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Home My WebLink About08/23/2012 Meeting se• s**• •ss�s s�e• •�i. City of App�e Va��ev AUGUST 23, 2012 CITY COUNCIL SPECIAL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 5:30 P.M. 1. Council Discussion Items. (10 min.) 2. Discuss 2013 Proposed Budget. (65 min.) (Please bring your budget binder.) 3. Adjourn. CITY COUNCIL MEETING TENTATIVE AGENDA 7:00 P.M. l. Call to Order and Pledge. 2. Approval of Agenda. 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda. 4. Approval of Consent A�enda Items *: *A. Approve Minutes of August 9, 2012, Regular Meeting. *B. Adopt Resolution Accepting Donation of $100.00 from Pat Sullivan, Jr., for Valleywood Clubhouse. *C. Approve State Gambling Exempt Permits: * 1. American Legion Auxiliary, Unit 1776, at American Legion on November 10, 2012. *2. School of Environmental Studies Education Foundation at School of Environmental Studies on September 29, 2012. *D. Adopt Resolution Setting Public Hearing on Issuance of Health Care Revenue Refunding Bonds for Evercare Senior Living, LLC, Project on September 11, 2012, at 7:00 p.m. *E. Adopt Resolution Approving Specifications for Quarry Point Park Storm Damage Repair Project, and Authorizing Advertising for Receipt of Bids at 10:00 a.m. on September 14, 2012. *F. Approve Amendments to Antenna Leases with T-Mobile Central, LLC: * 1. First Amendment at Longridge Reservoir. *2. First Amendment at Nordic Reservoir. *3. Second Amendment at Hagemeister Park. *4. Second Amendment at Palomino Lattice Tower. *5. Second Amendment at Quarry Point Water Tower. *6. Second Amendment at Valleywood Reservoir. * Items marked with an asterisk (*) are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. (continued on reverse side) 4. A�proval of Consent A�enda Items *- Continued: *G. Approve Second Amendment to Professional Services Agreement with Short Elliott Hendrickson, Inc., for Design of Water Treatment Plant Expansion Project. *H. Approve Water Quality Improvement Cost Share Program Agreement with Keith Lowinske, for Raingarden Installed at 12826 Emmer Place. *I. Approve Joint Powers Agreement with State of Minnesota for Criminal Justice Data and CJDN Subscriber Agreement. *J. Approve Design Agreement with Menard, Inc., for Design Services Relating to AV Project 2012-112, Fischer Point Addition. *K. Approve Private Installation Agreement with South Shore Development, Inc., for Infrastructure Installation Relating to AV Project 2012-151, Cobblestone Lake South Shore 7th Addition. *L. Approve Agreement with OLS Restoration, Inc., for AV Project 2012-123, 2012 Traffic Control Signal Painting Services. *M. Adopt Resolution Awarding Contract for AV Project 2012-144, Outdoor Lighting Replacement for Apple Valley Fire Stations. *N. Approve Change Orders to Valleywood Clubhouse Project: * 1. No. 2 to Project #0420 — Masonry - Add $550.00. *2. No. 2 to Project #0510 — Steel Erection - Add $250.00. *3. No. 1 to Project #1140 — Food Service Equipment - Add $405.00. *4. No. 2 to Project #2100 — Fire Protection - Add $2,882.00. *5. No. 5 to Project #2200 — Plumbing and Piping - Add $565.00. *6. No. 5 to Project #3123 — Earthwork/Site Utilities/Asphalt Paving/Demolition - Deduct $720.00. *O. Approve Acceptance and Final Payment on Contract with Urban Companies, LLC, for Valleywood Clubhouse Project #3100 — Earthwork/Underground Utilities -$2,100.00. *P. Approve Personnel Report. 5. Re ul�ar A�enda Items: A. Cortland Addition: 1. Ordinance Rezoning Property from "M-3C" (Multiple Family Residential/3-6 Units per Acre) to "R-3" (Single Family Residential/11,000 S.F. Minimum Lot Area). 2. Ordinance Rezoning Property from "M-6C" (Multiple Family Residential/6-12 Units per Acre) to "R-3" (Single Family Residential/11,000 S.F. Minimum Lot Area). 3. Resolution Approving Preliminary Plat for 178 Single-Family Residential Lots. 6. Other Staff Items A. Road and Project Construction Update. 7. Council Items and Communications. 8. Calendar of Upcoming Events. 9. Claims and Bills. ' 10. Adjourn. Reminder: City Offices will be closed September 3, 2012, in observance of Labor Day. NEXT REGULARLY SCHEDULED MEETINGS: Tuesday August 28 3:00 p.m. (Special Regular) Tuesday September 11 5:30 p.m. (Special Informal) " " 7:00 p.m. (Special Regular) Thursday September 27 7:00 p.m. (Regular) Regular meetings are broadcast, live, on Charter Communications Cable Channel 16. (Agendas and meeting minutes are also available on the City's Internet Web Site www. cityofapplevalley. org) 4i• !iN• i9lii •Ni• •ii. city of App�e Va��ev UPDATE OF CITY COUNCIL MEETING ACTIONS AUGUST 23, 2012 3. Audience - For Items NOT on this Agenda - No one requested to speak. 4. Approved All Consent Agenda Items *: *A. Approve Minutes of August 9, 2012, Regular Meeting. *B. Adopt Resolution Accepting Donation of $100.00 from Pat Sullivan, Jr., for Valleywood Clubhouse. *C. Approve State Gambling Exempt Permits: * 1. American Legion Auxiliary, Unit 1776, at American Legion on November 10, 2012. *2. School of Environmental Studies Education Foundation at School of Environmental Studies on September 29, 2012. *D. Adopt Resolution Setting Public Hearing on Issuance of Health Care Revenue Refunding Bonds for Evercare Senior Living, LLC, Project on September 1 l, 2012, at 7:00 p.m. *E. Adopt Resolution Approving Specifications for Quarry Point Park Storm Damage Repair Project, and Authorizing Advertising for Receipt of Bids at 10:00 a.m. on September 14, 2012. *F. Approve Amendments to Antenna Leases with T-Mobile Central, LLC: * 1. First Amendment at Longridge Reservoir. *2. First Amendment at Nordic Reservoir. *3. Second Amendment at Hagemeister Park. *4. Second Amendment at Palomino Lattice Tower. *5. First Amendment at Quarry Point Water Tower. *6. First Amendment at Valleywood Reservoir. for Raingarden Installed at 12826 Emmer Place. *I. Approve Joint Powers Agreement with State of Minnesota for Criminal Justice Data and CJDN Subscriber Agreement. *J. Approve Design Agreement with Menard, Inc., for Design Services Relating to AV Project 2012-112, Fischer Point Addition. *G. Approve Second Amendment to Professional Services Agreement with Short Elliott Hendrickson, Inc., for Design of Water Treatment Plant Expansion Project. *H. Approve Water Quality Improvement Cost Share Program Agreement with Keith Lowinske, *K. Approve Private Installation Agreement with South Shore Development, Inc., for Infrastructure Installation Relating to AV Project 2012-151, Cobblestone Lake South Shore 7th Addition. *L. Approve Agreement with OLS Restoration, Inc., for AV Project 2012-123, 2012 Traffic Control Signal Painting Services. * Items marked with an asterisk (*) are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. (continued on reverse side) 4. Approved All Consent Agenda Items *- Continued: *M. Adopt Resolution Awarding Contract for AV Project 2012-144, Outdoor Lighting Replacement for Apple Valley Fire Stations. *N. Approve Change Orders to Valleywood Clubhouse Project: * 1. No. 2 to Project #0420 — Masonry - Add $550.00. *2. No. 2 to Project #0510 — Steel Erection - Add $250.00. *3. No. 1 to Project #1140 — Food Service Equipment - Add $405.00. *4. No. 2 to Project #2100 — Fire Protection - Add $2,882.00. *5. No. 5 to Project #2200 — Plumbing and Piping - Add $565.00. *6. No. 5 to Project #3123 — Earthwork/Site Utilities/Asphalt Paving/Demolition - Deduct $720.00. *O. Approve Acceptance and Final Payment on Contract with Urban Companies, LLC, for Valleywood Clubhouse Project #3100 — Earthwork/LJnderground Utilities -$2,100.00. *P. Approve Personnel Report. 5. Re ular Agenda Items: A. Cortland Addition: l. Passed Ordinance Rezoning Property from "M-3C" (Multiple Family Residential/3-6 Units per Acre) to "R-3" (Single Family Residential/11,000 S.F. Minimum Lot Area). 2. Passed Ordinance Rezoning Property from "M-6C" (Multiple Family Residential/6-12 Units per Acre) to "R-3" (Single Family Residential/11,000 S.F. Minimum Lot Area). 3. Adopted Resolution Approving Preliminary Plat for 178 Single-Family Residential Lots. 6. Other Staff Items A. Road and Project Construction Update. 7. Council Items and Communications. 8. Approved Calendar of Upcoming Events. 9. Approved Claims and Bills. Reminder: City Offices will be closed September 3, 2012, in observance of Labor Day. NEXT REGULARLY SCHEDULED MEETINGS: Tuesday August 28 3:00 p.m. (Special Regular) Tuesday September 11 5:30 p.m. (Special Informal) " " 7:00 p.m. (Special Regular) Thursday September 27 7:00 p.m. (Regular) Regular meetings are broadcast, live, on Charter Communications Cable Channel 16. (Agendas and meeting minutes are also available on the City's Internet Web Site www. cityofapplevalley. org) �N F Z � ' � ��'� � � �� '�.�� ry '�� '� " �� = �� *�� - �`� `,� �K"�� ; ` � ,`� �� ` �� ' � �� ' � � � � � �� '� �� u '�. �� e�s � �' � �� '" `t� �' � a > r, � : x ` . . .. .. ` �-{ � � N _ ' '�'-'�� $ � . ,.��, ;. .'�� . �� '�� ,. ' ._ , , . '.' , .. .. � �� I�e#%n� ��:�� U�� = ; � � . . � � � - .,�< � � Budget Timeline • Goal Setting Session Held May 4tn • Staff Budget Preparation June through July • Draft Budget Distributed August 8tn • Possible Budget Workshop, August 23�d, others ? • Scheduled to Adopt Preliminary Budget and Levy in early September (September 11 tn) � Notify County by September 15th of Council meeting date to discuss the budget and levy where the public is invited to attend. • 1 • Budget Timeline � Recommend Setting Budget Meeting Date for December 13, 2012 • County Required to Send Parcel Specific Notices during 2nd and 3�d weeks of November � Council to Hold Budget Discussion (TNT meeting), December 13tn • Adopt Final Budget and Tax Levy at December 13tn Council Meeting (Backup date December 27tn) • Deadline to Certify Final Tax Levy to County December 28tn � Budget Challenges for 2013 • Economy continues to struggle • State budget shortfall remains • $1.1 billion shortFall • Increase in the Annual Street Maintenance Program • Transition of property tax levy from park bond to Annual Street Maintenance Program • Fiscal Disparities for 2013 received, no large change • 2"d Year of Homestead Market Value Exclusion Program •(lowers residential taxable value in community) • Property values continue to fall • 2 • Taxable Market Value Comparison ..- .. � .. � .- Residential $ 3 286 21'7,5Q6 $ 3 026,238,584 -?`.91°l0 Cammercial . 469,515 200 + 465,520,400 -4.$5%'' tnc(ustrial ; 3'7 '108 200 ' 36 273,OOQ -2.Z5%: Utiti 't 3 428 80U 13,428 8Qti tf.�� ricaltural 11 $95,500 11 G40,1qt! -2.1�°�' Gabins 231,600 ` 2T5,940 -6.T8�fo rtments 2Q3 976,351 225 529,�19 �1Q.5'�°fe' Personal ' Pro rt 39 38$,400 ' 39 480 $(1t! +4.23 Tcta1 $4 061 762,557 $ 3 818 327,2b3 -�i.99°fo; � Property Tax Levy Components . .. � � . General $18,297,000 $18,8d4,570 $� �7; s7#1 Fund Stree#Maintenance 1,675,000 2,755,ODU 1,Q80,pt1U! Program [3ebt Service - 1,8Q2,4t3U 863,4U0 { 939,�Qfl) Yoter Appravsd: L3ebt Seni�ce- ali 259,249 42$,376 177;127 ofher levy supported ' Totaf $ 22,Q25,249 ' � 22,89ti,946 $��,�? • 3 • % Change in Median Valued Home 15.0% _ _ ------ __ _ __ _ 12.0% 10.096 - °- — --$:496 ___— ---_ ,.___ ____ __._ 5.7% 6.896 5.0% - _ __ . ___ _ _ _ ___ . 0.6% 0.09�0 . _ _. _..._ _ ._� _.� � - —__ ._��_. ._ -5.0% ------ --- __ -2.4% _ _ _-3•-196__. -6.4% -5.990 -10.090 7.55b 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 ■% change in Median Value Home • Pay 2Q13 — value declines tightly distributed around 5% and 6% �,000 �,�oc� 0 0 6,040 ! . S,OOfl 5 `� 4,000 3,000 2,00(3 ,.239 1 000 ' a3, # 414 . SQ7 263 2D8 323 ,��,. �326 780 1&4 18S ;A68 101 �: � ' �.�`� ;. ;.`� ;�'``� ;. �`� �\� 1� �� y �� =�`� %` �`� '`�� ' o JO� ■ deGine Pay 201'3 � 4 � Propased Gity Levy = 2013 Amount of $ 22,890,946 � 2012 Amount of $ 22,025,249 • Proposed 3.9% Increase • Increase of $865,697 • The adopted Preliminary Levy can be decreased, but not increased after its adoption in early September 2012 • Budget Highlights • Road Construction and Reconstruction • Neighborhood Roadway Reconstruction • Greenleaf neighborhood & Whitney • Overlays and Micro-surFacing Projects • Total $4.9 million for 2013 • Re-direction of levy to street maintenance prog. • Decertification of TIF 13 • Water Treatment Plant Expansion Project • Facility Design Process Completed • Re-Bid • Voting Tabulation Equipment •-$152,000 in Future Capital Projects Fund � 5 . Budget Highlights � Valleywood 2013 first year of new Clubhouse � Municipal Liquor Store Operations f Transfer of $525,000 to General Fund Proposed • Support Parks and Recreation and Police Department in 2013 • Stormwater Management Activities • Added Federal and State Mandates • Easement Acquisition Process • Cable Television Franchise Renewal • General Fund At-A-Glance � � . .. . .... -. . .-. Personnel Services $16,604,922 $17,145,784 3.26% Commodities/Other $7,224,252 $7,209,904 ( 0.20%) Capitaf Outlay $692,14Q $895,425 29.37% General Fund Total $24,521,314 $25,251,113 2.98%0 � 6 � General Fund Revenues 2013 «ee�s� s� �e�,� Fsanchise �ees 3� 2%. ' St8#k �4�i.'8 $ Fi�E �-��. R@IiQf Aid ' 2%' Fark & }�ec- CMgs & ! f�er�ts , t 4°k ta�ces Other �h�ges fiar ; 74°h $erv[ee8 &'ftStttS' ��"� 5'k Fines $� Pertalties, 1%' ��` �ther Rerrerwes � �'ta�sfersln�and i � Adinia chde�e5 ` ge� , i . General Fund Expenditure Comparison (in $1,000's) 2�12 2013 Change Change Wages & Salaries $12,551 $12,985 $ 434 3.46% Employee Benefits 4,054 4,161 $ �o� z.sa°io Supplies 1,523 1,465 (58) -3.81° Contractural Services 2,759 2,812 53 1.92° Utilities 638 618 (20) -3.13% Repairs & Maintenance 371 357 (14) -3.77% Travel, Training, Dues 491 481 (10) -2.04% Other Expenditures 1,358 1,391 33 2.43° Items for Resale 71 73 2 2.ss�io CapitalOutlay 691 894 2os 29.38° Transfers Out 13 13 - o.00°io $24,520 $25,250 7so 2.ss°io . 7 � 2013 Budget — Staffin� Changes # 2013 Proposed budget includes: • New Sergeant • New Police Officer = New Park Maint. I Position • Promotion of PW Maint II to Tech Specialist • Change in HR from HR Representative to HR Dept Specialist • Other Funds • Road Improvement Fund • Enterprise Funds • Liquor • Ice Arena • Golf • Water / Sewer • Storm Water • Cemetery • 8 � Road Improvement Fund REVENUES 2012 Budget 2013 Budget 147th Street (3,845,000) - Flagstaff (1,770,000) _ ' Annual Street Maint program (3,655,000) (5,360,200)'; (9,270,000)' (5,360,200) EXPENSES 147th Street 3,455,000 - ' Flagstaff 1,660,000 ; _ Annual Street Maint program 4,155,000 5,360,200 9,270,000 5,360,200 ' • Enterprise Funds • Liquor • Budgeted revenue increased 5%, transfer at $525,000 • Valleywood • 2013 first year with new clubhouse, food & bev increased $50,000, capital outlay incl carts $259,000 (financed), $150,000 irrigation and mowers • Water rate incr 3.%, water treatment expansion, annual street program • Sewer rate incr. 3.5%, annual street program • Ice Arena prime time rates up $10 (5%), savings in new elec rate, levy remains at $120,000 • Storm Water no rate incr • Street Light no rate increase • Cemetery land purchase . 9 • Enterprise Funds Summary Addback: Principal Total Total Portion of Revenues Expenses Debt Capital outlay Net Income Liquor Fund 9,435,000 9,498,681 145,000 20,000 101,319 ValleywoodGolfCourse 1,178,500 1,175,971 2,529 Water & Sewer Fund 9,436,000 18,809,905 150,000 10,516,400 1,292,495 Sports Arena 793,115 963,391 110,000 14,000 (46,276) Storm Water 1,479,000 1,758,375 230,000 470,250 420,875 Street Light utility 465,000 464,200 - 7,200 8,000 Cemetery 100,700 246,645 175,000 29,055 22,887,315 32,917,168 635,000 11,202,850 1,807,997 • Enterprise Funds s�.ee� . Liquor � Valleywood WaterB SpoRS Storm Light � Fund Golf Course Sewer Fund Arena Water utility Cemetery Total ChergesforServices 9,400,000 1,175,000 9,087,000 421,800 1,449,000 465,000 88,200 22,086,000 Tax Levy - - - � 20,000 - - - 120,000 Inlergovemmental - - - 237,315 - - - 237,3'IS Investrnent Earnings 35,000 3,500 214,000 - 30,000 - 10,500 293,000 �.Other Revenues 135,000 14,000 2,000 151,000 � 9,435,000 1,178,500 9,436,000 793,115 �,479,000 485,000 '100,700 22,687,3'IS Wages&Benefits 1,039,595 S6t,071 1,527,085 427,'19'I - - 1,502 3,556,444 Supplies � 31,600 113,000 269,785 33,100 11,900 'I5,000 7,550 48'1,935 ContracturelServices 37,070 25,500 226,320 51,700 149,690 6,500 � 32,875 529,655 Utilities . 58,600 37,000 427,400 135,000 30,800 - 2,040 691,040 Repairs & Maintenance 32,870 2'I,000 269,330 34,000 46,350 - 400 403,890 Trevel, Treining, Dues 'It,391 . 10,900 22,510 2,600 1,105 - '1,265 49,77'I Otlier 6cpenditures 237,350 72,500 2,829,075 14,200 3,200 1,900 9,9'13 3,168,138 Miscellaneous �5'I,000 17,000 22000 - - - - '190,000 IlemsforResale 6,956,000 t57,500 23,000 - - 433,600 - 7,570,100 CapitalOutlay 20,000 - 10,516,400 '14,000 470,250 7,200 t75,000 11,202,850 Depreciation '137,000 160,500 '1,457,000 131,000 450,000 - t6,700 2,35t,600 Admin Fees - - 370,000 - 300,000 - - 670,000 DebtService 26'1,065 - 250,000 120,600 295,080 - - 926,745 Trensfers Out 525,000 . 600,000 7,125,000 9,498,681 1,175,97'I 78,809,905 963,391 1,758,375 464,200 246,645 32,917,168 Addback Principal Portion of Debl '145,000 t50,000 110,000 230,000 - 635,000 Capital outlay 20,000 10,516,400 74,000 470,250 7,200 175,000 11,202,850 �Netlncome 107,319 2,529 t,292,495 (46,276) 420,875 8,000 29,055 t,807,997 • 10 • 2013 BUDGET INCLUDES SIGNI�ICANT ASSUMPTION r Two Significant Budget Assumptions • Redirect Park Bond Levy to Annual Road Projects • Debt Service — identified 2017 with Levy Capacity • Strategy to redirect to Annual Road Improvements � 2013 Implements this strategy early • Cash used to pay bonds rather than spend on roads � Protects option to increase levy for road support • Spends same amounts from future capital projects fund • Decertification of TIF # 13 • Tax base added (1,295,000 x 47.3%) $612,000 • Required to accomplish 2013 goals . 11 • LEVY LIMITS � Levy Limits in effect for 6 of past 10 years . . .. . Taxes Pavable Limits Insti�atin� Event ; Years qpp�y? , -----__ _ _._ _ _. _ _ ___ _. _ _ ; 1972-1992 Yes E nactme nt of 1971 property tax Reform i 1993-1997 �� No fnactment of Truth� in-Taxation notices as a� replacement :_. _. _ _ ___ _--- - __ _ ;1998-2000 Yes "Compression" of class rates ,_ _ - - - --- --- _ _ _ - ___ -- - -- -- _- -- -: � 2001 � No Allowed to expire �� , __ . ____ . _ __ .. _ _ _ ._ - i 2002-2003 Yes 2001 property tax reform , __ _ - _ ___ _ _ __ . ._ _ -- -. ; 2004 Yes 2003 and 2004 aid reductions -- --- -- _ _ i 2005-2008 No Allowed to expire I �-- � - — - -- - -- - � 2009-2011 ' Yes Previous county and city levy increases i • 12 , � LEVY SUPP�RTED DEBT • Levy Supported Debt (from 2012) s�,�u,aoa s�,a�,�oa ��,s�,�oo �i�� h� � ar N C+1 `d' � t0 h- �f tTl t�r �e�- t +�" t�- i7t? � t�'n �� i�1�iV �fMNNiVNNN�h1CYtwfiwlM ' ■ �t]l!t(1Jtt�iit �'r@I'�CB�@$ ■ � lO►t�B[i8 �' @b� �.?"tt�Q I■ PBTk E3ifhd8 2�Q4 (t�fLlttti& '97� ■.{'i�I118#�i L1$b# 2t�d {te�fttttc�$ �7� ■ Par�k Bonds 2+C�07 ■ Park Bcrn�ls �B , ■ Pacit Bc�nds 2�11 . 13 • LGV �U Of`teCl DeIJt (With 2012 equip certificates} � ��.: �. � �� , �� : ,� _. . � -: �, • Levy uppo�ted Debt (with redirected levy 52,500,000 --- - - -_._�_.__-�___� � �2,000,000 ( i $1,500,000 �� 1,000,000 � $500,000 S- CO�Oa-NC��It�tOf�O0�0e-NC'��1nC01'�OO�O�N OO�r'rr��rNNNNNNNNNNMMM � O O O O O O O O O O O O O O O O O O O O O O O O O N N N N N N N fV N N N N N N N N N N N N N N N N N ■Equipme�t Certificates ■Ice Are�a Debt Levy Supported ■Park Bonds 2004 (refunds'97) ■Cemetery Debt 2004 (refunds'97) ■Park Bonds 2007 ■Park Bonds 2008 ■ Park Bonds 2011 ❑ Pavement Mgmt Program s 14 • FUTURE CAPITAL PROJECTS FUND � Future Capital Projects Fund $�s,000,000 -�--- --- $16,000,000 �-----_.._---------_..---__------__.___----.___._ $14,000,000 ---------- $12,000,000 � -- � $10,000,000 ' ----__..__.__._.__ _._.-- $8,000,000 -- - --- - --------- __..___�-- $6,000,000 - $4,000,000 � $2,000,000 $- , �.o �.'` �`L �.`� �� h �. �'l �`� �� tio �,'` ti�L �,O �,o �,o �,o �,o � � � �,o �,o �,o �o �,o • 15 • Future Capital Projects Fund �� 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 MVHC 16 - - ' - - ' ' - - Valkywood Loan Repayment - - 50 50 50 50 50 50 50 50 50 Inveslmenleamings 574 234 174 1d5 1ri 111 97 91 93 74 56 Tnnsferfromotherfunds � 156 - - - - - - - - - TnnsferfromGeneralFund 1,748 2,494 136 Y24 195 179 162 147 141 113 124 106 Intertund Loan to GoH - 2,000 - - - - � - - - - �ABLEFireTrainingfecility - 500 - - - PSO - - - - MnualPavementMgmtProgram - 960 125 115 1Z5 125 115 - - - - �.Transferto2004ParkBondtund - - %0 %0 960 %0 960 - - - - �reconatructWnhmServ.Cnlrentr.� - - - - - - - - - 230 - CommunityCenterRoof - - 750 - - - - - - - - LandtorFireslation4 - - - - 400 - - - - - - �FireSlationA4Construction - - - - - - . - 1,500 �MunicipalCenterPaikingLot - 20 - - - - - - - - CMF - Cold Storege Bldg Rehab 59 100 826 - - - - 75 - - Voting Machines - - i5P - - - � - - - REFUND Savings'O4 Park Bond (70) (70) (10) (70) 59 3,580 1,313 1,015 1,415 1,M5 1,015 75 P,730 ��Netlncnase�decreau) 2,435 (3,346) (i � (8Y0) (1,236) (1,103� (868) 66 143 (2,606) 106 Beginning Pund Balance � 13,145 75,580 � 1P,P34 10,745 . 9,325 8,089 � 6,986 . 6,118 6,184 6,327 3,7P7 EndingPondICASH Balance 15,580 12,Y34 70,145 9,3Y5 8,089 6,986 6,116 6,184 6,327 3,721 3,817 • 2013 LEVY INCREASE � 16 s 2013 Levy I ncrease Increase in Levy results from: Incr. Street Maintenance Program 1,080,OOD Redirect levy to road (9$0,000) Additional DebtService Levy 192,127 Incr. General Fund 573,5Z0 865,697 • Levy Increase Levy dollars provided by: New Tax Base 139,Q00 TtF #13 Decertification 612,000 Additional Ievy increase 114,697 865,697 • 17 a General Fund — Increases from: position changes (3 new + realignment) 213,000 COLA 2% 314,000 I lncrease Capital Outlay 203,285 Loss of Revenue recognized from DCC refund 72,000 reduction in minor tools (58,000) reduction in utilities (20,000) Other net reductions (add'I rev) (150,715) 573,570 • SAMPLE HOMES TAX IMPACT • 18 � • � Pay 2013 — � 90.7% of homes will see reduction in taxes paid for 2013 _ � � �� :� �: � w� e� .�<, A ' � ��,v.. ;, �5��' y g ~ 0 � � � d � �� . � ry - � �� ; �;. . . ,��; ¢ ��''��". � �,�� `_ �� ' . 9 �� — �� ; ° � � m �� ;�„ �� , �� `��::� �� ` � �` � � � � � � � ��,,�'�, ��+C��4 �.,'�� ' �� „�J�' �� 9 . � ��'� � ' �� `�'r�� i�S�'� ' �� ' ` � �� ... • Taxes paid on Median Value Home Declines �... , �� $ 83�. : � '�� ,� . z � �� , ��. " � �; �� , <�� `� F�? �.�,. �;s �� ;�: . � . t .�,: � � � r� a �_ :�. ; ��> �� v �>z ��¢ � r �: � '� � _ -i: ';� . � ��.,�` �a��.� �< � � !"� f �- .� � � � n x 'c � � �' �� r �� sa.-.✓ �,� � � „a �>: . . � � � _- � : , „�,�� _ � ..�� _� • 19 • Sample House Example #1 pay 20'13 • Market Value 185 800 that experienced 5.88% decline • Represents the Median Sample Home in Apple Valley • Levy for Proposed 2013 increases by $865,697, or 3.9% • General Fund share of Levy Increases $547,570 � Changes Tax ExtensionlTax Capacity Rate from 44.08% to 49.18% • Change MV Rate from .0420%to .0211% Est. Property Taxes 2012 2013 Change Gity $ 784 $813 $ 29 Gity Ref 82 39 ( 43) MVHC -0- -0- Total $ 866 $ 852 ( $ 14) Percentage Change (1.6%) • Sample House Example #2 pay 2013 • Market Value 100 000 that experienced 5.88% decline • Levy for Proposed 2013 increases by $865,697, or 3.9% • General Fund share of Levy Increases $547,570 • Changes Tax Extension/Tax Capacity Rate from 44.08% to 49.18% • Change MV Rate from .0420% to .0211 % Est. Property Taxes 2012 , 2013 ' Change City ` $ 347 $ 353 $ 6 City Ref 44 21 ( 23) MVHC -0- .p_ Total $ 391 $ 375 ( $ 17) Percentage Change (4.3%) • 20 • Sample House Example #3 pay 2013 � Market Value 300 000 that experienced 5.88% decline • Levy for Proposed 2013 increases by $865,697, or 3.9% • General Fund share of Levy Increases $547,570 • Changes Tax Extension/Tax Capacity Rate from 44.08% to 49.18% • Change MV Rate from .0420% to .0211 % Es#. Property Taxes 2Q12 2013 Ci�atnge City $1,367 $1,425 $ 5$ City Ref 133 63 ( 70} MVHC , -0- -0- T'fltal $ 1;500 ' ;$�,49D i ( $12� Percen#age Change �.8 °lfl • Sample House Example #4 pay 2013 • Market Value 414 000 that experienced 5.88°/a decline •$414,000 is the point that the MV Exclusion phases out. • Levy for Proposed 2013 increases by $865,697, or 3.9% • General Fund share of Levy Increases $547,570 � Changes Tax Extension/Tax Capacity Rate from 44.08% to 49.18% • Change MV Rate from .0420% to .0211% Est. Property Taxes 2012 2013 Change City $�1,939 $2,035; $ 96 City Ref' ;183 87' � 9�j MVHC Total $2,122 $ Z,125 $ 0 Percentage Change Q,Q% i 21 • ��• •��• �� A �e pp Va��e y COUNCIL QUESTIONS? � � 22 CITY OF APPLE VALLEY �' n Dakota County, Minnesota August 9, 2012 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held August 9, 2012, at 7:00 o'clock p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, Grendahl, and Hooppaw. ABSENT: None. City staff inembers present were: City Administrator Lawell, City Clerk Gackstetter, City Attorney Dougherty, Acting Parks and Recreation Director Adamini, Public Works Director Blomstrom, Assistant City Administrator Grawe, Acting Human Resources Manager Haas, Finance Director Hedberg, Natural Resources Coordinator Kehrer, City Engineer Manson, Community Development Director Nordquist, Police Chief Rechtzigel, and Fire Chief Thompson. Mayor Hamann-Roland called the meeting to order at 7:01 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Grendahl, seconded by Bergman, removing item 4.L — AV Project 2012-144, Outdoor Lighting Replacement for Apple Valley Fire Stations, and approving the agenda for tonight's meeting, as amended. Ayes - 5- Nays - 0. AUDIENCE Mayor Hamann-Roland asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. No one requested to speak. CONSENT AGENDA Mayor Hamann-Roland asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Goodwin, seconded by Grendahl, approving all remaining items on the consent agenda with no exceptions. Ayes - 5- Nays - 0. CONSENT AGENDA ITEMS MOTION: of Goodwin, seconded by Grendahl, approving the minutes of the regular meeting of July 26, 2012, as written. Ayes - 4- Nays - 0- Abstain 1(Hooppaw). MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-150 accepting, with thanks, the donation of $100.00 from Kathy Bias for Valleywood Clubhouse. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota August 9, 2012 Page 2 MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-151 accepting, with thanks, the donation of $175.00 from the American Legion for use by the Parks and Recreation Department for Safety Camp. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-152 accepting, with thanks, the donation of $250.00 from Peggy Kluthe, representing current and former Huntington neighborhood residents, in memory of Kate Murphy, for a sugar maple tree in Huntington Park. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-153 accepting, with thanks, the donation of $250.00 from Dakota Electric for use by the Parks and Recreation Department for Safety Camp. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-154 accepting, with thanks, the donation of $250.00 from Joe and Jerry Lucken, representing Industrial Plastics of Minneapolis, for Valleywood Clubhouse. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-155 accepting, with thanks, the donation of $500.00 from Craig and Dianne Fields for Valleywood Clubhouse. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-156 accepting, with thanks, the donation of $500.00 from Cindy Sousek and Roxanne Gunther, in memory of Vicki Jabbra, for Valleywood Clubhouse. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Apple Valley Ducks Unlimited, Chapter 185, for use on September 12, 2012, at the Apple Valley American Legion, 14521 Granada Drive, and waiving any waiting period for State approval. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving a change in officer for RT Minneapolis Franchise, LLC, d/b/a/ Ruby Tuesday in connection with the On-Sale Intoxicating Liquor License and Special License for Sunday Liquor Sales at 14883 Florence Trail, naming Mr. Michael Owen Moore as the new EVP, CFO, Treasurer, and Assistant Secretary; as described in the City Clerk's memo dated August 6, 2012. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-157 approving the updated Lebanon Cemetery Policy, Rules, and Regulations. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the proposal dated July 25, 2012, from Brimeyer Fursman for recruitment of Parks and Recreation Director, for Phase I and II, at a cost not to exceed $9,500.00 plus expenses. Ayes - 5- Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota August 9, 2012 Page 3 MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-158 approving a 44 square foot sign variance at Apple Valley High School, 14450 Hayes Road. Ayes - 5 - Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-159 rejecting bids for AV Project 2012-108, Water Treatment Plan Expansion. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the Professional Services Agreement with Bolton and Menk, Inc., for preliminary traffic design services relating to AV Project 2012-112, Fischer Point Addition, in an amount not to exceed $18,500.00. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the Agreement for Outdoor Aluminum Bleachers, with Flanagan Sales, Inc., in the amount of $52,445.44, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the Equipment Lease and CO2 Gas Agreement with Kelbro Company d/b/a Shamrock Group, for installation of a CO2 system at Valleywood Clubhouse, as attached to the Valleywood Manager's memo dated August 2, 2012; and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 - Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-160 approving plans and specifications for AV Project 2011-143, 2012 Long Lake Retrofit BMP's, and authorizing advertising for receipt of bids, at 10:00 a.m., on September 6, 2012. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2012-161 awarding the contract for AV Project 2011-140, Traffic Signal System Improvements, to Eagan Companies, Inc., the lowest responsible bidder, in the amount of $356,895.80. Ayes - 5 - Nays - 0. MOTION: of Goodwin, seconded by Grendahl, accepting AV Project 2012-104, 2012 Utility Improvements as complete and authorizing final payment on the contract with Krueger Excavating, Inc., in the amount of $343.16. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving hiring the seasonal and part-time employees, promotion of employees, and resignation of employees, as listed in the Personnel report dated August 9, 2012. Ayes - 5- Nays - 0. END OF CONSENT AGENDA CITY OF APPLE VALLEY Dakota County, Minnesota August 9, 2012 Page 4 PUBLIC HEARING ON DRAWDOWN OF PONDS EVR-P12 AND EVR-P170 Mr. Kehrer said the City would like to remove accumulated sediment from outfalls in Ponds EVR- P12 and EVR-P170. In order to expose the sediment and allow excess water to drain from it, staff is recommending a temporary drawdown of these ponds. The Minnesota Department of Natural Resources has the authority to approve a temporary drawdown of these public waters if a public hearing is held and signatures of a minimum of 75 percent of the shoreline owners are collected. The required signatures have been obtained. Staff is requesting the City Council hold a public hearing to receive comments on the temporary drawdown of Ponds EVR-P12 and EVR-P170 in connection with AV Project 2012-107, Stormwater Sediment Removal. Mr. Kehrer showed the location of the ponds and presented additional project details. He described the importance of these ponds relative to water quality in Long and Farquar Lakes. Mayor Hamann-Roland called the public hearing to order, at 7:10 p.m., to consider the temporary drawdown of Ponds EVR-P12 and EVR-P170 for stormwater sediment removal; and noted receipt of the affidavit of publication of the hearing notice. The Mayor asked for questions or comments from the Council and the public. There were none and the hearing was declared closed at 7:11 p.m. MOTION: of Bergman, seconded by Hooppaw, acknowledging no comments were received at the public hearing to consider the temporary drawdown of Ponds EVR-P12 and EVR-P 170 for stormwater sediment removal. Ayes - 5- Nays - 0. SET SALE OF GENERAL OBLICATION BONDS Mr. Hedberg said staff is asking the Council to consider a resolution authorizing a competitive public sale of $7,080,000 in General Obligation Bonds, Series 2012A, and approval of a Financial Advisory Service Agreement with Northland Securities. Mr. Hedberg then described the three separate uses comprised of the bond issue. Mr. Steve Mattson, of Northland Securities, Inc., the City's fiscal consultant, reviewed the refund analysis, noting the City will realize a net savings estimated at $406,000 by refinancing the bonds. He then provided various details of the refunding bonds, improvement bonds, and equipment certificates. He suggested the Council set the sale date for August 28, 2012. He noted a special meeting would need to be held to award the sale. MOTION: of Goodwin, seconded by Hooppaw, adopting Resolution No. 2012-162 providing for the competitive public sale of $7,080,000 General Obligation Bonds, Series 2012A, on August 28, 2012, with the bid opening at 11:00 a.m. and the award at 3:00 p.m. Ayes - 5- Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Financial Advisory Service Agreement with Northland Securities, Inc., as attached to the Finance Director's memo dated August 4, 2012, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5- Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota August 9, 2012 Page 5 MOTION: of Grendahl, seconded by Hooppaw, setting a Special City Council Meeting at the Municipal Center on August 28, 2012, at 3:00 p.m. Ayes - 5- Nays - 0. 147TH STREET TRANSIT STATION JO1NT POWERS AGREEMENT Mr. Lawell provided a status update on the Joint Powers Agreement with the Dakota County Regional Railway Authority and the Metropolitan Council related to the possible construction of a pedestrian skyway at the 147th Street Transit Station. He reviewed the City's original request, drawings of the walk-up station with and without the skyway, the terms of the agreement, and the tentative development timeline. He said staff is recommending approval of the Joint Powers Agreement and noted the agreement does not commit any money at this time and there is no obligation to proceed. The agreement merely allows the Council to gather additional information in order to make an informed decision at a future meeting. MOTION: of Hooppaw, seconded by Bergman, approving the Joint Powers Agreement with the Dakota County Regional Railway Authority and the Metropolitan Council, for improvements at the 147th Street Transit Station, subject to final revisions as approved by the City Administrator and City Attorney. Ayes - 5- Nays - 0. ORDINANCE AMENDING BOND REQUIREMENTS FOR ALCOHOL LICENSES Ms. Gackstetter gave the second reading of an ordinance amending Chapter 111 of the City Code entitled "Alcoholic Beverages", by amending Sections 111.24 and 111.28 regulating bond requirements for certain alcoholic licenses. This item was also discussed at the informal City Council meeting on July 12, 2012, and the regular City Council meeting on July 26, 2012. Based on past experience, the cost of calling on the bonds, and changes to the liquor law, staff is recommending the ordinance be amended to eliminate the need for a Corporate Surety Bond in connection with its liquor licenses. The ordinance amendment was prepared by the City Attorney. No comments have been received following the first reading. MOTION: of Hooppaw, seconded by Bergman, passing Ordinance No. 933 amending Chapter 111 of the City Code regulating bond requirements for certain alcoholic licenses. Ayes - 5- Nays - 0. ORDINANCE AMENDING BOND REQUIREMENTS FOR PRECIOUS METAL DEALERS Ms. Gackstetter gave the second reading of an ordinance amending Chapter 117 of the City Code entitled "Pawnbrokers and Precious Metal Dealers", by amending Sections 117.05 and 117.09 regulating bond requirements for Precious Metal Dealers. This item was also discussed at the informal City Council meeting on July 12, 2012, and the regular City Council meeting on July 26, 2012. Based on past experience and the cost of calling on the bonds, staff is recommending the ordinance be amended to eliminate the need for a Corporate Surety Bond in connection with its Precious Metal Dealer licenses. The ordinance amendment was prepared by the City Attorney. No comments have been received following the first reading. CITY OF APPLE VALLEY Dakota County, Minnesota August 9, 2012 Page 6 MOTION: of Goodwin, seconded by Hooppaw, passing Ordinance No. 934 amending Chapter 117 of the City Code regulating bond requirements for Precious Metal Dealers. Ayes - 5- Nays - 0. STAFF COMMUNICATION Mr. Blomstrom provided an update on various road and construction projects. Ms. Gackstetter reminded the public about the upcoming State Primary Election on Tuesday, August 14. Polls will be open from 7:00 a.m. to 8:00 p.m. She encouraged everyone to exercise their right to vote. COUNCIL COMMUNICATIONS Mayor Hamann-Roland recognized Uponor for being named one of Minneapolis Star Tribune's top workplaces of 2012. Councilmember Grendahl commented on the good participation in "Night to Unite" and thanked everyone involved. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Goodwin, approving the calendar of upcoming events as included in the City Clerk's memo dated August 6, 2012, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5- Nays - 0. CLAIMS AND BILLS MOTION: of Bergman, seconded by Hooppaw, to pay the claims and bills, check registers dated August 2, 2012, in the amount of $1,398,584.18; and August 9, 2012, in the amount of $2,610,484.31. Ayes - 5- Nays - 0. MOTION: of Grendahl, seconded Goodwin, to adjourn. Ayes - 5- Nays - 0. The meeting was adjourned at 7:59 o'clock p.m. Respectfully Submitted, Povvr�a.� a,c,l�crt� Pamela Gacks tter, City Clerk Approved by the Apple Valley City Council on . ,� '�T. �7 ... .... ..... .... ..., City of AppVaIl ey MEMO Parks and Recreation Department � 7100 - 147�' Street West Apple Valley, MN 55124 952 / 953-2300 TO: Mayor, City Council and City Administrator FROM: Jim Zinck, Golf Course Manager DATE: August 17, 2012 SUBJECT: Resolution Accepting Donation from Pat Sullivan, Jr. Attached, please find a proposed resolution accepting the donation of $100.00 from Pat Sullivan, Jr. for use by the Parks and Recreation Department toward amenities within the new clubhouse at Valleywood Golf Couse. Action Requested Adopt the attached resolution accepting the donation of $100.00 from Pat Sullivan, Jr. Attachment: Resolution xc: Tom Adamini, Interim Parks & Recreation Director DMPM CITY OF APPLE VALLEY RESOLUTION NO. 2012- A RESOLUTION ACCEPTING DONATION WHEREAS, the City Council of Apple Valley encourages public donations to help defray costs to the general public of providing services and improve the quality of life in Apple Valley; and WHEREAS, Pat Sullivan, Jr. has offered to donate $100.00 for use by the Apple Valley Parks and Recreation Department toward amenities within the new Valleywood Golf Course Clubhouse; and WHEREAS, Minnesota Statues 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that this donation is hereby accepted for use by the City. BE IT FURTHER RESOLVED that the City sincerely thanks Pat Sullivan, Jr., for his gracious donation. ADOPTED this 23 day of August, 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk ..� �. G. l .,.. ..... .... .... City of App�e Va��ey MEMO City Clerk's Office TO: Mayor, City Council, and City Administrator FROM: Pamela J. Gackstetter, City Clerk DATE: August 20, 2012 SUBJECT: APPLICATION FOR LAWFUL GAMBLING EXEMPT PERMIT — LG220 American Legion Auxiliary, Unit 1776 Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. These permits are issued for limited fund raisers or raffles. The following application has been submitted for Council approval: American Legion Auxiliary, Unit 1776, for an event to be held at the Apple Valley American Legion, Post 1776, 14521 Granada Drive, on November 10, 2012. The application is on file should you wish to review it. Please feel free to contact me if you have any questions. Recommended Action: Motion approving issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to American Legion Auxiliary, Unit 1776, for use on November 10, 2012, at the Apple Valley American Legion, 14521 Granada Drive, and waiving any waiting period for State approval. :kjh :: : �. G. 2 •::� ,.. . City of App�e Va��ey MEMO City Clerk's Office TO: Mayor, City Council, and City Administrator FROM: Pamela J. Gackstetter, City Clerk DATE: August 20, 2012 SUBJECT: APPLICATION FOR LAWFUL GAMBLING EXEMPT PERMIT — LG220 School of Environmental Studies Education Foundation Exempt permits to conduct lawful gambling activities, on five or fewer days in a calendar year, for qualified nonprofit organizations, are issued by the State Gambling Control Board. Issuance is subject to approval or denial by the city in which the gambling activity is to be conducted. These permits are issued for limited fund raisers or raffles. The following application has been submitted for Council approval: School of Environmental Studies Education Foundation, for an event to be held at the School of Environmental Studies, 12155 Johnny Cake Ridge Road, on September 29, 2012. The application is on file should you wish to review it. Please feel free to contact me if you have any questions. Recommended Action: Motion approving issuance of lawful gambling exempt permit, by the State Gambling Control Board, to School of Environmental Studies Education Foundation, for use on September 29, 2012, at the School of Environmental Studies, 12155 Johnny Cake Ridge Road, and waiving any waiting period for State approval. �PJg �� `� . D �� .�. City of A►pP Va� � ey MEMo Finance Department TO: Mayor, City Council, and Tom Lawell, City Administratar FROM: Ron Hedberg, Finance Director DATE: August 16, 2012 SUBJECT: Adopt Resolution Calling for a Public Hearing on the Issuance of Health Care Revenue Refunding Bonds and Authorizing the Publication of a notice of Public Hearing for the Evercare Senior Living, LLC. Project Introduction The City of Moorhead is in the process of issuing tax exempt bonds to benefit the Evercare Senior Living, LLC. in operation of the Centennial House of Apple Valley on Pennock for its clients. The refunding bonds are being issued through the City of Moorhead and a portion of the proceeds will be used to refund the Apple Valley EDA Health Care Revenue Bonds of 2005 in addition to 2008 Bonds issued by the City of Eagan that financed a 20 bed care facility in the City of Apple Valley in 2008. Because the property is located in Apple Valley and will benefit by the refunding it is necessary for the City of Apple Valley to give host approval to the issuance of the City of Moorhead Revenue Refunding Bonds. The City of Apple Valley is not a party to the debt being issued and has no obligation for the repayment. The maximum estimated principal amount of the Bonds to be issued by Moorhead to refinance ' the Projects is approximately $20,000,000. The Bonds if and when issued will not constitute a charge, lien or encumbrance upon any properiy of Moorhead or the City of Apple Valley and such obligations will not be a charge against the general credit or taxing powers af Moorhead or the City of Apple Valley but will be payable from sums to be paid by the Borrower pursuant to a revenue agreement. Recommended Action: Staff recommends adopting the attached resolution calling for a public Hearing on September 11, 2012 to consider host approval EXTRACT OF MINUTES OF A MEETING OF THE CITY COUNCIL OF THE CITY OF APPLE VALLEY, MINNESOTA Pursuant to due call and notice thereof, a regular or special meeting of the City Council of the City of Apple Valley, Minnesota, was duly held in the Apple Va11ey Municipal Center in said City on Thursday, August 23, 2012, commencing at 7:00 P.M. The following Council Members were present: and the following were absent: Council Member introduced the following resolution in writing and moved its adoption: * * * * :x * * CITY OF APPLE VALLEY RESOLUTION NO. RESOLUTION CALLING FOR A PUBLIC HEARING ON THE ISSUANCE OF HEALTH CARE REVENUE REFUNDING BONDS AND AUTHORIZING THE PUBLICATION OF A NOTICE OF HEARING (EVERCARE SENIOR LIVING, LLC PROJECT) WHEREAS, Minnesota Statutes, Sections 469.152 through 469.1651, relating to municipal industrial development (the "Act"), gives municipalities the power to issue revenue obligations for the purpose of promoting the welfare of the state by the active attraction and encouragement and development of economically sound industry and commerce to prevent so far as possible the emergence of blighted and marginal lands and areas of chronic unemployment; and WHEREAS, the City of Apple Valley, Minnesota ("Apple Valley"), has received from EverCare Senior Living, LLC, a Minnesota limited liability company (the "Borrower"), a proposal that the City of Moorhead, Minnesota and the Economic Development Authority assist in financing or refinancing, among other things, a project hereinafter described in Exhibit A, a portion of which is located in Apple Valley, through the issuance of a revenue bonds or obligations (in one or more series) (the "Bonds") pursuant to the Act; and WHEREAS, Apple Valley has been advised that a public hearing and Apple Valley City Council approval of the financing of the project is required under the Act and Section 147(fl of 4893761v1 � the Internal Revenue Code because a portion of the facilities to be financed or refinanced by the Bonds are located in Apple Valley: NOW, THEREFORE, BE IT RESOLVED by the City Council of Apple Valley, Minnesota, as follows: 1. A public hearing on the proposal of the Borrower will at the time and place forth in the Notice of Public Hearing attached hereto as Exhibit A. 2. The Clerk of the City is hereby authorized and directed to cause notice of the hearing to be given one publication in the official newspaper of the City of Apple Valley and a newspaper of general circulation available in the City of Apple Valley, not less than 14 days nor more than 30 days prior to the date fixed for the hearing, substantially in the form of the attached Notice of Public Hearing. Adopted this 23 day of August, 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk � * * * * * * The motion for the adoption of the foregoing resolution was duly seconded by Council Member , and after full discussion thereof and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 2 4893761v1 STATE OF MINNESOTA COUNTY OF DAKOTA CITY OF APPLE VALLEY I, the undersigned, being the duly qualified and acting City Clerk of the City of Apple Valley, Minnesota (the "City"), DO HEREBY CERTIFY that I have compared the attached and foregoing extract of minutes with the original thereof on file in my office, and that the same is a full, true and complete transcript of the minutes of a regular meeting of the City Council of the City duly called and held on the date therein indicated, insofar as such minutes relate to calling for a public hearing on approving the issuance of a revenue obligation for a project in the City. WITNESS my hand this day of August, 2012. Pamela J. Gackstetter, City Clerk 3 4893761v1 EXHIBIT A NOTICE OF PUBLIC HEARING ON A PROPOSAL FOR THE ISSUANCE OF HEALTH CARE REVENUE REFUNDING BONDS (EVERCARE SENIOR LIVING, LLC PROJECTS) Notice is hereby given that the City Council of the City of Apple Valley, Minnesota (the "Apple Valley") will meet at the Apple Valley Municipal Center, 7100 W. 147th Street, in the City, at 7:00 p.m. on Tuesday, September 11, 2012 to consider giving host approval to the issuance of revenue obligations by the City of Moorhead, Minnesota and the Moorhead Economic Development Authority (collectively, "Moorhead"), in one or more series, pursuant to Minnesota Statutes, Sections 469.152 to 469.1651 (the "Act"), in order to refinance debt issued for a project located in the City which is owned by EverCare Senior Living, LLC, a Minnesota limited liability company (the `Borrower"). The project consists of the refinancing of (i) the outstanding Health Care Revenue Bonds (EverCare Senior Living, LLC Projects), Series 2005A (the "Series 2005A Bonds) issued by the Apple Valley Economic Development Authority to finance the acquisition of (a) a 60 bed assisted living facility located at 14615 and 14625 Pennock Avenue in Apple Valley and commonly known as Centennial House of Apple Valley (the "Apple Valley Project"), (b) a 104 bed assisted living facility located at 6001 — 6021 Earle Brown Drive in the City of Brooklyn Center, Minnesota and commonly known as Prairie Lodge of Earle Brown (the "Brooklyn Center Project"), (c) a 33 bed assisted living facility located at 502 and 512 Third Avenue South, in the City of Moorhead, Minnesota and commonly known as The Evergreens of Moorhead (the "Moorhead Project"), and (d) a 66 bed assisted living facility located at 1401 —1411 West Gateway Circle in the City of Fargo, North Dakota commonly known as The Evergreens of Fargo (the "Fargo Project"); and (ii) the outstanding Health Care Revenue Bonds (Ecumen and Ecumen Foundation Corporate Guaranty — Centennial Campus Project) Series 2008A (the "Series 2008A Bonds") and its $115,000 Taxable Health Care Revenue Bonds (Ecumen and Ecumen Foundation Corporate Guaranty — Centennial Campus Project ) issued by the City of Eagan, Minnesota for the purpose of financing a 20-unit memory care facility located at 14631 Pennock Avenue in Apple Valley (the "2008 Apple Valley Project" and together with the Apple Valley Project, the Brooklyn Center Project, the Moorhead Project and the Fargo Project, the "Projects"). The ma�cimum estimated principal amount of the Bonds to be issued by Moorhead to refinance the Projects is approximately $20,000,000. The Bonds if and when issued will not constitute a charge, lien or encumbrance upon any property of Moorhead or Apple Valley and such obligations will not be a charge against the general credit or taxing powers of Moorhead or Apple Valley but will be payable from sums to be paid by the Borrower pursuant to a revenue agreement. At the time and place fixed for the Public Hearing, the City Council will give all persons who appear at the hearing an opportunity to express their views with respect to the proposal. Written comments will be considered if submitted at the above City office on or before the date of the hearing. A-1 4893761v1 �k. E ... .... :::. City of App+e Va��ey MEMO Parks and Recreation Department 7100 - 147�' Street West Apple Valley, MN 55124 952 / 953-2300 TO: Mayor, City Council, and City Administrator FROM: Tom Adamini, Parks & Recreation Dept. Interim Director DATE: August 17, 2012 SUBJECT: Authorization to Advertise for Sealed Bids for Quarry Point Park Storm Damage Repair The summer storm of June 19, 2012, significantly damaged the baseball field fencing at Quarry Point Park. The park is located on the northwest corner of 160�' Street and Pilot Knob Road. Staff has been working with a representative of the League of MN Cities on insurance estimates and loss coverage. Project restoration specifications are being prepared by the original park design company Anderson-Johnson Associates, Inc. Adhering to bid process guidelines regarding timing, and to begin the project by early October, preliminary copies of the specifications are attached for your review. At this time, we are seeking authorization to advertise for bids for the purpose of Quarry Point Park fencing restoration. It is our intention to hold a bid opening September 14th, 2012, and present an award recommendation at the September 27�' City Council meeting. Action Reauested: Adopt resolution approving preliminary specifications for Quarry Point Park Storm Damage Repair and authorizing advertising for receipt of bids at 10:00 a.m. on September 14, 2012. DMPM H.�Adamini: Quotes:1012: QP Fencing Restorariai bid autho memo.doc � � � CITY OF APPLE VALLEY RESOLUTION NO. 20012- A RESOLUTION APPROVING SPECIFICATIONS AND DIRECTING RECEIPT OF SEALED BIDS FOR QUARRY POINT PARK STORM DAMAGE REPAIR WHEREAS, the City Council of Apple Valley has reviewed specifications for the Quarry Point Park Storm Damage Repair, copies of which are on file in the Office of the Parks and Recreation Department; and WHEREAS, the City Council believes that the interest of the City would be best served by receiving sealed bids based on said specifications; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The Interim Parks and Recreation Director is authorized to receive sealed bids at the time and place specified in the form of notice attached hereto as Exhibit A. � 2. The Interim Parks and Recreation Director is authorized and directed to cause an advertisement for said bids to be published once in Apple Valley Sun Thisweek, being the official newspaper of the City, once in the online Quest Construction Data Network, and once in Construction Bulletin, not less than ten (10) days prior to the opening of said bids. ADOPTED this 23 day of August� 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY ADVERTISEMENT FOR BIDS Project Identification: The City of Apple Valley, Parks and Recreation, will receive sealed bids for: QiJARRY POINT PARK STORM DAM.AGE REPAIRS CITY OF APPLE VALLEY 15725 PILOT KNOB�ROAD APPLE VALLEY, MINNESOTA 55124 unti110:00 AM, Friday, September 14, 2012, at the Apple Valley Munici�al Center, 710U West 14?"' Strcet, Apple Valley, Minnesota, at which tirne and place all bids wi11 be publicly opened and read aloud. B�ddexs are in�ited to attend. Bids received after 10:00 a.m. will be retumed unopened. Bid Form: Bids shall be upon form provided by the Owner. Envelopes containing bids must be sealed, marked "Proposal, QUARRY POINT PARK STORM DAMAGE REPAIRS" with the name and address of the bidder and the date and hour of the opening and addressed to: Pamela J. Gackstetter, City Clerk Apple Valley Municipal Center 7100 - 147th Street West Apple Valley, Minnesota The complete form shali be without alterations, additions, or erasures. All bids must be on a lump sum basis. Description of Work: The Quany Point Park Storm Damage Repairs project generally consists of the repair or replacement of chain link fence and backstop systems at four existing baseball fields. Specific work consists of site demolirion and removals, concrete curbing and pavement, fencing, backstops, site restoration and other related work. Basis of Bids: Lump sum Bids will be received for Work included in Contract. Bidders shall submit individual lump sum bids for the project. Bidders shall also submit individual lump sum bids on requested alternates for each project. Procurement of Documents: Bidders may secure up to two sets of the Bidding Documents at the office of Anderson- Johnson Associates, the Landscape Architect, Site Planner and Engineer, upon a deposit of $45.00 per set. Deposit will be refunded for one set if documents are returned in good condition, to Anderson-Johnson Associates, Inc., within 10 days after date of bid opening and Bidder has submitted a Bid to the Owner. A se arate check of 20.00 is required if mailing is requested. Documents will be available on or about August 23, 2012, for public inspection at the Owner's Office and Landscape Architect/ Engineer's office. Bonding Requirements: Successful contractors shall be required to provide a Performance Bond and a Labor and Material Payment Bond in the amount of 100 percent of the Contract Amount. Bid Security: Each bidder must accompany their proposal with a Cashier's Check, Bid Bond, or Certified Check equal to 5% of the amount of the Proposal payable to The City of Apple Valley as a guarantee of prompt execution of the contract in accordance with the Proposal and Contract Documents and that they will fumish bond acceptable to The City of Apple Valley covering performance of the Contract. Substitution of Materials: Bidders who wish to provide an unspecified product which meets or exceeds the minimum requirements specified, may submit written requests for approva] by Anderson-Johnson Associates, Inc. not less than 7 days before Bid Date. Owner's Right to Reject Bids: Owner reserves the right to reject a Bid which is in any way incomplete or irregular or to waive informalities in a Bid received, and accept a Bid, which in the Owner's judgement is in the Owner's best interests. 0011 00-1 No.12�r DRAWING INDEX C1 TITLE SHEET C2 FENCING REPAIR / REPLACEMENT PLAN C3 SITE DETAILS LANDSCAPE ARCHITECT'S CERTIFICATION I hereby certify that these plans and specifications were prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. � Ja LLA No. 23543 August 20, 2012 END OF SECTION 00 0105 00 Ol 10-2 No. 12xxx PROJECT MANUAL QUARRY POINT PAI�;K STORM DAI�ZAGE REpAIR CITY OF APPLE VALLEY � 15725 PILOT KNOB ROAD APPLE VALLEY, MINNESUTA 55124 PREPARED FOR: City of Apple Valley 7100 -147th Street West Apple Valley, Minnesota 55124 PREPARED BY: Anderson-Johnson Associates, Inc. Landscape Architecture • Site Planning • Civil Engineering 7575 Golden Valley Road, Suite 200 Minneapolis, Minnesota 55427 Phone: 763-544-7129 � Fax:763-544-0531 aja@ajainc.net August 20, 2012 Project No: 12xxx DOCUMENT 00 Ol OS TABLE OF CONTENTS, SCHEDULE OF DRAWINGS, CERTIFICATION INTRODUCTORY INFORMATION 00 Ol Ol Title Sheet 00 O1 OS Table of Contents, Schedule of Drawings, Certification PROCUREMENT AND CONTRACTING REOUIREMENTS 00 11 00 Advertisement for Bids 00 22 13 Supplementary Instructions to Bidders 00 30 00 Special Conditions 00 41 00 Bid Form 00 72 00 General Conditions of the Contract 00 73 00 Supplementary Conditions of the Contract SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS — O1 10 00 Summary of Work O1 23 00 Description of Alternates O1 29 00 Application for Payment O1 31 00 Project Meetings O1 33 00 Submittals Ol 42 19 Reference Standards Ol 45 00 Quality Control O1 50 00 Construction Facilities and Controls O1 60 00 Material and Equipment O1 70 00 Contract Closeout Ol 71 23 Field Engineering DMSION 2 EXISTING CONDITIONS 02 O1 10 Existing Utilities 02 41 00 Site Demolirion and Removals DMSION 32 EXTERIOR IlvIPROVEMENT5 32 13 13 Exterior Concrete 32 31 13 Chain Link Fence 00 Ol 10-1 No.12a�e DRAWING iNDEX C 1 TTTLE SHEET C2 FENCING REPAIR / REPLACEMENT PLAN C3 SITE DETAILS LANDSCAPE A.RCHITECT'S CERTIFICATION I hereby certify that these plans and specifications were prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. � Ja LLA No. 23543 August 20, 2012 END OF SECTION 00 0105 00 Ol 10-2 No. 12�x CITY OF APPLE VALLEY ADVERTISEMENT FOR BIDS Project Identification: The City of Apple Valley, Parks and Recreation, will receive sealed bids for: QUARRY POINT PARK STORM DAMt�GE REPAIItS CITY OF APPLE VALLEY 15725 PILOT KNOB APPLE VALLEY, MINNESOTA 55124 unti110:00 AM, Friday, September 14, 2012, at the Apple Valley Municipal Center, 7100 West 147"' Street, Ap}�le Valley, Minnesota, at which time and place a1T bids will be publicly opened and read aloud. Biddexs are invited to attend. Bids received after 10:00 am. will be returned unopened. Bid Form: Bids shall be upon form provided by the Owner. Envelopes containing bids must be sealed, marked "Proposal, QUARRY POINT PARK STORM DAMAGE REPAIItS" with the name and address of the bidder and the date and how of the opening and addressed to: Pamela J. Gackstetter, City Clerk Apple Valley Municipal Center 7100 - 147th Street West Apple Valley, Minnesota The complete form shall be without alterations, additions, or erasures. All bids must be on a lump sum basis. Description of Work: The Quarry Point Park Storm Damage Repairs project generally consists of the repair or replacement of chain link fence and backstop systems at four existing baseball fields. Specific work consists of site demolition and removals, concrete curbing and pavement, fencing, backstops, site restoration and other related work. Basis of Bids: Lump sum Bids will be received for Work included in Contract. Bidders shall submit individual lump sum bids for the project. Bidders shal] also submit individuallump sum bids on requested alternates for each project. Procurement of Documents: Bidders may secure up to two sets of the Bidding Documents at the office of Anderson- Johnson Associates, the Landscape Architect, Site Planner and Engineer, upon a deposit of $45.00 per set. Deposit will be refunded for one set if documents are returned in good condition, to Anderson-Johnson Associates, Inc., within 10 days after date of bid opening and Bidder has submitted a Bid to the Owner. A se arate check of 20.00 is required if mailing is reyuested. Documents will be available on or about August 23, 2012, for public inspection at the Owner's Office and Landscape Architecb Engineer's office. Bonding Requirements: Successful contractors shall be required to provide a Performance Bond and a Labor and Material Payment Bond in the amount of 100 percent of the Contract Amount. Bid Security: Each bidder must accompany their proposal with a Cashier's Check, Bid Bond, or Certified Check equal to 5% of the amount of the Proposal payable to The City of Apple Valley as a guarantee of prompt execution of the contract in accordance with the Proposal and Contract Documents and that they will fiunish bond acceptable to The City of Apple Valley covering performance of the Contract. Snbstitution of Materials: Bidders who wish to provide an unspecified product which meets or exceeds the minimum requirements specified, may submit written requests for approval by Anderson-Johnson Associates, Inc. not less than 7 days before Bid Date. Owner's Right to Reject Bids: Owner reserves the right to reject a Bid which is in any way incomplete or irregular or to waive informalities in a Bid received, and accept a Bid, which in the Owner's judgement is in the Owner's best interests. 001100-1 No.12� Withdrawal of Bids: No bid shall be withdrawn subsequent to the opening of the bid without the consent of the City Council of Apple Valley Minnesota for a period of thirty (30) days after the scheduled time of closing bids. Tom Adamini, Pazk and Recreation Director City of Apple Valley END OF SECTTON 0011 00 0011 00-2 No. 12�c SECTION 00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify, change, delete, or adds to the "Instructions to Bidders", Articles 1'through 9 inclusive, and where any of the following provisions conflict with the AIA Instructions to Bidders these supplementary provisions prevail. Where any part of AIA Instructions to Bidders is not modified or voided by these Supplemental Instructions, the unaltered provisions of the part remain in effect. 1.01 DEFINITIONS A. Refer to Article 1- Definitions, AIA Document A701-1997. 1.02 EXAMINATION OF SITE AND DOCITMENTS A. Before submitting a Bid, each bidder shall carefully examine the Drawings, read the Specifications and all other Contract Documents, and visit the site of work. Each Bidder shall be fully informed prior to the bidding as to all existing conditions and limitations under which the work is to be performed and they shall include in their Bid a sum to cover the cost of all items necessary to perform the work as set forth in the Contract Documents. No allowance will be made to any Bidder because of lack of such examination or knowledge. The Submission of a bid shall be construed as conclusive evidence that the bidder has made such examination. 1.03 ORDINANCES, CODES, AND REGULATIONS A. Each bidder must be familiarized with all Federal, State, County and City laws, Ordinances, and Codes which affect those engaged on the work or the material or equipment used. 1.04 BIDDING DOCUMENTS A. Refer to Article 3- Bidding Documents, AIA Document A701-1997. B. Delete Subparagraphs 3.L1 and 3.1.2 and replace with the foliowing: 3.1.1 Bidders may secure up to two sets of the Bidding Documents at the o�ice of Anderson-Johnson Associates, the Landscape Architect, Site Planner and Engineer, upon a deposit of $45.00 per set. Deposit will be refunded for one set if documents are returned in good condition, to Anderson-Johnson Associates, Inc., within 10 days after date of bid opening and Bidder has submitted a Bid to the Owner. A se arate check of 20.00 is required if mailing is reGuested. 1.05 BID SECURITY A. Each proposal must be accompanied by a Bidder's Bond (Form of Bid Bond shall be A.I.A. Document A-310) or a certified bid deposit check, payable to the City of Apple Valley, in the sum of 5% of the total base bid, as a guarantee that the Bidder, if awarded the Contract will promptly execute such Contract in accordance with the proposal and in the manner and form required by the Contract Documents and will furnish good and sufficient bond for the faithful performance of the Contract. The bid security of the three lowest bidders will be retained until the Contract is awarded or other disposition is made thereof. The bid security of all bidders will be returned promptly after the opening of Bids. No bid will be considered unless accompanied by the required deposit. 1.06 PERFORMANCE AND PAYMENT BOND A. The Contractor shall promptly furnish a Performance and Payment Bond (form of Bond shall be AIA Document A-313) in the full amount of the Contract price. The cost of the bond shall be part of the contract price. 00 22 13-1 No.l2xxx 1.07 PREPARATION OF BIDS A. Bid Form Format: Contract Documents have been prepared for Quarry Point Park Storm Damage Repairs- City of Apple Valley. Bids shall be on Bidder's letterhead and the form and wording shall be exact copies of the Bid Form included in the Project Manuals. Bidders are required to include Base Bid and ali Alternate Bids in the appropriate location designated on the Bid Form. 1.08 SUBMISSION OF BIDS A. Two complete bid responses, including attachments, one of which must be an original, are to be returned. Bids shall be printed in ink or typewritten, addressed to Pamela J. Gackstetter, Apple Valley City Clerk, and marked on the envelope as to clearly identify the Project Bid upon time and date as given in the advertisement for bids. Envelopes shall also bear the name of the person or firm by whom the bid is submitted. B. Bids must be submitted by properly filling each and every space provided for the purpose on the proposal. Bids containing clauses or phrases which modify the enclosed Bid Form shall be cause for rejection. C. Proposals will be accepted only on the basis of performing all of the work outlines in each proposal. D. Contract award will be made on the basis of the LUMP SUM figure submitted as the TOTAL BASE BID, unless alternates are selected, in which case the awards will be made on the basis of the total of Base Bids and Alternate Bid elected. 1.09 REJECTION OF BIDS A. A bid may be rejected if it contains any alteration or erasure unless the aiteration or erasure is conected as herein provided. An alteration or erasure may be crossed out and the correction thereof printed in ink by the person signing the bid. The person signing the bid shali also file a certificate with the bid explaining the correction of the alteration or erasure. The City of Apple Valley reserves the right to reject any or a11 bids or any part of any bids, waive minor defects or technicalities, or to advertise for new proposals as it may deem best for its interest. 1.10 ERROR IN BIDS A. Bidders or their authorized agent are expected to examine the Drawings, Specifications and also all forms and instructions pertaining to the Work which will be open for inspection. Failure to do so will be at the bidder's risk and they cannot secure relief on the plea of error in bid. 1.11 WITHDRAWAL OF BIDS A. Bids may be withdrawn by letter request received from the bidders prior to the time set for opening of the bids; provided that any such requests be signed in the same manner and by the same person or persons who signed the bid and should not reveal the amount of the bid; if such request for withdrawal is not explicit and if it is in any sense subject to misinterpretation, the Bid shall be subject to either acceptance or rejection, as may be the best interest of the City, and in its discretion. 1.12 DISQUALIFICATION OF BIDDERS A. Any of the following reasons may be considered sufficient cause for disqualification of a Bidder and the rejection of their Proposal or Proposals: 1. More than one Proposal for the same work from an individual, firm, or corporation under the same or different name. 2. Evidence of collusion among bidders. Participants in collusion will receive no recognition as bidder on future work until they have reinstated as responsible bidders. 3. Evidence that any bidder is interested in more than one Proposal for the same work. 00 22 13-2 No.12xa�e 1.13 AWARD OF BIDS A. Acceptance of proposal of the City of Apple Valley shall bind the bidder to provide all required bonds and certificates and to execute the Contract within six (6) days after notification of such award. One calendar day shall be subtracted from the specified number of calendar days to complete the Project for each day beyond the six (6) days that the bidder fails to provide the required bonds, certificates and execute the Contract. 1.14 PERMITS A. The Contractor shall make application for, and take out all necessary permits required by all governing aut�orities. The Contractor shall bear all costs, fees, and charges of required pernuts. Fees for such permits shall be included in the bid price, and the Contractor shall indemnify and hold harmless the City against any such charges. 1.15 TAXES A. The Contractor shall be deemed to have included in the price quoted the amounts payable by the successful bidder or by the Owner in account of taxes imposed by any t�ing authority upon the sale, purchase or use of materials, supplies or equipment. 1.16 EXECUTION CONTRACT AND BONDS A. Within ten (10) calendar days after the contract and bond forms have been mailed to the successful bidder, he shall execute and return a written Contract, furnish satisfactory insurance in the amounts and in the manner specified in the Contract Documents or Addenda thereto. If return of the executed Contract and bond forms within the specified time is impossible due to the absence of one or more of the required signers, an extension of time may be granted by the City of Apple Valley, provided satisfactory evidence is furnished and due assurance given that the forms will be executed within a brief period of time. The Contract and surety bond shall be in the form attached to and made part of the Contract Documents. Surety bonds shall be issued by a corporation authorized to contract as a surety in the State of Minnesota. B. The Contract when executed shall be deemed to include the entire agreement between the parties thereto and the Contractor cannot claim modification thereof resulting from any presentation or promise made by any officer, agent, or employee of the Owner or any other person. 1.17 RESPONSIBILITY OF COORDINATION A. The Owner reserves the right to let other contracts in connection with the Work. The Contractor shall afford other Contractors reasonable opportunity for the introduction and storage oftheir materials and the execution oftheir work and shall properly connect and coordinate his work and theirs. B. If any part of the Contractor's work depends for proper execution or results upon the work of any other Contractor, the Contractor shall inspect and promptly report to the Engineer any defects in such work that render it unsuitabie for such proper execution and results. Their failure so to inspect and report shall constitute an acceptance of the other Contractor's work as fit and proper for the reception of his work. C. To insure the proper execution of his subsequent work, the Contractor shall measure work already in place and shall at once report to the Engineer any discrepancy between the executed work and the drawings which will affect his work. 1.18 TIME OF COMMENCEMENT - SITE AVAILABILITY A. On or about September 24, 2012. 00 2213-3 No.12�cxx 1.19 MILESTONE COMPLETION DATES A. Construction Substantial Completion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . October 26, 2012 B. Final Completion, including clean-up and restoration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . November 2, 2009 C. Each bid shall be accompanied be a Bidder's Bond or Certified or Cashier's check made payable to the City of Apple Va11ey for an amount equal to 5% of the bid as Bid Security. D. No bid may be withdrawn within thirty (30) days after the opening of bids. E. The Owner reserves the right to accept or reject any or a11 bids and to waive any informalities or irregularities in bidding. END OF SECTION 00 22 13 00 22 13-4 No. 12xxx SECTION 00 30 00 SPECIAL CONDITIONS PART 1- GENERAL 1.01 STA.RT OF WORK AND PROGRESS SCHEDULE A. Contractor shall apply for construcrion permits within three (3) days after notification of award of contract and sha11 commence construction within three (3) business days after General Construction Permits have been issued; a detailed Progress Schedule shall be submitted to the Landscape Architect/Engineer and Owner within five (5) business days after notification of awazd of contract in accordance with the requirements of Section Ol 33 00. 1.02 TIME OF COMPLETION A. Su6stantial Completion Dates: Shall be as outiined in Document Ol 21 13 - Instructions to Bidders, Item No.1.19 - Milestone Completion Dates. B. Construction Scheduling and Coordination: To meet the time of completion and occupancy schedule outlined above, the Landscape Architect/Engineer and Owner strongiy believe that Construction Scheduling, Project Coordination, and Project Communications (i.e. timely and productive Project Meetings) are essential. C. Material and Systems have been selected and specified with the time of completion in mind. Both the Owner and Landscape Architect/Engineer are committed to working closely with the Contractor and in aiding him in ways that will assist him in meeting the time of completion in a profitable manner to the satisfaction of Contractor and Owner alike. 1.03 SMOKING RESTRICTIONS A. The buildings and grounds of the City of Appie Valley are designated as a"NO SMOKING" area. No smoking will be allowed by AN1' construction personnel on the site at any time. The Contractor shall be responsible for the enforcement of this restriction, and violators, after adequate warnings, will be removed from the site. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 00 30 00 00 3132-1 No. 12xxa� SECTION 00 41 00 BID FORM (Bidder shali copy this form on his own ]etterhead) BID TO: Pamela J. Gackstetter, City Clerk Apple Valley Municipal Center 7100 - 147th Street West Apple Valley, Minnesota 55124 BID FROM: In accordance with the Advertisement for Bids and the proposed Contract Documents prepared by Anderson-Johnson Associates, Inc., Landscape Architects, Site Planners and Civil Engineers, Minneapolis, Minnesota, dated August 20, 2012, relating to the construction of: QUARRY POINT PARK STORM DAMAGE REPAIRS CITY OF APPLE VALLEY APPLE VALLEY, MINNESOTA the undersigned, having visited the sites of proposed construction and having become thoroughly familiar with local conditions affecting the cost and performance of the Work and with all requirements of the Contract Documents and related Addenda, hereby purposes and agrees to provide all labor and materials required to construct and complete the Work in accordance with the Contract Documents and Addenda for the following amounts: BASE BID: $ written amount: ALTERNATES TO BASE BID: Alternate 1- Extend, upgrade fencing at Baseball Field Nos. l and 2: ADD $ Alternate 2- Extend, upgrade fencing at Baseball Field Nos. 3 and 4: ADD $ Bid Security Attachment: We attach hereto a certified check, cashier's check, or bid bond in the amount of 5 percent of the above Base Bid, made payable to the City of Apple Valley as guarantee of this proposal. Start-up and Completion Dates: If this proposal is accepted within 15 days of bid opening, we agree to start and to substantially complete the work by the following dates: 1. Start Work: 2. Construction Substantial Completion: 3. Final Completion, including clean-up and restoration: Bidding Documents: Bidder acknowledges receipt of the Contract Drawings and Project Manual, dated August 20, 2012, and affirms that all costs associated with these Documents are included in Base Bid or Altemate Bid, if applicable, sums. 00 41 00-1 No. 12xx�e Addenda: Receipt of the following Addenda to the Contract Documents and their costs being incorporated into the Bid is acknowledged (give Addendum numbers): Addendum Na Date Addendum Na Date Addendum No. Date Bid Acceptance: If written notice of the acceptance of this Bid is received by the undersigned within 30 days after date set for opening of this Bid, or at any other time thereafter before Bid is withdrawn, the undersigned agrees to enter into and execute a Contract with the Owner in accordance with this Bid as accepted and in a form acceptable to Owner, and to furnish and deliver to Owner the Performance Bond, Labor and Material Payment Bond, and proof of insurance coverage, all within 7 days after notice of acceptance of this Bid. Execution of Proposal: The entity(ies) signing this proposal is fully authorized to sign on behalf of the named firm and to fully bind the named firm to all of the conditions and provisions of the Contract. This proposal shall remain valid and not be withdrawn for 30 calendar days after bid due date. Submitted this day of , 2p Name of Firm: Street Address: City: Bidder is (Check One) ( ) Individual ( ) Partnership ( ) Corporation If Bidder is a corporation, give legal name of corporation, state where incorporated, and names of president and secretary; if a partnership, give names of all individual co-partners composing the firm; and if an individual, give first and last name in full. Name (Typed or Printed): Signature: Title: END OF SECTION 00 4100 00 4100-2 No.l2acxx SECTION 00 72 00 GENERAL CONDITIONS OF THE CONTRACT PART 1- GENERAL 1.01 GENERAL CONDITIONS A. Applicable Conditions: The General Conditions of the Contract for Construction, AIA Document A201-1997, Fifteenth Edition, Articles 1 through 14 inclusive, is a part of this Contract and is available for review at the Engineer's office. B. Extent of Applic$tion of Conditions: The General Conditions of the Contract for Construction apply to all sections of this Specification. C. Supplements to General Conditions: Refer to Section 00 73 00, Supplementary Conditions, for supplements to the General Conditions of the Contract for Construction. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 00 72 00 00 31 32-1 No. 12xxa� SECTION 00 73 00 SUPPLEMENTARY CONDITIONS PART 1- GENERAL 1.01 SUPPLEMENTS A. Description: The Supplementary Conditions contain modifications to the AIA General Conditions, AIA Document A201 (Fifteenth Edition, 1997) in the form of additions, deletions, and substitutions. Where any part of the AIA General Conditions is modified by these Supplementary Conditions, the unaltered provisions remain in effect. 1.02 ARTICLES AMENDED BY SUPPLEMENTARY CONDITIONS A. Paragraph 1.1, Basic Definitions: Add the following to Paragraph 1.1: 1.1.8 ALTTHORITY: Terms as"approved", "for approval", "selected", and "as directed" shall mean the authority of the Engineer unless linked to the identity "Owner" or "Contractor". 1.1.9 PRODUCT: The term "product" as used in the Contract Documents includes materials, systems, and equipment. B. Paragraph 1.2, Execution, Correlation, and Intent: l. Add the following to Subparagraph 1.2.3: 1.2.3.1 By executing the Contract or a subcontract on this Work, Contractor or Subcontractor warrants that he has reviewed the Contract Documents and that his products will be installed satisfactorily (including features unique to a specific product or assembly not specifically indicated on the Drawings and Specifications, or different from those indicated), including the payment of the cost of additional work of others as may be necessary to bring the Work into conformance with the unique requirements of any such products. 1.2.3.2 If there is an inconsistency in quality or quantity of work required by the Contract Documents, either the greater quality or quantity of work indicated or the lesser yuality or quantity of work indicated shall be provided in accordance with Engineer's interpretation, and no change in Contract Sum will be permitted. 2. Add the following to Paragraph 1.2: 1.2.7 The term "Furnish" as used in the scope of sections of the Specifications, shall mean to include, without limitations, al] products, materials, equipment, accessories and other related items required for complete installation of the Work. 1.2.8 The term "Provide" as used in the scope of sections of the Specifications shall mean "furnish and install" and shall include without limitations, all labor, materials, equipment, transportation, services, and other items required to complete the indicated and referenced Work. 1.2.9 Items indicated "N.I.C." (Not in Contract) on the Drawings or in the Specifications are items furnished, installed, and connected by the Owner or others and all work required for such items is completely excluded from the Contract for construction. 00 73 00-1 No.l2xxx 1.2.10 Items indicated "By Owner" on the Drawings or in the Specifications shall be furnished and unloaded at the site by the Owner in a location as directed by the Contractor. The complete installation and service connections of these items sha11 be the responsibility of the Contractor. 1.2.11 Items indicated "By Others" on the Drawings or in the Specifications shall be furnished, unloaded at the site, and installed or set in place by others in a location shown. Trimming service connections, and fittings of Contract equipment or materials to these items shall be the responsibility of the Contractor as is normal to or set forth under his division of work in the Specifications. C. Paragraph 2.2, Information and Services Required of the Owner: 1. Delete Subparagraph 2.2.5 in its entirety and replace with the following: 2.2.5 Contractor will be furnished as many additional copies of the Contract Drawings and Project Manual as may be requireci, at cost of reproduction and handling, which is $1.50 per sheet of the Drawings and $.15 per sheet of the Project Manual, plus postage and handling charges if mailing is required. Charges for additional copies of the Drawings and Project Manual aze not refundable. D. Paragraph 3.2, Review of Contract Documents and Field Conditions by Contractor: - 1. Add the following Subparagraph 3.2.4: 3.2.5 Should it appear that Work described or matters relative to Work, are not sufficiently detailed or explained in Contract Documents, Contractor shall apply to Engineer for supplementary drawings or clarifications as may be necessary and sha11 meet requirements of these documents as far as they are consistent with original Contract Documents. In no case shall Work be commenced, in uncertainty. E. Paragraph 3.4, Labor and Materials: 1. Add the following Subparagraphs 3.43 and 3.4.4: 3.4.3 The Contractor shall be responsible for costs of additional work and changes required to incorporate substitute materials, products, equipment or systems approved during the bidding period, including all such work and changes performed under other divisions of Work. 3.4.4 After execution of the Contract, substitution of a material, product or piece of equipment will not be allowed unless the specified item is unavailable as a result of a cause beyond the control or without the fault of the Contractor or a Subcontractor or material supplier which the Engineer determines justifies the substitution. F. Paragraph 3.5, Warranty: 1. Add Subparagraphs 3.5.1.1, 3.5.1.2, 3.5.1.3, 3.5.1.4 and 3.5.1.5 as follows: 3.5.1.1 The terms "guarantee" and "warrant" or "warranty" may be used interchangeably in the Contract Documents. T'he definition "warranty (guarantee) of the integrity of a product and of the warrantor's responsibility for the repair ar replacement of defective products or parts" is intended. 3.5.1.2 Where a product is specified by a manufacturer or brand name, it shall be understood that this designation is used to establish minimum standard of quality required, and the published data, including manufacturer's extended warranties, pertinent to this material or equipment, shall be considered a requirement of the Contract Documents as if it were quoted therein. 3.5.1.3 Contractor's general warranty obligation is not limited or released by the specification of a particular product or procedure. 00 73 00-2 No.12�cxx 3.5.1.4 Warranties provided by manufacturers are in addition to, not in lieu of, Contractor's general warranty. 3.5.1.5 Contractor's general warranty is not limited by the provisions of Pazagraph 12.2. G. Paragraph 3.7, Permits, Fees, and Notices: 1. Add Subparagraph 3.7.1.1 as follows: 3.7.1.1 Contractor shall provide and pay for a11 pernuts, fees and charges required by goveming authorities. H. Paragraph 3.10, Contractor's Construction Schedules: 1. Add Subparagraphs 3.10.4, 3.10.5, and 3.10.6: 3.10.4 Each Contractor and major Subcontractor shall obtain a copy of the General Contractor's Construction Schedule and amendments thereto and sha11 schedule their operations as work progresses to coordinate with the General Contractor's Construction Schedule and work of other Contractors and Subcontnctors. 3.10.5 Each Contractor shall adhere to the Construction Schedule and shall not erect any portions of the work where it is necessary that the work of the Contractors and Subcontractors sha11 be erected first or carried forward simultaneously without having first given the other Contractors a reasonable notice oftheir intentions. Should the other Contractors, after such reasonable notices, fail to have their work in readiness, the General Contractor shall be consulted and his directions foilowed. 3.10.6 During construction, the General Contractor shall update and revise the Construction Schedule on a monthly basis, to conform to the current status of the work, distribute copies to the parties receiving the original Schedule, and give due and timely notice to all others as necessitated by the revisions. I. Paragraph 3.12, Shop Drawings, Product Data, and Samples: 1. Delete Subparagraph 3.12.7 in its entirety and replace with the following: 3.12.7 By receiving, reviewing, approving, signing, and submitting Shop Drawings, Product Data, and Samples, the Contractor represents that he has determined and verified all materials, field measurements, and field construction criteria related thereto, or will do so, and that he has checked and coordinated the information contained within each submittal with the requirements of the Work and of the Contract Documents notwithstanding any statements to the contrary affixed to the submittal by the Contractor. 2. Add Subparagraph 3.12.12 as follows: 3.12.12 Refer to Division 1, General Requirements, for submittal procedures for handling Shop Drawings, Products Data, and Samples, processing of reproducibles, number of copies, identification and labeling, revisions, and resubmission procedures. J. Paragraph 3.16, Access to the Work: . 1. Delete Subparagraph 3.16.1 in its entirety and replace with the following: 3.161 Contractor shall provide Owner and Engineer and their representatives access to the Work in preparation and progress wherever located. 00 73 00-3 No. 12xxx K. Paragraph 3.18, IndemniFcationc i. Make the following changes to Section 3.18.1: In the first sentence of Subparagraph 3.18.1 after the words "tangible property" add the words ", including loss of use resulting therefrom" Delete "(other than the Work itsel�" in the first sentence. 2. Add the following to the end of Subparagraph 3.18.1 "The Contractor's obligations set forth in this Paragraph 3.18 shall include any claim by the Owner against the Contractor, a Subcontractor, or anyone else directly or indirectly employed by the Contractor or a Subcontractor, or against anyone for whose acts the Contractor or Subcontractor may be liable." L. Paragraph 4.3, Claims and Disputes: 1. Delete Subparagraph 4.3.10 in its entirety. 2. Add Clause 4.3.11 to Paragraph 4.3: 4.3.11 The Owner, at its sole discretion, shall be entitled to seek any and all legal and equitable relief it deems appropriate in order to protect its rights, remedies or redress, including claims for all consequential damages. This provision shall supersede and take precedence over any other conflicting provision in Paragraph 4.3 or this Agreement. 3. Add Clause 4.3.12 to Paragraph 4.3: Nothing in the Paragraph 4.3 shall negate, abridge or reduce the rights of the Owner's insurer(s) or carriers to seek any and all legal and equitable relief they deem appropriate against the Architect, Contractor, Subcontractors, Sub-subcontractors, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, for any injury, damage, loss or expense, including all consequential damages. M. Paragraph 4.5, Arbitration: i. Add the following to Subparagraph 4.5.2: Pre-arbitration discovery shall be conducted in accordance with Rules 26 through 37 of the Federal Rules of Civil Procedure. 00 73 00-4 No.12�rx • N. Paragraph 5.2, Award of Subcontracts and Other Contracts for Portions of the Work: 1. Add the following to Subparagraph 5.2.2: The right to reject any Subcontractor or Sub-subcontractor will be exercised by the Owner or the Engineer when, in reasonable opinion of either of them, the proposed Subcontractor or Sub-subcontractor: .1 cannot provide (or proposes unacceptable deviations in) materials, equipment, systems, methods, facilities, or other Work as required by the Contract Documents; .2 cannot provide labor and skill necessary to accomplish the part of the Work for which it proposed, including but not limited to quality of workmanship; .3lacks experience appropriate to the proper execution and completion for that part of the Work for which the Subcontractor or Sub-subcontractor is proposed; .4 has previously failed to perform satisfactorily with respect to other projects, including cooperation and necessary services after project completion; .5 cannot satisfactorily perform the part of the Work for which the Subcontractor or Sub-subcontractor is proposed within the time schedule, due to financial status, size of organization, existing work load, or other consideration; .6 cannot demonstrate ability, through examples of representative work, to perform the part of the Work, for which the Subcontractor or Sub-subcontractor is being considered; .7 exhibits other factors bearing on the probability of unsatisfactory performance O. Paragraph 7.3, Construction Change Directives: l. Delete Subparagraphs 7.3.3.1 and 7.3.3.2 in their entirety and replace with the following: 7.3.3.1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation. A lump sum for an increase in the Contract Sum may contain an allowance for the Contractor's overhead and profit. No allowance for overhead and profit will be required if the change results in a net decrease in cost. When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of net increase, if any. 7.3.3.2 Unit prices stated in the Contract Documents or subsequently agreed upon. Unit prices shall cover all of the Contractor's costs for labor, materials, equipment, and related services, including such costs for subcontracted work and the Contractor's overhead and profit. 2. Add Subparagraphs 7.3.3.5 and 7.3.3.6 as follows: 7.3.3.5 The cost of a change determined under the methods in Clauses 7.3.3.1, 7.3.3.3 and 733.4 shall include all costs directly related to the change, and the Contractor shall itemize these costs and provide appropriate supporting data as may be necessary to establish their correcfiess. Indirect costs, whether incurred on or off site, shall be included in the Contractor's overhead. ' 73.3.6 In the case of a change authorized under Clauses 7.3.3.1, 7.3.33, and 7.33.4, an allowance for overhead and profit shall be not more than 15 percent of the net cost of work accomplished by the Contractor's own forces and 10 percent of the net cost of work accomplished by subcontractors. Subcontractors may add an allowance of not more than 15 percent of the net cost of the work accomplished by their own forces to cover their overhead and profit. 00 73 00-5 No.12xx�e P. Paragraph 8.2, Progress and Completion: 1. Add Subparagraphs 8.2.4, 8.2.5, and 8.2.6 as follows: 8.2.4 Commencement of Work: After award of Contract, it shall be the responsibility of the Contractor to begin Work immediately upon the Engineer's notification to proceed and to thereafter pursue the Work diligently at all times with adequate qualified personnel to adhere to General Contractor's Construction Schedule, coordinate the work and not delay other Contractors and Subcontractors, and be able to deliver the completed Project to the Owner at the earliest possible date. Contractor shall award subcontracts, take required field dimensions, order materials, and submit Shop Drawings for Engineer's approval as soon after award of Contract as practical to ensure that work shall be able to proceed without delay or interruprion after notification to proceed is given. 8.2.5 Progress and Supervision of Work: It shall be the responsibility of the Contractor to supervise the operations of all Subcontractors responsible to him so as not to delay the Work. 8.2.6 Completion Date: Contractor understand and agrees that all Work must be performed in an orderly and closely coordinated sequence so that the dates for Substantial Completion, Final Completion and Milestone Dates may be met by Contractor. Timely Final Completion of the Project being of critical importance to the Owner, Contractor agrees that they shall substantially complete all Work under the Contract Documents within the time established therein and that they shall finally complete the Work in detail required and in the time required by the Contract Documents. To the extent that the Contract Documents contain or provide for specific contractual milestone dates in addition to Final and Substantial Completion dates, such dates shall be adhered to and shall be the last acceptable dates for those milestones and completions, unless modified by the Owner. While it is nor specified that any penalties sha11 be incurred for failure to meet date indicated, Contractor agrees to make every effort to meet date indicated, and if Owner is damaged by delay beyond date of proposed Contract completion, Contractor may be held liabie for such damage. Q. Paragraph 8.3, Delays and Extension of Time: 1. Add the following to Subparagraph 8.3.3: No payment, compensation or adjustment of any kind (other than the extension of time provided for) shall be made to the Contractor for damages because of hindrances or delays from any cause in the progress of the Work, whether such hindrances or delays be avoidable or unavoidable, and the Contractor agrees that he wiil make no claim for compensation, damages or mitigation of liquidated damages for any such delays, and will accept in full satisfaction for such delays, said extension of time, except where delay is caused by circumstances clearly beyond the Contractor's control. R. Paragraph 9.3, Application for Payment: 1. Add the following sentence to Subparagraph 9.3. L• Until the Work is substantially complete, the Owner will pay 95 percent of the amount due the Contractor on account of progress payments. S. Paragraph 9.8, Substanrial Completion: 1. Add the following sentence to Subparagraph 9.8.3: The payment shall be sufficient to increase the total payments to 100 percent ofthe Contract Sum, less such amounts as the Engineer shall determine for all incomplete work and unsettled claims. 00 73 00-6 No.l2xxx T. Paragraph 11.1, Contractors Liability Insurance 1. In Clause I 1.1.1.5, delete "other than to the Work itself," 2. Add the following to Subparagraph 11.1.1, Contractor's Liability Insurance: 11.1.1.9 Liability insurance shall include all major divisions of coverage and be on a comprehensive basis including the following: a. General Liability Insurance for Bodily Injury and Property Damage b. Products and Competed Operations c. Personal Injury and Employee Benefits Injury. d. Contractual including specified provision for Contractor's obligation under paragraph 3.18. e. Owned, non-owned and hired motor vehicles. f. Umbrella/Excess Liabiliry. 11.1.1.10 A General Liability or Umbrella Liability Policy on a claims-made basis will not be accepted without prior approval of the Owner. 3. Add the following to Subparagraph 11.1.2: 11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written for not less than the following limits, or greater if required by law: a. Workers' Compensation: L Minnesota Statutory 2. Employer's Liability: $500,000 per accident $500,000 disease, policy limit $500,000 disease, each employee b. Commercial General Liability (comparable to ISO form CG0001798) _ l. Bodily Injury and Property Damage—Each Occurrence $1,000,000 2. Personal Injury, Employee Benefit Injury and Advertising Injury $1,000,000 3. General Aggregate (Other than Products/Completed Operations) $1,000,000 4. Products-Competed Operations Aggregate Limit $1,000,000 5. Per Project Aggregate $1,000,000 6. T'he Owner shall be added as additional insured on a primary basis with respect to operations of the Contractor. 7. Products-Completed Operations Insurance shall be maintained for a minimum period of 2 years after final payment. The Contractor shall continue to provide evidence of such coverage to the Owner on an annual basis during the aforementioned period. c. Business Auto Liability (including owned, non-owned and hired vehicles): 1. Bodily Injury and Property Damage—Per Accident or Occurrence $1,000,000 d. Umbrella/Excess Liability $1,000,000 each occurrence $1,000,000 per project aggregate. 00 73 00-7 No. 12xxx 4. Replace 11.1.3 with the following: Certificates of insurance acceptable to the Owner shall be submitted prior to the commencement of the Work. These certificates and the insurance policies required by this Paragraph 11.1 shall contain a provision that coverage afforded under the policies will not be cancelled, materially altered or allowed to expire until at least 60 days prior written notice has been given to the Owner. If any of the foregoing insurance coverages are required to remain in force after final payment, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment as required by Subparagraph 910.2. Information concerning reduction in coverage on account of revised limits or claims paid under the General Aggregate, ar both, shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief. Certified copies of the policies providing coverage for the Contractor will be provided upon request of the Owner. 5. Delete Paragraph 11.3 in its entirety. 6. The following changes are made to Paragraph 11.4: a. Delete the first sentence of subparagraph 11.4.1 and substitute the following: The Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all risk" or equivalent policy form in the amount of the contract Sum, plus value of subsequent Contract modifications, and cost of materials supplied or installed by others, comprising total value for the entire Project at the site on a replacement cost basis without optional deductibles. b. Add to the end of the last sentence of Subparagraph 11.4.1: 'The Contractor shall include the Owner, Architect, Subcontractors and Sub-subcontractors as additionai insureds on the property insurance required by this paragraph 11.4.1 and shall furnish to the Owner and Architect one copy of the Certificates of Insurance which shall specifically set forth evidence of coverage required by Subparagraphs 11.4. If the Owner is damaged by the failure of the Contractor to procure or maintain such insurance, then the Contractor shall be liable for a11 damages, injury, costs and expenses, including attorneys' fees, arising out of or resulting from the Contractor's failure to procure or maintain such insurance. c. In the first sentence of Clause 11.4.1.1. delete the words "and Contractor's" and substitute the words "and Owner's". d. Delete Clause 11.4.1.2 and 11.4.1.3 in their entirety. e. Delete the Second sentence of subparagraph 11.43 in its entirety. f. Delete Clause 11.4.4 and 11.4.5 in their entirety. g. Replace 11.4.6 with the following: Before an exposure to loss may occur, the Contractor shall file with the Owner, 2 certified copies of the policy or policies providing this Property Insurance coverage, each containing those endorsements specifically related to the Project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 60 days prior written notice has been given to the contractor. h. Delete Subparagraph 11.4.7 in its entirety. i. Replace the first sentence in 11.4.8 with the following: A loss insured under the insurance required by paragraph 11.4.1 shali, at the discretion of the Owner, be adjusted by the Contractor as fiduciary and made payable to the Contractor as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and Subparagraph 11.4.10 as supplemented herein. j. In Subparagraph 11.4.9 delete "Owner" each time it appears and substitute the word "Contractor". 00 73 00-8 No. 12xxx 7. Begin Subparagraph ll.5.1 with the following: As required by MN Statute 574.26 Subdivision 2, the Contractor shall. . . U. Paragraph 13.5, Tests and Inspections: 1. Add the following to Subparagraph 13.5.4: 13.5.4.1 When and where required by state or local ordinances, laws or codes, submit all certificates of testing, inspection or approval to the Engineer before final payment is made to Contractor. V. Paragraph 15, Equal Opportunity: 1. Add Article 15 as follows: 15.1 Policies of Employment 15.1.1 The Contractor and all Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, national origin or age. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, religion, color, sex, national origin or age. Such action shall include, but not be limited to the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non-discrimination. 15.1.2 The Contractor and all Subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex, national origin or age. END OF SECTION 00 73 00 00 73 00-9 No. 12�exx SECTION Ol 10 00 SUMMARY OF WORK PART i - GENERAL 1.01 WORK COVERED BY CONTRACT DOCUMENTS A. Work Includes: This Contract sha11 include, but is not necessarily limited to, the Wark shown on Drawings related to the Quarry Point Park Storm Damage Repairs project generally consists of the repair or replacement of chain link fence and backstop systems at existing Baseball Field Nos 1 and 2. Specific work consists of site demolition and removals, concrete curbing and pavement, fencing, backstops, site restoration and other related work., as shown on the Contract Drawings and described in the Project Manua1, dated August 20, 2012, prepared by Anderson-Johnson Associates, Inc., Landscape Architects, Site Planners and Civil Engineers, Minneapolis, Minnesota. Refer to Section Ol 23 00 - Description of Alternates, for related information. B. Intent of Contract Documents: It is intended that Work shall be complete, unless specifically shown otherwise. Labor and materials required to complete the Work shown shall be considered a part of this Contract, whether or not they are specifically detailed or specified. C. Definitions: 1. The words "Furnish", "Provide", "Include", "Supply", "Erect", "Deliver", "Instali", "Apply", "Lay" or "Place": These words are intended to be synonymous and to indicate that the material or work specifically mentioned is to be furnished and instailed completely by this Contractor and incorporated into the Project. Whenever a material is to be furnished by this Contractor and installed by another Contractor, or installed by this Contractor and furnished by another Contractor, it will be specifically specified. D. Alternate Bids: Alternate Bids covering deletions or additions to Work shall be part of this Contract as chosen by Owner. Alternate work is described in Section O1 23 00 - Description of Alternates. 1.02 CONTRACTOR'S USE OF PREMISES A. Use of Site: Confine operations at site to areas permitted by Owner. Do not unreasonably encumber site with materials or equipment. Coordinate use of site for access to construction area, for maintaining security, and for storage of materials with Owner. B. Materials Stored On-Site: Assume full responsibility for protection and safekeeping of products stored on construction site. Move stored products which interfere with operations of Owner. C. Damage to Owner's Property: Replace Owner's property to be reused, relocated or to remain, which has been damaged during work operations. Items replaced shall be of equal or better quality as Landscape Architect / Engineer directs. D. Patching: Where new work is being performed on existing site and no patching is called for, it shall be assumed that areas damaged by Work under this Contract shall be restored to match existing conditions. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Ol 10 00 Ol 10 00-1 No. 12xxx SECTION Ol 23 00 DESCRIPTION OF ALTERNATES PART 1- GENERAL 1.01 REQUIREMENTS INCLUDED A. General: This section identifies each Altemate by number and describes the basic changes to be incorporated into the Work if the Alternate is made a part of the Work by specific provisions in the Owner-Contractor Agreement. B. Submittals: Alternates described in this section are required to be reflected on the Bid Fortn as submitted by each Bidder. Do not submit Alternates other tfian as described in this section. C. Work Inciuded Under Each Alternate: Make modifications to Work required by each Alternate selected at no additionai cost to the Owner, other than as proposed on the Bid Form. Bidders shall be responsible for Altemates and shall see that all changes are covered under their related sections, whether specifically called for or not. Extra costs incurred due to modifications to or deviations from the Drawings or Specifications, caused directly or indirectly by each Alternate, shall be included in each Aiternate Bid. D. Owner's Right to Select Alternates: Owner reserves the right to select any or none of the described Altemates. E. Coordination: Immediately after award of the Contract, or as soon thereafter as the Owner has made a decision on which, if any, Alternates will be selected, thoroughly and clearly advise necessary personnel and suppliers as to the nature and extent of the Alternates selected by Owner. Use whatever means necessary to alert those personnel and suppliers involved as to changes in the Work caused by Owner's selection or rejection of Alternates. 1.02 RELATED REQUIREMENTS � A. Bidding Documents: Refer to Bidding Documents for the method of quotation of the cost of each Alternate and the basis of the Owner's acceptance of Alternates. B. Sections of Specifications: Refer to various sections of the Specifications which are mentioned under each Alternate, or apply to Work described under each Alternate for pertinent requirements for products and methods to achieve the Work required by each Alternate. 1.03 DESCRIPTION OF ALTERNATES A. Alternate 1- Extend, upgrade fencing at Baseball Field Nos. 1 and 2: State the amount on the Bid Form to be added to the Base Bid to upgrade sideline and outfield fencing from 8' height to 20' height aY Baseball Field Nos. 1 and 2. Work includes removals, fencing, aglime, restoration and other required work. State lump sum amount. A. Alternate 1- Extend, upgrade fencing at Baseball Field Nos. 3 and 4: State the amount on the Bid Form to be added to the Base Bid to upgrade sideline fencing from 8' height to 20' height at Baseball Field Nos. 3 and 4. Work includes removals, fencing, aglime, restoration and other required work. State lump sum amount. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 0123 00 Ol 23 00-1 No.12a�xx SECTION 0129 00 APPLICATION FOR PAYMENT PART 1- GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Applications for Payment to Engineer in accordance with the schedule established by Conditions of the Contract and Agreement Between Owner and Contractor. 1.02 FORMAT AND DATA REQUIRED A. Submit itemized applications typed on AIA Document G702, Application and Certificate for Payment, and Continuation Sheets G702A and G703, one copy of which shall be an original draft. 1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Fill in required information, including that for Change Orders executed prior to date of submittal of application. 2. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. 3. Execute certification with signature of a responsible officer of Contract firm. B. Continuation Sheets: ' 1. Fill in total list of all scheduled component items of Work, with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when Work has been performed on products stored. Round off values to nearest dollar. 3. List, at end of continuation sheets, each Change Order executed prior to date of submission. List Change Orders by number and description, as for an original component item of Work. 1.04 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When Owner or Engineer requires substantiating data, Contractor shall submit suitable information, with a cover letter identifying the following: i. Project 2. Application Number and Date 3. Detailed List of Enclosures 4. For Stored Products: Indicate the following: a. Item number and identification as shown on application. b. Description of specified material. B. Submit 1 copy of data and cover letter for each copy of application. 1.05 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application Form as specified for progress payments. B. Use continuation sheet for presenting the final statement of accounting as specified in Section Oi 70 00. Ol 29 00-1 No. 12x� 1.06 SUBMITTAL PROCEDURE A. Time of Submittal: Submit Applications for Payment to Engineer at times stipulated in Agreement. B. Number: Submit 4 copies of each Application. C. Distribution: When Engineer finds Application properly completed and correct, Engineer will transmit Certificate for Payment to Owner, with a copy to Contractor. PART 2 - PRODUCTS • Not Used PART 3 - EXECUTION Not Used END OF SECTION 0129 00 0129 00-2 No.12� SECTION 0131 00 PROJECT MEETINGS PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. General: The Landscape Architect / Engineer will schedule and administer a pre-construction meeting. The Contractor shall schedule and administer periodic progress meetings. B. Meeting Administration for Pre-Construction Meeting: The Landscape Architect / Engineer will be responsible for the following meeting functions: 1. Prepare agenda for meeting. 2. Notify persons expected to attend meeting in advance of ineeting date. 3. Make physical arrangements for meeting. 4. Preside at meeting. 5. Record minutes, including significant proceedings and decisions. 6. Reproduce and disfibute copies of minutes to participants in the meeting. C. Meeting Administration for Progress Meetings: Meeting functions for periodic progress meetings shall be handled as follows: 1. The Contractor shall prepare agenda for meetings. 2. The Contractor shall notify persons expected to attend meetings in advance of ineeting date. 3. The Contractor shall make physical arrangements for meetings. 4. The Contractor shall preside at meetings. 5. Landscape Architect / Engineer will record minutes of ineetings, including significant proceedings and decisions. 6. Landscape Architect / Engineer will reproduce and distribute copies of minutes after each meeting to participants in the meetings. D. Meeting Attendance: Contractor and others requested shal] be expected to attend meetings scheduled. Representatives of Contractor, subcontractors, and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 1.02 PRE-CONSTRUCTION MEETING A. Time: Pre-Construction meeting shall be scheduled before work commences. No work shall proceed before pre- construction meeting. B. Location: Meeting shall be held at work site or as otherwise designated by Landscape Architect / Engineer. C. Attendance: 1. Owner's Representatiye 2. Landscape Architect / Engineer 3. Contractor's Project Manager 4. Contractor's Resident Superintendent or Foreman � 5. Others, appropriate for agenda 1.03 PROGRESS MEETINGS A. Frequency: Progress meetings will be held as Contractor or Landscape Architect / Engineer deems necessary. B. Location: Meetings shall be held at work site or as otherwise designated by Contractor or Landscape Architect / Engineer. 013100-1 No. 12a�xx C. Attendance: 1. Owner's Representative 2. Landscape Architect / Engineer 3. Each Contractor's Project Manager 4. Each Contractar's Resident Superintendent or Foreman 5. Others, appropriate for agenda PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 013100 0131 00-2 No. 12acxx SECTION 0133 00 SUBMITTALS PART i - GENERAL 1.01 REQUIREMENTS INCLUDED A. Submittals Required Before Execution of Contract: Before Contract will be executed, Contractor shall submit to the Landscape Architect / Engineer the following: 1. Performance Bond and Labor and Material Payment Bond 2. Insurance Certificates 3. Subcontractors list B. Submittals Required Immediately After Execution of Contract: Submit the following to Landscape Architect / Engineer within the specified period after the execution of the Contract: 1. Construction Schedule 2. Schedule of Values 3. Products List C. Submittals Required During Construction Period: Submit the following as required by the Work and as specified: 1. Shop Drawings. 2. Application for Payments. 3. Test Reports, reyuired by individual sections of Specifications. D. Submittals Required at Time of Project Closeout: Refer to Section Oi 70 00 for submittals required. E. Related Requirements Specified Elsewhere: 1. Closeout Submittals: Section Ol 70 00 1.02 CONSTRUCTION SCHEDULE A. General: Promptly after award of Contract, prepare and submit to Landscape Architect / Engineer an estimated Construction Progress Schedule for the Work, with sub-schedules of related activities which are essential to its progress. B. Form of Schedules: Prepare schedules in the form of a horizontal bar chart, unless otherwise approved by Landscape Architect / Engineer. 1.03 SCHEDULE OF VALUES A. General: Submit to L,andscape Architect / Engineer a Schedule of Values allocated to the various portions of the Work, within 10 days after award of Contract. B. Supporting Data: Upon request of Landscape Architect / Engineer, support the values with data which wiil substantiate their correctness. C. Use of Schedule: The Schedule af Values, unless objected to by Landscape Architect / Engineer, shall be used as the basis for the Contractor's Applications for Payment. 0133 00-1 No.l2xac�e D. Form and Content of Schedule of Values: 1. Form: Prepare schedule on AIA Form G703 unless approved by Landscape Architect / Engineer to use Contractor's standard forms or automated printout. 2. General Information to be Inciuded: a. Title of Project and Location b. Landscape Architect / Engineer's Name and Project Number c. Name and Address of Contractor d. Contract Designation e. Date of Submission 3. Values to be Included: Schedule shall list the installed value �of the component parts of the Work in sufficient detail to serve as a basis for computing values for progress payments during construction. 4. Order of Listing: Foilow the Table of Contents of the Project Manual as the format for listing component items. Identify each line item with the number and title of the respective major section of the Specifications. 5. Sub-Values: For each major line item, list sub-values of major products or operations under the item. 6. Values for Overhead and Profit: Each item shall include a directly proportional amount of the Contractor's overhead and profit. 7. Values for Stored Materials: For items on which progress payments will be requested for stored materials, break down the value into cost of materials, delivered and unloaded, with taxes paid and total installed value. 8. Total Sum of Values: The sum of all values listed in the schedule shall equal the total Contract Sum. 1.04 SUBCONTRACTORS AND PRODUCTS LIST A. General: Within 10 days after awazd of the Contract, submit to the Landscape Architect / Engineer, 6 copies of a complete list of major subcontractors being used in the Work and products which are proposed for installation. 1.05 SHOP DRAWINGS AND PRODUCT DATA A. General Requirements: Submit Shop Drawings and product data required by Contract Documents. B. General Shop Drawing Requirements: Drawings shall be presented in a clear and thorough manner. C. Subarission Requirements: i. Number of Submittals Required: Submit 6 copies of Shop Drawings and Product Data. Copies of Shop Drawings submitted shall be opaque reproductions. If additional copies are required by Contractor beyond 6, submit the number of copies needed to coordinate the Work. D. Distribution: Distribute Shop Drawings and Product Data which carry Engineer's stamp of approval to the foliowing: 1. One copy to Owner. 2. One copy to Contractor's job site file: 3. One copy to Contractor's record document file. 4. One copy returned to subcontractor. 5. One copy to supplier or fabricator. 6. One copy for Engineer's/ Landscape Architect's file. E. Resubmission Requirements: Make corrections or changes in the submittals required by the Engineer and resubmit until approved. 0133 00-2 No. 12aorx PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 0133 00 0133 00-3 No.l2xxx SECTION 0142 19 REFERENCESTANDARDS PART 1 - GENERAL lAl APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and Ol of these Specifications apply to the Work of this Section. 1.02 QUALITY ASSURANCE A: Application: When a standard is specified by reference, work shall be in accordance with requirements and recommendations stated in that standard, except when requirements are modified by the Contract Documents or applicable codes which establish stricter standards. B. Publication Date: The cunent publication of a particular standard in effect on the date of issue of the Contract Documents shall apply to work being performed under this Contract, except when a specific publication date is specified. C. Copies of Reference Standards: Obtain copies of referenced standards direct from publication source, when needed for proper performance of Work, or when required for submittal by Contract Documents. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Ol 42 19 014219-1 No.12xa�x SECTION 0145 00 QUALITY CONTROL PART 1- GENERAL 1.01 SECTION INCLUDES A. Quality Control; Includes Procedures to Measure and Report the Quality and Performance of Construction. 1. Quality Assurance and Control of Installation 2. Field Samples 3. Mock-Up Requirements B. References 1. Conform to reference standard by date of issue current on date of Contract Documents. 2. Obtain copies of standards when required by Contract Documents. 3. Should specified reference standards conflict with Contract Documents, request clarification from Engineer before proceeding. 4. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. C. Quality Assurance and Control of Installation 1. Monitor quality control over suppliers, manufacturers, Products, services, site conditions and workmanship to produce Work of specified quality. 2. Comply fully with manufacturers' instructions, including each step in sequence. 3. Should manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding. 4. Comply with specified standards as a minimum quality for the Work, except when more stringent tolerances, codes or specified requirements indicate higher standards or more precise workmanship. 5. Perform work by persons qualified to produce workmanship of specified quality. 6. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. PART 2 - PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 0145 00 0145 00-1 No.l2xxa� SECTION 0150 00 CONSTRUCTTON FACILITIES AND CONTROLS PART I - GENERAL 1.01 REQUIREMENTS INCLUDED A. General: Minimum administrative and procedural actions are specified in this section as extensions of provisions in General Conditions and other Contract Documents. These requirements have been included for purposes indicated. Nothing in this section is intended to limit types and amounts of temporary work required and no omission from this section will be recognized as an indication by Landscape Architect / Engineer that work is not required for successful completion of the Work, meeting requirements of Contract Documents and goveming regulatory agencies and codes. B. Temporary Utilities: Furnish, install, and maintain temporary utilities required for construction and remove on completion of Work. Temporary utilities shall be in accordance with Owner's reyuirements pertaining to use of exisfing services. � lA2 JOB CONDITIONS A. Use of Existing Utility Systems: Make required connections to existing utility systems which are permitted to be used with minimum disruption to existing utility systems. When disruption.of an existing service is required, do not proceed without Engineer's approval, and when required, provide temporary service. B. Start and Termin�tion of Temporary Work: Establish and initiate use of each item of required temporary work at a time first reasonably required for proper performance of the Work. Terminate use and remove temporary work at earliest reasonable time, when no longer needed or when permanent facilities have, with authorized use, replaced the need. PART 2 - PRODUCTS 2A1 TEMPORARY UTILITIES A. Temporary Electricity: 1. Use of Existing Power: Contractor may secure electrical power from Owner's existing power source if electrical'power is reyuired. 2. Cost of Power: Owner wiil pay for cost of electricity. 3. Power Cords: Contractor shall be responsible for providing Underwriters' Laboratories approved construction-type power cords required by Work. 4. Inadequate Power Available: If Owner's existing power supply or source is not sufficient or convenient for certain work, Contractor shall satisfy his power requirements at his own expense. B. Temporary Telephone Service: 1. Contractor shall be responsible for telephone service. C. Temporary Water: 1. Use of Existing Facilities: Make arrangements with Owner to procure water needed for construction purposes from Owner's existing facilities. Ol 50 00-1 No. 12xxx PART 3 - EXECUTION 3.01 REMOVAL OF TEMPORARY UTILITIES A. Removal: Completely remove temporary materials and equipment when their use is no longer required. B. Restore E�eisting Facilities: Restore existing facilities used for temporary services to their original condition. Repair or replace existing facilities damaged by their use for construction purposes. END OF SECTION Ol 50 00 Ol 50 00-2 No.l2xxx SECTION Ol 60 00 MATERIAL AND EQUIPMENT PART 1 - GENERAL 1.01 REQUIREMENTS INCLUDED A. Description: Material and equipment incorporated into Work shall meet the following requirements: 1. Products shall meet requirements of applicable Specifications and standards. 2. Products shall be in accordance with size, make, type, and quality specified, or as specifically approved, in writing, by Engineer. 3. Manufactured and fabricated products sha11 meet the following requirements: a. Design, fabricate, and assemble products in accordance with the best engineering and shop practices. b. Manufacture like parts of duplicate units to permit components to be interchangeable. c. Two or more items of the same kind shall be identical and by the same manufacturer. d. Products shall be suitable for service condirions. e. Equipment capacities, sizes, and dimensions shown or specified shall be adhered to, unless variations are specifically approved in writing. 4. Do not use material or equipment for any purpose other than that for which it is designed or specified. 1.02 MANLTFACTURER'S INSTRUCTIONS A. Distribution of Manufacturer's Instructions: When Contract Documents require that installation of Work shall meet requirements of manufacturer's printed instructions, obtain and distribute copies of instructions to persons involved in installation, including 2 copies to Engineer. Maintain 1 set of complete instructions at the job site during installation and until completion. B. Use of Manufacturer's Instructions: Handle, install, connect, clean, condition, and adjust products in strict accordance with manufacturer's instructions and in accordance with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with Engineer for further instructions. 2. Do not proceed with Work without clear instructions. C. Installation in Accordance With Manufacturer's Instructions: Perform Work in accordance with manufacturer's instructions. Do not omit preparatory steps or installation procedures, unless specifically modified or exempted by Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Coordination of Deliveries: Arrange deliveries of products in accordance with construction schedules and coordinate to avoid conflict with Work and conditions at the site. Contractor shall have on-site personnel to receive deliveries which pertain to Work. No deliveries will be received or signed for by Owner. B. Condition of Products Delivered: Deliver products in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. C. Inspection of Delivered Products: Immediately on delivery, inspect shipments to ensure products meet requirements of Contract Documents and approved submittals and that products are properly protected and undamaged. D. Handling of Products: Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. 0160 00-1 No. 12a�e 1.04 STORAGE AND PROTECTION A. General Requirements: Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Protection from Elements: Store products subject to damage by the elements in weather-tight enclosures. 2. Environmental Requirements: Maintain temperature and humidity within ranges required by manufacturer's instructions. B. Exterior Storage: 1. Store fabricated products above ground, on blocking or skids, to prevent soiling or staining. Cover products subject to deterioration with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign matter. C. Maintenance of Storage: Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to ensure that products are maintained under specified conditions and free from damage or deterioration. D. Protection After Installation: Provide substantial coverings to protect installed products due to damage from traffic and subsequent construction operations. Remove when no longer needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS A. Subcontractors and Products List: Within 10 days after award of Contract, submit to Engineer a complete list of major products proposed to be used, with name of manufacturer and installing subcontractor as specified in Section O1 33 00. 1. Reference Specification: For products specified only by reference standard, Contractor shall select a product meeting the requirements of a specified standard. Contractor bears the sole responsibility that the product provided meets the requirements of the specified reference standard. 2. Performance and Descriptive Specifications: For products specified by only indicating performance properties and description ofaproduct, Contractor is ailowed to provideproducts meeting criteria specified and related reyuirements indicated on Contract Drawings. Approval of Engineer, for use of product, is not required. Contractor bears the sole responsibility that the product provided meets the requirements of the Contract Documents. 3. Proprietary Specification Naming Several Manufacturers: For products specified by naming more than one product or manufacturer, Contractor may select one of the products or manufacturers named. 4. Proprietary Specifications Noting "Or Equal": For products specified by naming one or more products or manufacturers and stating "or equal", products so named shall establish a standard and Contractor has the option to provide one of products named or substitute a product which is equivalent to products specified without being required to secure approval from Engineer. Contractor shall bear the responsibility that substituted products are equivalent to that specified in performance, type, function, dimensions, appearance, quality, and finish. 5. Proprietary Specifications Without Substitution: For products specified by naming oniy one product or manufacturer and not noting "or approved equal", there is no option and no substitution will be allowed. 6. Installation of Products Not Approved: Substitute products which require Engineer's prior approval shali not, under any circumstances, be ordered, used or installed without written acceptance ofEngineer. Except where Contractor is permitted to make product selections without Engineer's prior approval, products which are installed and which are not specified in Contract Specifications or otherwise approved by Engineer, in writing, shall be subject to removal and replacement with an approved product. Contractor shall bear costs involved in the removal and replacement of a product which has not been specified or approved by Engineer. 0160 00-2 No.12�cx B. Substitutions: 1. Conditions for Substitutions: No substitutions of materials and equipment from that specified within Contract Specifications or approved by Addenda issued to Contract Documents will be entertained by Engineer, except in the case of product unavailability or other conditions beyond control of Contractor. Substitutions will be entertained by Engineer, prior to Bids being received, in accordance with approval procedure specified in the Instruction to Bidders. 2. Substitution Request Procedure: Where conditions exist beyond Contractor's control, Contractor shall be permitted to submit for substitution. Submit separate request for each substitution. Support each request with complete data substantiating that proposed substitution meets requirements stated in Contract Documents. Indicate significant variations. C. Contractor's Representation: 1. Responsibility When Making Substitution: Whenever a product selection or substitution is made by Contractor, Contractor represents that he has done the following: a. Investigated proposed product and has determined that it is equal to or superior in all respects to that specified. b. Provide same warranties or bonds for substitution as for product specified. c. Coordinate installation of accepted substitution into the Work and shall make changes as may be required for Work to be complete in all respects. d. Waives claims for additional costs caused by substitution which may subsequently become apparent. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Ol 60 00 0160 00-3 No. i2x� SECTION Ol 70 00 CONTRACT CLOSEOUT PART 1- GENERAL 1.01 REQUIREMENTS INCLUDED A. Meet requirements stated in Conditions ofthe Contract and in Specifications for administrative procedures in closing out the Work. 1.02 FINAL INSPECTION AND SUBSTANTTAL COMPLETION A. Notification by Contractor of Substantial Completion: When the Contractor considers his Work is substantially complete, he shall submit to the Engineer a written notice that the Work is substantially complete, along with a list of items to be completed or corrected. B. Engineer's Final Inspection: Within a reasonable time after receipt of such notice, Engineer will make an inspection to determine the status of completion. C. Work Incomplete: Should Engineer determine that work is not substantially complete, Engineer will promptly notify Contractor, in writing, giving the reasons for deficiencies. D. Remedying Deficiencies: Contractor shall remedy deficiencies and send a second written notice of substantial completion. Engineer will reinspect the Work after receiving notice. E. Certificate of Substantial Completion: When Engineer determines that the Work is substantially complete, he will prepare a Certificate of Substantial Completion on AIA Form G704 in accordance with General Conditions. 1.03 CONTRACTOR'S CLOSEOUT SUBMITTALS TO LANDSCAPE ARCHITECT / ENGINEER A. General: The Contractor shall submit the following items to the Engineer for approval. Engineer will pass items on to Owner. B. Aftidavits: Submit the following affidavits: 1. Inspection Certificates: Provide required Inspection Certificates, properly signed. 2. Evidence of Payment: Submit Contractor's affidavit of Payments of Debts and Claims, AIA Form G706. 3. Release of Liens: Submit Contractor's affidavit of Release of Liens, AIA Form G706A. 4. Consent of Surety for Final Payment: Submit affidavit from Surety Company consenting to final payment being made, AIA Form G707. 5. Final Settlement of Contract with State of Minnesota: Submit Form IC-134, Affidavit For Obtaining Final Settlement of Contract with the State of Minnesota and its Political or Governmental Subdivisions. Form IC-134 is a certificate of compliance with Minnesota Statutes 290.92 and 290.97. The Form requires that a contractor, prime contractor or subcontractor that has a contract with the State of Minnesota or its political or govemmental subdivisions, complete and submit Form IC-134. In addition, prime contractors that have subcontractors are required to list each subcontractor's name and address on their IC-134 affidavit and attach a certified Form IC-134 from each of the subcontractors to their Form IC-134 when submitting it for certification. Form must be completed in its entirety in order to obtain certification. C. Operating and Maintenance Data for Equipment: Provide 2 copies of complete catalog data, manufacturer's literature, and manuais covering the operation and maintenance of equipment provided under this Contract as called for in individual sections of the Specifications. Oi 70 00-1 No. 12xxx D. Warranties and Bonds: Provide 2 copies of warranties and bonds for materials, equipment, and systems as called for in individual sections of the Specifications. All warranties and bonds shall indicate Owner's name, date of beginning of warranty period, and name of Contractor responsible for warranty. E. Time of Submittals: Submittals shall be delivered to Engineer a8er substantial completion and before final payment. 1.04 ADNSTMENT OF ACCOUNTS A. Final Statement: Contractor shall submit a final statement of accounting which reflects adjustments to Contract Sum. Statement shall include: 1. Original Contract Sum 2. Additions and deductions resulting from: a. Change Orders b. Allowances a Unit Prices d. Deductions for any uncorrected work e. Any other adjustments 3. Total Contract Sum, as adjusted. � 4. Previous payments 5. Sum remaining due B. Final Adjustment Change Order: Engineer will issue a final Change Order, reflecting approved adjustments to the Contract Sum not previously made by Change Order. 1.05 FINAi, APPLICATION FOR PAYMENT A. Submittal of Final Application: Contractor shail submit the final Application for Payment in accordance with procedures and requirements stated in Conditions of the Contract. PART2-PRODUCTS Not Used PART 3 - EXECUTION � Not Used END OF SECTION Ol 70 00 Ol 70 00-2 No.12�rxx SECTION Ol 71 23 FIELD ENGINEERING PART 1- GENERAI� lAl APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and O 1 of these Specifications apply to the Work of this Section. 1.02 REQUIREMENTS INCLUDED � A. Contractor shall provide and pay for field engineering services required for the Project, including the following: 1. Establish lines and leveis for proper location and layout of proposed improvements. 2. Establish, maintain and perpetuate site control for layout of the site improvements (establishment and pernetuation of this site control is critical as it will be used bv others on all sub nhases of the ro'ect. � 1.03 QUALIFICATIONS OF SURVEYOR OR ENGINEER A. Entity retained by the Contractor to perform surveying or field engineering services shall be a Registered Professional of the discipline required for the specific service on the Project, licensed in state of Minnesota. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION Ol 7123 Ol 7123-1 No. 12ac�ex SECTION 02 Ol 10 EXISTING UTILITIES PART 1 - GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and O1 of these Specifications apply to the Work of this Section. 1.02 NOTIFICATION A. The Contractor shall notify public utility companies and municipalities as to which of their properties (such as pole lines, conduits, fiber optic lines, gas pipes, T'V lines, cable lines, telephone lines, water pipes, sewers and tile lines) must be removed or relocated to complete the work. This notice shall note the locations to where their properties could be relocated. However, no warranty is made or implied that the utility owners will remove or relocate their properties prior to commencement of construction operations or in sufficient time or manner to prevent interference with the Contractor's operations. B. The Contractor shall give notice to the owners of all known utilities at least 48 hours before starting any operations affecting those properties. If during the cowse of his operations, the Contractor discovers utility property whose existence was not known, he shall immediately notify the owner thereof and the Engineer. C. Construction operations adjacent to utility property shall notbe commenced until arrangements satisfactory to the utility owner have been made for the protection of said property and continuation of service. Should any of the Contractor's equipment come in contact with or damage utility property in any way, even though there may be no apparent evidence of breakage or harm, the Contractor shall promptly notify the proper authorities and cooperate with them in determining damage and restoring interrupted services as may be needed. Where contact is made with a utility, operations shall be suspended immediately, and the area vacated, until it has been determined by the utility owner that it is safe to resume operations. D. The Contractor shall locate all private utilities (such as electric lines, inigation, conduits, fiber optic lines, cable lines, telephone lines, water pipes, sewers and tile lines). The Owner will provide school personnel to aid the Contractor's locate company in locating existing private lines. The Contractor will be required to confirm all utilities which must be removed or relocated to complete the work. No additional compensation will be paid to the Contractor for utilities shown on the drawings or which otherwise may have been anticipated prior to the construction. 1.03 COMPENSATION A. It is understood and agreed that the Bidder has considered in his bid the relative locations of existing utilities, as shown on the Plans and that no additional compensation will be allowed for any delays, inconveniences or damages sustained due to interference which may result from those utilities or the operations of moving them. B. If the Contractor is required to perform any special work or use speciai construction methods in prosecuting work adjacent to underground utility property whose existence was not indicated in the Contract, equitable compensation will be made for the additional costs incurred. 02 Ol 10-1 No.l2xxx 1.04 CARE AND RESPONSIBILITY A. The shail employ special equipment or construction methods (including hand labor, if necessary) to accomplish the work as planned adjacent to utility properties without damage thereto. At no time shall the Contractor interfere with any persons engaged in protecting or moving utility property or in the operation of the utiliry. B. The Contractor shall assume full responsibility for reimbursing the utility owners for any damages caused to utility properties whose existence and approximate locations were made known to him before the damage was done. Nothing in this Section shall make the Contractor liable for damage to utility property located below the ground surface, in the absence of negligence, if the owner of the utility, after reasonable notice from the Contractor, fails to advise the Contractor of its location and approximate depth below the ground surface. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 02 Ol 10 02 Ol 10-2 No. 12x�rx SECTION 02 4100 SITE DEMOLITION AND REMOVALS PART1-GENERAL 1.01 APPLICABLE DOCUMENfS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and O1 of these Specifications apply to the Work of this Section. 1.02 SiJMMARY , A. Section Includes: Include labor, materials, equipment, and accessories to provide removal operations as follows: 1. Provide removal of miscellaneous concrete paving, footings, and other miscellaneous existing site features which are in the path of proposed improvements. 1.03 SITE CONDITIONS A. Protection of Persons: Install barricades as part of this work and post with warning lights. B. Bench Marks and Monuments: Maintain bench marks and monuments existing on site. C. Protection of Existing Property to Remain: Protect existing trees and vegetation, eyuipment, pavements, curbing, facilities utilities, and structures which are in area where work will be performed and which are to remain. Repair � or replace existing property which is to remain that is damaged by the work, to Owner's satisfaction and at no additional cost to the Owner. PART2-PRODUCTS Not Used PART 3 - EXECUTION 3.01 SITE REMOVALS A. General: Those structures and facilities that are to be removed or relocated are generally indicated on the Drawings. The Contractor shall remove and dispose of off site all structures except for that which is permitted to remain upon determination being made by the Engineer, that their existence does not interfere with, endanger, or detract from the new construction in any way. B. Visit the site prior to bidding; be familiar with actual conditions in the field. Extra compensation will not be allowed for condiNons which could have been determined or anticipated by examination of the site, the Contract Drawings and the information available pertaining to existing soils, utilities and other site characteristics. C. Removal Operations: All removal operations that may endanger new construction shall be completed prior to construction of affected work. D. Compliance with Instructions, Ordinances and State Laws: The Contractor shall comply with all instructions and ordinances of the State of Minnesota, and all counties and municipalities regarding disposals, signs, advertising, traffic corners, danger signals, barricades, fire protection, and all safety laws, ordinances and rulings. 02 4100-1 No.l2xxx E. Disposal of Materials and Debris: All debris resulting from the removal and demolition operations shal l be disposed of off-site by the Contractor subject to any specific regulations imposed by laws, ordinances, orders and decrees. F. Removal of Existing C�rbing and Pavements: Where a portion of an existing curb or pavement is to be retained for use, that portion shall not be damaged during removal operations. In removing concrete and bituminous pavements, sidewalks, curbs and similar structures, where the cut will be exposed in the finished work, the structure shall, unless the removal is made to an existing joint and unless determining otherwise by the Engineer, be sawed along the removal lines with a concrete saw to a depth of not less than 1/3 the thickness of the concrete or bituminous before breaking off the concrete or bituminous. In such cases, the use of wedges, driven into the saw cut to break off the portion to be removed, will not be permitted. Elsewhere, the structure shall be cut and chipped to true lines and vertical faces. All pavements to be removed shall be removed from site, unless noted otherwise. G. Removal of Existing Structures: The Contractor shal] remove and dispose of, off site, all structures except for that which is specified to be removed by others or which are permitted to remain upon determination being made by the Engineer that their existence does not interfere with, endanger, or detract from the new construction in any way. Catch basins and manholes designated for removal shall be removed entirely and the pipe leads bricked closed at both ends. 3.02 PROTECTION OF TREES AND PLANT LIFE A. Protection of plant life to remain within the construction limits and adjacent thereto shall include the following: L Orange snow fence or orange siit fence shall be placed at drip line of trees to protect against root compaction. 2. No equipment shall be allowed to move under drip line areas, nor shall any materials be stored within a drip line. 3. No toxic materials shall be dumped near trees. , 3.03 CLEARING AND GRUBBING OF TREES AND PLANT LIFE A. Generally, clearing and grubbing shall be performed as necessary to construct the proposed improvements as planned. B. The clearing operations shall consist of cutting and removing the trees, shrubs, bushes, windfalls and other vegetation. All brush shall be cut offwithin 6 inches of the ground surface. In conjunction herewith, the Contractor shall remove, as directed, any ]ow hanging, unsound, or unsightly branches on the trees and shrubs designated to remain, at no additional cost to the Owner. C. The grubbing operations shall consist of removing and disposing of the stumps, roots and other remains. Stumps shall be removed completely. Except in areas to be excavated, all depressions resulting from the grubbing operations shall be backfilled with suitable material and compacted to the satisfaction of the Engineer. D. All timber, stumps, roots and other debris or by-products resulting from the clearing and grubbing operations shall be removed from the site. If any wood is run through a chipping machine, the wood chips shall be recovered and disposed of off-site to the satisfaction of the Engineer. Burying or burning of wood chips or other tree or vegetation remnants on-site will not be permitted. END OF SECTION 02 41 00 02 4100-2 No.12�x SECTION 3213 13 EXTERIOR CONCRETE WORK PART 1- GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and Ol of these Specifications apply to the Work of this Section. 1.02 SUMMARY A. Section Includes: Include labor, materials, equipment, and accessories to provide the following work: 1. Provide cast-in-place concrete as follows: a. Provide concrete curbs, maintenance strip and curb and gutter. 2. Provide expansion joint material. 3. Provide formwork for cast-in-place concrete. 4. Provide concrete cylinders for testing of cast-in-place concrete. 5. Provide reinforcing steel for cast-in-place concrete, B. Related Wark By Owner: 1. Concrete Tests: The Owner will provide concrete testing services performed by a testing laboratory, except where test fails, Contractor shall correct the failure and pay costs for retesting until approved by testing laboratory inspector and Owner. C. Alternates: Work Under this Section is affected by an Alternate Bid. Refer to Section O1 23 00 - Description of Alternates. 1.03 REFERENCES A. American Concrete Institute (ACI): 1. ACI 301, Specifications For Structural Concrete For Buildings 2. ACI 318, Building Code Requirements For Reinforced Concrete B. American Society For Testing and Material (AST'M): 1. ASTM A185, Standard Specification for Steei Welded Fabric, Plain, for Concrete Reinforcements 2. AST'M A615, Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement 3. ASTIvI C33, Standard Specification for Concrete Aggregate 4. ASTM C94, Standard Specification for Ready-Mix Goncrete 5. ASTM C150, Standard Specification for Portland Cement 6. ASTM C260, Standard Specification for Air-Entraining Admixtures for Concrete C. Concrete Reinforcing Steel Institute (CRSn: 1. CRSI 63, Recommended Practice for Placing Reinforcing Bars 3213 13-1 No. 12x�rx 1.04 SUBIVIITTALS A. Quality Control Submittais: 1. Contractor Submittal Requirements: a. Submit representative samples of each type of aggregate proposed to be used on this Project to testing laboratory for testing and for use in concrete mix. b. Submit representative samples of each type of cement proposed to be used on this Project to testing laboratoty for use in concrete mix. c. Prepare concrete test cylinders for testing by Owner's testing laboratory as specified under Field Quality Control in Part 3 of this Section. d. Submit Design Mix For Approval: Testing laboratory shall submit copies of reports of aggregate testing and of concrete mix designs for approval. Submit copies not less than 14 days before start of concrete installation. Do not start concrete installation until aggregate test reports have been reviewed and concrete mix designs approved. PART 2 - PRODUCTS 2.01 CONCRETE MATERIALS A. Portland Cement: ASTM C150, Type I or Type III. B. Aggregate: 1. Applicable Standard: ASTM C33. 2. Maximum Nominal Size of Course Aggregate: 3/4 in�h. C. Water: Clean, portable, and free of deleterious amounts of acids, alkalies, and organic materials. D. Concrete Admixtures: 1. Air-Entraining Admixture: a. Applicable Standard: ASTM C260. b. Acceptable Manufactures: As follows or approved equal: 1) The Euclid Chemical Company, "Air-Mix" 2) Master Builders, Inc., "MBR-VR" 3) Sika Chemical Corporation, "Sika AEA" 2. Entrained Air: Concrete exposed to weather shall be air-entrained. Proportions of entrained air, as determined by ASTM C138, ASTM C173 or ASTM C231, shall be 5 to 7 percent by volume for concrete with 3/4-inch maximum nominal size coarse aggregate. 3. Calcium Chloride: Not permitted. 2.02 CONCRETE CURING MATERIALS A. Plastic Film Curing Membrane: 4 mil thick polyethylene sheeting, compiying with ASTM C171 and Product Standard PS17. Use white for exterior warm weather applications. Use either white or black for exterior cold weather applications. B. Liquid Curing Material: (at concrete surfaces) 1. Liquid membrane, resin rubber copolymer meeting ASTM C309, Type 1, Class A. Do not apply to the interface of channels to be caulked. 2. Acceptable Manufacturers - No Substitutes: a. Rez-Seal by the Euclid Chemical Ca b. MB429 by Master Builders a Sonneborn Kure-N-Seal d. Dekote by W. R. Grace Co. e. Maxiseal by Set Products £ J22 Acrylic Cure by Dayton Superiar g. Prokrete Cure-N-Sea130 3. Do not use curing material less than one month before first anticipated major snowfall (3" or more). 3213 13-2 No. 12xxac 2.03 CONCRETE QUALITY, STRENGTH AND PROPORTIONS A. Type and Strength: Concrete shall have a minimum comprehensive strength, in place, at 28 days as follows: 1. Concrete Exposed to Weather: 3,900 psi. B. Slump: Concrete slump shall be as determined by ASTM C143 and shall be as follows: 1. Slabs: 3 to 4 inches 2. Cti,irb: 1 to 2 inches C. Water-Cement Ratio: Concrete exposed to weather shall have a water-cement ratio of not more than 0.53. D. High-Early Strength Cernent: Contractor may use Type III Portland cement to produce high-early strength concrete. Adding additional amounts of Type I Portland cement to produce high-early strength concrete will not be permitted. E. Brand of Cement: Use only 1 brand of Portland cement. F. Workability: Concrete shall be of a consistency which will fill forms without voids or honeycombs, completely embed and bond to reinforcing without permitting materials to separate, and not promote excess water to collect on surface. 2.04 FORM MATERIALS A. General Requirements For Form Materials: 1. Lumber or plywood forms as appropriate for application. 2. Thoroughly clean and remove surface irregularities from forms to be reused. B. Lumber Forms: Surfaced 4 sides (S.S.) 2.05 REINFORCING MATERIALS A. Reinforcing Steel: New billet, intermediate grade, deformed bars, meeting requirements of ASTM A615, Grade 60, with a yieid stress of 60,000 pounds per square inch, unless otherwise noted on Drawings. 2.06 MISCELLANEOUS MATERIAL A. Expansion Joint Material: L Applicable Standards: a. Federal Specifications HH-F-341E, Type L b. ASTM D1751. 2. Description: Composed of fibers of cellular nature bonded together with bituminous binder with sheets saturated in asphait. 3. Acceptable Manufacturer's: As follows or approved equaL• a. Celotex Corporation, "Flexcell". b. Philip Carey Company, "Elastite". c. W.R. Meadows Company, "Sealtight Fibre Expansion JoinY'. d. North Central, "Fibre Expansion Joint Filler". PART 3 - EXECUTION 3.01 FIELD QUALITY CONTROL A. Slump Tests: 1. Test Procedure: Maintain a slump cone on job site during concreting operations. Conduct slump tests in accordance with ASTM C143. ' 2. Reports: Report results of each slump test to Architect. 3213 13-3 No. 12xxx B. Compression Tests of Concrete Cylinders: 1. Cost Responsibility for Tests: Contractor shall have concrete test cylinders tested by the Owner's testing laboratory and shall pay cost for making these sampies. Make test cylinders in accordance with the "Standard Method of Making and Curing Concrete Compression and Flexure Test Specimens in the Field" (ASTM C31). 2. Frequency of Testing: Take 2 sets of test cylinders for every important concrete placement and not less than 2 sets of test cylinders per 50 cubic yards of concrete. The first set of cylinders shall be considered control cylinders and shall be laboratory cured at 70 degrees F of the control set; 1 cylinder shall be tested at 7 days, 1 at 28 days, and the third cylinder shall be tested only if the 28 day cylinder failed. The second set of cylinders shall be job cured and used to determine when forms and shoring may be removed. The first of these cylinders shall be tested at 7 days and the other 2 cylinders tested only if required. 3. Number of Tests Per Set: Each set of test cylinders shall consist of 3 concrete test cylinders, 6 inches by 12 inehes, and each set shall be considered as l test. Cylinders in each set shall be taken from the same batch of concrete. Note date, location, and concrete slump on each cylinder made. 4. Location of Making C�linders: Make concrete test cylinders at discharge end of chute, slide or pipe and not at truck or mixer. 5. Strength Reyuirements: The strength level of the concrete will be considered satisfactory so long as the averages of all sets of 3 consecutive strength test results equal or exceed the specified strength fc' and no individual strength test result falls below the specified strength fc' by more than 500 psi. 6. Compression Test Failure: Failure of concrete compression tests to meet specified strength shall require a load test or test cores at Contractor's expense. Failure to meet required live and dead loads or meet strength requirements of cores shall constitute rejection or consideration for rejection by Engineer. Cost of ineasures to make work satisfactory shall be paid for by the Contractor. 3.02 INSTALLATION OF FORMWORK A. Inspection: Examine subgrade and conditions under which concrete formwork is to be performed. B. Correction of Deficiencies: Do not proceed with work until unsatisfactory conditions have been corrected. C. Formwork Design Requirements: Design, support, brace, and maintain formwork to safely support loads that will be applied. D. Form Construction: Construct forms in accordance with ACI 301, to the sizes, lines, and dimensions shown and as required to obtain accurate alignment, location, and grades. Level and plumb work in finished structures. 3.03 PREPARATION BEFORE PLACING CONCRETE A. General Requirements: Before concrete placement, formwork shall be completed, reinforcement shall be secured in place, and embedded items shall be positioned. B. Cleaning Equipment: Remove hardened concrete and foreign materials from inner surfaces of conveying equipment. C. Cleaning Forms: Remove ice, water, wire, and other debris from forms and excavations before placing concrete. D. Preparation of Subgrades: Sprinkle semiporous subgrades sufficiently to eliminate suction just prior to placing concrete. Do not place concrete on frozen ground. 3.04 INSTALLATION OF REINFORCING STEEL A. Applicable Standards: Place reinforcing steel in accordance with CRSI 63 and CRSI 65. B. Cleaning: Clean reinforcement to remove loose rust, miil, scale, earth, and other materials which reduce or destroy bond with concrete. C. Supporting Reinforcement: Support reinforcing as noted on Shop Drawings. Provide sufficient quantity, of strength to cany reinforcement. Do not place reinforcing bars more than 2 inches beyond last leg of any continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar construction loads. 32 13 13-4 No. 12xaQe D. Placing and Securing Reinforcement: Position, support and secure reinforcement against displacement. Arrange, space, and securely tie bars and bar supports together with wire to hoid reinforcement accurately in position during concrete placement operations. Set wire ties so twisted ends are directly away from exposed concrete surfaces. E. Splicing Reinforcement: When splicing of reinforcement becomes necessary due to lengths of reinforcement required not being available in single lengths, provide standard reinforcement splices by lapping ends, placing bars in contact, and tightly wire tying. Overlap bars by a minimum of 30 times the diameter of the bar, unless otherwise noted on the Drawings. F. Concrete Protection For Reinforcement: Place reinforcement to obtain minimum coverage for concrete protection as foilows, unless otherwise noted on Drawings: i. Concrete Cast Against Permanently Exposed to Earth: Provide a minimum concrete coverage of 3 inches. 2. Concrete Exposed to Weather: Provide a 2- inch minimum cover for No. 6 through No. 11 bars. Provide a i'/2 -inch minimum concrete cover for bars No. 5 or smaller. 3.05 INSTALLATION OF WIRE FABRIC A. Lengths: Install welded wire fabric in lengths as long as practicaL B. Lapping: Lap adjoining pieces at not less than 6 inches. C. Securing: Wire tie fabric securely to hold in position and prevent fabric from being exposed at concrete surface. D. Wire Fabric in Slabs On Grade: Support wire fabric to be in center of slab thickness. Do not lift/pull wire fabric up into slab while concrete is being placed. 3.06 CONVEYING CONCRETE A. General Requirements: Handle concrete from mixer to place of final deposit as rapidly as practical by methods which shall prevent segregation or loss of ingredients and in a manner which shall ensure that concrete quality is maintained. 3.07 PLACING CONCRETE A. Placing Concrete Curbs: 1. Contraction Joints: Provide contraction joints 10 feet on center. Form joints by using oiled steel plates. Remove plates as soon as concrete has set. Rub edges of joints smooth with a jointing tool. Seal joints with hot poured concrete joint sealer. 2. Expansion Joints: Provide expansion joints a maximum of 60 feet on center. Rub edges of joints srnooth with a jointing tool. Fill joints with'/�-inch joint filler material. 3. Subgrade: Build curbs on compacted granular stabilized base material specified for beneath bituminous paving. 4. Slip-Form Construction: Mechanical curb machines may be used to place curb and gutter using an approved extrusion machine that will produce a finished curb meeting the standards, workmanship, and appearance that would be achieved using metal forms. The same tolerances which apply using metal forms sha11 apply to work done with curb machines. B. Maintenance Strip: 1. Place a continuous concrete maintenance sfip centered on the line of the backstop and sideline fence posts extending 12 inches beyond each end of the backstop/ sideline fence. Provide control joints in maintenance strip 5 feet on center, centered on the posts, where applicable. 321313-5 No. 12�r 3.08 CONSOLIDATING CONCRETE A. General Requirements: Consolidate concrete by vibrating, spading, rodding or forking so that concrete is thoroughly worked around reinforcement, around embedded items, and into corners of forms to eliminate air or stone pockets which may cause honeycombing, pitting or planes of weakness. 3.09 FINISHING CONCRETE A. Curbs and Maintenance Strips: Fill cavities with mortar and finish edges with an edging tool immediately after removal of forms and divider plates. Trowel exposed face to a smooth, uniform surface and then brush top and face lightly. 3.10 CURING CONCRETE A. Curing Procedure: Cure concrete by plastic film curing membrane or liquid curing compound method. 3.11 CLEANUP A. Remove all form materials, excess joint materials, concrete spoils and excess concrete from the site. END OF SECTION 3213 13 3213 13-6 No. 12xxac SECTION 32 31 13 CHAIN LINK FENCE PART 1- GENERAL 1.01 APPLICABLE DOCUMENTS A. Bidding Requirements, Conditions of the Contract and pertinent portions of Sections in Division 00 and O1 of these Specifications apply to the Work of this Section. 1.02 SiTMMARY A. Section Includes: Provide labor, materials, equipment, and accessories toprovide the following: 1. Provide chain link fencing, including gates, fasteners, fittings, and accessories. a. Provide general site fencing where indicated on the Drawings. b. Provide backstop posts, footings (with rebar), cables, turn-buckles, and other related hardware for complete, permanent system. 2. Provide concrete footings for posts and related excavation. B. Related Sections: 1. Section 32 13 13: Exterior Concrete Work 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): 1. Al20, Pipe, Steel, Black and Hot-Dipped Zinc-Coated (Galvanized), Welded and Seamless, for Ordinary Uses 2. A153, Zinc Coating on Iron and Steel Hardware 1.04 SUBMITTALS A. Shop Drawings: Provide Shop Drawings for fencing in accordance with Section O1 33 00. 1. Site plan showing layout of fence location with dimensions, location of gates and opening size, elevation of fence, gates, footings and details of attachments. 1.05 COORDINATION A. Coordinate installation of fencing with paving contractor when fencing lies within paved areas. 1.06 QUALITY ASSURANCE A. Manufacturer: Company headquartered in the United States having U.S. manufacturing facility/facilities specializing in manufacturing chain link fence products with at least 5 years experience. B. Fence contractor: Company with demonstrated successful experience installing similar projects and products in accordance with ASTM F 567 and have at least 5 years experience. 32 31 13 -1 No. 12xxx PART2-PRODUCTS 2A1 CHAIN LINK FENCING MATERIALS A. Posts, Rails, and Braces: 1. General Requirements: Posts sha11 be standard weight (Schedule 40) and hot-dip galvanized pipe meeting the requirements of ASTM A 120. Pipe posts sha11 have tops which exclude moisture. 2. Posts shall be 2.375", 2.875", 4", 6" and 8.625" outside diameter Schedule 40 standard weight pipe, in accordance with AST'M F 1083,1.8 oz/ ftz hot dip galvanized zinc exterior and 1.8 oz/ft hot dip galvanized zinc interior coating of sufficient length to allow for posts to be set into concrete footing as noted on the Drawings. 3. Rails: Rails shall be 1 5/8-inch outside diameter Schedule 40, standard weight of 2.27 pounds per foot. Applies to top and bottom rails (and intermediate rails, where applicable). 4. Gate Posts: a. Gate Leaves Up To and Including 3 Feet Wide: Posts shall be 2'h inch outside diameter Schedule 40 pipe. b. Gate L.eaves Over 3 Feet and Up To 6 Feet Wide: Posts shall be 3 inch outside diameter Schedule 40. a Gate Leaves Over 6 Feet and Up To 13 Feet Wide: , Posts shall be 4 inch outside diameter Schedule 40 pipe. B. Chain Link Fabric: 1. Fabric: Fabric shall be woven from 9 gauge steei (coated size) wire in a 2-inch mesh. Fabric wire shall have a minimum tensile strength of 80,000 pounds per square inch. Fabric sha11 be 1-piece vertically for fences up to and including 12 feet high. 2. Selvage Edges: Both top and bottom selvage edges sha11 be knuckled. 3. Finish: Chain link fabric shall be either aluminum coated meeting the requirements of ASTM A491, 0.40 ounces aluminum per square foot, or galvanized meeting requirements of ASTM A392, Class 2 coating (2.0 ounces zinc per square foot). C. Fittings: Pressed steel or malleable iron, hot-dip galvanized, meeting the requirements of ASTM A153. D. Gates: 1. Gate Construction: Gate perimeter frame shall be 2-inch outside diameter (1.90-inch) Schedule 40 pipe. Provide additional horizontal and vertical members to ensure proper gate operation and for attachment of fabric, hardware, and accessories. Assemble gate frames by welding fittings and rivets for rigid connections. Use same fabric specified for fence. Install fabric with stretcher bars at vertical edges and tie at top and bottom edges. Attach stretcher bars to gate frame at 15 inches on center maacimum. Attach hardware with rivets or by other means which will provide security against removal or breakage. 2. Gate Hardware: a. Hinges: Pressed steel or malleable iron to suit gate size, non-lift-off type, offset to permit 180 degree swing. Provide 1 pair of hinges for each leaf. b. Latch: Provide all gates with latching device. Latches shall be as detailed on the Drawings. c. Keeper: Provide semi-automatic outer catches to secure gates in open position. E. Concrete: Concrete shall be 3,000 psi, air entrained concrete. PART 3 - EXECUTION 3A1 CONDITION OF SITE A. General Requirements: Work shall not begin prior to completion of finish grading. If posts are being set in a fill area, ground shall be filled and compacted to 95 percent Standard Proctor Density (AST'M D698) before holes are augured. 32 31 13 -2 No. 12a�ex 3A2 INSTALLATION A. Installation of Posts - Concrete footings : Holes for corner, end, pull, and gate post footings shall be drilled only in firm, undisturbed or compacted soil. Footing hole depth shall be approximately 6 inches deeper than post bottom. Place concrete around posts in a continuous pour and tamp for consolidation. Check each post for vertical and top alignment. B. Installation of Posts - Air-Driven: Line posts sha11 be set by air-driving posts to a depth of at least 54 inches into firm, undisturbed, or compacted soil. All comer, end, pull and gate posts sha11 be set in concrete. Check each post for vertical and top alignment. Core pavement to receive air-driven posts and caulk annular space after setting post. C. Installation of Post Bracing Assembly: Brace terminal posts with a brace rail and tension wire. Extend brace rail from each terminal post to first adjacent line post. Securely fasten braces to posts with heavy pressed steel connections, then truss from line post back to terminal post with 3/8-inch diameter truss rod complete with tightening unit. Install tension wires before stretching fabria D. Installation of Chain Link Fabric: Install fabric on security side of fence OR play field side of fence and anchor to framework so that fabric remains in tension after pulling force is released. Attachment of fabric to terminal posts shall be made with minimum 1!4-inch by 3/4-inch tension bar and 12 gauge by 1-inch wide clamps using minimum 3/8-inch diameter carriage bolts. Attachment of fabric to line posts shall be made with 6 gauge wire clips spaced 12 inches on center. Attachment of fabric to top and bottom rails shall be made with 9 gauge wires spaced 12 inches on center. E. Installation of Swing Gates: Installation of swing gates and gateposts in compliance with ASTM F 567. Gates shall be plumb in the closed position having a bottom clearance of 2 in. grade permitting. Hinge and latch offset opening space shall be no greater than 3 in. in the closed position. Double gate plunger rod receivers shall be set in concrete strip. Gate leaf plunger rods shall be installed for all double gates. 3.03 CLEANING AND PROTECTION A. General Requirements: Site shall be cleared of excess spillage of concrete and cut wires and post hole excavation scattered uniformly away from posts. B. Bituminous Pavement: Tamp pavement surrounding posts to proper grade and level. Refer to 3.02 B for caulking of air-driven posts. END OF SECTION 32 31 13 32 31 13 -3 No. 12xax :::. � . �� :•: :• ... City of App�e Va��e MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: FIRST AMENDMENT TO ANTENNA LEASE AGREEMENT WITH T- MOBILE CENTRAL LLC - LONGRIDGE RESERVOIR In 2002 an antenna lease agreement was approved with Voicestream Minneapolis, Inc., for the installation of ground equipment and antenna on the Longridge Reservoir located at 8350 - 160th Street. T-Mobile Central LLC is a successor in interest to Voicestream Minneapolis, Inc. The attached lease amendment is for the removal and replacement of eight antennas and the addition of one antenna on the reservoir. The original lease agreement allows for modifications to - brackets, coax, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. The draft plans are attached and the engineering review is pending. Recommended Action: Approve First Amendment to Antenna Lease Agreement with T-Mobile Central LLC at Longridge Reservoir contingent upon Public Works Department approval of final plans. CBJ:jcb Attachment c: Todd Blomstrom Site # A1Q0719B Market — Minnesota Landlord Site Name: Longridge (160` Street) AMENDMENT TO LEASE AGREEMENT This Amendment to Lease Agreement ("Amendment") is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and T-Mobile Central LLC, a Delaware limited liability company ("Tenant"). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a Lease Agreement dated October 24, 2002 (including any prior amendments, the "Lease"), with respect to Premises located at 8350 160`�' Street, Apple Valley, Minnesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to modify and amend certain provisions ofthe Lease. AGREEMENT NOW, THEREFORE, in consideration of the facts set forth in the Recitals above, the mutual covenants and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereby agree as follows: l. Installation of New Equipment. Effective as of August , 2012, Tenant shall be and is hereby allowed to remove, replace and install such additional equipment as specifically set forth on Exhibit A attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit A shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit A and in accordance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit A, Tenant shall not be allowed to make any other additions or replacements of any equipment or Antenna Facilities without Landlord's prior written consent. Nothing contained in this Amendment shall be deemed a waiver of any provision in the Lease that requires Tenant to obtain Landlord's consent for any improvements or changes to Tenant's equipment in the future. 2. Construction Standards. All work to be performed by Tenant and its contractors, agents, and employees shall be done in a good and workmanlike manner and in accordance with the plans and specifications set forth on Exhibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit A without Landlord's prior written consent. Tenant shall pay for all work to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indemnify and hold harmless Landlord from any and all costs, charges, liens, suits, actions, and expenses including but not limited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities or any other equipment of Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible for all reasonable costs of Landlord's inspection, installation, project management costs, review fees, staff time, and any and all other fees and expenses incurred by Landlord in reviewing and approving Tenant's application for this Amendment of the Lease. All such fees shall include all attorneys' fees, staff and administrative review time and third party consultant fees and expenses all of which shall be at the expense of Tenant. All such fees and invoices must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the same. Any invoices or other sums owed to Landlord, under the Lease or this Amendment, which are not paid by Tenant within thirty (30) days after such sums become due and owing shall: (1) be a material default under the Lease; and (2) bear interest at the lesser of fifteen percent (15%) per annum or the maximum rate allowed by law. The terms of this paragraph shall survive the expiration or earlier termination of the Lease. 4. Failure to Remove Improvements. Upon termination of the Lease for any reason, Tenant shall remove its Antenna Facilities (including all Additional E�uipment) from the Property on or before the date of termination, and shall repair any damage to the Property caused by such equipment, normal wear and tear, and casualty excepted; all at Tenant's sole cost and expense, whether removed by Tenant or Landlord. Any such personal property or facilities which are not removed on or before the date this Lease terminates shall, at Landlord's option, be deemed abandoned and become the property of Landlord. In the event Tenant leaves any personal property, equipment or any portion of its facilities on the Property without Landlord's written consent, Tenant shall reimburse Landlord for the cost of removing and disposing of the same. Tenant shall be responsible for paying Base Rent and all other sums owed under this Lease until such time that Landlord or Tenant has removed the Antenna Facilities from the Property. In the event Landlord attempts to collect on any unpaid sums owed by Tenant under the Lease or this Amendment or Landlord brings any other action to enforce the terms of the Lease, as amended, Tenant shall be responsible for costs of collection including, but not limited to, attorneys' fees, court costs, and expert witness fees whether or not Landlord files suit against Tenant. The terms of this Section shall survive the termination or other expiration of this Lease. 5. Indemnification. Tenant further agrees to indemnify, defend and hold Landlord harmless from any and all claims, costs, penalties, fines, lawsuits, demands, and expenses, including attorney's fees and court costs, arising out of or related to any " negligence or misconduct in any entry upon the Property by Tenants agents, contractors, and employees. All indemnification obligations of Tenant as set forth in the Lease and 2 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord against, punitive, indirect, incidental, special or consequential damages, including, without limitation, loss of income or business opportunities. 6. Limitation of Landlord's Liabilitv Early Termination. Landlord's liability for damages to Tenant under the Lease and this Amendment shall be limited to the actual and direct costs of equipment removal and shall specifically exclude any recovery for value of the business of Tenant as a going concern, future expectation of profits, loss of business or profit or related damages to Tenant. 7. No Waiver. Nothing contained in this Amendment shall be construed as waiving a party's r.ight to insist that the other pariy comply with each and every provision of the Lease, including, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may install or replace any equipment beyond that shown and identified in the exhibits to the Lease, E�ibit A to this Amendment and any other amendments to the Lease. 8. Notice. Tenant's notice address shall be as follows: T-Mabile Central LLC 12920 SE 38 Street Bellevue, WA 98006 Attn: Lease Compliance Site # A1Q0719B Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100 —147 Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 9. Conflict. In the event of a conflict between any of the terms contained in this Amendment and any terms contained in the Lease, the terms of this Amendment shall govern. 10. Affirmation of Lease. Except as set forth herein, all terms and conditions of the Lease shall remain in full force and effect. 3 11. Construction. Landlord and Tenant agree that each of them has participated in the drafting of the Lease, this Amendment and any other amendments (collectively the "Agreement") and that the Agreement shall not be construed against the party that drafted it. Both Landlord and Tenant acknowledge and agree that any Court interpreting the Agreement shall not construe any portion of the Agreement in favor of or against Landlord or Tenant based upon any rule of law or construction that would construe the Agreement against the party that drafted it. IN WITNESS WHEREOF, the Parties have set their hands as of the date set forth below. Dated: CITY OF APPLE VALLEY: By: Mary Hamann-Roland Its: Mayar Dated: By: Pamela J. Gackstetter Its: City Clerk Dated: �I/loja o/� T-MOBILE CENTRAL LLC � .'_' !,�-�-� BY� ��o•� r,i ✓t_,S� !� v Its: �d r.ca 'l�,' I�,�_+er oy�,�,Yt �1'1'Cte a��%�'.� �� . SUSAN MAE STREETS ,�..�..�.. � '� a� Notary Public u- u��r Minnesota My Commission Expires 1l31�2015 4 /�� ti � � w w �, :--� • ' p � . ... O 1 €'� F �� . w . 3 0 800 WEST 78TH STREET, SUITE 400 � � W EDINA, MN 55439 � � �o� SITE NAME: CITY QF APPLE VALLEY �� CONSULTANT TEAM � m �� PR0.IECT CONSULTANT: TERR4 CONSULTING GRIX1P, L7D. S I T E N U M B E R: A 1 Q 0719 B 800 BUSSE HIGHWAY � p oc o PARK RIOGE, IL fi0068 roan� `�"'>Be�"°° STRUCTURE TYPE: WATER TOWER w STRUCTURAL ENGINEER: KRECH OJAR� & ASSQCIATES �(+� ,°,P�""MST. MARKET: MINNESOTA � EpU CIAIRE. WI 54703 (715J 552-7174 5 t E � VICINITY MAP N.rs. Q REGIONAL MAP N.r.s. Q PROJECT INFORMATION ' - � T ��'` �.' �"' ��: ' `� w..'': ' SITE NAfAE: CITV OF APPLE VALLEV SHEET ESCR PTI N � REwsioN x� �c,�l � (/ � � , �� _,,.�:,., �� "� f .....1 ��. � _}_,_ + � ( '�• , j� SITENUMBER: A7OO7t9B ��r 1 � �.1 � t 7 - � �� ` �I ' � j � � � _" $ITEAODFiE55: 6350/80THSTREET T1 TITLESHEET p � � � e �� 4 � � i � _� � �U., t � U � � APPLE VRLLEV, MN SSt24 C-I SIFE P�AN O `� �� o "' � F I�I� j. �, - � }�' �, G2 EQUIPMENTLAYOUTS 0 s t g g . •�++� � LATITUDE: N 64• q3' 3.9938" 3 -�, l '� � � � , � - 7 �� '� f �� " " � '-! ` ,"' ANT-t TOWER EIEVATION 0 � o =. � ` `� �� _ t r Z =� 1 ! . � ` .'��? � ,� � � M LONGITUDE; W93°74'9.BB54" ANT-1A ANTENNALAYOUTS 6 � � � � , � \ �o,� � . 4_ � . nrrr-z RFDS a � ��r( PR� E k_ \ �. ,�+�µ' PROPERTY CITYOPAPPLEVALLEV O _'! � J L AT O 1 B' '_ ° OWNER: 7700 747TH STREET ANT RF CQNFIGURATION G > I -- .:..' --O" � °' �� _ ' APPLE VALLEV. MN 55t24 � L ��y � �j _�� l �, � �' �' G-1 GROUNDING DETAILS p i _: .� ..�_ . .« _ �� .. y � � � 1- � . � � � a»^-� ._ naPUCnNr N-1 GENERAL N6TES p ' � , y / �l � r ( � --} ,:- .•: t�/— PROJECT � BOOO VJEST _ , - � { (� � � �7� � �� '� � "'�"� j ' �I LOCATION � EOINA MN55438 �' SUITE40D N-2 ENERAL NOTES p STRE G $ � m ° � � � _. � i � ' . ) . (� /\� �� ( f �� . y L, 1 �� " � . 7-MOBILE CHRIS MiLLER PROFESSIONAL ENGINEER �� ._...___ < J\( 'j Z- 9. �•• CONTACT: (872)701-2089 IHEREBYCERTFYTHATTHISPLANSPECIFICATIONOR A�QO7�I9B , � ;� � � � i f� I 1 � ( ^ � ` , � -'�,,.. ��'ORT WA3 PHEPRRE� BY ME OR UNOER MY OIRECT l . � � l +.�_� �' ��"'"" SIIPERVISION ANO THAT I PM DULV LICENSED � ��\, f�„" � J j 4-- � " �b PROFESS�NALENpNEER1RipERTHELAW30FTHE � ..� ) � , (�. ' "�� p---...-.�- . ^ CODE COMPLIANCE STATE�MMNESQTp ?. 1 � / j \ �� )'" I { � " �..�.�� i, � °�`�" IBC 2008 (2007 MINNESOTA S7ATE BUILDING CADE, GITY OF APPLE � .. 1 �;.._� ! � �'" � �. i '. '''�� r ��.._._'. CHAPTER 7305) g�GNp �. - � VALLEY � L i •..-J � I .: w.r.rai . � THOM1MS RMANN �� ..7 ... 2000 MINNESOTA STATE ELECTRICAL CODE t 1 �;, � � .,� � � - r .��: � ' � o�TE: � 2 ��cer+ae� �esas 4 C _ � C , �� , � {�_ � � ""°" GENERAL INFORMATION 8350180TH 3TREET � ' I�J� ,�" ,,�� J J � I ( � � - � APPLEVALLEY,MN55124 (. - . � �.. � � � � ,/�' ' � �� + Fi,�� 1. PARKING REQUIREMENTSARE UNCHANCED „� I �"'r r ,s" 2. TRAFFICISUNAFFEC7ED -� J �.: , m,�� < � � ,,a.... � �-'�,� � � y.1.� u�� .a - 3. NOADDI7IONALIMPERVIOUSARE0.ISPROPOSEO $CALEISFIX}Nx17MEDIA(U9EHALFBCAIEFON24z38MEDN� _ E D RIVING D IRECTlQ NS SPECIAL NOTES APPROVALS -- a� �s _....._ _— _ _ FROMT-AApBILEOFFICE; i}�pICAVPEDREWIREMENTS�. SIGNA7URE DATE �° HEAD EMST ON W 78TH ST TOYVARD W BUSH I,AHE RD (1.4 MI). TURN RIGNT FACILITY IS UNMANNED PND NOT FOR F%IMAN HABRAiION HANDICAPPED �� -�- ONTO E BUSH IAKE RD (0.3 fdi). TURN LEFf TO MEROE ONTO 1.694 E/MN.S E +tCCE55 REtlUREMENTB NOT REQUIRED � PROPERN OWNER � EEr ^^E CALL 48 HWRS BF.fORE OIGGING (5.5 Mq. TAKE EXIT 4C TO MERGE ONTO MN•77 SlCEDAR AVE (8.5 Mp. TIILE SHEET� PIUMBING RE�UREMENTS : SITE ACQUISITION SPECIAIIST GO_PHER STATE ONE CALL CONTINUE ONTO CEDAR AVEiCO RD 23 (2.0 MI). TURN RIGFfT OMO 180TH pqGUTV HAS NO PLUMBINOOft REFRIQRANTS ST WlCO RO Ge, DESTINATION WILL BE IXJ THE RIGHT (0.9 MI}. � RADIO FREQUENCV EN6INEER -......-....... ' _. iWIN CRIES MFA (ffiI)�a59-o0a2 FMANOFCCREOUIREMENTS�. MN, Tql FREf 1-BW-TSJ-liee THISFACILITYSHALLMEETORE%CEEDALIFAAANOFCCREQUIREMENTS CONSTRUCTIONMANAGER �EErxix�em � COwSmUCnoNREOUMiemEN're: - OPERATIONSMANAGER� T . M.L VWRK MUST CONFORM TO T�h1081LE StANW RO88 ALLAPPLICABI,E COOES AND ORDINANCES. , � N w W � �� M � N O � SECTOR-ALPHA O F O � EXISTING TREE, TVP. �� ro Z r� w� � � EXISTIN6 SPRINT � • w N Z ANTENNAS � � r, w � r ° 0 � EXISTING SPRINT s � ME ,� � � SITECOMPOUNO EXISTINGSPRINT NsEnurscn�ERr�oaza.asmEOw� 6 T o ° o ° y ANTENNAS r�� EXISTING SPRINT � a , J � I COAXCOVER ' � �-mm � N �� EXISTING T-MOBILE N WAVEGUIDELADDER � m�m� EXISTING UTILITV o y "' RACK � F �aaii � // ��/ EXISTING UNDERGROUND � / � � � CONDUITSFORCOAXAND L� // EXISTWGWATERTANKTOWER HVBRID CABLES / / �EXISTING DRY RISER EXISTING 12' WIDE � � EXISTING AN� PROPOSED DOUBLE SWING ACCESS GAT /� _'n k? EOUIPMENT ON STEEL . � � � � o � � PLATFORM, SEE SHEET G2 �� o g S m FOR ENLARGED PIAN � /� EXISTING T-MOBILE EXISTING T-MOBILE ANTENNAS TO I� COA% RUN BE REMOVED AND REPLACED. SEE � � / SHEETANT-tAFOREXISTINGAND J PROPOSEDCONFIGURATIONS i � EXISTINGSTEEL -- � � � � PLP.TFORM o � � o 0 _ a �° 4 ('12) EXISTING COAX " g p � CABLESCONTRACTORTO RE-USE (2) PER SECTOR EXISTING TELCO _�- LINE (i)PROPOSEDHIGHCAP EXISTINGPOWER EXISTWGFENCEDCOMPOUND N � LL HYBRID CABIE FROM �� LINE GROUND TO SECTOR GAMMA EXISTING SPRINT ANTENNAS g a SECTOR-GAMMA SEGTOR-BETA � EXISTING FOREST A1 Q0719B AREA � EXISTING TELCO PEDESTAI - . � EXISTING LADDER i EXISTING7RANSFORMER � _�(1 q _ a, n' � ��.�: I CITY OF APPLE �ID� ° VALLEY � �- ------- --------- -- ---------- � ° I �---- ------- ------ . ' �� 8350 160TH STREET I . , - ,., . __.� APPLE VALLEV, MN 55124 a I: a. ------------------------------ --- J �L------- 160TH ST W/CO RD 46 SITE PLAN � SITEPLAN C�1 SCALE: 1'�30'-0' � I L✓ �J °. w NOTE � � � w CONTRACTOft IS TO VERIFY � I �� ANTENNA CABLE CONNECTIONS I /'� N o�n � PRIOR TO REMOVING ANY CABLES I �r = �� ' / O � � � � w � � � � � �� I � ��'O � � F: `� 0 , � EXISTING CHAIN-LWK FENCE (TVP.) EXISTING UNDERGROUND � o �?s zs s m CONDUITSFORCOAXAND � �, HYBRIDCABLES � �usewti xrneow� R � / � t�� (1) 7ROPOSED LARGE COVP MOUNTED EXISTING 72' WIDE OOUBLE / � � a,� I� TO PROPOSED PIPE MOUNT � SWING ACCESS GATE � � i m , , W� � �;� PROPOSEDPIPEMOUNtFOR � I � m�m POWERMODULES . - / y..ii � / � �aa� � � � / �� EXISTING NODE B � � / � U� / / / � � / � a � � / � r n � � _ f / � � � � ` � EXISTING � � BTS � � / � t � EXISTING � � � � " � g � . PURCELL I o'¢ o ° 3 — — — — — — — — — — — — — — — — � � � _ � 4 � � � rc � _ _ _ _ _ _ _ _ _ _ _ _ _ _ J (E) . UIC (12) EXISTING COAI( CABLESCONTRACTORTO . � . ' i . RE-USE (2) PER SECTOR I g a ' . . (i) PROPOSED HIGH CAP HVBRID CABLE FROM i GROUND TO SECTOR GAMMA A1 Q07198 � i EXISTING STEEL PLATFORM ' � CITY OF APPLE VALLEY � EXISTMG TELCO EXISTING TREE, TVP. LINE � � EXISTING fOREST EXISTING POWER 8350 i60TH STREET AREA � LINE APPLE VALLEV, MN 55124 EXISTING CHAIN-L W K FENCE � E�UIPMENT PLANS � ENLARGED EQUIPMENT PLAN ^-� scn�e r=s-o• V , � ^` w ANALYSIS AND DESIGN OF TOWER AND W W � FOUNDATION BV OTHERS. NO ERECTION OR � �� r'l MODIFICATION OF TOWER AND FOUNDATION SHALL BE MADE WITHOUT APPROVAL OF � = o u�'� STRUCTURALENGINEER � O � � Z r � � � NOTE: w � Z PROPOSEDANTENNAS/LWES/MOUNTS • � O ANDEXPOSEDEQUIPMENTPAINTEDTO o w MATCHTOWER ■ o ro �� m oo � s� . � i � Na�n W � my �� H °aa� EXISTING HANDRAIL EXISTING SPRINT ' ,� ANTENNA EXISTINGSPRINTANTENNA � ¢ (3) PROPOSED QUAO POLE Q Q�� ANTENNASPERSECTOR ° � � $ I I (q) pROPOSED HIGH CAP W I I HVBRI� CABLE FROM ;_ GROUND TO SECTOR ALPHA � a 1 �� EXISTING SPRINT - o � � o � � EXISTING UNOERGROUND CONDUIT EXISTING WATER TANK TOWER - _ a�+ CABLE LADOER FOR COAX AND HYBRID CABLES � w Z � � EXISTING T-MOBILE �� z w � � CABLE LADDER " w wr o W � � C CONTRACTOR TO Z O RE-USE (2) PER SECTOR F� EXISTING SPRINT I g< � COMPOUND ' � A1Q07196 GRADE CITY OF APPLE EXISTING AND PROPOSED VALLEY EQUIPMENT WITHIN EXISTING TOWER, SEE SHEET C-2 FOR ENLARGEDPLAN 8350 160TH STREET APPIE VALLEY, MN 55124 TOWER �1 PROPOSEDTOWEREIEVATION ANT�� SCALE:1'=30'-0" �� 1 � � w w � �1 � r� � � O = o in � � w �� SECTOR-ALPHA . � � v� � Q SECTOR-ALPHA : W Z � p ,. W (2) EXISTING AMENNAS TO BE REMOVED r � AND REPLACED WITH (3) QUAD POLE O � ANTENNAS. (SECTOR ALPHA) (3) PROPOSED QUAD POLE ANTENNASPERSECTOR � � � a °oe � CONTRACTORTOREUSE(1) ; s� EXISTING TMA PER SECTOR � m� j� �� mm °� n ' �TOPOFTOWER / �� . �� EXISTING PIPE (7) PROPOSED PIPE MOUNT �� ps o / EXISTING PIPE MOUNT � � � / MOUNT, TVP. S �� / /�// r ' �� i ' � / / � i � // /� � 6 � � (i) PROPOSED FRIG MOUNTED k o a� (12) EXISTING COAX BEHIND LTE QUAD POLE CABLES CONTRACTOR TO (1) PROPOSED FXFB MOUNTED ��$ ANTENNA (1 PER SECTOR) BEHIND GSM QUAD POLE RE-USE (2) PER SECTOR (12) EXISTING COAX (3) EXISTING ANTENNAS TO BE REMOVED ANTENNA (1 PER SECTOR) CABlES CONTRACTOR TO AND REPLACED WITH (3) QUAD POLE PROPOSED (i) SMALL COVP RE-USE (2) PER SECTOR � F AT SECTOR ALPHA � F � ANTENNAS. (SECTOR GAMMA) (7) PROPOSED LOW CAP � EXISTING BRACKET - HYBRID CABLE FROM GAMMA _ �° o ` EXISTING BRACKET FOR CABLES TO ALPHA FOR CABLES � � \\ \\ \ � ��/ \ \ _ s � \ � �� \ \� � �� /� j/ �� /�/j \� � � � /� � �� / � � � �� \ \ % �� \ g<mo � � / / � \ \ / �� \�� r � � �� __�' ��\ A1Q0719B . \ /� � \ � /��// (1)PROPOSEDLOWCAP / � 1 � �/� / HVBRID CABLE FROM GAMMA � / / � � �� TO BETA � % � — � CIT VALLEYPLE / � SECTOR-GAMMA � 1 / � PROPOSED (7) IARGE COVP AT SECTOR GAMMA 8350 i60TH STREET / / , SECTOR - BETA APPLE VALLEV, MN 55124 (1) PROPOSED HIGH CAP HVBRID CABLE FROM , GROUND TO SECTOR GAMMA SECTOR-GAMMA SECTOR-BETA (3) EXISTING ANTENNAS TO BE REMOVED NOTE � � EETTmE AND REPLACED WITH (3) QUAD POLE � ANTENNA LAYOUTS NOTES: ANTENNAS. (SECTOR BETA) PROPOSED ANTENNAS/ LINES/ MOUNTS PROPOSED (i) LARGE COVP AND EXPOSED EQUIPMENT PAINTED TO AT SECTOR BETA 1. THIS DRAWING IS FOR EXHIBIT PURPOSES MATCH TOWER ONLY �, EXISTING ANTENNA LAYOUT � �� PROPOSED ANTENNA LAYOUT sneerH�Meea N.T.S. . N.t.S. 'I 2. PLEASE REFER TD STRUCTURAL REPORT NOTE: ANT�� A PROVIDED BV OTHERS FOR ALL (1) PROPOSED FRIA PER SECTOR � MOUNTING DETAILS (3 TOTAL) AT GROUND LEVEL .. , . �w sia��.. � . --�.:;.�• .� a�..� " � . >, ss :„;... ,. °. w _ .: .. .. .. . ... . . .� MCWMB � ...C' M b1A W � . »x � � NOTE: � � ..� wwan se..� K .v.x. - . r ana� RUN A GROUND LEAD FROM EACH RADIO TO ry `� µ� THE PLINTH. THEN RUN THE PLINTH GROUND � N O u�"� TO THE SECTOR GROUND BAR. O = o� � � w Z ce�nv��m.: coo is ��'��„�� avrav. aawoorw.:ro�...Taa � �� c yo � � w Z e 3 0 _—.._ L w 0 Ci o ..rrvr � w w� . � �, o 0 0 1]0 �IO. � �� I I 2 4 i ��\� w so �F �y< �� oa mu MetlN U � M ib �4Ar+rt�9NMiJ.Me� . .�H�u�lwMm�tl tb ' „� �1tlu��tl�rylMY1�Mltatw�AN 4�teFm'9 1p11 YONI � e � o $ $ � iM MaYi ry) ... � m. «wa`im� _ ; � . .. •.� � w o weernaw..«oy. � � � � � � p „gpe xYens uw ryw. 46N �+W� 1�k ._—� Gw Oq: e..w.t..c�bwaa �csam w�.w.r��+re� ww�w�-� �w .s g r+wu�wn�: n G na rr •"""` "'°"°" . A1Q07196 •annF v . .-..�.... ��vwRP w.�cw — � — ._�_. .� _ > op R1 ,��,,,�,,,,,��, � CITY OF APPLE �... �, . «. . . .w..�.�m,.�..e�.,. , . � . � . . .: . VALLEY . . . .u..n..: — �wSmtlw+tAl9ir: • •. ..—�.– — �r .�. e. wCaa� Op� ��- � � .+�: � Y �'� 8350 i60TH STREET APPLE VALLEY, MN 55124 me resuwne. rwe.� raw � � . eNaw�ex..a.�resm�.a� vaq .rnwn.�wo..ww.�..a.raw xwswu..wra. S RFDS E bUflbs6v+�wn�. ��-1arGns�dulw: �AJ�.+W GmuvmOVn�m�, ANT-2 �� ti � NSN � �`' w � C4�fi�U�ati6n � 8 RUN A GROUND LEAD FROM EACH RADIO TO .~ � M (1 SxcWr of cakling sUown. fa danry) 7HE PLINTH. 7HEN RUN THE PLINTH GROUND � � o u�i � �gee� TO THE SECTOR GROUND BAR. O � o N oJ z � I� wg H N � Q W Z � Q f�, � W l y O � — � � R, ��o � �`°`°� � �=�,�, — � � � �� «_ "° � �, W � m � m � s H ' • ... � °a°a� , ; . �.:. � �� . ��A � �U� �.;� �I �� AISG 11 � �$� � $ k � � , � � `o � $ a �' � y'j' Fic� e Mwm F%FB . E � Jumper C,5M-UMT3 s.a. PC$ � z �� 5 � '� z � z w _ Potn� � F � 0 3 _ o � � RF Jumper v ' � _ � Toa _ cova Hybrfa caa� (aower a F�eer} rae. � _'_""__ �� z e '�_ '°'_'_'__"_'__ '___'�'___'___ '_`°_ _____'_ °"'°"_ e�' d , � N A1Q07196 Fsr� � — CITY OF APPLE �rE RF �u"'°°' VALLEY g � (9o'�cairrectm! ...... � 3 sq FPoA a' • u�ro� l�NS UMTS �.�� ..... . �sssiae ESM6 FRfA 8350 i60TH STREET � GS�M � ��,� ' : AWS UMTS� APPLE VALLEV, MN 55124 .._ ... I.MU °e^� ' . FRlA FSME �= . .. . . P.WB VM1Tt6 VMFS :4a' Main Pdrear S fi4eir F5� X Ukt(S Maln P¢u'aY&� .. . . .. vaoiecrr asase .....<....:..._ Fit�er RF CONFIGURATION _ ANT 3 . _ ; a� w w � r~ � M � � O � O = O � H � F—y � w � H � W � Z � p JUMPER CABLES ��'I � W O � (E) TWN UMTS/AWS TMAs (E) PIPE MOUNT R � a0 PROPOSEDPANEL � 3 � o e ANTENNAS _ � � � �a�� ;;�, W� m�� ' �' S o .. x i�� maa� i I�� 11� � PROPOSED AND EXISTING FXFB,FRIA RRUsPERSECTOR(REFRFDS) � p � (FUTURE) FRIG FOR LTE AWS = =' � (1)PERSECTOR a � � ° � B $ 3 �_ j � § � � � j I � � � I - SOLI� BARE COPPER WIRE ! � i - Ij (E) GROUND BAR � JUMPER CABLES - 0 TOP COVP HYBRID CABLE (POWER/FIBER) A1 Q07196 n O < CITY OF APPLE VALLEY 6350 160TH STREET APPLE VALIEV, MN 55124 GROUNDING � ANTENNA/ RRU GROUNDING DIAGR4M s " F ` T " ° "'"`" SCALE: N.T.S. G-1 � 1 i- � w w � � M GENERAL NOTES PftOJECi $PECIFICATION 02200 ICIVIL WORK1 MO�ERATELY PLISiIC SILiS AND CIAY, MAiERIAL CON7AINING REFUSE, FROZEN LUMPS, �, PRIOP i0 PIACING BhCKFlLL RFOUN� SLRUCiURES, FLL fORMS SHPLL HAVE BEEN REMOVEO AND iNE E%CAVRiION rl 1. iHE CONiRACI'OR'S SC�PE OG WORK SHPLL INCLUDE ALl IiEMS �EFINE� IN iNE ppRi I: GENEfNL DEMOLISHEO BIiVA11N0U5 AIAiERIAI., VEGEiAiIVE MAiiER, W000, Si0NE5 IN EXCE55 OF ��EANED DG RLL iRlSN, OEBRIS PN� UNSUIiPBLE MA1ERInLS. � N O u'1 CONiRALi pOCUMENiS. iHE CONiRACi DOCUMENiS INCLUDE BUi ARE NOi LIAfIiED i0. iHE �.� SGOPE: CLFARING, GRUBBING, STRIPPING, EROSION CONiROL, SURVEY, 3-INCHES IN ANY OIAIENSION AND DEBRIS AS DEiEftMINE� BY THE CONSiRUCiION 2. BACK FlLL B�'�PLICING AND COMPACiiNG SUI�ABI£ BnCK�RL uaiERiql �R SEIECi Gr+nrvUtAR BACKLiLL uAiERIAI, = O N GOLLOWING: RIE CONiRACi, SPELIFILAilONS AND CONSlFUCiION OfUWINGS. SUPEMISOR AND i-MOBILE CEOiECHNICAL ENGINEER. IYPICALLY, iHESE WILL BE SOIlS WHEN REOIIIRE�, IN UNIFORH NORiZOrviat IArERS 0� rvp GaFAiER iW 9-iNCN LOOSE iHICKrvE55. WNERE O H� LIYOUT, SUB GRADE PREPARAt10N, FINISH CRMING ANp SECURItt FENCE, 2. PLL EOUIPMENt SUPPLiED BY iHE OWNER SHALL BE �ICKEO UP BY iHE CONiRACiOR A! CIASSIFIED fS Pi, MH. CH. MN, ML OR OL �'D-�PEPAiE� COMPACi0R5 ARE USE�, iHE FlLL MFiERIAlS SHALL BE PIACED IN LIfiS NOi i0 E%CEED GOUR �J Z iHE APflOPRIniE WAREHOUSE AS RE�UIftE� BY CONSTRUCiI�N DRAWINGS AND OEiAIL DRAWINGS. 2.9 CEOiE%iILE FABRIC: MIRAFl 500% OR APPROVED EQUNALENi INCHFS IN LOOSE �EPiH. ^�� 3. 1HE COMRACiOR IS RESPONSIBLE FOfl COORDiNAtiNG ALL WORK Z.10 PUSiIC MARKING iAPE: SNALL BE ACID- ANp ALKALI-RESISiANi POLYETNYLENE FILM, S. WHENEVER iHE DENSIN iE5i5 NNDICAiE iHAi iNE CONifVRCiOR HAS NOi OBiAINED iNE SPECIFlED �ENSIIY, iHE � �� 4. iHE COMRACiOR SNALL PRWI�E ON-SIiE SUPEINISION Ai ALL ilA1ES WHILE iHE WORK ��Z REFERENCES SPECIFICALLV FWNUFACTUREO FOR MARKING AND LOCAiING UN�ERGROUND UTIl1ilE5. 6-INCHES SUCCfEDIrvG lAtEa SHnIL Oi BE PIACE� UNiiL irvE SPECIGICAiION FEOUIREMENiS ARE MEi UNLESS �1 N N Q IS BEING PERFORME� AND SHPLL �IRECi ALL WORK, USING HIS BESi SKILL AND AiiENiION. A� DEPARiMENi Of iRNNSPORiAiION CONSiRUCiION AND AIATERIAL WIDEWIiH A MINIMUM THICKNESS OF 0.004-INCN. TPPE SHALL HAVE MINIMUM STRENGiH OG OTMEm�'ISE nlliHORIZEO BY iHE CEOiECHNICnL ENCINEER. hlE CONmatiOR SHnLL iAKE WHAiEVER AvPROPRUiE � W Z NE SNALI 6E SOLELY RESPDNSIBLE FOR ALL CONSiRUCiiON MFANS, MEiHODS. iECHNI0UE5, SPECIFlCAilONS �OR iHE SiAiE IN WHICH iHE PROJECi IS LOCAiED. I500 P51 IN BOiH DIRECilONS AND HANUFACiURED WIiH INiEGRAL WIRES.FOIL BACKINC OR ��ION IS NECESSARY. SUCU AS �SKiNG NNO DRnNG. nODING wniEP OR irvCaEASiuG iHE COMPnCirvE EFFORi. 2� � PROCEOURES ANO SEOUENCES fOR LOOR�INAi1NC ALL PORilONS OG iHE WOFK UNpER iHE ��MINNESOiA: MN DOi CONSiRUCTION AND MAiERIAL SPECIFICATION 2. OTHER MEANS t0 EN4BLE �EiECiION BY A MEiAI DEiECiOR WHEN BURIEO UPTO 3 FEET �EEP. B. iHONOUGNLY COMGACi FACH UYER OF BACKFlLL t0 A MINIMUM OF 909. OF iHE M1N%IYUN DRY DENSIrv AS r ' w PENNSYLVANIA: PA p0i SPECIFICAiIONS. PUBUCAiION 408 3. WEST iHE MEiALLIC COftE DF iHE iAPE SHALL BE ENCASE� IN A PROTECiNE JACKEi OR FROVIDED PRONOED BY iNE AIOOIFlE� PftOCtOft iESi C. �0 NOi PfACE BACKFlLL RROUND NEW C0.5i-IN-PfACE CONCRElE �y O CONiRACi. VIRGINIA: WV DOT pOH SiANpARO SPECIFICAiION$, ROAD$ ANOBRIDCES SiRUCiVRES UNill iHE CIN�CREiE H45 CIIRE� fOR Ai LUSi ) OA15 OR COMPRESSIVE SiRENGiH iE5I5 INDIUiE l.' O 5. 1HE CONiRACiOF SNhLL VISIi iHE J06 SITE i0 flEVIEW iHE SCOPE OF WORH AND B. ASiM AMERICAN SOCIEtt (or TESiING and MAiERIALS) WIiH OiHER MFANS i0 PROiECi li FROM CORROSION. TAPE COLOR SHALL BE RE� FOR JHp1 iNE CONCREiE HAS ACHIEYE� MORE iHAN BOR Of Ii5 SPECIFlEO 28 DAY LOAIPFESSNE SiRENG1H. � E%ISiING JOB SILE CONDIilONS IN0.UDING, BUi NOi LIMIiED �0, AIECHANICAL, ELECiFICAL � EIECiRIt UiILIiIES AN� DFANGE FOR iELECOAIAIUNICAiION UTILITIES. J.5 iRfNCH E%CnvnnON SERNCE PND OVERALL COORDINAiIDN. iHE CONiRACiOR SHALL VERILY AlL EXISiING C. OSHA (OCCUPAiIONAL SAGEiY ontl HFALTH AOMINISiFAiION) 2.11 SECURIiY GENCE A. UiRitt iRENLHES SNnLL BE ExLavniED i0 iHE LMES AND GRn0E5 SHOWN ON iHE DRAWINGS DR AS OIFEGiE� p CONDIilONS ANp DiMEN510N5 PRIOR i0 SUBNIiIING HIS Blp. Mtt DISCREPANCIES, D. A4SHT0 (AMERICAN ASSOCIAiION ol STAiE anJ HIGHWAY A. PROVIDE AND INSiPLL iHE CALVANIZE� FENCE WIiH ASSOGATED POSiS. RAILS, BRACES, HY iHE i-MOBiIE C�NSiRUCiqH SUFEPln50R. PNWIDE SHORINC, SHEEIINC AND BRACING 0.5 REOUIRED i0 PREVENi i � CONRICiS OR OMISSIONS, EfC., SHPLL 9E REPORtE� i0 t-MOBILE CONSiRUCiION iRANSPORiAiION OFFICIALSJ FA6RIC, iEftMINAL POST, GAiES. DROP Br1R AND BARBE� WIftE. USE APPLIGBLE PROVISIONS OF CANNG OR SLDUGHING OF iHE iRENCN WALLS. ap O SUPERVISDR BEFORE PROCEE�INC WIiH THE WORK. ASTM FOR NATERIAlS. B. iHE iRENCN WIDiH E%iENDS A MINIMUM OG 6 INCHES BETOND FACN OUi51DE EDGE OF iNE CONDUIi OR �� 6. iNE CDNiRACiDR SHr1LL PROiECT RLL ARFAS FROM DANAGE WHICH MAY OCCUR �URING 1.3 INSPECTIpN AND iESTINC B. FpORIC SHALL BE HFAVi CALVANIZED CHAIN LINK FENCE CONFORMING ip ASild A392 OIIiERU05i CONOUIi, WHICHE4ER IS APPLICFBLE. j CDNS�RUCiION. AM' Q4MAGE i0 NEW AN� E%ISiING CONSiqUCiION, SiRUCiURE A FlEI� iESTINC OF FARTHWORK, AGGREGAiE BASE COURSE, 2-INCN MESH 9 G4UGE WIRE (0.148 INCHES IN pIAME7ER WIiN THE TOP AN� BOiiOM �� ' SOii. YIEIDING OR OiHERWISE UNSiABLE SOIL CDN�IilONS ARE ENCOUNiENEO Ai iHE RE�UIRE� iFENCH � _ �� m IANDSCAPING OR EWIPMENi SHALL BE IMNEDIAiEIY REPNRE� OR REPlACEO iD iHE COMPACiION, ANO CONCREiE iESTING SHALL BE PERFORMEO BY iHE SEIVACES 1WISiE� AN� BARBE�. � BOnOH fLEVniiON, OVEre-E%G4vaiE inE iRENtn i0 A DEPM OF NO LE55 iHAN 12 INCNES BELOW IHE ftEOUIRE� � m C. POSiS ELEVPiION FNO BACKLILL MiH GRANUTAR BE�DINC MAiERIAL. 4 N�n SFtiSFACiION OF iHE /ENPNi, BIIIL�INC �WNER OR OWNER'S REPRESENiATNE Ai iHE C�NiRACiOR'S INDEPENOENT TESiING lFB. F E%PENSE D� iHE CONiFACiDR. B. ALL WORK SHALL BE INSPECiEO ANO RELEkSED BY ME Jb �RENCH BACI( fILL �- ). li SHALL BE iHE RESPONSIBILItt pF iHE CONiRACiOR i0 LOCAtE RLL E%IStINC i-MOBILE CONSiRUCiIDN SUPERVISOR WHp SHALL GRRY OUT THE A. PROVIDE GPANUfAR BEDDING MRiERUI IN ACCOROANCE WI1H iHE SPECIfICAilONS, �RAWINGS PNO iHE UilLltt � m�� °J � Ui1LIiIES, WHEiNER SHOIVN HEREON OR NOi. AND i0 PROiECi iHEM FROA1 DAAIAGE. THE CENERAI INSPEGTION �F iHE WORK WITH SPECIFIC CONCERN i0 PROPEft REOUIREMENiS. CONiRACTOR SHALL BFAR ALL EXPENSES FOfl PEPAIP OR PEPlACENENi OF UiILI11E5 Oft PERFORNANCE Of THE WORK AS SPECIFlEO AND/OR GLLE� FOR ON THE 1. LINE POSi fOR LABRIC UP i0 6 fEEi HIGH SHPLL BE 2 3/e INCN 0.�. B. NOiln' iHE !-MOB�LE CONSiRUCIION SUPERVISOF 24 HOI1R5 IN PWANGE OF 9ACK FlLLING L� OINEF PROPERIY DAMAGED IN CONJUNCiION WIiM iHE E%ECUiION OF WORK. 2. END CORNER, PULI POSi ANO GAiE POSi SHqLL BE 2 J B MCH 0.�. RLL POSiS SNNLL BE L. CONDUCI UtlLltt CHECK iE5i5 BEFORE BACK FlLIING BACK FIIL AN� COMPAC! iRENCH BE�ORE ACCEPiANCE d �Dd d� pRAWINGS. li IS iHE CONTRACiOft'S RESPONSIBILItt i0 RE�UEST TIMELY � �fStirvG. � 8. iHE CONiRACiOR SNALL 9E RESPpN51BLE FOF iHE CONPIEIE SECURIIV Of iHE SIiE INSPECTIONS PRIOR i0 PROCEEOING WIiH FURTHER WORK THAi WOUL� kHEDUIE 40 CALVANIEED SiEEL PIPE IN ACCOR�ANCE w1iN NSiN ai20. A5�0 arv0 A525. F�k FErvCE D. PIpCE CMNUWE iRENCH BACKiILL UNIGOFMLY ON BOiH SI�ES OF iNE COw�U115 irv 6-MCN UNCOMPaCiED WMLE iHE JOB IS IN GROGRESS AN� UNilt iHE JOB IS C�MPLEiED. WER 8 FEEi HICH, SRE GOSi ACCOROING i0 MPNUfPCiURER'S RECOMNENDAtI0rv5. MAKE PARiS OG iHE WORK INACCESSIBLE OR DI�FlCULi TO INSPECi. UfiS UNIIL 12 INCHES OVER iHE CON011l15. SOLIO�Y RPM RNO iAMP BNCKFlIL INiO SPACES MOUN� iHE CONOUIiS. + � Y. iHE CONiRACiOR SNFLL PFOVIDE iEMPORFRY WATER, POWER AND i01LEi FACILIilES AS D. i0P RAILS SHALL CONGORAI i0 1 1/4 INCH (1.fi6D' 0.�.). SCNE�UI£ a0 GnLVaNItE� SiEEL PiPE iw E. PROiECi CONDUIi FROM UiERAL NOVEIAEM, DANAGE FROA1 IMGACi OR UNBAIANCED LOADING. REOUIRE�BT iNE Cltt OR GOVERNING AGENCY. '+CLORpANCE WIiH ASiM Al20. F. ABWE iHE CONDUIi EIIBEOMENi ZONE, PIACE AND COAIPACi SPTISFACiORY BACKFlII MAIERIPI IN 9-INCH �� . 1D. !HE CON1AACi0R ANp ALL SUBOFDINAiE CONiRACi0R5 SH4LL COMPIY WIiN PLL LOCAL � 4 SIiE MAINiENANCE AND GROiECiIDN E. iEN510N M1RE SFWLL BE ] GRUGE U.S. SIEEL WIRE GALVANIZE� IN ACCOFOANCE WIiH 0.5iA1 A116. MAXIFIUAI LOOSE iHICKNE55 LIRS i0 RESiOFE 1HE REQUIRED FINISHED SURFACE GRADE. ��, AND SiAiE REGUUilONS. A. PROVIOE ALL�NECESSARY JOB SIiE MAIMENANCE GRON �aAPNG CVSS III. C. LOA1PACi GINAL iRENCH BACKFlLL i0 R OENSItt EOUAI iO�pR GRUiER iHAN iHAi Of iHE E%IStINC 11. IHE CONiRRCiOR SHAIL OBiAIN ANp PAY GOR PERMIiS, LICENSES AND INSPECilONS COMMENCEMENi OF THE WORK UNill. COMPLEiION OF THE CONiRACi. F. BRACf 94N�5, IENSION BNJOS nN� iEN510N BARS SHALt BE faBRICAIED 0� 1/B INCH 6Y I/8 INCH UNOISiURBED A14iERWL IMMmIAiELY ApJACENi i0 iHf iPfNCN BUi NO Lf55 iW A MiuluUU OF 95%0� �nf NECESSARY GOR PEkFORMANCE OG iHE WORK AND INCLUDE iHOSE IN �liE COSi OF �HE B. CONiACi iHE ONE-CALL UiILIiY LOCAiION SERVICE PRIOk i0 �LVANIZE� SiEEL WIiH GA� PNIZfO SiEf� CARRaGE BOLiS AND NUiS IN ACCOROANCE WIiH qSi� A11S. �INUM DRY �ENSIIY AS PROVIDE� BY iNE MOOIGIED GROCiOR iESi, RSiM D155] WORK i0 i-MOBILE. ANY EXCAVAiING ACiMilES i0 HAVE LOCATIONS OF UNpERGROUND �NS�ON BnaS SHPLI BE t a irvCN BY J a wCN WLVnrv�2ED StEEL BnR IN aCCORDPNLE WIiH kSiM _ �� 12. �IGUREO DIMENSIONS HAVE PRECEDENCE OVER DRAWING SCALE, ANO �EiAIL ORnWINGS a��' 3] ACGREGAiE ACCESS ROAD ANp SftE HAVE PRECEDENCE OVEF SF44LL DRAWINGS. CHECK ACCUFACY 0� ALL DINENSIDNS IN THE UillliiES 1�ERIFlEO. - G. �n6RiC �ES SNaLI BE CU55 i G4LVnNiZEO SiEEL t4iRE NO LESS iHAN 9 GAUGE. A. CLFAR, GRUB, SiRIP AND IXGVAiE fDR ME nGCESS ROP� AND i0'NER COMPOUND i0 iHE LINES AND GqA�ES FIELD. UNLE55 SPECIFICALLY NOiED, DO NpI GABRICAiE ANY WiERIp15 OF� SIiE, NDR DO C. AV010 �ANAGE t0 iHE SIiE INCLU�INC E%ISiING FACILIiIES, H. POSi iOVS SHAIL BF PRESSEO SffEL OR MnLLFABLE IROrv AND SHALL BE W�VANIZED PER ASRA INDICAiE� ON 1HE DRAWINGS. SCN2IFY i0 A DEPiH OF 6 INLHES AN� PR00�-ROLL ALL HOLES, RUiS. SOR PUCES f � PNY CONS7RUCilON UNiIL iHE RCCIIRACY OF ORAWING �iNEN5rON5 HnVE BEEN SiRUCiURES, iREES AND SHRUBS DESIGNAiED TO REMAIN. iAKE A153. ANO OirvER DEFECIS SH4LL BE LORRECiED. °�� o PROTECiIVE MElSURES TO PREVENi E%IS11NG FACILIiIES THAi ARE NpT I. BRPBEO WIRE SHALL C�NSIS1 OF �OUBIE SiNANpEO 12 1/2 CAUGE WIRE 0.SiM Ri]1, CVSS 3 WIiN B. iHE ENiIRE SUB GRAOE SHALL BE COMPRCiE� i0 NOi Lf55 lIMN 95$ Of iHE 1Ah1(IMUM Dfn' OENSItt AS VERiFlED AGAINSi ACiUAL FIEID �IMENSIONS. OESIGNAtE� FOR REMOVAL FROM BEING DAMAGED BY iHE WORK. 4-POINi BqRBS SPACED 5 INCHFS APPRi iHE ipP 1 FOOi OG IHE GENCE SHALL CONSISt 0� 3 PROVIDED BY iHE AIOD14"IED GROCiOR iESi, PSfu � 155). 13. !HE CONIIiACiOR SHALL NOiIFV iHE i-IAOBILE CONSTRUCiION SII�ERVISOF OF NM' p. KEEP SIIE FREE OF ALL PONDINC WATER. SiRM'�5 Of BAftBED WIRE AiiACHE� i0 65 DEGREE PNCLE, HE4N'-PRESSEO PAMS GPABLE Of C. PFiER PREPPFAiION Of iHE SUB GRPDE �5 COMVLEIE�, iNE GEOiEXnLE �nBk�C SwLL BE MSinLLf� 10 iHE , CONfLICiS OR DISCREPPNCIES IN iHE CONiRACi pOWMENiS OR FlELD CONOIilONS PRIOfl E. PFWIOE EROSION CIXJiROL MEfSURES IN ACCOROANCE WIiH MRMSiFNDING WIiHOUi GAILURf 250 POUNpS �OWNNARD WLL ht iHE WiERM05i END OF iNE ARM. LIAIIiS INDIUiED ON iHE DMWINGS BV ROLLING ME FABRIC OUi IONCIIU�INCLLY NLONG iHE ROAOWNY OA SIiE. iNE y 'i i0 EXECUTING iHE WONIt IN OUFStiON iHE DEPARiAIENi DF iRANSPORTAiIDN CONSiRUCiION PND NhiERIP1 �� TE MA�ERiALS. SUCH AS FPBqIC, WLiS. NUiS, iEN5i0N 6nR5 nN� BPRBEO WIRE SHALL BE fpBFIC SNALL NDi BE DFAGGED ACRO55 iHE SUB CFROE PIACE iHE ENiIRE ROII IN A SINCLE OPEFAiION. POLLING 3 W � 16. ME CONiR4Ci0R SHALL NOiIFY �HE i-MOBILE CDNSiRUCiION Sl1PERVI50R iF OEiPiLS SPECIFlGAiIONS FOR THE SiATE IN WHICH iHE PROJECi IS LOCAiED. CONSiSiErvi wI�N FENCE uniEaulS. iHE ANiERIAL AS SAIOOiHLY f5 POSSIBLE. � � � ARE CONSIDERED UNSOUN�, UNSAFE NOi WAiENPR00�. OR NOi LNiHIN CUSiqMRY iPADE F. PROVIpE AND MAINiAIN ALL iEMPORARY (ENCING, &4RRICADES, P�� II: E%ECUiION 1. WERUP$ POAALLEL 10 ME R(VDWAY PND SRE 'MILL BE PERMIiiED Ai iHE CENiERLINE PN� Ai LOCAilONS o � PRACiICE. If WORK IS PERGpRMED, li WILL BE ASSUMED THAi iHEFE IS NO OBJEC110N i0 WqpNING SIGNALS AND SIMItAR OEVICES NECESSARY TO PROiECi IIFE 3.1 GENERRL BEYOND hlE ROOOWAY OR SIiE SIIRFACE WIDiH (I.E., WIiHIN iHf SHOUlOEF WIOiH�ONIY. NO IONGIiUDINAL = _ F � o iHE DETNL. DEiA1L5 RRE INIENDE� TO SHOW iHE EPo� RESULi OF iHE �ESICN. MINQR qNp PROPERIY DURING THE ENiIRE PERIOD OF CONSiRUCTION. REMOVE A' BEfORE STPRiING CENERRL SIIE PREPARAiION ACiMiIES. INSiA�L EROSION AND SE�IMEM CONiROL OVEPVPS SHPLL BE tOCAiE� BE1WEfN iHE CENiEFLINf ANO iHf SHOULDfR. PR LLfL OKRIAPS SNNIL BE A MO�IFlG1ilON5 NAY BE REDUIREO i0 SUIi JOB CONqTIONS. ANp SHALL BE INCLUDED AS MfA5URE5. iHf 1YORK ARFA SHALL 6f CONSiFUC�E0�AN0 MAINiAME� IN SULN CONOIiION MAi MINIIAUM OF ] GEEi WIOE rc� PARi OF THE WORK. ALL SUCH DEVICES UPON COMP�EiION OF iHE WORK. IN iHE Ev£Ni OF aAIN iHf Slif WILL Bf WEtL ORAINED A1 PLL iIMES. 2. iqqNSlEASE (PEROENDICULw i0 iNE ROWWAI� WERUaS AI iHE ENO OF A ROIL Slwl.l OVERUP IN iHE o� 15. E%ISiING ELEVAilONS AND LOCAilONS i0 BE JOINE� SNALL BE VEFIf1E0 BV IHE B. FfFF�RN PLL SURVEY, IATOUi. SiAKINC ANp AIARNINC i0 ESiABLISH AND AINNiRIN ALL lINES, DIRECPON � IHE ACGPEGAiE PUCEMENi (PREVIOUS FOII ON i0P) NNO SHALL HHVE A MINIAIUM IENGiH OF J GEEi. _ CONiRACiOR BEGORE LDNSiRUCiION. If iHEY DIGGER GRON iHOSE SHOWN ON THE PUNS, PARi II' PRO�UCIS GFADES. F1EVpilONS aND BENCH�uiKS NEE�E� IOR E%ECUiION OF iHE WORK. � C" C. CLEAR pND GRUB iHE nFFA WIiHIN iHE LluliS OL iHE SIiE AND ONLY iNE IMAIEDIniE 3� �L OVERfAPS SHALL BE PINNED WIiH SiAPlES OR Na1LS BEIWEEN 10 AND 12 INCHES L�NG IO INSURE iHE CONiRnCiOR SHALL NOiifV iHE VOICESiRFAM CONSiRUCiION SUGEfM50R 50 iHAi 2�� SUIiAB�E BACK FIL�: E%GVAiED INORGANIC MAiERIAL, COHESIVE AND SURROUNDINGS NECESSPRI' i0 COMPIEiE iHE WORK. REIAOVE iREES. BRUSN, SiUlAPS, RUBBISH SiABLE PpSIiIONING WRING PIACEMEM OF AGGREG4IE. PIN IONCIN0INAL SUYS Ai 25-FOOi CENiERS M'D AfODIFlC4110N5 CIN BE MAOE BELORE PftOCEEDINC WIiH iHE W�AK. NON-COHESNE MATERIALS, INCLUDINC GRI�VEL, SPND, INORGANIC IFAN qryp OiHER �EBRIS ANO VEGEiAiION RESiING ON OR PROiNU01NC iHROUGH iNE SURFACE OF ME SIIE 1��RSE SEAM$ EVERY 5 FEEf ON CENiEft. 16. ALL SYMBOLS AN� ABBRE`MilONS USEO ON iHE DRAWINGS RRE CONSIDERE� CUY, GRAVEL SILi. GR0.VEL CLAV, SAND CUY, SPN� SILi OR SILi CIAY pqFq ip BE CLEnRE� AND CRUBBEO. D. iHE AGGNEGRiE SUB azSE. 945E AND SURFACE COURSES SHALL BE CONSiRUCiEp IN IAYERS NOi AIORE iWW MATERIAL FREE FRDM FR�ZEN LUMPS. RENSE, Si0NE5 OR ROCKS URGER �, REMWE iHE FOLLOWINC WiERNLS i0 A DEPiH OG Np LESS iHAN 12-INCHES BELOW iHE 4 INCHES (COMPACiEO) iHICKNESS. AGGREGAiE i0 BE PIACfO ON ;fOiIXnLf GABRIC SHAIL 6i ENO-DU�nPfO ON CONSiRUCiION SiANDPRDS. IF iHE C�MRACiDR 4VS OUfSilONS REGARpING iNEIR E%ACi iHE FABRIC FRINA iHE fPEE END OF 1HE �FBRIC OR OVEF PRENOUSLY PLACEO AGGPEWtE. NO iIME SVNLL MFANING, iHE i-MOBILE CONSiqUCiION SUFERVISOR SHALL BE NpiIFIEO GOR CWEIFlCAiION THAN 3-INCHES IN ANY pIMEN510N OR OTHER MATERIPL THAi MAY MPHE ORIGIUqL GROUN� SUk�RCE: k00i5, SNMPS Frv0 OiNER DEBflS, BRUSH AND RENSE EMBEOOE� IN OP EpUIPNENi, EIiHEP �UMPIrvG iHf AGGaEGAif OR GRNDIrvG iME ACCRECAiE, BE GERMIiiE� ON iHE ROMWAY OR BEFORE PROCEEOINC WIiH iHE WORK. THE INORGANIC MAiERIAL UNSUITABLE F�R BACKFlLL Oft FlLL MAiERIA� AS PFOiRUDING iHROUGH iHE GkWND SUFFRCE. RAKE. DISK OP PLOW iHE PRFA i0 A OEGiH OG NO l£SS CONPOUND WRN LE55 iNNN 8 IrvCHES OF MAiERWL CWERINC iHE fA9RIC. 11. IHE CONRWCiOR SHALL PRWIpE ALL NECESSARY BLOCKING, BACKING. FRANING, �EiERMINED BY THE i-�MOBILE CONSiRUCiION SUPEkVI50R AN� iHAN 6-INCHES. FN� REMWE UP i0 > �EPiM 0� 12-INCHES GLL ROOiS ANp OiHER DEBRIS iHEkE9Y E. iHE FGGREGHiE SUB BASE AN� &SE SNPLL BE IMMEDIpiELT COMPACiED TO NOi LESS 1HAN 95R 0� iHE HANCERS OR OiHER SUFPORi GOR ALL OiHER IiEMS REOUIRING iHE SNAE. GEOtECHNICAL ENGINEER EXPpSED. W1%IIAUAI DRY DENSIIY AS PROVIDED BY iHE MO�IFlED PFOCiOR iFSi, ASiM � 1551. g a 2. REMpVE i0P501L MNiERIALS COMPLEtELY FROA1 iHE SURFACE UNiIL IHE SOIL NO LONGER MEEiS 18. Clrv NPPROVEO PIANS SHPLL BE KEPi iN A PIAN 80X AND SHALL NOT BE USED BY iHE DEfINIiION OF i0P501L. AV010 MI%ING i0P501L WIiH SUBSOIL OR OiHER EXCAVAiED J_8 GINISH GRAqNG WORKAIEN. ALL CONSiRUCiION SEiS SHALL RERECi SAME MFORMAiION. Ai ALL iIMES MAiERIAtS. iOPSpIL SHALL BE SiOCKPILEO SEPPRAiELT FOR REUSE, AS DIRECiFO 9Y iHE CONSiRUCt10N p pERFORM ALL �MISHED CflRDING i0 PRON�E SMOOIH, fVfN SUfl(ACE PND SUBSURFACE DRAINFGf 0� iHf IHESE ARE TO BE UNDER iHE CARE OF 1HE JOB SUPERINiEN�ENi. 2.2 POROUS AN� NON POROUS EMBANKAIENi ANO PACK FIIL: SUPERVISDR. ENiIflE ARFA WRHIN iNE LINIiS OF CONSiqUCiION. GNPDING SH/.lL Bf COMPAiIBI£ WIiH FLl SUFROUNDIPoG A1 Q071 9B 19. OESIGN DRAWINCS ARE DIAGRAMAl4iIC ONLY AND SHNL BE GOLLOWED 0.5 CLOSELY AS A. MINNESOTA PER A1N DOT, IiEM 203 }. E%CEPI WHERE E%CRVRIION i0 GaEniER DEViH IS iNO�CniE�. FiLL DEPRESSIONS RESULiING FROM iOPOGRAPNY AN� S1RUCiURES. ACiUAL CONSIHUCiION CONDIiIONS W1LL PERNIi. AM! ERROR, OMISSIDN, OR �ESIGN B. PENNSYLVANIA: PER SECiION 206. PUBLICAiION 406 G�FAFING, GRUBBING ANp DEMOLIIION C�NPLEiELY WrtH SUIipBLE FlLL B. UiILIZE SAIISFAGiORY FlLt MAIERIRlS RESULtING FAOM iHE E%CAVAiION WORK IN iHE CONSiRULiION OG GILtS. �ISCREPANCY SHnLL BE BROUCHi i0 iHE AiiENiION Of THE i-AIOBILE LONSiRUCiION C. WESi NRGINIA: PER WV OOi, SECiION 20), ]16 �. REMOVE FROA1 THE SIIE r1N� �ISGOSE IN WJ AUiHORIZED UNDLILL ALL DEBNIS RESULIING FROM EAI&WKMENiS AND fOF iHE REPIACEMENi OF REMOVEO UNSURRBLE NJiERIALS. SUGERVISOR FOR CIARIFlG1ilON OR CORRECiION BEFIXtE CONSiRUCiION. CLFMINC AN� GRUBBINC OPERAii0N5. BURNiNG IS NOi PERMIiiED. C. REPAIR RLL ACCE55 ROMS AN� SURIiWNDING AREhS USED DURING iHE COURSE OF iHIS WORK i0 iHEIR 20. AS-BUILIS REp111REA1EM5�. DO NOi USE ftECORO DOCUMENiS FOR CONSiRUCiION E. PRIOR i0 EXCPVAiiNC, iHOROUGHLY E%RNINE iHE ARFA i0 BE EXG1VAiED ANO/OR iRENCHED i0 ORIGINAL CONOiPON. CITY OF APPLE GURPOSES. PROiECi RECORO DOCUMENiS FAOM pEiERIDRAtION PN� LO55 IN A SECURE, 2.3 SELECT SiRUCTUFAL FlLL' GRANUTAR FlLL MAiERIAL FOR USE VERiFY iHE LOCAlIONS OF iFAiURES INDICAiED ON iHE DRAWINGS, �1ND ISCEFiAIN iHE E%IStMCE ANO FlRE-RESISiANi LOCAiION. PRpN�E ACCESS i� ftECORO OOCUMENiS fOR iHE T-MOBILE AROUND AND UNDER SiRUC1URES WHERE STRUCiURP� FlLL MATERIALS ��ON 0� aM/ SiaUCiURE. UNDERGROUNO SIRUCiURE, LUIVERi, SiFFAM LROSSING OR OtHEF IiEU 3_g SECURm FExCE VALLEY NOi SNOWN iNFi MIGHi AFFECi OR INiERFERE WIiH ME NEW LONSiR11CPON. NOiIfT iHf VOICESireFAN iHE BOiiOM Of IHE FENCE SHALL BE 2 INCHES BELOW iHE i0G Of iNE LOMPOUN� GPAVEL IF 1HE SIiE C�NSiRUCiION SUPEKVISOR'S REFERENCE OURING NORIAAL WOFNING HOURS. MaluiqlN N ARE REQUIRED' LONSIRIICIION SUPEfM50R Of ANY OBSiRUCilOrvS 1Hai wILL PFEVENi ACCONPUSHMErvi OF iHE wORrc�pS [ROSSES fFAiURE$ SUCH AS DHPINAGE DIiCHES, EiC., iHE FENCE SNALL SPNN iNE DEPRESSION. C�OSE iHE SPACE CLFAN, UNDAMqCE� SEi OG BWE OR BUCK IINE PRINiS OF CONiRACi OIUWINGS AN� A MINNESOTA: PER MN DOT, IiEM 304 INOICALED ON iNE �FAWINUS. BELOW iNE BOiiON OF iHE FENCE WI1H E%iRA fENCE FABRiC �R 84RBE0 WIRE 0.S DIRECiE� BY iHE i-MOBILE SHOP pRAWINGS. AIARK RIE SEi i0 SHOW 1HE ACiVAL INSiALIAiIDN WHERE THE B. PENNSYLVANIA'. PER PUBUCAiION 406, iYPE 2A F. SEPARAIE ANp SiOCKPIIE �LL E%GVAiE� MAiERIAlS SUIiABLE F�R BACK LILL. ALL E%CESS CONSiRUCiION SUPEIMSOR. PftIOR i0 PUCING COMPONENiS SUCH AS FABRIC, RWLS, 1EN510N WIRE AND WiES, INSiALLAiION VARIES SUBSiANTNLLY fROM iHE WORN AS ORIGINALLY SHOWN. MARK WHICH C. WEST VIRGINIA: PER /STM 2940-92 E%CAVAtEO AN� UNSUIiABLE M4iERIRLS SHnLL BE OISPOSED OF IN AN NEEA DESIGNAiEO BY iNE ENSUFE 1H4i 1HE CONCREIE POSt �OUNMiION HRS RFACHED Ai LEASi 15R OG Ii5 DESIGN SiRENCiH OR HAS �RAWINCS IS NOST GGABtE OF SHOWING CONDIiIONS NLLY AND ACCUftAiElY. WHERE z.b GRANUIPR BEO�ING AND iRENCH BACK FlLL WELL-GRA�ED SAND �OICESiREFM CONSiRUCtION SUPERVISDR. (UNSUrtABIE W1iERIAL YqY BE REQUIRE� i0 BE REMOVEO �URED A AIINIMUM OF I �AYS NiER SEiIiNG iHE POST. 8350 160TH STREET SHOP ORAWINGS ARE USE�, RECORO A Cfl055-REFEAENCE At iHE CORRESPONOINC FROM iNE SIiE.) B. NRNISH G4iE5 WIiH NECESSARY fliilNGS OND xqRpWARE. uINGES SHNL ALLOw SYIING GAiES i0 SwING IBO APPLE VALLEY, MN 55124 �I LOCAiION ON iHE CONiRACi DRAWYNCS. GNE PARiICUTAR AiiEN110N i0 CONCFALED (SW OR SW-SM) AND THE GpLLOWING: P. MINNESOiA: PER MN DOi. 3 Z SIflUCtURAL EXCAVRiION OECREES. PIUNGfR BARS SHALL HnVE iOP, BOnOM AND HI�OLE LOCHirvG GOiN1S w�iH iHE Mi�DLE CDirvi ARMNGED '�, E�EMENiS iHAi WOULO BE DIGfICULi ip MEASURE M'0 RECORO Ai A IAIER OA1E. MARK rEM 60J A iOUN�AiION E%CAVPiIONS SHnLL BF CUi LO �IFU MAiERIaL nnVINC A SAGE BFOAING VRLUE Of 300a GOR PADLOCKING. GAiES SFULL NAVE KEEPERS ON FACH LFAF iNAi ENGAGE AViOMRPCALLY WHEN iHE CAiE IS ��. RECORD SEfS WRN RED EWSN�E PENCIL USE OiHEfl COLDRS iD 01511NCIIISH BEiWEEN B. PENNSYLVANW�. PER AASHTD AS] PSf pNp SH4Ll Bf FPEE OF nLL �OOSE nND wEt MniERiAlS. IG lnE BOiiOM � iHE E%C�VAiION SWUNG OPEN. REPAIR GPLVANIZW C0.4iING OAMAGEO IN iHE FlEID WItH ME1H0�5 RN� tECHN10UE5 AS �� VRRIA110N5 M SEPRRRiE CAIECOMES Of iHE WORK. MARK NEW INFOR1MilON iHAi IS C. WEST VIRGINIh PER WV �OT SECiION 604 IS NOi GIRM /.ND StPBI£, OVER-E%GVA�E nN pD0iti0NnL i2 INCNES, COMPeCi SUB-GRRDE AND GILL RECOYNENpEp BY iHE MRNUFACNRER. IMPORTANi i0 iHE OWNER BUi WAS NOT SHpWN q4 iHE CON1RACi ORAWINGS, DEiAILS OR z.5 CRUSHE� SiONE SURFACE COURSE FOR ACCESS ROA�: A. WIiH 1] INGHES OF SELEGi SiRUGNRAL GILL. � SHOP �RAWINGS. NOiE REIAiED CHANGE OPDER NUMBERS WHERE PPPUCPBLE. NOtE MINNESOiA: PER AIN DOi, IiEM J04 B. PFTEfi E%CAVAiION, iNE E%POSEO SOILS SH4LL BE INSPECim RND�lESiED AND RNY UNSUrtABLE 3.�0 IFNDSCRPING SIiE lANDSCAOING OPERAiIONS SHNLL BE IN CONLORMMlCE W1iH iHE FOLLOWINC SPECIfICAiI�NS: REUiED RECORD DPAWING MfORNAiION AND PRODUCi DATA. UPINJ�CONPLEiION Of iHE B. PENNMVANW: PER PUBLICAlION 4pB, iYPE 2A, DEFOSIiS REAIWE� AS DIRECiED i0 RUCH SUIIA&E BFARINC SOIL ALL OVER-E%CAVRiE� ARFAS SHALL t. uINrvESOiA'. PER MN DOi IiEMS 658-662, 66), 668, fiI0-6)J - WORK, SUBlAIT ONE 1 COMGLEiE SEi 0� RECORD DOCUMENiS i0 iHE C. WEST VIRGINIA PER WV DOT, MODIFlED CVSS 1 ACCREGAiE BE BACK FlLLED WI1H SELECi SiRUCtURAI FILL OR WIiH LEAN CONLREIE �ILL TO iHE ELEVAiION OG iHE 2. PENNSVLVANIR: PER PA OOi SECilONS �d-BOfi, BOB-811, 856, e64-865 �� PER SECiION ]04 OR CRUSHED LIMESiONE PER ASiM BOiiOM DF FOOiING OR FWNDPiION AS IN�ICAiE� ON IHE DRAWIN4S. }. WESi NRGINIA PER WJ OOi SEC110N5 642, 651-fi55, IIS I-AIOBILE CONSiRUCiION SUPEfNISOR FOR iHE OWNER'S RECOP�S. C. MtIOR i0 %ACEMENi OL LONC. GWN�RilONS, 1HE SUFFACE Orv VYHICH iNE CONLREIE IS i0 BE z94�-9Z_ GIACE� SHALL BE COMPALiE� i0 A MINIMUN 0� 95L 0� iHE MODI(IED GRDCiOR DENSItt BY iHE 311 SiORAI WAiER MRNAGEMENi ANO EROSION CONiROL Si0RA1 WAIEfl ANN4GEMENi PNp EROSION CONIRO� SINLL ' 26 CRUSHE� STONE SUBB0.5E FOR ACCESS ROM: IAODILIEO PROCiOF iESi. ASiN D155]. BE IN CONfORM4NCE WRH iHE fOLLOWING SPELIFICAlI0N5: A. MINNESOTA: A4SHi0 �5] CRUSHE� LIMESTONE D. NO f0UN0.4iI0N5 OR SiRUCiURES SNRLL BE CONSiRUCiE� I1Ni1L iHE &SE MAiERNLS HAVE BEEN 1. MINNESOiA�, PER AIN DOi IiEA15 2�), 603-605. fi1J � sxEE*rrt�e 8. PENNSYLVANIA: PASHiO d57 CRUSHED LIAIESiONE INSPECiEO BY iNE T-MOBILE CONSiRUCiION SUPEKJISqi. 2. PfrvrvS'LVnwln Pa OOi SECilONS WI-604, 610. 612, 615-61], e�6, 864-865 � C- WESi VIRGINIA� PASNiO �5] CRUSHED UNESiONE 3.3 SiRUCNRN. fILL'. Att COMPACiED GILI SHALL BE PIHCE� IN IATEftS NOi E%CEEOINC A LOOSE 8' 3. wESi NRGiNw: �1V DOi SECilONS 642 hND 655 GENERAL NOTES 2.] CRUSHED STONE GRANUUR BASE FOR COMPOUND: 1HICNNE55 PND COMPACIED i0 A MINIMUAI OENSItt OF 95R OF iHE MODIFIED PROCiOR OENSItt OBiNNED A. MINNESOTA A45Hi0 }'5] CRVSHEO LINESTONE IN ACCORDANCE WIM 0.5iM D-155J. � END OF SPECIfIGiION B. GENNSYLVANIA: PER PUBLICATION 408. ttPE 2B 3.4 BACK FILL AS SOON AS vRAtiICRI RFiER CoMPLEi1NG CONSiRUCiioN oF ixE REIAiED SrttUCiUFE, sxEE*rvumAEa C. WESi VIRGINIA A4SHi0 5] CRUSHED IIMESTDNE �NCLU�ING E%NRAiION OG iHE SPELIFlED MINIMUM CUPING PERIOD �Ok flSi-Irv-PIACE COrvCREiE. R BACKFlLL iHE EXGAVAiION WIiN APPRWED AUiERUI i0 REStORE iHE REOUIRE� GINISH GRADE. 2.8 UNSUIiABLE MATERIALS: i0P SOIL, HIGH AND N-1 ti � � w w � � � PROJECT SPECIFICATION I6000 (ELECiRICAU C. CROUND CONDUCTOR � N � PAFT I: GENERAL Proiect Specification 76670 (Groundinq) � o u> 1.1 SCOPE iH15 SPECIFICATION �ESCRIBES THE MINIMUM REOUIREMENT FOR INS7ALLITION OF ALL ELECiRIC4L Part I: GENERAL 1. ALL DIRECT Bl1PoED GROUN� CONDUCTORS SHALL BE TINNED SOLID (b2 AWG) WIRE. BURIE� O = o� $YSTEIAS. GROUND CONDUCiOR SHALL BE INSTALLED Ai IAINIMUM DEPTH OF 36" BEL�W CRA�E. � w Z 1.2 REFERENCES LHE PUBLICATIONS LISiED BELOW FORM PART OF THIS SPECIFICATION. EACH PUBLICATIDN 7.1 SCOPE 2. ALL SUB GRA�E GROUN� CONNEC710NS SHALL BE MA�E THROUGH THE USE OF E%OTHERMIC �� SHALL BE THE LATEST REVISION AND AD�ENDUM IN EFFECi ON THE DATE iHIS SPECIFICATION IS ISSUED FOR A ihis specificot'ion prescribes the requirements for Furnishing, installa�ion ond �esting of the WELD PROCESS. CONNECLIONS SHALL INCWDE ALL CABLE TO CABLE SPLICES, iEES AN� ALL � �� CONSTRUCTION, UNLESS N07ED OTHERWISE EXCEPT AS AIODIFlED BY THE ftEOUIREMENTS SPECIFIED HEREIN, OR grounding coble, conneclors and associated romponen[s os indlcated on �he drowinqs. CROUND R�� CONNECTIONS MDL�. WELD KITS, E7C., SHALL BE MANUFACTURED BY CADWELD w� Z THE DEiNLS OF THE �RAWINGS, WORK INCWOEO IN THIS SPECIFlCATION SHALL CONFORM i0 THE APPLICABLE B. Appficotions of electrical ground'ing and bond'ing work specified in this specitiwlion indude qN� SHALL BE INSTALLED AS PER THE MANUFAGTURER'S INSiRUCTIDNS. � PROVISIDNS OF THESE PUBLICATIONS. the followin9� 3. GROUND CON�UCTORS SHALL BE ROUTED IN THE SHORTEST ANO STRAIGHLEST �ISiANCES r I � � A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) 1. fence and gate posls POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. CDNDUCTORS SNALL BE INSTALLED AS �1 � 2. elechicol t _ • � 8. NESC (NATIONAL ELECTRICAL SAFEiY CODE), UTEST EDITION 3. din P ler�trod¢s ems qO p� CONDUCTORS SHHL� FOLLOW A CONTINUOUS DOWNWARD PATfERN TO THE C. NEC (NATIDNAL ELECTRICAL CODE), IATE57 EDITIDN groun g e D. NFPA 70 (NAiIONAL FIRE PROiECTION ASSOCIATION) 4. ground bus bor GROUND SOURCE (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) � E OSHA (OCCUPAiIONA� SAFE7V AND HEALiH ADMINISTRAiION), INCLUDING ALL APPLICABLE AMENDMENTS 5. s vice equipment B. CDNDUCi0R5 SHALL BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUM BENOING W1DIU5. R a o 0 0 C. WHEN THE MINIMUM BENDING RPDNS CANN9T BE ACHIEVED, GROUND CABLES SHALL BE G. U.L (UN�ERWRIiERS UBORAi0RIE5) 6. enclosures � 3� ]. monopole/lotlice �ower ROUTED AT 90 �EGREE BENDS WITH iHE USE OF EXOTHERMIC CONNECTIONS Ai 90 DEGREES. 1.3 SYSiEM DESCRIPTION o, I 8. ice brid e THE INiENT IS TO ELIMINAiE THE CABLE BEND RADIUS PND REPIACE THE RAOIUS WITN AN � _ � i� A. DESIGN REQUIREMENTS: THE COMRACTOR SHALL MS7ALL UNDERGROUND ELECTRICAL AND iELEPHONE 9 6 i m� CONDUITS PND CABLE AS SPECIFIED HEREIN AND /S SHOWN ON iHE DRAWINGS. �� REFF.RENCES: ihe publica[ions listed below Form port of (his specifiwtion. Each publ'ication shall E%OTHERMIC CDNNECiION. , B. PERFORMANCE REOUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLEiE AND UNDAMAGED STATE, be the latest revision ond addendum 'in eFFecl on the date lhis specificotion is 'issued for cons�ruction, PART III: EXECUTION � N�^ AS REQUIRED IN THE CONTRACT DOCUMENTS. unless noletl otherwise. Except as modified by the requiremenls specitied herem, or Ihe details of Ihe 3.1 PREPARAiION �Y � drnwings, work included in Ihis specificalion shall conform to the oppl'icable provisians of these A. ALL SURFACES TO WHICH CROUN� CONNECTIDNS WILL BE MADE SHALL BE FREE OF PNNT, � m'�� PART II� PRODUCL$ Dublications. GALVANIZING �IRECT CDRROSION ETC.. -� x 8. ALL METAL SURFACES EXPOSED ON GROUN�ING SHALL BE EITHER COLD CALVANIZE, OR o 0 2.1 GENERAL A. ANSI (AMERICAN NAiIONA� STANDARDS INSiITUiE) � p.a� A. ITEMS SHALL BE NEW AN� SHALL BE INSTALLED ONLY IF W FIRS7-QA55 CONDITION. B. IEEE QNSTITUTE OF ELECTRICAL AND ELECTR�NICS ENGINEERS) PAIMED TO MALCH ORIGINAL SURFACE. B. SUBSTITUTIONS FOR MATERIAL WILL BE PERAIITfED ONLY BY WRITTEN APPROVAL OF iHE T-MOBILE C. NEC NATIONAL ELECiRICAL CODE, latest edi�ion 3.2 E%AMINAiION. CONSTRUCTION SUPERVISOR. � � A ExAMME AREAS AND CONDIilONS UNDER WHICH ELECTRICAL GROUNDING AND BONDING �� D. NEMA (NAiIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) CONNECilONS ARE TO BE MADE AND NOTIFY T-A1081LE CONSTRUCiION SUPERVISOR IN WRITING 2.2 MATERIALS: iHE CONTRACTOR SHALL PROVIDE ALL AIAiERIAL EXCEPL AS SPECIFlED IN iHE CONTRACT E. NESC (NAiIONAL ELECTRICAL SAFE7Y CO�E), latesl edition OF CONDITIONS DEiRIMENTAL TO PROPER COMPLEiION OF WORK. DO NOT PROCEED WITH II DOCUMENiS. ALl MATERIHL SHALL BE APPROVEO AND LISTE� BY DR BEAR THE U.L lA6EL, AN� WILL COMPLY F. OSHA (DCCUPATIONAL SAfEIY AN� HEALiH ADMINISTRATION) WORK UNTIL UNSATISFACiORY CDNDITIONS HAVE WITH ANSI, IEEE AN� NEMA STANDAR�S WHERE APPLICABLE � A. CONOUIiS: G. U.L (UNDERWRRERS LABORATORIES) B. THE CONTRACTOR SHALL NOTIFY THE T-MOBILE CONSTRUCTI�N SUPERVISOR 24 HOURS 1. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, 9ZE� AS SHOWN ON THE CONSiRUCiION H. Applicoble Locol Cotles and Ortlinances PRIOR TD TRENCH BACK FILL ALL WORK DONE BELOW FINISHED GRADE SHALL BE 6 ��. DRAWINGS. PART II: PRODUCTS �NSPECTEO 6Y THE AERWL CON57RUCTION SUPERVISOR DURMG THAi PERIOD OR iHE - 2. ALL E%iERIDR ABOVECROUND CONDUIi SHALL BE PER LOCAL CODE REQUIREMENTS. 2.1 MATERIALS: E%CEPL AS OTHERWISE INDICATED, PROVIDE ELECiRICAL GROUNDING ANO CDNTRACTDR SHALL PROCEED. z 3. ALL INTERIOR CON�UIi SHPLL BE EMT WITH COMPRE590N-iYPE FImNGS. BONDING SYSTEMS INDICATED: WIiH ASSEIABLY OF MATERIAL, INCLUDING, BUL NOL UMITED T0. GROUNDING 3.3 GRDUND LESTWG a' `` 4. LIQUID-TIGHT FLEXIBLE METAILIC CON�UIi SHALL BE USEO FOR OUiD00R LCCATIONS WHERE FLEXIBLE ELECiRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FDR A COMPLETE MSTALIAiION. A. THE CDNTRACTOR SHALL TEST THE GROUND ELECTRODE RDD RESISTANCE IN ACCORDANCE ��g CONNECTION I$ REQUIRED. 'NHERF M�RE THAN ONE /YPE COMPONENT PRODUCT MEEiS INDICAiED REQUIREIAENTS, SELECTION IS WITH iHE MEiHODS OF MFASUREMEM SHOWN IN THE FALL OF P�iENiIAL METHOD. B. CABLES: CONDUCTORS FOR CENERAL WIRING SHALL BE NEC STANOARO ANNEALE� COPPER WIRE WIiH INSiALLER'S OPTION. WHERE MATERIALS OR COMPONENTS ARE NOi IN�ICATED, PRONDE PRODUCTS WHICH B. TEST MSTRUMENTS SHALL OPERATE AT A FREOUENCY OiHER TH4N 60 HERiZ ANO SHALL NEC 600 VOLT INSUTAiION. � COMPLY WRH NEC, U.L AND IEEE REQUIREMENTS AND WIiH ESiABLISHED INDUSTRY STAN�ARDS FOR COMAIN SiRAY CURRENi AND DC FlLTERS, FAULT CURRENT PROLECTION AND HAVE SENSIiIVIN 1. �8 AND IARGER-STRANDED ttPE, iNHN OR THWN THOSE APPLICALIONS INDICAiED. 10 OPERAiE A LOW SICNAL STRENGTH. w? 2. 10 AND SIAALLER-SOLID ttPE THNN OR iNWN C. PRIOR TO TESiING, THE CONTRACTOR SHAIL DE-ENERGIZE ALL POWER SOURCES, y = s�� N DISCONNECT iHE ELECTRODE C�NDUCiOR FROM iHE GROUND R�D, WEAR HIGH VOLTAGE p o p o� J. C�NDUCTORS IN CONDUIT IN OR A�JACENT TO HIGH HEAT SOURCE SNALL BE IYPE XHHW A. GROUNDING RUBBER SAFEiY GLWES AND WILL NOT HANDLE 1EST INSTRUMENTS IF AT ALL POSSIBLE. p V o 4. CDNDUCTORS IN CONDUITS ABOVE ROOF, ON TOP OF ROOF OR INSIDE BUILi-UP ROOFMG MAiERIAL 1, THE EqUIPMENT SHALL BE GROUNDED AS FOILOWS, AS SHOWN ON THE DRAWINCS AND IN D. CROUND TESiS ARE TO BE PERFORMED BY qUALIFlEO PERSONS FAMILIAR WITH THE p�� SHALL BE iVPE XHHW COMPLIANCE WIiH NEC ARTICLE 250 AND STATE AND LOCAL CODES. CONSTRl1CTI0N AN� OPERAiION OF THE EOUIPMENT AND THE NAZAROS INVO�VED. C. CONVENIENCE DUiLET: UNLESS NOTEO OTHERWISE, SURFACE-MOUNiED OUTLEiS FOR EXTERIOR 2. GROUND RODS AND QUANiItt SHOWN �N THE DRAWINCS ARE DIACRAMMATIG 7HE CONiRACiOR E. AN INDEPENDENT, APPRDVED OUTSIDE FIRM SHALL PERF�RM THE GROUND TEST AS LOCATIONS SHALL BE FERALOY, CAD/ZINC ELECTROPIATED WIiH THREAOED HUBS OR CDN�UIi ENTRANCES DRILLED SHALL PERFORM A GROUND-RE56TANCE-TO-EARTH TESi. SHDULD THE INSTALlATION HAVE A RESISTANCE OUiLINED. ALL TEST RESULTS SHALL BE FORWAROE� TO THE T-MOBILE CONSiRUCTION - AND TAPPEO. ALL C�VERS SHALL BE SELF-CLOSING AND GASKEiED. SURFACE IAOUNTED OUTLET$ FOR INTERIOR OF 5 OHMS OR IAORE, CONTRACiOR SHALL WSTALL MORE CROUND R005 AS NECESSARY SO THAT THE SUPERVISOR FOR APPROVAL. LOCATIONS SHALL BE GALVANIZED, PRESSED SiEEI WITH COVER 7UTE, SIERRA PLASTIC SiYLE, IVORY COLOR. OVERALL CROUND-TO-EARTH RE5157ANCE IS LESS THAN 5 OHMS. END OF GROUN�ING SPECIFICA7IDNS �. COAXIAL CABLE SUPPORiS 1. ALL WAVE GUIDE SUPPORiS SHALL BE IAANUFACTURED i0 MEET PLL COAX 3. INSTALL ELECTRICAL GROUNDINC AND BONDING SYSTEMS AS IN�ICATED, IN ACCDRDANCE WITH MINIMUM BEN�ING REQUIREMENLS WAVE CUIDES, AND 81587 FOR 6 WAVE CUIDES. SUPPORTS SHALL BE PROVIDED MANUFACiURER'S INSiRUCiIONS, NEC'S ° STANDARD OF INSTALlATION, AND IN ACCORDANCE WILH 3'-0" DN CEMERS. RECOGNIZED INDUSTRY PRACTICES i0 ENSURE THA7 PRODUCTS COMPLY WITH REQUIREMENTS. CIOSE OUT DOCUMENTATION a. COORDINATE WITH OTHER ELECTRICAL WORK AS NECESSARY 10 IMERFACE INSTALIAiION OF PART III: EHECUTION ELECTRIGAL GROUNOING AN� BONDMG SYSiEMS- �` CLOSEOUT BOOK CONiA1NING THE FOLLOWMC 3.1 PREPARATION 5. INSTALL CROUND CONDUCTORS A MINIMUM OF S6 INCHES BELOW FINISHED GRADE WHICH ENCIRCIES A. BEFORE IAYING OUT WORK, ExERCISE PROPER PRECAUTION TO VERIFY EACH AIEASUREMENT. iHE TOWER AND EQUIPIAENT AND ARE CONNECiED TO EACH DRNEN GR�UN� ROD. CROUND iRENCH 7. AS BUILT DESIGN DRAWMGS B. USE EXTREME CAUTIDN BEFORE EXCAVATING IN EXISiING AREAS TO LOCATE EXISTWG UNDERGROUND SHALL BE AT LEAST 24 INCHES AWAY FftOM FDUNDAilONS. A� QO7 � 9B SERVICES. 6. iIGHTEN GROUNDING AND BONDING CONNECTORS, MCLU�ING SCREWS AND BOLTS, IN ACCORDANCE 2 SWEEP TEST RESULiS 32 INSPECTION WITH MANUFACTURER�S PUBLISHED i�RpUE TIGHiENINC VALUE FDR CONNECTORS AN� BOLTS. WHERE A. A VISUAL CHECK OF ELECTRICAL AN� iELEPHDNE CABLES, CONDUITS AND OTHER ITEMS SHALL BE MA�E MANUFACiURER�S TORQUING REQUIREMENTS ARE NOT IN�ICATE�, TIGHTEN CONNECTIONS TO COMPLY WITH 3. ftESIS�NELY TEST BY AN T-MOBILE CONSiRt1C110N SUPERVISOR BEFORE TNESE ITEMS ARE PERMANENTLY INSTALLED. TIGHTENING 10RQUE VAWE SPECIFIED IN U.L 486A T� ASSURE PERMANENT AN� EfFECTIVE GROUNDING. q, pH0i0 OOCUMENiATION OF' CITY OF APPLE B. THE CONTRACT�R SHALL N�TIfY THE i-MOBILE CONSTRUCTIDN SUPERV-TEMPIATES & 7. APPLY CDRROSION-RESISTANi FINISH (NO-OH) TD FlEL�-CONNECilONS, AT COPPER GRDUND BARS ' PROTOttPES/OLO-HOLD-2/OLD-BUT-HOID/HAROLD WILBURN CUftRENT.dwgPK ��ISDR 24 HOURS PRIOR 70 AN� PUCES WHERE FACT�RY APPIJED PRO7ECTIVE COATING HAVE BEEN DESTR�YE�, WHICH-TEMPlAiES & - UNDERGROUNO CON�UIiS AND GROUND RING VALLEY TRENCH BACK FILL PROTDiYPES/DLD-HOL�-2/OLD-9Vi-HOLD/HAROLD WILBURN CURRENT.dwgPK�tl ARE SUBJECTED TO - qMENNA, COA%IA�, JUMPER ATfACHMENTS AND CROUND KIT ATfACHMENTS CORROSIVE AND/OR 0%IDAiION PROCESS. - ANiENNA DOWN iILT MFASUREMENT USING AN INCLINOMEiER ON THE BACK PIANE S.3 INSTALNTION � 8. ON EX6iING IATiICE TOWERS, WATER TOWERS AND ROOF TOPS WHEN A NEW CRDUNDINC SYSTEM IS OF iHE AMENNA A. TRENCHING, BACK FILLING, BEDDING ANO COMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIDNS. INSiALLED, THE CONTRACTOR SHALL TIE THE NEW GRDUND SYSTEM TO THE EXISiING WAiER TOWER, - GROUND BAR ATfACHMEMS 8350 160TH STREET B. �IG TRENCHES TO THE REOUIRED DEPTH AS SHOWN ON THE DRAWINGS WITHOUt POCKEfS OR DIPS. IATTICE TOWER STRUCiURAL STEEL OR BUILDING SiRUCNRAL STEEL AS THE CASE MAY BE AT LFAST AT APPLE VALLEV, MN 55124 REMDVE URGE STONES FROM THE BOTTOM OF THE TRENCH AND FIRMLY TAMP LDOSE FIIL IN THE BOTTOM DNE LOCAiI�N SO iHAT THEY ARE AT THE SAME POTENTIAL 5. SIGNED OFF PERMIT CAR�S BEFDRE CONDUIT IS LAID. � B. GROUN� RODS � C. INSTALL UN�ERGROUNO CONDUIT WITH A MINIMUAI 3-INCH TO 100-FOOT SLOPE OR TO A SIOPE SHOWN i, GROUND RODS SHALL BE 5/8" DIAAIEiER 8'-0" LONC, COPPER CIAD ORIVEN R00(5). 6. CERTIFICATE OF OCCUPANCY ON THE DRAWINCS 2. GROUND R0�(S) SHALL BE LOCAiED AT THE PERIMETER OF EOUIPMEM AS TO CREATE A GRDUND ' D. UNLESS SHOWN DTHERWISE ON THE DRAWINGS, TERMINATE AND CAP ALL SNB-UPS 12 INCHES ABOVE RING AS SHOWN ON iHE �RAWINGS. 7. RETURN OF KEYS AND�OR ACCESS AUiHORIZATION FlNISHED GRADE ELEVAiIDN. - E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANRED RIGID SiEEL CONDUITS IN ALL CASES, 3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACING �F 8'-0" AND A MA%IMUM SPACINC OF g, ORICINAL BUILDING PERMIi ExTENDING 5 fEET BEYOND LNE EDGE OF THE ROAO BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET 10'-0". - BELDW ROADWAY GRADE 4. GROUN� R005 SHELL BE BURIED BELOW THE FR057LME. AT NO TIME SHALL THIS �EPiH BE LESS . F. MARK UNDERGROUND CONDUITS WITH A 6-INCH WI�E RE� POLYETHYLENE iAPE BURIED 6 INCHES UNDER THAN 78" BELOW FINISHED GRADE. THE SURFACE DIRECiLY WER iHE CONDUIiS. MARK THE 7APE iHUS: CAUTION-BURIED ELECTRICAL CABLE 5. GROUND RODS WHICH CANNOi BE DRNEN STRAIGHT OOWN THE ENTIRE (10) FEEf, SHALL BE DRIVEN s C. FOR SEALING CDNDUIiS, USE ONLY NONTHERMOPIASTIC COMPOUNDS SUCH !S J.M. �U%SEAL, OR AN p7 qN ANGLE NOi GRATER THAN 45 DEGREES (NEC 250-83 AND 250-84). GENERAL NOTES APPROVED SUBSiITUTE. iNE COMPOUND SHALL HAVE NO EFFECT ON RUBBER OR RU86ER-LIKE INSUlATIONS, 6. GRDUND ROD LOCATIONS SHALL BE NOTED ON THE AS-BUIU DRPWING COMPLETE WITH DIMENSIDNS. LEAD, AWMINUM OR FERROUS ALLOYS; li $HALL BE MSOWBLE IN WATER AN� WIiHSTAND MAXIA�UM iEMPERATURE 7, PROVIDE GROUND TEST WELLS AS SHOWN ON THE CONSiRUCTION DRAWMGS. RANGES DG THE LDCALItt. H. COA%IAL - REFER 70 NDKIA AMENNA AND COA%IAL CABLE INSUfATION PROCEDURES � sHee.uuiunea I. ANTENNA - REFER i0 NOKIA AMENNA AN� COAXIAL CABLE INSULAiION PROCEDURES. J. lNA/MHA - REFER 70 NOKIA ANTENNA AND COAXIAL CABLE INSULATION PROCEDURES. END OF ELECTRICAL SPEGFICATIONS N� Krech Ojard & Associ�tes J08 TITLE C11y Of Rppl@ V8N@j/ 101 Pumam St. Eau Claire, WI JOB N0. 122176 SHEET NO. 715-552-7374 CALCULATED BY SMB DATE CHECKED BY ��,�,� DATE �-(6°l 2 STRUCTURAL CALCULATIONS FOR City of Apple Valley �� (�1 � � � ° 1 � Apple Valley, MN 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARfiD BY MS OR UNDER MY DIRECT SUP6RVISION AND THAT I AM A DULY LICENSED Ls1VC;INELR UNi7ERTHELAWS OF THE STATE OF ht 1�N [:S1)TA. �; EtJAN M. BCRGLUI'�D Stt}NAT'URE: _ ��,.��d{� DATH: $�t6 � �.��- REC3.No: 4Fifi9 Krech Ojard 8� Associates Job Title: Gity of Apple Valley (A1 Q0719B) 101 Putnam St. KOA Job Number. 122176 Eau Claire, WI Date: 8-14-'!2 79 5-552-7374 CALCULATION SUMMARY The existing antenna mounts at City of Apple Valley WT have been analyzed for the proposed new loadings. See structrual drawings for any modifications to the existing antenna maunts including, but not iimited to, the antenna mounting pipe sizes and lengths. The existing and proposed mounts found on the structural drawings and within the foilowing calculations are sufficient to carry the new antenna loads. The water tower overturning resis#ance was not evaluated for wind loads since there was a negligible change in wind load surface area and due to the unavailability of information ta perform an adequate analysis. However, based on previous analysis on similar tanks, the increase in overtuming an the tank is typically beiween 0.3% and 1.0% and is assumed to be adequate for this negligible additional loading. DESIGN LOAD SUMMARY: Wind Laad = 90 MPH, Exp. C Ice Load = 3/4" radial ice Maximum Antenna & Mount Weight {Including ice) = 222 Ibs The werc�ht listed abave does not include the weight of any surge surpressors, TMA's or RRH units that may be mounted on the same antenna mounting pipe. Antenna RAD = 50 feet Krech Ojard & Associates �OB TITLE City of Apple Valley 101 Putnam St. Eau Claire, WT JOB NO. 122176 SHEET NO. 715-552-7374 CALCULATED BY SMB DATE CHECKED BY DATE ww�v.struware.COm Code Search COdB: International Building Code 2006 Occupancy: Occupancy Group = S Storage Occupancy Category & Importance Factors: Occupancy Category = II Wind factor = 1.00 Snow factor = 1.00 Seismic factor = 1.00 Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (8) 0.00/12 0.0 deg Building length (L) 80.0 ft Least width (B) 80.0 ft Mean Roof Ht (h) 60.0 ft Parapet ht above grd 60,0 ft Minimum parapet ht O.Q ft Live Loads: Roof 0 to 200 sf 20 psf 200 to b00 sf 24 - 0.02Area, but not less than 12 psf over G00 sf: 12 psf Awnings and canopys 5 psf Fioor Typical Floor 50 psf Conidors above first floor RO psf Lobbies & first floor corridors 100 psf Mechanical Stairs & Exitways 100 psf Balcony / Deck 100 psf Partitions 15 psf Krech Ojard & Associates ,108 T�TLE City of Apple Valley 101 Pumam St. Eau Claire, WI JOB N0. 122176 3HEET NO. --. ._ .. _ 715-552-7374 CALCULATED BY SMB DATE CHEGKED BY DATE Wind Loads • Importance Pactor 1.00 Basic Wind speed 90 mph Directionality (I�d) 0.$5 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Kh case 1 1.137 Kh case 2 LI37 I Type of roof Monoslope �� SPeed•�r Topographic Factor (Kzt� '��2� �up+rrindl �� x(dowrw�nd) Topography Flat •—;.,; :>a �, „ , Hill Height (H) 80A ft r �� !,h H Half Hill Length (Lh) 100.0 ft �{�� Actual HJLh = 0.80 . ,�.5 , , ,. , ., h ` Use i-Ul,h = p•5� ESCARRMENT Modified Lh = 160.0 $ From top of crest: x= 50.0 ft Bldg upldown wind? downwind V(Z} z �peed•up H/Lh= 0.50 K = O.Q00 1!{z� x(upwindj _` x(downwind) xlLh = 0.3 f K = 0.792 --►� �,_ z/Lh = 0.3 $ K = 1.000 � v' H/2 H At Mean Roof Ht: � LI� -}-�J� � Kzt = {1+K�K = 1.00 �. . .. , �° •'� � . 2D RIDGE or 3D AXISYMMETRIC�iL HILL Gust Effeet Faetor Flexible strueture if natural frequency < 1 Hz (T > 1 second). h= 60.0 ft However, if building htB < 4 then probably rigid strueture (rule of thumb). $— g�•� � h/B = 0.75 fiherefore, probably rigid structure !z (0.6h) = 36.0 ft G= 0.85 Using rigid structure default Rigid Structure Ftexible or Dvnamicallv Sensitive Structure /E = 0.20 Natural Frequency (n�) = 0.0 Hz 1= 500 ft Damping ratio ((i) = 0 z,,, ° 15 ft /b = 0.65 c = 0.20 /a = 0.15 gQ, g� = 3.4 Vz = 87.0 L 50$.8 ft N 0,00 Q = 0.88 R = 0.000 I = 0.20 R = 28.282 �1= 0.000 h= b0.0 ft G= 0.87 use G= 0.85 R = 28.282 n= O.U00 R = 28.282 �l = 0.000 g = 0.000 R = 0.000 G = 0.000 Krech Ojard & Associates JOB TITI.E Ciiy of App[e Valley 101 Putnam St - . __-- _ _._ Eau Claire, WI JOB NO. 122176 SHEET NO. ?15-552-7374 CALCULATED BY SMB DATE CHECKED BY DATE Enclosure Classificatian Test for Enclosed Buildinq: A building that does not qualify as open or partially enclosed. Test for Open Buildln+�: All walls are at least 80% open. Ao >_ 0.8Ag Test for Partiailv Enclosed Buildina: In ut Test Ao 0.0 sf Ao z 1.lAoi YES Ag 0.0 sf Ao > 4' / O.OIAg NO Aoi 0.0 sf Aoi ! Agi 5 0.2Q NO Building is NOT Partially Enclosed. Agi 0.0 sf Condirions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >=1.lAoi Ao > smaller of 4' or 0.01 Ag Aoi 1 Agi <= 0.20 Where: Ao = the total area of �penings in a wall that receives positive externai pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sutn of the areas of openings in the building envelope (walls and roo fl not including Ao. Agi = the sum of the gross surface areas of the building envelape (walls and roo� not ineluding Ag. Reduatian Factor for lars�e volume partiallv enclosed buildinas (RI) : If the partially enclosed building contains a single room thaz is unpartitioned , the internai pressure cnefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings {Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri = 1.00 A(titude adiustment to constant 0.00256 : Altitude = 0 feet Average Air Density = 0.0765 Ibmlft' Constant = 0.00256 Krech Ojard & Associates doeTiTLE CityofApple Valley 101 Putnam St. Eau Claire, WI JOB N0. 122176 SHEET NO. ?15-$52-7374 CALCULATED BY SMB D0.7E _ __ _- _ __-_,. CHECKED BY DATE Wind Loads - MWFRS all h(Enclosed/partiallv enclosed onlvl Kh (case 2) = 1.14 h= 60.0 ft GCpi = +l-0.18 Base pressure {q�J = 20.0 psf ridge ht = 60.0 sf G= 0.85 Roof Angle = 0.0 deg L= 80.0 8 qi = qh Roof tributaty area -{h12)*L: 2400 sf B= 80.0 ft (h/2)*B: 2400 sf Surface Pressures (psfj Wind Normal to Itidge (pafj Wind Parallel to Ridge (psfj B/L = 1.00 h/L = 0.75 L/B = 1.00 hIL = 0.75 Surface Cp qeGC w/+q w1-g Dist.* Cp C]hC7C w/+q �'�'� Windward Wail {VVVV) 0.80 13.6 see table below 0.80 13.b see table below Leeward Wall (LV� -0,50 -8.5 -12.1 -4.9 -0.50 -8.5 -12.1 -4.9 Side Wall (SV� -0.70 -11.9 -15.5 -83 -0.70 -11,9 -15.5 -8.3 Leeward Roof (I.K) *• included in windward roof Windward Roof 0 to h/2� -0.97 -16,5 -20.1 -12.9 0 to h(2* -0.97 -16.5 -20.1 -12.9 li/2 to h* -O.RO -13.6 -17.2 -10.0 h/2 to h* -0.80 -13.6 -17.2 -10.0 hto2h* -0.60 -10.22 -13.82 -6.b1 hto2h* -0.60 -10.2 -13.8 -6.6 **Roof angle < 10 degrees. Therefore, leeward roof *Horizantal distance from windward edge is included in windward roof pressure zones. For monoslope r�fs, entire roof surface is either windwazd or leeward surface. Windward Wail Pressures at "z" s Combined WW +LW Windward Wall Normal Parailel LR z Kz Kzt q w/+q;GC wt-c�,GC to Ridge to Ridge �t�R 0 to 15' 0.85 1.00 10.2 psf 6.6 psf 13.8 psf 18.7 psf 18.7 psf s�, 20.0 R 0.40 1.00 10.8 7.2 14.4 19.3 19.3 ��, � 25.0 ft 0.95 1.00 11.3 7.7 14.9 19.8 19,8 �`'^.. 30.0 ft Q.98 1.00 11.8 8.2 15.4 20.3 20.3 �'' `►.ww' 40.0 ft 1.04 1.00 12.5 8.9 161 21A 21.0 Su' 50.0 8 1.09 1.00 13.1 9.5 16.7 21.6 21.6 .� '`� h= 60.0 ft 1.14 1.00 13.6 10.0 17.2 22.1 22.1 vanm �sl17REC1TON '�J YJQiD NOFI�dAL 70 RIDGE � � � �WR Lt�,. '�`-` � �r �g W lyVW '`�.. �9 y �vum �pmscno 1VQ7D PARRl.LFS TO RIDGE Lt�J NOTE: �� See figure in ASCE7 for the application of fiill and partial laading }� of the above wind pressures. There are 4 different loading cases. � Para et -- Z_ �-f � � c�s� 60.0 ft 1.14 1.00 20.0 � "`� Windward parapet: 30.0 psf (GCpn =+1.5) Leewazd parapet: -20.0 psf (GCpn = -1,0) � naana:roQ� xsm�u.u�ntnna�m Krech Ojard & Associates JOB TITL@ City ofAppie Valtey io1 r�ma►� st. Eau Claire, WI JOB NO, 122176 SHEET NO. 715-552-7374 CALCULATED BY SMB DATE CHECKED BY DATE Wind Loads - Other Structures: Importance Factor = 1.00 Gust Effect FacWr (G) = 0.85 Wind Speed 90 mph Kzt = 1.00 Exposure C A Solid Freestanding Walls & Solid SfensL ooen siens with less than 30% ooen) s/h = 0.12 C�se A& B Dist to sign top (h) 50.0 ft B!s = 0.16 C = 1.87 Aeight {s) 6.2 $ Lr/s = 0.08 F= qz G Cf As = 30.6 As Width (B) 1.0 ft Kz = 1.094 As = 6.2 sf Wall Return (Lr) = 0.5 ft qz = 19.3 psf F= 190 lbs Directionality (K� Q.85 Percent of open area Open reducrion CaseC to goss area 0.0% factor = 1.00 Horiz dist from windward edEe Cf F=qzGCfAs frosfl Case C reduction facto�rs 0 to s 2.19 35.9 AS Factor if s/h>0.8 = 1.00 s to 2s 1.50 24.6 As Wall return factor forCfatOtos= 0.97 B, Ooen Siens & LatNce Frameworks foaenin¢s 30% or more of eross areal Height to centroid of Af (z) 15.0 ft Kz = 0.&49 Base pressure (qz) = 15.0 psf Width (zero if round) 2.0 ft Either width or diameter must be zero Diameter (zero if rect) 2.0 ft D(qz)^.5 = 7.74 F= q� G C = 0.0 Af Percent of apen area e= 0.65 Solid Area: A� = 1fl.0 sf to gross area 35.0% C = 0 F= 0 lbs Directionality {Kd) 0.85 C. C6Imneys. Tanks & Similar Structures Height to centroid of Af (z) 15.0 ft Kz = 0.849 Cross-Section Square Base pressure {qz) = l5.$ psf Direotionality (Kd} 0.90 h/D = 15.00 Heigh# {h) 15.0 ft Width (D) 1.0 ft Type of Surface NiA Sguare (wind along diagonal) Square (wind normal to face� Cf = 1.28 C = 1.67 F= qz G Cf Af = 17.2 Af F= q G C A = 22.4 Af Af = sf A = 10.0 sf F= 0 lbs F= 224 lbs D. Trussed Towers Height to centroid of Af (z) 15.0 ft Kz = 0.849 E= 0.27 Base pressure (qz) = 17.6 psf Tower Cross Section square Member Shape flat Diagonal wind factor = 1.2 Directionality (Kd) 1.00 Round member factor = 1.000 Square (wind alon@ tower diagonalj 3l�a�re (wind normal to face) Cf = 3.24 C = 2.70 F=qzGCfAf = 48.5 Af F=c�GCfAf = 40 .4 Af Solid Area: Af = 10.0 sf Solid Area: A = 10.0 sf F= 485 lbs F= 404 lbs Krech Ojard & Assoaates Job Title: City ofApple Valley (A1Q0719B) 101 Putnam St. KOA Job Number: 122176 Eau Claire, WI Date: 8-14-12 715-552-7374 ANTENNA LOADS 1. Antenna Model # Andrew TMBXX-6517 A2M Dimensions : h� := 74.9in w := 12in d1 := 6.5in RAD� ;= 50 ft Ice load : t� := 4in i� := 1.0 K := 1.0 D := w� + d� = 3.137ft FtAD� .1 fz1 � C 33 ) =1.042 td� := C 2.0 • t� • �� • fz� • �Kzt� , 1] =1.564 � in A : 3.14 • td1 '��c1 �" td1 = 0.519ft W�� = 56 � 3 •{Ai�� ' h En = 181.281b ft 12— Load Summarv: � ice Load, 1Ni� = 181.281b Self Weight =40.8 Ibs Wind Load on face of Antenna = 190 Ibs Wind Load on side of Antenna = 100 Ibs Wind on ice (Perp. toAntenna Face) = 45 Ibs TOWER MOUN7ED AMPLIFIER: 2. One Base AWS TMA #ETW200VS12UB Dimensions : h� := 6.3in w := 8.3in d := 3.1 in RAD ;= 50 ft Ice load : t4 := 4 in i� := 1.0 K Ztq := 1.0 D� := w + dq = 0.565ft rRADq .1 f . I 33 � =1.042 t :_ [2,0 • t4 ' �4 � fZa • �KZt4�.35 . �1= 1.564 • in ` J A 3.14 • t �D + t } = 0.293ft W 56 �� • �A• � • h4 = 8.6061b i4 �- d4 ' c4 d4 i '�' ft 3 � 111 12— Laad Summarv: ft Ice Load, Wi = 8.6061b Self Weight =11 Ibs Wind on Ice (Perp. to Antenna Face) _ 'f 0 ibs Krech Ojard & Associates 101 Putnam St. Eau Claire, WI 715-552-7374 FIBER MANAGEMENT JUNCTtON BOX: 3. DC4�F8-60-8-20E-00 Dimensions : hB := 13.5in w := 13.2in d := 6.4in RAD6 ;= 50 ft Ice load : t := .75in I := 1.0 K := 1.0 D� := w + d6 = 1.222ft RAD f � 33 J = 1.042 t� 2.0 • ts •�s' fz6' �Kzts� ° 0.13ft A� 3.94 • t tD +# �= 0.553ft W 56 �b •�A• � hs = 34.871b �s = ds � cs ds �s �= ft 3 i6 ' in 12— ft Load Summarv: Ice Laad, W� - 34,g71b Self Weight =131bs Wind Load on face of Antenna = 45 Ibs 4. RF MOQULE Dimensions : h� := 15.6in w� := 17.6in d� = 5.2in RAD� := 50 ft Ice load : t :_ .75in 1 := 1.0 K := 1.0 D := w� + d� =1.529ft RAD7 .1 f � 33 � _ '1.042 td 2.0 � t�' �� ' fz�' �Kzt��.35 _ 0.13ft Ai� := 3.94 • td� •�D + td�} = 0.679ft W;� := 56 ft3 •�A • h i = 49.4351b 92— Load Summarv: ft Ice Load, Wi� = 49.4351b Self Weight = 55.1 Ibs {MAXIMUM} Wind Load Perpendicular to Antenna face = 65'Ibs Krech Ojard & Associates 101 Putnam St. Eau Claire, WI 715-552-7374 5. One Base PCS 7win Dual TMA #ETW190VS12UB Dimensions : h := 10.2in w� := 6.7in d := 3.7in RAD := 50 ft Ice load : t :_ .75in I� := 1.0 KZtS:= 1.0 D� :_ � + d = 0.638ft RADS .1 � fze �= ( 33 ) = 1.042 td� := 2.O • #5 • 15 • f� • �Kzt5 _ 0.13ft � 2 Ib h$ Ai� := 3.14 • td5 •� DcS �' td5 = 0.314ft Wi := 56— • tA • = 14.96)b � ft 12 �n ft Load Summarv: � ice Load, W - 14.961b ; i Seif Weight =14.6 Ibs , i I ; i i � � ; ! i f i � i ! 1 j j i � a ; i I , i i i I Ste�� B@�m ENERCALC, INC.1983-2011, Bui�:6.12,42d, Ver.6,124.2d �.�� . . - . DesC�iption : Appie Valley Antenna Mounting Pipe M1t2C181 P1'Opel#i@S Calculations perAISC 360-05, ASCE 7•D5 Analysls Method : Allowable Stress Design Fy ; Steel Yield : 36.0 ksi Beam Bracing : Completely Unbraced E: Modulus : 29,000.0 ksi 8ending Axis ; Major A�s Bending Load Combination �006 IBC & ASCE 7-05 � w 01) _ w{0.�} �. � _;;, , . Span =1.0 ft Span = 4.0 ft Span = 2.4 ft Pipe2 Std Pipe2 Std Pipe2 Std Applled LOadS Service (oads enfered. Load Factors wilf be applied for calculations. Load{s) for Span Number 2 Point Load : W= 0.10 k(a� 1.0 ft Load{s) fw Span Number 3 Point Load : W= 0.10 k(c� 2.0 ft DES IGNSUMMAR Y ' . • . • Maximum Bending Stress Ratio = 0.956 : 1�� Maximum Shear Stress Ratio = � 0.015 : 1 Section used for this span PIpe2 Std Sectlon used for this span Pipe2 Std Mu : Appiied 0200 k-ft Vu : Applied 0.10 k Mn / Omega : Aliowable 1.281 k-ft Vn/0mega : Allowable 6.467 k Load Combination +D+W+H Load Combination +D+W+H Location of ma�cimum on span 4,OOOft LocaBon of maximum on span 4,000 ft � Span # where maximum occurs Span # 2 Span # where maximum ocxurs Span # 2 i Maximum Deflection Max Downward L+Lr+S Deflectfon 0.000 in Ratio = 0<366 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0<38Q Max Downward Total Deflection 0.064 in Ratio = 750 Max Upward Totai Deflection -0.012 in Ratio = 4Q3� � - - - --- 'Ma}cimum Forces & Stresses for Load Combinations Load Cornbination Max Stress Ratios Summary of Moment Values Sum of Shear Values -- Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx MnxlOrr�ga Cb Rm Va Max Vnx Vrix/Omega +D+W+H Dsgn. L= 1.00 ft 1 0.004 2.14 1.28 1.00 1.00 0.03 10.80 6.47 Dsgn. L= 4.00 ft 2 0.156 0.015 0.02 -0.20 0.20 2.14 1.28 2.15 1.00 0.10 10.80 6.47 Dsgn. L= 2.00 ft 3 0.156 0.015 -0.20 0.20 2.1 d 1.28 1.00 1.00 0.10 10.80 6.47 +D+0,7501r�U.750Li0.750W+H Dsgn. L= 1.00 ft 1 0.003 2.14 1.28 1,00 1.00 0.02 10.80 6.47 Dsgn. l= 4.00 ft 2 0.117 Q.012 0.02 -0.15 0.15 2.14 128 2.15 1.� 0.08 10.80 6.47 Dsgn. L= 2.00 R 3 0.117 0.012 -0.15 0.15 2.14 1.28 1.00 1.00 0.08 10.80 6.47 +D+fl.750L�+0.750S�4.756W+li , Dsgn. L= 1.U0 ft 1 p.003 2.14 1.28 1.00 1.00 0.02 10.80 8.47 Dsgn. L= 4.00 ft 2 0.117 O.Q12 0.02 -0.95 0.15 2.94 1.28 2.15 1.00 0.08 10.60 6.47 Dsgn,L= 2.OQft 3 0,917 0.412 -0.15 0.15 2.14 1.28 1.00 1.06 0.08 10.80 8.47 +0.64D+W+H Dsgn. L= 1.00 ft 1 0.004 2.14 1.2$ 1.00 1,00 0.03 10.80 6.47 Dsgn. L= 4.Q0 ft 2 0.156 0.015 0,02 -020 0.20 2.14 1,28 2,15 1.OQ 0.10 10.80 6.47 Dsgn. L= 2.� ft 3 0.156 0.015 -0.20 0.20 2.14 1.28 1.00 1.00 0.10 70.80 6.47 Overall Ma�cimum Deflections - Unfactored Loads : Load Comb i n ation Span Ma�c. =" Daii LocaGon in Span Load Combination Max.'+^ Defl Location in Span 1 0.0000 D.000 0.0000 0.000 s a.oaoo o.000 o.0000 o.000 3 0.0000 0.000 0.0000 0.000 Verkical.Reactions - Unfactored Suppod notation : Par left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overa i MAXimum 0,025 0.175 _ S#eel Beam ' _ _ _ i.�� ' ENERCALC, INC.1983-2011, Buikl:6.12424, Ver;6,12.424 . � . - DeSCfiption : Apple Valley Antenna Mounting Pipe Verticai Reactions =. Unfactored support notaaon : Far left Is #1 Values in KIPS Laad Corr�ination Suppori 1 Support 2 Suppod 3 Support 4 W Only 25 7 i Krech Ajard & Associates Job Titie: City of Apple Valley {A1Q0718B) ; 101 Putnam St. Eau Claire, WI KOA Job Number: 122176 715-552-7374 Date: 8-14-12 �xls ' `� ANTENNA UNT Shape = W6x15 bf ='5:99 in ' d :- 6 in tw :- i32 in X tf := :26 in x := d = 6 in A � Separation , �:- 4 ft Qepth , D := 6 in W-SHAPE Stud Size diain :_ .375 in �. Stud Grade , Fny ;= 24 (ksi) �. z s Fnt = �46 (ksi) � W Vertical stud spacing , y;= 0 in � Horizontal stud spacing , Z;= 3 in Grade of Steel Beam, Fy;=;36 ksi Total Vertical Load (DL+Ice), pc- 327 ]bs Vertical load per mount, pv := p= 163.5 ]bs 2 Total Horizonal Load per mount (Wind}, ph'i= 50 lbs CHECK WEB OF BEAM SECTION Zx :_ ` � = 2.88 in2 4 iv� := Pv • X = 0.981 k— in 1000 Mnx := FY ' ZX = 62.084 k— in 1.67 Krech �jard & Associates Job Title: City of Apple Valley (A1 Q0719B) 101 Putnam St. Eau Claire, WI 715-552-7374 Zy = ` ' �� = 0.154 in2 4 My := Ph • X = 0.3 k— in 1000 Z Mny := Fy • y = 3.311 k— in 1.67 Biaxiai Bending Ratio=Mx/Mnx + My/Mny = Ratio :_ � M " 1+( M }= 0.106 �J �Mny1 BendingResult = I"Beam SufficienY' if Ratio < 1.0 , 1r . '�enc�ngR'�su�t'-�''Be�m:S�ifi��er��" :� "Failure" if Ratio > 1 A - : . CHECK STUDS Stud Shear Load PP 1000) k Pvx :_ = 0.082 — 2 bolt . � Ph 1000 k Pvy .= = 0.025 2 bolt Stud Shear Stress fvx :– P � = Q.741 ksi 3.14 . ldiam2� 4 P fvy :_ � = 0.226 ksi 3.14 • �diam2, 4 5 fvtotal :_ ��f� +�fvy = 0.774 ksi Fv := Fnv = 24 ksi ShearResult :_ �"Stud shear Sufficient" if Fv >_ fvtotal "Failure" if Fv < fvtatal �hearResutt ''S�ud s e�Y Sul�'ficient'� : r . .. _., .� nY.- ____ Job Title: City ofApple Valley{A1Q0719B) Krech Ojard & Assoaates 101 Putnam St. Eau Claire, WI 715-552-7374 Stud Tension Load k Ptx := D bolt M Y k Pty := 2 = 0.05 bolt Stud Tension Stresses ftx :_ � = 0 3.14 • `diam2� 4 P fly := ty = 0.453 3.14 • diam2) 4 fttotal:= ��fhc + �fty � - 0.453 ksi Ftl :_ �1.3 • Fnt� — r�2 , Fnt ��otal' = 56.831 ksi Ftfinai = Ftl if Ftl < Fnt = 46 ksi � Fnv � Fnt if Ftl > Fnt TensionResult :_ "Stud Tension SufficienY' if Ftfinal >_ fltotal "Failure" if Ftfinal < fttotal r TensTonRes�lt '�Sk�d T+e�ts�on Suff�ci�nt"�� Combined Stresses: 5 ftotal := �(fvx + ftx) + (fvy + fty) = 1.005 result := �"Combined Stress Sufficient" if ftotal 5 Fnv "Failure" if ftotal > Fnv reault "�ofibfietl �tr�ss �Sa#Fi�rer�l" . Use : W6x15x0'-6" w/ (2) 3/$" Diam Stud Welds (��;�s�i,�q �J Krech Qjard � Associates 101 Putnam St. Jab Title: City of Apple Valley (A1 Q0719B) . ; Eau Claire, WI KOA Job Number: 122176 79 5-552-7374 Date: 8-14-12 �� ANTENNA MOUNT Shape - W6x25 bf ;_:: 6.08 in d := 6.38 in tw :- :32 in x tf := :455 in � x := d = 6.38 in � Separation , �;= 4 ft wsHnPe Depth , D:= 6 in Stud Size dZ� ;_ ,375 in r ;, Stud Grade , Fnv:= 24 (ksi) � Fnt := 46 (ksi) � Vertical stud s acin � P 9 ,Y:= 3 in Horizontal stud spacing , Z:= 3 in Grade of Steel Beam, Fy:= 36 ksi Total Vertical Load (DL+Ice), p;- 327>8 Ibs Vertical load per mount, pv := P= 963.9 lbs 2 � Total Horizonal Load per mount (Wind), ph :=:5Q lbs � I CNECK WEB OF BEAM SECTION � r 21 j Zx :_ `�' � D �J - 2.88 in2 � 4 ` j Mx := Pv . x = 1.046 k - in 1000 Mnx := Fy •�� 62.084 k- in � 1.67 i i I i i ; Krech Ojard 8� Assoaa#es Job Titie: City ofiApple Valley (A7Q0719B) ' '{01 Putnam St. Eau Claire, WI 715-552-7374 r ( 21 Zy := ` `� �J = 0.154 in2 4 My:=Ph• X =0.319 ,k—in 1000 Mny := Fy • zY = 3.311 k— in 1.67 Biaxiaf Bending Ratio=MxlMnx + My/Mny = Ratio :_ �� 1+� M �= 0.113 Mnx J M„y BendingResult := I"Beam Sufficient" if Ratio < 1.0 ��Failure" if Ratio > 1.0 ,Be��ngRes�lt ''�eah1`�uf�cleJlt"' + CHECK STUDS Stud Shear Load Pv P ._ 1000� _ k vac . — 0.041 4 bolt Ph 1000) _ k Pvy := 4 — 0.013 bolt Stud Shear Stress � �= P � = 0.371 ksi 3.14. `diam2 4 P �'Y := � = 0,113 ksi 3.14. �diam2) 4 5 fvtotal := �(fvac +�fvy = 0.388 ksi Fv := Fnv = 24 ksi ShearResult :_ �"Stud shear Sufficient" if Fv z fvtotal "Failure" if Fv < fvtotal She�rRes��i "S��td s�e�r'-S��ie;nt" : Job Title: City ofApple Valley{A1Q0719B) Krech Ojard & Associates 109 Putnam Sf. Eau Claire, WI 715-552-7374 Sti rMx} — k Ptx :_ \ i _ 0.174 �lt 2 C z k Pt3' � 2 = O.Q53 bolt Stud Tension Stresses � :` Ptx ( =1.579 3.94. tdiam2) 4 �3' �= P � = 0.482 3.14 . diam2 4 � i fttotal = �lflx + tftY � = 1.651 ksi � � I I Ftl := {9.3 • Fnt� — rr2 , Fnt 1 �otall = 58.372 ksi Ftfinal:= Ftl if Ftl < Fnt = 46 ksi ! L� Fnv J Fnt if Ftl > Fnt TensionResult := ("Stud Tension Su�cienY' if FtfinaI _> fltotal "Failure" if Ftfinal < fltotal I i kTens�o�tR�sult — ��St�d T+�nsiDn SU�fiGient'� . , ! . �, �.e ,� _._ __ � i Combined Stresses: ; I � 2 Z 5 � ftotal :_ [(fvx + fl�c) + (fvy + fty) � = 2.039 � � result := I"Combined Stress Sufficient" if ftotal s Fnv ; "Failure" if ftotal > Fnv � re�ult ''C�ir�bir�e�=Stre�s 5ufficient'' ; i � � w . _ _.. �_ ; � Use : W6x25x0'-6" w/ f4) 3/8" Diam Stud Welds n�vJ I � � i � PROJECT NAME � ` - I�ESCRIPTION &assoaat�s,P.n. ENCaINEF KOA PROJEGT NO APPROVED DATE �na c.. _ � Ca��. (��- C�a� �s �ca� �� c�.a.: � = ��mov�. C �� e�r.r'�-�` �.� �� fir � ac� h b d c�.�1e� 4� r�s �� ---____ � , , : : � : . I : : : i : � � � : ; : __ � : � � , ; � , •�• •��• •��• • ��. City of App�e Va��ey MEMo � Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: FIRST AMENDMENT TO ANTENNA LEASE WITH OPTION AGREEMENT WITH T-MOBILE CENTRAL LLC - NORDIC RESERVOIR In 2008 an antenna lease agreement was approved with T-Mobile Central LLC for the installation of ground equipment and antenna on the Nordic Reservoir located at 13099 Foliage Avenue. The attached lease amendment is for the removal and replacement of nine antennas on the reservoir. The original lease agreement allows for modifications to brackets, co�, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. The draft plans are attached and the engineering review is pending. Recommended Action: Approve First Amendment to Antenna Lease with Option Agreement with T-Mobile Central LLC at Nordic Reservoir contingent upon Public Warks Depariment approval of final plans. CBJ:jcb Attachment c: Todd Blomstrom Site # A1Q0603A Market — Minnesota Landlord Site Name: Nordic AMENDMENT TO LEASE WITH OPTION AGREEMENT This Amendment to Lease Agreement ("Amendment") is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and T-Mobile Central LLC, a Delaware limited liability company ("Tenant"). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a Lease Agreement dated (including any priar amendments, the "Lease"), with respect to Premises located at 13099 Foliage Avenue, Apple Valley, Minnesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to modify and amend certain provisions of the Lease. AGREEMENT NOW, THEREFORE, in consideration of the facts set forth in the Recitals above, the mutual covenants and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledgea, the Parties hereby agree as follows: l. Installation of New Equipment. Effective as of August , 2012, Tenant is hereby allowed to remove, replace and install such additional equipment as specifically set forth on Exhibit A attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit A shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit A and in accordance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit A, Tenant shall not be allowed to make any other additions or replacements of any equipment or Antenna Facilities without Landlord's prior written consent. Nothing contained in this Amendment shall be deemed a waiver of any provision(s) in the Lease that requires Tenant to obtain Landlord's consent for any improvements or changes to Tenant's equipment in the future. 2. Construction Standards. All work to be performed by Tenant and its contractors, agents, and employees shall be done in a good and workmanlike manner and in accordance with the plans and specifications set forth on Exhibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit A without Landlord's prior written consent. Tenant shall pay for all work to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indemnify and hold harmless Landlord from any and all costs, charges, liens, suits, actions, and expenses including but not limited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities or any other equipment of Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible for all reasonable costs of Landlord's inspection, installation, project management costs, review fees, staff time, and any and all other fees and expenses incurred by Landlord in reviewing and approving Tenant's application for this Amendment of the Lease. All such fees shall include all attorneys' fees, staff and administrative review time and third party cansultant fees and expenses all of which shall be at the expense of Tenant. All such fees and invoices must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the same. Any invoices or other sums owed to Landlord, under tk�e Lease or this Amendment, which are not paid by Tenant within thirty (30) days after such sums become due and owing sha1L• (1) be a material default under the Lease; and (2) bear interest at the lesser of fifteen percent (15%) per annum or the maximum rate allowed by law. The terms of this paragraph shall survive the expiration or earlier termination of the Lease. 4. Failure to Remove Improvements. Upon termination of the Lease for any reason, Tenant shall remove its Antenna Facilities (including all Additional Equipment) from the Property on or before the date of termination, and shall repair any damage to the Property caused by such equipment, normal wear and tear, and casualty excepted; all at Tenant's sole cost and expense, whether removed by Tenant or Landlord. Any such personal property or facilities which are tiot removed on or before the date this Lease terminates shall, at Landlord's option, be deemed abandoned and become the property of Landlord. In the event Tenant leaves any personal property, equipment or any portion of its facilities on the Property without Landlord's written consent, Tenant shall reimburse Landlord for the cost of removing and disposing of the same. Tenant shall be responsible for paying Base Rent and all other sums owed under this Lease until such time that Landlord or Tenant has removed the Antenna Facilities from the Property. In the event Landlord attempts to collect on any unpaid sums owed by Tenant under the Lease or this Amendment or Landlord brings any other action to enforce the terms of the Lease, as amended, Tenant shall be responsible for costs of collection including, but not limited to, attorneys' fees, court costs, and expert witness fees whether or not Landlord files suit against Tenant. The terms of this Section shall survive the termination or other expiration of this Lease. 5. Indemnification. Tenant further agrees to indemnify, defend and hold Landlord harmless from any and all claims, costs, penalties, fines, lawsuits, demands, and expenses, including attorney's fees and court costs, arising out of or related to any negligence or misconduct in any entry upon the Property by Tenants agents, contractors, and employees. All indemnification obligations of Tenant as set forth in the Lease and 2 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord against, punitive, indirect, incidental, special or consequential damages, including, without limitation, loss of income or business opportunities. 6. Limitation of Landlord's Liabilit�arly Termination. Landlord's liability for damages to Tenant under the Lease and this Amendment shall be limited to the actual and direct costs of equipment removal and shall specifically exclude any recovery for value of the business of Tenant as a going concern, future expectation of profits, loss of business or profit or related damages to Tenant. 7. No Waiver. Nothing contained in this Amendment shall be construed as waiving a party's right to insist that the other parly comply with each and every provision of the Lease, including, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may install or replace any equipment beyond that shown and identified in the exhibits to the Lease, Exhibit A to this Amendment and any other amendments to the Lease. 8. Notice. Tenant's notice address shall be as follows: T-Mobile Central LLC 12920 SE 38 Street Bellevue, WA 98006 Attn: Lease Compliance Site # A1Q0401A Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100 — 147 Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 9. Conflict. In the event of a conflict between any of the terms contained in this Amendment and any terms contained in the Lease, the terms of this Amendment shall govern. 10. Affirmation of Lease. Except as set forth herein, all terms and conditions of the Lease shall remain in full force and effect. 3 11. Construction. Landlord and Tenant agree that each of them has participated in the drafting of the Lease, this Amendment and any other amendments (collectively the "Agreement") and that the Agreement shall not be construed against the party that drafted it. Both Landlord and Tenant acknowledge and agree that any Court interpreting the Agreement shall not construe any portion of the Agreement in favor of or against Landlord or Tenant based upon any rule of law or construction that would construe the Agreement against the party that drafted it. IN WITNESS WHEREOF, the Parties have set their hands as of the date set forth below. Dated: CITY OF APPLE VALLEY: By: Mary Hamann-Roland Its: Mayor Dated: . By: Pamela J. Gackstetter Its: City Clerk Dated: _t Z• T-MOBILE CENTRAL LLC �%h h r By: t� �v� � �- Its: ,�,�� i]� c�>� �� . SUSAN MAE STREETS . �`�� Notary Pualic • . utl Minnesota My Commission Expires 1�31I2015 4 �-------- � y w � �" m � � � � N o� xo� � � � � O � � ■ � wv z . � p 800 WEST 78TH STREET, SUITE 400 �� W EDINA, MN 55439 g aoQo , CONSULTANTTEAM SITE NAME: APPLE VLY NORDIC PARK WT �°� � ; � m�� PROJECT CONSU.TAM: 7ERRA CONSULTING GRWP, LTD. S ITE N U M B ER • A1 Q0603A m ot � 800 BUSSE HIGHWAV • aa i,. PARK RIDGE, IL BOOBB `e°"6'�°° TYpE: WATER TC)WER �•� STRUCTURAL ENGINEER: KRECH QlARO 8 ASSOCIATES �� "��03 MARKET: MlNNESOTA (715) 65&7374 z k � � VICINITY MAP N.T.s. Q REGIONAL MAP NT.s. Q PROJECT INFORMATION SHEET INDEX �� ': g�CtVk r��:.. I .� ��; SITENAME: APPLEVLYNORDIGPARKWf ! � � SHEET DESCRIPTION REVISION �� f SITENUMBER: A700603A T-1 TITLE�SHEET 0 � �' � J � � � � � � � 4 � SITE ADORES9: 1J088 FOLIAGEAVE � � � � _ � �,p '�� I t! _ (�FFRU.' .. APPLE VALLEY MN.%124 C-1 SITE PLAN � � � �' ' :: ~'� � � � � j � ��' � � LATITU�E: N 44° d5' 310" �Aam nvos� N � � � ` -, ' C2 EQUIPMENTPLAN 0 $ g� �� , �, ' ,� "� ,' ANT 1 TOWER ELEVATIO . 0 w � � .., .,( V {� i" LONGfTUDE: W83° 72's' ��+�o� ANT-1A ANTENNALAYOUTS 0 '�� .� . �� i g�.�� '��n�}�..� PROPERTV CITVOFAPPLEVALIEV ANT RFDS Q L n i � oNmeR� eaa2 �aoTH Srneer ANT RF CONFIGURATION 0 .,� � - ' \- �' "�� t � I APPLE VAILEV, MN 55/� PRO.�CT � /� tl a '�. � i�, � j .� i a G- 1 G R O U N 6 1 N G D E T A I L S 0 �OCnnara� q° � �' " j �� :�i � ��-( � �"""` N-1 OENERAL NOTES 0 i, t � � � APPLICAfJf: T ' . a,� 7 � � � � � '-� ' � 8000V4EST78STREET,SUITE400 N GENER4L NOTES 0 g ` m ° a� c�.. 4 , 1 r 11 > �� a j t�.. Y ` EDINA.MNSS039 , p ' � � �� T-MOBILE CHRISMILLER � o_ � : , � � � ' t � � { � 33 �`' cowrncr; te,x»m-�osa _ __._. A1 QO6d3A � �i° .-�. - �� e � � 4 L�� PftOFESSfONALENGINEER ' � r � � � � CODE COMPLIANCE �HEflEBYCERTIFYTHATTMI$PUN,SPECIF�ATKKJ,OR ,� r ., FlEPORTWASPREPMEDBYMEORUNOEHMYDUiECT � � '' � ' � x � � ' �� SUPERVISbNANDTHAiiMADULYLICENSEO , � � � � ` � r PROFESSIOWILENGINEERUNDEHTHELAN50FTHE APPLEVLY �� j ?1 �� ' � �. � IBC 2008 (2007 MINNESOTA STATE BUILDING COOE, STATE OF MINNESOTA. NORDIC PARK WT � '� _ _ . -� � f I I � '. �{ � � � {+� i ^, l CFiAPTER 720bJ _ s � � �py�rr � M ��. w E I d� � �. i' ' r� +"p "� �" 200BMINNESOTASTATEELECTRICALCODE SIONA � �..... � ` tS� ,� � �.; � I } I�� THOWASA MMERMHNN 13099FOLIAGEAVE. � "�, �.?"" � �l� � s . E �� i � , .< A � GENERAL INPORMATION onr '�� 2 uceHSFa aesss ; .�_. - r . i,. E lf ' , �(�, t � � i -� t � } �. , i APPLE VALLEY MN. 55724 ,, � � . �, a t . PARKING REQU REMENTS ARE UNCFIANGED .._,,. „_,,,,,, G -`� � �� '. ��j .;. y , : �� 2. TRRFFICISUNAFFECTE� _'__ � i � ; � i � .i � - g?��'�� 3. NOAWI'f�ONALiMPERV10U5AREAISPROP0.5ED �jGLEI8FOR11x17ME�M(USEHALFSCALEFOR2/M38ME�lU # DRN DIR ECTIONS SPECIAL NOTES APPROVA�S FROM T-MOBILE O • '�__•�_• FFICE: HMIDICAVPEDREQNREMENTS: � SIGNATURE DATE P � ` � ` � �� __'__..._ __ _ HEAD EAST ON W 78TH ST TOWARD W BUSH IAKE R�, t.0 MI. TURN RICaM FACILRV IS UNMANNEO ANO NOT FOR HUMAN HABITATION HANDICAPPFD — — ONTO E BUSH LAKE RD, 0.3�MI. TURN LEFT Tb kCERGE ONf01-089 EIMN-5 ACCE55 FIEQUIREMENTS NoT REWIRED PROPERTY OWNER sxFernne CA�L 6B HOURS BEFORF OIGGING TITLE SHEET E, 5.5 MI. TAKE EXIT 2C TO MERGE ONTO MKTI 5, 7.1 MI. TAKE iNE pLUMBING REWRiEMENTS: � GOPHER STATE ONE CALL COUNTYRD38EIX1?TOWAROZ00,07MI.MERGEONTOCARD98,0.7 FRGUTYHASNO�LUM181NGORREFRIGERANTS SITEAC�UISITIONSPECIALIST -- —___ . MI. TURN RIGHT OffTO F�I.IA(� AVE, DESTI WITION 1MLL 8E T� FMAND FCC RE4u1itEMENTS �. RADIOFRE�UENCYENGINEER - ---------- 1N'IN CIilES ARE� (651) 454-0002 RIGHT. �BA fT. �'E� �'�� MN. Tpi. FltFF 1-900-]52-1166 TH�SFACILITVSHALLMEETOREXCEEOALLFqq/WOFCCRE�UIREMENTS CONSTRUCTIONMANAGFR CONSTRUCTION Rt�U1REMENTS: OPERATIONS MANAGER: ALL WORK MUST CONFOftM TO T-MOBILE STANOpRDS 8 ALL APPLICABLE �� CODES Afm OROINANCES 1 � EXISTINGCHAIN II II R � v w LINK FENCE I I I I � N � �� o� (3) EXISTING T-MOBILE ANTENNAS PER N SECTOR TO BE REMOVED AND REPL4CED WITH (3) ANTENNAS (TYP. OF � � � 35ECTORS)SEESHEETANT-1AFOR II II � w�Z PROPOSED ANTENNA CONFIGURATION I I I w � p II � � O II �{ O � EXISTING WOODS � I I scn�c r�wn F � EXISTINGWATER II (I �usE�w�FSU� ' � � TOWER II � =� II II e P �mm (I 2 �rn�n F EXISTING EQUIPMENT I I i i �� m � W � ON CONCRETE (1) EXISTMG � y �� x PAD BY OTHERS ANTENNA SLED �a a �° PERSECTOR II II II �u,� � � o �� Q II =6 �� 4 �J .� II II - A �� w a�� II g II (3) EXISTING 10"0 O �� UNDERGROUND r �� I� J I I 3 y CONDUITS �— �� i �`� � �� II O II � 3 0 � _,,— �� II II � p � , � � �� N � ` EXISTING HANDRAIL ON @� \ I I I I TOP OF WATER TOWER �� I I I( EXISTMG CLIMBWG L4DDER r EXISTING MAN GATE I I I I I �` a m � EXISTING AND PROPOSED EQUIPMENT EXISTWG SWING GATE I I I I WRHIN TMO FENCE ENCLOSURE I I EXISTING I I SEE SHEET C-2 FOR ENLARGED PLAN A1 Q0603A EXISTING BITUMINOUS ROAD BUILDING /// / / II EXISTING UTILITV H-FRAME �j / _/ �� // I ' APPLE VLY � j �� I NORDIC PARK WT j / ex�snNc � EXISTING WOODS � � / BNLDING � — � I I / /////////jj \ I I I 13099 FOLIAGE AVE. APPLE VALLEY MN, 55124 ❑ ` �� II 11 ii ii ii i i i i r�s�EE„R� EXISTING UTILfTV H FRAME I I � I SITE PLAN EXISTING MAN GATE I I I I EXISTWG ELECTRIC TRANSFORMER I I sNeErHUrnaeR EXISTING TELCO PEDESTAL I I C � � SITE PLAN SCALE: 1"=20'-0" PROPOSED RADIO UNR$ TO BE MOUNTED ' w NOTE: ON EXISTING SLED, SEE SHEET ANT-1A FOR w CONTR4CTOR IS TO VERIFV � PROPOSED ANTENNA CONFIGURATION �� a' ANTENNA CABLECONNECTIONS r/ � � � PRIOR TO REMOVING ANV CABLES � � �� (1) EXISTWG ANTENNA SLED PER SECTOR � � o � EXIST7NG HATCH �p Z r-__ �w� � ' _ l (3) EXISTING T-MOBILE ANTENNAS PER � � �n � SECTOR TO BE REMOVED AND /�� I �� / ' REPUICED WITH (3) ANTENNAS (TVP. OF � f � � o w 3 SECTORS) SEE SHEET ANT-1A FOR � � � � I / PROPOSED ANTENNA CONFIGURATION � �� . . s m ' I \� � o SGLEISfON11et�MEOW � �\ ,�sE�A�FS��EwR�<��oa, R, r o0 I I � . ��o� �\ \ r L� L \� y JI � � � �� \ � �—m� �: � li€ �� '-� '� W m�� ad�° EXISTING EQUIPMENT ON CONCRETE PAD BY OTHERS � � '\ / TOP OF WATER //// �;� TOWER /�� /�� /�// � � g x �' _ �� N � �� II�� 3 � EXISTING OVERFIOW PIPE EXISTING BRACKETS FOR COAX , II11 p �� EXISTING VERTICAL CABLE LADDER �� 1 1 1 � /// w _ EXISTING FIBER CABINET EXISTING VERTICAL CABLE LADDER COVER \� '�-' w LL � � � � ' � � � �� PROPOSED PIPE MOUNT FOR (3) EXISTING 10"0 UNDERGROUND CONDUITS � �� \�\ ' POWER MODULES � � / / i � � � � \�� i�� \�� PROPOSED (1) LARGE (i) PROPOSED HIGH CAP ',� �� \�� g¢ m o COVP AT GROUN� LEVEL HVBRID CABLE FROM /� �� GROUND TO ANTENNA LEVEL � % �� ,; �� A1Q0603A \ �/�� '�� ! \\�� /; . . , �� , , , � ��\ APPLE VLY / � ,� ' ,—� — �� NORDIC PARK WT �i'� '� �'�'' (18)EXISTMGCOAX ii i � CABLESCONTRACTORTO EXISTING BTS RE-USE (2) PER SECTOR APPLE VALLEV MN, 55124 ,' �a \ EXISTMG PURCELL � ' �EXISTING TMO CONCRETE PAD / � ` TOP OF WATER � EXISTING � � TOWER NODE B n / � EXISTING UTILITV H-FRAME sHeerm� � / EQUIPMENT PLAN , a / ` EXISTING WOODS � $NEEiNVMeER EXISTINGICE � ENLARGED EQUIPMENTPLAN ^_/� BRIDGEABOVE SCn�e: 1 V (� ti � ANALYSIS AND OESIGN OF TOWER AND � w FOUNDATION BY OTHERS. NO ERECTION OR �a � � MODIFICATION OF TOWER AND FOUNDATION � v �F SHALL BE MADE WITHOUT APPROVAL OF �� STRUCTURAL ENGINEER (3) EXISTING T-MOBILE ANTENNAS PER . � ^�� SECTOR TO BE REMOVED AND REPLACEO � WITH (3) ANTENNAS (TVP. OF 3 SECTORS) SEE SHEET ANT-1A FOR PROPOSED � NOTE � ANTENNA CONFIGURATION • w N Z PROPOSED ANTENNAS/ LMES/ MOUNTS EXISTING HANDRAIL (i) EXISTING ANTENNA SLED PER SECTOR 3 � ANO EXPOSED E�UIPMENT PAINTED TO � � w MATCHTOWER � Q � � a000 s� �� 9�� _ ---_= W� �� / � ma . I � •A�pmu� ]j�►� I � �j I I � �� _ e d � I� ��5 (1) PROPOSE� HIGH � � Z CAP HVBRID FIBER I � w CABIE FROM GROUND I I F TO ANTENNA LEVEL � ; ' ¢ II � � � � W II = g � F � O (18) EXISTING COAX I I� o�� CABLES, CONTR4CTOR '� w ' � TO RE-USE (2) PER I � �� SECTOR I . � 5 � �� K I� � I� W I EXISTING WATER TOWER w �� EXISTING VERTICAL CABLE LADDER � � EXISTING CLIMBING LADDER W/ CAGE w �� A1Q0603A i I I � o I I APPLE VLY EXISTING ICE BRIDGE I I NORDIC PARK WT �� I� I� I I 13099 FOLIAGE AVE. If APPLE VALLEV MN,55124 �� ) TOWER EXISTING AND PROPOSED EQUIPMENT WITHIN TOWER, SEE SHEET C-2 FOR � (3) EXISTING 10"0 �,1 PROPOSED TOWER ELEVATION (SOUTH) sxeerH�mxea ENLARGED PLAN UNDERGROUND CONDUITS SCALE: 1"=10'-0" ANT-1 �� ti � a� w w � � � � � N O �f1 O = O � H � � � � (3) EXISTMG TMO ANTENNAS TO �I (3) PROPOSEO QUAD POLE N � BE REMOVED AND REPLACED �� ANTENNAS PER SECTOR I w� Z WITH (3) QUAD POLE ANTENNAS I (TYP. PER 3 SECTORS) � � � (TVP. PER 3 SECTORS) (1) EXISTING ANTENNA o w SECTOR-ALPHA (1)EXISTINGANTENNA SECTOR-ALPHA � � SLED PER SECTOR SLED PER SECTOR PROPOSED�1)SMALL � ro PROPOSED (1) LARGE COVP AT SECTOR ALPHA � '�p o COVP AT SECTOR GAMMA j t� � I � / I / �� Jm\ / � // �a � 1 `o / � � � la� L � ''1� m¢�� \ � \ W L TOPOFTOWER ^� 70POFTOWER � °a`a� �i� \ \ � � � / �� // �� \ � EXISTING HATCH � � EXISTING HATCH � /� SECTOR-GAMMA � EXISTINGHATCH // SECTOR-GAMMA � EXISTINGHATCH /// �V / � � � � �, � EXISTING VENT / p� EXISTING VENT /� �� EXISTING BRACKETS �/ N I EXISTING BRACKETS�\ �� . I FOR COAX � NII FOR COAX �� / s � � p � // � /� � `s�$ �� /� � (i8)EXISTINGCOAX � � � =� � / p � �� CABLES,CONTRACTOR /� � �� y TO RE-USE (2) PER /� o'� �� g s�� . ��,� SECTOR /� _ _ - \\ / / "�\� � / \\ / \\ � (78) EXISTING COAX \ � 1 PROPOSEO HIGH �� / CABLES 3� � ( � �` // (1)PROPOSEDLOWCAPHVBRID �\ i CAP HVBRID FIBER �� c/ / FIBER CABLE FROM SECTOR � CABLE FROM GROUND � �� GAMMA TO ALPHA � � TO SECTOR GAMMA "�g� °��_�� `�-=�\ g a \ � \` (i) PROPOSED LOW CAP HYBRID � PROPOSED (1) FRIG AND (i) FXFB MOUNTE� TO (1) �' FIBER CABLE FROM SECTOR A1 Q0603A \ PROPOSED PIPE ATTACHEMENT PER SECTOR �� GAMMA TO BETA \ (TVP. PER 3 SECTORS) �� CONTRACTORTO RE•USE APPLE VLY \ (3)EXISTINGTMA PROPOSED(1)SMALL �` (i)EXISTINGTMAPER NORDIC PARK WT I � PER SECTOR COVP AT SECTOR BETA �, SECTOR (3 TOTAL) \ EXISTING HANDRAIL �� EXISTING HANDRAIL � 13099 FOLIAGE AVE. ON TOP OF WATER / ON TOP OF WATER APpLE VALLEV MN, 55124 TOWER TOWER O SECTOR-BETA O SECTOR-BETA EXISTING EXISTING � WATERTOWER WATERTOWER � NOTE: NOTES: GROPOSEDANTENNAS/LINES/MOUNTS ANTENNA LAYOUTS AND EXPOSED EQUIPMENT PAINTED TO 1. THIS DRAWING IS FOR EXHIBIT PURPOSES MATCH TOWER ONLY �, EXISTING ANTENNA LAYOUT �, PROPOSED ANTENNA LAYOUT sxeerH�rneen N.T.S. N.T.S. 2. PLEASE REFER TO STRUCTURAL REPORT PROVIDED BY OTHERS FOR ALL (1) PROPOSED FRIA PER SECTOR ANT-1 A MOUNTING �ETAILS � (3 TOTAL) AT GROUND LEVEL � .. < �. .: � AVCMOL4 o-, .x. :. .. avxflc.WT �� . < +.., � 14� � f N ~ w � ' �� 7i6M.faNi 1tw. .�.�. �i .. � .. .": �y'�#' , � � Valb . .;:. • .... • : �.,U .. MN .�. 4 l612t w � ' ' NOTE: � � '`' � , .�..,, � �'`°�" " ` " ` ' � RUN A GROUND LEAD FROM EACH RADIO TO . ry � � . .... :' ' :. '- � . . ..;'k3,.� �::�..,....... _. THE PLINTH. THEN RUN THE PLINTH GROUND � O� � TO THE SECTOR GROUND BAR. ?�� Cal�ulplOtl�e� ... 'Y9' �fAMnptn4NmtIM.ViNNUi: . ��iMN�N1A1�i:.tmr�tep � � w g ' . MN �.ae TS . ' . .. ■ W N Z ma. fea . . • 3 0 .� - ,....��........ ..�...______. ewMm1 m� . � • � w - _ � O � Ct • 5 . � R � n ' i[.�. . ° .. . ' . ' � .. . . � ;o°� . . � t �� I wn n • � 3S 46 � S� � � = m� 18 � � � � . � _ . . . . mo�� - W � m �� MUImsRpDq1N�� .... T6 Tb . � o �m x qnmm.��axnufi �� 90 f84 � am � � i t ... . . �` '� , . u v,. . ,.;. a , x...,.:, • . . ��. Mis-Tlq�i•5�7� Alee '�A3ddlx .: *i �'klbY,Fd51Y+l;Ff ��r11+RT1.. 1Redei . .... . �• nk��l� . .. Y .... .. . 0 . .. e .... . � A�:. . . ... Ilbmp aptl WI Pda&uwa . pe. . . wan. +Mn .. iPo1 ... ... iN . : n p s w � � = � 2 A ua +X^�„ :w . :.. X . .• �.......� a . � . . ...... F ti?..+::�� .i. � �� +� .,, c :: �� .�.: . ..s � m� �8 � /W4(IE11Ir�Y1�Ylllg�'IYNNfWMMnNltlitl) RI .:� . Tbldl�eeM . } ^. � aFSYBwi9 t„_„{ i:'�. 7Mk�Np%i N .,. . Nver�rMp.yWOS-!twmsr�e� �' (..w � iM0. . o �:: . ... . . �. � Y 3 �i � w � � 6iplaRSY�MOYa�(t� N � 4 i Q rc o UW�aer�4Yl1} ... . .. .. . . .. m � i � � w p g � Oip4cfr Med1i ifl - � ~ � F � � � upNUrpY�x� � w o ' y z_ „ s � cemun� ouv�.• enad � �. .., � �i, :�. �•, �: :r CemelmnoiroNa.ran- . . � L �..*� ,.? C�-� ur ea r Ur�:emte`We . a.. � g < m � MYbISitlMeTfW: i�.��laRe�.' k y1` ... ��. J_ . . .... . . ryuwaas�..npn�m: tl A1Q0603A Ryb9lGM�Cq: � � . . Ha.r�e�e.rwsana.am.aa..woeoa w»c�,rs.� .... v. : �..�- .. . . . . � . . . .. .... . . . � � ... APPLE VLY arrbnkak.i . ureraaw.u�nmr ad ;s NORDIC PARK WT COVFryW{7k .. .WyeG%qr. . . ..... . . . . oVFM It}. . ... ��. . . ... ..... ....... . ..... .... . .. ... 13099FOLIAGEAVE. 7ype��Sy p�. �.� APPLE VALLEV MN, 55124 .-, COVPGbYlA,. . z � -. . . ... . ._.. . . L't MeursxleppmulerT00AM�� vte ree ?kd �� rte: I� uHnwrar: IMy.dRtlds8eml��OWbambYY� B rv .. . e . 9. . ��. � MwCOekTfM�[ � �`i � . ... ... crvecxeoav rnz NawG'au[��nOwlwr.... . . . -�'---_"__._ on.e erzwix �eer Coss 4N: . �;�'sa p� . � ... � s�ee.nne � ',z� '�-r #'�. �. RFDS m ♦. wss . ..�e.: ts�e�-�� eav.... xauwr � f ... y. � y . t. . .. .�.�.� �:: .. . ..,..... . <. . s�EE.��M9Fa ,, � ., ,..,.... �, ...,., .:a� � .;.... . �� ::,..v. ..�.; . .- . ,. n� ..� � Meaw iva� wa+s � nas 5�wt .. . �nea� � ��. �. � x�...�,��»n.,, � = A N T-2 � 1 � w w rn NOTE: ^� � M �pnfigUr�ti�� TB . RUN A GROUND LEAD FROM EACH RADIO TO � � y (1� Sedar of ce6fing ahown fw <iarity) �� 7HE PLINTH. THEN RUN THE PLINTH GROUND � = o N �� ... TO THE SECTOR GROUND BAR. O �� ro Z r � � � ■ w N Z 3 0 ��, o w � � o � R � 00 i i o�� a� �i x . �..� �� " °�^ — � W � � � �a m�� . y �� .. �a�� ,� �� . ,�,;� .,�. $�� . a,�� q�_ �� . p,. . _.�, � � � � `�j Fa�et B Oower FXfB . . � � � �� PCMT5 .�. � �, ; W � K z � � z � _ 3 _ � . Hrnn > � 5 . 8mma .. w u rc� w �� ¢ u� � w � RF Jumpet '�^ �' LL T � GOVP , M�tirttl CaMe tP�ueeaectrsr} . g < rc,.w t»�. m w _______'_______'____`________ _'__°'___`^____ _'___ _'��.�.__ c�..o.m. .._�,. . '__�:.' ._'�___°°__°_' a�� A1 Q0603A ca,P ,,��,..�,,rc� ; APPLE VLY Fs� NORDIC PARK WT L .�. E. RF J�mqr (A!!'�mnnlw) -••�•�� µ � � 1 � F_RfA b i ".��k�• .�wV� Uluit 1� 4tsltt�� 13099 FOIIAGE AVE. EShB ��. FRIA APPLE VALLEY MN, 55124 G6M �.,. i � � ., � i AWS UMT .. � _ � � FRIA FBME �•�••�-••• j .� :: C:4V5 UMTS UkQTB � Y �": � Mmn�F*rn+�r� 6 F� �- FSME UAiFS ; ":_:' � h4�n � . .. . POw�9t.�.8�. . . FI69r � srEer.me � �-�� •. RF CONFIGURATION ...._ __ ...,...._.. .; i s�EF,�,uMAFa ! ANT-3 � � w w � ;-� � � r p No� � = o� �� w � � wNZ � s � o w 0 � � R °o°< � =��m JUMPERCABLES �� 01 O'r \ W m�� (E)PIPEMOUNT �� maa� PROPOSED MOUNTMG PIPE PROPOSEDPANEL ANTENNAS PROPOSED AND EXISTING FXFB,FRIA = _ _ _ _ - ' 1 � RRUSPERSECTOR(REFRFDS) �(�f' � � � ��i (FUTURE�FRIGFORLTEAWS ii ? � S � (t ) PER SECTOR i i! � ii!i a o ii _ _ ii!i �i ��_ i � ! SOLID BARE COPPER WIRE - " � F= i i o � � ° 3 � (E)GROVNOBAR rc p � y � rc � JUMPER CABLES ---� i � (E) BALLAST FRAME � LOW CAP HVBRID CABLE I��_ - TO SMALL PROPOSED UNISTRUT MOUNTED COVP TOSLEDCROSSMEMBER PROPOSEDLARGECOVP y g a m o HIGH CAP HYBRID CABLE n� (POWER/FIBER) � � PROPOSED PIPE ATTACHMENT �� A1Q0603A APPLE VLY NORDIC PARK WT 13099 FOIIAGE AVE. APPLE VALLEV MN, 55124 GROUNDING DETAILS � ANTENNA/ RRU GROUNDING DIAGRAM s " FF '" ° """`" SCALE: N.T.S. G-1 1 i- � w W � GENERAL NOTES PRWECi SPECIFlCAiION 02200 ICML WORK) MODERAiELY PIASTIC SILi$ AND CUY, MAiERIAL CONiAINING REFUSE, FROZEN LUMPS, 1. PRIOR i0 PtAGNC BACKGILL AROUND SiRUCiURES, ALL FOPMS SHRLL HAVE BEEN REMOVED PND iNE E%CAVAiION rI N y�- 1. iHE CDNiqqCiOR'S SC�PE OF WORK SNRLL INLLU�E ALL IiENS �EGINEO IN iHE DEMpLISHED BIiUNIN0U5 MAiERW1, VEGRAiIVE MATiER, W000. STONES IN EXCE55 OF CLEnNED Of 41L iRASn, DEBPoS AN� UNSNiABLE MAIERIPlS. � O tn PARi I: GENERAL C�NIRO.Ci DOCUMENIS. iHE CDNiRACi DOCUMENiS INCLUOE, BUt AftE NOi LIMrtE� ip, iHE 3-INCHES IN ANV DIMENSION AND OEBRIS AS DEiERMINE� BY iNE CONSiRUCiION 2. g4CK FILL BY PIACiNC aND COA1PACiINC SUIiABLE BACKGILL IAAiERIAL OR SELECi GRPNUTAR BFCKfILL MAiERNL. = O� 1.1 SCOPE: CLFARING, GRUBBING, SIAIPGING. EROSION CONiROL SURVEY. GOLLOWING: iHE CONRUti, SPECIFICAiIONS ON� CONSiRUCiION ORAWINGS. $UPEkVISOR AND i-MOBILE GEOTECHNICAL ENGMEER. iYPICpLLY. THESE WILL BE SOIlS WHEN REQUIRED, IN UNIfDRM HORIZONiAL IAYERS OG NO GRFAiER iWW B-INCH 1005E iHILKNE55. WNEFE O 4- � UYOUi, SUB GRADE PREPARAiION, FlNISH GRA�ING AND SECURItt FENCE, 2. RLL EOUIPMENt SUPPLIE� BY iNE OWNER SFVl1 BE PICKED UP BY iHE C�NiRACiOR Ai CIASSIFIED f5 Pi, MH, LH, MN, ML OR 0�. HANO-OPERAiED COMPnCiOAS PRE USED, iHE FlLL MAiERIALS SHRLL BE PIACED IN LIRS NOT i0 E%CEE� FOUR oJ Z iHE APROGRIniE WPFEHOUSE � REQIIIRED BY CONSTRUCTION DRAWINGS AND OEfAIL DRAWINGS. Z g GEOtE%tILE GA9RIC: MIRNFI 500% OP APPROVED EQUNN.ENi INCHES IN LOOSE DEPiH. � ^�� 3. 1HE CONiFACiOR IS RESPONSIBLE FOR COIXt�INAiING NL WORK. 2.10 PlASiIC MARKINC TAPE: SHALL BE ACID- ANp ALKALI-RESISiANi PDLYETHYLENE FILM�, 3� WHENEVER iHE �ENSItt iE5i5 INDICAiE iH4i iHE CONiRAC10R WS NOi OBiAINED iHE SPECIFlE� DENSItt, iHE � �� 4. iHE CONiflACiOR SHPLL PRpVIDE ON-SIiE SUPERV1510N Ai pll iIMES WHILE iHE WDRK ��Z REFERENCES SPECIFlLALLY MANUFACiURE� FOR MARKMG AN� LOCAIING UN�ERGROUN� UiILITIES, 6-INCHES SUCCEEOING U7ER SHnLL rv0� BE vIACfD Urviil iNE SGEGFiCAliON REQUIREAIENIS ARE AIEi UNlESS F-i N� Q IS BEING PERFORMED PNO SH41 �IftECt ALL WORK, USING HIS BESi SKILL AND AiiENiION. A� �EPARiMENi OF TFHNSPORiATION CONSTRUCiION AND MATERIAL WiDEWIiH A MINIMUAI iHICKNESS OF 0.004-INCH. iAPE SHALL HAVE MINIMUM SiRENGiH OF OiHEFtviSE aUiHORiZFD B�' i�ff GfOiECNNICM. EwGirvEER, iHE CONiPAC10R SHALL iAKE WHRiNER APPFOPRWiE W Z HE SHnLL BE SOLELY RESFONSIBIE FOR ALL LONSiRUCiION MEWS, YEiHODS, iECHNIpUES, SPEqFICAilONS GOR iHE StATE IN WHICH iHE PROJECi IS LOCAiEO. �5pp p51 IN BOiH �IRECiIDNS ANO 4ANUFACTURE� WIiH INIECFAI WIRES,FOIL BACKING OR ��ON i5 NECE554aY, SUCN 0.5 DiSaNC nn'� ORY�NC. ADqNC WniER OR INCRFASING iHE COMPACiNE ELGOFi. � � GROCE�URES 4N0 SEOUENCES FOR COIXt�INNiING PLL POR110NS �G iHE WORK UNOER iNE ��MINNESOTA: MN �OT GONSTRUCTION AND MAIERIAL SPECIFICATION 2. OiHER IAFANS TO ENABLE DEiEC110N BY A AfEiAI. pEiECTOR WHEN BURIE� UPiO 3 FEET DEEP. B. NOROUGHLV COMPpCi FACH UxER OF BnCKGiLL i0 A MINIAIUM OL" 9�S OF iHE AW(IAIUTA DIiY DENSIiY AS r . ' W PENNSYLVANIA: PA p0i SPECIFICAilONS. PUBIJCAl10N 408 3. WESi PRONOEp BV iHE NODILIED PROCTOR iESi C. DO NOT PUCE BACKFlLL AROUNO NEW C0.5i-IN-PIACE CONCftEiE �..y O CDNiRHCT. THE METALLIC CORE OF iHE TAPE SHALL BE ENCASE� IN A PROiECiIVE JACKEf OR PftOVIDED SiNUCiURES UNill iHE CONCREiE HAS CURE� FOR Ai LFASi I pAYS OR COAIPFESSNE SiFENGiH tE51S INDICAIE l�' O 5, iHE CONiFACiOF SFNLL NSIi iHE J06 SIiE i0 REVIEW RIE SLOPE OG WpRk AND �RGINIA: WV DOi �OH STPN�ARO SPECIFlCATIDNS, ROPDS ANDBRIOCES WITH OTHER AIEANS i0 GROiECT li FROIA CORROSION_ iPPE CO�OR SHALL BE RED FOR iHAi iHE CONCREtE HAS NCHIE4ED MORE 1114N 80% OF Ii5 SPECIFlEO 2B R4Y CpMPRE55NE SiRENCiH. � E%ISiING JOB SIiE CONDIilONS INCLUOING. BUi NOi LIMIiE� i0, IAECHANICAI, E�ECTRICAL B. ASTM (AMERICAN SOCIEiY (or iE571NG and MAiERIALS) ELECiRIt UTILITIES PND ORANGE FOR iELEC0IAMUNICATION UTILITIES. J.5 iRENCH E%CAVATON SERVICE AND OVERALL COORDINAi1DN. iHE CONiRACiOR SHALL VERIFY ALL EXISiING C. OSH4 (OCCUPATIOt�W1 SAFEIY ond HFALiH ADMIMSiRAiION) 2.11 $ECURIIV GENCE A. UilLltt iRENLHES SHALL BE EXCAVAiED i0 iHE 11NE5 PN� GaP0E5 SHOWN ON iHE DitnWINGS OR q5 DIRECiEO p C�NDIilONS AND OiMEN510N5 PRIOR i0 SUBMItPNG HIS BIO. PNY DISCREPANCIES, D. A45HTD (AMERIGN 0.550CIAilON ol SiAiE and HIGHWAY A. PRONDE PND INSiALL THE GPLVANIZEO FENCE WITN ASSOCIAiED POSiS, RAILS, BRACES, BY iHE i-AIOBILE CONSiRUCiIDN SUGERVISOR. GRONOE SHORING, SHEEiING AND BaaCMG aS REQUiRED t0 PRNENt f � CpNFLICiS Oft OMISSIONS, ETC., SHALL BE REPORiEO ip i-MOBILE CONSRtUCTION iRANSPORiAiION OFFICIALS) FA9RIC, TERMINAL POSi, GAiES. DROP 9AR ANp BARBED WIRE. USE APPLICABLE PROU�SIONS OF � CAVING OR SLWGNING OF iHE iRENCN WALLS. ooQ o SUPERVISDR BEFOFE PROCEEDINC WIiH iHE WORK. kSiM FOR MAiERIAIS. B. iHE iRENCH WIDiH E%�ENDS I A1INIMUM OF 6 INCHES BEYON� EACN Wi51�E EpGE OF ME CONWIi OP j 6. 1HE C�NiRRCiOR SIWLL PROiEGi ALL ARFAS FROM DAMACE WHICH MAY OCCUR DURINC 1.3 INSPECiION AN� iES71NG B. FPBRIC SNALL BE HFAW GALVANIZED CHAIN LINK FENCE, CONFORMING 70 ASiM A392 OU�ERM0.5i CONDUI�, WHICHEVER IS APPLIGBLE. a �� j CDNSIHUCiION. ANY �AM4GE t0 NEW AN� E%ISiING CONSiRUCTION, SiFUCiURE. A. FlEID iESTINC OF EARiHWORK, ACGREG4TE B0.5E COURSE, 2-INCH A1ESH 9 GAUGE WIRE (0.148 INCHES IN DWMEiER) WITH THE i0P AND BOTfOM C. WHEN SOFi. YIE�DING OR OiHERWSE UNStABLE SOIL CON�IilONS ARE ENCOUNiEREO AT iNE RE�UIREO iRENCH i ._ � i� IANOSCPPING OR EOUIPMENi SHALL BE IMMEDIAiELY REPAIRED OR REPIACED i0 iHE COMPACTION, AN� CONLRETE TESiINC SNALL BE PERFORNED BY iHE SELVACES 1WISiE� /ND BPRBED. BOrtOM EIEVAiION, OVER iME 1RENGH i0 A DEPM OF NO LE55 TH4N t2 MCHfS BflOw iHE FfOUIkEO e x - m o, ELEVAiION ANO BACKfIII N1iH GRANUUR BE��ING MAiERNL. 4 S4iI5FACilON pF iHE iEW.Ni, BUILDING OWNER OR OWNER'S REPRESENTAiNE AT iNE CONTRACT�R�S INDEPEN�ENi iE571NG N8. C. POSiS i m o�� E%PENSE Oi IHE CONiHACiOR. B. ALL WDRK SFWL BE INSPECiED AND RELEASED BY iHE 3.6 iRENCH &4CK FlLL F "� a � ). li SHALL BE iHE RESPONSIBILIiY OF iHE CONIPACiOR i0 LOCAiE �LL EXISiING T-MOBI�E CONSiRlICiION SUPERVISOR WHO SHALL CARRY OUi iHE A. PROVIDE CRANUtPA BEDOING I.IAiERIAL IN ACCOR�PNCE WIiH RIE SPECIGIG1ilON5, DRRWINGS AND iHE UiILIIY � m m UiILIilES. WNEiNER SHOWN HEREON OA NOi, ANO i0 PROiECi iNEM FFOM �PMAGE. TNE GENERAL INSPECiION OF THE WORK WITH SPEGFlC CONCERN i0 PROPER REQUIREMENiS. o o�� CpNiRACipR SHTLL BEAR ALL�E%PENSES LOfl FEPAIF OR flEPUCENENi Of UIILIiIES OR PERFORM4NCE �F iHE WORK AS SPECIFIED ANO�OR CALLE� FOR ON TNE 1. LME POSi GIXi GABRIC UP i0 8 FEEi NIGH SHFLL BE 2 3/8 MCN 0.�. 9- N011fY iHE i-k061LF CONSiHUC11pN SUPEMISOF ]4 lqURS IN PpVANCE OF BACN FILLING ' OiHER PROPERIY DPMAGEO IN CONJUNCiION WIiN iHE E%ECUiION OF WORK 2. EN� CORNEF, PULL POSi RNO GAiE POSi SNFLL 9E 2] 8 MCN 0.�. Alt POSiS SHNLL BE C- LOrvOUCi Utllltt CnELK lESiS BEFOreE BACK GILLING BACK FlLL AND COA1GACi iRENCH BEFORE ACCEPiRNCE � �Dadl� DRAWINGS. IT IS THE CONiRACi0R�5 RESPONSIBILIIY TO REOUESi 11MELY � iFSPNG. B. iHE CONiqACiOR SHALL BE RESPONSIBLE FOF iHE COMPIEiE SECURIrv OF IHE SIiE INSPECPONS PRIOR T� PRCCEE�ING WITH FURTHER WORK THAi WOUL� �HEOULE a0 GcLVqNIZED SiEEL PIPE IN aCCOaN CE vniH ASiM Al20, n5]0 nND A525. FOR FENCE 0. PIACE CR4NUtA4 iPENCH &4CKFlLL UNIFORAILY ON BOiH $IOES OF RIE CONDUIiS IN 6-MCH UNCOHPpCiED WHILE iHE JOB IS IN PROGFE55 AND UNPL !HE JOB IS COMPLEiED. MAKE PARTS OF iHE WORK INACCESSIBLE OR OIFGICULi i0 INSPECi. OvER 8 FEEi HIGN, SIZE vOSi ACCORDING i0 NNJU�ACiURER'S RECOMYENOAnONS. LIFIS UNTL 12 MCHES OVER iHE CONOURS. SOLIOLY RAM AND iPMP &1CKFIlL INiO SPACES MOUN� IHE CONDUIiS. 1� 9. iHE CONiflACiOR SHPLL PRpVIDE IEMPORPRT WATER, POWER ANp i01LEi FACILIiIES AS 0. i0v aaiLS SuaLL C�rv�ORU i0 i i/o wCN (i.660' 0.�.). SCNEDUIE o0 GaLVarvIZED SiEEL PIPE iN E PROiEti CONDUIi FROA1 UIERAL AIOVEMEM, DANAGE GROM IA1PALi OR UNBNANCED LOADING. REQUIREOBY iHE Cltt OR GOVERNING ACENCV � ICCORDANCE W1iN FSiM Al20. � i. ABWE iHE CON�UIi EMBE�MENi ZDNE. PIACE PN� COAIPACi S4iI5fACi0KY &4CHLlLL AIAIERNL IN 9-INCN ��,� 10. iHE CDN�PACiOR ANO NLL SUBOF�INAiE CONiFACi0R5 SHALL COMPLY WIiH ALL LOCAL �,4 SIiE MAINiENANCE AND PROiECiION E. iEN510N W1PE SHALL BE ] GAUCE U5. StEEL WIRE GPLVRNIZED IN ACCOA�RNCE WItN PSiM AI16, ypkIMUM LOOSE iHICKNE55 LIRS i0 RESiOPE iHE REOUIRED �INISHED SURFACE GRADE. ANO SiAtE RECUTAiIONS. A. PROVI�E ALL NECESS4RY JOB SIiE MNNTENANCE FRDM COAiINC CUSS Ili. G. COA1PACi FINRL iRENLH PACKFlLL i0 A DENSItt EPWL i0 OR GREAiEF iHRN iNAi OF 1HE EXIStINc it. iHE CONiRACiOR SHALL OBiAIN AND PAY FOR PERMITS, LICENSES AND INSPECilONS COMMENCEMENT 0� THE WORK UNiIL COMPLEfION 0� iHE CONiRACi. F. BFACE BFN�S, 1EN510N BFNDS RN� iEN5i0N &WS SHALL BE FABRICAtE� Of 1/8 INCH BT ]/8 INCH Urv01SiURBfD MniERiqL iMME�inifLV nOJaCENi i0 R�f iPENCrv eUi NO LE55 iFWJ P MINIAIUAI OG 9530F hlE NECESSARY FOR PERGORMANCE OG iHE WORN AND INCLUDE iHOSE IN iHE COSi pF iHE B. CONiACi iHE ONE-CALL UTILIiY LOCAiION SERVICE PRIOR i0 'ALVANIZE� SiEEL WRH GALVPNIZED SifEL CARRINGf BOLiS NND NIliS IN ACCOk�ANCE W1iH qSiN Al2}. ypxIMUM pRY pEN51tt AS GROVIDEO f3Y iHE HOUIfIED PPOClOR if5i, ASRA 0155] WORK i0 i-AIOBILE. ANY E%CAVAiING ACTMilES TO HAVE LOCATIONS OF UNDERGROUND hN510N &oRS SxnlL 8E t/a iNLH BY J/4 MLH GALVaNIZED SiEEL BhR iN aCCORDANCE WrtH ISiA1 ?�� 12. fICURED D1IAENSIONS HAVE PRECEOENCE OVER DRFWING SCRIE, ANO OEiAIL �RFWINGS A153. J I AGCREG4iE ACCESS RORD ANO SIiE HqVE PRECEDENCE OVEF SAIALL DRAWINCS. CHECK ACCURACV OF ALL DIMENSIONS IN THE UTI�RIES VERIFlEO. C. GABRIC ilES SWLL BE CIA55 1 CALVANIZEU SiEEL WIRE NO LE55 iWW 9 CAUGE. A CLFAR. GRUB, SiRIP PND EXCAVAiE fOR iHE ACCE55 ROND AND imVER COMPOUNU i0 iHE LINES AND CRADES � e FlEL�. UNlESS SPECIFlCALLY NOiED, DO Npi �ABRICAiE ANY AIAiERIALS OFF SIiE NOR DO C. AVOID �AIAACE TO rHE SITE INCLUDING EXISiING �ACILIiIES, H. POSi i0P5 SHALL BE PRESSED SiEEL OR M4LLEABLE IRON AND SHALL BE GRLVANIZED PER ASRA INDICAiED ON iHE �FFWINGS. SCPRIfV !0 R OEPiH OF 6 INCHES ANO PROOF-ROLL AlL HOLES, RUiS. SOfT PIACES � ANV CONSiRUCiiON� IINiIL iNE ACCl1RHCY �F ORNWING pINEN51IX�15 HIVE BEEN SiRUCTURES, TREES AND SHRUBS DESIGNAiED TO REMAIN. iAKE A153. � AND OiHER DEFECiS SHPLL BE CORRECiED. e� a � PROTECTIVE MFlSURES i0 PREYENi E%ISiING FACILIilES iHAi ARE NOi I. BARBED WIRE SVNLL CONSISi OF pOUBLE SiPANDE� 12 I/] GIUGE WIRE AS1M Al21. CVSS 3 WIiH B. iNE ENiIRE SUB GRAOE SHALL BE COIAPACiED i0 NOi 1E55 iH4N 95z OF iHf MMiHUM DKY OErvSitt AS VERIGIED AGAINSi ACiUAL �IELO OIMENSIONS. pESIGNATE� FOR REMOVA� FROM BEING DPMAGED BY iHE WORK. 4-POINi PARBS SPACED 5 INCHES APARi. iNE i0P I FOOi OG iHE 4FNCE SHPLI CONSISi OF J PROVIDE� BY iHE MOOILIE� PROCiOR iESi, lSiM � t55). 13. iHE CONiR4Ci0R SHAII NplLLY iHE i-MOBILE CONSTRUCiION SUPERVISOR OF PN1' D. KEEP SIiE GREE OF ALL PONOING WATER. SiHRNDS Of &4RBED WIRE Ai�ACHE� i0 45 DEGREE ANGLE, NFAN'-PRESSE� ARMS CPPARIE Of C. RRER vqEPARAiION DF iHE SUB GPA�E IS COHVIEIE�, iNE GEOiE%nLE FnBRIC SHAIL BE INSiN.LEO i0 iHE CONfLICiS OR DISCREPANCIES IN iHE CONiRACi OOWMENiS OR FlElO CONDRIONS PRIOR E. PROVIOE EROSION C�NiROL MFASURES IN ACCORpANCE WIiH WRHSiANDING WIiHOUi FAILURE 250 POUN�S �OWNWPR� PULL Ai iNE WiERMOSi EN� OF iHE ARM. LIAfIiS INpICAIED ON iHE DRAWINGS BY ROLLING iHE FPHtIC OUi LONCIiUDINALLY ALONC iHE flOADWAY OR SI�E. iHE i0 E%ECUiING iHE WORK IN WESiION. iHE DEGAH�NENi OF TRANSP02iATI0N CONSTRl1CTI0N AND MAiERIPL �� W1E IAAiEPIALS, SUCN AS FABRIC, BOLR, NUIS, iEN510N BARS ONO &4RBE� WIRE SHPLL BE FPBPIC SHALI NOi BE OflAGGED FCRpSS iHE SUB GRPDE RACE iNE ENiIFE ROLL IN A SMCLE OPERAiIpN, FOLLING � w id. iHE CONiRAClOR SHALL NO�IFY iHE i-MOBILE C�NSiR11CilON SIIPERVISOR IF �EiAIIS SPECIFICAiIONS FOR iHE SiATE IN WHICH iHE PROJECi IS LOCAiE�. CONSSIENi WIiN GENCE MAiERIptS. iNE MAiERNL AS SMOOMIY A$ POSSIBtE. ARE CONSIDERED UNSWND, UNSAFE, NOi WAiEFPRDDF. IXi NOi WIiHIN CUSiOMARY iRAOE PARi III: EXECUiION I. OVERUPS PPAALLEL i0 ME ftOP�WAT PND SIiE WILL BE PERMIiiED Ai iHE CfMEFLME AND Ai IOCAiIpNS ¢�� F. PROVIDE AND MAINiNN ALL iEMPOR/+RY FENCINC, BARRICPDES. 3,� GENEPAL BEYON� ME ROROWAY OR Slif SURFACE WI�iH GRACiICE. IF WORK IS PERLORMED, R WILL BE ASSUMEO iNAT iHERE IS NO OB1ECilON TO WqpNING SIGNALS NJO SIMIfAR DEVICES NECESSARY i0 PROiECi LIFE (I.f., W1iHIN iHf SHOUI�EF WIOiN�ONIT. NO LONGIiU01NAL _ a�� o ME OEI�RIL UEiAILS AFE INlfNOf� i0 SHOW iHf fN� RESULi OF iHE �ESIGN. MINOR A. BEFOFE SiPRiING GENERAI SIiE PNEPARAiION ACiIVIIIES. INSiALL EftOSION AND SEOINENi CONiROL pVLq�pPS SHPLL Bf LOCAiEO BEIWEEN iHE CENLERLINE NND iNE SHOl1�DER. PF LLEI OVERUPS SHPLL BE A MODIFICAiI�NS A1AY BE REQUIREO t0 SUIt JOB CONOIilONS. ANp SNRLI BE INCLUDED AS �D PROPERtt pURING iNE ENiIRE PERID� �F C�NSTRUGiION. REMWE Nf0.5UFf5. iHf wOFK ARFA SHhLL Bf CONSireUCifO PNO MAIrviFINEO IN SUCH CONpITON iHFi MIrvIMUN OL 3 fEEi WIDE. p � PAFi OF iNE WORK. ALL SUCH DEVICES UPON COMPLEtIpN 0� iHE W�RK. N iHf EV£rvi p� fUlw irvE SIiE YIIIL Bf WfLI �RNNfD Ai FLL 11ME5- 2. iNANS/ERSE (PERGENDICUTAR i0 iHE ROAOWAV� OVERIPPS Ai iNE ENO OF A ROLL SNALL OVERI% lu iHE I5. E%IS�ING ELEVAilONS AND LOCAilONS TO BE JOINEO SNRLL BE VERIf�EO BY iHE B. PERGORM nLL SUm/t�'. UTOUi. SinxING nND unRKING i0 fSinBlISH arv0 wuNinlN ALl LINES, ° w � GRADES. ElEYF110N5 NNO BENCHWRN$ NEEDEO FOR E%F.CUiION OF iHE WORK. DIRECTON OG ME RGCRECAiE PULEMENi (PREVIOUS ROLL ON TOP) ANO SNALL HAVE A MININUM l£NGiH 0� 3 FEEi. _ CONiR�CiOR BEFORE CONSiRUCiION. IF iHET DIfFER �fl�M iNOSE SHOWN ON iHE PUNS, P�1 II' PRODUCiS C. CLfAR AND GRUB ME NRFA WIiHIN !HE LIMI15 OG iHE SIiE PND DNLY ME IMMEDIAiE 3. ALL OVERIAPS SNRLL BE PINNED M1iN SiAPLES OR NPILS BER4EEN 1D PNO 12 MCHES LONG i0 INSURE _ iHE LONiRnClpR SHALL NDi6Y iHE VDICESiRFAM f,pNSiRUCtION SUPEfNISOR 50 iHAi Z�� SUIiABLE &4CK FILL: EXCAVAiED INORG4NIC MAtERIP1, COHESIVE AND SURROUNOINCS NECESS4RV t0 COAIPLEiE iHE WORK. REMOVE IREES. BRUSH, SiUMPS. RUBBISN S�PBLE POSIiIONING DURINC PIACEMENi OF AGGREG4iE. PIN LONGINDINAL SFAMS Ai 25-FOOi CENtERS ANO MO�IFlGiIONS CAN BE MRDE BEGORE PROCEEDING WITH iHE WORN. NON-CONESNE IAAiERIALS, INCLUqNG GRAVEL, SAN�, INORG4NIC LFAN qN0 OIHER DE&915 AN� �ECEiAiION RESiING ON OR GROiRUDING iHROUGH iHE SURGACE OG iHE SIiE ��ERSE SFAMS EVERY 5 fEEf ON CENiER. I6. ALL SYMBOIS FND ABBREVIAiIONS USED ON iHE IXUWINGS ARE CONSIDERED CfAY. CRAVEL SIL7. GRAVEL CIAY. SAND CUY. SAN� SILi OR SILi CIAY qRFA t0 BE CIEPRED AN� CRUBBED. D. iHE AGGFEGAiE SUB BRSE, BISE AND SUNFTCE COURSES SNFLL BE CONSiRUCiE� IN UYERS NOi MORE iHAN MATERIAL FREE FROM FHDZEN LUMPS, REFUSE, Si0NE5 OR ROCKS IARGER �. REMWE iHE FOtLOWINC MAiERVLS i0 A OEPiH OG NO LESS iHAN 12-WCHES BELOW iNE 4 iNCnES (COMPaCtED) iHiCNNE55. AGGFEGAiE i0 BE GIACED ON GEOTE%iRE FpBfi1C SNALL BE EN�-DUUPED Orv CONSiRUCiION SiANDAR�S. If iHE CONiRACiOR WS OUESilONS REGARDING iHEIR ENACi 7HAN 3-INCHES IN ANV DINENSION OR OTHER MAiERIAL iNAi MAY M4KE pqIGINR� GPOUN� SURFACE: ROO1S. SiUMPS NJ� OiHEk DEBRIS, BRUSH pND RfNSf fHBfDDfD IN OF �NE fFBPIG fRqA iHE FREE END �OG IHE fRBPIC OR OYER PREVIOUSLY PlALED AGGflEGAiE Ri NO PIAE SNALI MFANING, iHE i-NOBILE CONSiFUCiION SUPEINISOF SVLILL BE NOiIGIED GOF CIARIFlG1ilON {HE INORGANIC NAiERNL UNSUIiABLE FOR &OCNFlLL OR FILL MA7ERIAL AS vaOiRUDING iHROUGN iNE GFOUND SUFFnCE. RAKE. DISK OF vlOx' iNE naEA i0 A DEPiH 0� NO LE55 EQUIPIAENt, EIiNER DUAIPINC IHE CGREGiE Ofl GW�DINC iHE AGCREfAiE, BE PERMInEO ON iHE RORDWAY DR BEFORE PPOCEE�ING WIiH 1HE WORK. DEiERMINEO BY iHE i-MOBI�E CONSiRUCTION $UPERVISOR AND 1HPN 6-INCHES, AN� RENWE UP i0 P �EPLN OF 12-INCNES /dL R0015 fiN0 OiNER DEBRIS iHEREBY COMGOUND WIiH LE55 iH4N 8 INCHES Oi MAiERIAL COVEPING iNE GABRIC. 1). IHE CONIR4Ci0R SNALL PROVIDE ALL NECESSFRY BLOCKING, BACKING, FRPMING, E. iNF ACGREG4iE SUB BASE M'� BISE SHALL BE IMMEDIAiELY COMGACiEp i0 NOi LF55 iHAx 95i OF iHE GEOiECHNICAL ENGINEER. E%POSE�. g ` HANGERS OP OiHER SUGPORi fOR ALL OiHER rtEMS REWiRiNG iHE SAME. 2. REMOVE IpP501L MRiERNLS COMPLEiELr FRINA iHE SURFACE UNiIL iHE SOIL N� LONGfR MEEiS �%IMUAI DRY DENSIIY AS PROVIDEO BY iHE MODIFIED PROCiOR iESi, ASiM D 155]. 18. Cltt APPROVEO PUNS SHFLL BE KEPT IN A PUN BO% WJO SHIJ.I NOi BE USED BV � ME DEFlNIiION OF i0PS01L AV010 MI%ING i0P501L WIiH SUBSdL OF OiHER EXCAVAiED WORKAIEN. ALL CONSiRUCiION SETS SMALL REF�ECi SAIAE MfORNAiION. AT ALL iIMES AIAiERNLS. i0P501L SWLLL 6E SiOCNPILE� SEPpRAiFLT FOR RElISE, AS pREC1ED 9T IHE CONSiHUCiION 3A P GOR �ALL FlNISNED GRPpMIC i0 PROVIDE SA100iH, EVEN SURfACE hN0 SUBSURFALE �RNNAGE Of iHE iHESE ARE 10 BE UNDER iHE CARE OG iHE JOB SUPENINIEN�ENT. 22 PORWS AN� NON POROUS EMBRNKMENi AN� &4CK Fl�l: SUPERVISOR. fxiiRf nRFA wliHlrv tHE LiMrtS OG CONSiRUCiION. GRADINC SHAIL BE COAIPAiIBLE WrtH ALL SURROUNOING A1 Q0603A 19. OESICN ORAWINCS PRE �IPGRAMAIAiIC ONLT AND SHALL BE FOLL�L4ED AS 0.05ELY 0.5 A. MINNESOTA PER MN DOi, IiEM 203 3. E%CEPi WHERE E%CAVAPON i0 GREAiER DEViM IS INDICAiEO, FILL �EPRESSroNS aESUIiING FRpH {OFOGPnPNY nND SiRUCiURES. ACiUAL CONSiRUCiION CONOITI�NS WILL PERMIT. ANY ERROft, OMISSION, OR OESIGN B. PENNSYLVANIA: PER SEC110N 206, PUBLICAiIDN 40H CLEPAING, GRUBBMG PNO DEMOLI110N GOMPLEIELY W1iH SUIiP6LE FlLL B. UiILIZE SAlISFACiORY FlLL MAiEflIALS AESULiINC GROM iHE E%CAVAiION WORH IN iHE GONSiRUGiION OF FILLS. DISCREPANCY SH4L BE BROUGNT i0 iHE RT�ENiION Of TNE i-MOBILE CONSiRUCiION C. WESi VIRGINW GER WV DOT, SECTION 20), ]16 D. REAIOVE FRON iHE SIIE RND OISPOSE IN AN RUiHORIZED WJDFlLL ALL OEBRIS RESUIiING FROM EMBANKMENiS RND FpR iHE REPIACEMENi Of t1EMOVED UNSUIiABLE IAAiERWS. SUPERVISOR GOR CURIFIG1ilON OR CORRECiION BEfORE CONSiRUCiiON. CLFAFING AND GRUBBING DPEMiIONS. BURNING IS NOi PEAMIiiED. C. REPAIR ALL ACCE55 ROADS ANO SURROUNOING ARE0.S USED DURMG iNE COURSE OF iH15 WOPK i0 iHEIR 2�. 0.5-BUILiS RE�UIREAIENiS: DO NOi USE RECORD OOCUMENiS FOR COrvSiRUCiION � E. �FIOR i0 E%CAVAiING, iHOROUCHLY E%AMME iHE ARFA i0 8E EXCAVNiED M!D/Oft iRENCHE� i0 ORIGINAL CONDIiION. APPLE VLY PURPOSES. PROiECi RECOR� �OCUMENiS FRON OEiEflIORAlION AN� LO55 IN A SEWRE. j.,7 $ELECi $iRUCTURAL FlLL: GRANUTAR FlLL MAiERIAL FOR USE �RIFY iNE LOCRilONS OF FFAiURES INDICNiE� ON iNE ORAWINGS, AND ASCERiNN iHE E%ISIENCE ANO LOCAiION OF PM' SiRUCiURE, UNOERGRWN� SiRUCiURf, CULVfRi, SiRFAM CR NOIIFY �HE VOICESiRFAM 3_9 SELURItt FENCE NORDIC PARK WT fIRE-RESISiANi LOCAiION. PROVIOE ACCESS �0 RECDRO p�CUNENiS FOR iHE T-MOBILE qpOUND AND UNOER SiRUCTURES WHERE STRUCiURAL FlLL MATERIALS NOi SHDwN iHAT MIGHi AFFECi OR INifRFERE WrtH iHf NEW COrvSiPUCiION a. iNE BOitOM OF iHE fENCE SHALL BE 2 INCHES BELOV! iHE i0P Of iHE COIAGOUN� GuAVEL i� iNE SIiE CpN51RUCilON SUPEMISOR'S REFERENCE OURING NORMAL WORKMG HOURS. MAINTAIN A ARE REOUIRED' CONSiRUCiION SUFEIMSOR OF AM' OBSiRUCilONS iHAT WILL �REVENi �1CCOHFlISNNEM OF iHE WOFK-TS CRDSSES FFAiURES SUCN AS DRAIWICE �IiCNES. EiC., iNE FENCE SH4LL SPAN iHE DEPflE5510N. 0.05E iNE SPACE CLFAN, UNDAINGEO SEi Of BWE OR BUCK LINE PRINIS OF CONiRqCi DRAWINCS AND A. MINNESOTA: PER MN DOT, IiEM 304 INqGiED ON iHE �RAWINGS. BELOW iHE BOiiON OG iHE LENCE WIiN E%iR0 FENCE FABRIC DR BNRBE� WIRE fS OiqECiE� Bv iNE i-AIOBRE SHOP �RAWINGS. MARK iHE SEf i0 SHOW 1HE ACNAL �NSiALtAlIDN WHERE 1HE B. PENNSYLVANIA� PER PUBLICATION 408, iYPE 2A G. SEPARAiE NJD SiOCKPILE PLL E%CAVAiED A1AiERIALS SUIiABLE FOR BACK FlLL. ALL IXCE55 CONSiRUCiION SUPEftV1SOR. PftIOR i0 PIACING COMPONENiS SUCH AS LABRIC. MILS, iEN510N WIRE ANp LAiES, INSiALLA110N VARIES SUBSiRNTIALLY FROM iHE WORK AS ORIGINALLY SHOWN. W RK WHICH C. WESi VIRGINIA: PER ASiN 2940-92 E%G1VAiE0 ANp UNSUIiABLE M4iERIALS SH4LL BE �ISGOSED OF IN AN PREA DESIGNRiED HY iHE ENSURE iHAi iHE CONCREIE POSi fDUN�AiION HAS RFACHED Ai LFlSi I59. OF Ii5 DESIGN SiRENGiH OR WS DRAWINGS IS MOST CAPA9LE OF SHDWING CONDI110N5 NLLY ANO ALCURAiELY. WHEFE VOICESiRFAM CONSiRUCiION SUPERVISOR. (UNSUIiAB�E MAiERIAL MAY BE REWIPEO i0 BE FEMOVE� 2.4 GRNNUTAR BE��ING AND TRENCH BACK FlLL WELL-GRADED SAN� CUREO R MINIHUM OL I OPYS M£R SETPNG iHf POSi. 13099 FOLIAGE AVE. SHOP DRAwIUGS aRE USEO. RECORD a cao55-RELEaENCE Ai iHE CoaRESPONOINC FROA1 iHE slrE ) e. Narvisu cArES wirM NECESWtv �nirvGS .wD HnROwPRE. HINCES SHALL aLLOw sW1NC GAiES ro swlNC 18o APPLE VALLEY MN, 55124 LOCAiION ON iHE CONiRACi ORA4Y1NG5. GNE PARiICUTAR AiiENiION i0 CONCEALEO (SW OR SW-SM) AND THE FOLLOWINC: A. MINNESOiA' PER A1N DOi. 3 2 S1RUCiURPL E%CAVRiION DEGFEES- PLUNGER BARS SHAtL HAVE iOP, BOiiOM ANO MIDDIE LOCKING GOINiS WIiH iHE MI00(£ GOINi APfUNGEO ELENENlS iHAi WpULD BE DIFfICULT i0 MEASURE AND RECORO A1 A IAiER �AtE. MPfiK ��EM 603 q. FWNDAiION E%CnvAilONS SHnLL 6E CUi i0 �iRU MAIERinI HAVING n Su£ 6f.WNG vnLUE Of 300� fOft PADLOCKING. CAiES SHALL HpVE KEEPERS ON EALH LFAF iNAi ENGAGE AVi0A1R1ICALLY WHEN iHE GAiE IS RECORO SEiS W1iH RED ERAS4BLE oENpL. USE OiHER COLORS i0 DISiINGUISH BERYEEN B. PENNSYLVANN�. PER A4SM0 �51 a5� aN0 SHFLL Bf FxEf Oi ALL LOOSE Arvp wt uaiEPonlS. ii iHE 60ti0M OF iNE E%CAVAiiON SWUNC OPEN. REPNR CPLVANIZED C�AiING DRMRGEO IN iNE GIRD WIiH IAEiNODS ANO TECHNIOUES AS VqkIAtIONS IN SEPARAiE CFTEGORIES OF iHE WORK. M4RK NEW MLORM4ilON THAi IS C. WEST VIRGINIA: PER WV DOT SECiION 604 �S NOi ��aM nN� Sin6LE, OvEk-ExCnvniE nN nD�itiOwAL �2 MCNES. COMFACi SUB-GRaDE aND f1LL RECONNENDEO BY iHE MANUFACiURER. IAIGORTAN� i0 iHE OWNER BUi WAS NOT SHOWN ON iHE CONiRRCi DRAWINGS. DEiAILS OR 2.5 CRUSHE� $iONE SURFACE COURSE FOR ACCES$ ROM: A. WIiN 12 INCNES OF SELECi SiRUCiURAL fILL � SHOP DRAWINGS. NOiE REIAiE� CHRNGE ORDER NUMBERS WHERE APGLICABLE NOiE MINNESOTA PER MN DOi, IiEM 304 B. AFTEA E%CAVqil01J, iHE E%POSEO SOILS SHALL BE INSPECiEp ANO IESiED AND ANY UNSUIiABLE J1D UNDSCAPMG SRE LINDSCPPING OPERAilONS SHALL BE IN CONFORMM'CE W11H iHE FOLLOWING SPECIFICA110NS: REIAiEO RECORD �RAWING INfORMAiIQ4 nN0 PROOUCi MTA. UPON COMPLEiION OF iHE B_ PENNSYLVANIA�. PER PUBLICATION 008, iYPE 2q DEPoSRS REMWEO AS DIRECiED i0 REACH SUIiABLE BEARINC SOIL ALL OVER-EX44VAiED ARC0.S SHALL 1. AIiNNE50iA: PER YN p0i IIEAIS 658-662, 66I, 6fie, fi)0-6]3 � WORK, SUBA11i ONE 1 C00.1PLElE SEf OF RECORp pOCUMENiS i0 iHE C. WESi NRGINIA: PER WV DOi, MODIFIED C1A55 1 AGGREGATE BE &1CK FlLLED WRH SELECi SiRUCNR,IL GILL OF WRN IEAN CONCREiE fILL i0 iNE ELEVAiION OF iHE 2. PENNSriVANIA PER Pa �Oi SELilONS @]d-806, 808-e1t, BSfi, 864-B65 (� PER SECiION ]04 OR CRUSHED LIMESiONE PER ASiM BOnOM Oi �OOiiuG OR �OUxpnii0rv t5 iN�iCntEO ON inf Dw.wirvc5. 3. WESi VIRGINN: PER WJ DOi SECiIONS 642, 651-655, )15 i-MOBILE CONSIPUCiION SUPEIMSOR FOR iHE OWNER'S RECORDS. 294�_92 C. PFIOF �0 PIACEMEM OF CONt. FOUNpA�I�NS, iHE SURiAtE ON WHICH ME LONLREiE IS i0 BE 2.6 CRUSHE� SiONE SUBBASE FOR AGCESS ROAO: �CED SWIL BE CMAGACiEO i0 A MINIMUM Of 95R Of iHE AfO�IfIED PROCiOR �ENSIIY BY iHE 3.11 SiORN WAiER MANAGEMENi PND EROSION CONiRO� SiOFM WAiEfl MAN4CENENi ANp EROSIDN CONiROL SHALL ' A. MINNESOTA: A45Hi0 5] CRUSHE� LIAfE$iONE MO�IFlED PNOCiOR iESi. ASIM D155]. gE IN CONFORMNJCE WffH 1HE FOLLOWING SPECIFlCAlIONS: sHeErm�E M D. NO FOUNpAilONS OR SiRUCNftES SHALL BE CONSiRUCiED UNiIL iHE BPSE MAiERIAIS HAVE BEEN 1. AIlNNE50iA�. PER MN �Ot iiEMS 20], 60J-605, 6]S 8. PENNSYLVANIA'. AASHiO �5] CRUSHED LIMESTONE MSPECIEO BY iNE i-AIOBILE CONSiRUCiION SUPERJISOR 2. PENNSlVRNIh PA DOi SECilONS 601-604, 610, 612. 615-61], 906. 964-065 C. WEST NRGINIA A45Hi0 X5J CRUSHEO LIIAESiONE J.3 S1HUCiURAL fILL ALL COMPACiED FlLL SH4LL 9E PLICED IN UYERS NOT E%CEEOING P LO�SE 8� .1. WESI NRGINI0. WV p0i SECilONS 662 ANO 655 GENERAL NOTES 2.] CRUSHED SiONE GFANUTAR BISE FOR COMPOUND: iNICKNESS AND COMPACiED t0 A MINIMUM �ENSIIY OF 95% OF iHE MOpIFIED PAOCiOR OENSIiY OBiNNED A. MINNESOTA; A45HT0 �5] LRUSHEp LINESiDNE IN ACCOR�ANCE WIM ASiN D-155I. EN� OF SPECIFlGiION B. PENNSYLVANIA: PER PUBLICATION 408, iYPE 2B 3.4 BALK FILL 0.S SOON AS PRACiICAL ARER COMPLETING CONSiRUCiION 0� iNE REIAiED SiRUCiURE, sHFFiNUmn[x C. WESi VIRGINIA' PASHiO 5� CRUSHE� LIMESTONE INCLUOINC FXPIPAP�N OF iHE SPECIFIE� A1INIAIUH CURING �ERI�� GOR CASi-IN-PIACE CONCREfE. -- B &pCKFlLL iHE E%CAVAiION WIiH OPPROvED AIAiERIAL ip RESiORE iNE REQUIRED FlNISH GRADE. 2.8 UNSUIiPBLE MATERIALS: TOP SOIL, HIGH PND N-1 � 1 � � w w � �� r� PROJELT SPEqIICATION I6000 (ELECTRICAU C. GROUND CONDUCTOR ri PART I: CENERaL Proiecf Soeciflcation 16670 (Groundina) � � o� 7.7 SCOPE' THIS SPECIFICAiION DESCRIBES THE MINIMIIM REQUIREMENT FOR INS7ALL1ilON OF ALL ELECTRICAL Part I: GENERAL 1. ALL OIRECi BURIE� GROUN� CONDUCTORS SHALL BE TINNED SOLID (�2 AWG) WIRE. BURIE� _�� SYSTEMS. GROt1N� CON�UCiOR SHALL BE INSTALLED AT MINIMUM DEPTH OF 36" BELOW GRADE. ~ m w Z 12 REfERENCES: iHE PUBLICATIONS USTED BELOW FORM PART OF LHIS SPECIFICATION. EACH PUBLICAiION 1.1 SCOPE 2. ALL SUB GRADE GROUND C�NNECTIONS SHALL BE MA�E THROUGH THE USE OF E%OTHERMIC r � SHALL BE THE UiESi REVISION AND PDDENDUAI IN EFFECi ON THE DATE iHIS SPECIFICAiION IS ISSUED FOR A. ihis specification prescribes the requirements for fumishing, installation and lesting of the WELD PROCESS. CONNECTIONS SHALL INCWDE ALL CABLE TO CABLE SPLICES, TEES AND AlL � ti� C�NSTRUCTION, UNLE55 NOiE� OTHERWISE EXCEPT AS MODIFlED BY THE REQUIREMENiS SPEQFlED. HEREIN, OR grounding cable, connectors and asso<iated componenls as indicafed on Me drawings. CROUND R0� CONNECTIONS. MOL�, WELD KITS, EiC.. SHPLL BE MANUFACTURED BV CADWELD � w N Z THE DETNLS OF THE DRAWINGS, WORK INClUOED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE B. Appfications of electricol qround�nq nnd bonding work specitied in this specificol include AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. � � PROVISIONS OF THESE PUBLICATIONS. the (ollowing: 3. GROUND CONDUCTORS SHALL BE ROUTED IN THE SHOR7EST AND SiRAIGH7E5T DISLANCES r . W A. ANSI (AMERICAN NATIONAL STANDARDS IN571iUiE) 1. fence ond gote posts POSSIBLE TO MINIMIZE iRANSIENT VOLTAGE RISES. CONDUCTDRS SHALL BE MSTALLED AS � � � B. NESC (NATIONAL ELECTRICAL SAFEN CODE), ULEST EDITION 2. elecGical power syslems FOLLOWS: � � C. NEC (NATIONAL ELECTRICAL CODE), UTEST EDITION 3. ground'ing electrodes A. ALL GROUND CON�UCi0R5 SHALL FOLLOW A CONTINUOUS DOWNWARD PAIiERN TO THE D. NFPA 70 (NATIONAL FIRE PR0IECTIDN ASSOCIATION) 4. ground bus bor . GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) A � E. OSHA (OCWPATIONAL $AFEIY AND HEALTH ADMINISiRAiION), INCLUDING ALL APPLICABLE AMENDMENTS 5, s vice eqwpment B. CONDUCTORS SHAL� BE INSTALLED WITH A MINIMUM OF 12 INCH MINIMUTA 6ENDING RADNS F � F. U.L (UNDEftWRITERS tABORATORIES) 6. enclosures C. WHEN THE MINIMUM BEN�ING RA�IUS CANNOT BE ACHIEVED, GROUND CABLES SHALL BE � ��o ° 7. monopole/laltice tower R�UTED AT 90 DEGREE BENDS WIiH THE USE OF EXOTHERMIC CONNECTIONS AT 90 �EGREES. 7.3 SYSTEM DESCRIPiION B. ice bridge THE IMENi IS TO ELIMINAiE THE CABLE BENO RADIUS AND REPtACE THE RAOIUS W17H AN � �'� i� A. DESIGN REQUIREMENTS: THE CONiRACTOR SHALL INSTAIL UNDERGROUND ELECTRICAL AN� TELEPHONE 7,Z ftEFERENCES: The publicalions listed below form part of this speut�cation. Each publica�ian shaU EXOTHERMIC CONNECTION. i x CONDUIiS AN� CABLE AS SPECIFIED HEREIN AND AS SN�WN IXJ THE DRAWINCS. be the lotest revision and oddendum in effect on Ihe date th'is specification is issued far conslruction, PART III: ENECUTION �� N�n B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE AN� UNDAMAGED STATE. noted olherwise. Except as modified b the requiremen�s specified herein, or the de[ails of the 3.1 PREPARATION AS REQUIRED IN THE CONTRACi DOCUMENTS. unless y �° a A RFA T WHI H R N NN TI N WI B MADE SHALL BE FREE OF PAINT m drawings, work includea in this specificat'ion shall con[orm to the applicable pmvieions of these . ALL SU CES 0 C G OU D CO EC � S LL E , m� PART II�. PRODUCLS publications. GALVANIZING DIRECi CORROSION ELC.. o x A. AN51 AMERICAN NALIONAL STANDARDS INSiINTE B. ALL METAL SURfACES ExPO5E0 ON CROUNDING SHALL BE EITHER COLD CALVANIZE, OR 2t GENERAL � � PAINTED i0 A�AiCH ORIGINAL SURFACE �aa�° � A. ITEA15 SHALL BE NEW AND SHALL BE INSTALLED �NLY IF IN FIRST-CtASS C�NDITION_ B. IEEE QNSTINLE OF ELECiRICAL AND EIECTRONICS ENGINEERS) 3.2 E%AAIINATION. ` / B. SUBSTITUTIONS FOR MATERIAL WILL BE PERMITiED ONLY BY WRIiTEN APPROVAL OF THE T-MOBILE C. NEC (NATIONAI ELECTRICAL CDDE), latest editlon q. E%AMINE AREAS AND CDNDITIONS UNDER WHICH ELECiRICAL GROUNDING AN� BONDING � �/.:� CONSTRUCTION SUPERVISOR. D. NEMA (NATIONAL ELECTRICAL MANUFACLURERS ASSOCIATION) CONNEC�IONS ARE TO BE MADE ANO NOTIFY T-MOBIIE CONSiRUCiION SUPERVISOR IN WRITINC w 22 MATERIALS: THE CONTRACTOR SHALL PROVIOE ALL MAiERIAL EXCEPi AS SPECIFlED IN THE CONiRACi / _r DOCUMENTS. ALL MATERIAL SHALL BE APPROVED AND LISTED BY OR BEAR THE U.l. L18EL, AND WILL COMPLY E. NESC (NATIONAL ELECTRICAL SAFEiY CODE), lofest edition OF CONDITIONS DETRIMENTAL TO PROPER COMPLEiION OF WORK. DO NDi PROCEED WITH v� WITH ANSI, IEEE PND NEMA $TANDARDS WHERE APPLICABLE F. OSHA (OCCUPATIONAI SAFEiY AN� HEALTH AOMINISTRATIDN) WORK UNiIL UNSATISFACTORY CONDITIONS HAVE A. CONOUITS: C. U.L (UNDERWRIiERS IABORATORIES) B. THE CONLRACTOR SHALL NOTIVY iHE i-MOBILE CONSiRUCTION SUPERVIS�R 24 HOURS H. A I ble Loml Codes and Ord�nonces PRIOR TO TRENCH BACK FlLL ALL WORK DONE BELOW FINISHED GRADE SHALL BE 1. ALL UNDERGROUND CONDUIi SH4LL BE SCHEDULE 40 PVC, SIZEO AS SHOWN ON THE CONSTRUCTION PP'�o INSPECTED BY THE AERIAL CONSTRUCTION SUPERVISDR DURING iHAT PERIOD DR THE 6 �' £ DRAWINGS. PART II: PRODUCTS - 2 ALL ENLERI�R ABOVEGROUND CONDUIT SHALL BE PER LDCAL COOE REOUIREMENTS. 2.7 MAiEftIALS: E%CEPi AS OTHERWISE INDICAiED, PROVIDE ELECTRICAL GRDUNDING ANO CONTRACTOR SHALL PROCEED. 3. ALL MTERIOR CONDUIT SHALL BE EMT WITH COMPRESSION-TYPE FIiTMCS. BONDING SYSTEMS INDICATED; WIiH ASSEMBLY DF MATERIAL, INCLUDING, BUT NOT LIMITED T0. GROUNDING 3.3 GROUNO iESiING Q�� N 4. LIpUID-TIGHT FLE%IBLE METALLIC CONDUIT SHALL BE USE� FOR OUTOOOR LOCATIONS WHERE FLEXIBLE ELECTRODES, BONDING JUMPER AND ADDITIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALUTION. A- TME CONTRACTOR SHALL TEST iHE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE -- CONNECTION IS REQUIRED. WHERE MORE THAN ONE iYPE COMPONENT PRODUC7 MEETS INDICATED REqUIREMENiS, SELECiION IS W�TH THE METHODS OF MEASUREMENT SHOWN IN THE FALL OF POiENTIAL METH�D. B. CA9LE5: CONDUCTOftS FOR GENERAL WIRING SH4LL BE NEC STANDARD ANNEALED COPPER WIRE WITH INSTALLER'S OPTION. WHERE MATERIALS OR COIAPONENTS ARE NOT INDICATED. PROVIDE PRODUCTS WHICH B. TEST INSTRUMENTS SHALL OPERATE AT A FREQUENCY OTHER THAN 6D HERTZ AND SHALL NEC 600 VDLT MSULATI�N. COMPLY WITH NEC, U.L ANO IEEE REQUIREMENTS AND WIiH ESLABLISHE� INDUSTRY STANDARDS FDR CDNTAIN STRAY CURRENT AND DC FlLiERS, FAULi CURRENT PROiECTION AN� HAVE SENSITIVItt 1. �8 AN� URCER-STRANDED ttPE, THHN OR THWN iNOSE APPLICAilONS INDICATED. TO DPERAiE A LDW SIGNAL STRENGTH. w� 2 w10 AND SMALLER-SOLID ttPE THHN OR iHWN C. PRIOR TO TESTINC, THE CONTRACTOR SHALL DE-ENERGIZE ALL POWER SOURCES, m �� OISCONNECT THE ELECTRODE CONDUCTOR FROM THE GRDUND RO�, WEAR HIGH VOLTAGE .. 3. CONDUCiDRS IN CONDUIT IN OR A0.7ACENi TO HIGH HEAT SOURCE SH4LL BE iYPE XHHW A. GROUNDING RUBBER SAFEiY GLOVES AN� WILL NOT HANDLE TEST INSiRUMENiS IF AT ALL POSSIBLE. � �? F o . 4. CON�UCLORS IN CONDUITS ABOVE ROOF, ON T�P OF ROOF OR INSIDE BUILi-UP ROOFING MATERIAi 1. THE EQUIPMENT SHALL BE GRDUNDED AS FOLL�WS, AS SHOWN DN THE DRAWINGS AND IN p. CRDUND TESTS ARE TO BE PERi'ORMED BY QUALIFlE� PERSDNS FAMIUAR WITH iHE �� SHALL BE ttPE XHHW COMPLIANCE WIiH NEC ARiICLE 250 AND STATE AND LOCAL CODES. CONSTRUCiION AN� OPERA7I�N OF THE EQUIPMENi ANO iHE HAZARDS INVDLVED. C. CDNVENIENCE WTLET: UNLE55 NOTED 07HERWISE, SURFACE-MOUNTED OUiLEiS FOR EXTERIDR 2. CROUND RODS ANO QUANiIiY SHOWN �N iHE DRAWINGS ARE DIAGRAMIAATIC. THE CONiRACiOR E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PEftFORM THE GROUND TEST AS � LOCATIONS SHALL BE FERALOY, CAD�ZINC ELECiROPIATED WIiH THREADED HUBS OR CONDUIi ENTRANCES DRILLED SHALL PERFORM A GROUND-RESISTANCE-iO-EARiH TES7. SHOULD iHE INSiALUTION HAVE A RESISTANCE OUTLINED. ALL iEST RESULTS SNALL BE FORWARDEO TO THE T-MOBILE CONSiRUCiION '�" �-' ` AND TAPPEO. ALL COVERS SHALL BE SEIF-CLOSING AND GASKEfED. SURFACE MOUNTED OUTLE7S FOR INiERIOR OF 5 OHMS OR MORE, CON7RACi0R SHALL INSTALL MORE GROUND RODS AS NECESSARY SO iHAi iHE SUPERVISOR FOR APPROVAL. LOCAiIONS SHALL BE CALVAWZED, PRESSED S7EEL WITH COVER PIATE, SIERRA PtASiIC SME, NORY COLOR WERALL GROUN�-iO-FARiH RESISTANCE IS LE55 THAN 5 OHMS END OF GROUN�ING SPEQFlCAilONS D. COA%IAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORiS SHALL BE MANUFACiURED TO MEEi ALL COAX 3. INSiALL ELECTRICAL GROUNDING AND BDNDING SYSiEMS AS INDICATED. IN ACCOROANCE WITH MINIMUM BENDING REqUIREMEN75 WAVE GUIDES. AND 81587 FOR 6 WAVE GUIDES. SUPPORTS SHA�L BE PROVIDED MANUFACiURER'S WSTRUCTIONS, NEC�S "STANDARD OF INSTALLATION," ANO IN AGGORDANCE WILH 3'-0" ON CENTEeS. eecocNrzeo wousTar aeacncES To ENSUeE iuni PeDDUC7S COMaLV wiiH eEOUiREMENiS. CLOSE OUT DOCUMENTATION 4. COORDIN4TE WIiH OTHER ELECTRICAL WORK AS NECESSARY TO IMERFACE MSiALIAiI�N OF PART III�. EXECUTION ELECTRICAL CRDUNDING AND BONDING SYSiEMS. CLOSEOUT BOOK CONTAINMG iHE FOLLOWING: g` ' 3.1 PREPARAiION 5. MSTALL CROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FlNISHED CRADE WHICH ENCIRCLES A. BEfORE IAYING OUT WORK ENERQSE PROPER PRECAUTION TO VERIFY FACH MEASUREMENT. THE TDWER AND EQUIPMENT AND ARE CONNECTEO T� EACH ORNEN GRDUNO ROD. CRDUND iRENCH 1. AS BUILT DESIGN DRAWINGS SERVICESB. USE E%iREME CAUiION BEFORE EXCAVATING IN EXISTING AREAS TO LOCATE EXISTMG UNDERGROUNO SHALL BE AT LFAST 24 INCHES AWAY FROM FOUNDAilONS. A� QO6O3A 6. TIGHiEN GROUNDING PND BONDING CONNEC10R5, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE Z SWEEP TEST RESULTS 31 INSPECTION WITH MANUFACiURER'S PUBLISHED TORQUE TIGHTENINC VAWE FOR CONNEC70R5 AND BOLTS. WHERE A. A VISUAL CHECK OF ELECiRICAL AND TELEPHONE CABLES, CONDUITS AND OiHER ITEMS SHALL BE MADE MANUFACTURER'S TORQUINC REQUIREMENTS ARE NOi INDICATED. TIGHTEN CDNNECTIONS TO COMPLY WITH 3. RESISTNELY TESi � 8Y AN T-MOBILE CONSTRUCTION SUPERVISOR BEFORE iHESE ITEMS ARE PERM4NEMLY INSTALLED. TIGHTENING TORQUE VAWE SPECIFlED IN U.L 486A i0 ASSURE PERMANENi AN� EFFECTNE GROUNDINC. q, pHOTO DOCUMENiATION OF� APPLE VLY B. THE CONTRACTOR SHALL NOiIFY THE i-MOBILE CONSTRUCTION SUPERV-TEMPUTES & � 7. APPLY CORROSION-RESISTANi FINISH (NO-�%) LD FlELD-CONNECTIONS, AT COPPER GROUND BARS PROTDTYPES/OL�-HOLD-2/OLD-BU7-HDLD/HAROLD WILBURN CURRENT.dwgPK iI50R 24 HDURS PRIOR LO AND PUCES WHERE FACTORY APPLIED PROTEC7NE COATING HAVE BEEN DESTROYED. WHICH-iEMPIAiES & - UNDERGROUNO CONDUITS AND GROUND RING NORDIC PARK WT TRENCH BACK FILL PRDTDttPES/OLD-HOLD-2/OLD-BUT-HOLD/HAROLD WILBURN CURRENT.dwgPK�r ARE SUBJECTED TO - qNTENNA, COAXIAL, JUA�PER ATfACHMENTS AND GROUND KIT AiTACHMENTS � CORROSNE AND/OR 0%IOATION PROCESS. - ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMETER ON THE BACK PUNE -� 3.3 INSTALlATION 8. ON EXISiINC LATTICE TOWERS, WATER TOWERS AND ft�OF TOPS WHEN A NEW CR�UNDINC SYSTEM IS OF THE AMENNA A. TRENCNING, BACK FILLING, BEDDING AND CDMPACTING SHALL COMPLY WITH SITE WORK SPECIFICATIONS. INSiALLED, THE CONTRACiOR SHALL ilE THE NEW GROUND SYSTEM TO iHE E%ISTING WAiER 70WER, - GROUNO BAR ATfACHMENTS 13099 FOLIAGE AVE. B. DIG TRENCHES TO THE REQUIRE� DEPTH AS SH�WN ON THE DRAWINGS WIiHOUT POCKETS OR OIPS. tATfICE TOWER STRUCiURA1 STEEL OR BUIL�ING SLRUCiURAL STEEL AS iHE CASE MAY BE AL LEAST AT � APPLE VALLEY MN,55124 REMWE LAftGE STONES FROM iHE BOTfOM OF iHE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BDTTOM DNE LOCATION SO LHAT THEY ARE AT THE SAME POiENTIAL 5. SIGNED OFF PERMIT CARDS BEFORE CONDUIT IS IAID. B. GROUND RO�S C. INSTALL UNDERGROUND CONDUIT WITH A MINIMUM 3-MCH i0 100-FDOT SLOPE �R TO A SLOPE SH�WN 7_ GROUND RODS SHALL BE 5/B" DIAMEiER 8'-0" LONG, COPPER CIAD DRIVEN ROD(S). 6. CERiIFICATE OF DCCUPANCY ON THE DRAWINCS. 2. GROUND R0�(5) SHALL BE LOCATED AT THE PERIMEIER OF EQUIPMENT AS TO CREATE A GROUND ' D. UNLESS SHOWN OiHERWISE ON THE DRAWINGS, iERMINATE AND CAP ALL STUB-UPS 12 INCHES ABOVE RINC AS SHOWN ON THE ORAWINGS. 7. RETURN OF KEYS AND/OR ACCESS AU7NORIZATION FlNISHED CRADE ELEVA710N. � E. WHEREVER CONDUITS CROSS UNOER R�A�PoAYS, USE GALVAMZE� RIGID STEEL CON�UITS IN ALL CASES, 3. GROUND ROD(S) SHALL BE SPACED AT A MINIMUM SPACINC OF 8'-0" ANO A AIA%IMUM SPACINC DF g, pRIGINAL BUILDING PERMIi EXTENDING 5 FEET BEYOND iHE EDCE OF iHE ROAD BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET 10'-0'. - BELOW RDADWAY GRADE. 4. GROUND ft0�5 SHELL BE BUftIED BEL�W THE FR057LINE. AT NO iIME SHALL THIS DEPTH BE LESS , F. MARK UNDERGROUND CDNDUITS WIiH A 6-MCH WIDE RED POLYETHYLENE LAPE BURIED 6 MCHES UN�ER THAN 78" BELOW FlNISHED GRADE. THE SURFACE DIRECiLY OVER THE CONDUITS. MARK THE TAPE THUS: CAUTION-BURIED ELECiRICAL CPBLE 5. GRDUND RODS WHICH CANNOT BE DRNEN STRAIGH7 �OWN THE ENTIRE (10) FEET, SHALL BE ORIVEN G. FOR SEALING CONDUITS, USE ONLY NDNiHERMOPUSiIC COMPOUNDS SUCH AS J.M. DUXSEAL, OR AN q7 qN ANGLE NOT GRATER iHAN 45 DEGREES (NEC 250-83 AND 250-84). GENERAL NOTES APPROVED SUBSiIiUiE THE COIAPOUND SHALL HAVE NO EGFECi ON RUBBER OR RUBBER-LIKE INSUUTIONS, 6. GROUND ROD LOCATIDNS SHALL BE NOTED ON THE AS-BUILi DRAWMG C�MPLETE WITH DIMENSIDNS. LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOLUBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE 7, PROVIDE GROUND TEST WELL$ A$ $HOWN ON THE CONSTRUCTION DRAWINGS. w,NCes oF rHe �ocaun. H. CON(IAL - REFER LO NOKIA ANiENNA AND CDAxIAL CABLE INSUTAiION PROCEDURES. sHee.uumaen I. ANTENNA - REFER 70 NOKIA ANTENNA AND COAXIAL CABLE INSU�ATION PROCEDURES. J. WA/MHA - REFER TO NOKIA AMENNA AND COAXIAL CABLE INSUTATION PROCEDURES. � END OF ELECTRICAL SPECIFlCATIONS N�2 ... � . �• � .... ..... ::': City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: SECOND AMENDMENT TO ANTENNA LEASE WITH OPTION AGREEMENT WITH T-MOBILE CENTRAL LLC - HAGEMEISTER PARK In 2002 an antenna lease with option agreement was approved with Voicestream Minneapolis, Inc., for the installation of ground equipment and antenna on a light pole at Hagemeister Park. T- Mobile Central LLC is a successor in interest to Voicestream Minneapolis, Inc. In 2011 a First Amendment to the lease with option agreement was approved allowing Zayo to install ground equipment and fiber optic cable to the site. The attached lease amendment is for the removal and replacement of three antennas on the light pole at Hagemeister Park. The amendment also allows for modifications to brackets, coax, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. Recommended Action: Approve Second Amendment to Antenna Lease with Option Agreement with T-Mobile Central LLC at Hagemeister Park. CBJ:jcb Attachment c: Todd Blomstrom Site # A 1 Q0717A Marke# — Minnesota Landlord Site Name: Hageimeister SE+C4ND AMENDMEl�1T TO L�ASE WITH OPTION AGREEMENT T�1is Second Ametldn�ent to Lease A�reemel�t {i`A�nendment") is n�ade as of the date set �orth below by and between the City of Apple Valley, a Minnesota mimicipal cor�oration ("Lantilord") and T-Mobile Centi•al LLC, a Delaw�re limited liability compauy ("Tenant"). Landlord and Te�lant a1•e jointly l�ereinafter referred to as the "Parties". RECITALS': A. Landlord and Tefiaa�t (ar �s applicable, their respective predecesso�s in interest) entered into a Lease Agree�nent dated June 27, 2002 and First Amendinent dated May 26, 201 ] (incliidii�g any prioramendments, t1�e "Lease"), witla respect to Premises located at 12925 Jol�nny Cake Ridge Road, Apple Valley, Mi�anesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to �nodify a�id amend certai» provisions of #he Lease. AGREEMENT NOI�j, THEREFORE, in consideration of the facts set fUrth in tlie Recitals above, the mutual eovenants aiid conditions set forth hereiti, and for ath�r godd and valtiabie coi�sideration, tlte receipt and sufficiency of whicl� is hereby acknowledged, t11e Parties hereby agree as follows: 1. Installation of New Equipment. Effective as of August 1, 2012, Tenant is hereby allo��reci to remove, replace and install sucli ad�itional equipment as specifically set farth on Exhibit A attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment seT forth on Exhibit A shall be coilstructed and ii�stalled in accordaiice with the plans and specifications as set forth on EYllibit A and in accordance with the i and regulations af Landlord and state aild local laws and buildi�i�, codes. Except as set forth on Exhibit A, Tenant shall i�ot be allowed to rnake any other �dditions or replacenients of any equipn�ent or Antenna Facilities without Landlord's priot• written consent. Notlling co�itained in this Amelidnient shall be deemed a waiver of any �t�ovision(s) ii� the Lease that reyuires Tenant to obtain Landlord's consent for any improvemei�ts or c}ia�iges to Tenai�t's equipmeiit in tlie future. 2. Construct►on Standai•ds. All work to Ue perfoi•med by Tenant and its contractots, agetlts, ancl employees shall be doi�e in a good and workmanlike manner and iti accordance witll the plans and specifications set forth on Exllibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth oi1 Exhibit A witllout L�ndlord's prior written cotisent. Tenant shall pay for all work to be performed upon the Propeity and shall not allow a lieil to attach to the Property. Tenatit sliall defend, indemnify and hold harmless Landlord fron� any and all costs, charges, liens, suits, actions, and �xpenses including but not liinited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipn7ent, Tenant's Anteima Facilities or any other equipment af Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible far all reasonable casts of I,aildlord's inspeciion, i»stallation, project n�anagement costs, review fees staff time, and any at�d all other• fees and eYpenses incurred by Landlord in reviewing and approvir�g Tenai�t'�s application for this Amend�nent of the I,ease. All such fees ��shail ii�clude all attot�ieys' fees, staff and admii�istrative review time and tljii•d party consultant fees and expenses all of which shall be at the eYpense of Tenant. All sucll fees and invoices must be paid by Tenant tc� La�idlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the saille. Any invoices or other stuns owed to Landlord, unde�• the Lease or this Amendmeilt, whicli are not paid by Tenant within thirty {3tJ) days after sucl� sunls become due and owing shall: (1) be a anateriai default under the Lease, and {2) bear iilterest at the lesser of fifteen pei•cent (15°10) per amium or the maxirnurn rate alloweci by law. Tlie terms of this paragraph shall survive the expi�•ation or earliei� termii�ation of the Lease. 4. Failure to Remol�e Tmurovements. Upon termination of the Lease for any reasan, 'I'enailt shall ren�ove its Airtenna Facilities (inclurling all Aciditional Equipment) fi�o��i th� Pt�operty on or hefore the date of terniination, and shall repair any damage to the Property caused by sucli equipment, normal wear and tear, and casualty excepted� all at Tenant's sole cost and expense, whether reinoved by T'eilant or Lazidlorcl. At1y such personal praperty or facilities which are not removed on o�' befo�•e tlze date this Lease terminates shall, at Landlord's option, be deemed abandoned and beconl� the property o� Landlord. In tlie event Tenant leaves any perso��al praperty, ec�tiipinent or any por•tioi� of its facilities on the Property without Landlord's wcitten consent, Tenant shall rein�burse Landlord for the cost of removiiig and disposing of the same. Ten�nt shall be responsible �ar payil�g Base Rent and all other sums owed tulder this Lease until sucii tirtie that Landlord or Tenant t�as removed the Antenna Facilities from the Property, In the �vent Landloi•d atte�npts co collect on any unpaid slims owed by Tena�it under the Le�se oi• this Amendment or Landlord t�rings any other action to enfarce the terms of the Lease, as ame►�ded, Tenant shall be responsible for costs of collection includiiig, bttt n�ot linlited to, attorneys' fees, caurt costs, and expert witness fees whether or tlot Lai�dlorci files suit against Tenant. The terms of ihis Section shall survive the termination ar other expiration of this Lease. 5. Tndemnification. Tenant fi�rther agrees to indemnify, defei�d at7d hold Landlord harniless from any and al) claims, costs, penalties, fines, la�vsuits, demands, and expenses, includiizg attorney's fees and court costs, arisiilg out of or ielated to any negligence or misconduct in any entiy upon the Property by Tenants agents, contractors, 2 and employees. Al� inden�ni�ication obligatior�s of Tenan� as set forth iri the �Lease �nd this Amendmezit shall stervive the termin�tion or expiration of the Lease. Notwithstanding anything ta the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord a�ainst, ptrnitive, indirect, incidental, special oi� conse�uential damages, including, without limitation, loss of inconie or busiiaess qpportunities. 6. Limitation of Landlord's Liabilitv• Early Termination. Landlord's liability for damages tr� Tenant under the Lease and this Amendnient shall be limited to the actual and direct costs of equipment removal �r�d slaall specifically exclude any recoveiy for value of the business of Tenant as a going coiicern, future expectation of profits, loss of btisiness or profit or related clamages ta Tenant. 7. No Waiver. Nothing contained in this Ainendn�ent shall be canstrued as waiving a�arty's right ta insist that the other party comply with each and every �ravision di tlie Lease, ineltiiding, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may instali or replace aiiy e�uip�nent beyontl that shown and identified in the exl�ibits to th� Lease, Exhibit A to this Amendnient and any other a�i;endnients to the Lease. 8. Notice. Teilarit's notice address shall be as folI�ws: 1�-Mobile Central LLC 12920 SE 38� Street Bellevue, �hT�118006 Attn: Lease Compiiance Site # A1Q0401A Lat��ilord's notices shall be sent to: City of Apple Valley Attn.: Gi#y Clerk 710� — 14�`" Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite bOD Apple Valley, MN 55124 9. Catlflict, In tlie event of a confliet between any of the #erms contained in tl�is An�eildment a��d any te��n�s contai��ed in the Lease, the tei��ns of this A�ne�idr�lent � shall goveri�. 3 10. Affiimation of Lease. Except as set forth herein, all terms and conditions af tl�e Lease sl�all remain in filll force and effect. 11. Cot�$tructian. Landlord and Tenant agree that eacli of them has participated in the drafti��g of the Lease, the First Ainexidment a��d tl�is Seco�z�1 Amendane��t (collect'rvely tl�e "Agreement") and #hat the Agreement shall not be construed against the party that drafred it. �3oth La»dlord a»d Tenant ackt�otivledge a�id agree tha# a»y Coeu�t interpreting the Agreement shall not eanstrue any partian af the Agree�nent in favor of or agai►�st La�idlord or Tenant based upon a��y rcife of la�v or co��structioil that would coa�sh•iie the Agreement against the party tl�at drafted it. 1N WITNESS WHEREOr. the Pa��ties hatire set their hands as of tlie date set fortli below. f Dated: CITY (?I� APPLE VALLEY: By: Mary Hamann-Roland Its: Ma}rar Dated; By: Pa�nela J. Gackstetter Ifs: Citv Clerk i�ated: _��,..- T-iV10BILE CENTRAL LLC DSS�i�i �e � r�' .._ '#:.� By� �- ----- � Its: ��, c � �c k-;� � . . . . . . . c�'� d'�t �� ,�, SUSAN MAE STREETS : �; NotaryPubifc � w� ,.,' � ,- M;nnesota MyGanmissbn Expires 113tI2oi5 4 � • 9 PROJECT SUMMARY: CONTRACTORS: VIClNIiY MAP: °�N ""�C ■■■• � 1 V��1�■ oepaR eWO w Twn s nrtmwpoaa uH SITE iYPE APPLICkNT AdeE CONTRACTOR �� w �� sk /�� M �� T Mobil� .: (swm) o�a us-��es �r (�rt) omo ■ � � ■ ■ USA, 1NC. oasnHO �.wNOru� rowen. r-uom� ssc xac . .. '�.. � t«oi roatte}/ew �r (�) wee �«a usa, inrc. SITE MODERNIZATION ""'" °�"""° "�° �'�'"W°°°° "�"� �" $2Y$ NDMN CREIX PIAKNAY y ,�., Ra,� �,�, �,a ,-,s. COHMUNMATIMt EqURMEMf �� SURE 1W �� [SR S At effi 2C tum RIGHf anb AT B�SE OF TOwFR EOiiti MN 6St39 OVERIAND VAKK, NS 68210 �� .�:-'�' -sa RamV� P RIOHI' td staY on Pampfioka� carrt�cr �n� me�xs w. � ��ro (maxr� � sa �� e.aa m.7/r�m SITE WUAE ✓/.�� „�_ � � �art aMo. rt«�w/�m a�r to +�or �, �a��'nManre� HAGEMEISTER PARK StTE INfORMA710N �!U!DLORD PFWNE: 915-�36-7700 � �� IAT: N.7b&75'N T-IAOBII,E /&a lEF! (SOUM) t Laeal BOWW�T&h�.5treelSuM840b TOWFR FN(SINGFR J ��)/��m LEFT (Ewt) Mb CR-3B FAMm,MN.551� SITE NUMBfR LONO: -83.18833'W � �� [uelwdiaWa Rd)/r m pl6tlt (Soulhj aMo EIEV: EXI571N8 6f 011�RS .' �# �� _:' SITE Johnn Cala RIO a Rd/MNs� 14923 JohnnY A1 Q0717A ,��so�x: ,� �;�„ GOPHER ONE CALL �+� ��S CaA+ KIAw Rd. gt Pou6 MN ast2i .,� 3RE MDRESS occuVU+Cro UW.wa+[o. t�Nm�ciOrt io au �e �!kM �' • ZONWO: H/k MWPS.�FORE pWIN01 �� ' �wY �, . �� .� 13000 JOHNNY CAKE RIDGE RD e«+smucna+ rmE: uaHr vaF/co�o r�ar+c: ss+-+a�-oon APPLE VALLEY, MN 55124 v« * � �"� � M � � "* � �' � SS� 47151MIanGeelFPaAwar. SWre400 O+etleM Patk. Raues 66210 Pnone:91343&7700 Fac913d38�77Ti � — — — ____ —.—. ., � — — � ��a� .�. w+� ...a�+. awQ I PROPOSE9 ?-MOBI4E 10'XJO' CNIIST[7t E%ISPNG NOCKEY RiNK UGHIS I � TO REPUCE OIIS'lIN6 57EAL1N GNISfER. � - EXISiNaG LEASE AREA ��/ 2 �yL i N��,��Na� r , �— `�`- E%ISTNC PbRKING LOi� 70 BE PRptlIpED 8T QI11ER5. �� .�y . I I EXISTG3G ICE:�FMK� l� I I I E%IS71AG60'-0'lAadOPOLE I OE9�6NER: Ofl.PftOifITT PROPoSEO T-MO&lE LTf/65M IPi�DEE: \\ , � GtMC KMR1iMfMNAS ) LFADCFJ6E: M.LON¢NB ( , � � � E�SFi�EET�A2 f R�N7iENNA I SUBMITTALS �.'. Mk) RRU PNO� IW. DATE DE6CRIPTIQI BY \�`�, `u .. A )}IqTPoRCCbMRUCiId! B� I E%ISIING ICE !}RIOGE �� I e.erA)/u xarmcccxsmucnw va � � � o m e xmvm rort rrsm iwr \' / \ � NUD��Ai�� , � ON IXI311N0 IGE BRIOCE pifSiS I �' � � I �tiao Nn.a�onm.eiea.nar,u I � I �uusro� . r'� bo�v. �. tx.� w .sRaooin�e.� �r`.rion wcoreaurieue eroe¢onee�«w.uvnee.rcu I E%ISTING EWIPl.IEIR PkD ( .... ,�� ..,. 811E.NJJAE HAGEMEISTER ' PARK ' I � e.�snNC{eaovoseo ( � . I ftA010 EQNPA7EN7 I 9TENUMBQ2 A1Q0717A � ( . � SITEAOqlE39 1300070HNNY CAKERIDGEROAD� ( I ppPLg VALLEY, MN � 55124 SHEETTRE I — ! ' � — — — — — — I OVERALL I— _ —I S1TE PLAN °� °� �' r �� Y 9HEETNUMBER ± COMPCIUNQ SRE PlAN 1 �-1 • � � •Mobil�°• �usn,. tivc. Ninneaveb Ma�ke� W 00 Weat 7Btlt SYee4� Suib � W Eqana, A1M 55479�� . PROPOSED��(i} LTE ANIENNA PFR •�� SECTOR (NR A TOTAL OF S) -�.�� ------ / SSC 82151mfan �Pa�1.waY.5u�4W tTMeM�Pa�k, Nanrdsfi62�.10 PM1One;91349&770D. iac 919-13&7777 A rE ExISTING HOCKEY FINK UGMTS r '� � 52-0 L___ __J . � E%ISPNG I{p�NCY RINK LIG4f(S �� y��..y.r�.�en....y.KwM �� . aN� 111 � �� ' PROPoSEO T-MOBILE 10'%JO' GWISTER m m�vuce ausnus sicun+ cwisrtn. nl NEW GNISiER A18f NE1Y MW1MIq6 FlANCE uwaaw�.w��e III i0 BE PRWIQEb BY O7FIfA5. 111 �L�I ill V' �� m �� J .�= ae.�...�,�, Iq ill m PROPOSFD (4) T-NOBHE 711/S m e�a� secmrs (rak � ioiu or t2) IN Itl Iq 111 m m m m � Ex15fING COAx IOCAlqN4 Of ANIEMIW A4 SNOYIq 4NVE 9FFH ql INSI�E IAONOPOLE � .._— �.� � MPROVED HI CIIIEMM AND/OR qMNI'$ R40p .� . Fl![pIFT7C1 EN9INFHL4. 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T O � 31TENNAE yr � � Iil EOU'.:PIAENT ��.:,;:_.,.,.-- �.�. jj1 HAGEMEISTER �' PARK � wrmwetart m x�rue m xvas sx�r s�rexuee�a �cwotn w nns sar � socanc umww� uutums exo TLt �11GCS. ELEVATION 56 •_0" AIQ0717A ��G��R��A,O,�F._ _ &TEAODAE55 Y P'-0' I3000 70HNNY CAKE RIDGE ROAD ` ,,`'��/ �� ''/� ; �1 \` ` � � y � . � ` � /j\ � 1, APPLS VAI:LBY. MN �� .. ✓ /�. . �� f 1 /, �� S$121{ \ �� .. /,�?�y,� �"`\ F �J ��`��` ,/��/i /�' r sneernn.e TOWER ELEYATIdN & ANTEiVNA PLAN i � SNEETNLIMBER ' I � PROPOSEO TOWER ELEVATION 2 PROP6SED ANTEh1NA PIAN 7 �'� ; I � NSN ConHguraRlon 3_1QP 4Dipisxere ,M,�.��,��,��,, ... .Mobile• us.a, rnic. AfioneapdisllaRS� � BWOWeN7B0� SIree4 Suke 90Q . Com.MN'S343A . ��' Pd AS � �° / SSC DOtYMILT ASSEMBLY � 82251nEia� Crcek PeiMVaX Suile�00 aenana Pancc r,e�ae sszw ae rno�e:sist�eamo Fe�cetaaae-nn iµ.er� �.?�ium�u�re�w"°'°a N EXIS71N6 NIifNFU T � v �� FIb4/N71NG �('IPE � .� �� ra,a � � � � � � .� �.awen �..n,�. . (4). SME 4 1A415 � � �.. tvw.� �� :aw � PFR SECIOR . 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ETMilV7ii3�B EiMT9V��1� ,lETM1BV1812UB �ETFS/8V2&12UB ; ; ' 4 ___ ___.... ♦MI�WY� ... .. � � j... .t.s""_ ._�3 .,�� SIiEAODRESB . �I. DlpiexertComlrinerCaMfguratlon A�� 8 C D�� E F I3WO70HNNYCAKERIDGEROAD i � � MamrvC&,�ws Ma�xvCS+nW9IMarwrreslnW3 � � � �APPLEYALLfiY,MN C�dxaNOdN(7!: DlpNxsr- qqner- Olpla�er- . . fltC1f16VPUe ECC4070NPUB ,ECG1810•VPti9 ' _ .. I� , 55124 .. _ _ " _' .. SNEETTIRE RFDS DATA 6NEETtk1MBER RFOS DATA 1 A t ... � :: :: :• :' ' ' City of AppVa��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: SECOND AMENDMENT TO ANTENNA LEASE AGREEMENT WITH T- MOBILE CENTRAL LLC - PALOMINO LATTICE TOWER In 1999 an antenna lease agreement was approved with APT for the installation of ground equipment and antenna on the Palomino Reservoir located at 7738 - 128th Street. APT has since changed its name to T-Mobile Central LLC. In 2009 the reservoir rehabilitation project required T-Mobile to remove their equipment from the reservoir and place it on the lattice tower located on the same site. The attached lease amendment is for the removal and replacement of nine antennas on the lattice tower. The original lease agreement allows for modifications to brackets, coax, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. The draft plans are attached and the engineering review is pending. Recommended Action: Approve Second Amendment to Antenna Lease Agreement with T-Mobile Central LLC at the Palomino Lattice Tower contingent upon Public Works Department approval of final plans. CBJ:jcb Attachment c: Todd Blomstrom TSite # A1Q0401A Market — Minnesota Landlord Site Name: Palomino SECOND AMENDMENT TO LEASE AGREEMENT This Second Amendment to Lease Agreement ("Amendment") is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and T-Mobile Central LLC, a Delaware limited liability company ("Tenant"). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a Lease Agreement dated April 22, 1999, as amended by that Amendment to Lease Agreement dated January 14° 2010, with respect to Premises located at 7738 — 128 Street West, Apple Valley, Minnesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to modify and amend certain provisions of the Lease. AGREEIVIENT NOW, "I'HEREFORE. in consideration of the Facts set forth in ihe Recitals above, the mutual covenants and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereby agree as follows: 1. Installation of New Equi ment. Effective as of August 1, 2012, Tenant is hereby allowed to remove, replace and install such additional equipment as specifically set forth on Exhibit A attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit A shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit A and in accardance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit A, Tenant shall not be allowed to make any other additions or replacements of any equipment or Antenna Facilities without Landlord's prior written consent. Nothing contained in this Amendment shall be deemed a waiver of any provision(s) in the Lease that requires Tenant to obtain Landlord's consent for any - improvements or changes to Tenant's equipment in the future. 2. Construction Standards. All work to be performed by Tenant and its contractors, agents, and employees shall be done in a good and workmanlike manner and in accordance with the plans and specifications set forth on Exhibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit A without Landlord's prior written consent. Tenant shall pay for all work to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indemnify and hold harmless Landlord from any and all costs, charges, liens, suits, actions, and expenses including but not limited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities or any other equipment of Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible for all reasonable costs of Landlord's inspection, installation, project management costs, review fees, stafftime, and any and all other fees and expenses incurred by Landlord in reviewing and approving "I'enant's application for this Amendment of the Lease. All such fees shall include all attorneys' fees, staff and administrative review time and third party consultant fees and expenses all of which shall be at the expense of Tenant. All such fees and invoices must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the same. Any invoices or other sums owed to Landlord, under the Lease or this Amendment, which are not paid by Tenant within thirty (30) days after such sums become due and owing shall: (1) be a material default under the Lease; and (2) bear interest at the lesser of fifteen percent (15%) per annum or the maximum rate allowed by J.aw. 4. Failur� tu Remove Improvenlents. Upon termination of the Lease f�r any reason, Tenant shall remove its Antenna Facilities (including all Additional Equipment) from the Property on or before the date of termination, and shall repair any damage to the Property caused by such equipment, normal wear and tear, and casualty excepted; all at Tenant's sc�le cost and expense, whether removed by Tenant or Landlord. Any such personal property or facilities which are not removed on or before the date this Lease terminates shall, at Landlord's option, be deemed abandoned and become the property of Landlord. In the event Tenant leaves any personal property, equipment or any portion of . its facilities on the Property without Landlord's written consent, Tenant shall reimburse Landlord for the cost of removing and disposing of the same. Tenant shall be responsible for paying Base Rent and all other sums owed under this Lease until such time that Landlord or Tenant has removed the Antenna Facilities from the Property. In the event Landlord attempts to collect on any unpaid sums owed by Tenant under the Lease or this Amendment or Landlord brings any other action to enforce the terms of the Lease, as amended, Tenant shall be responsible for casts of collection including, but not limited to, attorneys' fees, court costs, and expert witness fees whether or not Landlord files suit against Tenant. The terms of this Section shall survive the termination or other expiration of this Lease. 5. Indemnification. Tenant further agrees to indemnify, defend and hold Landlord harmless from any and all claims, costs, penalties, fines, lawsuits, demands, and expenses, including attorney's fees and court costs, arising out of or related to any negligence or misconduct in any entry upon the Property by Tenants agents, contractors, and employees. All indemnification obligations of Tenant as set forth in the Lease and 2 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord against, punitive, indirect, incidental, special or consequential damages, including, without limitation, loss of income or business opportunities. 6. Limitation of Landlord's Liabilitv• Early Termination. Landlord's liability for damages to Tenant under the Lease and this Amendment shall be limited to the actual and direct costs of equipment removal and shall specifically exclude any recovery for value of the business of Tenant as a going concern, future expectation of profits, loss of business or profit or related damages to Tenant. 7. No Waiver. Nothing contained in this Amendment shall be construed as waiving a party's right to insist that the other pariy comply with each and every provision of the Lease, including, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may install or replace any equipment beyond that shown and identified in the exhibits to the Lease, Exhibit A to this Amendment and any other amendments to the Lease. 8. Notice. Tenant's notice address shall be as follows: T-Mobile Central LLC 12920 SE 38 Street Bellevue, WA 98006 Attn: Lease Com�liance Site # A1Q0401A Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100 — 147 Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 9. Conflict. In the event of a conflict between any of the terms contained in this Amendment and any terms contained in the Lease, the terms of this Amendment shall govern. 10. Affirmation of Lease. Except as set forth herein, all terms and conditions of the Lease shali remain in fu11 force and effect. 3 IN WITNESS WHEREOF, the Parties have set their hands as of the date set forth below. Dated: CITY OF APPLE VALLEY: By: Mary Hamann-Roland Its: Mayor Dated: By: Pamela J. Gackstetter Its: City Clerk Dated: Z— T-MOBILE CENTRAL LLC OSS �h S �� By: ou� -- Its: �� ___ ��e'k�G�� SUSAN MAE STREETS . � _ ' Notary Pubiic Minnesota My Commisaion Expires 1J31�2015 4 � � � � � � �� • T • �Mobile �� e000 wcsr �en� sm¢r su� �oo mlNq MN 55639 SITE NUMBER: A1Q0401A SITE NAME: APPLE VALLEY PALOMINO � � ) � �ew�a�� S ITE TYP E• SELF-SU PPORT TOWER ' TM�E °�.W'"`S �� BEE" .° �, eQFOT .o�.�c ,� ��,xw ■ RNS THAT WAS PROVI ED � ULTEIG ENGINEQ75 DATED 4/13/2012. 2012 MODERNIZATION PROJECT - MINNEAPOLIS MARKET 2 yRTM�ST�RECENTGRFDSPROVIDED UQPROIECTPq: R12.00]00 BY T-MOBILE PRIOR TO START OF oFpwN av: Rvw - CONSTRUCTION. CHECKm BY: W SCOPE OF WORK LOCATION MAP DRAWING INDEX • REMOVAL OF IXISTING ANTENNAS SHEET NO: SHEET TITLE REV: . INSTAUATION OF NEW ANTENNAS . � " u 5 . �' ~^ rc 3 Z ��. �� n T1TIE SHEEf o Ti�'eO i : � �� .$ �� ' ^mrna �xMa�ir tl OJERNL SIIE %AN 0 • INSTALUTION OF NEW RRU�S � � . � ��. C2 ENWIGED 9fE PUM 0 W GED VERIFY OUAMffIES AND ^`�.:. `�` s �. ,b��t. 6 ..... �� py qmp�np uwurs o 0 6�e �2 ISSUm FIXt CONSIRUC1qN • INSTAUATION OF COVP BOXES �ODEL NUNBERS ��" ' �� . �4 �° � � �� c. ��. WITH MOST RECENT �� y At 5� ElEVnnaN o e e ts tz isum rors n�w • INSfALLATION OF RRU MODUIE RFDS SNEET -�° �.� �¢� �� p, 1� '�, �� z � � �m si ccnmri nmes s om�as o � e ai t2 55um Fat nEVEw u:• . �� A4 i t �9� ,� � FF-1 XiUS SXEEf 0 pF/ M1E OE9PEPIION . iwsraunon Nveaio cne�s � _ �` ��` " s . � � � RF-2 RfDS WIlF1GURRIWN 0 � � d,��,. ' � �'�� t .- om�'! �un �ewa,�ir. � ��`''�+arq, .... �' �y� '�co'm�°a+�xr.°w'�wr10� �cicm° s .'. °...-.' .. tYPF�� SITE INFORMATION �;'�" � 9 � �" �� ,,� W . ,�, �,,,,,,�,�,,�, _BM � <" * f?�rk ,_.� • .�� . �iivc�ori �IIY�glll.� SITE ADDRESS: 7738 128TH SfREET WEST. '�.� �+qn �+rwkAre � i �.. � ��NNESOTA� P M ava� vn��r, Mrv ss,za ` Po�" ' CODES AND STANDARDS w,E � e-,a-,z �,.,,,a9es ^^^�� `� $ � �"�SITE �� ALL CONSTRUCTION SHALL COMPLY WITH iHE LATEST ADOPTED SITE NAME: APPLE VALLEY (PALOMINO) � �` � ¢ � � � ��si.w .�.. /1�� .� �} ,. }' yy��; EDITION OF 7HE FOLLOWING PUBLICA710N5: i SIiE NUMBER: A740401A . . : ` p �'. H c �� ^& q'+v d o- "� 1. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERWSJ �. � �rq, �. "«�v' . °°^� c p " c4"m'.ro 2. ACI (AMERICAN CONCREfE INSTITUTE) MPLICANT: T-MOBILE . 3. AISC (AMERICAN INSTITUTE OF STEEL CONSRtUCTION) 8000 WEST 78TH STREET. SURE 400 y ,j' f � !�,{� �q � � .. �+ 6. AWS (AMERICAN WELDING SOCIETY) EDINA, MINNESOTA SS4S9 � '•to: >� �.� � � Ci° $ 5. IBC (INTERNATIONAL BUILDING CODE) � {. � ',,..ryy�,:' . _ � 9 ' �++ 6. MDOT (MINNESOTA UEPARTMENT OF TRANSPORTATION) LATITUDE: 44.78535 (PER RFDS SNEET) �"+k�.aw0�' ._�'=�__�'. � ;� $° R . r: �3�sr�w f isnn�� 7. ANSI (AMERICAN NAl10NAL STANDARDS INSTINTE) ,� yy3A � . � ;� 4�.,,�� 8. IEEE (INSTITUTE OF ELECTRICAL AND 0.ECTRONICS ENGINEERS) LONGITUDE: -93.22466 (PEFE RFDS SHEEh �md 5�� . �� &� '' ..:. . � taarou�ro� � � � .�. � 9. NEC (NATIONAL ELECTRIGIL COD� q 10. NEMA (NATIONAL ELEC7RICAL MANUFACTURERS ASSOCl4TI0NJ A1Q0401A �� `� 17. NESC (NATIONAL ELECTRICAL SAFEfY COMMISSION) APPLE VALLEY (PALOMINO) . ._ .:: � cows3d. ,. �. IF USING 1 1��x1 7" PLOT, DRAWINGS ��"��" - ^�"�"" `° °=�'*"`"� � �" � ° 12, OSH4 (OCCUPATIONAL 54FEfY AND NEALTNY MMINISTRA710N) WILL BE HALF SCALE 14. APP IACAL CODES�AND ORUNANCES ��38 128TH STREET WEST APPLE VALLEY, MN 55124 NO SCALE SITE QUALIFICATION PARTICIPANTS DRIVING DIRECTIONS DO NOT SCALE DRAWINGS SX�. � SUBCONRGCfOR &VLL YEIUFY NL RANS R OIISTNC pMFN510N5 R CONDIfI0N5 ON � COMPANY NUMBER DIRECTIONS FROM MINNEAPOUS T-NOBILE OFFICE: TME `� �ppE� M�IX � W�OR�K O�R�B� �qESPoti�&�E�F�R YNE�� TITLE SHEET A/E IS44C ODLAND ULTEIG ENCINEERS 763-571-2500 TAKE I-494 EAST TO MN-77 S. TAKE THE PALOMINO DR. EXR TOWARD 127TH 5T. TURN RIGHT ON PALOMINO DR. T-MOBRE CHRIS MNLLER T-MOBILE 612-701-2069 TAKE THE FlRST LEFT ONTO PENNOCK AVE. NRN RIGHT OMO 128TN ST. W. DESTINATION WILL BE ON THE LEFf. � TOOBTAIN LOCAiION � PARTILIPANTS UNOERGROUNO FACILITES PM � BEFORE VOU DIG IN MNNESOTA, CALL GOPHER STATE ONE CALL SHFFf NUMBER TOLL FREE: 1A00-353-'1168 OR BU0.L KEN NIELSEN BUELL CONSULTING, INC. 612-638-8726 � FAXALOCA7E:1800-298d987 T1 PM a� 1. INFORAIATON SHOWN IS 6�SED ON IXISTING CONSTRUCTION Dk1WINGS AND A SIIE AUDR COMPLEIED , I I � BY OTHERS. , ' 2. SEE RF PAGES FOR PROPOSm ANfENNA. EOUIPMENf i I I � T�� e � • AND FEEDUNE INfORM�TON. i i 8000 WESf ]8TH SIFEEf SUIIE l00 mINA, MN 55�19 — __ — __ — __ __ _J I __ r.—.—.—.—.—.—.—._._.�—.—.—.—.�—.—.—.—.—._.._'—'_—'—'_'—'_—'—'_'—'_'—'—'—'�—'—'_'—'�—'—'—'—'—'—'—.—'—' EXISTING ACCESS .� / � r � FOAD � � � E%ISTINGIi � Z. � 5 /,' �� GATES � I I I � II � / � � �i � J G 5 ' I � Z r y f � � I I A�i...n ,00 u�w, sa� I t+ s ExisTiNC r-MOei�e /� / � I ~ ACCE55 EASEMENT �� ae..�++..wi.y.�o � ��.� ��/ i �I w m I � � .� { �\ j � % �- � 5 �✓ ' ,� j % ` l � � � �. + S � � � �� ua rHOaecr rw: niaoo�oo I I ' /� // � iI DRAWN 9Y: RPW % I � � I E%ISTING Ii CHECKm BY: UO � i V� � j � NEXTEL �� I I EXISTING T-MOBILE BUILDINGII CONCRETE WALKWAV�' � I � exisnNC Pn�oMiNO ; � I � j� � i RESERVOIR � I � � � i I � i J � EXISTING � � � TOWER I I i � i � EXISTING MRC . i ' � � BUILDING � I � . f � �\ � I�� r^ l � � 0 6 tp 12 RSUm i91i CONSfHUC110N l i �' V 5 (\� � � i B 8 13 12 11511ED �ON HEYEW ExisriNC �� n e m iz ssum Fnrs xe�w � HnNORai� I �� j I o"e o� I � exisriNC I '��.J � II HANpRAIL EXISTINC I I � O L4DDER I E%ISTING i -l � O � �TRANSFORMER Ii ac�ao mwwu a��utam � I � /' �� ww•a�,o�mx o /`� rE�co � "".• m r a anu w o�m I �' .�w�ma�a �mS uoo� �"M ws"� I I r~ I � �!- EXISTING � � ydreor MINNESOTA i Z V 5 . \ / i T-MOBILE � I 6-18-12 � �p,47985 I J E%ISTING �\\ CONCRETE PAD I i MICROWAVE � � a� s p oisH � �'.�Y�� ,�ZU. �i./,� I EXISTING T-MOBILE I I I j wnvecuioE Baioce �j � I EXISTINC EXISTING T-MOBILE � � II II I I � HANDRAIL � LEASE AREA I I� I i r 'I I II � J ' Z + S �—__ _J I ^ � �� s Exisrwc riMeeR I I � /� ReTnwmc wa�� i A1Q0401A � I t± �' V 5 I I � APPIE VALLEY (PALOMINO) I I � II 7738 128TH STREET WEST I i � i APPLE VALLEY. MN 5512� I I I I � � I � r^ � I� s�er mi.e � I Z' t* 5 � I � L* S j OVERALL SITE PLAN � o � �� , 1 i i SHFET NUMBER � � C1 EXISTING OVERALL SITE PLAN scue �/az•-r-o• �: COMRAC70R TO ROUfE PROPOSED XYBRID CPBIE FROM GROUND EQUIPMENf UP TO PROPOSED PMENNAS. (FlELD VEPoFV ROUTE) � /� ) (FOLLOW IXISTMG CWJ( CABLE ROUTE) r� ; Ex�ST�N° SE�F , • T••Mobile � � �, / j SUPPORT TOWER r / � � � 8000 WESf ]BtH $TREEf EXISTING GABLE / � /// � EDIlU, MN 554J9 L4D�ER FOR j � � COAX CABLE / � /' � � EXISTING� ,^�� SHE�TEft � i �, // � % / � � %, � � ] i i� � � � � � � ExisnNC r � �� I �/ ��',:"�;��A�o� WALKWAY i � � �i � � . � so_ �,yi<Anom miir.a . �w, sw� � � I � � � � � � I EXISTING� % ' /� e � �s"E�TER j un vRaECr No: niz.00�oo I � i I ' � OMWN Bf: RPW ` � C. � �\\ � � � CHECKm BY: UO EXIST7NG� �� wnrea � �� \ � exisnNC Te�co�� TANK I � / � � �� / \\��'�� P � CANfRACTOR TO ROUfE �� I PROPOSm HYBRID CABLE � �.�� FROM GROUND EGUIPMQJT / � � UP TO PROPOSED AN7ENNAS. J o e ie iz 5sum rve eonsmuenox (FlELD VERIFY ROUfE) / e e � tz isum ran nEwev � (FOLLOW IXISIING COA�t �iSriNG �� e e m iz asum eare Ae�w COA( � � �� TRANSFORMER � a � / a nF/ oEY� . � � � µ/a �OOL�N4M.Ip! � `�` % y T /ro 11E IuWD 019£12 ,'y, i" � �� ., �, ,r � � * .ro n«. � -� , �, , , rr .� � � �`"�'� ; „ � ,,,� ,� ; � � . r � a MINNESOTA EXISTING� I � REAINNG WALL i LINIKTENTRVTGAEAN u¢ 6-18-12 �,�,47985 �c... iiiii c.. �iii� c. ` iiri WATER ��,_ � iiii________� ' WITH SNOW GATE .,�,. /J,�� / TANK a � \ i `\ // � � � \\\\\�� —.-� �` - .-i� EXISTING� \ � � I � WATER � TANK EXISTING T-MOBILE 'I \� � �' � o w � WAVEGUIDE BRIDGE EXISTING CHAINLINK � � �� W Q I u w FENCE i � 1 .I 4 o A1Q0401A __ I, �' - i I 55 i o APPLE VALLEY (PALOMINO) � ExisriNC I �Ij Er �I' �� raoa°S�o P°w�t Moou�s 7738 128TH STREET WEST ICE BftIDGE A�OUNfED TO PROPOSm 4Y SCH. APPLE VALLEY, MN 5512{ � ANCl10RED TO EXISTING EWIPMENT PLAiFORM �� ' I I Ex I�� (CONfRACTOR TO FlELD VQtIFY LOCA710N) � + � I � '—_ '— _—__J PROPOSED COW BOX si�EE7TitI.E I � MOUHfED TO VROPOSm 4Y SCH. BD ENLARGED SITE PLAN �,-✓ PIPE (BELAW PROPQSED POWER MODUIES) t4'-o" FENCED nREA (CONTRACTpR TO FlLED VEftIFY LOCA7qN) -� is'-o" �FasE nREn SHEEf NUABER .. CZ ENLARGED SITE PLAN wuF: 3/�e• _ i'_o• � � CON7W�CTOR TO ROUfE PROPoSm HYBPoD CABLE AS OF 7HE DAIE 7HFT THESE CONSTRUCTION DRAWIHGS WERE COMPLETED, AS INdCATED BY THE DATE FROM GROUND EOUIPMEM UP TO PROPOSED AN7ENNA5. IN 7HE ENGINEER'S CERfIFlG710N BLOCK, A STRUCTURAL ANALYSIS HAS NOT BEEN COMPLEfm. � �� 7HEREFq2E. ULTEIG QJGMEERS IS NOT CERTIMNG 7HE SiRUCNRPI ADEQUACY Oi THIS TOWER TO • T�� Mobile (FOLLOW DfIS71NG COAX CABLE ROUIE) SUPPORT TNE EX15fING AND PROPOSED MffENNA PND EWIPMINf LOADING. �� e000 w[sr �erN srn¢r suiTC aoo EpINq MN 55439 � SECTOR i SECfOR 1 aziMUrH = o' (6) PROPOSED ANTENWS TO ; s_ 6e EXISTING T—MOBILE REVLACE IXISfING MlfENWS �,�,,.�A�„�,_ , ,,,,�. , ANTENNAS i0 BE REMOVED (IYP. 2 PER SECTORJ . en..,,,,..w�an.com (SEE DETAIL B/S1) A1 Ai A2 A� LTE UMTS GSM a2 ua vrsaecr no: niz.00�oo OftR�Yfi B'!: ftPW CNEGKm Bf: UO TMA MOUMm BEIiMD UAffS ANTENNA ('IYP. 1 PER SECTOR) (SHOYM HERE f'OR CLARf1Y - SEE DEfAIL D/S1) ExISrING SELF SUPPORT TOWER EXISTING SELF SVPPORT TOWER o a�e u rssum roa cousmucnon e e � is issum �on �w A 8 01 12 55Um F9R REVEW (1) PROPOSm TOP � p° '' E ° COVP BOX MDUMm TO TOWER LEG. .xe saao awn�o n� wxccr amm (FlELD VERIFY MOUNfING LOCA710N) mNwn. xm M�urtvo aa¢nc (SEE DEfAIL C/St) 1 OF°'� � ""` "' r � � C2 C2 �� GSM MINNESOTA a 6-18-12 �,,4�985 - � .�,,. /1.�� . 61 C3 � UMTS B� UE SECTOR 3 SECTOtt S . AZIMUiH = 260' Ct �� PROPOSED RRU'S B3 �� MOUNfED TO TOWER LEG � UAf15 SECTOR 2 �• �� g� �� SECTOR 2 AZIMU7H = 120' � PER SECTOR) BZ (SEE DEfAII C/51) � A1Q0401A (.'$� APPLE VALLEY (PALOMINO) . 7738 128TH STREET WEST (3) PROPOSED AMENIUS AND APYLE VALIEY, MN 5512! PROPOSED MOVNiING PIPES (IYP. 1 PER SECTOR) (MIDDLE ANfENW1, 1YP. a.� secTORS) (s� oera� o/si) sr�r nn.e EXISTING T—MOBILE EXISTING T—MOBILE ANTENNAS TO BE REMOVED AMENNAS TO BE REMOVED ANTENNA LAYOUTS SHEEf NUMBQt C3 EXISTING ANTENNA LAYOUT rar ro scu� . pROPOSEO ANTENNA LAYOUT Nor ro swtE CiRIU:TIRU uMC• ExISTING ANTENNAS AS OF 7HE DAIE 7HAT iHESE CONSIRUCTION DRAWINGS WERE COMPLEfm, AS INDICAlED BY lHE DA7E IN THE ENGINEER'S CERTIFlG710N BLOCK, A 5fRUCfURAL PNALYSIS WS NOT BEEN COMPLETED. 7HEREiORE, UL7EIG ENGMEERS IS NOT CERTMNG THE STRUCNRAL ADEWACY OF THIS TOWER TO � T�� Mobile � SUPPORT 7HE IXIS7ING AND PROPOSED AMENtN AND EQUIPMENT LOADMG. PROPOSED T—MOBILE PROPoSED 7—MOBILE gopp y�e5r �em 5iq¢r ANfENNAS AMENN45 SUrrE �00 �$: � � EUIH1 MN 55439 1. REFER TO RF PAGES FOR PROPOSED ANTENN4, EOUIPMEM AND fEmLINE INFORMATION. EXISTING 2. REFER TO PM:E 51 FOR PROPOSED ANfENNA AND EQUIPMENT MOUNfING DETAILS. nNrENNns (nP.) 3. COM'RAC7DR TO U�ILYLE IX6TNG AMENNA MOUNfING PIPES i0R PROPOSW MJfENNAS. (7YP. ALL SECTORS) � CONiRACTOR TO ROUfE PROPOSED HYBRID GBLE � � EXISTINGRESERVOR �M GROUND � EWIPMEM UP TO � PROPOSED ANIENWIS. i. CONfRACTOR TO UfILRE IXIS7ING ANfENNA (FlELD VERIiV ROUfE) MOUNTING iIPES FOR PROPOSm ANIENWIS. (FOLLOW E705iING COAX (7YP. ALL SECTORS) CABLE ROUIE) ..�..�, , �°w�-�.,. EXISTING . UQ PROJEGT N0: R12.00100 MW DISHES DFRWN Bf: RPW CHECKm BY: WO EXISTING SELF SUPPORT TOWER . 0 6 1! 12 ISSVED i9R CON5IRUCIION 9 8 t2 12 IAI&D FOR REVEW A 8 01 12 55UED FOR PEVEW IRV CNE YEX�IINI O E TE Y�hCV 019RTE. '' 9 11NT I�ill� WlT I1R1164D '. � M 11IC . MINNESOTA� . . ph � 6-18-12 � �y47965 .. ExisriNC �� Mw oisH a�n' � ExisTiNc LADDER (2) PROPOSED POYIER MODULES MOUNTED TO PROPOSED 4'� SCH. 80 PIPE ANCViORED A1QO4OlA TO IXISTING EQUIPMENT PUTFORM. (COMRACTOR TO FlELD VII21FY LOCAIqN) ExISTING T-MOBILE EXISTING T-MOBILE APP� �A«�" (P��MINO) cPS nNrENNn wnvecuioe erzioce 7738 128TH STREET WEST (ANTENNA J�1) APPLE VALIEY, MN 5512! PROPoSED COVP BOX MOUNfED TO PROPOSED 4'0 SCH. BO PIPE (BELOW . sH�r n�n.e PROPOSED POWER MODULES) (COMRAC70R 70 �FlELD VERIFf LOCA7qN) SITE ELEVATION E%ISTING T-MOBILE EOUIPMENT SHEEf NUMBQ2 .. A1 �! SOUTH ELEVATION nor ro scxc ''��. I N0�5: i. CONTRACTOR TO REFER TO MOST UP TO DATE RLOS • T�� Mobile �• . SHEET i'OR EXACT QUANTITIES AND MODELS. � 2. CONTRACTOR SHALL FlELD VERIFY THE INSTALLATION 8000 wESf 18ni SmEET LOCATION OF COVP BOX AND REMOTE RADIO UNITS (RRU'S) �� AT ANTENNA ELEVATION SUCH TO NOT CREATE A TRIPPING EWN0. MN 55�J9 E%ISTING MOUNT PIPE N�RO OR INTERFERE WITH AMENNAS dt ASSOCIA7ED (MUST BE MIN EOUIPMENT. 2-3/8" O.D.) 3. CONTRAC70R SNALL FIEID VERIFY THE LOCATION OF (CONFlRM REQ'D COVP 80X AND EXCE55 FlBER BOX ON EXI571NG T-MOBILE LENCTH PRIOR TO EQUIPMENT PLATFORM. INSTALLA710N) � 4. PROPOSED RRU'S SHALL BE MOUNTED SUCH TH4T THEY ARE ACCESSIBLE FOR NAIMENANCE. 5. CONTftACTOR SHALL FlEIA VERIFY DISTANCE BEiWEEN � PFtOPOSED COVP BOX AND PROPOSED RRU'S TO DEfERMINE � REOUIRED FlBER JUMPER LENCTHS (6' k 15' LENGTHS � - AVAILABLE). - 6. IF JUMPER LENGTHS REOUIRED ARE > 15', MULTIPLE '��+a , m..,�i, s,�� HYBRID CABLES @ COVP BOXES ARE RE�UIRED. �- �� (CONTRP.CTOR TO VERIFY �UANTITY OF HYBRID CABLES & DEaul - r+Or uSED r+o SW.E A COVP BOXES REQUIRED TO ACCOMMODATE ALL SECTORS. 7. CONTRACTOR TO PROVIDE AND INSTALL APPROPRIATE PIPE . CLMIPS AND MOUNTING OTHER HARDWARE PER UQ GROJEGT N0: R12.00100 GENERAL NOTES . nowuFncruaE's aECOMM�onnoN (vEaiFV wirH R CONSTRUCTION MANAGER) �� ' � 1. US�IxG� At�0.L RN QliRl�lE� NL � SLLEx 15. COMI� ux�WUr�A, uN4VE rqr x�am� � CHECKm BY: UO 8. CONTRACTOR TO FlEID VERIFY THE STRUCNRAL CAPACITV �oxs61E Fox 4L CoxsimlL�qx �iMA. uEnaW. wnr+ as�awn mME nw+lncE. r r�pac 4�Arpam, AND IMECRITV OF IXISIING MWN7INC PIPES PRI012 TO �i� aae�aucs. onoaourES w�o aaexrs rcx cooimrwnw n eu ee ass�o iws �e a xo oshxnox m me CONSTRUCTION. �u wmu+s a nc �romc uum n� mnm�cr. ona� xn+is u¢ xioom ro siwn � vm r�.su�r or me msx. wnox wonrwmxs wr ee ir�aw[o �s wxr a nc caxmrc,on svu xar ixe aoe s� ro�.xw nc or nc ��umc. � smv[ oF r�wK �ru oasm,e aae s¢ carmimrs xcwonc. wrt xm wreo ro r.caw+rx c�c�wcw. ie. rxrsnrw ac�a�roHS ,vo inanows ro�.anm swx e[ SflmCE uO P'EnNl WOIplNlpx. MEY OfFR ApM liMISE SlpWtl dl TIE PIMIS. T& � J. 11ff Wx�w�Cmn FuLL WaA'.YL WSrtI� WMnqxS Iif10 O11F115101l5 PIa011 10 A16M111XC HS 90. IllY IIOOi1CI�110N5 pN 9E 11IDE 6EFiJIS YRaC�MC Y�IN dSf:IrtvMw1F5� CN1i11L�5 OF WKSGB. flC. SIWL 9E 111E �/pUt. MPOMm N 1XE QIGI11FDt BFiDI£ P�L'fmNG'NIM n� wpwc ��. � y�y,.Hp �� p� TME p� PROPOSED uc ooxsoo+m wxsmucian srw+oums. v m[ ANTENNA 1. TIf WNM�CIart s��LL r�ro1ECr ALL IAfAS iPOY dLI�CE Wx�wc�ox xB alESr�oxs �'V/�Ir+c �x[n oucr uPr1rw. x �, � � � � � ��. � � �e[ rvomm mrt curmumra e6oxc �T�� PROPOSED �' O.D. e s�z ix rssum cat Aencw swi ff iu�EOUrtir sawun art �cm ro ne ♦ a oi iz rssueo rors aen[w ansv,¢noH av ne mw�r ort ewwxm wnm. an ie. ixc �crox swu vawnE ru rECe;wrc ewcimc. MOUNTING PIPE (WNFlRM ownw5 �su+r�m[, nr m� ow� a� ewaxc, rw+�+c, ww:ws an m�xn swwnr van su REQ'� LENCTH PRIOR TO � wre ummnon comm.w ox. rnwu+ �s xeawexe n�c sx� INSTALLATION) (TYP) s. m� anmicmn s�uu e[ r�sormac ron. u+o suu iv. an �vmv+m nurs muu a irtnr ix � w.w eoz uo (CONTRACTOR 10 CAP BOTH � on n[�or. r'r r�x. rvmvm. ax iwfema+ sxui ror ae uso er rama[n. wx wHSmucnw grs ENDS) w�tnuis ox wwrawm�w a+ �xr ouwce xwu� suu zxwi �.m s�ue xsvnwr.nor,. me wr�mi,c�an avui mi avu �vac�a wmnx ac run ,�+ n� caiwrna+,wo wso uuxr�x w c000 mr+oimn. a+c w�o�re sn a �cm+w¢e a ixc wowe uxow n�rs wxmwcr. w�xs wm� �u ravisa+s, boea �xo cwxcE a+oeas nre wx sv.semox mE vrm�rsF �r ,ui rures. n�esc rne ro ec urwm irvc e. n�e amwerart swu nwwe su wearsx �xn wse cu� a n� .ae swewwrmHmir �i+�o�i� �hTM� � � a�� %�. � � �E PROPOSED ANTENNA DETAIL smcr coH .� am Jae aFI»+o n�nawHatt MINNESOTA �+�+• �� +-�> ��+ (TYP. FOR LTE dc GSM ANTENNAS IN ALL SECTORS) N0 � B - 4d1 °` a woia. ru �s aa ro ae i.esr m � awou n&m TMA MOUNTED TO 6-18-t 2 �47985 EFT COtdIqN �T T1E QID OF iN.M dY. � - ANTENNA PIPE AT sw� wee�wm � an+ofs vrmremr PROPOSm UNNERSAL UN7S AN7ENN4 ONLY. �� 'j�� W� �� E'�'� ADJUSTABLE SLOPE PIPE (1 PER SECTOR) raavearr a nx orm[a ro aadrui capmim' ors e[mn. NOTE: B. rt 5Na1 E nE PEVaN9BRlrv af 11E mMPItTOR To MOUNT (SITE Pft0 PART � �7YP) Wd,i[ ny [psnq ywnR. rmEmEn aawn �[aan flEIA VERIFY MOUNTING IOCATION �� PROVED a+ �. � ro��T �� TME SUCH TO NOT INTERFERE WITH EQUIVALENn �� '� � � �� EXISTING ANTENNA MOUNIS. (TYP. 1 PER SECTOR) nw�cwun or un.mES aw on[n rnovom' nvawm m conainraaa xm� n� o�cunox or aaa�. e � �� xME n� .a s�vno�ss�uo PROPOSED RRU's uxm mc we re canu�m w+ aaas i.aa ./zao� ux (FRiG/FRIA/FXFB) rrpoup�s e mo� w sr�h eu�c caa[ (iyp) (REFER TO ia wi mxsmucnax wow� s�uu aoxromi ro nc �.e.c. .vo RFDS FOR EXACT . . ptsmw�i� co�oES. �' �� QUANTIN/MODEL) EXISTING TOWER LEG A7 Q0407 A tt. nc mmwsmn wm � suamNm�cmns swi. cowx APPLE VALLEY (PALONINO) v r s�mK �� "0N5 amar� s` a rau mw� 7738 128TH STREET WEST s�rtrc (csW rew�ms. m� ro mc cwrs sccnox a TMs �� AVPLE VALLEY, MN 55124 iz mE wxm�we wu wwx ,wo wr 1vn um auwirs. PROPoS W TOP COVP BOX ucwses uro msn[enons nec¢asnrc ran vmronYw+ci MOUNTED TO TOWER LEG. � Oi ME WORK MA NCLWE 11qSE N TIE NST Oi 11E � ro �� ('IVP (7) PER SECTOR) PROPOSED PIPE � PROPOSED (CONFlRM LOCATION W/ CLAAIP AND pp�7Eryryp SHEET nn.E "� � � ,Y � � � � � �• RFDS AND SITE MWMING HARDWME (rrn) GENERAL NOTES en��"'�rm.o� �"s�rrrax.u�''ir ra v.�'oo �h P � / �� & DETAILS ,rrv wmws as-s� ax cc�sau wrr ar�aiaucnon SHEEfS) um� n� r�r a a�vnnc os�wmar,s wae eeu+ YEWflm IGVNSf �LIIYL FlfID pYQ19MlS. SHEEf NUMBER 14. WNIPI�NF 9WL NOIIfY TIf BiCNFFR Oi IMY CIXIFlJCI4 dl 0@� M'11NN 1NE CONIWCf OOCUNFMS N1M ;� � �� ,� Flm �� S 1 °�"°"'"` �` �" a PROPOSED REMOTE RADIO UNIT (RRUI DETAIL PROPOSED ANTENNA MOUNT AND EQUIPMENT DETAIL (TYP. AT ALL SECTORS) NO5C1 C (TYP. FOR UMTS ANTENNA IN ALL SECTORS) N0 � �� 1. THESE DRAWINGS HAVE BEEN PREPARE� IN ACCORDANCE VATH THE T RFDS SHEET THAT WAS PROVIDEO TO 1'^:��(1 �, �'.. t�qortMrms� .. dpWfe �.. N4M/�DSfaml: gpy��.:.µ�p5 ��.VhNt Pnn�NFDS 8 ■ e l' �� Mobile �• U�TEIG ENGINEERS DATED 4/13/2012. 4 Gmb �� '� R�D5 oxauqps �� 2. CONTRACTOR SNALL CONFlRM ALL. ..:: "�: �. .," :..#��. .; �... . 9000 wESi ]8n1 SrnEET PROPOSED RF DESICN INFORMATION �:... �: .;:. f .�. „� :�.. �. . fWO �. .. ..�... . EpIWI, MN�439 WITH MOST RECENT RFDS PROVIDm "' - �'� �� "�"' "" � . BY T–MOBILE PRIOR TO START OF .�' }... . : ... . �. . .. � CONSTFiUCTION. ... .. f. .,. , � .. . �.. zs.. . .�. ..... conflpvWOnryq: CeMa[a6ontB�. �� LII+JX SaN�mTyps:iwnrTCp (AMnMMiNIULaRUy. - �N � 1 1 iM � � Dn1e�ePxY�WP Aibnw R/O Ceds � �y _ _ _ eepaYe ��^ e�. wv.w.w�ae�emm. va.iaa a rn�v�aiv sem UEI PROJECT N0: R12.00]00 . 61mIVE�119 MtFWN BY: RPW ., ,x,n . > .,., . . . . ., � AnISwMWa ar ni�.w+ . �� . .n�!nx�>.pw ,,.. �w-.yiuuenaHx .��t»w CHECKm 9Y: UO r a„nrord(a�vusaeiaa �a ��.,. an Ts .,w��. .,�n sw rxi ..., �..;�,..m .� .��x:. .. n� .... ... :. .....��. ,. . .� ..:- TM. nv+xwx� nawau � """'m°°°`'�', �m�in o s ie iz rssum Fvn coxsraucrwn w�ca��. ornweruwca —__—. —.___—_..—_ � e s i �z rssum ron �w A 8 1 12 55Um FOR PEVIEW f, i.,. . �A oor«oaro Cmtl�nsY0u0��ELLY iM plE OEX1�IpN e� ---_. cmmv�m� �� --� nmxcs n. xr�.reteao-xm � � ��m.n�:a.xur . . . . . ... .. . XytrWGOkLap�rrTp: tIt GWQ� XCSru�MMmSSOws�p4p�fk ,. ._ � XybWGpeLapR9k tm'alYOepk mMPaYN1 c6w CWV Nea�sai � cm6rFlYbA DY.a�e�m.�.aa.mmroislwe 45. x.wcour. � e �� ' � '�:�� A 7 Q0401 A xewce.�wqs�Mna � APPLE VALLEY (PALOMINO) x.wc�..�a�: � 7738 128TH STREET WEST a: .,..:.,., :.„ h, ,,, r. ... . . . } � � APPLE VALLEY. MN 55124 - � � _� � :..av,.� �� ;Mr.s �: . . �. ..-� �., ,. �� SNEET TRIE m'Ata�eiYm nrs sma fnw. mG wwe+soy m,,..u�,�mrc.teae..sx�.,,vA, . r RFDS SHEET we�e SHEEf NUMBER RF-1 PROPOSED RFDS SHEET NOTES: 1. THESE DRAWINGS HAVE BEEN PREPAREO IN ACCORDPNCE WITH THE 7 p RFDS SHEET THAT WAS PROVIDED TO . � T��MO 1 l.. �• UUEIG ENCINEERS DATED 4/13/2012 � � e000 wesr �en� srReer 2. CONTR4CTOR SHALL CONFlRM ALL SUnE 400 PROPOSED RF DESIGN INFORMATION mlNh NN 55439 WITH MOST RECENT RFDS PROVIDE� � � BY T—MOBILE PRIOR TO S�ART OF �oN��noN. 1�� c�r��i� u r�tic�n 'I � Tower "Tc►p �R�1 f�a�r �=�-a�g��ted P+��S �pect �nr� �.ar�� +Ca�f�gt� ti�r�s � � �,� , � ,� � �� ,,� �. . , . � q ' ' ii ee .,�� &a.�om m � � _�, oa �. :� : ;, � . . �„ ,, � UO PRQIECT N0: R12.00�00 , � '. �� x� ��x"��"� DFRWN BY: RPW ��: a rv . . .i�' . ��r .. ... � CHECKm 9Y: UO _ x`�� x� � �� UMTS FXFB 2 42M6as < 21�VC,i kd� � PCS �acriers + � � �34dW �� E� '� ��) �� 1L•CS � �lkakpSS � E,� �,�� '��' � o a ie ia asum ra+ croNSmucrrox ��' .' .. ..°� .„�..°' �Z e s iz iz asum cor+ nevaw '_ *�., ;a, S. '� :.,.. c� ��. � n e oi i2 ssum rav nEVew y `�_ �v a.re o�evron �� `� . . °��n . "� ��d .�' � .g . �.;: : .. �s � ••f � LTE Y ` FR1G ' 6�W� �t�4�4�At7 A'a�Vt3 Na ` �` � AUt�� CY�AHz �� "' � �ln� FXFB �r sectc�� Mark�+ts: ____._. ..�. _�� _ . _.w,� _.__m�- ._.�w�, __�_. _._ ----,�; , .._�...�.._,�, �icis ��i�� F�E� ��u�rc��_ - �nfr�rr�� a , �� , �� .�w,. . �c�u��t� �� .. . � ��, .� �A� �r� �. .Gi .. .i�n�� +" ` x�,�} $� , �, .. �� " ��a1, � PA� �� ..:�� u � ... ........ �* :�� .��. � �+ x �_ '� A1Q0401A .' ...... ':� ..::. ^ .. . � °",:�'.�.',"° ..., a.7. ,"�+: x'"�" .. ,x#��.: . � � S � APPLE VALLEY (PALOMINO) . . � -°- ,.�,anutt� '. �� -�-� � _ ... .' 8 128TH STREET WES � ��... .. � ... �� .� ,�, 773 T . � � � �. � APPLE VALLEY. MN 55/24 . � ,�� ' , ' .s ' � � , � ,y � � ., m. .. ' .. � . . y �� ' � ,� � y.... `� "n"'� <:;� � � � . ,� „� : SHEEf TITI.E �:�, �- t �� ;,�� m �, r �,'�� RFDS CONFIGURATION `��'� � ?`�3x �� yk� � �� .-� , � �`, -M r,. , A�� x� A". ,. <'�:,r �r -,, 'a°l:, �. � '±.t�.ati:�- '�' r r :,. "�f"°L`'��. _`r^'."C,�}. .,,-gx..... '. .„i�,w . �., x , .. SHEEf NUMBER .S Y . �Cp= �e RF-1 RFDS CONFIGURATION •i• ii•• ly�k � • � i0i.: City of AppVa��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: FIRST AMENDMENT TO ANTENNA LEASE WITH OPTION AGREEMENT WITH T-MOBILE CENTRAL LLC - QUARRY POINT WATER TOWER In 2008 an antenna lease agreement was approved with T-Mobile Central LLC for the installation of ground equipment and antenna on the Quarry Point water tower located at 5551 - 160th Street. The attached lease amendment is for the removal and replacement of nine antennas on the water tower. The original lease agreement allows for modifications to brackets, coax, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. The draft plans are attached and the engineering review is pending. Recommended Action: Approve First Amendment to Antenna Lease Agreement with T-Mobile Central LLC at Quarry Point Water Tower contingent upon Public Works Department approval of final plans. CBJ:jcb Attachment c: Todd Blomstrom Site # A1Q0612A Market — Minnesota Landlord Site Name: Quarry Point AMENDMENT TO LEASE WITH OPTION AGREEMENT This Amendment to Lease Agreement ("Amendment") is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and T-Mobile Central LLC, a Delaware limited liability company ("Tenant"). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a Lease Agreement dated (including any prior amendments, the "Lease"), with respect to Premises located at 5551 160�' Street West, Apple Valley, Minnesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to modify and amend certain provisions ot the Lease. AGREEMENT NOW, THEREFORE, in consideration of the facts set forth in the Recitals above, the mutual covenants and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereby agree as follows: 1. Installation of New Equipment. Effective as of August , 2012, Tenant is hereby allowed to remove, replace and install such additional equipment as specifically set forth on Exhibit A attached hereto and incorparated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit A shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit A and in accordance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit A, Tenant shall not be allowed to make any other additions or replacements of any equipment or Antenna Facilities without Landlord's prior written consent. Nothing contained in this Amendment shall be deemed a waiver of any provision(s) in the Lease that requires Tenant to obtain Landlord's consent for any improvements or changes to Tenant's equipment in the future. 2. Construction Standards. All work to be performed by Tenant and its contractors, agents, and employees shall be done in a good and workmanlike manner and in accordance with the plans and specifications set forth on Exhibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit A without Landlord's prior written consent. Tenant shall pay for all work to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indemnify and hold harmless Landlord from any and all costs, charges, liens, suits, actions, and expenses including but not limited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities or any other equipment of Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible for all reasonable costs of Landlord's inspection, installation, project management costs, review fees, staff time, and any and all other fees and expenses incurred by Landlord in reviewing and approving Tenant's application for this Amendment of the Lease. All such fees shall include all attorneys' fees, staff and administrative review time and third party consultant fees and expenses all of which shall be at the expense of Tenant. All such fees and invoices must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the same. Any invoices or other sums owed to Landlord, under the Lease or this Amendment, which are not paid by Tenant within thirty (30) days after such sums become due and owing shall: (1) be a material default under the Lease; and (2) bear interest at the lesser of fifteen percent (15%) per annum or the maximum rate allowed by law. The terms of this paragraph shall survive the expiration or earlier termination of the Lease. 4. Failure to Remove Improvements. Upon termination of the Lease for any xeason, Tenant shall remove its Antenna Facilities (including all Additional Equipment) from the Property on or before the date of termination, and shall repair any damage to the Property caused by such equipment, normal wear and tear, and casualty excepted; all at Tenant's sole cost and expense, whether removed by Tenant or Landlord. Any such personal property or facilities which are not removed on or before the date this Lease terminates shall, at Landlord's option, be deemed abandoned and become the property of Landlord. In the event Tenant leaves any personal property, equipment or any portion of its facilities on the Property without Landlord's written consent, Tenant shall reimburse Landlord for the cost of removing and disposing of the same. Tenant shall be responsible for paying Base Rent and all other sums owed under this Lease until such time that Landlord or Tenant has removed the Antenna Facilities from the Property. In the event Landlord attempts to collect on any unpaid sums owed by Tenant under the Lease or this Amendment or Landlord brings any other action to enforce the terms of the Lease, as amended, Tenant shall be responsible for costs of collection including, but not limited to, attorneys' fees, court costs, and expert witness fees whether or not Landlord files suit against Tenant. The terms of this Section shall survive the termination or other expiration of this Lease. 5. Indemnification. Tenant further agrees to indemnify, defend and hold Landlord harmless from any and all claims, costs, penalties, fines, lawsuits, demands, and expenses, including attorney's fees and court costs, arising out of or related to any negligence or misconduct in any entry upon the Property by Tenants agents, contractors, and employees. All indemnification obligations of Tenant as set forth in the Lease and 2 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord against, punitive, indirect, incidental, special or consequential damages, including, without limitation, loss of income or business opportunities. 6. Limitation of Landlord's Liability• Earlv Termination. Landlord's liability for damages to Tenant under the Lease and this Amendment sha11 be limited to the actual and direct costs of equipment removal and shall specifically exclude any recovery for value of the business of Tenant as a going concern, future expectation of profits, loss of business or profit or related damages to Tenant. 7. No Waiver. Nothing contained in this Amendment shall be construed as waiving a party's right to insist that the other party comply with each and every provision of the Lease, including, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may install or replace any equipment beyond that shown and identified in the exhibits to the Lease, Exhibit A to this Amendment and any other amendments to the Lease. 8. Notice. Tenant's notice address shall be as follows: T-Mobile Central LLC 12920 SE 38 Street Bellevue, WA 98006 Attn: Lease Compliance Site # A1Q0401A Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100 —147` Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 9. Conflict. In the event of a conflict between any of the terms contained in this Amendment and any terms contained in the Lease, the terms of this Amendment shall govern. 10. Affirmation of Lease. Except as set forth herein, all terms and conditions of the Lease shall remain in full force and effect. 3 11. Construction. Landlord and Tenant agree that each of them has participated in the drafting of the Lease, this Amendment and any other amendments (collectively the "Agreement") and that the Agreement shall not be construed against the party that drafted it. Both Landlord and Tenant acknowledge and agree that any Court interpreting the Agreement shall not construe any portion of the Agreement in favor of or against Landlord or Tenant based upon any rule of law or construction that would construe the Agreement against the party that drafted it. IN WITNESS WHEREOF, the Parties have set their hands as of the date set forth below. Dated: CITY OF APPLE VALLEY: By: Mary Hamann-Roland Its: Mayor Dated: By: Pamela J. Gackstetter Its: City Clerk Dated: �� Z' T-MOBILE CENTRAL LLC � e; sy: �� Its: i1�.PA >E' C��-� r' Cy�� C ' -- ; �:.. SUSAN MAE StREETS � .�., �. � � Naary Public : •.� Mlimesota �Y �ommia�lotf �xpireg 1l31/2-015 4 ti � ^` J �� y_ r7 � � = O � . ... � 1 e�� Z �WNz • 3 p 800 WEST 78TH STREET, SUITE 400 F' ° W � EDINA, MN 55439 g �o� °< °a � SITE NAME: APPLE VALLEY WT � CONSULTANT TEAM "O m 'ie�+m PROJECTCONSVLTAM: TERRACONSULTINOGRIXIP,LTD. V ITE NUMBER� A1Q0612A °s��x Bo0 BUSSE HIGHV✓AV • ma p. � PARK RIDGE, IL 80088 `°""B9&°'°° STRUCTURE TYPE: WATER TOWER �� STRUC'fURAL ENGINEER: NRECH QIARD 8 ASSOCIAlES tO1PU�NAAAST. � ARKET: MINNESOTA EAU CLAIRE, YN 54703 (715}552-7374 �- � } � a ' . VICINITY MAP N.T.S. Q REGIONAL MAP r,.r.s. Q PROJECT INFORMATION SHEET INDEX � s� {�W � I�Rb� _ `` � j��' SITE NAME: APPLE VALLEV Wf SHEET OESCRtPTION REVISION � i 0618�A r �� 1 f p �.; 61TE NUL�ER: A100817A � -� t�'',�"' �' �� r-�=�� T-1 TITLE 3HEET 0 ,�..$ ..- ; . 4.. �,,.�' ��` �� siTeaoa�ss: sae� isnisrw �, � - '� � _k,�0± APPLE VAIIEV. MN 53124 C-1 SITE PLAN � � �� d,�k 4s� � � ii C-2 EQUIPMENT LAYOUT � �� S . �'` - * wa � LATITUDE: N 44° /3' U5.t" R� �� RNT-t TOWER ELEVATION 0 �� PROJECT r� a u�d�� * M� i x - ,+ — LONGITU�E: W93°�0'40.8" �� ANT ANTENNALAYOUTS � �;� � LOCATIDN� � � � ( • ItlI V ul� �.r,... ANT-2 RFDS 0 � . 1� � �' PROPERTV CITY OF APPLE VALLEY �, �'�' �� P.n k � i Nyep'a(,.,' OKNER: N00147TMSTREETW ANT-3 RFCONFIGURATION p : ....:_ �� ' � � o � �� ,.� � � �.,' F � `'.. APPLEVALLEV.MN55724 G-t GROUNDINGDETAILS 0 ; �-�: y , i � LWy {;� `' . , 7 N-1 GENERAL NOTES 0 • APPLICAM: T-MOBIIE � ��`� � } � � j ' � � ` e000 wssT �e sraeer, swre nw N GENER,4L NOTES p $ ` ° � � � . '' � � / Eaym4 4 �� _ `� EDINh MN 55939 L._ � ,) �� 9 � ' t.-. � � � . �' T-MOBILE CHR18MILLER ,p � � � � �� .� ' �.�� COMACT: (812)701-2089 PROFESSIONALENGINEER A1Q0612A ��", ,� �� ; A �?� j�� 4 ' � i HEREBV CERTIFY THAT THI6 PIAN. SPECIFICATION, OR ._ �� ; �?11� .3 � i M REPORT WAS PREPARED BY ME OR UNDER MV �IRECT � '� t qP ��Y ._ . . �� SUPERVISION PND TliAT I AM OULY UCENSED � � Coat�s CODECOMPLIANCE PROFESSIONAI.EN6WEERUNDEPTMELANf80FTiE ' ,en«4ac. ' } j t _ APPLE � CR4 �W�BLW - �Tr, STATEOF INNESOTA. , � IBC 2006 (2007 MINNESOTA STpTE BUIIOING CO�E, // . VALLEY .Wf � ., ,.� OM. � t K 4 PROJECT CHAPTER1306) y r ; � � � + Veemill Y�� ` � �� P . � . � LOCATION SIO � , 20U6 MINNESOTA STATE ELECTRICAL CODE ?l � ,I TNOM A.ZIMMERM4NN i I � aka III � I . . • O�n -' ��. .� _..... Fa�mlagmn :.- V �NF�RMA'�'��N DATE' �ZS LICENSEM 48535 6667 i80THST. W i i.. :, � �� a..... y APPIEVALLEV,MN65t24 • emp<m 7. PARKINGREQUIREMENT3RREUNCHANGED ' � � �,. "" �" 2. TRAFFIC IS UNAFFECTED i �� lMwM '`' �`' % ,�� ! � 3. NOAODITIONALIMPERVIOUSAREAISPROP4SED SGILEISFORII%17A�OIA�U9EHALF3CALEFORTAKlBME�IA) °R ' ° "�� '� DRIVWG DIRECTIONS SPECIAL NOTES APPROVALS _ _....___.._ , FROMT-MQB(IEOFFICE: HANOICAPPEOREQl11REMENTS: SIGNATURE DA1E � HEAO EAST ON W 78TH ST TWJARD W BUSIi LAKE RO (7.4 MIJ. TURN RIGHT FACILITY IS UM9r1NNED ANO NOT FOR NUMAN HABITATION MM101CAPPEO pROPERTV OWNER swer nnt ONTOEBUSHLAI(ERD(0.3A71).TURNLEFTTOMERGEONfO1d94FJMN�S /CCESSREQUIREMENTSNpTREWINED CALL 48 HOURS eEGORE DICGINC E(5.5MI).TAKEEXIT2CTOMERGEONfOMfJ�773�CmARAVE(B.SMI). PLUMBINGREQUIREMENTS: SffEAC4U151T1INJSPECIALIST � TITLESHEET GDPHE STATE ONE CAIl TURN LEFT ONTO 140TH 57 W(2.0 MI). 7IAtN RIGHTOMO CA RD 911PIL0T FAGLITV HA8 NO PIUMBING OR REFRIOERAMS KNOB RD DESTINATION WIt10E ON TIiE RIGH7. - RADIO FREQUENCY ENGINEER ��"�-� -- iWIN CnIES P¢fA (65r) 456-OW2 FAAANDFCCREUUIREMENTS'. � sw� MN. TOLL iflkE I-800-252-1166 THISFACM1�'rvBMALLMEETpREXC£EDAIIFAAANDFCCREOUREMENT$ CONSTRUCTIONNMNAGER . CONSIAUCiroN REUUIIiEMEN[S: OPERATIONS MANAGER: ALL WORK MUST CONFORM TO TfAOBItE STANOMQS BALL APPLICABLE T� CODES AND Oft01NANCES. � � � ``' w � r� � M � n N O N r O = O N ti � N Z u � I� W � ^ ~ O W N Z � � � � w O r � M s��E�FOa,,.,,M�A � 2 .(3)EXISTINGT-MOBILEANTENNASPER Nseiu�rscu.eraas�.aeMeow� °j � o �o` °y � � SECTOR TO BE REMOVE� AN� REPLACED r� WITH (3) ANTENNAS (TVP. OF 3 SECTORS) °'� � SEE SHEET AM-7 FOR ELEVATION 8 o Z �_m m GROPOSEDANTENNACONFIGURATION � mo�� W` m�� sco Q �� °aa� — \ �b O > ; U� EXISTINGT-MOBILEEQUIPMENTAREA. / \ i ♦11 � �� SEE SHEET G2 FOR ENLARGED PL4N o V ` O � p s —� � J Q � a a � 0 ° � \ � 3 � Z .�. o Y a � _ � � � I . - � : � � a � II '� ." P �Gti`' S � � � � _ I W �� " p . . ' � � GR mJ/TRNF23960 3 Z � �. o � U �- � - � ExISiMG � Z g �< � �' � TRANSFORMER = � A1 Q0612A i APPLE VALLEY WT N 3 ` 3 o� °� N p ' ^ �p l = > OHW � LCO P� OHW � � � 5551 'I60TH ST. W OHW p m m �O � APPLE VALLEV, MN 55124 m CONCRETE CURB �l?OP CURB � � �oN�RETE ��RB COUNTY STATE AID HIGHWAY NO. 4g SHEET"T`E SITE PLAN (160TH STREET WEST) � SI�TE PLAN C�1 SC LE: 1'�50'-0' , � N w w � � � M � � � O � � O = O N H � EXISTING� "' � � w � GRASSY � `AREA N w N Z I 3 0 o "' EXISTING 6' HIGH � � � WHITE VINVL FENCE d � (18) EXISI7NG TMO COAX ; iO � � CABLES.(12)COAXCABLES �us[rvuFSSUErorezaueMOW �� °oo� TO BE REMOVED PROPOSED LARGE �� (1)COVP . �� N�� (i ) PROPOSED HIGH CAPAqTYHYBRIDCABLE "1 ��*�° PROPOSED POST EXISTING 12' WIDE DOUBLE � TO TOP COVP W FOR POWER � SWING ACCESS GATE '' MODULES - ._--- � �o.a� _-- II _-- --- �� _—� _--- �� _ — — _ _ — — CONTftACTOR TO SFAL PVC PIPE, _ _ — "– _ — — " � WHERE COA% PENETRATES PVC CAP, WITH SILICON SEALANI � p ? (OR APPROVED EOUIV.) �_--�— _--�� — —�— (3) iM0 12"0 — r \i _--- _ —� PVC PIPES `a � o � �--`� ___— -- �� (UNDEftGROUND) � — '. � i i IE) � � � � BTS (E)T-MOBILECONCRETEPULL °– a � � EXISTMG NODE B PIT FOR CABLES � � a (E) ' PURCELL .' � EXISiING� GRASSY EXISTINGT-MOBILE `AREA g a EQUIPMENT ON � � CONCRETE SLAB � A� QOF) � ZA EXISTING 2AV0 EXISTING TMO UTILITV AP PLE CABINET CABINET q,q�K VALLEY WT � � EXISTING FIBER 5551 i60TH ST. W EXISTING WATER APPLE VAILEY, MN 55124 O WATER � � � \ EXISTING MAN GATE - EQUIPMENT � EQUIPMENT PLAN �� SCALE: 1'= 4'-0' � 1 � � w w m �H � r� EXISTING 27'-0"0 HANDRAIL r � � � NOTE: O H � � ALL ANTENNA AND JUMPERS OUTSIDE THE TOWER NEED TO BE PAINTE� TO ^�� MATCH EXISTING WATER TOWER AND (3) EXISTING T-MOBILE ANTENNAS PER SECTOR TO BE H� INSPECTED REMOVED AND REPLACED WITH (3) ANTENNAS w N Z (TVP. OF 3 SECTORS). SEE SHEET ANT-1A FOR � � EXISTING & PROPOSED ANTENNA CONFIGURQTION ��, � w r� o � e,' � � 000 � ;�� J�� m �� W� m�� F. �a= o a� � EXISiINC 60"0 DRY TUBE � �� d �°'£ N � a � N Q Z Z H Q 3 J � o � � � EXISTING CATWALK p � � WALKWAY � w � � N (18) EXISTING TMO COAX O CABlES. (12) COAX CABLES - p TO BE REMOVED � a m cv ? (7) PROPOSED HIGH � _ CAPACITV HYBRID CABLE g a w TO TOP COVP w A1 Q0612A ? w � EXISTING Z-BRACKETS � � FORT-MOBILECABLES � APPLE � Z sNaa-iNS VALLEY WT � \� N O 5551 160TH ST. W . APPLE VALLEY, MN 55124 EXISTING T-MOBILE ' FENCEDAREA . � TOWER GRADE TOWER ELEVATION (WEST) A N T � � � scn�e i =za-a• � � r 1 � � w w � �� M � N o� O =ou� F- �r � m z �� v w z � o �., o w � � o SECTOR-ALPHA � SECTOR-ALPHA � R T o o � � �� -m�, o � � �� a o � � � W �-d� � C7 � (7)PROPOSEDGSMQUAD m�m . (9) EXISTING ANTENNAS TO BE d F � POLE ANTENNA PER ` o o"" REMOVE� F E � SECTOR(3TOTAL) coaa� (1) PROPOSE� LTE � r QUAD POLEANTENNA . � PER SECTOR (3 TOTAL) U ♦ ,� EXISTING TMAs TO REMAIN (?YP.) EXISTING TMAs ex�sriN exisriN '_— VENi TO REMAIN (TYP.) VENi k � - E%ISTING HANDRAIL EXISTING HANDRAIL ° � � � � o p � 0 0 _ _�� 0 0 EMISTINC � O EXISiMG EkISiING � O E%ISTING PROPOSED FXFB, & _ HATCH u O HAiCH HAiCH U G HATCH FRIG PER SECTOR � EXISTING TMO � (REF RFDS) - Q Z-BRACKET p O STAND OFF � � MOUNTFOR ;� ` CABLE <rF �� \\� S �,Q VP � ANTENNA�PER SECTOR TOi Q � A � � ' � G � OF MOUNT OR CABLEET STAND �\ (i) PROPOSED GMrs A1 Q0612A � �� LARGE COVP �(i \` �� cSM \ J pJP� ° �.v o APPLE SECTOR-GAMMA � \ SECTOR-BETA SECTOR-GAMMA �S� SECTOR-BETA VALLEY WT � EXISTING EXISTING OBSTRUCTION LIGHTS OBSTRUCTION LIGHTS 5551 160TH ST. W APPLE VALLEV, MN 55124 ANTENNALAYOUTS EXISTING ANTENNA LAYOUT (i) PROPOSED FRIA PER � N.T.S. SECTOR(3TOTAL)AT PROPOSEDANTENNALAYOUT � GROUN�LEVEL . 2 N_T_S. ANT A � � : ,.:�, v .... , , ^, � ..., M j � a �. . �:.=.';�x,im..�; 1� WIN WA � ... ; .;.. , ., �_, �y w . ' ... , .......�. �. 1 : . � .. ., �.. . �� .:. .:. . ..� � NO7E: ^� K O� �� "'*^` . . ��.' . 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CAnfi(,7Uf8tiqn 18 � RUN A GROUND LEAD FROM EACH RADIO TO rl � � t7SBGbro(c�tlittqahamfaclatny}. � � THEPLWTH.THENRUNTHEPLINTHGROUND � = o o � L � g � TO THE SECTOR GROUND BAR. O �� z � � w g � NNQ w Z � p w O � O � R, � � �t 3�� ME� .�'J � oJ � CnyyKp � S PF � pn� � W � m�� o w: �aa� . , a� -� - a� �.s :U� �� i� ��- a�� n Kd�er R Pmrer FXFB LL r� .��,., Jumper GSAI�UMiS s=s�.. if PG5 ; �� w � " w z 0 0 o a a�m�. � _ ,. Rf�iumpat �* � W � 7q5 C9VP = HyGrttl Cae�e SPO�++ar3Fit�erl�. . � g a *vur .."__�.�'.�' ' 7 . �"'� . _� _"__ ___"_�.' ___'�rsxm"'_"'__"_�"" . � . �"._'_- ,.�w,+ . �o�+ � G��i� A1Q0612A cwa i Ir +.,�»nx» APPLE �� ,��,,, ' VALLEY WT �rE � tsa� mm,�rar . �...... - '. � � FRIA � P�. ! Ao� ��. UMT9 � w . 'zitsts ' S551 160TH ST. W ESMB +� wm� � '• FRW APPLE VALLEV, MN 55124 GSM ,�,� .. �i AW6��UMn ' � � KIiIA FSME� .. PWS UMTS ' UMI9� �::.. Maen�P�atis�6 Fba� ESPdE � > ' ' . �.. UMT9 onre� enw,z ." .... fi��Y � .. . .. � ano�ecre swsi . .., ��wa['b� . ... . FltieX . ... snECrnnE � � �� — — RFCONFIGURATION ANT-3 � 1 � � w w � r� � M � N O N O = O � F- � � N Z I� W � H � W N Z � � JUMPER CABLES . � � W O � � (E) iWN UMTS/AWS TMAs (E) PIPE MOUNT �R � � o PROPOSE� PANEL i e o ANTENNAS � - � �___ � mv� � II': _ . . . . � eio�e j .i� m�� i! o�..+ i i.!: � coa i�!� i�� i�ti ♦ � 11 PROPOSED AND EXISTING FXFB,FRIA RRUsPERSECTOR(REFRFDS) t� 5 ? (FUTURE) FRIG FOR LTE AWS (i ) PER SECTOR � 3 _, 'I � i � 3 � i _ � i � � I 1 � SOLID BARE COPPER WIRE j ! i �� i i _� � (E) GROUND BAR — � � JUMPER CABLES g ` TOP COVP °J HVBRIDCABLE(POWER/FIBER) A�QOC��LA n O G U APPLE VALLEY WT 5551 160TH 5T. W APPLE VALLEY, MN 55124 . GROUNDING DETAILS � ANTENNA/ RRU GROUNDING DIAGRAM � SHEFfN01gER , SCALE: N.T.S. G-1 V �� w w GENERAL NOTE$ PROJECT SPECIFlCAiION 02200 (CIVIL WORKI MODERAiELY PUSi1C SILiS AND CUY, MAiERIA� CONiAINING REFUSE. FROZEN LUAIPS, 1. PRIOR i0 PIACirvG 9ACx�iLL naOUND SiaUCNRES, nLL F�RNS SHRLL NRVE BEEN RENOVFD PND iHE E%G4VAilON � � � t. iHE CONiRqCiOR'S SCOPE OL WpRK SHRLL INCW�E PLL IiEMS OEFMED IN iHE DEMOLISHED BIiVYIN0U5 MATERIAL, VEGEiAiIVE MATfER, WpOD, Si0NE5 IN E%CE55 Of CLEANED OF PLL iRaSH, OEBRIS Arv0 UrvSNinBLE uniFRinlS. PARi I: GENERAL � N O N CDNiRACT OOCUMENiS. iHE C�NiRACi DpCUMENiS INCLUDE. BUi ARE NOi LIMIiED 10, iHE 3-INCHES IN ANY OIAIENSION ANp pEBR15 r1S DEiERMINE� BY iHE CONSTRUCiION 2. @4CK FILL BY PIACINC AND COMPaC11NG SUIiABIE 9ACKFlLL NAiEFln1 OR SELECi GtUNUlAR BACKGILL IA4iERIPL, 1.1 SCOPE CLEARING, GRUBBINC, STRIPPING. EROSION GONiROL, SURVEY, FOLLOWING: iNE CONiMCi, SPECIFlCIilONS 4N� CONSiRUCiION DRAWINCS. SUPERJISOR AND T-MOBILE GEOiECHNICAL ENGMEER. iYPICALLY, 7HESE WILL BE SOILS WHEN RE�UIREO, IN UNIfORA1 HORIZONiAL IAVERS Of rv0 GaFAiEa iNarv e-iNCN LOOSE TMiCKrvE55. wNERE O I- � lAYOUi, SUB GRADE PREPARAiION, FlNISN GRADING PN� SECURItt FENCE, 2. ALL EDUIPNENi SUPPLIED BY iHE OWNER SHALL BE PICKE� UP BV iHE CONIRACiOR Ai CIASSIFlE� 0.5 Pi, MH, CH, MN, ML OR OL. �'D-OPERAiED COMPACIORS NiE USED, iHE FlLL MAiERIALS SHFtl 6E �IACEO M�LIfiS NOi i0 E%CEED FOUF � Z iHE PPRpPRIAiE WPAEHOUSE. AS FEOUIRED BV CONSiRUCTION DRAWINGS AND DEiAIL DRAWINGS Z.g GEOiEXiILE FABRIC'. MIRAGI 500% OR APPROVED EQUNAIfNi INCNES IN LOOSE DEPiH. �� g 1. iHE LONiRACiOR i5 RESPON518LE IOft COORDINRiING ALl WORK. 2.10 PlA$TIC MARKING TAPE: SHPLL BE ACIp- AND ALKAII-RESISiANi P�LYRHYLENE FILIA, 3. WNENEVER iNE DENSIrv iESiS INDICAiE iW1i iHE fANiRACiOR WS NOi OBiNNED iHE SPEqFIEO OENSIiY, iHE 4. 1HE CONIRACiOR SNALL PRONDE ON-SRE SUPERJ510N Ai pLL iINES WMLE iHE WORK ��Z REFERENCE$ SPECIFICPLLY MUNUFACiURED FDR AIARNING AND LOCATING IINDERGROUND UiILITIES, 6-INLHES SUCCEEDINC W1ER SHALL � NOt BE FIACf� UNiIL iHE S�fCIfICPiION REpUIREMENIS ARE MET UNLESS ��¢ IS BEING PERFORMED AND SHALL DIRECi N1 WORN, USING HIS BESi SKIIL M'D AnQJiION. A �EPAR1MENi OG TRHNSPORiATION CONSTRUCiIDN ANp MAiERNL W�DEWIiH A MINIMUTA iHICKNESS OF 0 004-INCH. TAPE SHALL HAVE MINIMl1M SiRENGiH OF OiiERwISE AUiHORIZfO HY iHE CfOiECHNIGaL ENCINEER. RIE CON11iAC�DR SwV.L iAKE WHAiNER nPPFOaRwiE W N Z HE SH�IL BE SOLEIY RESPONSIBLE Fqi ALL CONSiRUCiION MFANS. MEMODS, TECHNIOUES, SPECIFlCATIONS GOR THE STAtE IN WHICH iHE PROJECi IS LOGTE�. 1500 P51 IN BOTH DIRECilONS AND MANUFACTURED WIiH INTEGRA� WIRES,FOIL 6AGKINC OR � ION IS NECESSIRY, SUCH 0.S �ISKING PND DRYMG, RDDINC WAIER OR INCRFASING iHE COAIPnCirvE EFFOFi. 2� � PROCEOUFES RN� SE�UENCES FOR COORDINATING ALL PORTIONS OG iHE WORN UNOER iHE ��MINNESOTA: MN DOi CONS1RUCiIDN AND NAiERIAL SPECIFICA710N 2. OTHER MEANS i0 ENABLE DEiECiqN 6Y A MEiAL OETECipft WHEN BURIEO UPTO 3 FEET pEEP. B� iHOROUGHLY COA1GACi EACH IAYER OG BACKV"ILL i0 A MINIMUM OG 90R Of iHE Ma%INUM DRY DENSIIY AS r . � w C�NiRACT. PENNSYLVANIrt PA �Di SPECIFICATIONS, PUBLICAiIDN 406 3. WESi iHE MEiALLIC CORE OF iHE iAPE SHALL BE ENCASED IN A PROiECTNE JACKET �R GROVIDED PRONpED BY iHE MOqfIED PROCiOR iESi C. DO NOT PUCE BACKFILL PRWND NEW GSi-IN-PIACE CONCREiE y� O NRGINIA WV DOi DOH STANDRRD SPEpGICAtIONS, ROA05 ANDBRI�GES SIRUCIURES UNiIL iHE CONCREiE Hl5 CURED GOR Ai LFASi J OAYS OR COMPRESSM SiRQVCiH 1ESi5 INOICAIE l O 5. iNE CONiRACiOR SHALL NSIi iHE JOB SRE i0 REVIEW 1HE SCOPE �f WONN ANp B. ASiM AMERICAN SOCIEtt�tor iESTING and MAiERIALS) W�rH OiHER MEANS TO PROTECi li FROM CORR�SION. iAPE COLOR SHALL BE RE� FOR 1H4i iHE CONCREIE WS ACHIEVED MORE iHAN 8pX OG IiS SPECIFlEO 28 MY COMGRESSIVE SiRENGiH. � E%IStING JOB SIiE CONOIilONS INCLUDING. BUi NOi LIAIrtED i0, NECHANICAL ELECiRIGL ( ELEGIRIC UiILITIES AND ORANGE FOR iELECOMMUNICAT10N UiILIilES. 35 RtENCH E%CAVaTDN SERNCE AND OVEPALL COOR�INAiION. iHE CONiRACiOR SH4LL VERIFY ALL E%ISiING C. DSHA (OCCUPAiIONAL SAFEiV ond HEqLiH ADAIINISTRAiION) 2.11 SECURItt GENCE A. UilLltt 1RENCNES SunLL BE FXCnvatED i0 iHE LINES AND GFA�ES SHOWN ON iHE DFAWINGS OR AS DIRELiED p LONOIIIONS ANO OIMENSIONS PRIOR i0 SUB41iiING MIS BID. PNY �ISCREPPNCIES, D. 0.4SHi0 (PMERICPN ASSOCIATION of SiATE and HIGHWAY A. PROVIDE AND INSiALL iHE GA�VFMZED FENGE WRH ASSOGIAiED POSiS. RAILS, BRACES, 6�' iHE i-IAOBILE CPUSiRUCiION SUPFfNI50R. GRONDE SHDRiM1G, SHEEiING AN� BRACMG f5 REQUIREU i0 PREVENi � � CONFlICiS OR ONISSIpNS, EiC., SHAIL BE REPORiED i0 i-MOBILE CONSiRUCiION TRANSPORiAiION OFFICIALS) FABRIC, iERMINAL POST, WTES. DROP BAR AND &1RBED WIftE. USE APPLIG9LE PROVISIONS �F CAVINC OR SLWCNING OF iME iRENCN WALLS. . ao o O SUPERVISDR BEFORE PROCEEDINC WIiN iHE WORK. �SiM �OR MATERIAIS. B. iHE iRENCH WIOiH E%tENDS A MINIMUM OF 6 INCHES BEYONO FACH OUTSIOE EOGE OF iHE CONDUIi OR � 3 b OUiERMOSi CONOUIt, WHICNEVER IS AGGLICRBLE. 6. iHE CDNiRACiOR SHALL PROiECi ALL ARFlS FROM ONMAGE WHICH MAY OCCUR DURING 1.3 INSPECTION AN� iESiING B. FABRIC SHALL BE HEAVY CALVANIZED CNAW LINK FENCE, CONFOFMING i0 ASiM A392 C. WHEN SOFf, YIELDING OR OiHERWISE UNSiP6LE SOIL CONDIilONS ARE ENCOUMEREO Ai iHE REQUIRED iPENCH � I� CONSiRUCiION. ANT OAAIAGE i0 NEW ANp E%ISiING CONSiPUCiqN. SiRUCiURE 0. FlELD iESiING OF EARTHWORK, AGGREGAiE BASE COURSE. 2-INCH MESH 9 GAUGE WIRE (0.148 INCHE$ IN DIAMEfERJ WITH THE i0P AND B�TfOM BOiiOM fLEVRiION. OVER-E%CAVAiE iHE iRENLH i0 A OEPM OF NO LF55 iHAN 1J. MCHES BElOV! iHF. RF.QIIIRED � - IANDSCRPINC OR EQUIPIaENi SHALL BE IMMEDIAiEIY REPAIftED OR ftEPIACEO ip iHE COMPACiION, AND CONLREiE iESTINC SHALL BE GERFORYED BY iHE SELVACES 1WISIED PN� &4RBE�. ELEVAiION AND BACKFlII WiTM GRexUUR BEOOirvC uAiERIPL. O1m SAtISFACiION OF iNE iENANi, BUILDING OWNEF OR OWNEft'S REPRESENiAiIVE Ai iHE CONiRACiOR'S INDEPENDENT iES71NG�lAB. C. POSiS � y o,n � E%PENSE OF iHE CONiPACiOR. B. ALL WORK SHALL BE INSPECiE� AND RELEASED BY iHE 3.6 iRENCH PACK FlLL °1° ]. IT SHALL BE THE RESPON4BILItt OF iHE CONIRACiOR i0 LOG1iE RLL EXISiING i-MOBI�E CONSiRUCTIDN SUPERVISOft WHO SHALL GRRY DUi THE A. PROVIOE CWJJUTAR BED�INC MAiEFWL IN ACCOF�ANCE WIiN iHE SPECIGICAiIpNS, ORAWINGS AN� iNE UiltJrv � m� m� UilLiilES, WHEtHER SHOWN HEREON OR NOi, ANO i0 PROTECi iHEM fROAf DAAI4GE. iHE GENERAL INSPECiION OF iHE WORK WIiH SPECIFlC CONCERN TO PROPER RE�UIREkENiS. o ` . CONiRACiOR SH?LL BFAft ALL EXPENSES fOR REPAIR OR REPIACEMENT OF UiILIilES OR PERFORMANCE OF THE WORN AS $PECIFIE� AND�OR CALLE� FOR ON iHE i_ LINE POSi (OR FABRIC UP i0 8 FEEi HIGH SHFLL BE 1 3/8 INCH O.D. 6. NOtIfY iHf i-M�BILf CONSIRUCiION SUPERJISOR 24 HOUflS IN AUJANLE OF BACK FILLING OiHER PROPERrv DANAGED IN C�NJUNCiqN WIiH iNE EXECUiI�N OF WORK. DFAWINGS. R IS THE CONTRAGiOR'S RESPONSIBILItt TO RE�UEST TIAIELY �- ENO CORNER, PULL POSI ANO GrtiE POSi SHNL BE 2)/B INCH O.D. ALL POSiS SHML BE C. CONOULi UnLln CNECK 1E5i5 Bff�Rf BACK FlWNG 94CK FILL RN� CDMPACI iRENLH BEFORE ACCEPiANCE � co4d 4 e. RIE CONiRACiOR SHALL 9E RESPONSIB�E fOR iHE LOMPLEiE SELURItt OG iHE SRE INSPECilONS PRIOR i0 PRCCEEDING WI1H NftiHER WORK THAT WOUL� SCHEDUIE a0 GnLVANIZED SiEEL vIPE IN ACCORDPNCE 'MiH RSiM A110, A5)0 PND A525. GOR FENCE ��NC. WHILE iHE JOB IS IN GROGRE55 AN� UN1IL iNE JOB IS COMPLEiEO. OVEF 8 FEEi HIGH, SIZE vOSi ACCOROING i0 WWUFACTURER'S RECOAIHENMPONS. D. PIACE CMrvUIPA IRENCH &1CKFlLl UrvIF01tNLV ON BOiN SIDES OF iHE CONOUIiS IN 6-MCM UNCOMPACiEO MAKE PARiS OF iHE WORK IN4CCESSIBLE OR pIfFlCULT TO INSPECi. �IfiS UNTL 12 INCHES OVER iHE CONOUrtS. SOLiDIT anu nn'� ipuv &4CHFLLL iNiO SPACES PROUN� iHE LONDUITS. ; � 9. iHE COMRACiOR SHFLL PROVIDE IEMPORPRY WAiER, POWER AND i01LET fACILIiIES A$ D. i0P RuLS SHnLL CONFOaY i0 1 1/a INCH (1.660' 0.�.), SCHE�UI£ 40 GALVPNIZEO SiEEL PIPE IN E PROiECi CONDUIi FROM UIERAL NOVEF1ENi, �MIRGE FftOM IMPACi qi UNBAIANCED LOADING. REOUIREDBY iHE CI1V OR GOVERNING AGENCY. ACCOROANCE wliH ASiM Ai20. F. ABOVE iHE CONpilli EIIBEDMENi ZONE, PIACE AND COMPACi S4iI5fAClORY BACKFl�L MAIEftIPL IN 9-INCN �� 10. iHE CONiRNCiOR PNp ALL SUBORDINAiE LONTRACi0R5 SVNLL COMPLY WIlH At1 LOCAL �,4 SITE MAINTENANCE�ANO PROiECiION E. iEN510N YARE SHALI BE 1 CAUCE U.S. SiEEL WiRE GAIVANRED IN ACCOR�ANCE WIiN A51M A116. MA%IMUA1 1005E iHICKNESS lIRS i0 RE510RE iHE REOIIIRE� FINISHED SURfACE CRPDE. � PN� SiAiE REGUTAiI�NS. � A. PROVI�E ALL NECESS>RY JOB SIiE MAINiENANCE FROM COAiING CfA55 III. G. COAIPACi FlNAI iRENCH BACKGILL i0 A DENSItt EOUAL i0 OR CREAiER iMAN iW1i OG iHE E%ISiiNC i t, iNE CONiRACiOR SHALL OBiAIN pN0 PAY FOR PERMITS, LICENSES AN� INSPECtI0N5 COMMENCEMENi OF 1HE WORK UNPL COMPLEiION DF iHE CONTRACT. F. BRRCE BANDS, IENSION BPNOS RN� iENSION BPRS SHRLL BE FABRICAiED Of I/B INCN BY ]/8 INCH UN�iSiURBED AIAiER14L IMMEOIAiELY ADJACENi i0 hlE iRENCN BUi rv0 LESS iHArv a MiHiuUY 0� 9550� �E NECES54RY fOR PERGpRMANCE OG iHE WORI( AN� INCWDE iHOSE IN iHE COSi OF iHE WLVANIZED SiEEL WIiH GeLVArviZEO SiEEL CnRFinGE 90L�5 nrvD NUiS �N nCCORDRNCE WIiH ASiM hl2}, µp%INUM �RY DENSIrv 0.5 PROVIDED BY iHE MOOIGIED PROCiOR 1ESi. aSiM Di55) WORK i0 i-MOBiLE. B. CONiACT THE ONE-CALt UTILIIV LOCAiION SERVICE PRIOR i0 iEN510N PARS SHnLL BE 1/4 INCN Br 3/4 IHCN GnLVnrviZEO SifE� BaR iN nCCORMrvCE wiiH n5iu i� g ANY ENGVAiWG AGTMiIES 70 HAVE LOCAilINJS OF UNDERGROUND p�y�, 12. FlGURED DIMENSIONS MAVE PRECEDENCE OVER DRAWING SCRLE. ANO DEiAIL DRAWINCS UiILItIES VERIFlE�. 3.) RGGREGAiE ACCE55 ROAD ANp SIiE HAVE PRECEDENCE OVEF 5'MLL DRAWINGS. CHECN ACCUFACY OF PLL OIMENSIONS IN iHE G. �IBRIC nE5 SHALL BE CVSS I GALVANiZED SiEEL tnRE NO LESS iHnrv 9 GnUGE. p. CtFAR, GRUB, SiRIP AND IXCRVAiE FOR iHE ACCE55 ROAD AND TOWER CDMGOUND i0 iHE LINES PN� GM�ES FlELD. UNlESS SPECIfiCPLLY NOtED, �0 NOi FPBRIGtE ANY MAiERWLS OFF SIiE, NOR DO C. AV010 DAMAGE i0 THE SIiE INCLUDINC EXISiING �ACILIiIES. H. POSi i0P5 SHPLL BE PRESSED SiEEL Ofl AIALLFABLE IRON AND SIULL BE GRLVANIZED PEF ASiM IN�ICAiW ON 1HE DItAW1NG5. SCARIfY i0 R DEGiH Of 6 INCHES AND PROOG-ROLL RLL NOLES. RUiS, SOR PIACES � ANY CONSiRUCiION UNIIL iHE ACCUR�CY OG DHAWING OIMENSIONS HAVE BEEN STRUCiURES, iREES AND SHRUBS DESIGNAiE� i0 REM41N. iAKE A153. pNp OiHER DEFECiS SFNLL BE CORRECiED. `a S VERIFlE� AGAINSi ACNAL FlELD OIMENSIONS. PROiECiIVE MEASURES TO PREVENt EXISiING �ACILIiIES TMAT ARE NOT I. d4RBE� N1RE SH4LL CONSSi OF DOUBLE SiRRNDEO 12 1/1 CAUCE vnRE ASiM R121, CIASS 3 WI1H B. iHE ENiIRE SUB GRADE SNALI BE COMPACiED i0 NOi LE55 Mnrv 95% 0� iHE wixiuUU �m' DET'Sirc n5 1}. iHE CONiRACiOR SHAIL NpIIfY iHE T-MOBILE CONSTRUCiION SUPERVISOft OF pM' DESIGNRiED GpR REMOVAL FAOM BEING DAMAGED BY iHE WORK. 4-POIM BIFBS SPACED 5 INCNES APARi. iHE TOP I GOOi Of iHE fENCE SHALL CONSISi OF 3 PRON�E� BY iHE MOMGIED PROCiOR iESi, ASiM D 155). p. NEEP SITE FREE OF ALL PONDING WA7ER. SiNRNDS OF &WBED WIRE AiiACHED i0 45 DEGREE ANGLE. HFAW-PRESSED ARMS CAPABLE 0� C. ARER vREPRRAiION �G RIE SUB GRP�E IS COMPLEiEO, iHE CEOIEk11LE FnBRIC SHALL BE MSinLLEO ip iNE CONFLICiS OR DISCREPANCIES IN 1HE CONiRACi OOCUMENiS OR fIELO CONDIilONS PRIOP E. PROVIDE EROSION CONiROL MEASURES IN ACCORDANCE WIiH WrtNSiANDWG WIiHOUi GAIIUflE 250 GOUNpS DOwr+xARD PULL Ai iHf OUiERMOSi ENO OF iHE ARU. LIMIiS INDICRiEO ON iHE DRAINNGS BY ROLLING iHE lABFIC OVi IONGIIUDINnLLY PLONC iHE FOAaNAY OR SIiE RIE t0 E%ECUiINC iNE WORK IN OUESiION. iHE �EPAftiA1ENi OG iRANSPIXtiATION CONSTRUCiION AND MATERIAL �� G4�E MAlERNLS, SUCH AS GABRiC, B�LiS, NUiS. 1ENSiINd BnnS nrvp BnRBEO lnkE SNaLI BE GABRIC SHOLL NOi BE OFAGGED ACROSS IHE SUB GRADE PIACE iHE ENiIRE ROLL IN n SMCIE OPERFiION, ROLLINC i td. IHE CONiFACiOR SHALL NOiIFY iHE i-MOBILE LONSiRUCiION SUPERVISOP IF OEiNLS SPECIFICATIONS FOR iHE STAiE IN WHICN iHE PROJECi IS LOG7ED. CONSISiENi WIIH fENLE MAiERIALS. iHE MNiERIPI AS SMOOIHLT l5 POSSIBLE. 5 u NRf CONSIDERE� UNSOUND, UNSqfE, NOi WAiERPRCOF, OP NOi WITNIN CUSTOMARY iRADE f. PRWIDE PNO NRINiNN ALL iEMPORARY FENpNG, BPRRICADES, P�� III: EXECUiION I. QVfftUPS PNWLLfL i0 T1f ROPDWAY PND Slif WILL BE PERMitIE� Ai iHE CENiERLME FND Ai LOLAiIONS O o � PRACTICE. IF WORK IS PERfORMED, li WILL BE ASSUMED THAT iNERE IS NO 0&IECiION i0 3.1 GENEflRL BETOrvO iHf kOPDwAT OR Srtf SURfACf WIOiH (I.E, WITHIN iHf SHOULOER WIOiH) ONLT. NO LONCIiU01NP1 v1 0 WARNING SIGN�LS AND SIAIIUft pEVICES NECESSARY TO PROiELT LIFE p, g[fORE SinRiINC CENEFAL SIiE GREPUNiION AC�MiIES. INStPLL EROSION RN� SEOIMENi COMROL O�ERIAPS SNALL BE lOCn1E0 BEiwEEN iHE CENifkUNf AN� iHE SHOUIDER. PaqnLLEL �VfkUPS SHRLL BE R '- � tHE �EfAIL OEiNLS ARE INtEN0E0 i0 SHOW iHE EN� RESULT OF iHE DESIGN. AIINOR AND PROPERiV DURING THE EN�IRE PERIOD OF CONSiRUCiION. REMOVE yFp5UFE5. inE wpFM areFA SH4LL Bf CONSiRUCiED Aup MOMTNNED IN SUCH CONOIPON ilki MINIMUM Of 3 GEEi WIDE. p u S� M�DIFlGilONS MAY BE REPUIRED TD SUIi JOB CONDIilONS. M'� SVNLL BE INCLUDED AS q�L SUCH DEVICES UPON COMPLEiION OF THE WDRK. IN iNE EYENi OF RAiN inE SrtE WILL Bf wELI ORniNEO ni nlL nu,ES. PAFi OG iHE WORN. g. PERFOflM PLL SUflVEI'. lAYOUi. SiNKING ANp MARHING i0 fSiFBLISH PN� MNMAIN ALL IINES. �' ��NSYERSE (PERVEN�ICINAR i0 iHE RDADWAI� OVERlAPS Ai iHE END OF A POLL SHFLL OJEkIPP IN RIE � 15. E%ISIING ELNATIONS AND LOCPiIONS iO�BE JOINEO SHALL BE VERIf1ED BY iHE bRECiION OF iHE ACGREGA�E PIACEMENi (PREVIOUS ROLL ON i0P) ANO SHALL H4vE A AIINIMUM I£NCtH OF 3 FEEi. w� PAfti II� PRO�UCTS GR/DES, ELEVAii0N5 AND BENCHMARkS rvEEDE� FOR EMECUtiON OF iHE wpax. 3. aL� OvEPoAaS SHALL eE oINNE� WrtN SiRVLES OR NAIIS 9EIWEEN 10 M'D 12 MCHES LONC i0 INSURE CONiRACiOR BEFORE CONSiRUCiION. IF iNEY �IFFER FROM iNOSE SHp'M1'N ON TNE PUNS, C. C�FAR AND GRUB iHE ARFA WiiNIN iHE LIMIiS OG iHE SRE ANO OrvLV iHE iuME01AiE - iHE COrviRACiOR SHRLL NOiIFY iHE VDICESiRFAM CONSiRUCiroN SUPEfM50R SO iHAi Z.� SUITABLE BACK FILL E%CAVAiED INORGANIC NATERIA4 COHESIVE AND SURROUNDINGS NECESSAfN i0 COMPIEiE iNE WORK. REAIOVE tREES, 9RI15H, SiUMPS, FU9815H SiNBLE POSIiIpNING DURING PLICEMEM Of AGGREWIE. PIN LONGINDINAL SFANS Ai 25-GOOi CENiERS ANO MO�IFlC4ilON5 CAN BE MADE BEFORE VROCEEOING WIiH iHE NURK. NON-COHESNE Ai4TERWLS, INCLUDING GRAVEL, SAN�, INORGANIC LEAN ANO OiHER DEBRIS ANO VEGEiAiION RESiING ON OF GROiRU�ING iHROUCH iHE SURfACE DF iHE SRE rAPN5YER5E SFAMS EVEftY 5 fEEf ON CENiER. 16. ALL SttABOLS AND ABBREVN11qJ5 USED ON iHE DRAWINCS ARE CONSIDERED CIAY, GRAVEL Slli, GRAVEL CIAY. SAND CUY, SAN� SILi OR SILi CtAY qRFA i0 BE CLFARED PND GRUBBED. 0. iHE AGCRECAIE SUB BASE, BPSE AND SURFACE COUFSES SNALL BE C�NSiRUCiED IN UYERS NOi MORE iWN MAiERIAL FREE FRDM FRDZEN LUMPS. RENSE, STONES OR ROCKS UftGER 1. REGOVE iHE FOLLOWING MAiERIFLS i0 A DEPM OF NO LESS iHRN 12-INCHES BELOW iNE 4 iNCHFS (COMPACIED) iHICNNE55. AGGRfGAiE i0 BE PUGE� ON GEOiEXiIIE FABRIC SHALL BE END-DIlA1GE� ON CONSiRUCiION SiANDARDS. IF iHE CONiRACiOF HAS OUESilONS FEGAROINC �HEIR E%ACi {HPN 3-INCHES IN AM' DIMENSION OR OTHER AIATERIAL THAi MAY MAKE DPICINRL GROUN� SURFACE: ROOiS, SNAIPS OND OiMER DEBfl15, BRUSH FND RENSE EMBEDDED IN OR �NE FRBFIC 4ROM iHE GREE END Of iHE FPBRIC OR O�ER PREVIWSLY PIPCEO AGGPEWiE Ai ND iIME SNPII MFANINC, iHE I-MOBILE CONSiRUCiION SUPEfMSOF SHALL BE N�iIFlEO FOR CIARIFIG4ilON EOUIGMENt, ERHER OUMGING iHE FGGFEGAif OF GIUqNG iHE AGGflEG4iE, BE PfRMIilED ON iHf ROOAWRY OR THE INORGrWIC MAiERWL UNSUITABLE FDR BACKFILL OR FlLL M4iERIAL 0.5 PFOiFUDIrvG iHROUGH iNE GRWND SURGRCE PRKE, OISK OP PLOW iHE ARFA i0 A �EPiH OG NO tE55 BEGOflE PROLEEDING WIiH iHE WORK COMPOUNO WIiH LESS iHAN 8 INCHES OF MFiERIA� COVERING iHE FABRIC. �EiERMINED BY iHE i-MOBILE CONSiRUCiION SUPERVISOR AND iNRN 6-INCHES, PNO kEMOVE UP i0 A OEPiH Oi I}-INCHES NLL ROOTS ANp OiHEF DfBR15 MEFEBY 1). iNE CONiRACiOR SNALL PROVIOE ALL NECESSnAV BLOCKING, BACKING, FRPIdING, E 1NE NGGREGOiE SUB BASE AN� BhSE SHALL BE IMME�IAiELY COMPALiEO i0 N�i LE55 iH4N 95R OG iHE HANGERS OR OiHER SUFPORi �OR AlL OiNER IiEMS REWIRINC iHE SPME GEOiECHNICAL ENGINEER E%POSE�. WXIMUM �ftY �ENSItt q5 PRPJIpED BT iHE AIO�IfIED PROCiOR iESi. AS1A1 D 155]. g a 18. C11Y APPROVEO PIPNS SHALL BE KEPi IN N PIAN BOX ANp SHPLL NOi BE USED BY 2. REMOVE i0P501L MAiERIAtS COMPLEiEtY GRON iHE SURFACE UNiIL iHE SOIL NO LONCER MEEtS WOftKIAEN. ALL CONSiFUCiION SEfS SNALL REFlECi S41AE INGORMAiION. Ai ALL TIMES TME DEGINrtION OG ipPS011.. AVOID AIININC i0G501L WIiH SUBSOIL OR OIHER E%GVAtEO 3.8 FINISH GRADING � MAiER14L5. i0P5DIL SNALL BE SiOCKPILf� SfPhRAiflT GOR RfUSE AS DIRfCiE� 9T RiE CONS�RUCiION q PERfOR1A ALL fINI5HE0 GPPOING i0 PRONOE SA100iM, EVEN SURFACE AND SUBSURFACE DR/IN4CE OF iHE iHESE ARE TO BE UNDER iHE CARE Of RiE JOB SUPEFIMENpENi. 2.2 GOROUS ANO NON GOROUS EM&1NKA1ENi ANO 64CK �ILL: SUPEINISOR. fNilqf ARFA WRHIN iHE LIMRS OF CONSiRUCiION. GPFOING SINLL BE COMPAiIBLE WIiN ALL SURROUNOING A1 Q061 2A 19. DESIGN DRAWINCS ARE DIAGRAMAi4iIC ON�Y AND SHALL BE FOLLOWED AS CLOSELY AS A MINNESOTA PER NN DOT, IiEM 203 3. E%CEPi 1VHERE E%ChVAiION i0 CREAiER OEPiH IS iNDiCAiED. flll DEGaE55i0N5 PESUIiIrvG FaOU rOVOGUaPxY ANO SiRUCiURES. ACiUAL LONSiRUCiION CONDIilONS WILL PFFAIIi NJY ERROR, OMISSIIXV, OR OESIGN B. PENNSYLVANIA: PER SECiION 206, PUBLICA�ION 408 CLEAFING. GRUBBING AND DEMOLIiION CONPLEiELY wliH SUIiABLE fILL. g. UiILIZE SAPSFAGiORV FlLL MAiERIFLS RESI1LiING FPOAI iHE E%G4VAlI0N WORK IN iHE GONSiRULiION OG GILLS. OISCREPANCY SHALL BE BROUGHi i0 tHE FiiENiION OF iHE T-MOBILE C�NSiRUCiION C. WESi VIRGINIA PER WV OOi. SECTION 20], ]16 D. REAIOVE FROlA iHE SIiE AND �ISPOSE IN AN AUiHINtIZED IANDFlLL PLL DEBRIS RESULIINC FROM EN&WKMENiS ANO F�R iNE REPIACEMENi OF REAIOVEO UNSURABLE Ai4iERWS. SUPEINIS�R FOR CIAPoFlCAiION OR CORRECiION BEGORE CONSiRUCiqN. CLEPAING AND GRUBBMG OPERRilONS. BURNING IS NOi PERMIi1ED. C. REPAIR PLL ACCESS R�A�S ANO SURRDUNDING AREfS USED DURING iHE COURSE OF THIS WORK i0 iHEIR 2�. AS-BUIliS REOUIREMENiS: DO NOi USE RECORD DOCUMENiS GOR CONSiRUCiION E. PRIOR i0 E%G1VAiING, iHORWGNLY E%AA1ME iHE ARFA IO BE E%CMAiED RND/OR iRENCHED i0 ORIGINAL CONDI110N. VEftIFY iHE LOGilONS OF FFAiURES INDICAiED ON iHE OIUWINGS. AND hSCERiAIN iHE E%IS�ENCE RNO APPLE � PURPOSES. PROiECi RECORD DOCUMENiS fR01A OEiERIORAiiON AND LOSS IN A SECIIRE, 1.3 SELEGi SiRUCiURAL FlLL GRANUTAR FlLL MA7ERWL FOR USE LOCAlION OF AM' SiRUCiURE, UNOERGROUND SiNUCiURE, LULVERi. SiRFAM CRpS51NC OR O1HEF IiEM ,}.9 SECURiIY FENCE FIRE-RESISiANi LOCATION. PRWIDE ACCESS i0 RECDRO DDCUMENiS FOR iHE i-AIDBILE AROUND AND UNDER STRUCiURES WHERE SIRUCTURAL FILL MAiERIALS NOi SHOWN iHAT MIGHi AFFfCT OR IMERFEFE WIiH iHE NEW CONSiRUCiION. NOiIfY iHE VOiCESifiEAM p NE BOnOM OF iHE GErvCE SwyL BE 2 iNCxES 6ELOw iHE LOV OF iHE COUaOUrvp GRnvEL iF iNE SiiE VALLEY WT CONSiRUCiION SUPER�n50R'S RELERENCE DURING NORMnL wORKING HOURS. MuNiRIN A ARE REQUIRED: CONSiRUCiION SUPERVISOP OF nrvv OBSiRUCilONS TH4i WILL GREVENi RCCOMPLISHMENi OG 1HE WORKfpS CROSSES fFANRES SULH AS DlWINAGE DIiCHES. EiC., iHE �ENCE SNALL SPAN iHE DEPRESSION. CLOSE iHE SPFCE CLERN, UNDRMRCEO SEt OF BLUE OF BI�CK LINE PFINIS OF CONiR4Ci DR�WINGS RND 0. MINNESOTA PER NN DOT, I7EM 304 IN�ICAiED ON iHE DRAWINGS. BELOIV iHE BOii0A1 OF R1E fENLE WRN E%1R4. fENCE FABRIC OR H4RBN WIRE AS qREC1ED BY iNE i-MOBIlE � SHOP �RAWINCS. MARK iHE SEf 10 SNDW iHE ACiUAL INSiPLIAt10N WNERE iHE B. PENNSYLVANIA: PER PUBLICATION 408, iYPE 2A �. SEPARAiE PN� SiOCKPI�E ALL E%CAVAtE� MAtERULS SUIiA6LE FOR 6NCK FlLL. ALL E%CESS CONSiftUC�ION SUFERNSOR. GRIpR i0 PIACING CDMPONENiS SUCH p5 FABRIC, RFILS, 1FNSION WIRE AND CAIES, INSiALIAiION VARIES SUBSiANi14LLV FROM iHE WORK AS ORIGINALLY SHOWN. MARK WHICH C. WESi VIRGINW PER 0.SiN 2940-92 EXGVAiED AN� UNSUIiABLE MAiEAlALS SHALL 6E OISPoSED OF IN AN ARFA DESIGN4iED 6Y 1HE ENSURE iHAi iHE CONCREiE PDSi GOUNb1110N NAS RFALHED AT �fASi ]5& OF Ii5 �ESICN SiRENGiN OR Hh5 DftAWINGS IS MOST CqPABLE OG SHOWINC CONDIII�NS NLLY AN� ACCURAIELY. WHERE Z.q GRANl11AR BE��ING ANO iRENCH BACK FlLL: WELL-GRAOED SAND �OICESiRFNI CONSiftUC110N SUPEFVISOR. (UNSUItA&E NFiERIAL MAY BE REOUIRE� i0 BE REMOVED �URE� A MINIUUM OF >.�nvS AF1Eft StTING iHF POSi. 5551 i60TH ST. W SNOP �RAWINGS ARE USEO, RECORD T CRO55-REFEPENCE Ai iNE CORRESPoNDING fAON RIE SI�E.) B. FURNSN CAiES wI1H NECESSFk1' FliiINGS PNO HAR�WPRE. HINGES SHFLL PLLOW SWING GAiES i0 SWING 180 APPLE VALLEY, MN 55124 IOCAiION ON iHE CONiRpCi DRAWINGS. GIVE PARiICUTAR AiiENIION TO CONCFALED (SW OR SW-SM) AN� THE fOLLOWINC: A. AIINNESOiA: PER MN DOi, 3 2 SIRUCtURAL E%G4VAtI0N DECREES. RUNCER BpaS SWV.I NnvE iW, BpiiOM FND NiD�I£ LOCKING VOINIS WIiH iHE MI��IE FOINi ARIWNCED ELEMENiS iH4i WOULD BE DIffILULi i0 MFASURE ANO RECORD Ai A IAiER DRiE. MARK TEA1 603 q �WNpAiION E%G1VAiI0N5 SHALL BE CUi i0 FlRM MATERNL NANNC n SAGE BEnRING VAWE OG 3�C� FOR PPDLOCKING. GFiES SNNLL HAVE NEEPERS ON FACN LUF iHAi ENGAGE AVi0MR11LN.LV WHEN iNE CAiE IS RECORO SEfS WITH RED ERASPBLE PENCIL. USE OiHER COLORS i0 �ISiINCUISH BEIWEEN B- PENNSriVANN: PER PASHiO �5] P5F AND SFNLI BE FREE OF ALL LOOSE ANp WEI MAiEPoNS. IF iHE BOitO�n OF iHE EXCnvailOH SWUNC OPEN. PEPNR G4LVONIZED COAIING DAMFGED IN iHE iIEID WIiH NEiHODS RND iECHNIpUES 0.5 VARIAiIONS IN SEPPRAiE CATEGORIES OF 1HE WORK. MARK NEW INfORA41ilON iHAi IS C. WESi VIRGINIA PER WV DOi SECiIINJ 604 IS NOI GIRM AND SiA�E, OVER-E%CAVAiE RN PDOIiIONAL 12 INCHES. COMPaCi SUB-GFnDE AND �ILL RECOMAIENpED BY iHE MPNUfACiURER. IMPORiANt i0 iHE OWNER BUi W0.5 NOi SHOWN ON iHE CON1RACt DRAWINGS. DEiAILS OR 2�5 CRUSHE� SiONE SURFACE COURSE FOR ACCE55 ROAp: A. WIiH 12 INCHES OG SELECi SiRUCNRAL FlLI. � � � SHDP ORAWINGS. NOiE REUiE� CHANCE ORDER NUMBERS WHERE APGLICABLE. NOiE MINNESOTA: PER MN DOi, IiEM J04 B. ARER E%CAVAiION, iHE E%POSE� SOILS SH4LL BE INSPECiE� AN� lEStEp PN� ANY UNSVItTBLE 3.10 IANDSC�PING SIiE LWDSCPPING OPER�iIONS SNALL BE IN CONfORMANCE W11N iHE fOLLOWING SPECIFICAilONS: REIAiED RECORD DFAWING INFORMAiION AND PROOUCi DATA. UPON COMPLEiION Of iHE B. PENNSY�VANW: PER PUBLIGITION 408, iYPE 2q DEPOSIIS REMOVEO AS DiRECiED 10 REACH SUIiABLE BFARINC SOIL ALL OVEft-EXCAVAtEp PRFA$ SHAIL 1. MINNESOiA: GEF MN DOi IIEMS 658-661. 66). 668, 610-6)3 WORK, SUBlAIT ONE 1 COAIPLEiE SET OF RECOR� �OCUMENiS i0 iHE C. WESi VIRGINIp PER NN DOi. MO�IFIED G1A55 1 AGGREWiE BE BACK GILLED WIiH SELEC� SiRUC1URAL GILL OR WIiH LEAN CONCREfE fILL i0 iHE ELEVniION OF iHE 2. PENNSnvpNIA: PER PA UOT SECilONS 800-806, 808-811, 856, 66a-665 �� PER SECiION ]04 OR CFUSHED UMESiONE PER ASiM �n� OF FOOnNC OR GOUNDniiON AS INDICniED ON iHE DRFWINGS. 3. WESi NRGINN: PER WJ OOi SELilONS 642, 651-655, ]15 i-MOBILE CONSiRUCiION SUPElNISOR GOR iHE OWNER'S RECOR�S. C. PRIOF i0 PIACEMENi OF CONC. FWNDpilONS, iHE SURFqCE ON wHICH iHE CONCREiE IS i0 BE � 294�-9Z' � PIACE� SHML BE COM4ACiED i0 A MiNiMUM Of 95% OF iHE MODifiED FROCIOR pExSirv B�' iHE � 2.6 CRUSHE� $TONE SUBBhSE FOR AGGE55 ROPD: 3.11 SiORM WAIEF MANAGEMENi AND EROSION CONiROL SipHM WAiER MMIAGEMENi ANp EROSION CONiROL SH4tL A MINNESOTA A4SHt0 5� CftU5HE0 LIMESiONE MO�IFlEll PROCiOR iESi. ASiM D155). gE IN CONFORMFNLE WRH iNE FOLLONiNG SPECIfiCAPONS: sxcerrrt�E � �. NO FWNb1il01VS OR SiRUC1URES SH4LL BE CONSiRUCiEO IINiIL iHE &VSE MAtERIALS HAVE BEEN 1. A1INNESOiA: PER AIN p0i IiEYS 20J, 60J-605, 6)J B. PENNSYLVANIA: PASHiO WS] CRUSHED LIAIESiONE INSPEClEO BY iHE i-MOBILE CONSiRUCiION SUPERNSOR. 2. PENNSYLVPNIA PA OOi SECilONS 601-604, 610. 612, 615-6i1. 806. 86¢-865 C. WESi VIRGINW A45HiD QS] CRUSHE� LINESiONE 3.3 SRtUCiUFAL GILI� ALL COMPACiED FlLL SH4LL BE PLICED IN UYERS NOi E%CEEDINC A LOOSE 8' 3. WESi NRGINL4 WJ DOi SECilONS 642 ANO 655 GENERAL NOTES 2.] CRUSHE� SiONE GRANUTAR BASE FOR COMPOUND: 1NICKNE55 PND COMPACiED TO A NININUN �ENSIIY OF 95R OF iHE MODIFIED PROCiOR DENSIIY OBiNNED A MINNESOTA: A45Hi0 �'S] CRUSHED LIMESiDNE irv aCCORparvCE wiM a5tu p-�55>. END OF SPECIfICAiION B. PENNSYLVANN: PER PUBl1CAl10N 408, IYPE 2B 30 &1CK [ILL AS $OON f5 PRACiICAL AREP COMPLEfING CIXJSiRUCiION OL iHE REIAIED SINUCiURE, sxEFrN�ueFa C. WESt VIRCINIh MSHTO 5] CRUSHE� LIMESTDNE �NCLUDINC IXviRqllprv 0� iNE SvEQGiEO MMIUUU CUR�NG vEa�O� FOR CtSi-IN-PIACE CONCREfE, - � � BnCKfILL iHE E%CAVAtION WIiH APPRGVEU MAiEPIAI t0 RESt�RE 1HE REPUIRED fINISH GRADE. , 2.8 UNSUIiABLE M4iERIALS' i0P SOIL HIGH AN� N-1 � ti � a� w w �, � � PROJECT SPECIFICATION I6000 (ELECTRICAU C. GROUND CONDUCTOR rl PART I: GENEf2AL Proiect Specificaiion 16670 (Grounding� � N p� 7.1 SCOPE- iHIS SPECIFICAiION DESCRIBES THE MINIMUM REQUIREMENi FOR INSiALL1ilON OF ALL ELECiRICAL Pa�t I: GENERAL 1. ALL DIRECi BURIED GRDUND CONDUCTORS SHALL BE iINNED SOLID (b2 AWG) WIRE BURIED =�� SYSTEMS. GROUND CONDUCiOR SHALL BE WSiALLED AT MINIIAUM DEPTH OF 36" BELOW GRADE O m� Z 12 REFERENCES: iHE PUBLICAilONS L157E� BELDW FDRM PART OF 1H15 SPECIFlCATION. EACH PUBLICATIDN 1.1 SC�PE 2. ALL SUB GRADE GROUNO CONNECTIDNS SHALL BE MADE iHROUGH THE USE OF EXOTHEftMIC r�� SHALL BE THE LAiEST REVISION AND ADDENDUAI IN EFFECT ON THE OATE THIS SPECIFICATION IS ISSUED FOR A. ihis specification prescribes the requiremenls for furnishing, installation and �esting of the WELD PROCE55. CONNECTIONS SHALL INCWDE ALL CABLE i0 CABLE SPLICES, iEES AND ALL CONSTRUCTION, UNLESS NOTED OiHERWISE. EXCEPT AS MODIFIED BY iHE REQUIREMENTS SPECIFlED HEREIN, OR grounding coble, connedors and asso<iated components as indicated on the drawings. CROUND R00 CONNECiI�NS. MDLO, WELD KITS, E7C., SHALL BE MANUFACTURE� BY CADWELD N� a THE DETAILS OF THE DRAWINGS, WORK INCLUDED M iH15 SPECIFlCATIDN SHALL CONFORM TO THE APPLICABLE B. Applicolions of electrical grounding and bonding work specif'ied in this specification indude AND SHALL BE INSTALLED AS PEft iHE MANUFACTURER'S INSTftUCilONS. w Z PROVISIONS OF 7HESE PUBLICATIONS. lhe following: 3. GROUND CONDUCTORS SHALL BE RDUTED IN THE SHORTESi AND STRAIGH7EST DISiANCES � � A. AN51 AMERICAN NATIONAL SiANDARDS INSiITUiE 1- fence ond 9ate posts �.,�,.� o w ( ) POSSIBLE TO MINIMIZE TRAN9ENT VOLTAGE R6ES. CONDUCTDRS SHALL BE INAALLED AS � o B. NESC (NATIONAL ELECTRICAL SAFE7Y CODE), lAiEST EDITION 2. electrical power systems FOLLOWS: � C. NEC (NAiIONAL ELECTRICAL CODE), UiEST EDITION J. grounding elec[rodes A. ALL GROUND CONDUCi0R5 SHALL FOLLOW A CONiINUOUS DDWNWARD PATTERN TD THE D. NFPA 70 (NATIONAL FIRE PR�TECTIDN ASSOCWTION) 4. ground bus bar GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWAR� �IRECTION.) E. OSHA (OCCUPATIONAL SAFEiY AND HEALTH ADMINISTRATION), INCLUDING ALL APPUCABLE AIAENDMENiS 5. rvice equipment B. CONDUCTORS SHALL BE INSTALLED WITH A MINIMUM OF 12 WCH MINIMUM BENDING RPDIUS. R T�o � 6. enclosures C. WHEN THE MINIMUM BENDING RADIUS CANNOi BE ACHIEVED, GROUND CABLES SHPLL BE oo ° c F. U.L (UNDERWRIiERS tABORAi0RIE5) m i 3� 1.3 SYSTEM DESCRIPiION 7. onopole�loltice lower ft0UTE0 AT 90 DEGREE BENDS WITH LHE USE �F EXOTHERMIC CONNECTIONS AT 90 DEGREES. � A. �ESIGN REQUIREMEMS: THE CONTRACTOR SHALL INSiALL UNDERGROUND ELECTRICAL AND LELEPHONE 8. ice bridqe THE INiENT IS TO EUMINAiE THE CABLE BEND RADIUS AND REPIACE THE RAOIUS WITH AN � a`� i CONDUITS AND CABLE AS SPECIFlED HEREIN AND 15 SHOWN ON THE DRAWWCS. �.� ftEFERENCES: 7�e publicalions lisled below form parl of this specification. Each publication shall EXOTHERMIC CONNECTION. 6 s_m �' be the latest revision and oddendum in effect on the dale th'is speafication is issued for construction, PART III: EI(ECUTIDN �� v � B. PERFORMANCE REQUIREMENTS: WHEN FlNISHED, WORK SHALL BE IN A COMPLE7E AND UNDAAIAGED STATE, nD^ AS REQUIRED IN THE CONTRACT DOCUA4ENiS. unless noled otherwise. Except as modif�ed by the requirements specified herein, or the details af the 3.7 PREPARATION �,_ drawings, work included in �his specificatlon shall cantorm to the applicable provisions of these A. ALL SURFACES TO WHICH GROUND CONNECTIONS WILL BE MADE SHALL BE FREE OF PAINT, I' 1� m� W� PART II'. PRO�UCTS publications. GALVANIZMG DIRECi CORROSION EiC.. W ? x 27 GENERA� � A. AN51 (AMERICAN NAiIDNAL STANDAROS MSTITUiE) B. ALL METAL SURFACES EXPOSE� ON GROUNDING SHALL BE EITHER COLD GALVANIZE, OR � °aa � A. REMS SHALL BE NEW AN� SHALL BE INSTALLE� ONLY IF IN FIRSL-CIASS CONOITION. B. IEEE (INSTITUTE OF ELECTRICPL AND ELEC7RONICS ENGINEERS) PAIMED i0 MAiCH DRIGINAL SURFACE. B. SUBSTITUilONS FOR MATERIAL WILL BE PERAIIT�EO ONLY BY WRITiEN APPROVAL OF THE T-MOBILE G NEC (NATIONAL EIECTRICAL CODE), Iatesl editlon 3.2 E%AMINATIDN. \ / CONSiRUCTION SUPERVISOR. D. NEAIA (NATIONAL ELECiRICAL IAANUFACiURERS ASSOCIATION) A. EXAMINE AREAS AND CONDIilONS UNDER WHICH ELECTRICAL GR�UNDINC AN� BON�ING � �/;'' 22 MATERIALS: iNE C�NTRAC70R SHALL PROVI�E ALL MAiERIAL EXCEPT AS SPECIFIED IN iHE CONTRACL CDNNEC710NS ARE TO BE MADE AND NOTIFY T-MOBILE CONSTRUCTION SUPERVISOR IN WRITINC �/�� DOGUMENTS. AlL MATERIAL SHALL BE APPROVED AND L14ED 8Y OR 6EAR THE U.L. LA6EL, AND WILL COMPLY E NESC (NA7IDNAL ELECiRICAL SAFETY CODE), lalest edltion OF CONDITIONS DETRIMENTAL TO PROPER COMPLEiION OF WORK. DO NOT PROCEED WITH (11= WI1H AN51, IEEE ANO NEMA STANDARDS WHERE APPLICABLE. F. DSHA (OCCUPAiIONAL SAFEIY AND HEALTH ADMINISTRATION) WORK UNTIL UNSATISFACLORY CONOITIONS HAVE \� A. CONDUliS: G. U.L (UNDERWRRERS IABORATORIES) B. THE CONiRACTOR SHALL NOiIFY 7HE T-AIDBILE CONSTRUCTION SUPERVISOR 24 HOURS 7. PLL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC, SIZED AS SHOWN ON THE CONSTRUCTION H. Appficahle Locol Codes and Ordinonces PRIOR TO TRENCH BACK FILL ALL WORK DONE BELOW FINISHED GRADE SHA�L BE � p DRAWINGS. PART II: PR�DUCTS INSPECiED BY THE AERWL CONSiRUCiION SUPERVISOR DURING 7HAi PERIOD OR THE 2 ALL E%iERI�R ABWECROUND CONDUIT SHALL BE PER LOCA� C�OE RE�UIREMENTS. 21 MAiERIALS: EXCEPT AS OTHERWISE INDICATED, PROVIOE ELECTRICAL GROUN�ING PN� CONTRACTOR SHALL PROCEED. 3. ALL INTERIOR CON�UIi SHALL BE EMi WITH COMPRESSI�N-iVPE FIRINGS. BONDINC SYSTEMS INDICATED; WITH ASSEMBLY OF MATERIAL, INCLUDING, BUi NDi LIMRED T0, GROUNDING 3.3 GR�UNO LESTMG a= 4. LIOUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR OUiD00R LOCATIONS WHERE FLEI(IBLE ELECTRODES, BONDING JUMPER AND ADDIiIONAL ACCESSORIES NEEDED FOR A COMPLETE INSTALLATION. A� THE CDNTRACTDR SHALL TEST iHE GROUND ELECTRODE ROD RESISTANCE IN ACCORDANCE o a� CONNECTIDN IS REQUIRED. � WNERE MORE iHAN ONE iYPE COMPONENT PRODUCT MEEiS INDICATE� REOUIREMENTS, $ELECTION I$ WITH THE METHODS OF MEASUREMENT SHOWN IN THE fALL OF POTENTIAL AIETHOD. B. CABLES: CONDUCTORS FOR GENERAL WIRMC SH4LL BE NEC SiANDARD ANNEALED COPPER WIRE WITH INSLALLER'S OPiION. WHERE M4TERIALS OR COMPONEMS ARE NOT INOICATED, PROVIDE PRODUCiS WHICH B. TEST MSTRUMENTS SHALL OPERAiE AT A FRE�UENCY OTHER THAN 60 HERTZ AN� SHALL NEC 600 VOLT INSUTATION. COMPLY WITH NEC, U.L AN� IEEE RE�UIREMENTS AN� WITH ESiABLISHE� INOUSTRY 57ANDARDS FDR CONTAIN SiRAY CURRENi AN� OC FlLiERS, FAULT CURRENT PROiECTION AND MAVE SENSIiIVItt 7. �B AND LARGER-SiRANDED ttPE, THHN OR iHWN THOSE APPLICATIONS INDICATED. TD OPERAiE A LOW SIGNAL STRENGTH. � ; 2. �10 AND SMALLER-SOLID iYPE iHHN OR THWN C. PRIOR TO TESiING, iHE CONTRACTOR SNALL OE-ENERCIZE ALL POWER SOURCES, ti z � s 3. CONDUCiORS M CONDUIT IN OR ADJACENT TO HIGH HEAi SOUftCE SHALL BE iYPE XHHW A, GROUNDING OISCDNNECT THE EIECTRODE CONDUCTDR FROM THE GRDUN� R00, WEAR HICH VOLTAGE o O 3 4. CONDUCi0R5 IN CONDU175 ABWE ROOF. ON TOP OF ROOF OR INSIDE BUILL ROOFINC MATERIAL 1. THE E�UIPMENT SHALL BE GROUNDED AS FOLLOWS, AS SHOWN �N THE DRAWWGS AND IN RUBBER SAFEIY GLOVES AND WILL NOT HANDLE TEST INSTRUMENTS IF AT PLL POSSIBLE. _ p E� SHALL 6E ttPE XHHW COMPLIANCE WITH NEC ARTICLE 250 AND SiAiE AND LOCAL CODES. D. CROUNO TESTS ARE TO BE PERFORMED BY pUALIFlED PERSONS FAMILIAR WIiH THE C. CONVENIENCE OUiLET: UNIESS NOiED 07HERWISE, SURFACE-MOUMED OUTLE7S FOR EXTERIOR 2 CROUND R005 AND QUAMIIY SHOWN ON iHE DRAWINGS ARE DIAGRAMMATIC. iHE CONiRACTOR CONSLRUCTION AND OPERAiION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHAIL PERFORM THE GROUND TEST AS LOCATIONS SHALL BE FERALOY, CPD/ZINC ELECTROPLATED wliH iHftEADED HUBS OR CONOUIT ENTftANCES DRILLED SHALL PERFORM A GROUND-RESISTANCE-TD-FARiH TEST. SHOULD iHE MSTALIAiI�N NAVE A RESISTANCE DUiLWED. ALL TEST RESULTS SHALL BE FORWARDE� iD THE T-MOBILE CDNSiRUCiION ANO TAPPEO. ALL COVERS SHALL BE SELF-CLOSMG AND GASKEfED. SURFACE MDUMED OUTLEiS FDR MTERIOR OF 5 �HMS OR MORE, CONiRACiOR SHPLL INSTALL MORE GROUND RODS AS NECESSARY 50 iHAi THE SUPERVISOR FOR APPROVAL. LOCATIONS SHALL BE GALVAMZED, PRESSED SiEEL WIiH COVER PL1TE, SIERRA PUSiIC SME, IVORY COLOR. OVERALL GROUND-TO-EARTH RESISTANCE IS LESS THAN 5 OHMS END OF GROUNDING SPEGFICATIONS D. COAXIAL CABLE SUPPORTS 1. ALL WAVE GUIDE SUPPORLS SHALL BE MANUFACiURE� TO MEET ALL COA% 3. WSiALL ELECTRICAL GROUNDING AND BONDING SYSiEMS AS INDICATED, IN ACC�R�ANCE WItH MINIMUM BENDING REQUIREMENTS WAVE GUIDES, AND 81587 FDR 6 WAVE GUIDES. SUPPORTS SHALL BE PRDVIDED �1ANUFACLURER'S INSiRUCTIONS, NEC'S "STANDARD OF INSiALLAiION;' AND IN ACCOftDANCE WIiH 3�-0" ON CEMERS. ftECOGNREO INDUSiRY PRACTICES TO ENSURE THAT PRODUCTS CDMPLY WIiH REQUIREMENTS. CLOSE OUT DOCUMENTATION 4. COORDINATE WIiH OTHER ELECTRICAL WDRK AS NECESSARY TO INTERFACE WSTALLAiIDN OF PART III: EXECUTION ELECTRICAL GROUNDMG AND BONDING SYSTEMS. CLOSEOUT BOOK CONiAINING iHE FOLLOWING �` 3.1 PREPARATION � 5. INSiALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHED GRADE WHICH ENCIRCLES A. BEFDRE IAYING OUT WORK, EXERQSE PROPER PRECAUTION TO VERIFY EACH MEASURE�AENT. THE iOWER AND EQUIPMENT AND ARE CONNECiED i0 FACH DRIVEN GROUNO ROD. CROUND iRENCH 1. AS BUILT DESIGN DRAWMGS SEINICESB. USE E%TREME CAUTION BEFORE E%CAVATMG IN EXISTING AREAS TO LOCATE E%ISTWC UNDERGROUND SHALL BE AT LEfST 24 INCHES AWAY FROM FOUN�AilONS. A� QOS � ZA 6. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE 2. SWEEP TEST RESULTS � 3.2 INSPECTION WITH MANUFACTURER'S PUBLISHED TOROUE TIGHTENING VALUE fOR CDNNECTORS AND BOLTS. WHERE A. A VISUAL CHECK OF ELECTRICAL PND TELEPHONE CABLES, CONDURS AND OTHER REMS SHALL BE MADE MANUFACTURER'S TORQUWC REQUIREMENTS ARE NOT INDICATED, 71GHTEN CONNECTIONS i0 COMPLY WITH 3. RESISTNELY TESi BY AN T-MOBILE CONSTRUCTION SUPERVISOR BEFOftE THESE ITEMS ARE PERM4NEMLY INSTALLED. � TIGHTENING iORQIIE VAWE SPECIFlED IN U.L. 486A TO ASSURE PERMANENT ANO EFFECTNE GROUNOINC. q, PHOiO OOCUAIENiATION OF: APPLE B. THE CONTRACTOR SHALL NOTIfY iHE T-MOBILE CONSTRUCTIDN SUPERV-TEMPLATES & 7. APPLY CORROSION-RESISTANT FINISH (NO-OX) T� FIELD-CONNECTIONS, A1 COPPER GROUN� BARS PROT�IYPES/OLD-HOLD-2/OLD-BUT-HOL�/HAftOLD WILBURN CURRENi.tlwgPK iISOR 24 HDURS PRIOR TO AND PLACES WHERE FACTORY APPUED PROiECTIVE COATING HAVE BEEN DESiROYED. WHICH-iEMPLAiES & - UNDERGROUNO CONDUITS AN� GROUND RING VALLEY VVT iRENCH BACK FILL PRDTDttPES/OLD-HDLD-2/OLD-BUT-HOLD/HAftDLD WILBURN CURRENT.dwgPK��ARE SUBJECTED TO - pNTENNA, CDAXIAL, JUMPER ATTACHMENTS AND GROUND NIT ATTACHMENTS CORROSNE AN��OR OXIDATION PROCE55. - ANTENNA DOWN iILT MFASUREMENT USING AN INCLINOMETER ON THE BACK PIANE J.J INSTALLAiION 8. ON EXISTING IATfICE TDWERS, WATER TDWERS AND RDOF TOPS WHEN A NEW GROUNDING SYSTEM IS OF THE AMENNA A. TRENCHINC, BACK FILLING, BEDDING AND COMPACTING SHALL COMPLY WITH SITE WDRK SPECIFICAiIONS. INSiALLED. THE CDNTRACTDR SHALL TIE THE NEW CROUND SYSTEM TO iHE E%ISiING WAiER TOWER, - GROUND BAR ATfACHMENTS 5551 i60TH 5T. W B. DIG iRENCHES TO THE REQUIRED DEPiH AS SHOwN ON THE DRAwINGS WITHOUi POCKEfS OR DIPS. lqTfICE TOWER SiRUCTURAI SiEE� oR BUIL�WG STftUCTURaL STEEL AS iHE CASE MAY BE At LUST AT APPLE VALLEV, MN 55124 REA40VE URGE STONES FROA� iHE BOTfOM DF THE TRENCH AND FIRMLY TAMP LOOSE FILL IN THE BOTTOM ONE LOCATION SO THAT THEY ARE AT THE SPME POTENTIAL 5. SIGNED OFF PERMIT CAR�S BEFORE CONDUIT IS L11D. B. GROUND R005 C. INSTALL UNDERCROUNO CONDUIT WITH A MINIMUM 3-INCH TO 10�-FOOT SLOPE OR i0 A SLOPE SHOWN 7, GROUND RODS SHALL BE 5/8" DIAMETER 8'-0' LONC, COPPER CIAD DRIVEN R0�(5). 6. CERiIFICATE OF OCCUPANCY ON iHE DRAWINCS. 2. GROUND RDO(5) SHALL BE LOCATED AT THE PERIMETER OF EQUIPAIENT AS TO CREATE A GRDUND �� D. UNLESS SHOWN OTHERWISE ON THE DRAWMGS, TERA4INATE AND CAP ALL STUB-UPS 72 INCHES ABOVE RING AS SHOWN ON iHE DRAWINGS. 7. RE7URN OF KEYS AND/OR ACCESS AUTHORRATION FINISHED CRADE ELEVATION. E. WHEREVER CONDUITS CROSS UNDER ROADWAYS, USE GALVANIZED RIGID SiEEL CDNDUITS IN ALL CASES, 3. CROUND ROD(S) SHALL BE SPACED Ai A MINIMUM $PACINC OF 8'-0 AND A MA%IMUM SPACINC OF EXTENOING 5 FEEi BEYOND THE EDGE Of THE R�AD BED. MINIMUM DEPTH FOR CDNDUIT SHALL BE 4 fEET 10'-0". 8. ORIGINAL BUILOING PERMIi . BELOW ROADWAY CRADE, � 4. GROUND R005 SHELL BE BURIED BELOW THE GRDSiLME. AT NO LIME SHALL THIS DEPiH BE LESS . F. M4RN UNDERGROUND CONDUITS WIiH A 6-INCH WIDE RED POLYEiHYLENE 7APE BURIED 6 INCHES UNDER THAN 16" BELOW FlNISHED GRADE � THE SURFACE DIRECTLY OVER iHE CONDUITS. MARK THE TAPE THUS: CAUTION-BURIED ELECTRICAL CABLE 5. GROUND RODS WHICH CANNOT BE DRIVEN SiRAIGHT DOWN THE ENTIRE (10) FEET, SHALL BE DRNEN sHEErn i � G. FOR SEALING CONDUIiS, USE ONI.Y NONiHERM07lASTIC COMPOUNDS SUCH AS J.M. DU%SFAL, OR AN q7 qN ANGLE NOi GRATER THAN 45 �EGREES (NEC 250-83 AND 250-84). GENER4L NOTES APPROVED SUBSiIiUiE. THE COMPOUNO SHALL HAVE NO EFFECi ON RUBBER OR RUBBER-LIKE INSUUiIONS, 6. GROUND ROD LOCA7I�NS SHALL BE NOTED ON THE AS-BUIIT DRAWING C�MPLEfE WITH DIMENSIONS. LEA�, AWMINUM OR FERROUS ALL0Y5; 17 SHALL BE INS�WBLE IN WATER AND WITHSTAND MAXIMUM TEMPERATURE J, PROVIDE GROUND TEST WELLS AS SHOWN ON THE CONSiRUC71DN DRAWINGS. RANGES OF THE LOCALItt. � N. COAXIAL - REFER i0 NOKIA ANTENNA AND COAXIAL CABLE INSUlATION PROCEDURES. sNeetNUMnEa I. AMENNA - REFER TO NOKIA AMENNA AND COA7(IAL CABLE INSULAiIDN FROCEDURES. J. LNA�MHA - REFER i0 NOKIA ANTENNA AND COA%IPL CABLE MSUUTION PROCEDURES. �-/� END OF ELECiRICAL SPECIFlCAiIONS ••a �•� / •s•• / ii ai'� ♦ �./ •ws . City of AppVa��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent - Utilities DATE: August 23, 2012 SUBJECT: FIRST AMENDMENT TO ANTENNA LEASE WITH OPTION AGREEMENT WITH T-MOBILE CENTRAL LLC - VALLEYWOOD RESERVOIR In 2008 an antenna lease agreement was approved with T-Mobile Central LLC for the installation of ground equipment and antenna on the Valleywood Reservoir located at 4863 McAndrews Road. The attached lease amendment is for the removal and replacement of nine antennas on the water tower. The original lease agreement allows for modifications to brackets, coax, and related equipment necessary to complete the antenna upgrade. There are no fee changes to the original agreement. The amendment was prepared and approved by the City Attorney. The draft plans are attached and the engineering review is pending. Recommended Action: Approve First Amendment to Antenna Lease Agreement with T-Mobile Central LLC at Valleywood Reservoir contingent upon Public Works Department approval of final plans. CBJ:jcb Attachment c: Todd Blomstrom Site # AlQO101A Market — Minnesota Landlord Site Name: Valieywood AMENDMENT TO LEASE WITH OPTION AGREEMENT This Amendment to Lease Agreement ("Amendment") is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and T-Mobile Central LLC, a Delaware limited liability company ("Tenant"). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a Lease Agreement dated (including any prior amendments, the "Lease"), with respect to Premises located at 4863 McAndrews Road, Apple Valley, Minnesota 55124. B. Landlord and Tenant desire to enter into this Amendment in order to mociify and amend certain provisions of the Lease. AGREEMENT NOW, THERF,FORE, in consideration of the facts set forth in the Recitals above, the mutual covenants and conditions set forth herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Parties hereby agree as follows: 1. Installation of New Equipment. Effective as of August , 2012, Tenant is hereby allowed to remove, replace and install such additional equipment as specifically set forth on Exhibit A attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit A shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit A and in accordance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit A, Tenant shall not be allowed to make any other additions or replacements of any equipment or Antenna Facilities without Landlord's prior written consent. Nothing contained in this Amendment shall be deemed a waiver of any provision(s) in the Lease that requires Tenant to obtain Landlord's consent for any improvements or changes to Tenant's equipment in the future. 2. Construction Standards. All work to be performed by Tenant and its contractors, agents, and employees shall be done in a good and workmanlike manner and in accordance with the plans and specifications set forth on Exhibit A. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit A without Landlord's prior written consent. Tenant shall pay for all work to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indemnify and hold harmless Landlord from any and all costs, charges, liens, suits, actions, and expenses including but not limited to attorney's fees and court costs, arising out of or related to Tenant's negligence or misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities or any other equipment of Tenant or its agents, contractors or assigns. 3. Costs of Review. Tenant shall be responsible for all reasonable costs of Landlord's inspection, installation, project management costs, review fees, staff time, and any and all other fees and expenses incurred by Landlord in reviewing and approving Tenant's application for this Amendment of the Lease. All such fees shall include all attorneys' fees, staff and administrative review time and third party consultant fees and expenses all of which shall be at the expense of Tenant. All such fees and invoices must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice for the same. Any invoices or other sums owed to Landlord, under the Lease or this Amendment, which are not paid by Tenant within thirty (30) days after such sums become due and owing shall: (1) be a material default under the Lease; and (2) bear interest at the lesser of fifteen percent (15%) per annum or the maximum rate allowed by law. The terms of this paragraph shall survive the expiration or earlier termination of the Lease. 4. Failure to Remove Improvements. Upon terrriination of the Lease for any reason, Tenant shall remove its Antenna Facilities (including all Additional Equiprnent) fxom the Property on or before the date of termination, and shall repair any damage to the Property caused by such equipment, normal wear and tear, and casualty excepted; all at 'I'enant's sole cost and expense, whether removed by Tenant or Landlord. Any such personal property or facilities which are not removed on or before the date this Lease terminates shall, at Landlord's option, be deemed abandoned and become the property of Landlord. In the event Tenant leaves any personal property, equipment or any portion of its facilities on the Property without Landlord's written consent, Tenant shall reimburse Landlord for the cost of removing and disposing of the same. Tenant shall be responsible for paying Base Rent and all other sums owed under this Lease until such time that Landlord or Tenant has removed the Antenna Facilities from the Property. In th� event Landlord attempts to collect on any unpaid sums owed by Tenant under the Lease or this Amendment or Landlord brings any other action to enforce the terms of the Lease, as amended, Tenant shall be responsible for costs of collection including, but not limited to, attorneys' fees, court costs, and expert witness fees whether or not Landlord files suit against Tenant. The terms of this Section shall survive the termination or other expiration of this Lease. 5. Indemnification. Tenant further agrees to indemnify, defend and hold Landlord harmless from any and all claims, costs, penalties, fines, lawsuits, demands, and expenses, including attorney's fees and court costs, arising out of or related to any negligence or misconduct in any entry upon the Property by Tenants agents, contractors, and employees. All indemnification obligations of Tenant as set forth in the Lease and 2 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Lease, Tenant will not be liable to Landlord for, or indemnify Landlord against, punitive, indirect, incidental, special or consequential damages, including, without limitation, loss of income or business opportunities. 6. Limitation of Landlord's Liability Early Termination. Landlord's liability for damages to Tenant under the Lease and this Amendment shall be limited to the actual and direct costs of equipment removal and shall specifically exclude any recovery for value of the business of Tenant as a going concern, future expectation of profits, loss of business or profit or related damages to Tenant. 7. No Waiver. Nothing contained in this Amendment shall be construed as waiving a party's right to insist that the other party comply with each and every provision of the Lease, including, but not limited to Tenant's obligation to seek Landlord's approval before Tenant may install or replace any equipment beyond that shown and identified in the exhibits to the Lease, Exhibit A to this Amendment and any other amendments to the Lease. 8. Notice. Tenant's notice address shall be as follows: T-Mabile Central LLC 12920 SE 38 Street Bellevue, WA 98006 Attn: Lease Compliance � Site # A1Q0401A Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100 —147 Street West Apple Valley, MN 55124 with a copy to: Dougherty, Molenda, Solfest, Hills & Bauer P.A. Attn.: Michael G. Dougherty, City Attorney 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 9. Conflict. In the event of a conflict between any of the terms contained in this Amendment and any terms contained in the Lease, the terms of this Amendment shall govern. 10. Affirmation of Lease. Except as set forth herein, all terms and conditions of the Lease shall remain in full force and effect. 3 11. Construction. Landlord and Tenant agree that each of them has participated in the drafting of the Lease, this Amendment and any other amendments (collectively the "Agreement") and that the Agreement shall not be construed against the party that drafted it. Both Landlord and Tenant acknowledge and agree that any Court interpreting the Agreement shall not construe any portion of the Agreement in favor of or against Landlord or Tenant based upon any rule of law or construction that would construe the Agreement against the party that drafted it. IN WIT'NESS WHEREOF, the Parties have set their hands as of the date set forth below. Dated: CITY OF APPLE VALLEY: By: Mary Hamann-Roland Its: Mayor Dated: By: Pamela J. Gackstetter Its: City Clerk Dated: �� T-MOBILE CENTRAL LLC �05. ��, Se e ✓ BY: �� = — Its: ,�' C7�l�I `�� w�G2�- SUSAN MAE STREETS � F.:• � : Notary Public ° � ` Minnesota My Commission Expires 1�31�2015 4 '• � � W �, � � � � �� = o�, . ... p 1 C�� "Z � �NQ w � • � s 800 WEST 78TH STREET, SUITE 400 �' � w EDINA, MN 55439 R ,� �� "� _ =°m PRO.��T�o°°°�c�NSU SITE NAME: APP�E VALLEY WT VALLEYWOOD �� LTANT TEAM m��a N ITAM': TERRACONSULTINGOROUP,LTD. S ITE NUMBER: A1Q0101A p��=� 800 BU33E HIGHWAV mn.a � PARK RIDGE, fL BOOBB `°",°�°°°° STRUCTURE TYPE: WATER TOWER �� STRUCNRAL ENGIPEER: KRECH OJARD 8 ASSOCIATES '° MARKET: MINNESOTA . EAU CLAIRE, WI 507V3 (T16) 662-73T4 � g S E B �i VICINITY MAP N.r.s. Q REGIONAL MAP N.r.s. PROJECT INFORMATION SHEET INDEX �� ;� � ] - � SITE N4ME: APPLE VAILEV Wf VALLEVW000 - �«{ �� (� � L �,, r SHEET DESCRIPTION �S c� RE ION '� �.._ � SITE PXIMBER: A1Q0107A f c ?-�'�� . rI . � � �� ... �� /' "� _�-�^- r-� �rme sHeer o � � � �� x �" � -: � A � SITE ADORESS: 1887 MGANDREWS RD - ' C SITE PLAN p 7� � ! .', y � :� `�� '� APP�E VALLEY, MN 5512{ C-Z EQUIPMENT LAYOUTS � � g _ � � rk , � y � � ` ,�r �° � N � € $ $ $ 8 I ��'+" � � � �� ., �¢ f ��.• IATITUDE: NH°48'9.9984" ANT-1 TOWERELEVATION � � g 3� g�� ° �� LONGITUOE: W 93° 9' 3B 8887' ANT-tA ANTENNA LAYOUTS 0 � a �,.. f -..�`� �.. : � �� ,. •� � ' � PROPER'fV GTY OF APPLE VALLEV ANT-2 RFDS 0 � � LL I � � � � � •� � r � � ' -"'` � � � � owrieR: eae2 �aorHSirtEt� ANT-3 RF CONFIGURATION 0 > , �, ..,,._. � _. ).- � ��w�7��.,,��. �� , �..:��,.., aPr�vnuev.MNSSiu G-t GROUNDING6ETAILS 0 � �� '�, r �f �r�� _ A � � �ffi"',.,��..,y�.� � � �, �'`'� � N-1 GENERALNOTES 0 - � /".. b�w�. � � � APPLICANT: T-MOBILE . +, � � � � + � � ,F•. � ( ��z � � 1 .° : / T �,. ,fl ��" � '- ;�. , eaoo r�sr �e srrceer. suirE �oo N GENERAL NOTES 0 � ° - } � f J'r $� � f "� PROlECT ��M1 EOINA. MN 55439 m J e �� . J�� J r. { `' � j j7 ' ;iww.,.. � LOCATION � T�A.tOeILE CHRIS MILIER PROFESSIONAL ENGINEER . ,.,. , - �7" � _� i � l ...} , j � � ��-~ COPlTACT: (812)70t-2069 IHEREBVCERTffVTMATTHISPIAN,SPECIFICRTION,OR A1Q0101A � � C �J � �� •� �: T ^� � - � � �; SUPERVISIOfiA NPTNATtAMDULOYLICEN3ED OIRECT '' - i "�°" ' : � \� � � f � �� '�� : ""+'•" , PROFESSIOPULENGINEERUNOERTHElAW30PTHE ` . � �"" � � - -o— CODE COMPLIANCE ! � � �� STATE OF M NESOTA _ � �,� � y � � � i � APPLE VALLEY \ �1 " ggg f � }' 4 }� j ) \ . „� 1 �. ' � .— ... . -_' j � IBC 20�8 (2007 MINNESOTA STATE BUILOING CODE. `e � . y �/�_�L �t��9T_�/� l;� .._r ( � ��J r .�� ' :"` '" . CXAPTER1305) ��C��"� VALLEYWOOD ('S � ��I)� t� ti �� "�.�� ""� • � �.. .. 20I18MINNESOTASTATEQECTRICALCODE ry TM ZRdMERMANN ; .. n.n. ...�w 1, j � . _..- (- �I.� -� Y �T.. . � ��; � �.,. -�....._ DATE:�LICEN3EM 48536 , ��' � E � P,I / I j� �,,,, __; GENERAL INFORMATION APPLE VALIEV, MN S6 26 il'j.d 1 E j I ��" � ,�� r�,� I'..�I � (fl ) �� „�. �� . �� 7. PARKING t. � I �! f! t� \ j I � t I�7� I . �" ::. . °in1�s ,...... .,,�" 2 TRAFFIC S UNAFFECTED � � `�i l� j �[��.1 ! '�T J ��) � .� � 3- NOADDITIONALIMPERVIOUSAREAISPROPOSED SCALEI9FOR11xi7MEUW(U9EHNFSCALEFOR24X98�1� � T � _ . __... . ...___. �__..:. _ _... � " . I�I DRIVING DIRECTIONS SPECIAL NOTES APPROVALS a*E I FROMT•MOBIIEOFFlCE: HANOICMPEOREDUIREMENT3: SIGNATURE DATE °J ��_....._._��_ I � .. .._.... HEAD EAST ON W 7BTH ST TOWARD W BUSH U1KE RO (1.4 MI).7URN RIC�tiT fAC1�17Y IS UMIANNEO AND NOT FOR MUMlW NA6RRTION HANDIGIPPEO � ONTO E BU3FI Lr1KE RD (0.3 MI). TURN LEFT TO MERGE ONTO W94 NMN�S E �CCE53 REWUeEMENT3 NOT REQUttiED � PROPERTY ONMER � � CAIL 40 HOURS BFFORE OICGING (5.5 Mq. TAKE IXIT 2C TO MEROE ONTO MN-77 S(7.1 M1N). TANE TF� COUNTY � TITLE SHEET RD Je E EXIT TOWARO ZOO (0.7 Mp. MERGE ONTO CO�RD 39 3.0 hA . TURN �MBING PEaUIPEAIENTB � SITE ACAUISRION SPECIAUST � GOPHER STATE ONE CALL �pTATDORCHESTERTRAIL,DESTINATIONWilL8E0NTHELEFf'0.7M1. FFCILITYNASNOPLUMBINGORREFRIGERl�Ni3 IWIN Crtl6 MG (651) a5t-OOOR ( � FMANDFCCRC-0UIREMENTS' �aOFRE�UENCYENGINEER a � M � w 1.w. iDU. rR[E t-BOO-252-tte6 TMSFACILIriSNALLMEETOREXCEEDAIIFMANDFCCREq1REMENT$ CONSTRUCTIONMANAGER cowsrauCrion rsEOUiReraerrrs: ppERATiONS MANAGER: AlLNR1RKMUSTCONFORMTOTM091LESTANDAROSBAtLMPtICABLE T� �, GWES AND OH�MANCE8. ', l � � w � w � � � ,,, EXISTING TREE, TVP. � N � � O = o in �� N � w � � O 0 ~ w"'z 3 0 � a �., � o ro EXISTING AND PROPOSED EQUIPMENT ON STEEL O � R � PL4TFORMSEESHEETC-2 lusc�wrscn�.oasaue�uEwn� { a o0 FOR ENLARGED PLJW EXISTING RETAINING WALL . d r� �� EXISTING FENCE EXISTING WOODEN FENCE � — m m ENCLOSUREBVOTHERS . � �� (18) EXISTING COAX � EXISTING 12' WIDE ACCESS GATE W � m y� � CABLES,CONTR4CTORTO � maa�° RE-USE (2) PER SECTOR � (2) EXISTWG HIGH DENSITV ` / POLVETHVLENE PIPES FOR HYBRID ; �/� AND COAX CABLES (1) PROPOSED HIGH CAP � EXISTING VERIZON BUILDING 11 HVBRID CABLE FROM GROUND TO SECTOR ALPHA EXISTING SPRINT � EXISTING RETAINING WALL COAX CABLES � ° � � 4 � EXISTING GRASS � �\`� o$�' � o AREA � � � \�� '/' 3 s s �,��.� i�� _ � s a � EXISTINGEQUIPMENT k �:'� � — � £ � � � SHELTER BV OTHER EXISTING GRASS �A AREA � � o _ EXISTING SPRWT EXISTING SPRINT ANTENNAS � � s s` � ANTENNAS � O EXISTING WATERTOWER A � y � g < `�„✓ EXISTING HANDRAIL EXISTING T-MOBILE � ANTENNASLEDS � � A1Q0101A (iPER SECTOR) (3)EXISTINGANTENNASTOBEREMOVEO APPLE VALLEY AND REPLACED WITH (3) PROPOSED WT EXISTING VERRON ANTENNAS. (TVP. PER 3 SECTORS) SEE SHEET ANT-tA FOR EXISTING AND VALLEYWOOD . ANTENNAS. TYP. PROPOSED CONFIGURATIONS EXISTING SPRIM � ANTENNAS 4863MCANOREWS RD APPLE VALLEV, MN 55124 V�� G 1`�� * s»EE„�nE O Q" SITE PLAN Q � SITEPLAN � . C�� . SCALE: 1'=20'-0" NOTE: w CONTRACTOR IS TO VERIFV � � m ANTENNACABLECONNECTIONS � N ~ M PRIOR TO REMOVING ANV CABLES � � � �� O =ou� H � oJ Z � EXISTING TREE. TVP. � h w� N � N Q EXISTING RETAINING I • � o WALL � � � w EXISTING CANOPY � L i O EXISTING T-MOBILE AeOVE o i.zs 2s s m FENCED COMPOUND � EXISTING STEEL PLATFORM � NE � � NsE�A�FSU"wR'd<.,aM�a, R, � _ EXISTING NODE B �a o, � I (1)PROPOSEDREGULARCOVP � � m (7) PROPOSE� LARGE COVP MOUNTED MOUNTE� TO PROPOSED PIPE MOUNT � o, o.n � TO PROPOSED PIPE MOUNT "1�J �- `� i mamm EXISTING UTILITV H-FRAME � °a W PROPOSED PIPE MOUNT FOR POWER MODULES EXISTING TELCO BOX ;�� 1/� EXISTING EXISTING ELECTRIC METER I BTS � a � � � (1) PROPOSE� HIGH CAP � �� HVBRID CABLE FROM i I � � <� GROUNDTOSECTORALPHA I PURCELL �� e I � I I � � z � (18) EXISTING COAX v, CABLES CONTRACTOR TO I � — — � o � o � � � RE-USE (2) PER SECTOR L _ _ _ � I - p . � � c I � � EXISTMG'12'WIDEACCESSGATE a z '�, � I � � _ � I I � I � g < EXISTING VERIZON EXISTMG CABLE � � PO VETHV ENE PIPES FOR HVBRID m V o II ANTENNAS LADDER I i ANOCOAXCABLES A1Q0101A I, � I I I \ APPLE VALLEY l a. � � VALLEYWOOD � EXISTMG WATER TOWER (3) EXISTING ANTENNAS TO BE REMOVED pI 4863 MCANOREWS RD I AND REPLACED WITH (3) PROPOSED � ggg� APPLE VALLEV, MN 55124 ANTENNAS. (TYP. PER 3 SECTOR51 SEE � I, SHEET ANT-'IA FOR EXISTING AND '�� PROPOSED CONFIGURATIONS � �/ � � '� EXISTING T-MOBILE 4 _ — — — �j �� ANTENNASLEO �� . (1PERSECTOR) I �� P � JECT« s"�TT'nE e �� I/ EQUIPMENT PLANS �'i � M�� S�E��MwFa � ENLARGED EQUIPMENT PLAN SCALE: 1'=5'-0' C�2 , � ANALYSIS AND DESIGN OF TOWER AND w w � FOUNDATION BV OTHERS. NO ERECTION OR �H � M MODIFICATION OF TOWER AND FOUNDATION � SHALL BE MP.DE WITHOUT APPROVAL OF � ��'n STRUCTURALENGNEER O = o � � � oJ Z � � w � � NOTE: � PROPOSED ANTENNAS/ LINES/ MOUNTS � w� Z AND EXPOSED EQUIPMENT PAINTED TO � � MATCHTOWER � p W O m R, � � � � oop a t�� i ' � �� W� m�Wm I� ° � o a � (3) PROPOSED QUA� POLE ANTENNAS MOUNTED TO EXISTMG ANTENNA SLED (SEE SHEET ANT-1A FOR EXISTING AND � EXISTWG OTHER CARRIER ANTENNAS, TVP. EXISTING HANDRAIL PROPOSED ANTENNA LAVOUTS �� B a � � e � EXISTING OTHER CARRIER ANTENNAS, TYP. i �� w � F u � � o � �j _ p a d � o � y - _ ' � EXISTING VERTICAL CABIE LADDER EXISTING WATER TANK TOWER z F z ¢ w o Y � 0 o A1 Q0101 A ° o a o APPLE VALLEY w WT w EXISTINGANDPROPOSED � . VALLEYWOOD U EQUIPMENT ON STEEL � PLATFORM, SEE SHEET G2 w FOR ENLARGED PLAN 4863 MCANDREWS ftD � i APPLE VALLEY, MN 55124 r y EXISTING WOO�EN o FENCE (NOT ENTIRELV (18) EXISTING COAX � � � SHOWN FOR CLARITV) CABLES CONTRACTOR TO . RE-USE (2) PER SEC70R GRADE (1) PROPOSED HIGH CAP � rt � HVBRID CABLE FROM TOWER ELEVATION GROUND TO SECTOR ALPHA (2) EXISTING HIGH OENSITV sxee. r�urnaea POLVETHVLENE PIPES FOR HVBRID ' AND COAX CABlES '�, �� PROPOSED WEST TOWER ELEVATION A N T � � � scn�e r=aa-o^ \ � a a. � w w rn � a � e EXISTING ANTENNAS BY OTHERS � � � \\` � Q' EXISTING ANTENNAS BV OTHERS � 4 ' EXISTING VERTICAL CABLE LADDER � � = O N EXISTING VERTICAL CABLE LADDER '// (1) PROPOSED HIGH CAP HVBRID FIBER O �� Z CABLE FROM GROUND TO SECTOR ALPHA u � ^�� / ^ —� SECTOR-ALPHA �� SECTOR-ALPHA �� p Q� �� I � �� I .. w (3) EXISTING TMO ANTENNAS TO �� BE REMOVED AND REPIACED . (3) PROPOSED QUAD POLE WITfi (3) QUAD POLE ANTENNAS \ � � AMENNAS PER SECTOR �_ (TVP. PER 3 SECTORS) � (tYP. PER 3 SECTORS) II �I R T o� � � . (i)EXISTWGANTENNA �I (7)EXISTWGANTENNA �I �� I SLED PER SECTOR p SLED PER SECTOR � i-m m // e �� p�� i m o�� II PROPOSED (1 � LARGE pl� F"� m � COVPATSECTORALPHA m (3) EXISTING �/ � � o 0.. x / TMA PER SECTOR �j' / �oa a �° / �// / � PROPOSED (1) FRIG AND ('I) FXFB MOUNTED TO (i) �� U� � � PROPOSED PIPE ATTACHEMENT PER SECTOR �OI� L TOPOFTOWER� � L TOPOFTOWER� (NP.PER3SECTORS) �� Y �� / ll � 7/ � ll j µ �ll ��s� oasnHC co� f /(�--(18) EXISTING COAX l °I CABLES, CONTRACTOR �.a � a E // CABLES �// TO RE-USE (2) PER � EXISTING BRACKETS �yh EXISTING BRACKETS / �'b SECTOR Q �^ FORCOAX �/ FORCOAX �=�___��/ �' � � � -�--_— —/ � �� // �i �' —_ . / i� / j�i� I` 3 `z �e .. / / // � _ � rc o o � _ " � � � 1 ° w i \\ (1) PROPOSED LOW CAP HVBRID '\ N p p LL I � EXISTWG HAND RAIL FIBER CABLE FROM GROUND �``, � EXISTING HAND RAIL / � TO SECTOR GAMMA j� � \ i � � \ PROPOSED (i) REGULAR (� i� � � /� � i �� COVP AT SECTOR BETA j a m �� a� � � � / / � �'��/ � � �� A1Q0101A — / � �i PROPOSED (1) REGULAR \\ � � � / �� COVP AT SECTOR GAMMA \\ . � SECTOR-BETA � SECTOR-BETA �/� APPLE VALLEY / CONTRACTORTORE-USE ' (i ) EXISTING TMA PER / � WT �-� %/ SECTOR(3TOTAL) ' / VALLEYWOOD / „"""'____-"_ _.._ / _ — � — / � ' " � / � � \ � 4863 MCANDREWS RD 1 APPLE VALLEV, MN 55124 SECTOR-GAMMA SECTOR-GAMMA / V (i)PROPOSEDLOWCAPHVBRID � FIBER CABLE FROM SECTOR NO7E: ALPHA TO BETA sHEErnne NOTES: PftOPOSED ANTENNAS/ LINES/ MOUNTS ANTENNA LAYOUTS AND EXPOSED�EQUIPMENT PAINTED TO 'I. THIS DRAWING IS FOR EXHIBIT PURPOSES MATCH TOWER ONLV EXISTING ANTENNA LAYOUT PROPOSED ANTENNA LAVOUT s�Fe*�uMwea � N.T.S. 2 N.T.S. � 2. PLEASE REFER TO STRUCTUR4L REPORT NOTE: PROVIDED BV OTHERS FOR ALL (1) PROPOSED FRIA PER SECTOR A N T-1 A MOUNTING DETAILS (3 TOTAL) AT GROUND LEVEL ��R� � User: BEICENS2 ~ w Back to RFDS hor„e RFDS Data Configuration Sheet �ate: snsno72 � w M ICombinere/DuplexerModel: � I I � � �y Go Bac Print RFDS IComMnere/DuplezerQty: I I I � � �= o N o �n Antenna FIbeN Coax Solution (Site Level) � W� z Site information: �use Hcs �ves�No�t �ves �� Market: �MN (Ratllo Venaor. �NSN I IUae NSN Fiber BOVP for Rooftop (VesMO)i INo w N Z A Valle � Use Coaz Cable es/No)7 Yes . 3 0 Slteld: A1Q01U7A SlteName: P � Y Type/Class: IShuctura(Non-BUilding)/Watertank I I � � w wrvapey"'°°d Hybdd Cable Conflguration (Site Level) � o Adtlress: Ra63 McAntlrews Clry: Apple Valley gW�: IMN Lp:5572< I IHybritl CaDle 7ype: IMid Capacity HCS-1 1/4' � � Latltutle: �44.16944444 �Longitude: I.93.1608333 � Created DaM �Jun 11 2012 I LbrIA Cable Length: I115 � � (HybriOCaWeally: �1 �, o� RF La t3ave y � o00 Mana Alen Robaris RF Engineer: Bryan Eicens I ° IJun 29 2012 224PM I �� ger. � Hybrid Cable Conflg(Sector Level) ABCDEF Cell Slte Conflguratlo� HCS run belween Sectors (e.g. Rooftop/ Low Capaciry Low Capacity P �� m I Water�ank etc.) � HCS-7/8" HCS-7/8" �� ConFl Final Conflgurodon Soluthn Type: Tower RFDS Status: a v°'� n gurallon Type: Conflguradon 78 q��a/LIneRMA/RRU 9I12/3/6 Top Flnal Hybritl Cable Length R 60 40 �� m P n I II R �u � 11� � � � � � � Seclor Information COVP Configuretion (Site Level) W� o�m �COVPType�t): �LargeCOVP �COVPdry(t): � � ,�aa�. PCS GSM Design ABCDEF ICOVP Type (2): I ICOVP UN (Z)� L_ �AntennaRADCenter. �75 �75 I75 I I � � �U �AnNnnaAzlmuth: Ip ��po I ZQo I I I I CoaxConflguratfon ABCDEF �� IMaehanitalTllt: L � I I � I I IRB-uaeexlStingtoexforTUOA(Vea/NO)7 IVes IVes IVes I L_ �� IQty. of BXtess toax Ilnes tD remove? �6 � �6 �8 � � �EkcMcalTllt � � � � � � I �NewCoaxType: I � � . � � . PCS UMTS Design ABCDEF `a d�� AntannaRADCenter. �s �s �s In..c�.�.� I I I I � I I I I I I I � New Coaz Qty: I I I I � �=_�� AntennaAZimut�: Ia I�2� �24� � � � � IRETHoma-RunCable: I I � � � °�� IMecheNcel TIN: I � � � � � � I RET Home-RUn Cable Length(ft): I ( I I � �ebcedwi nn: � � � � � � � System Modules (Site Level) PCS GSMPCS UMTSAWS UMTSAWS LTE �^ AWS UMTS Design ABCDEP ISystem Motlule Type: IESMB IFSME IFSME IFSMF I ` 5 0 0� �n��e��ersnoee�ee.: ��s ��e ��s I I I I p„ �SystemMOtluleQry: I1 It It I'I I y ° " o �AMenna A2lmuth: IO I720 I240 I I I I °�� p �rnecnanlcal nit: � � � � � � I RF Modules (Slte Level) PCS GSMPCS UMTSAWS UMTSAWS LTE �� p � �ElecMCalTllt I I I I � I I IRFMOtluleType: IFXFB IFXFB IFRIA IFRIG I w _ AWS LTE Design ABC�EF o Mod�ie snarza " p� IRF Module Qty: I3 wlth PCS GSM, I3 I3 I �Antenna RAD Center: �75 I75 �75 I I � � � � dlfferent PAs) �u �AMenna/WmuM: �0 �izo �za° � � I I CommentslNotes �Mechanlcal Tllt: � � � � � � � �HCS RUN(3 lines): Mid Cap: Ground to Alpha. Low wp: Alpha to Gamma. Low Cap: Alpha ro Beta. �EleeMealTik: � � � � � � � j a m u a Antenna Conflguratlon (Site Level) PCS GSMPCS UMTSAWS UMTSAWS LTE IAntenna ReUSe ExlsUng: l I I I I A1 Q0101 A IAntenna ReUSe Exlsting Oly: I � I I I IA�tennaModel: Andrew-TMBXX- �AnOrew-TMBXX- Andrew-TMBXX- 6577-A2M 6577-A2M 6517-A2M APPLE VALLEY IAntenna �ry: I3 I I3 I3 I WT I Antennaend(or�POrts3heretl: INo w^�en�asnarea n��e��esna�a u VALLEYWOOD ilh AWS UMTS with PCS UMTS TMA Conflguration (Site level) PCS GSMPCS UMTSAWS UMTSAWS LTE ITMA(Ra-uae axlsqng TMA/New/Not Needed): I I IRe-use Exisling I I APPLE VALLEY, MN 55 D4 �� AndrewTwln � I TMA Model: AWS - I I ETW200VS12U8 L_I ITMA�b' I I I I � _ DlplexedCombiner Conflguration ABCDEF �Dlp�xer Motl� (1): I I I I I I I loro�=e o�Y � I I I I I I I ' LDipbzer Motlel (2�: I i � i i i i �EET �m �Dw�zer un, �2): I I I I I I I RFDS I I I I I I I I NOTE: sHFerrvuMxsn RUN.A GROUND IEAD FROM EACH RADIO TO � . THE PUNTH. THEN RUN THE PLINTH GROUND AN T �` . TD THE SECTOR GROUND BAR. � w NOTE: � � m NSN RUN A GROUND LEAD FROM EACH RADIO TO • ry M Gonfiguratian i8 THE PLINTH. THEN RUN THE PLINTH GROUND � = 0 � (1Se<lorofc»dllrrgshownforClatily� TOTHESECTORGROUNDBAR. O �y. m z Legend � ^ � � v w z � p r O W li� O ro � R, � s � °''°�� J�� € N �n -� W� -`' � H� °aa ° � no.n aov �� `\,`� � AI56 �' � � �.,:,. - S 11, o $ � �� Fibe� d Powror F7CF8 • R � a s � � � ,� GSM-UMTS I` ' s P� P � � z � o�� 8w& � � � � � � �,, � i� J�mPer y � . _ ' Top COVP psa �."'�"�. tiybtd . cenb Y � (PaMe(kFlbei) �wo� �wv ""'_____"_'__""'___ _' ___' .�� __'___' __'__ '.___'__ __'__�___'______"'___ ��^• � A1Q0101A � ak�.re� APPLE VALLEY FswF ,I�� i ��'1�19. 1 I II I �I WT �rE , �', ,�,,, RF�,,,,,Pa, VALLEYWOOD I � �' �em ��+�m�) ,,. ` �iu � �o � � �S�UMTS 4663 MCANDREWS RD :�s:4ss:s APPLE VALLEV, MN 55124 E3�.19 .� i • � • • • FRIR R aw GSM ..� ...: . R $"'° �AWS.VMTS ••--.-. ' .: , .y a,"°", • �` FR1A ow.wr�av� Pa FSME �� P.N15 UMTS UMTS Maln Pope/ & F�mr F'5ME� � LMTS M�In Power 6 sHeerrme ....,. . .... Flber � RF CONFIGURATION _..u: w_4 ANT-3 � 1 � � w w � �� M � � O = o in ti� � m �� PROPOSED ANTENNAS/ LINES/ MOUNTS AND EXPOSED EQUIPMENT PAINTED TO w N Z MATCHTOWER � � �� o w l ' O � �� R a�os �� m JUMPERCABLES � y�� (E) PIPE MOUNT �� ° PROPOSED MOUNTING PIPE PROPOSED PANEL ��U� ANTENNAS Z1fIV PROPOSED AND EXISTMG FXFB,FRIA —_. =_. = = 7 11 RRUs PER SECTOR (REF RFDS) i I I�' . i � (FUTURE) FRIG FOR LTE AWS � i� I _ (7)PERSECTOR ( I I �I� I�!i � „ � LS' jii� � � $ � e I�� i SOLID BARE COPPER WIRE " w��' i i o � o � i i (E) GROUND BAR - � � JUMPER CABLES --� i � (E) BALLAST FR4ME °� w� LOW CAP HVBRID CABLE � �.` � � " T� SMA�� PROPOSED UNISTRUT MOUNTED COVP TOSLE�CROSSMEMBER PROPOSEDLARGECOVP � ti g< m � o HIGH CAP HVBRID CABLE � n� - (POWER/FIBER) � � PROPOSED PIPE ATTACHMENT 9 � A1Q0101A APPLE VALLEY WT VALLEYWOOD 4863 MCANDREWS RD APPLE VALLEV, MN 55124 GROUNDING � ANTENNA/ RRU GROUNDING DIAGRAM � s " EE '""" a ` p SCALE: N.T.S. G-1 �� , � N w w �, GENERAL NOTES PROJECi SPECIFlCATION 02200 (CML WORK1 40�ERATELY PVSTIC $ILiS AND CUY, MAiERIAL CONTAININC REFUSE, FROZEN LUMPS, �, PRIOP i0 PUCING BRCKiILL FFOUNO SiRUCiUflES, ALL FOFMS SHALL HAVE BEEN flEMWE� AND iNE E%CAVqiION � I�I � � 1. iHE CONiNACiOR'S SCOPE Of WORK SNALL INCLUDE ALL IiEMS DEFlNEO IN iHE DEMOLISNE� BIiUMINOUS MAiERIAL, VEGEiAiIVE MAiiER, W000, S70NE5 IN E%CE55 OF ��FANED DF PLL iWSH, DEBRIS AND UNSIIIIABLE MAifRINS. /'� O�fI PARi I: GENERAL r 3-MCNES IN ANY �IMENSION PND OEBRIS 0.5 DEiERA1MED BY iHE CONSTRUCiION i � in CONiRACT �OCUMENiS. iHE CONiFACi OOCUHENiS INCLUOE, BUi AFE NOi LIMRED i0, THE 2. BACK iILL BY PIACING AND COMPACiING SUIIRBLE BACKFlLL MAiEINRL OR SELECi GWJJUUR BACKFlLL 1AAiER�1L. = O 1.1 SCOPE CLFARING. GRUBBING. SiRIPPING. EROSION CONiROL SURVEY, FOLLOWING: iHE CONiRACi, SPECIFICAilONS AN� CONSiRUCiiON DRAWINGS. SUPERNSOR AND i-MOBILE CE�TECHNICAL ENGMEER. ttPICPLLY, 1HESE WILL BE SOILS WHEN REOl11RE0, iN IIMGORM HORIZONiAL UVERS �F NO GFFAiEF iHnN e-INCN LOOSE iHiCxNE55. wNEaE O V- � IAYOUT, SUB GRA�E PREPARATION, FINISH GRA�ING ANO SECl1Rltt FENCE, 2. PLL EQUIPAIENT SUPPLIEO BY 1HE OWNER SH4LL BE PICI(Ep UP 6Y iHE CONiRACiOR Ai CUSSIFlED AS Pi, MH, CH, MN, A1L OR OL HAND-OPEFAiED COMPACi0R5 ARE USED, iHE FlLL MAiE1�AL5 SH4Ll BE PIACED IN LIFfS NOi TO E%CEEO FOUR N Z � iHE TPROPRIAiE WAREHOUSE. AS REOUIRED 6V CONSiRUCiION DRAWINGS AND DETAIL OMWINGS. Z g CEOiE%TILE FABRIC�. MIRAFl 500% Dfl APPROVED E�UNPLENT INCHES IN LOOSE �EPiH. r�� 3. iHE LONiRACipR IS RESPONSIBLE �OR COORDINAiING ALL WORK. 2.10 PfASiIC MARKING TRPE, SHALL BE ACID- AND ALNALI-RESISiANi PpLYEiHYLENE FlLM, 3. MMENEYER iHE �ENSItt iE5i5 INOICAtE iHAt ME CONiRACiOR WS NOi OBtAINEO ME SPEqFIED OENSItt, iHE � �� 4. 1HE CONiRRCtOR SHALL PROVIDE ON-SIiE SUPEPVISION A� ALL iIMES WAIff iHE WORN ��z REFERENCES SPECIFICALLY AIPNUFACiURED FOR MARKING AND LOCAiING UNOERGROUND U1ILITIES, 6-INCNES SIILCEEDING IAIER SINLL N�i BE PUCEO UNiIL iHE SPEC61CAilON RfQUIREMENiS PRE MEf UNLE55 �1 N N Q IS BEING GERGORME� ANp SHALL DIRECi ALL WORK, USING HIS BESi SKILL AND AnENiION. A- DEPARiMENi OF TRPNSPpRTAiION CONSiRUCTIDN AND MATERI41 W�pEyyITH A IAINIMUM iHICKNESS OF 0.004-INCH. iAPE SHALL HAVE MINIMl1M SiRENGiH 0� OiHEawiSf aViHORiZED 6Y iHE GEOiECHNICAI ErvCMEER. ME CONiPnCiOR SNALL inKE W4NiNER APPIiOPRWiE W Z HE SHALL BE SOIELY RESPONSIBLE FOR qLl CONSiRUCiION NFANS. NEiHODS. iECHNIpUES. SPECIFlCAiIONS FOR THE STATE IN WHICH iHE PROJECi IS LOCAiE�. ACiIOrv IS NECESSARI', SUCH nS DISKINC RND DR11NC, nD01NC WAiER OR INCFEASING iHE COMPACiNE ELGORi. �? 1500 P51 W B�iH OIRECilONS AND MANl1GACiUREO WIiH INTEGRPL WIRES,F01� eACKINC OR O PROCEDURES aN� SEQUENCES FOR COORDINAiING ALL G�RTIONS �G iHE WORK UNpER iHE I.MINNESOih MN �07 CONSiRUCiION AND NATERIAL SPECIFICATION 2. OTHER MFANS TO EWBLE �E�ECiION BY A MEiAL OEfECTOR WHEN BURIEO UPiO J�EET pEEP. 8. iHORWCHLY COMPACi FACH IAVER OF &4CKFILL i0 A NINIMUM OG 909. OF 1HE MAXIMUN DRY DENSItt AS r ' w CONiRACT. PENNSYLVANIA PA DOi SPECIFlCAiIONS. PUBLICATION 406 �. WEST iHE MEiAILIC CpRE OF iHE TAPE SHALL BE ENCASED IN A PROiECiNE JACKET OR PROVIDE� PRONDED BY iHE MODIFIFD PROCiOR iESi F W NOT PUCE &�1CKGILL RRWND NEW CASi-IN-PLACE CONCREiE �y O VIRGINIA: WV DOT DOH STMl0AR0 SPECIFICAiIDNS, ROA05 I+NDBRIDCES SiRIKiURES UN11L iHE CONCREiE H0.5 CURED fOR Ai LFASi ) DAVS OR COMPRESSNE 51RENGiH iE515 INDICAIE l.' O 5. R1E CONiRACiOR SHALL NSt iHE JOB SITE t0 REVIEW iHE SLOPE Of WORN AN� WIiH OiHER MFANS TO PROiECi R FROM CORROSION. 7APE COLOR SHALL BE RED FOR iVNi iHE CONCREiE H45 ACHIEYED MORE iHAN BOF OG IiS SPECIFlED 18 DAY COAIPRESSIVE SiRENG1H. � E%ISiING JOB SIIE CONOrtI0N5 INCLUDING, 6UT NOi LIMIiEO �0, MECH4NICAL, EIECiFICAL . 8. ASiM (AMEFICAN SOCIEiY (or iESiING and MATERIFLS) ELECiRIC ViILIilES AND ORANGE FOR iELELOMMUNICAiION ViILRIES. JS iRENCn E%CAVAiION SEAViGE AND OVERALL COORDINAPON. RVE CONiRACiDR SVNLL VERItt ALL E%SIING C. OSHA (OCCUPAiIONAL SAFEIY and NFALiH ADMINISiRAlION) 2.11 SECURIIY FENCE n. VilLitt iRENCHES SHALL BE E%CAVaiED i0 iHE UNES RND GRPpES SHOWN ON iHE OMWINGS OR f5 DIRECiED p CONOIilONS ANp DIMENSIONS PRIOR i0 SUBNIRING HIS BID- MIY DISCREPANCIES. D. A45Hi0 (AMERICAN q550CIA110N of SrATE onE NIGNWAY A. PROVIpE AN� INSiALL THE CALVANIZED FENCE WIiH ASSOCNiED POSiS. RAILS, 6RACE5, BY iHE i-MOBILE CONSiRUCiICN SUPEFNSOR. PRWIDE SHORING, SHEEIING ANO BRACINC AS REpUIREO i0 PREVENi F CONFLICIS OR OMISSIONS, EiC., SHALL BE REPORiED 10 i-MOBILE CON51NUCiiON TRANSPORiAiION OFFlCIALS) FABRIC, TERMINAL PDSi, GATES, DROP BAR ANO BARBED WIRE USE APPLICABLE PROVISIONS OF CAVING OR SLOUGHING OF iHE iRENCH WALLS- a�p O SUPERVIS�R BEFORE PROCEE�INC WIiN iHE WORK. ASTM FOR MAiERIALS. 8. iNE iRENCN WIDiH E%iENDS A MINIMUM DG 6 INCHES BEYONp FACH OUi51DE EDGE OF 1HE CONDUIi OF ��d � 6. iHE CDNiRACTOR SNRLL PROIECi ALL NiFAS FROM OAMACE WHICH M4Y OCCIIR pURING 1.3 INSPECTION AND iESiING 8. FABRIC $HALL BE HEAW GALVANIZE� CHAIN IJNK GENCE, CONFORMING TO ASiM A392 OUiERM0.5i CONDUIi, WHICHEVER IS AGPLICABLE. � CDNSiRUCiION. ANY pAMAGE i0 NEW AND E%ISiING CONSiPUCiIpN, SiRUCiURE. A. FIELD TESiING OF EARTHWORK, ACCRECAiE BASE CWRSE, 2-INCH MESH 9 GAVGE WIRE (0.148 INCNES IN pIAMEiER) WIiH iHE TOP ANO BOiiOM C. WHEN SOFt, YIELDING OF OiHERWISE UNSiPBLE SOIL CONOIiIONS RRE ENCOI1NiERE� Ai THE REpUIftEp iftENCH � _ �� m WJDSCAPINC OR EOUIPMENi SHALL BE IMMEDIAiELY REPNRED OR REGIACE� i0 iHE COMGACiION, AND CDNCRETE iESiING SHALL BE GERFORNED BY iHE SELVAGES iWISiEO AN� BARBE�. BOiiOM ELEVAiION, DVER-ExCAVAiE iHE mENCH ia A �EPiN OF NO LE55 iHnN 12 WCNES BEtoW iHf RE�UIREO m ELEVAiION PN� &4CKFlLL WIiN GFANUUR BE��ING WIERIAI. * S4iISfACiION OG iHE iENRNi, BUILDING OWNER OR OWNER'S REPFESENiAiNE Ai iHE CONiRACiOR'S INDEPENDENi iESTING fA9. C. PDSiS � L u �� E%PENSE OF iHE LONiRACiOR. B. ALL W�RN SHNLL BE INSPECiED AND RELEASED BY iHE 3.6 iRENCH &iCK FlLL F �- 1. li SHALL 6E iHE RESPONSIBILIIV Of iHE CONiFACiOR i0 LOCAiE ALL EXISiiNC T-MOBILE CONSTRIICiION SUPEMISOR WHD SHA�L GRRY OUT THE A. PROVI�E GPNNUTAR 6E��ING I/AiEftinl IN ACCORDANCE WIRI iHE SPECIFIGilONS, OFAwINCS AND iHE UiiLltt � m�m °� UiIL1ilE5 WNEiHER SHOWN HEREON OR NOi AND i0 PROiECi 1HEN fROM DAAV.GE. THE REpUIPEMENtS. GENERAL INSPECiION OF iHE WORK WITH SPECIFlC CONCERN iD PROPER � p �.. x CONiRACTOR SHRLL BEAR ALL E%PENSES FOR REPNR OR PEPfACEIAENi OF UiILIilES OR pERFOft1AANCE OF iHE WORK q$ SPECIFIEO AND�OR CALLE� fOR ON iHE 1. LINE POSi [OR FPBRIC UP i0 B FEEi HICN SHALL BE 2 3/8 INCH 0.�. B. NOiIFY iHf i-MDBILf CONSiHUCiION SUPEIMSOR 2< HOURS IN PWANCE OF 9ACK FlLLING � DiNER PROPERIV DANACED IN CONJUNCTION WIiH iHE E%ECUiION OF WORK. pRAWINGS. IT IS iHE CONTRAGTDR'S RESPONSIBILItt i0 REQUESi TIMELY �� ENp CORNER, PULL POSi AND CAIE POSi $HALL BE 2)/8 INLH 0.�. PLL POSiS SNALL BE C. CONDUCi UiILIiY CHfCK iE515 BEFORE BACK fILLING 6RCK FlLL FIJ� COMPRCi iRENCH BfiORf ACCEPTpNCE �Od dl� B. iHE CONiRACiOR SHALL 9E RESPDNSIBLE GOF iHE CONPLEIE SECURIrv OF iHE SIiE SCHEDULE <0 CAIVANIZED SiEEL PIPE IN ACGOROANGE WIiH ASiM Al2a, A5I0 AND A525. FDP FENCE 1f511NG. INSPECilONS PRIOR T� PROCEEDING WIiH NRTHER WORK THAi WOULO p. PIACE GaANUVA mENCH BFCKfRL UNIFDRULV Orv 90iH Si0E5 OF iHE COUDUi1S iN 6-iNCN UNCOUPACiED WNILE iHE ,qB IS IN GROGRE55 ANp UNPL iHE JOB IS COMPLEiED. 1AA1(E PARiS OF THE WORK INACCESSIBLE OR pIFFlCULi i0 INSPECi. WER B FEEi HICH, SIZE POSi ACCOR�ING i0 MONUfALiURER'S PECOMMEN�FilONS. lIRS UNiIL 12 INCHES OvER iHE CONWIiS. SOlIOLV Rnu PNO iauP BnCKFIIL INiO ScPCES AROUNO iHF C�NDUIiS. , 9. hlE CONiRACiOR SHALL PROVIDE iE�APORARY WAiER. PoWER AN� i01LEi FACILIilES AS D. i0P RP1t5 SHALL CONfOiiM i0 1 1/4 INCH (1.66�" 0.�.), SCHEDUL£ a0 GnLVANIZE� SiEEL PIPE IN E. PROIECT CONpUIi FROM IAIERAL MOVEMENi, pAM4GE FROM IMPACi OR UNBNANCE� LOPDING. REOUIREDBY iHE CI1V OR GOVERNING AGENCY. ACCORDRNCE W1iH ASIA1 Al20. � f, pgpvE iHE CONDUIi EMBEp1AENi ZONE, PIACE ONO COMPACi S2iI5FACi0RY BACKFlIL MAtERIAL IN 9-iNCH �� 10. 1HE CONiRNCiOR ANp All SUBOPpINAiE CON1RACi0R5 SH4LL COMP�V WIiH AlL IOGL �,4 SITE MAINiEWWCE AND PROTECiIDN E. iENSION WIqE SNRtL BE I GAUGE U.S. SiEEL WIRE GFLVANIZEO IN ACCOROINCE WIlH AS11A A116. MA%IMUM LOOSE iNICKNE55 LIfiS i0 RESIORE iHE REOUIftE� FlNISHED SURFACE GRPOE. PND SiAiE REGUTAiIDNS. A PRONOE ALL NECESSARY JOB SITE MAINIENANCE �R�M COAiINC CIA55 III. G. CONPACi FINAL iRENCH BACKfILL i0 A DENSItt E�Ua1 i0 DR GREAiER iMnN iHni OF iHE E%ISiINC 11. iNE CONiRACiOR SH4LL OBiAIN AND GAY (OR PERA11i5, LICENSES AND INSPEClIONS COMMENCEA1ENi DF iHE WORK UNiIL COIAPLEiION OF iHE CDNiRACT. F. BRACE BANDS, iEN51pN BANDS RNp iENSION BNtS SHALL BE FABRICAiEO OF i/B INCH BV 1/8 INCN UNDISNRBfD IAAIFRIPL IuHE01RifLY n0.1ACENi i0 1Hf iRENCH BUi NO LESS RNrv A MINIUUM OF 95ROG �HE NECESSAM FOR PERGORMANCE 0� iHE WORK AND INCIUDE iHOSE IN iHE COSi OF iNE B. CONTACi iHE ONE-CALI UTILItt �OCAiION SERVICE PRIOR TO ��IZEO SiEEL WIIH GALVANIZED SiEEL CARRIAGE BOLiS AND NIliS IN ACCORDANCE WrtH kSiN R12}, yq%IMUM �R/ �ENSiIY t5 PRUVIDE� 6Y iHE FIOOIFlEO vkOCiOa iESi, qSIM Dt55I WORK i0 i-MOBILE. ANY E%GVAiING ACTMilES i0 HAVE LOCAilONS OF UNDERGROUND 1ENSION BARS SHPLL BE I/9 INCN BY 3/4 INCM GALVPNIZED SiEEL BAR IN RCCOR0.WCE WIRI ASiM � a 12. �IGURED DIAIENSIONS HAVE PRECEDENCE �VER OfUWING $CPLE, ANO pElAIL DRAWINGS A153. 3.] AGGREG4IE ACCESS ROAp PNp SIiE 6£ H4VE PRECEDENCE OVER SM4LL DMWINGS. CHECN ACCUFACV Of ALL �IMENSIONS IN THE ViILITIES VERIFIED. C. FABRIC llES SHALL BE CIA55 I GALVAMZE� SiEEL WIRE NO LESS iHAN 9 GAUGE. A CLGR, GRUB, SiRIP AN� E%CAVAiE F�R ME ACCE55 ROPp AND iOWER COMPOUNU i� iHE lINES PN� CRADES n � C. AVOIp DAMIGE i0 THE SIiE INCLUDING EXISiING GACILRIES, H. POSi i0P5 SHALL BE PRESSED SiEEL OR MALLFABLE IRON AND SNALL 6E GALVFNIZED PER 0.51M INOICAiED ON iHE pFAWINGS. SfARIFT t� A �EPiN OF 6 INCHES AN� PROOf-ROLL ALL HOLES, RUiS, SOR PUCES � � � � a LIELD. UNLE55 SPECIFICALLY NOiED. DO NOi FPBRICAiE ANY MAiEftIALS OFF SIiE. NOR DO SiRUCTURES, iREES AND $HRU85 DESIGNAiED i0 REAIAIN. iAKE A153. ANO OiHER �EFECiS SH4LL BE COPRECiED. °�� a Q 4NV CONSTPI1CilON IINiIL �NE ACCURACY 0[ pRAwINC �INErv510N5 NAVE BEErv PROiECTNE ME/SURES TO FREVEM EXISiING FACILIiIE$ iHAT ARE NOT I. BARBED WIRE SNALL CONSISi OF D�UBLE SiflRNDED 12 I/2 GAUGE 1riRE ASIM At21, CflSS .1 WIRI B. iHE fNiIRE SUB GRADE SHALL BE COMPACiE� i0 NOi Lf55 iHAN 95> 0� iHE MN(IMUN DftY DfN51n AS VERI�IED AGVNSi ACiUAt FIELO OIMENSIONS. pE51GNAiE� FOP ftEMWAL GROM 6EING DPMAGED BY THE WORK. 4-PpINi BAR85 SPACEO 5 INCNE$ AGARi. iNE i0P 1�Opi OG iHE fENCE SHOLL CONSISi 0� 3 PROVI�ED BY iHE MODI�IED PROCiOR iESi, PSiN D I55]. �3. iNE CONiRAC�OR SHALL NOiIFY iHE T-MOBILE CONSTRUCiIpN SUPERJISOR 0� ANY D. KEEP SIiE FkEE OF ALL PONOING WAIER. SiNAN05 OG BPRBEO WIRE AiiACNED i0 45 OEGREE PNGIE, HFAVI-PRESSEO PRMS GPABLE OF C. NTER PkEPNItAiION DG iHE SUB GFPDE IS COMPLEiEO, iNE GEOiExiILE �RBRIC SHP1L BE INSiALLEO t0 iHE CDNRICiS OR DISCREPRNCIES IN iHE CONiRACi pCCUMENiS OR GIEL� CON�IilONS PflIOF E PRWI�E EROSION CONTROL MFASURES IN ACCORDANCE WIiN WIiHSiPNDING WIiHOUi FAIWRE 250 POUNOS OOWNMAR� PI1LL Ai !HE OUiERA105i ENO OF iHE FRM. LIMIiS INDICAiE� ON iHE �RAINNGS �I ROLIING iNE FA&iIC OUi LONCIiU01NALLY PLONG iHE flOADWAY OR SIIE. 1HE i0 EXECUiINC iHE WORN IN pUFS1i0N. TNE DEPARiMENT OF iRANSPORiATION CONSiRUCiION AND NAiERIAL �� CAiE MAiERIAlS, SULH AS GABRIC, BOL15, NUiS, iEN510N &WS AN� BnRBE� WiRE SHALL BE FPARIC SHALL NOi 6E �RRGGED ACROSS iHE SUB GRA�E PIACE iHE ENiIRE POLL IN A SINCLE OPERAiIDN, FOLLINC w� 16, iME CONiRACiOR SHAIL NOiILY iHE i-MOBIIE C�NSiRUCIION SIIPERN50R IF �EfRILS CONSISiENi WIiH LENCE M4iERIPIS. iHE M4iERNL AS SMOOiHLY AS POSSIBLE. SPECIFICAilONS F�F iHE SiATE IN WHIGH iHE PROJECT 6 IOCATE�. i � E�� ARE CONSIDERED UNSOUN�, UNSAGE, NOi WAiERPRODF. OR NOi tNiHIN CUSi01AARY iRADE F. PROVIDE PND YNNiNN ALL iElAPORARY FENCING, BARRICADES. PARi IIL E%ECIIiION t. Ov£RUPS PuuLLfL i0 rHE ROnDwnr nHD SiiE wiLL BE afRMmf� ni �Hf CENiEitLirvE nrv0 ni LOC4nOrv5 0 3 PMCiICE IF WORK IS PEFFORMN. li WILL 6E ASSUTAED TNAi iHEPE IS NO 0&IECiION i0 3.1 GENERfa 9EVOrv0 1Hf RpnpWAY pk SIiE SUFFnCE mDiN (I.E.. WItNIN irvE SHOULOEft WIOiH) ONLT_ NO LONGIiIl01NAL - - o � o WARNING SIGNALS AND SIMIUR �EVICES NECESSARY TO PROiECi LIFE A. BEFORE SiARiING GENERPL SIiE PqEPAAAiION ACiMiIES, INSiRLL EROSICPI AND SFDIMENi CONiROL pvfRUPS SNnLL Bf LOCniEO BEix'ffrv iHE CENiEFLME nNp iHE SHOULDER. PARN.LEL OVERUPS SNALL BE A °- � 1HE DETNL. DEiAILS ARE INIENDED TO SHOW iNE END kESULi OF iHE �ESICN. MINOR qNp PROPER7Y DURING iHE EN�IRE PERID� Of CONSiRUCiION. RENWE MFJSURFS. iHE WORK RREA SHALL Bf C�NSiFUGifO nN� MnMinirvEO �N SUCH CON�iiiOrv iNni u�N�MUU OF 3 4EEi WIDE. p ¢ rc� NODIf1CAilONS MAY BE REOUIREO i0 SUIi JOB CONqTI0N5. AND SHALL BE INCLUOED AS qLL SUCH DEVICES UPON COMPLETIDN OF iHE WORK. IN ME EVEN� �F RAM iHE SIiE WILL eE WELL ORnINE� Ai nLL nMES. 2. iRnx5vEa5E (PEPPENOiCUWi i0 iHE ROnDWAY) OVERIAPS Ai iHE END OF a ROLL SH4L OVERIPP IN iHE o� PARi OF iHE WORK. B. GERFORM ALL SUflVEY, UYOUi, SiRI(ING ANp MNMING i0 ESipBLISH PN� MNNiAIN ALL tINES. � 15. E%ISiMG ELEVAilONS AND LOCATIONS i0 6E JOINE� SINLI BE VERIFlEO BY iHE DIaECnON OF IHE nCGPEGatE PUCEMENi (GRNIOUS FOLL WJ i0P) AND SHAIL HAVE A MINIMUM LENCiH OF 3 GEEi. - PAFi II: PRODUCTS GRPAES. ELEVAilONS M'0 BENCNMARNS NEEDE� FOR EXECUiION Of iHE WORK. 3. q�� OVEa1PP5 SHnll BE PINNED M1iH SiA4LE5 OR NAILS BEIWEEN lp aJD 1] INCHES LONG �0 INSURE `��' ��-' � LL CDNiRACiDR BEFORE CDNSiRUCiION. IG iHEY qGRR GROM iHOSE SHpWN ON iNE GUNS, C. CLFAR AND GRU9 iNE PREA WrtHIN iHE LINnS OF iNE SiiE ANO ON�v iHE iuME�IP�E SiABtE POSRiONINC OUPoNC aIACEMENi OF ACCRECAiE. PIN LONGiN�INAL SEAMS Ai 25-FOOi CEMERS AND ¢'k 2.1 SUIiABIE &1CK FILL: E%CAVAiED INORCANIC MAiERIAL, COHESIVE AND tAANSYERSE SFAMS EVERY 5 FEE1 ON CENiER. iHE CONiRACiOR SHALL NOiIFY iHE VqCESiRFAM CONSiRUCiION SUPERNSOR 50 iMAi SUNROUNDINGS NECESSRRY i0 COMPLEtE iHE WOFK. REMOVE iREES. BRUSH, SNAIPS, RU6BISH NON-COHESNE M4TERIALS, INC�UDING GRAVEL, SAN�, INORGINIC �EAN D. iHE AGGREGAtE SUB BASE, BASE PND SURFPCE COUflSES SHALL BE CONSiRUCiE� IN IAYERS NOi NORE iWW MODIFlCAilONS GW BE NADE BEFORE PROCEEDING WIiN iHE WORK. ANO OiHER DEBRIS AND VEGEiAipN REStING ON OF GROiRUDING iHRpUGH iHE SURFACE �G iHE SIiE 16. ALL SYMBOLS AND ABBREV�4110N5 USED ON iHE DRAWINCS ARE LONSIOERED CIAY, CRAVEL SILi, GRAVEL CIAY, SAND CUY, SAN� SIL7 OR SIL7 CIAY qRFA 10 BE CLEARED ANO GFUBBFD. � 4 INCHES (COMPaCiEO) iHICKNE55. accRECniF To BE auCfo aN GEOiE%iR£ FnBRIC SHUL 6E ENO-oUUVEO oN CDNSiRUCiION STAN�AR�S. IF iHE CONiflACiOR HqS OUESilONS RECARpINC iHEIR E%Fti MATERW. FREE FROM FROZEN LUMPS, REFUSE, Si0NE5 OR ROCKS IARGER �. REMWE iHE GOLLOWING MAiERIALS i0 A DEPIH OF NO LESS iHAN 12-INCHES BELOW iHE THE GABRIC LROM iHE GREE END 04" iNE GRBPIC OR OYER PREVIOUSLY PIACED RGGREGAiE Ai N� PuE SHnLL MFANING, iHE i-MOBILE CONSiPUCiION SUPEPVISOR SHALL BE NOTIFIEO FOF CIARIFlCAiIpN THPN 3-INCHES IN ANV DIMENSIDN OR �THER MAiERIAL THAi MAY MAKE ORIGINFL GROUND SUkiNCE- k00i5. SiUMGS ANO OiHER DEBRIS. BflUSM AND RENSE EMBEDDED IN OR EOUIPMENi, EIiNER DUMPMG�iHE AGGREGAiE OF GRADINC iHE AGGREGAif. BE PERMIiIE� ON iHE ROPDWAT OR BEFOPE PROCEE�ING WRN 1HE WORN. THE INORGANIC MAiERIAL UNSUIiABLE FOR &1CKFlLL OR FILL MAiERIAL A$ PROiRUDING iHROUGH iME GkOUND SUR(ACE. RN(E, DISK DP PIOW iHE AREA i0 A DEGiH OG ND LE55 �ONPWND WIiH 1E55 iVNN B INCHES OG MAiEFWL COVERING iHE �ABRIC. DEiERMINEO BY THE T-MOBILE CONSiRUCTION SUPER/ISOR ANO iMAN 6-INCHES. PND REMOVE I1P i0 A OEGiH OG t2-MCHES ALL ROOiS nN0 OiNER �EBFS 1NEREBY t). iHE CONiRAC�OR SHALL PROVIDE ALL NECESS4RY BLOCKING, BACKING, FRAMING, CEOiECHNICAL ENGINEER E%FOSEO- E. TME nCGRECAiE SUB BaSF ANO &SE SxALL BE IMME�IAiELY COMPACiED i0 NOi LE55 iH4N 95R OG iHE g¢ NANGERS OF OiHER SUPPOR� FOR NA OiHER IiEMS REOUIPoNG iNE SMAE 2. REMWE ipP501L AIAiERIALS COMPIEfELY GROA1 iHE SURFACE UNi1L iHE SOIL NO LONGER MEEiS MR%IMI1M DRY �ENSIiV kS PROVIOE� BY iHE MO�IFIE� PROCiOR iESi, ASRA D 155]. 18. CIIY APPROVED PIANS SHALL BE KEPi IN A PWJ BOX OND SVNLL NOi BE USED BY iNE �ELINIiION OF i0PS01L AVOIp MI%ING i0PS01t WIiH SUBSOIL OR OiHER IXCAVAiE� 3.8 FINISH GRA�INC WORKMEN. ALL CONSiRUCiION SEfS SHRLL RERECT 54ME INFORMAiIDN. Ai AlL ilAlES µqiERNLS. i0PS01L SHHLL 9f SiOCKPILED SEPMAiELY FOR REUSE AS DIRECiED BY iHE CONSiRUCiION p pERFORM RLL FINISHE� CRMING i0 PROVI�E SMOOiH, fVEN SURfACE PNO SUBSURfACE DRAINOGE Of iHE iHESE ARE i0 BE UNDER iHE CARE OF iHE JOB SUPERIMENDENi. 2.2 POROUS AN� NON POROUS EMBANKMENi AND BACN FlLL SUPfFVI50R. ENiIPE AflFA WIiHIN iHE LIMRS OF CONSiRUCiIW. GRADMG SHPLI BE COAIPAi1B1£ WIiH All SURROUNpINC A1 QO 1 01 A 19. DESIGN DRAWINGS ARE DIRGRAMMAiIC ONLY AND SHALL BE FOLLOWED AS CLOSELY q5 A MINNESOTA PER NN DOi, IiEM 20J S. ExCEPi v.mEFE E%CAVAIION i0 CREAiEN pEPiH IS INDICAiE�, FILL OEPRESSIONS RESULiING FROM TOGOGRPPNY ANO SiRUCiURES. ACNAL CONSiRUCiION CONDIilONS WILL PERIAIi. AM' ERROR, OMISSION, OR DESIGN B. PENNSYLVANIA: PER SEC710N 206, PUBLICAiION 408 CLFAFINC. CRU9BING nN0 DEMOLIl10N CDAIPLEiELY WIiH SUIiABLE fILL, g, U1ILIZE SAIISFAGiONY FlLL MAiEAlALS RESI1LiING FROM iNE EXGVAiION WORK IN iHE CONSiRUCiIDN OF FlLLS. pISCREPANCT SHNL BE BROUGHt i0 iNE AtiENiION OF iHE i-MOBILE CONSiRI1CiIDN C. WESt VIRGINIA� PER WJ DOi. SECiION 201, ]16 0. REMOVE (ROM iHE SIiE ANO DISPOSE IN AN AUiHORIZED UNDFlIL N.L DEBRIS RESULiING fR0A1 EM&WKAIENiS MID NR iHE REPIACEMENi OF FEMWED UNSURA6LE M4tERWS. SUPEfNISDR GOR CWEIL"ICAiION OR CORRECiION BEFOftE CONS1RUGilON. CLFARINC AND GRUBBINC OPERRilONS. BURNING IS NOi PERMIilED. F FEPNR PLL ACCE55 ROWS AN� SUftft0UN01NG RREf6 USEO DURING iHE COURSE OF iH15 WORK i0 iH�R 20. AS-BUILiS REPUIREMENiS: DO NOi USE RECORD DOCUNENtS FOR CONSiRUCtION E. PRIOR i0 E%CAVAiING, iNORWGHLY E%AIAINE 1HE ARU i0 BE E%CAVAiEp PND/OR iNENCHED i0 OFIGINAL CONDIPON. APPLE VALLEY PURPOSES. PROiECi RECORD DOCUA1ENiS FROM DEIERIpRA1lON RNp LOSS IN A SECURE, 2.3 SELECi $iRUGiURAL FILL GRANUUR FILL MATERIAL �OR USE �RIfY iHE LOCAiIONS OF FFAiURES INOICAiE� ON iHE OFAWINGS, PND ASCFRiNN iHE E%ISiENCE ANO ��/� fIRE-RESISiANi LOChiION. PRWIDE ACCESS i0 RECOflD DOCUMENiS F�F THE T-MOBIIE AROUN� AND UNDER $TRUCiURES WHERE $iRUCTURAL FlLL MAiERIALS �OCAiION OG ANY SiRI1CiURE, UNDEkCRWND SiRUCNRE, LULVERi, SiFfAM CFp551NG Ofl �MfR IiEM 3,g SECUFIIT FENCE yy � NDi SHOWN hlAi MIGH1 PFFfGi OR IMERFEPE WIiH iHE NfW CONSiRUCiION. NOiIFY iHE VOICESIPFAH ME BOiiOM OG ME fENCE SHI�L BE 2 INCNES BELOW iHE i0P OG iHE COMPOUNO CRAV£L I� iHE SIiE CONSiRUCiION SUPERNSOR'S FEFERENCE �URING NORMAL WORKING HOUFS. MAMiNN A ARE REQUIRED'. CONSiRUC�ON SUPEAVISOR OF MfY OBSIRUCilONS iHFi W1LL PREVEN! ACCOMPLISHMENi OL iHE WORKrAS �RDSSES fGiURE$ SUCH 0.$ DR.4INAGE DIiCNES, EiC.. 1HE FENCE SH4LL SPAN iHE DEPRESSION. CLOSE iHE SPACE VALLEYWOOD CLEnN, UNDANACED SEi OF BWE OR BIACK IINE PRIN15 OF CONiRAC� DR�WINGS AND A MINNESOTA PER NN DOi, IiEM 304 IN�ICAiE� ON iHE �AA'MNCS. BELOW iHE BOiiON OF iHE FENCE WIIH E%iFA GENCE fABRIC OR Br1RBEA WIRE l5 �IFECiFA BY iHE i-MOBIt£ SHOP DRAWINGS. M4RK iHE SEi i0 SHOW iHE ACiUP1 INSiALIAiION WHERE iHE B. PENNSYLVANIA: PER PUBUCAiION 908, IYPE 2A F. SEPARAiE RND SiOCKPILE ALL E%CAVAiED WiEFWLS SUIiABLE GOR H4CK FlLL ALL EXCESS CONSiRUCiION SUPERVISOR. PRIOR i0 PIACING COMPGNENiS SUCH AS FABRIC, RNLS, 1EN510N WIRE AND CniES. INSiPLIAiION VARIES SUBSiANR4LLY GROM iHE WORK AS ORICINqLLY SNOYM. ANRK WHICH C. WESi NRGINIA: PER fSTM 2940-92 EXCAVAiED AND UNSUIiqBLE MAIERWS SHALL BE DISGOSED OG IN AN RFEA DESIGNAiED BY iHE ENSURE iNAi iHE CONCREIE VOSi FOUNpAtION NAS RFACHED Ai LFlSi ]SS OG 115 �ESICN SiRENGiH OR WS OR/WINCS IS MOST CAPNBLE OF SHOWING CON�I110N5 NLLV ANO ACCURAiELY WHERE 2.4 GRANUTAR BEDDINC PND TRENCH 94CK FILL: WELL-GRADED SANO `/�ICESiREAN CONSiRUCiIDN SUPEFNSOR. (UNSUIiABLE 1dAiEPIAL IAO.Y BE REOUIRED i0 BE REAIOVE� LURED A MINIMIIM OF ] �AYS ARER SEiiING iHE POSi. 4863 MCANDREWS RD sNOC oaawiNCS na[ usEO. re[coRO n caoss-R[rca[ncE nT rh[ cokRCS�otuowc raon� rHC srt) g. �uaNrsH cnrzs wrtx H[c[ssaar nnirvcs nwo HnaownaE. xiwccs sHnu u�aw saiuc cnr[s ro swirvc �ao APPLE VALLEV, MN 55124 LOCAiION ON iHE CONiRALi DRAWINGS. GNE PARiICUTAR AiiENiION i0 CONCEILE� ISW OR SW-SM) AND iHE FOLLOWING: A. AIINNESOTA: PER MN DOi, 3 Z SiPUCiURAL E%CAVAiION DEGREES. RUNGER BnRS SHALL HAVE iOP, 6JnUd nND MI�OI£ IOCKMG GOiMS vliiH iHE uIODIE POiNi APRnNCED ELEAIENI$ iHAi WOULD BF OIFGICULi TO IAE0.5URE AND RECOFD Ai A UiER DAiE. MARK TEM 603 A. FOUNDAiION EkCRVAiIONS SH4LL BE Clli i0 FIRM MAiERIAL HAVING A SRFE EEPRING VRLUE Oi 3�00 FOR PRpLOCKING. GAiES SH4L HAVE KEEGERS ON EACH LFAf iHAi ENCACE AIliOMAIICPLLY WHEN iHE CAiE IS RECORO SEIS WITH ftED ERA548LE PENCIL USE OiHER COLORS TO DISiINGUISH BEIWEEN B. PENNSYLVANIA: PER MSHiO q5] P5F PND SFNLL BE FREE OF ALL LOOSE PN� WEi MAiERNLS. IF iHE BOnOM OF iHE EXCnvAiION yry/UNG OPEN. REPRIR G4LVPNIZED CONiiNC �PMAGED IN iHE FIEID Wlhl NEMODS AND iECHNIWES AS VNRIAtI0N5 IN SEPMAiE GiEGORIES OF iHE WORK. AIN2K NEW MFORA1Aii0N iHAi IS C. WESi NRGINIA: FER WV �Oi SECiION 606 IS NOi fIRN AND SiABLE. OVER-E%UVR1E nN ND�IiIONPL 12 INCHES, COMPFCi SUB-GRAOE nND FlLL RECOMMEN�EO BY iHE NPNUFACtURER. IMPORiANi i0 iNE OWNER &li W0.5 NOT SHOWN ON iHE CONiRACt pRAWINCS, DE�RILS OF 2.5 CRUSHED STONE SURFACE COURSE FOR ACCESS ROM: 0. WIiH 12 INCHES OG SELEC� SiRUCNfNL fILL � � SNpP DRhWINGS. NOiE REIAIE� CH4NGE OROEft NUMBERS WHERE APPLIGBLE. NOIE MINNESOiA: PER MN D�T, IiEM J04 B. PFTER E%WVAiION, iHE E%POSE� SOILS SNPIL BE INSPECiEO NNO �ESiEO AN� PNY UNSURnBIE 3.10 tANDSCAPINC SIiE LWDSCAPINC OPERAilONS SHN.I BE IN CONFORIdANCE M11H iHE FOILOWING SPECIFlUilONS: REIAIE� RECORO DflAWING INiORAIAiION AND FRJ011Ci DAiA IIFON CDMPLEiION OF THE B. PENNSYLVANIA' PER PUBLICAiION 408, ttGE 2A, DEPOSIiS REMWE� AS OIRECiEO i0 RE1CH SUIiABLE BFARINC SOIL ALL OVER-E%C4VAiED MFlS SHALL 1. HINNfS�iA: PER NN p0i IiEMS 658-662. 661. 666�, 610-613 WORK, SI1BMIi ONE (i) COMPLEiE SET OF RECORO OOCUMENiS TO iHE C. WESi VIRGINIA: PER WV p0i. MODIFIE� GIJSS 1 AGGREGAiE BE &4GK fILLED WIiH SfLECi SiRUCtURAL FlLL OR N1ix LEAN CONCREiE iILL i0 1HE E�EVAiION OL iHE 1. p�rv5nvarva: PEk Pn p0i SECnONS BO¢-806, BOB-811, 856, 866-865 PER SECiION ]04 Oft CRUSHED LIMESiONE PER ASiA1 BOiiOM Df FOOiING OR FOUNDFiION AS INDICAiED Orv iHf OFNwINGS, J. WESi VIflCINW: PER WJ DOi SECilONS 642, 651-655, )15 I-MOBILE CONSiRUCiION SUPERNSOR GOR ME OWNER'S RECORDS. C. PRIOR i0 PIACEMErvi OF COrvC- FpUrvpniiprv5. iHF SURFnLE Orv WnICH ME CONCFEiE IS i0 BE 2940-92. PUCE� SNALL BE CONVpCiED t0 n MiNiuUU OF 95R 0� iHE IA001liED PROCiOR pEN51tt BV iHE 3.11 SiORM WAiER MIJlACEAIENi NV� EROSION CONiFOL SiORM WAiER MAN4CEMENi AND EROSION CONiROL SH4LL 2.6 CRUSHE� S70NE SUBBASE FOR ACCESS ROAO: MODIFlED PROCiOR t6i. ASiM �1551. BE IN CONGOFAfARCE WRH iHE FOLL0INNG SPECIVILAilONS: A. MINNESOTA: PASHTO �'S] CRUSHED UMESiONE D. NO FOUN0.4110N5 OF SiftUCiURES SHFLL BE CDNSiRUCiE� UNiIL iHE B0.5E MAiER1A15 W1VE BEEN 1. MINNESOiA PER AIN DOi IiEMS 20], 60J-605. 6)3 sncerrrt� 8. PENN511VANN: A45HT0 �5] CRUSHED �IMESTONE INSPECiE� BY iNE i-MO&�E CONSiRUCiION SUPENVISDA. 2. PExNSVLVnNIA PA DOi SECPONS 601-60a, 610. 612, 615-61), BD6, 864-865 � C. WESt VIRCINIA: pA5Ht0 �5] CRUSHEO LIMESiONE 3 3 SiRUCtURAL FiLL: ALL COMPACiED GILL SW1tL BE PIACEO IN UYERS NOT EXCEEWNG A LOOSE 8' J. WESi NRCINU: WJ DOI SECilONS 642 AND 655 GENERAL NOTES 2.7 CRUSHED SiONE GRANUUR &45E FOR COA1PoVNp_ iHICKNESS AND COMPACiED i0 A MINIMUM OENSIIY �F 95R OF iHE YODIGIED PROCTOR pEN51tt OBiNNED � A. MINNESOTA: A4SHT0 N5] CRVSHEp LIMESiONE IN NCCORDFNCE wI1H ASiM D-155�. EN� OF SPECIFlG110N B. PENNSYLVANIA: PER PUBIJCAiION 408, ttGE 28 3�4 BACK GILL AS SOON AS PRACtICPL a�iER COMPLRirvG CONSiRUCiION OG lxE RELAiED SIFUCiUFE, sneeruumnEx C. WESi NRGINIA: 0.45HT0 5] CRUSHED LINESiONE INCWOING EXCIRAiION pL 1HE SFECIFlN NINIMUM CUFINC PERIOD FOR CASi-IN-PIACE CONCREIE. N BACKFlLL iNE E%CAVAPON WfM MPROVEO M4iEAlAL !0 RESiOflE hlE REQUIRED FINISH CRA�E. 28 UNSUIiABLE A1AiERIAlS: TOP SOII, HIGH AND - N-1 ti � � w w � r� � M PROJECT SPEQFICATION I6000 (ELECTRICAL) C. GROUND CONDUCTOR � rl � � PART I: GENERFL Project Specificaiion 16670 (Groundinq) � o v� 1.1 SCOPE THIS SPECIFICATION �ESCRIBES THE A�INIMUM REQUIREAIENT FOR INSTALUiION OF ALL ELECTRICAL Part C GENERAL 1. ALL DIRECT BURIED GROUND CONDUCTORS SHALL BE i1NNED SOUD (�2 AwG) WIRE. BURIED �� SYSTEMS. GROUND CONDUCiOR SHALL BE MSTALLED Ai MINIMUM DEPiH OF 36 BELOW CRlDE. O m Z 12 REFERENCES: iHE PUBLICATIONS LISTED BEIDW FORM PART OF THIS SPEGFICATION. EACH PUBLICATION 1.1 SCOPE 2. ALL SUB GRADE GROUND CONNECTIONS SHALL BE MADE THROUGH THE USE OF EXO7HERMIC ^ w � A ihis 'f t' 'bes [he t for fumishin - 9 WELD PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE SPLICES, 7EE5 AN� ALL ~ SHALI BE THE LA7ESi REVISION AND ADOENOUM M EFFECi �N iHE OATE iHIS SPEqFICATION IS ISSUED FOR speciicaion prescn requiremen s g. Installation and teshn of Ihe CONSTRUCTION, UNLESS NOTED OTHE2WISE EXCEPT AS MODIFlED BY iHE REOUIREMENTS SPECIFlED HEREIN, OR grounding coble, connectors ontl associated components as Indicated on the drowings. GROUND R0� CONNECTIONS. MOL�, WELD KITS, ETC., SHALL BE A�ANUFACTURED BY CADWELD w� Z THE DETAILS OF THE OftAWINGS, WOftK INCLUOED IN iH15 SPECIFlCATION SHALL CONFDRM i0 iHE APPLICABLE B. Applications of electrical grountling and bonding work specified in this specification Include AND SHALL BE INSTALLED AS PER THE MANUFACTURER'S INSiRUCTI0N5. � � PROVISIONS OF THESE PUBLICAilONS. the (ollowing: 3. GRDUND CONDUCiORS SHALL BE ROUTED IN THE SHORTEST AND STRAIGHiEST DISTANCES � A. ANSI (AMERICAN NAiIONA� STANDARDS INSi1TUTEJ 1. fence and gate posfs POSSIBLE TO MINIMIZE iRANSIENT VOLTAGE RISES. CONDUCTORS SHALL BE INSTALLED AS � � B. NESC (NATIONAL ELECTRICAL SAFEtt CODE). UTEST EDITION 2. electrical power systems FOLLOWS: � C. NEC (NATIONAL ELECTRICAL CODE), IATESi EDITION 3. grounding electrodes A. AL� GROUND CONDUCTORS SHALL fOLLOW A CONiINUDUS DOWNWARD PATTERN i0 THE D. NFPA 70 (NATIONAI FIRE PROTECTION ASSOCIATIDN) 4. ground bus bar GROUND SOURCE. (NEVER RUN GROUND CONDUCTOR IN AN UPWARD DIRECTION.) d � E. OSNA (DCCUPATIONAL SAFEiY AND HEALTH ADMINISTRATIDN), INCWDING ALL APPLICABLE AMENDMENTS 5. rvice equipment B. CONDUCTORS SHALL BE INSTALLED WITH A IAINIIAUM OF 12 INCH MINIMUM BENOING RADIUS. i a o o 0 C. WHEN THE MINIMUM BENDING RAOIUS CPNNOT BE ACHIEVED, GROUND CABLES SFWLL BE F. U.L (UNDERWRITERS UBORA70PoE5) 6. enclosures ;� 7. monopole/lottice tower ftDUTEO AT 9� DECREE BENDS WITH THE USE OF E%DTHERMIC CONNECTIONS A7 90 DEGREES. 1.S SYSTEM DESCRIPLION � I TH IN7 Ni I T IMINAT TH CAB E BENO RAOIUS AND REPIACE THE RADIUS WITH AN I A. DESIGN REQUIREMEMS: THE CONiRACTOR SHALL INSTALL UNDERGROUND ELECTRICAL AND TELEPHONE 8. ice bridge E E 5 0 EL E E L - �� m CONDUITS AN� CABLE AS SPECIFIED HEREIN AND AS SHOWN ON THE �RAWINGS. 12 REFERENCES: ihe publications listed below form par[ of this specifiw�ion. Eacn publicot'ion shall EXOTHERMIC CONNECTION. ,m B. PERFORMANCE REQUIREMENTS: WHEN FINISHED, WORK SHALL BE IN A COMPLETE PND UNDAMAGED STATE be the latest revision and addendum in e(fect on the date this specif'ication is 'issued for construction, PART III: EXECUTION . �� N�^ AS REQUIRED M THE CONTRAC7 DOCUMENTS. unless noted otherwise. Excepl as modified by the requiremen�s specifietl herein, or �he details of the 3.1 PREPARAiION � �� . drowings, work includetl in this specilica[ion shall conform lo the opplicable provisions of these A. ALL SURFACES TO WHICH GROUND C�NNECTIONS WILL BE MADE SHALL BE FREE OF PP1NT, m m PART II� PRODUCiS publicot'ions. GALVANIZING DIRECT CORROSION EiC.. Q o x 2.1 GENERAL A. AN51 (AMERICAN NATIONAL STANDAR�S INSTITUTE) B. ALL METAL SURFACES E%POSED ON CROUNDING SHALL BE EITHER COLD GALVAMZE, OR L �aa�° A. ITEMS SHALL BE NEW AND SHALL BE INSTALLE� ONLV IF IN FlRSi-ClASS CONDITION. B. IEEE (MSTITUTE DP ELECiRICAL AND ELECiRONICS ENGWEERS) PAINTED 70 MAiCH ORIGINAL SURFACE �- B. SUBSTITUilONS FOR MATERIAL WILL BE PERAIIiiED ONLY BY WRITTEN APPROVAL OF iHE T-MOBILE C. NEC (NATIONAL ELECTRICAL CODE), latest editlon 32 E%AMINATI�N. \ , CONSTRUCTION SUPERVISOR. A. E%AMINE AREAS AN� CONOILIONS UNDER WHICH ELECiRICAL GROUNDING AN� BONDING � �/;' 22 MA7EftIALS: iHE CONTRACiOR SNALL PROVIDE ALL MAiERIAL E%CEPT AS SPEGFlED IN THE CONTRACi D. NEMA (NATIONAL ELECTRICAL MANUFAC7URERS ASSOCIATION) CONNECilONS ARE TO BE MADE AND NOTIFY i-MOBILE CONSTRUCiION SUPERVISOR IN WRITING ��' DOCUMENTS- W.L MATERIAL SHALL 6E APPROVED AND LISTED 8Y OR BEAR THE U.L IABEL, AND WILL COMPLY E NESC (NAiI�NAL ELECiRICAL SAFETY CODE), lolest edition . Of CONDITIONS DEiRIMEMAL TO PROPER COMPLETION Of WORK. DO NOT PROCEED WITH II � WITH AN51, IEEE AND NEMA $TANDARD$ WHERE APPLICABLE F. OSHA (OCCUPAiIONAL SAFEtt AND HEALTH AOMINISTRATION) WORK UNTIL UNSATISFACTORY CONDITIONS HAVE A. CON�UIiS: C. U.L (UNDERWRIiERS IABORATOPoES) 8. THE CONLRACTOR SHALL NOTIFY iHE 7-MOBI�E CONSTRUCTIDN SUPERVISOR 24 HOURS 1. ALL UNDERCROUND CONDUIi SHALL BE SCHEDULE 40 WC. SIZED AS SHOWN ON THE CONSTRUCiION H. Applicable Local Codes and Ordinonces PRIOR iD iRENCH BACK FlLL ALL WORK DONE BELOW FINISHED CRADE SHN1 BE i g a DRAWINGS. PART II: PRODUCiS NSPECTED BY iHE AERIAL CONSiRUCiION SUPERVISOR DURING 7HAi PERIOD �R iHE - 2. AlL E%TERIOR ABOVEGROUN� CONDUIi SHPLL BE PER LOCAL CODE REQUIREMENTS. 2.1 MA7ERIALS: EXCEPi AS OTHERWISE INDICATED, PROVIDE ELECiRICAL GROUNDING PND CONTRACTOR SHALL PROCEED. � � J. ALL MTERIOR CON�UIi SHALL BE EMT WITH COMPRESSION-ttPE FlTTINGS. BONDING SYSTEMS INDICATED: WI7H ASSEMBLY OF AIATERIAL, INCLUDINC, BUL NOT LIMITED T0, GR�UNDING 33 GROUND iESTING k `a 'a ` 4. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USE� FOR OUTDOOR LOCAiIONS WHERE FLEXIBLE ELECTROOES, BONDMG JUMPER AND ADDITIONAL ACCESSOPoES NEE�ED FDR A COMPLETE INSTALLATION. A, THE CONTRACTOR SHALL TEST THE GRDUND ELECTRODE ROD RESISTANCE IN ACCORDANCE ��$�? CDNNECTION IS REQUIRED. WHERE AIORE THAN ONE iYPE COMPONENi PRODUCT MEETS INDICATE� REQUIREMENTS, SELECTION IS N'ITH THE METHDDS OF MEASUREMEM SHOWN M THE FALL OF POTENiIAL METHDD. B. CABLES: CONDUCTORS FOR CENERAL WIRING SHALL BE NEC STANDAR� ANNEALED COPPER WIRE WITH INSiALLER'S OPTION. WHERE MAiERIALS OR COMPONENTS ARE NOT INDICATED. PROVIDE PRODUCTS WHICH B. TEST INSTRU�tENiS SHALL OPERATE AT A FREOUENCY OTHER THAN 60 HERTZ AN� SHALL NEC 600 VOLT INSUTAiION. COMPLY WITH NEC, U.L AND IEEE RE�UIREMENTS AN� WILH ESiA8LI5HED INDUSTRY STANDARDS FOR CONTAIN STRAY CURRENT AND DC FlLiERS, FAULT CURRENT PRDTECTION AND HAVE SENSITIVItt 7. �,8 AND LARGER-SiRANDED iYPE, THHN OR THWN THOSE APPLICATIONS INDICATED. TO OPERATE A L�W SIGNAL STRENGTH. w z� 2. 10 AND SMALLER-SOLID ttPE THHN OR iHWN C. PRIOR TO TESiING, THE CONTRACTOR SHALL OE-ENERGRE ALL PDWER SDURCES, � M DISCONNECT THE ELECiRODE C�NDUCiOR FRDM THE GROUND ROD, WEAR HIGH VOLiAGE �� F o 3 3. CONDUCTORS IN CONDUIT IN OR ADJACENT TO HIGH HEAi SOURCE SHALL BE ttPE XHHW A. GROUNDING RUBBER SAFEtt GLOVES AND WILL NOT HANDLE TEST INSTRUMENTS IF AT PLL POSSIBLE. - � rc 4. CONDUCTORS IN CONOUITS ABOVE R�OF, ON T�P OF ROOF DR INSIDE BUILi-UP ROOFlNG MATERIAL 1, THE EQUIPMENT SHALL BE GRDUNDED AS FOLLOWS, AS SH�WN ON iHE DRAWINGS AND IN D. CROUND TESTS ARE TO BE PERFORMED BY OUALIFlE� PERSONS GAU,ILIAR WITH iHE p�� SHALL BE ttGE XHHW COMPLIANCE WITH NEC ARTICLE 250 ANO SiA7E AN� LOCAL CODES. CONSiRUCiION AND OPERAiION OF THE EQUIPMENT AND THE HAZARDS INVOLVED. C. CONVENIENCE OUTLET: UNLE55 NOTED OTHERWISE, SURfACE-A�OUMED OUTLEiS FOR E%iERIOR 2, GROUND R005 AND QUANTItt SHOWN ON THE DRAWINGS ARE DIACRAMMATIC. iHE CONTRACTOR E. AN INDEPENDENT, APPROVED OUTSIDE FIRM SHALL PERFORM iHE GROUND TEST AS °? LOCATIONS SHALL BE FERAL�Y, CAD�ZINC ELECTROPIATED WITH THREA�E� HUBS OR CONOUIT ENTRANCES DRILLED SHALL 7ERFDRM A CROUND-RESISTANCE-TD-EARTH 7ESi. SHOUL� iHE INSTALIATIDN HAVE A RESISTANCE OUTLINED. ALL iEST RESULTS SHALL BE FORWARDED TO THE T-MOBILE CONSiRUCT10N "- ANO TAPPE�. ALL COVERS SHALL BE SELF-CLOSING AND GASKEfED. SURFACE MOUNTE� OUTLETS FOR INiERIOR OF 5 DHMS DR M�RE, CONTRACiOR SHALL INSTALL MORE CROUND RODS AS NECESSARY SO THAi THE SUPERVISOft FOR APPROVAL. �� p LL LOCATIONS SHALL BE GALVANIZED. PRESSED STEEL WITH COVER PL1TE, SIERRA PLA571C SME. IVORY COLOR. OVERALL CROUND-TO-fARTH RESISTANCE IS LESS THAN 5 OHMS END OF GROUNDING SPECIFlCAilONS . D. COAXIAL CABLE SUPPORTS 7. ALL WAVE GUIDE SUPPORTS SHALL BE MANUFACiURED TO MEEi ALL COAX 3. INSiALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED, IN ACCDRDANCE WITH MINIMUM BENDING REQUIREMENiS WAVE GUIDES, AND 81587 FOR 6 WAVE GUIDES. SUPPORTS SHALL BE PROVIDED MANUFACTURER'S INSTRUCilONS, NEC'S "STANDARD OF INSTALUiION;' AND IN ACCORDANCE WITH 3'-0" ON CENTERS. RECOGNRED INDUSTRY PRACTICES TO ENSURE THAi PRODUCTS COMPLY WITH REOUIREMEMS. CLOSE OUT DOCUMENTATION 4. COORDINATE WITH OTHER ELECTRIGL WDRK AS NECESSARY TO IMERFACE INSTALUiION OF PART IIL E%ECUTIDN ELECTRICAL GROUNDING AND BONDING SYSTEMS. CLOSEOUT BOOK CONTNNING THE FDLLOWING. g` 3.1 PREPARATION 5. INSiALL GROUND CONDUCTORS A MINIMUM OF 36 INCHES BELOW FINISHE� GRADE WHICH ENCIRCLES A. BEFORE UYING DUT WORK, EXERCISE PROPER PRECAUTION i0 VERIFY FACH MEASUREMENT. THE TOWER AND EQUIPMENT AN� PAE CONNECiE� 70 FACH DRIVEN GROUND ROD. CROUND TRENCH 1. AS BUILi DESIGN DRAWINGS SERVICESB. USE EXiREME CAUiION BEFORE EXCAVATMG IN E%ISTINC AREAS TO LOCATE EXISTING UNDERGROUND SHALL BE AT LEAST 24 MCHES AWAY FROA1 F�UNDATIONS. A� QO� O� A 6. TIGHTEN GROUNDING PND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE 2 SWEEP iEST RESULiS 3.2 INSPECTION WIiH MANUFACiURER'S PUBLISHED iORQUE iIGHTENINC VALUE FOR CONNECTORS AND B��TS. WHERE A. A VISUAL CHECK OF ELECiRICAL AN� iELEPHONE CABLES, CDNDUITS AND OTHER IiEMS SHALL BE MAOE MANUFACLURER'S TORpUINC REQUIREMENTS ARE N07 INOICATED, 11GHTEN CONNECTIONS TO COMPLY WITH 3. RESISTIVELY TEST BY AN T-MOBILE CONSTRUCTION SUPERVISOR BEFORE THESE ITEMS ARE PERMANEMLY INSiALLED. . TICHTENMG TDRQUE VAWE SPECIFIED IN U.L 466A TD ASSURE PERMANENT AND EFFECTNE GROUN�ING. q, pHOTO DOCUMENTATION OF: APPLE VALLEY 8. THE CDNTRACTOR SHALL NOiIFY THE T-MOBILE CONSTRUCTION SUPERV-TEMPLAiES & 7. APPLY CORROSION-RESISTANT FINISH (NO-OX) TO FlEL�-CONNECTIONS, AT CDPPER GROUN� BARS � PROTOiYPES�DLD-HOLD-2�OLD-BUT-HOLD/HAftDI� WILBURN CURRENT.dwgPK !IS�R 24 HOURS PRIOR i0 AND PLACES WHERE FACiOKY APPLIED PROTECLIVE COATING HAVE BEEN DESTROYEO, WHICH-TEMPIALES & - UN�ERGROUNO CONDUITS AND GROUND RING WT TRENCH BACK FILL PRDiOiYPES�OLD-HDLD-2�OLD-BUT-HOLD�HAROLD WILBURN CURRENT.dwgPK�rARE SU&IECTED TO - ANTENNA, COAXIAL, JUMPER ATiACHMENTS AND CROUND KIT ATTACHMENiS VALLEYWOOD CORROSIVE AND/OR DXIDATION PROCE55. -.ANTENNA DOWN TILT MEASUREMENT USING AN INCLINOMEiER ON iHE &4CK PtANE 3.3 INSTALIATION g. ON EXISTING IATfICE TOWERS, WATER TOWERS AND ROOF TOPS WHEN A NEW GROUNDINC SYSTEM IS DF THE ANTENNA A, iRENCHING, BACK FILLING, BEDDING AN� COMPACTWC SHALL COMPLY WIiH SITE WORK SPECIFlCATIONS. INSTALLED, THE CONTRACTOR SHALL PE THE NEW GR�UND SYSiEM i0 THE EXISTING WA7ER iOWER. - GROUND BAR ATTACHMENTS 4863 MCANDREWS RD B. DIG iRENCHES TO THE REOUIRED DEPiH AS SHOWN ON THE DRAWINGS WITHOUT POCKETS OR DIPS. UTfICE TDWER SiRUCiURAL SiEEL OR BUIL�ING SiRUCNRAL STEEL AS THE CASE MAY BE Ai LEAST AT APPLE VALLEV, MN 55124 REMOVE URGE STDNES FROM THE BOiTOM OF THE TRENCH AND FIRMLY TAMP LOOSE FlLL IN THE BOTTOM ONE LOCATION SO THAT THEY AftE AT iHE SAME POTENTIAL 5. SIGNED OFF PERMIT CAR�S BEFORE CONDUIT IS lAl�. B. GROUND R0�5 � C. INSTALL UNDERGROUN� CONDUIi WITH A MINIMUM 3-INCH i0 100-FO�T SL�PE OR TO A SLOPE SHOWN �, GROUN� RODS SHALL BE 5/8' DIAMETER 8'-0" LDNC, CDPPER CUD DRIVEN ROD(5). 6. CERTIFICATE OF DCCUPANCY ON THE DRAWINGS. � 2. GROUND R00(S) SHALL BE LOCATED AT THE PERIMEiER OF E�UIPMENT AS i0 CREATE A GROUND ' D. UNLE55 SHOWN OIHERWISE ON iHE DRAWINGS, iERMINAiE PND CAP ALL SNB-UPS 72 INCHES ABOVE RING AS SHOWN ON THE ORAwINGS. 7. RETURN OF KEYS AND/OR ACCESS AU7HORRATION FINISHED GRADE ELEVATION. � E. WHEREVER CONDUITS CR�SS UNDER ROA�WAYS, USE CALVANIZED RIGID STEEL CDNDUITS IN ALL CASES, 3. CROUND ROD(5) SHALL BE SPACED Ai A MINIMUM SPACINC OF 8'-0" AND A AIAXIMUM SPACINC DF g, ORIGINAL BUILDING PERMIT EXTENDING 5 FEET BEYOND THE EDCE OF THE ROAO BED. MINIMUM DEPTH FOR CONDUIT SHALL BE 4 FEET 10'-0". - BELOW ROADWAY GRADE. 4. GROUND RO�S SHELL BE BURIED BELOW THE FR057LME AT NO TIME SHALL THIS DEPTH BE LESS . F. MARK UNDERGROUND CONDUITS WI1H A 6-MCH WIDE RED PoLYEiHYLENE TAPE BURIED 6 INCHES UNDER THAN IB" BELOW FlNISHED GRADE. THE SURFACE DIRECiLY WER THE CONDUITS. MARK THE TAPE THUS� CAUTION-BURIED ELECTRICAL CABLE 5. GROUND RODS WHICH CANNOT BE DRNEN STRAIGHi DOWN THE ENTIRE (10) GEET, SHALL 6E ORNEN sHeErn G. FOR SEALMC CONDUIiS, USE ONLY NONTHERMOPUSPC CDMPOUNDS SUCH AS J.M. DUXSFAL, OR AN pT AN ANGLE NOT GRAiER iHAN 45 DEGREES (NEC 250-83 AND 250-84). GENERAL NOTES APPROVED SUBSiITUTE. iNE COA�POUNO SHALL HAVE NO EFFECT ON RUBBER OR RUBBER-LIXE INSUTAilONS, 6. GROUND ROD LOCATIONS SHALL BE NOTED �N THE AS-BU4T DftAWINC COMPLETE WITH DIMENSIONS. LEAD, ALUMINUM OR FERROUS ALLOYS; IT SHALL BE INSOWBLE IN WATEft AND WITHSTAND MAXIMUM iEMPERATURE 7_ PROVIDE GROUND TEST WELL$ A$ SHOWN ON THE CONSTRUCiION DRAWINCS. RANGES OF THE LOCALitt. H. COA%IAL - RE(ER TO NOKIA AMENNA AND COAXIAL CABLE INSUlATION PROCEDURES. sxFeruumaea I. ANTENNA - REFER i0 NOKIA ANiENNA AND C�N(IAL CABLE INSUUiION PROCEDURES. J. lNA/MHA - REFER TO NOKIA ANTENNA AND COAXIAL CABLE INSUlATION PROCEDURES. END OF ELECTRICAL SPECIFlCATIONS N�2 ... 4: G .... ..... .... ... City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent DATE: August 23, 2012 SUBJECT: SECOND AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT WITH SHORT ELLIOTT HENDERICKSON,INC. FOR DESIGN OF WATER TREATMENT PLANT EXPANSION.PROJECT Attached for consideration is a Second Amendment to the professional services agreement for the Water Treatment Plant Expansion Project. The attached proposal outlines the scope of services for the work. Staff recommends that the City proceed with a value engineering process to identify areas where the project can be modified to reduce the overall cost by approximately 25 percent. The proposal includes additional design work to modify the architectural, structural, mechanical and electrical components of the project based on identified cost savings measures during the value engineering process. The proposal also includes fees for conducting public bidding for the project, which were not included in the original services agreement. The proposed work would provide for the completion of design work and review by the City Council on December 13, 2012. If acceptable, the project could be advertised for bids in December for a bid opening in late January 2013. Staff recommends that funding for the proposed engineering work be derived from the Water Utility Fund. Recommended Action: Approve Second Amendment to Professional Services Agreement with Short Elliott Hendrickson, Inc. for Design of Water Treatment Plant Expansion Project. CBJ: Attachments c: Todd Blomstrom, Public Works Director SECOND AMENDMENT TO CITY OF APPLE VALLEY AND SHORT ELLIOTT HENDRICKSON 1NC. AGREEMENT FOR PROFESSIONAL SERVICES DATED AUGUST 23, 2012 The City of Apple Valley, a Minnesota municipal corporation (the "City"), and Short Elliott Hendrickson Inc., a Minnesota corporation ("SEH"), have entered into a Professional Services Agreement dated November 23, 2010 (the "Agreement") for certain services associated with a project described as "Apple Valley Water Treatment Plant Expansion Feasibility Study." The City and SEH now wish to amend the Agreement to include an additional scope of services as set out in Exhibit D, Apple Valley Water Treatment Plant Expansion - Value Engineering/Redesign, dated August 17, 2012. Except as amended by the First Amendment, dated November 23, 2011, and Exhibit D attached hereto, all other provisions of the Agreement of November 23, 2010, shall remain in full force and effect. EXECUTED as of the day and year written below. CITY OF APPLE VALLEY Date By Mary Hamann-Roland, Mayor Date And Pamela J. Gackstetter, City Clerk SHORT ELLIOTT HENDRICKSON INC. Date By Date And EXHIBIT D � EN au�st l�, Zoi2 Ms. Carol Blommel Johnson Public Works Superintendent City of A�p1e Valley 7100 147 Street W. Apple Valley, MN 55124 Re: Water Treatment Plant Expansion — Value Engineering/R.edesign Proposal for Engineering Services SEH File No. 118533 Dear Carol, �hort Elliott Hendrickson Ina (SEH) respectfully submits this proposal for Value Engineering and Redesign services for the water treatment plant expansion project. Background As you are aware, the bid opening far the Water Treatment Plant Expansion project occurred on July 31, 2012. The engineering estimate and constxuction budget for the project was $15 million. The low bid for the project was $18,919,000. Because the bids received were siguficantly over the construction budget, the City decided to reject the bids and undergo a Value Engineering (VE) process to identify items that can be removed from the project to get it within the original � budget. Once VE items have been identified and selected, the plans and specs will be redesigned to reflect the changes and reissuecl for bidding. Value Engineering The project team will work with Cantractors to identify areas where the project can be modified to reduce the overall price of the project. Every attempt will be made to identify items to be modified or eliminated that da not fundamentally change the scope and integrity of the overall project. Cost saving items that have been identified include, but are not limited to: Process Items • Continue to utilize a gravity backwash rather than converting the existing �VTP to a piped backwash. This results in a significant savings on process piping and demolition; and simplifies consl�uction • Delete rooms between backwash tanks and on top of the backwash tanks Short El4iott Hendrickson Inc., 3535 Vadnais Center Drive, St. Paul, MN 55110-5196 SEH is an equal opportunity employer ( www.sehinc.com � 651.490.200Q � 800.325.2055 ( 651.490.2t50 fax Carol BZommel.Iohnson August 17, 2012 Apple i�alley, MN � Page 2 Architectural Items • Less architectural features on north and west side of WTP • Less expensive brick and metal wall panels (without compromising quality) • Consider options for new screening (in lieu of aluminum grating) • Less extensive painting (wash bay, garage) • No splitter box expansion • Use overhead doors at wash bay instead of bi-fold doors • Consider less or smaller windows Structural Items • Simplify garage construction • Consider deep footings in lieu of vault for finished water mains Mechanical Items • Consolidate HVAC into one rooftop unit instead of two • Delete in-floor heat in garage Electrical Items • Evaluate keeping existing service entrance • Do not base bid integrator • Move main control console as bid alternate • Consider options for generator room/enclosure • Use fluorescent lights instead of LED Scope of Services SEH proposes the following scope of work for the VE, redesign, and bidding for the project: Value Engineering • Coordinate and meet with Contractors to solicit VE items • Compile a list of VE items and estimate the cost savings of each item • Present the VE items to City Staff far evaluation and selection Redesign • Incorporate selected VE items into plans and specifications • Coordinate and conduct regular design team meetings. Meeting agendas and minutes will be prepared and distributed for all design meetings. • Coordinate changes with Minnesota Department of Health (MDH) • Prepare 90% process, architectural, landscape architectural, structural, mechanical, and electrical drawings. Prepare 90% specifications. • Prepare 90% OPC. • Meet with City staff to review the 90% plans, specifications and OPC. • Incorporate comments from City staff into contract documents. • Complete final construction plans. 2 Carol Blommel Johnson August 17, 2012 Apple Valley, MN Page 3 • Complete final project specifications. • Submit final Contract Documents for Approval to: — City Building Official and Fire Marshall — MDH — City Attorney • Receive formal approval to bid Bidding • Prepare bid proposal and contract forms • Issue advertisement for bids • Assemble and distribute bid documents • Attend pre-bid conference • Respond to questions from prospective bidders • Issue necessary addendums to bid documents • Attend bid opening • Analyze bids, prepare bid tabulation and bid suimiiary letter Project Team Miles Jensen will continue to serve as the project manager for this project. Miles will be joined by team members, most of who worked on the previous plans and specifications. These team members include: Christopher Larson Asst. PM/Lead Engineer SEH Danyelle Pierquet Landscape Architecture SEH Bruce Paulson Architecture Bonestroo/Stantec Phil Caswell Structural Bonestroo/Stantec Dan Sieben Mechanical Engineer Wentz Associates Chuck Oehrlein Electrical Engineer Bonestroo/Stantec Compensation Value Engineering: SEH will provide the services identified in the Scope of Work for the Value Engineering for a lump sum fee of $20,000. Redesign: SEH will provide the services identified in the Scope of Work for the Redesign for a lump sum fee of $50,000. Bidding: SEH will provide the services identified in the Scope of Work for the Bidding for a lump sum fee of $15,000. The above fees include reasonable reimbursable expenses including mileage and printing. It is assumed that the plans and specifications will be issued electronically. Work directed by the City that is not included in the Scope of Work will performed on a time and materials basis. 3 Carol Blommel Johnson August 17, 2012 Apple Yalley, MN Page 4 � Schedule SEH will perform the work according to the following schedule: Activi Date Com lete VE Process Se tember 15, 2012 Com lete 90% Plans, S ecifications, OPC November l, 2012 Com lete Final Plans, S ecifications November 30,2012 Council Authorizes Ad for Bid December 13, 2012 Bid O enin Janu 24, 2013 Closure Once you have had an opportunity to review this proposal, we would welcome any comments, questions, and concerns you may have. If this proposal is acceptable, please sign and return a copy of this letter, authorizing us to prepare an engineering agreement with the City of Apple Valley. Sincerely, SEH Inc. Proposal is accepted; please prepare an engineering agreement. CITY OF APPLE VALLEY ,� - Miles B. Jensen, P.E. By Project Manager, Practice Center Leader Date . Date August 17, 2012 � 4 ... 1 • � .... ..... .... ... City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Jane Byron, Water Quality Technician DATE: August 23, 2012 SUBJECT: APPROVE 2012 WATER QUALITY IMPROVEMENT COST SHARE PROGRAM AGREEMENT In 2009 the City of Apple Valley began a voluntary cost share program for residential, multiple- family, or institutional property owners to promote the installation of water quality improvements. These improvements typically consist of rain gardens, buffers, and shoreline stabilization projects to reduce and treat stormwater runoff prior to its entering the stormwater system. This cost share program assists the City in meeting State and Federal storm water management requirements. The program provides for reimbursement of 50 percent of qualifying expenses, not to exceed a total reimbursement from the City of $500. The program requires that the property owner maintain their project to meet program standards for a period of no less than seven years. In 2012 City staff has received complete water quality cost share applications for five projects and determined that these projects are eligible for the program. Four projects were approved at the June 14 Council Meeting. The following project was submitted later. Name Address Project Watershed Keith Lowinske 12826 Emmer Place Raingarden Farquar Lake Funding for this program is included in the 2012 operating budget for the Storm Drainage Utility. Recommended Action: Approve 2012 Water Quality Improvement Cost Share Program for Keith Lowinske, 12826 Emmer Place, with Payment Not to Exceed $500. JB:jcb � Attachment c: Todd Blomstrom . . WATER QUALITY IMPROVEMENT COST SHARE PROGRAM AGREEMENT Between City of Apple Valley and Keith A. Lowinske Location: 12826 Emmer Place This Cost Share Agreement ("Agreement") in furtherance of the City of Apple Valley's Water Quality Improvement Cost Share Program, is entered into between the City of Apple Valley, a Minnesota municipal corporation, ("City") and Keith A. Lowinske ("Owner," whether one or more). The City and Owner are jointly hereinafter referred to as the "Parties". 1. PuRPOSE. In order to promote water quality and prevent degradation of the City's water resources, the City has a cost share program to assist the Owner to install and construct a 2 240 square foot rain�en ("Project"), as described in detailed in Exhibit "A" attached hereto, on the Owner's property. 2. LOCATION OF PROJECT The Owner is the fee owner of real property located at 12826 Emmer Place in the City of Apple Valley, County of Dakota, State of Minnesota, and legally described as: Lot 2, Block 3, Huntington Sth Addition ("Property"). The Project to which the cost share program shall apply is to be located on the Property. 3. PROJECT COMPLETION The Owner has been approved for a cost share grant under the City's Water Quality Improvement Cost Share Program in accordance with the program policy, attached hereto as Exhibit "B" and made a part hereof. The Owner shall receive the approved grant funds in accordance with the Water Quality Improvement Cost Share Program Policy if and when the Owner installs and constructs the Project in accordance with the project plan specifications as set forth in Exhibit "A." The Owner shall install and construct the Project no later than October 15, 2012. If the Owner fails to install or construct the Project in accordance with the specifications set forth in Exhibit "A" and on or before October 15, 2012, unless the City has granted an extension thereof, the Owner shall not be entitled to receive the cost share grant funds. 4. G�NT AwAxD. Upon the completion of the Project and the City's receipt of documents verifying all construction expenses, excluding any claimed labor cost of the Owner or volunteers, the City will pay to the Owner the sum equal to fifty percent (50%) of the Owner's verified costs and expenses, not to exceed a grant award of $500.00. 5. RIGHT TO ENTER PROPERTY. The Owner shall permit the City to enter the Property, at any reasonable time and with reasonable notice to the Owner, for the purpose of inspecting the Project during and after the installation and conshuction of the Project to determine the Project meets the specifications and the on-going functioning and maintenance thereof. 6. INSTALLAT�oN. The Owner shall be responsible for the design and construction of the Project, including, but not limited to, locating and protecting existing underground utilities and preventing drainage and ground water impacts to existing structures on the property. 7. MA�1vTENANCE. The Owner shall maintain the Project in accordance with the terms of this Agreement and as specifically set forth in the Terms of Maintenance, attached as Exhibit "C" for a period not less than seven (7) years from the date the installation and construction of the Project is completed. If the Owner fails to maintain the Project for a period of seven (7) years or fails to maintain the Project in accordance with the Terms of Maintenance set forth in Exhibit "C," the Owner shall reimburse the City the amount of the grant award received by the Owner under this Agreement, unless the City determines that the failure to maintain the Project was caused by reasons beyond Owner's control and the City has directed the Owner to remove the Project. 8. PUBLICATIONS. The Owner authorizes the City to obtain and disseminate photographs, video, digital recordings, depictions or any other literature or publication of the Project in connection with any City publication, the City web site, or any other City-sponsored materials distributed to the public. 9. COMPLIANCE WITH LAWS AND REGULATIONS. The Owner shall comply with any state, county, or city law or regulation applicable to the installation, construction, and maintenance of the Project. If the Owner hires a third party to complete the installation and construction of the Project, the Owner shall ensure that no person is excluded from full employment rights with participations in or the benefits of any program, service or activity; and that no person who is protected by applicable federal or state laws, rules or regulations against discrimination otherwise is subject to discrimination. 10. NoTicES. Any written communication required under this Agreement shall be addressed to the identified persons for the Parties: City: Public Works Director City of Apple Valley 6442 —140 Street West Apple Valley, Minnesota 55124 Owner: Keith A. Lowinske 12826 Emmer Place Apple Valley, MN 55124 2 10. INDENrtv�F�cAT1oN. The Owner indemnifies and holds the City harmless from any action, claim, loss, injury, or harm arising from the Owner's installation, construction or maintenance of the Project. The City specifically states and the Owner hereby acknowledges that the City does not waive any immunities or other defenses it may have in any action, claim, or lawsuit initiated in regard to the Project or the terms of this Agreement. The City shall have no obligation in connection with the Project except to the extent of providing the cost share grant funds as provided in this Agreement. OWN R: � e � Print Name: Keith A. Lowinske CITY: City of Apple Valley, a Minnesota municipal corporation By: Mary Hamann-Roland Its: Mayor By: Pamela J. Gackstetter Its: City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this ��day of � , 20�, bY ��.�'�''t �- L.��i' "�t� � STATE OF MiNNESOTA ) ,�""'°' JODI L KAY � SS. � ' NOTARY PUBUC — MINNE A COLJNTY OF DAKOTA ) °`•�• �YCOmm�ssi°"Expi�e�,�n.31 The foregoing instrument was acknowledged before me this day of , 20 , by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public 3 ATTACHMENT "A" APPROVED PROJECT PLAN �.-,� � f �.�° � � � � ' �% ,k�. � !z � � �-_� �` _ fl � = ,� � � �'��,�,`�� ``� � , � t .a�, � t +� Qr � �� c t ' , s ;�, �'•a��c.��_ � , ; *c r '�'%$� G ,'�� c. - ,��?��'�s�:`�.�F z}+. � � �. � F ,� � �.,, - � � � �� x � �� a �, p �� , x A € � � � � � � $ a � `"'�`_�� -�` s� ��. � �� ,� � '�-� ,>� '��i.�:�fi��' ��,�� s� �. � `"_° � � � � ��'�.''�� *,�*�' ,,, { �; rv � %�� , � , � r, i?- '^�'�- z � . . r �� ,*�. � t."R u ., �� t � s g .. ,:; � � � : , z ,. � ,_.-�� `s �'� � ° . `°'�'"s � °--�' sa�." _ �$i%.�`=: �' � fi � = �` � �, `� � �. , �� ,. �+� '§:` �,�„�. � . t xv.t �S � � *"#- �."F\ x' � � � �� ,-s�, . .. � , � �� ',�i� � �' �� k �� A,� •�i�"�j��„i�`� � - � � s�'� a�`�� :. � .a� � � �„, � . � � �� ^��, � . � �� , � $�, �� €�� Y.t: g •$ ��"' ��j � ti: "� , �,� ..:''��`�� '�.. �. F � � � x ,� � ��s-� � , � � � � ;'� �. �, , . �� s.. } � � � : � �� ; � v �� °' � �s�` � �� s��'�� ,: � � � �� r �� *:� �. � . � �� :.�.�,� �� :. r � �� '�"�� ? �;: ° � � fr `;�� { �.; � � € � �� '� � i � � �� . �F�� r � •� �a��x : �,. , E G � � ts" 'a -� tT t �, �'��`- �; �� . k * y �� n t } w.. � �� , �. . � m� :ti' . . � � ".�" �°� � < ��-�_ ° . � .� � h,_ ��: Raingarden center positioned at approximately 44.763333°N and 93.17344°W. Raingarden depth is at least 4 inches. Raingarden size is approximately 240 square feet. Raingarden is located outside of right-of-way. The raingarden shall not be installed over any utilities. Owner shall contact Gopher State One Call to locate all underground utilities prior to conducting excavation. The property owner shall only hand dig within 2 feet of utility markings and report any damage to utilities, including nicks to lines or pipes. 4 EXHIBIT "B" WATER QUALITY IMPROVEMENT COST SHARE PROGRAM POLICY In order to improve water quality and prevent degradation of surface waters, the City of Apple Valley will offer a voluntary cost share program to property owners of residential, multiple-family, or institutional zoned lots within the City subject to available funding. Property owners will be reimbursed for a portion of expenses incurred for the installation of projects that reduce and treat stormwater runoff prior to its entering the stormwater system. Projects providing the greatest perceived benefit to water resources will receive preference. The program will focus on providing cost share for raingarden, buffer, and shoreline stabilization projects. However, the City may consider funding other types of projects depending on the strength of the application presented. Projects must function by using one of the following treatment mechanisms: infiltration, bio-filtration, bio-retention, rainwater/runoff harvest/reuse, and other runoff reduction mechanisms. In addition to the standards already listed, the following standards shall govern approval of projects and disbursement of money under this program: Eligibility 1. Projects resulting from enforcement action due to violation of any agency's rule, statute, law, or ordinance are not eligible to receive grant money under this program. 2. Projects required as part of an Apple Valley permit to meet minimum water quality/quantity/resources standards are not eligible; however, projects that go beyond minimum City permit requirements may be eligible for funds. 3. Applicants proposing to install infiltration devices in industrial areas or areas with confirmed or a high potential for contaminated soils are ineligible to receive grant monies. 4. Projects found to be inconsistent with other City Ordinances or Policies are not eligible to receive grant money under this program. 5. The proposed project must score at least one third of the total points possible as averaged across all reviewers during the ranking process to be eligible for funding. Reimbursement Standards 1. Only projects approved by City of Apple Valley will be reimbursed. 2. Projects started prior to City approval will not receive reimbursement. 3. Projects will be funded on a first-come, first-served basis. Preference will be given to complete applications from first-time applicants. 5 � • 4. Projects are eligible to receive up to one-half the iotai cost of the water quality improvement component of the project with a maximum of $500 per lot or project. 5. If the project is receiving monies from any other organization, the property owner must contribute at least 25 percent of the project cost. 6. Property owners may not reimburse themselves or volunteers for labor costs. 7. Reimbursement will not occur until a City of Apple Valley staff member has performed a final inspection that confirms all conditions of the grant agreement have been met, City standards have been met, and the device is functioning as intended. 8. Projects must be completed and installed no later than October 15 in the year approved. 9. Final inspections will only occur at those times of the year when City of Apple Valley can determine the conditions of the project. 10. Reimbursement will not occur until City has received a copy of all paid receipts and verified all expenses. Paid receipts must be received by 4:30 p.m., December 1, in the year approved. 11. The City may institute a maximum per unit material cost cap for any materials used in a project. Application Requirements 1. All projects must submit a grant application form and all other materials necessary for City of Apple Valley staff to evaluate the project. First round grant applications must be received at Apple Valley Municipal Center no later than 4:30 p.m., May 1, each year; or the first business day following May 1, should it fall on a weekend. A second grant round may commence if all monies available are not granted as a result of the first round. 2. Apple Valley staff may require a pre-installation consultation with the property owner prior to grant approval. 3. Projects must receive all required permits and approvals from all agencies prior to starting work. The City may elect to waive the application fee for a Natural Resources Management Permit and/or Right-of-Way Permit for approved projects; waiver of permit fees is not guaranteed. General Standards 1. Property owners accepting grant monies will be required to sign and commit to a maintenance and grant acceptance agreement. Maintenance and grant acceptance agreements shall apply for a term of no less than 7 years. Longer maintenance agreement terms shall be required if a project makes use of another City program requiring such. 2. By accepting grant monies, the property owner agrees to periodic inspection of the property and device by City staff. 3. Any devices installed must not cause increased erosion, have a negative impact on water quality, damage adjoining property, or create a public nuisance. 6 � ° 4. Generally, the City will use guidelines contained within the Minnesota Stormwater Manual and other guidance materials in addition to the standards listed elsewhere in this document to determine whether projects are designed correctly. 5. The City may require the addition of educational signage for certain projects at the City's expense. 6. All work must be completed in the year grant approval has been received. 7. Property owners shall locate all easements, rights of way, and utilities on their property and situate devices accordingly. 8. Preference will be given to projects occurring within subwatersheds of concern within the City. 9. The City will not allow device designs or devices to be located in such a manner that potentially inhibits the use of an easement or hinders access to utilities. Devices sited within an easement, right of way, or in close proximity to a utility may be removed by the City or public utility provider in order to perForm maintenance, repface facilities, construct improvements, or expand facilities. Additional Device Specific Standards RAINGARDENS 1. Raingardens consisting of native of ecotype plants wiU be given preference over those using non-natives and cultivars. 2. Raingardens shall be free of linings that prevent infiltration into underlying soils. 3. The raingarden base shall be covered with 3 inches shredded hardwood mulch. 4. Side slopes within raingardens shall not exceed 3(horizontal):1(vertical) or shall provide an adequate slope retaining system as approved by the City of Apple Valley. 5. The property owner shall avoid compaction and sedimentation in device area prior, during, and after installation. 6. Raingardens must be installed no closer than 15 feet from basement foundations or other underground rooms. 7. Raingardens must be installed a minimum of 3 feet from the curb and gutter or street edge if there is no curb and gutter. 8. Raingardens occurring in rights-of-way shall be evaluated on a case by case basis, subject to additional scrutiny, held to stricter design standards, subject to additional approvals, and subject to additional maintenance requirements if approved. Rights-of-way generally include the area between sidewalks and curbs, commonly referred to as the boulevard. 9. Raingarden location may be required to be adjusted to accommodate utilities, easements, and other public services. 10. Raingardens must provide a stabilized outlet. 11. Raingarden base must be at least 3 feet higher than seasonally high water table elevation. 12. Raingardens must be kept free of invasive plants. 7 13. Grant preference will be given to properties with higher soil infiltration rates without a history of soil contamination. 14. Preference will be given to gardens covering a larger area. 15. Depending on the location of the raingarden and the source of stormwater entering the garden, raingardens may be required to demonstrate that adequate pretreatment has been provided to reduce clogging. 16.Other standards may be required depending on the location of the raingarden and circumstances occurring on the lot or adjacent to the lot on which it is situated. BUFFERS AND SHORELINE STABILIZATIONS 1. Any project proposing work occurring below the Ordinary High Water Elevation (OHW) of a Minnesota Public Water must contact the Minnesota Department of Natural Resources (DNR) to determine if permits are required for the project. 2. All plants will be native of ecotype non-cultivars. 3. Projects receiving grant monies must be for buffers outside of any area required to be buffered as established through City ordinance, previous or existing permit, state or federal wetland 1aw, agency required mitigation, restoration order, or other agency rule, statute, permit, or penalty. 4. Buffers must extend on average at least 16.5 feet landward. 5. No grant monies shall contribute to expenses for hard armoring as defined by the City (riprap, gabions, concrete block, wood or metal or block retaining walls, etc.) of the shoreline. 6. Buffers rnust be kept free of invasive plants. 7. Adequate erosion and sediment control must be installed throughout the life of the project. 8. Preference will be given to applicants whose buffer widths at minimum meet standards based on their wetland management class. 9. Preference will be given to those applicants installing wider and longer buffers. 10. Preference will be given to projects that plant below the OHW or NWL. OTHER STORMWATER TREATMENT PRACTICES 1. The project must meet manufacturer's guidelines, City of Apple Valley standards, may be subject to review by the City engineer, may be subject to City supervision during installation, and may require materials testing. 8 � EXHIBIT "C" TERMS OF MAINTENANCE 1. The property owner shall maintain healthy plants suitable for use in raingardens throughout the entire raingarden. The property owner shall replace dead or diseased vegetation with plants capable of tolerating conditions encountered in the raingarden. 2. The percentage of native plants within the native garden shall remain the same or increase in percentage throughout the maintenance term. 3. The raingarden shall be kept free of non-native invasive plant species and noxious weeds, including buckthorn. 4. The overall area of the raingarden shall not be reduced during the maintenance term. 5. The raingarden shall be watered such that it receives 1 inch of water per week combined from rain and other sources during the first growing season. 6. Fertilizers shall not be applied to any part of the raingarden. 7. Insecticides and fungicides shall only be applied when damage from non-native species is of concern. 8. Herbicides shall be limited to spot applications. 9. The property owner may remove dried vegetation once a year in the spring prior to May 30 if desired. 10. The property owner shall maintain at minimum a three inch layer of shredded hardwood mulch for the maintenance term. 11. The raingarden must drain free of water within 48 hours after a rainstorm except for in times of frozen soils. 12. The raingarden and native garden lay in close proximity to a utility easement held by the City of Apple Valley. The City of Apple Valley retains the right to use the easement to maintain, replace, construct improvements to, or expand facilities. The City of Apple Valley will not be held liable for any damage or loss caused to landscaping, structures, or other improvements installed in the utility easement in the course of exercising its rights to the utility easement. 13. The property owner is responsible for locating all utilities prior to installation. The owner shall only hand dig within 2 feet of utility markings. The raingarden shall not be installed over any utilities. 9 �l'. � D�ughertY, Malen�a, Soifest, Hii�� & Bauer P.A. tJUGHERT�` Mt�►LENDA Q ' • Attorneys � Advisors MEMORANDUM TO: Tom Lawell, City Administrator FROM: Thomas R. Donely, Assistant City Attorney DATE: August 20, 2012 RE: E-Charging-JPA for Access to CJDN and Court Data Services Subscriber Amendment to CJDN Subscriber Agreement In September 2012, the BCA and the Courts are rolling out e-Charging for Dakota County jurisdictions. Through e-Charging, the criminal complaint process is completely electronic, so the police department does not have to courier complaints from the City Attorney's office to the police department for signature and then to the courts. The process will be beneficial to the efficient handling of criminal complaints. The JPA for Access to CJDN and Court Data Services Subscriber Amendment to CJDN Subscriber Agreement are necessary for the City Attorney's Office to obtain access to the e-Charging system. The JPA has been approved in the past with regards to the Police Department and Chief Rechtzigel executed the Court Data Services Subscriber Amendment document on behalf of the police department in March. The BCA requires the City to execute the documents on behalf of the City Attorney's Office. TRD/jab Cc: Michael G. Dougherty, City Attorney SWIF'T Contract # 47079 � ' MN019081A STATE OF MINNESOTA JOINT POWERS AGREEMENT CRIMINAL JUSTICE AGENCY This agreement is between the State of Minnesota, acting through its Departsnent of Public Safety, Bureau of Criminal Apprehension ("BCA") and the City of Apple Valley on behalf of its Prosecuting Attorney ("Agency"). Recitals Under Minn. Stat. § 471.59, the BCA and the Agency are empowered to engage in such agreements as are necessary to exercise their powers. Under Minn. Stat. § 299C.46 the BCA must provide a crirninal justice data communications network to benefit criminal justice agencies in Minnesota. The Agency is authorized by law to utilize the criminal justice data communications network pursuant to the terms set out in this agreement. In addition, BCA either maintains repositories of data or has access to repositories of data tha.t benefit criminal justice agencies in performing their duties. Agency wants to access these data. in support of its criminal justice duties. The purpose of this Agreement is to create a method by which the Agency has access to those systems and tools for which it has eligibility, and to memorialize the requirements to obtain access and the limitations on the access. Agreement 1 Term of Agreement 1.1 Effective date: This Agreernent is effective on the date the BCA obtains all required signatures under Minn. Stat. § 16C.05, subdivision 2. 1.2 Expiration date: This Agreernent expires five years from the date it is effective. 2 Agreement between the Parties 2.1 General access. BCA agrees to provide Agency with access to the Minnesota Criminal Justice Data Communications Network (CJDI� and those systems and tools which the Agency is authorized by law to access via the CJDN for the purposes outlined in Minn. Stat. § 299C.46. 2.2 Methods of access. The BCA offers three (3) methods of access to its systems and tools. The methods of access are: A. Direct access occurs when individual users at the Agency use Agency's equipment to access the BCA's systems and tovls. This is generally accomplished by an individual user entering a query into one of BCA's systems or tools. B. Indirect access occurs when individual users at the Agency go to another Agency to obtain data and information from BCA's systems and tools, This method of access generally results in the Agency with indirect access obtaining the needed data and informatiori in a physical format like a paper report. C. Computer-to-computer system interface occurs when Agency's computer exchanges data. and information with BCA's computer systems and tools using an interface. Without limitation, interface types include: state message switch, web services, enterprise service bus and message queuing. For purposes of this Agreement, Agency employees or contxactors may use any of these methods to use BCA's systems and tools as described in this Agreement. Agency will select a method of access and can change the methodology following the process in Clause 2.20. 2.3 Federal systems access. In addition, pursuant to 28 CFR §20.30-38 and Minn. Stat. §299C.58, BCA will provide Agency with access to the Federal Bureau of Investigation (FBn National Crime Information Center. r • SVVIF'T Contract # 47079 MN019081A 2.4 Agency policies. Both the BCA and the FBI's Criminal Justice Information Systems (FBI-CJIS) have policies, regulations and laws on access, use, audit, dissemination, hit confirmation, logging, quality assurance, screening (pre- employment), security, timeliness, training, use of the system, and validation. Agency has created its own policies to ensure that Agency's employees and contractors comply with all applicable requirements. Agency ensures this compliance through appropriate enforcement. These BCA and FBI-CJIS policies and regulations, as amended and � updated from tnne to time, are incorporated into this Agreement by reference. The policies are available at www.dps.state.mn.us/cj dn/. 2.5 Agency resources. To assist Agency in complyi.ng with the federal and state requirements on access to and use of the various systems and tools, information is available at https•.//sns.x.state.rnn.us/sites/bcaservicecatalo default aspx. 2.6 Access granted. A. Agency is granted permission to use all current and fizture BCA systems and tools for which Agency is eligible. Eligibility is dependent on Agency (i) satisfying all applicable federal or state statutory requirements; (ii) complying with the terms of this Agreement; and (iii) acceptance by BCA of Agency's written request for use of a specific system or tool. B. To facilita.te changes in systerns and tools, Agency grants its Authorized Representative authority to make written requests for those systems and tools provided by BCA that the Agency needs to meet its crirninal justice obligations and for which Agency is eligible. 2.7 Future access. On written request by Agency, BCA also ma.y provide Agency with access to those systems or tools which may become available after the signing of this Agreement, to the extent that the access is authorized by applicable state and federal law. Agency agrees to be bound by the teims and conditions contained in this Agreement that when utilizing new systems or tools provided under this Agreement. 2.8 Limitations on access. BCA agrees that it will comply with applicable state and federal laws when making information accessible. Agency agrees that it will comply with applicable state and federal laws when accessing, entering, using, disseminating, and storing data. Each party is responsible for its own compliance with the most current applicable state and federal laws. 2.9 Supersedes prior agreements. This Agreement supersedes any and all prior agreernents between the BCA and the Agency regarding access to and use of systems and tools provided by BCA. 2.10 Requirement to update information. The parties agree that if there is a change to any of the information whether required by law or this Agreement, the party will send the new information to the other party in writing �vithin 30 days of the change. This clause does not apply to changes in systems or tools provided under this Agreement. This requirement to give notice additionally applies to changes in the individual or organization serving a city as its prosecutor. Any change in performance of the prosecutorial function needs to be provided to the BCA in writing by giving notice to the Service Desk, BCA.ServiceDeskCa�,state.mn.us. 2.11 Transaction record. The BCA creates and maintains a h record for each exchange of data. utilizing its systems and tools. In order to meet FBI-CJIS requirements and to perform the audits described in Clause 7, there must be a method of identifying which individual users at the Agericy conducted a particular transaction. If Agency uses either direct access as described in Clause 2.2A or indirect access as described in Clause 2.2B, BCA's transaction record meets FBI-CJIS requirements, When Agency's method of access is a computer to computer interface as described in Clause 2.2C, the Agency must keep a lransaction record sufficient to satisfy FBI-CJIS requirements and permit the audits described in Clause 7 to occur. 2 . SWIFT Contract # 47079 ' MN019081A If an Agency accesses and maintains data from the Driver and Vehicle Services Division in the Minnesota Department of Public Safef,y, Agency must have a transaction record of all access to the data that are maintained. The transaction xecord must include the indi�vidual user who requested access, and the date, time and content of the request. The transaction record must also include the date, time and content of the response along with the destination to which the data were sent. The transaction record must be maintained for a minimum of six (6) years from the date the transaction occurred and must be made available to the BCA within one (1) business day of the BCA's request. 2.12 Court information access. Certain BCA systems and tools that include access to and/or submission of Court Records may only be utilized by the Agency if the Agency completes the Court Data Services Subscriber Amendment, which upon execution will be incorporated into this Agreement by reference. These BCA systerns and tools are ident�ed in the written request made by Agency under Clause 2.6 above. The Court Data Services Subscriber Amendment provides important additional terms, including but not limited to privacy (see Clause 8.2, below), fees (see Clause 3 below), and transaction records or logs, that govern Agency's access to and/or submission of the Court Records delivered through the BCA systems and tools. 3 Payment 'The Agency currently accesses the criminal justice data communications network described in Minn. Stat. §299C.46. No charges will be assessed to the agency as a condition of this agreement. If Agency chooses to execute the Court Data Services Subscriber Amendment referred to in Clause 2.12 in order to access and/or submit Court Records via BCA's systems, additional fees, if any, are addressed in that amendment. 4 Anthorized Representatives The BCA's Authorized Representative is Dana Gotz, Deparlment of Public Sa.fety, Bureau of Criminal Apprehension, Minnesota. Justice Information Services, 1430 Maryland Avenue, St. Paul, MN 55106, 651-793-1007, or her successor. The Agency's Authorized Representative is Michael Molenda, City Attorney, 7300 West 147`� Street, Suite 600, Apple Valley, MN 55124, 952-953-8835, or hislher successor. 5 Assignment, Amendments, Waiver, and Contract Complete 5.1 Assignmen� Neither party may assign nor transfer any rights or obligations under this Agreement. 5.2 Amendments. Any amendment to this Agreement, except those described in Clauses 2.6 and 2.7 above must be in writing and will not be effective until it has been signed and approved by the same parties who signed and approved the original agreement, or their successors in office. 5.3 Waiver. If either party fails to enforce any provision of this Agreement, that failure does not waive the provision or the right to enforce it. 5.4 Contract Complete. This Agreement contains all negotiations and agreements between the BCA and the Agency. No other understanding regarding this Agreernent, whether written or oral, may be used to bind either party. 6 Liability Each party will be responsible for its own acts and behavior and the results thereof and shall not be responsible or Iiable for the other party's actions and consequences of those actions. The Minnesota. Torts Claims Act, Minn. Stat. § 3.736 and other applicable laws govern the BCA's liability. The Minnesota Municipal Tort Claims Act, Minn. Stat. Ch, 466, governs the Agency's liability. 7 Audits 7.1 Under Minn. Stat. § 16C.05, subd. 5, the Agency's books, records, documents, internal policies and accounting procedures and practices relevant to this Agreernent are subject to examination by the BCA, the State Auditar or Legislative Auditor, as appropriate, for a minimum of six yeaxs from the end of this Agreement. Under Minn. Stat. § 6.551, the 5ta.te Auditor may examine the books, records, documents, and accounting procedures and practices of BCA. The examination shall be limited to the books, records, docurnents, and accounting procedures and practices that aze relevant to this Agreement. 3 SWIFT Contract # 47079 MN019081A 7.2 Under applicable sta.te and federal law, the Agency's records are subject to examination by the BCA to ensure compliance with laws, regulations and policies about access, use, and dissemination of data. 7.3 If Agency accesses federal da.tabases, the Agency's records are subject to exarnination by the FBI and Agency will cooperate with FBI exarniners and maice any requested data available for review and audit. 7.4. To facilitate the audits required by state and federal law, Agency is required to have an inventory of the equipment • used to access the data covered by this Agreement and the physical location of each. 8 Government Data Practices 8.1 BCA and Agency. The Agency and BCA must comply with the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, as it applies to all da.ta accessible under this Agreement, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Agency under this Agreement. The remedies of _ Minn. Stat. §§ 13.08 and 13.09 apply to the release of the data referred to in this clause by either the Agency or the BCA. 8.2 Court Records. If Agency chooses to execute the Court Data Services Subscriber Amendrnent referred to in Clause 2.12 in order to access andlor submit Court Records via BCA's systems, the following provisions regarding data practices also apply. The Court is not subject to Minn. Stat. Ch. 13 (see section 13.90) but is subject to the Rules of Public Access to Records of the Judicial Branch promulgated by the Minnesota. 5upreme Court. All parties aclaiowledge and agree that Minn. Stat. § 13,03, subdivision 4(e) requires that the BCA and the Agency comply with the Rules of Public Access for those data received from Court under the Court Data. Services Subscriber Amendment. All parties also acknowledge and agree that the use of, access to or submission of Court Records, as tha.t term is defined in the Court Data Services Subscriber Amendment, may be restricted by rules promulgated by the Minnesota Suprerne Court, applicable state statute or federal law. All parties acknowledge and agree that these applicable restrictions must be followed in the appropriate circumstances. 9 Investigation of alleged violations; sanctions . For purposes of this clause, "Individual User" means an employee or contractor of Agency. 9.1 Investigation. Agency and BCA agree to cooperate in the investigation and possible prosecution of suspected violations of federal law, state law, and policies and procedures referenced in this Agreement. When BCA becomes aware that a violation may have occuxred, BCA will inform Agency of the suspected violation, subject to any restrictions in applicable law. When Agency becornes aware that a violation has occurred, Agency will inform BCA subject to any restrictions in applicable law. , 9.2 Sanc�ions Involving Only BCA Systems and Tools. The following provisions apply to BCA systems and tools not covered by the Court Data Services Subscriber Amendment. 9.2.1 For BCA systems and tools that are not covered by the Court Data Services Subscriber Amendment, Agency must determine if and when an involved Individual User's access to systems or tools is to be temporarily or permanently eliminated. The decision to suspend or terminate access may be rnade as soon as alleged violation is discovered, after notice of an alleged violation is received, or after an investigation has occurred. Agency must report the status of the Individual User's access to BCA without delay. 9.2.2 If BCA determines that Agency has jeopardized the integrity of the systems or toals covered in this Clause 9.2, BCA may temporarily stop providing some or all the systems or tools under this Agreement until the failure is remedied to the BCA's satisfaction. If Agency's failure is continuing or repeated, Clause 11.1 does not apply and BCA may terminate this Agreement immediately. 4 SWIFT Contract # 47079 MN019081A 9.3 Sanctions Involving Only Court Data 5ervices The following provisions apply to those systerns and tools covered by the Court Data Services Subscriber Amendment, if it has been signed by Agency. As part of the agreement between the Court and the BCA for the delivery of the systems and tools that are covered by the Court Data Services Subscriber Amendment, BCA is required to suspend or terminate access to or use of the systems and tools either on its own initiative or when directed by the Court. The decision to suspend or ternunate access may be made as soon as an alleged violation is discovered, after notice of an alleged violation is received, or after an investigation ha.s occurred. The decision to suspend or terminate may also be made based on a request from the Authorized Representative of Agency. T'he agreement further provides that only the Court has the authority to reinstate access and use. 9.3.1 Agency understands that if it has signed the Court Data Services Subscriber Amendment and if Agency's Individual Users violate the provisions of that Amendment, access and use will be suspended by BCA or Court. Agency also understands that reinstaternent is only at the direction of the Court. 9.3.2 Agency further agrees that if Agency believes that one or rnore of its Individual Users have violated the terms of the Amendment, it will notify BCA and Court so that an investigation as described in Clause 9.1 may occur. 10 Venue Venue for all legal proceedings involving this Agreement, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. 11 Termination 11.1 Termination. The BCA or the Agency may terminate this Agreement at any time, with or without cause, upon 30 days' written notice to the other party's Authorized Representative. 11.2 Termination for Insuff cient Funding. Either party may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, or other funding source; or if funding cannot be continued at a level sufficient to allow for the payment of the services covered here. Termination must be by written notice to the other party's authorized representative. The Agency is not obligated to pay for any services that are provided after notice and effective date of termination. However, the B CA will be entitled to payrnent, deternuned on a pro rata basis, for . services satisfactorily performed to the extent that funds are available. Neither party will be assessed any penalty if the agreement is terniinated because of the decision of the Minnesota Legislature, or other funding source, not to appropriate fimds. Notice of the lack of funding must be provided within a reasonable time of the affected party receiving that notice. . 12 Continuing obligations The following clauses survive the expiration or cancellation of this Agreement: 6. Liability; 7. Audits; 8. Government Data Practices; 9. Investigation of alleged violations; sanctions; and lO.Venue. (THE REMAINING PORTION OF THLS PAGE WAS INTENTIONALLY LEFT BLANK) 5 SWIFT Contract # 47079 MN019081A The parties indicate their agreement and authority to execute thds Agreement by signing beCow. 1. STATE ENCUMBRANCE VERITICATION 3. DEPARTMENT OF PUBLIC SAFETY, BUREAU OF Individua! certiftes that funds have been encumbered as requtred C�NpI, ,LppR�i HENSION byMinn. Stat §§ 16A.15 and 16C.05. Name: Name: (PRINTED) (PRINTED) Signed: Signed: Date: Title; CFMS Contract No. A- (with delegated authority) 2. AGENCY Date: Name: 4. COIVIMISSIONER OF ADMINISTRATION (PRINTED) delegated to Materials Managernent Division Signed: By: Title: Date: (with delegated authority) Date: Name: (PRINTED) Signed: Title: (with delegated authority) Date• 6 COURT DATA SERVICES SUBSCRIBER AMENDMENT TO CJDN SUBSCRIBER AGREEMENT This Court Data Services Subscriber Amendment ("Subscriber Amendment") is entered into by the State of Minnesota, acting through its Department of Public Safety, Bureau of Criminal Apprehension, ("BCA") and City of Apple Valley on behalf of its Prosecuting Attorney ("Agenc��, and by and for the benefit of the State of Minnesota acting through its Sta.te Court Adruinistrator's Office ("Court") who shall be entitled to enforce any provisions hereof through any legal action against any party. Recitals This Subscriber Amendment modifies and supplements the Agreement between the BCA and � Agency, SWIFT Contract number 47079 of even or prior date, for Agency use of BCA systems � and tools {referred to herein as "the CJDN Subscriber Agreexnent"). Certain BCA systems and tools that include access to and/or submission of Court Records may only be utilized by the • Agency if the Agency completes this Subscriber Amendment. The Agency desires to use one or more BCA systems and tools to access and/or submit Court Records to assist the Agency in the efficient performance of its duties as required or authorized by law vr court rule. Court desires to permit such access and/or submission. This Subscriber Amendment is intended to add Court as a party to the CJDN Subscriber Agreement and to create obligations by the Agency to the Court that can be enforced by the Court. It is also understood that, pursuant to the Master Joint Powers Agreement for Delivery of Court Data Services to CJDN Subscribers ("Master Authorization Agreement") between the Court and the BCA, the BCA is authorized to sign this Subscriber Amendment on behalf of Court. Upon execution the Subscriber Amendment will be incorporated into the CJDN Subscriber Agreement by reference. The BCA, the Agency and the Court desire to amend the CJDN Subscriber Agreement as stated below. The CJDN Subscriber Agreement is amended by the addition of the following provisions: l. TERM; TERMINATION; ONGOING OSLIGATIONS. This Subscriber Amendment sha11 be effective on the date finally executed by a11 parties and shall remain in effect until expiration or termination of the CJDN Subscriber Agreement unless terminated earlier as provided in this Amendment. Any party may terminate this Amendment with or without cause by giving written notice to all other parties. The effective date of the termination shall be thirty days after the other party's receipt of the notice of termination, unless a later da.te is specified in the notice. The provisions of sections 5 through 9, 12.b., 12.c., and 15 through 24 sha11 survive any termination of this Amendment as shall any other provisions which by their nature are intended or expected to stuvive such termination. Upon termination, the Subscriber shall perform the responsibilities set forth in paragraph 7(fl hereof. 2. Definitions. Unless otherwise specifically defined, each term used herein shall have the meaning assigned to such term in the CJDN Subscriber Agreement. 1 a. ��Authorized Court Data Services" means Court Data. Services that have been authorized for delivery to CJDN Subscribers via BCA systems and tools pursuant to an Authorization Amendment to the Joint Powers Agreement for Delivery of Court Data Services to CJDN Subscribers ("Master Authorization Agreement") between the Court and the B CA. b. "Court Data Services" means one or more of the services set forth on the Justice Agency Resource webpage of the Minnesota Judicial Branch website (for which the current address is www.courts.state.mn.us) or other location designated by the Court, as the same may be amended from time to time by the Court. c. "Court Records" means all information in any form made available by the Cou.rt to Subscriber through the BCA for the purposes of carrying out this Subscriber Arnendment, in.cluding: i. "Court Case Information" means any information in the Court Records that conveys information about a particular case or controversy, including without limitation Court Confidential Case Information, as defined herein: ii. "Court Confidential Case Information" means any information in the Court Records that is inaccessible to the public pursuant to the Rules of Public Access and that conveys information about a particular case or controversy. iii. "Court Confidential Security and Activation Information" means a.ny information in the Court Records that is inaccessible to the public pursuant to the Rules of Public Access and that explains how to use or gain access to Court Data Services, including but not limited to login � account names, passwords, TCP/IP addresses, Court Data Services user manuals, Court Data Services Programs, Court Data Services Databases, and other technical information. iv. "Court Confidential Information" means any information in the Court Records that is inaccessible to the public pursuant to the Ru1es of Public Access, including without limitation both i) Court Confidential Case Information; and ii) Court Confidential Security and Activation Iriformation. d. "DCA" shall mean the district courts of the state of Minnesota and their respective staff. e. "Policies & Notices" means the policies and notices published by the Court in connection with each of its Court Data Services, on a website or other location designated by the Court, as the same may be amended from tirne to time by the Court. Policies & Notices for each Authorized Court Data Service identified in an approved request fo'rm under section 3, below, are hereby made part of this Subscriber Amendment by this reference and provide additional terms and conditions that govern Subscriber's use of Court Records accessed through such services, including but not limited to provisions on access and use limitations. 2 f. "Rules of Public Access" means the Rules of Public Access to Records of the Judicial Branch promulgated by the Minnesota Supreme Court, as the saxne may be amended form time to time, including without limitation lists or tables published from time to time by the Court entitled Limits on Public Access to Case Records or Ltmits on Public �Iccess to Admznistrative Records, all of wYuch by this reference are made a part of this Subscriber Amendment. It is the obligation of Subscriber to check from time to time for updated rules, lists, and tables and be familiar with the contents thereof. It is contemplated that such rules, lists, and tables will be pvsted on the Minnesota Judicial Branch website, for which the current address is www.courts.state.mn.us. g. "Court" shall mean the State of Minnesota, State Court Administrator's Office. h. "Subscriber" shall mean the Agency. i. "Subscriber Records" means any information in any form made available by the Subscriber to the Court for the purposes of carrying out this Subscriber Amendment. 3. REQUESTS FOR AUTHORIZED COURT DATA SERVICES. Following execution of this Amendment by all parties, Subscriber may submit to the BCA one or more separate requests for Authorized Court Data Services. The BCA is authorized in the Master Authorization Agreement to process, credential and approve such requests on behalf of Court and all such requests approved by the BCA axe adopted and incorporated herein by this reference the same as if set forth verbatim herein. a. Activation. Activation of the requested Authorized Court Data Service(s) shall occur promptly followi.ng approval. b. Rejection. Requests may be rejected for any reasori, at the discretion of the BCA and/or the Court. c. Reqaests for Termination of One or More Authorized Court Data Services. The Subscriber may request the termination of an Authorized Court Data Services previously requested by submitting a notice to Court with a copy to the BCA. Promptly upon receipt of a request for termination of a Authorized Court Data Service, the BCA will deactivate the service requested. The termination of one or more Authorized Court Data Services does not terminate this Subscriber Amendment. Provisions for termination of this Subscriber Amendment are set forth in section 1, Upon termination of Authorized Court Data Services, the Subscriber shall perform the responsibilities set forth in paragraph 7( fl hereof. 4. SCOPE OF ACCESS TO COURT RECORDS LIMITED. Subscriber's access to and/or submission of the Court Records shall be limited to Authorized Court Data Services identified in an approved request form under section 3, above, and other Court Records necessary for Subscriber to use Authorized Court Data Services. Authorized Court Data Services shall only be used according to the instructions provided in corresponding Policies & Notices or 3 other materials and only as necessary to assist Subscriber in the efficient performance of Subscriber's duties required or authorized by law or court rule in connection with any civil, criminal, administrative, or arbitral proceeding in any Federal, State, or local court or agency or before any self-regulatory body. Subscriber's access to the Court Records for personal or non- official use is prohibited. Subscriber will not use or attempt to use Authorized Court Data Services in any manner not set forth in this Subscriber Amendment, Policies & Notices, or other Authorized Court Data Services documentation, and upon an.y such unauthorized use or attempted use the Court may immediately terminate this Subscriber Amendment without prior notice to Subscriber. 5. GUARANTEES OF CONFIDENTIALITY. Subscriber agrees: a. To not disclose Court Confidential Information to any third party except where necessary to ca.rry out the Subscriber's duties as required or authorized by law or court rule in connection with any civil, criminal, administrative, or arbitral proceeding in any Federal, State, or local court or agency or before any self-regulatory body. b. To take all appropriate action, whether by instruction, agreement, or otherwise, to insure the protection, confidentiality and security of Court Confidential Information and to satisfy Subscriber's obligations under this Subscriber Amendment. c. To limit the use of and access to Court Confidential Information to Subscriber's bona fide personnel whose use or access is necessary to effect the purposes of this Subscriber Amendment, and to advise each individual who is permitted use of and/or access to any Court Confid.ential Information of the restrictions upon disclosure and use contained in this Subscriber Amendment, requiring each individual who is peimitted use of and/or access to Court Confidential Information to acknowledge in writing that the individual has read and understands such restrictions. Subscriber sha.11 keep such acknowledgements on file for one year following termination of the Subscriber Amendment andlor CJDN Subscriber Agreement, whichever is longer, and shall provide the Court with access to, and copies of, such aclasowledgements upon request. For . purposes of this Subscriber Amendment, Subscriber's bona fide personnel shall mean individuals who are ernployees of Subscriber or provide services to Subscriber either on a voluntary basis ar as independent contractors with Subscriber. d. That, without lirniting section 1 of this Agreement, the obligations of Subscriber and its bona fide personnel with respect to the confidentiality and security of Court Confidential Information shall survive the termination of this Subscriber Amendxnent and the CJDN Subscriber Agreement and the termination of their relationship with Subscriber. e. That, notwithstanding any federal or state law applicable to the nondisclosure obligations of Subscriber and 5ubscriber's bona fide personnel under this Subscriber Amendment, such obligations of Subscriber and Subscriber's bona fide personnel are founded independently on the provisions of this Subscriber Amendxnent. 6. APPLICA.BILIT� TO PREVIOUSLY DISCLOSED COURT RECORDS. Subscriber acknowledges and agrees that all Authorized Court Data Services and related Court Records disclosed to Subscriber prior to the effective date of this Subscriber Amendment shall be subject to the provisions of this Subscriber Arnendment. 4 7. LTCENSE AND PROTECTION OF PROPRIETARY RIGHTS. During the term of this Subscriber Amendment, subject to the terms and conditions hereof, the Court hereby grants to Subscriber a nonexclusive, nontransferable, limited license to use Court Data Services Programs and Court Data Services Databases to access or receive the Authorized Court Data Services identified in an approved request form under section 3, above, and related Court Records. Court reserves the right to malce modifications to the Authorized Court Data Services, Court Data Services Programs, and Court Data Services Databases, and related materials without notice to Snbscriber. These modifications sha11 be treated in all respects as their previous counterparts. a. Court Data Services Programs. Court is the copyright owner and licensor of the Court Data Services Programs. The combination of ideas, procedures, processes, systems, logic, coherence and methods of operation embodied within the Court Data Services Prograrns, and all information contained in documentation pertaining to the Court Data Services Programs, including but not limited to manuals, user documentation, and passwords, are trade secret information of Court and its licensors. b. Court Data Services Databases. Court is the copyright owner and licensor of the Court Data Services Databases and of all copyrightable aspects and components thereof. All specifications and information pertaining to the Court Data Services Databases and their structure, sequence and organization, including without limitation data schemas such as the Court XML Schema, are trade secret information of Court and its licensors. c. Marks. Subscriber shall neither have nor claim any right, title, or interest in or use of any txademark used in connection with Authorized Court Data Services, including but not limited to the marks "MNCIS" and "Odyssey." d. Restrictions on Duplication, Disclosure, and Use. Trade secret information of Court and its licensors will be treated by Subscriber in the sa�ne manner as Court Confidential Information. In addition, Subscriber will not copy any part of the Court Data Services Programs or Court Data Services Databases, or reverse engineer or otherwise attempt to discem the source code of the Court Data Services Programs or Court Data Services Databases, or use any trademark of Court or its licensors, in any way or for any purpose not specifically and expressly authorized by this Subscriber Amendment. As used herein, "trade secret information of Court and its licensors" means any information possessed by Court which derives independent economic value from not being generally known to, and not being readily ascertainable by proper means by, other persons who can obtain economic value from its disclosure or use. "Trade secret information of Court and its licensors" does not, however, include information which was known to Subscriber prior to Subscriber's receipt thereof, either darectly or indirectly, from Court or its licensors, information which is independently developed by Subscriber without reference to or use of information received from Court or its licensors, or information which would not qualify as a trade secret under Minnesota law. It will not be a violation of this section 7, sub-section d, for Subscriber to make up to one copy of training materials and configuration documentation, if any, for each individual authorized to access, use, or configure Authorized Court Data Services, solely for its own use in coxinection with this Subscriber Amendment. Subscriber will take all steps reasonably necessary to protect the copyright, trade secret, and trademark rights of Court and its 5 licensors and Subscriber wi11 advise its bona fide personnel who are penmitted access to . any of the Court Data Services Progxams and Court Data Services Databases, and trade secret information of Court and its licensors, of the restrictions upon duplication, disclosure and use contained in this Subscriber Amendment. e• Proprietary Notices. Subscriber will not remove any copyright or proprietary notices included in andlor on the Court Data Services Programs or Court Data, Services Databases, related documentation, or trade secret inforrnation of Court and its licensors, or any part thereof, made available by Court directly or through the BCA, if any, and Subscriber will include in and/or on any copy of th.e Court Data Services Prograxns or Court Data Services Databases, or trade secret information of Court and its licensors and any documents pertaining thereto, the same copyright and other proprietary notices as appear on the copies made available to Subscriber by Court directly or through the BCA, except that copyright notices shall be updated and other proprietary notices added as may be appropriate. f. Title; Return. The Court Data Services Programs and Court Data Services Databases, and related documentation, including but not limited to training and conf'iguration material, if any, and logon account information and passwords, if any, made available by the Court to Subscriber directly or tl�rough the BCA and all copies, including partial copies, thereof are and remain the property of the respective licensor. Except as expressly provided in section 12.b., within ten days of the effective date of ternuna�ion of this Subscriber Amendment or the CJDN Subscriber Agreement or within ten da.ys of a request for termination of Authorized Court Data Service as described in - section 4, Subscriber shall either: (i) uninstall and return any and a11 copies of the applicable Court Data Services Programs and Court Data Services Databases, and related documentation, including but not limited to training and config�uration materials, if any, and logon account information, if any; or (2) destroy the same and certify in writing to the Court that the same have been destroyed. g• INJIJNCTIVE RELIEF. Subscriber aclrnowledges that the Court, Court's licensors, and DCA will be irrepaarably harmed if Subscriber's obligations under this Subscriber Amendment are not specifica,lly enforced and that the Court, Court's licensors, and DCA would not have an adequate rernedy at law in the event of an actual or threatened violation by Subscriber of ifs obligations. Therefore, Subscriber agrees that the Couxt, Court's licensors, a.nd DCA shall be entitled to an injunction or any appropriate decree of specific performance for any actual or threatened violations or breaches by Subscriber or its bona fide personnel without the necessity of the Court, Court's licensors, or DCA showing actual damages or that monetary damages would not afford an adequate remedy. Unless Subscriber is an office, officer, agency, department, division, or bureau of the state of Minnesota, Subscriber shall be liable to the Court, Court's licensors, and DCA for reasonable attorneys fees incurred by the Court, Court's licensors, and DCA in obtaining any relief pursuant to this Subscriber Amendment. 9. LIABILIT'Y. Subscriber and the Court agree that, except as otherwise expressly provided herein, each party will be responsible for its own acts and the results thereof to the extent authorized by law and sha11 not be responsible for the acts of any others and the results thereof. Liability shall be governed by applicable law. Without limiting the foregoing, liability of the Court and any Subscriber that is an office, officer, agency, departme�t, division, or bureau of the state of Minnesota shall be governed by the provisions of the Minnesota Tort Claims Act, Minnesota Statutes, section 3.376, and other applicable law. Without limiting the foregoing, if 6 Subscriber is a political subdivision of the state of Minnesota, liability of the Subscriber shall be governed by the provisions of Minn. Stat. Ch. 466 (Tort Liability, Political Subdivisions) or other applicable law. Subscriber and Court further aclrnowledge that the liability, if any, of the BCA is governed by a separate agreement between the Court and the BCA da.ted December 13, 2010 with DPS-M -0958. 10. AVAILABILITY. Specific terms of availability shall be established by the Court and communicated to Subscriber by the Court and/or the BCA. The Court reserves the right to terminate this Subscriber Amendment immediately and/or temporarily suspend Subscriber's Authorized Court Data Services in the event the capacity of any host computer system or legislative appropriation of funds is determined solely by the Court to be insufficient to meet the computer needs of the courts served by the host computer system. 11. [reserved] 12. ADDITIONAL USER OBLIGATIONS. The obligations of the Subscriber set forth in this section are in addition to the other obligations of the Subscriber set forth elsewhere in this Subscriber Amendment. a. Judicial Policy Statement. Subscriber agrees to comply with all policies identified in Policies & Notices applicable to Court Records accessed by Subscriber using Authorized Court Data Services. Upon failure of the Subscriber to comply with such policies, the Court shall have the option of immediately suspending the Subscriber's Authorized Court Data Services on a temporary basis and/or imrnediately terminating this Subscriber Amendment. b. Access and Use; Log. Subscriber sha11 be responsible for a11 access to and use of Authorized Court Data Services and Court Records by Subscriber's bona fide personnel or by means of Subscriber's equipment or passwords, whether or not Subscriber has knowledge of or authorizes such access and use. Subscriber shall also maintain a log identifying all persons to whom Subscriber has disclosed its Court Confidential Security and Activation Information, such as user ID(s) and password(s), including the date of such diselosure. Subscriber shall maintain such logs for a minimum period of six years from the date of disclosure, and shall provide the Court with access to, and capies of, such logs upon request. The Court may conduct audits of Subscriber's logs and use of Authorized Court Data Services and Court Records from time to time. Upon Subscriber's failure to maintain such logs, to maintain accurate logs, or to promptly provide access by the Court to such logs, the Court may terminate this Subscriber Amendment without prior notice to Subscriber. c. Persannel. Subscriber agrees to investigate, at the request of the Court and/or the BCA, allegations of misconduct pertaining to Subscriber's bona �ide personnel having access to or use of Authorized Court Data Services, Court Confidential Information, or trade secret infomnation of the Court and its licensors where such persons are alleged to have violated the provisions of this Subscriber Amendment, Policies & Notices, Judicial Branch policies, or other security requirements or laws regulating access to the Court Records. 7 d. Minnesota Data Practices Act Applicability. If Subscriber is a Minnesota Government entity that is subject to the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, Subscriber aclaiowledges and agrees that: (1) the Court is not subject to Minn: Stat. Ch. 13 (see section 13.90) but is subject to the Ru.les of Public Access an.d other rules prornulgated by the Minnesota Supreme Court; (2) Minn. Stat. section 13.03, subdivision 4(e) requires that Subscriber camply with the Rules of Public Access and other rules promulgated by the Minnesota Supreme Court for access to Court Records provided via the BCA systems and tools under this Amendment; (3) the use of and access to Court Records may be restricted by rules promulgated by the Minnesota Supreme Court, applicable state statute or federal law; and (4) these applicable restrictions must be followed in the appropriate circumstances. 13. FEES; INVOICES. Unless the Subscriber is. an office, officer, department, division, agency, or bureau of the state of Minnesota, Subscriber shall pay the fees, if any, set forth in applicable Policies & Notices, together with applicable sales, use or other taxes. Applicable monthly fees commence ten (10) days after notice of approval of the request pursuant to section 3 of this Amendment or upon the initial Subscriber transaction as defined in the Policies & Notices, whichever occurs earlier. When fees apply, the Court �shall invoice Subscriber on a monthly basis for charges incurred in the preceding month and applicable taxes, if any, and payment of all amounts shall be due upon receipt of invoice. If a11 amounts are not paid witlun 30 days of the date of the invoice, the Court may immediately cancel this Amendment without notice to Subscriber and pursue all available legal remedies. Subscriber certifies that funds have been appropriated for the payment of charges under this Axnendment for the current fiscal year, if applicable. 14, MODIFICATION OF FEES. Court may modify the fees by amending the Policies & Notices as provided herein, and the modified fees shall be effective on the date specified in the Policies & Notices, which shall not be less than thirty days from the publication of the Policies & Notices. Subscriber shall have the option of accepting such changes or terrrunating this Amendment as provided in section 1 hereof. � 15. WAI2RANTY DISCLAIMERS. a. WARRANTY EXCLUSIONS. EXCEPT AS SPECIFICALLY AND EXPRESSLY PROVIDED HEREIN, COURT, COURT'S LICENSORS, AND DCA MAKE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND, INCLUDING BUT NOT LIMITED TO TI� WARRANTIES OF FITNESS FOR A PARTICLTLAR PURPOSE OR MERCHANTABTLITY, NOR ARE ANY WARR,ANTIES TO BE IMPLIED, WITH RESPECT TO THE INFORMATION, SERVICBS OR COMPUTER PROGRAMS MADE AVAILABLE UNDER THIS AGREEMENT. b. ACCURACY AND COMPLETENESS OF INFORMATION. WITHOUT LIMITING THE GENER.ALITY OF THE PRECEDING PARI�GRAPH, COURT, COURT'S LICENSORS, AND DCA MAKE NO WA�RRANTIES AS TO THE ACCURACY OR COMPLETENESS OF TH�? INFORMATION CONTAIlVED IN THE COURT RECORD5. 8 16. RELATIONSHIP OF THE PARTIES. Subscriber is an independent contractor and shall not be deemed for any purpose to be an employee, partner, agent or franchisee of the Court, Court's licensors, or DCA. Neither Subscriber nor the Court, Court's licensors, or DCA shall have the right nor the authority to assurne, create or incur any liability or obligation of any kind, express or implied, against or in the name of or on behalf of the other. 17. NOTICE. Except as provided in section 2 regarding notices of or modifications to Authorized Court Data Services and Policies & Notices, any notice to Court or Subscriber hereunder shall be deemed to have been received when personally delivered in writing or seventy-two (72) hours after it has been deposited in the United States xriail, first class, proper postage prepaid, addressed to the pariy to whom it is intended at the address set forth on page one of this Agreement or at such other address of which notice has been given in accordance herewith. 18. NON-WAIVER. The failure by any party at any time to enforce any of the provisions of this Subscriber Amendment or any right or remedy available hereunder or at law or in equity, or to exercise any option herein provided, shall not constitute a waiver of such provision, remedy or option or in any way affect the validity of this Subscriber Amendment. The waiver of any default by either Party sha.11 not be deemed a continuing waiver, but shall apply solely to the instance to which such waiver is directed. 19. FORCE MAJEURE. Neither Subscriber nor Court shall be responsible for failure or delay in the performance of their respective obligations hereunder caused by acts beyond their reasonable control. 20. SEVERABILITY. Every provision of this subscriber Amendment shall be constrned, to the extent possible, so as to be valid and enforceable. If any provision of this Subscriber Amendment so construed is held by a court of competent jurisdiction to be invalid, illegal or otherwise unenforceable, such provision shall be deemed severed from this Subscriber Amendment, and a11 other provisions sha11 remain in full force and effect. 21. ASSIGNMENT AND BINDING EFFECT. Except as otherwise expressly permitted herein, neither. Subscriber nor Court may assign, delegate andlor otherwise transfer this Subscriber Amendment or any of its rights or obligations hereunder without the prior written consent of the other. This Subscriber Amendment shall be binding upon and inure to the benefit of the Parties hereto and their respective successors and assigns, including any other legal enti.ty into, by or with which Subscriber may be merged, acquired or consolidated. 22. GOVE1tNING LAW. This Subscriber Amendment shall in all respects be governed by and interpreted, construed and enforced in accordance with the laws of the United States and of the State of Minnesota. 23. VENUE AND JUI2ISDICTION. Any action arising out of or relating to this Subscriber Amendment, its performance, enforcement or breach will be venued in a state or federal court situated within the State of Minnesota. Subscriber hereby irrevocably consents and submits itself to the personal jurisdiction of said courts for that purpose. 24. INTEGRATION. This Subscriber Amendment contains all negotiations and agreements between the parties. No other understanding regarding this Subscriber Amendment, whether written or oral, may be used to bind either party, provided that all terms and conditions 9 of the CJDN Subscriber Agreement and all previous amendments remain in full force and effect except as supplemented or modified by this Subscriber Amendment. 1N WITNESS VVIiEREOF, the Parties have, by their duly authorized officers, executed this Subscriber Amendment in duplicate, intending to be bound thereby. 1. STATE ENCUMBRANCE VERII+ICATION 3. DEPARTMENT UF PUBLIC SAPETY, BUREAU OF Individual certifies that funds have been encumbered as CRINIINAL APPREHEN5ION required 6y Minn. Stat. §§ 16A.15 and 16C.05. Name: Name: (PRINTED) (PRINTED) Signed: Signed: Title: Date: (with delegated authority) SWIFT Contract No. Date: 2. SUBSCRIBER (AGENC� 4. COIVIlVIISSIONER OF ADIVIIl�TISTRATION Subscnber must attach written verification of delegated to Materials Management Division authority to sign on behalf of and bind the entity, such as an opinion of counsel or resolution By , Name: (PRINTED) Date: Signed: 5. COURTS Authority granted to Bureau of Criminal Apprehension Name: Title: (PRINTED} (with delegated authority) Signed: Date: Title: (with authorized authority) Date: 10 i��f � . � � • �+ �e�� . � 5��. . . . City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council, and City Administratar FROM: Colin G. Manson, City Engineer DATE: August 23, 2012 SUBJECT: DESIGN AGREEMENT WITH MENARD, INC., FOR PROJECT 2012-112, FISCHER POINT ADDITION Attached far consideration is an agreement with Menard, Inc., for infrastructure design relating to public infrastructure serving the proposed Fischer Point Addition. Menard, Inc., has requested that design efforts for infrastructure serving the site proceed prior to their receipt of approvals for the development. The level of design requested includes infrastructure serving the proposed plat area and the following preliminary traffic design: • A proposed roundabout at Fischer Point Way and Flagstaff Avenue • Proposed dual left turn lanes north and southbound on Flagstaff Ave at CSAH 42 • A proposed three quarter access to the site from CSAH 42 Specialty traffic design and analysis would be performed by Bolton and Menk under the City's standard engineering consulting services agreement. All costs associated with design work performed both internally and via consulting services would be funded by Menard, Inc., via the attached design agreement. Recommended Action: Approve Design Agreement with Menard, Inc., for Design Services Relating to the Proposed Fischer Point Addition, AV Project 2012-112. CGM:jcb Attachment c: Todd Blomstrom ��SIGN AGREEMENT BETWEEN CITY OF APPLE VALLEY AND MENARD, INC. This Design Agreement ("Agreement") is made by and between Menard, Inc., a Wisconsin corporation ("Menard") and the City of Apple Valley, a Minnesota municipal corporation ("City"). Menard and City are collectively referred to as the "Parties." WHEREAS, Menard intends to cause the development of real property legally described and generally depicted on the preliminary plat attached hereto as Exhibit A and incorporated herein as a new subdivision known as Fischer Point (the "Property"); and WHEREAS, development of the Property is anticipated to include (i) water trunks and laterals, (ii) sanitary sewer trunks and laterals, (iii) a storm sewer system, (iv) and public streets generally depicted on Exhibit A as Fischer Point Drive and Fischer Point Way (collectively the "Improvements"); and WHEREAS, designing the Improvements will include, without limitation, preliminary design of intersection improvements as follows: (i) a roundabout at the intersection of Fischer Point Drive and Flagstaff Avenue, (ii) two additional left turn lanes at the intersection of Flagstaff Avenue and Dakota County State Aid Highway 42 and (iii) a three-fourths access intersection at the intersection of Fischer Point Way and Dakota County State Aid Highway 42, all as described in the proposal for engineering services by Bolton & Menk, Inc., dated May 16, 2012, attached hereto as Exhibit B and incorporated herein; and WHEREAS, Menard has requested and City has agreed that City shall design the Improvements at Menard's sole cost and expense; and WHEREAS, the costs of designing the Improvements (the "Design Costs"), including, without limitation, preliminary design of intersection improvements as described on Exhibit B but excluding VISSIM Traffic Analysis and fmal design services 1 as described on Exhibit B, is currently estimated to be Ninety-Three Thousand and No/100 Dollars ($93,000.00); NOW, THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows: l. Subject to the terms of this Agreement, City and its engineering staff, agents and consultants (collectively "City Engineering") shall design the plans and specifications for the Improvements, including, without limitation, preliminary design of intersection improvements as described on Exhibit B but excluding final design services as described on Exhibit B(collectively the "Plans"). 2. Menaxd agrees to pay the actual Design Costs to the City based on City Engineering's rates in effect with the City when the work is performed. 3. Contemporaneously with execution of this Agreement, Menard shall deposit with the City the sum of Ninety-Three Thousand and No/100 Dollars ($93,000.00) in cash (the "Deposit") as a deposit toward the Design Costs. 4. The parties acknowledge and agree that, as development progresses, circumstances and events may necessitate revision of the Plans ("Revisions"). In the event City, in its sole discretion, determines that Revisions are necessary: a. City shall notify Menard in writing of the Revisions, the circumstances that necessitate the Revisions, and the anticipated effect of the Revisions on the Design Costs ("Written Notice"). b. Menard sha1L• i. Deliver to City written acknowledgement of receipt of City's Written Notice and acceptance thereof. ii. If the Written Notice states that the Revisions are anticipated to increase the Design Costs, the Menard shall deposit addition�l cash with the City to increase the Deposit to cover 100 percent of the estimated Design Costs. City shall not be 2 obligated to proceed with designing the Improvements until such payment is received. 5. After City completes the Plans, City shall deliver to Menard an invoice listing the actual Design Costs and the amount of the Deposit received (the "Invoice") and (i) if the Deposit exceeds the Design Costs, the City shall refund the balance to Menard, or (ii) if the Design Costs exceed the Deposit, Menard shall pay the shortfall to the City within ten (10) days after receipt of the Invoice. 6. Menard acknowledges and agrees that (i) the Plans for the Improvements are subject to approval by City, and City shall have no obligation to approve the Plans or to award a contract for construction of the Improvements; (ii) Menard's plans for development of the Property (the "Development Plans") are subject to approval by City; (iii) Menard's obligation to pay the Design Costs to City is not contingent upon approval of the Plans or the Development Plans by City or by Dakota County; (iv) this Agreement or the performance thereof by one or both parties shall not affect City's consideration of the Plans or the Development Plans; (v) Menard may incur additional Design Costs, including, without limitation, for final design services as described on Exhibit B and for design of other improvements within Dakota County State Aid Highway 42 as may be required by Dakota County; and (vi) Menard may incur additional Design Costs if City or Dakota County requires revision of the Plans or the Development Plans. IN WITNESS WHEREOF, the parties have executed this Agreement to be effective as of the _ day of , 2012. Menard, Inc., a Wisconsin corporation By: Its: 3 CITY OF APPLE VALLEY By: Mary Hamann-Roland Its: Mayor By: Pamela J. Gackstetter Its: City Clerk STATE OF ) ) ss. COUNTY OF ) On this day of , 2012, before me a Notary Public within and for said County, personally appeared to me personally known, who being by me duly sworn, did say that he/she is the of Menard, Inc., the Wisconsin corporation named in the foregoing instrument, and that said instrument was signed on behalf of the corporation by authority of its board of directors and said acknowledged said instrument to be the free act and deed of the corporation. Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this day of , 2012, before me a Notary Public within and for said County, personally appeared MARY HAMANN-ROLAND and PAMELA J. GACKSTETTER to me personally known, who being each by me duly sworn, each did say that they are respectively the Mayor and Clerk of the City of Apple Valley, the municipality named in the foregoing instrument, and that said instrument was signed by authority of its City Council and said Mayor and Clerk acknowledged said instrument to be the free act and deed of said municipality. Notary Public 4 THIS INS'�'RUMENT WAS DRAFTED BY: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-3136 (MDK: 66-31968) 5 E�IIBIT A [Attach Preliminary Plat] 6 - _... �.a. _._ ____ ...� _ .� _ _._ _.� �.._. _ � ...0 .� �._. �� . _._ ..� � ..�. �. � ..� �.._ �� „� � � .�.... mn..M _.�.._ � . _� .� ..,_ ��s�� . � . � . � AtCI � x �y�y 42 (45t11N 'STFiE�F 4V�5 � p. f __ .,� . $ � rer,,�s�'°"'� �Q�snGtlUNTY STFeTE�wa..�.xo�xar.w � .... � � ._. � .... .» _ ' — -� t �a. �. .�..�..,.� m.. ... ..- ..- _. ..,. �. — �.,.� .._ ..._ ... ,.� � �XCT'PTI£1f3 s��,' � EXC�;,PTICIAF ° � ' � �,�� _ „�.��«�� M ��«z ....., .�— — _._. � � 1 � � �� ,a.< _� _.� � :� I �' °�� : �� ! � o �� l c�un.c�r ;� aunor � r� txrn.ar c � I � � ��«�re� s.rsa� sa�ar o.�n.< � .. ax � ( ti z�:) rirc�ras c,+�n+�ur . �' �- . .� c� ,� , � +}, 9 5bam t�.�` . . a �`� �-mrs� ss� I _ � ao e�a � � ua .•� { e�,� �aa,�, -� - „�..a ! � . , :�a; . . _ sxe _ . _ . �� i � I � m r�SCw�+z �cnrur �rrt�v� � �' ` � � l �� ;.,a ��ros e 'a„� � • J - � V +,n� .. .z�s�. i�, . j � � e �s � i 3. �, 1 � � � �� ' I ; � so ��.. � Y � � ,� � tt; 3 � `�� . . 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Manson, PE City Engineer City of Apple Valley 7100 147 Street West Apple Valley, MN 55124 RE: Proposal for Engineering Services Flagstaff Avenue Improvements Dear Mr. Manson: Bolton & Menk, Inc. is pleased to have the opportunity to submit this proposal for engineering services to complete the preliminary design of intersection improvements on Flagstaff Avenue and CSAH 42 associated with the Menards home improvement store project. Based on preliminary traffic analysis, intersection improvements include a roundabout at the main entrance on Flagstaff Avenue, addition of left turn lanes on Flagstaff Avenue at CSAH 42, and design of a 3 / access intersection on CSAH 42. PROJECT SCOPE This work will include geometric layout and traffic analysis of the intersection components necessary for the proposed Menards home improvement store. Work includes technical analysis, preliminary design, and assistance to City staff in coordinating with the developer and Dakota County. Assistance with final design is anticipated but not included in this scope of services. A fmal design proposal will be prepared upon request following acceptance of the proposed development. Design requirements in accordance with our understanding of the City needs are highlighted below. PROJECT WORK PLAN A preliminary design layout will be prepared for the intersection improvements such that right-of-way needs can be identified and incorporated into the Menards plat. Geometric layout will occur in accordance with MnDOT and FHWA roundabout design standards for multi-lane roundabouts as well as MnDOT State Aid standards. Traffic analysis will be completed utilizing RODEL for roundabouts and Synchro for signalized intersection. The results from the capacity analysis software will provide the fmal lane configuration needs. C7�StGNlPJG FaR A BET7'ER T4MC?RR�?W Bolton & Menk is an equal opportunity employer ° + Mr. Colin Manson, P.E. Q ' City of Apple Valley ' y May 16, 2012 The following is sequential list of major tasks anticipated to be completed: 1} ($7,504) Initi�l Roundabout Glesign Foo#print and Righ#-of-Way I�e�ds: An initial layout will be developed two-dimensionally based on projected traffic volumes available from the City. Initial layouts will be developed based on these parameters and analyzed through RODEL for initial modifications needed to maximize the traffic handling. The layout of the roundabout will be offset to the east in order to incorporate right-of-way needs in the Menards plat. A right-of-way footprint will be provided that provides sufficient flexibility to complete the design and incorporate construction with the development. �) �$2,5ffQ} Ini�i�l lntersec��n Design Cancept for the �SiAN 42 Ir�tersectie�r�s: Initial layouts will be developed two-dimensionally based on projected traffic volumes available from the City. For the addition of left turn lanes at Flagstaff Avenue and CSAH 42, we will evaluate traffic signal components and identify signal modification that may be necessary to accommodate the additional turn lanes. A preliminary construction cost estimate will be provided. �} ($�.2,500) Freliminary Desi�n of Intersection Imprmvemen�s: Upon acceptance of initial design concepts and right-of-way needs, Bolton & Menk will further develop design concepts three-dimensionally such that geometric elements can be fmalized. We will finalize roadway alignments, prepare preliminary profile grades approaching the roundabout, establish initial entry angles, develop sidewalk and pedestrian ramp conf'igurations, and identify grading limits. A Geometric Layout will be delivered to illustrate the geometric features, extent of widening and new construction, and construction limits. A preliminary construction cost estimate will be provided. 4} �$9,500) VISSIM Traf�ic �t�alysis: We anticipate additional traffic operational analysis may be necessary due to the close proximity of the proposed roundabout on Flagstaff Avenue to CSAH 42. The traffic analysis would conf'u�mn design and operational parameters are met and identify available capacity for future traffic growth. A traffic study report would be developed to document operational analysis fmdings and recommendations. This information will be used far future Signal Justification Report (SJR) and/or Roundabout Justification Report (RJR) which may be necessary in final design. PROPC�SED FEES The total estimated fee for preliminary design is $32,OQ0. The task schedule above was developed such that the City may choose to proceed with portions of the preliminary design as necessary. Final design services are not included in this scope of services. Final design elements will include completion of vertical design to meet drainage and ADA requirements, approach profiles to develop an intersection detail and individual curb profiles for the intersection. Final design will need to be completed to assure ADA compliance and maintain drainage. � , Mr. Colin Manson, P.E. ,°, f�� City of Apple Valley May 16, 2012 In addition, final design will need to address intersection lighting, traffic signal modifications (if necessary), traffic signing and pavement markings, and center island landscaping. PROJECT SCHEDULE We will work closely with City staff to develop a schedule of deliverables consistent with the proposed development schedule. Items 1-3 are anticipated to be completed within approximately 2 months of notice-fo-proceed. Should further analysis be required (Item 4), we will promptly notify the City of any impacts to the schedule. Should this proposal be acceptable, we will be available to provide an appropriate agreement for execution or utilize the City's standard agreement form. Once again, thank you for your consideration and the opportunity to provide you with this proposal. Respectfully Submitted, Bt1LTON & MENK, INC. ,� � �� . 'Christopher S. Chromy, .E., P.T.O.E. Michael Boex, P.E. Transportation Services Manager Client Service Manager ... � . K .... ..... .... ... City of A►ppVa�� ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Colin G. Manson, City Engineer DATE: August 23, 2012 SUBJECT: PRIVATE INSTALLATION AGREEMENT WITH SOUTH SHORE DEVELOPMENT, INC., FOR PROJECT 2412-151, COBBLESTONE LAKE SOUTH SHORE 7TH ADDITION Attached for consideration is an agreement with South Shore Development, Inc., for the private installation of public infrastructure serving the proposed Cobblestone Lake South Shore 7th Addition. In 2011, City Council approved the Cobblestone Lake South Shore Sth Addition which consists of 24 single family lots. The proposed development is a continuation of South Shore Sth, adding 29 single family lots. The public improvements for the proposed South Shore 7th development were previously designed in conjunction with design of South Shore Sth. The . attached agreement would allow South Shore Development, Inc., to move forward with installation of public infrastructure serving the development prior to receiving final approvals. The agreement allows for infrastructure installation after receipt of securities covering infrastructure costs and a deposit to account for City overhead costs. Funding of all infrastructure installed will be by South Shore Development. The agreement does not bind the City Council to approval of the proposed development, and all infrastructure installed is at the developer's risk. Recommended Action: Approve Private Installation Agreement with South Shore Development, Inc., for Installation of Public Infrastructure Relating to the Proposed Cobblestone Lake South Shore 7th Addition, AV Project 2012-151. CGM:jcb Attachment c: Todd Blomstrom AGREEMENT FOR PRIVATE INSTALLATION OF IMPROVEMENTS Between SOUTH SHORE DEVELOPMENT, ING And CITY OF APPLE VALLEY For COBBLESTONE LAKE SOUTH SHORE 7TH ADDITION AGREEMENT WHEREAS, the City of Apple Valley, a Minnesota inunicipal corporation, (the "City") has been requested by South Shore D�velopment, Inc., a Minnesota corporation, (the "Developer") to approve and a11ow the following described installation of improvements for the land to be subdivided and developed as: The Plat of COBBLESTONE LAKE SOUTH SHORE 7TH ADDITION (the "Property") (the proposed Plat containing the legal description and depiction of the Property is atta.ched hereto as Exhibit "A"); and WHEREAS, the City has agreed to approve and allow utility installation on the terms and conditions contained herein; NOW, THEREFORE, in consideration of the mutual agreeinents of the parties, it is hereby agreed by and between the parties as follows: 1. Subject to the terms and conditions of this Agreement, the City hereby approves utility installation, prior to plat approval and recording, on the Property. 2. IMPROVEMENTS The Developer has requested and the City has designed the necessary (i) sanitary sewer laterals and services, (ii) water laterals and services, (iii) storm sewer laterals, (iv) bituminous streets and concrete curb, (vi) concrete sidewalks and (vi) repairs to public streets and sidewalks (collectively the "I�nprovements"). The Improvements are as identified in the plans set dated July 15, 2011, signed by David E. Bennett (the "Plans Set"). Upon coinpletion of the Improvements, and following acceptance by the City and the recording of the final Plat, the Improvements shall be maintained as follows: i) The City shall only be responsible for maintenance of sanitary lines having a pipe equal to or greater than eight inches in diameter. Maintenance of service and lateral lines having a pipe of less than eight inches in diameter sha11 be the responsibility of the individual property owner or property owner's assaciation. The Developer sha11 be responsible for 100% of the cost of installation. ii) The City shall only be responsible for maintenance of water lines having a pipe equal to or greater than six inches in diameter. Maintenance of services, shut offs . l and lateral lines having a pipe of less than six inches in diameter sha11 be the responsibility of the individual property owner or praperty owner's associahon. The Developer shall be responsible for 100% of the cost of installation. iii) Outside of dedicated public rights-of-way, the City shall only be responsible for maintenance of manholes and outlet lines connecting manholes to the rest of the City's storm sewer system. Maintenance of catch basins and leads to manholes shall be the respansibility of the individual property owner or property owner's association. The Developer shall be responsible for 100% of the cost of installation. The Developer agrees to grade the Property and to install the I�nproveinents in accordance with and under the following conditions: A. To grade the Property in accordance with the Grading Plan on file with the City. B. To install the Improvements, as designed by the City, in accordance with the Plans Set and in accordance with City Standards. C. To install each item noted herein at the Developer's sole cost and expense. D. To attend a preconstruction meeting with representatives of the City and to require the attendance of all contractors and subcontractors, prior to commencement of construction. E. TYie Developer will not bury any pipe, install bituminous surface or pour concrete without the specific approval of the City Inspector, prior to the work being performed. F. To deliver and to keep in existence with the City a letter of credit or cash escrow in the amount of Three Hundred Forty-Two Thousand Nine Hundred Thirty-Two and No/100 ($342,932.00) Dollaxs to secure the performance and payment of the Developer's obligations under this Agreement as they relate to the Improvements, in a form and with the terms to the sole satisfaction of the City. Periodically upon Developer's written request and upon completion and verification of satisfactory compliance of any installed I�nprovements, a like percentage of that portion of the Financial Guaranty covering those specific completed Improvements may be released; except however the final twenty percent (20%) of the Financial Guaranty shall be held until a final acceptance by the City of a11 requirements under the Development Agreement for the Property. At the time of final inspection of all Improvements, if it is determined by the City that the submitted. plans and specifications were not strictly adhered to or that work was done without City inspection, the City may require that the Developer post a cash escrow equal to one hundred twenty-five percent (125%) of the estimated axnount necessary to correct the deficiency or to protect against 2 deficiencies arising therefrom. Such additional cash escrow shall remain in force for such time as the City deems necessary, not to exceed five (5) years. G. To pay the City's costs related to the installation of the Improvements and this Agreement, including but not limited to administration, engineering, legal fees and inspection, which the City estimates to be approximately Foriy-Eight Thousand Ten and No/100 ($48,010.00) Dollars. Such costs shall be paid as follows: i) The Developer deposited $14,814.00 toward design costs for the Property at the time of application for approval of the plat of Cobblestone Lake South Shore 5�' Addition, which shall be applied toward the City's costs under this Agreement. ii) The Developer shall deposit an additional sum of Thirty-Three Thousand One Hundred Ninety-Six and No/100 ($33,196.00) Dollars with the City for payrnent of the City's costs under this Agreement. iii) Upon separate written request from the Developer, not more than one tune per month, the City shall subinit a written stateinent to the Developer with detailed descriptions of the City's costs related to the I�nprovements and this Agreement, and a statement of the balance of the deposit. - iv) If the City's costs exceed the deposit, the Developer agrees to reunburse the City within thirty (30) days of billing. Should the costs be less than the amount of the deposit, upon coinpletion of the Improvements, the amount remaining on deposit shall be returned to the Developer. H. That any violation of the terms of this Agreement shall allow the City to stop all construction on the Property until authorization to proceed is given by the City. The Developer agrees to hold the City harmless from any damages, causes of action, ar claims related to the construction being stopped by the City. 3. The Developer agrees to install all utilities underground in the Property, specifically including electrical, telephone, cable television and gas services. 4. Within thirty (30) days after completion of the Improvements, the Developer shall (i) televise the utilities to ensure they have been completed in accordance with the City Code, City Standards and the plans and specifications on file with the City and (ii) give written notice to the City that the Improvements have been completed in accordance with the City Code, City Standards and the plans and specifications on file with the City. The City shall then inspect the Improvements and notify the Developer of any Improvements that do not appear to conform to the City Code, City Standards and/or the submitted plans and specifications. If Developer's 3 Ixnprovements do not conform to the City Code, City Standaxds and submitted plans and specifications or are later discovered to not conform, the City shall immediately notify the Developer of the need for repair or replacement. Notwithstanding any provision herein to the contrary, the Developer agrees that in case of emergency, the City inay cure any default by Developer without prior notice to Developer, and the Developer waives any and all rights to notice of default in such event. Any cost incurred by the City to cure the default shall be the financial obligation of the Developer, and shall be paid to the City within ten (10) days of receipt of an invoice for such costs: 5. The Developer agrees to reimburse the City for aIl engineering, administrative and 1ega1 costs and expenses incurred by the City in connection with this Agreeinent or the enforcement thereof. 6. Unless a longer warranty period is provided by Minnesota law, the Developer - warrants a11 Improvements required to be performed by Developer, its agents and employees, against poor design, engineering, materials and faulty workmanship for a period of two (2) years after accepta�nce by �he City. D�velop�r shall provide a warranty bond(s), an an am�unt equal to the cost of the Improvements, for a two (2) year period coinxnencing upon the City's acceptance � of the Improvements. The Developer shall be solely responsible for the cost and expense to perform all required repair work to City Standards within thirty (30) days of written notification by the City. 7. The Developer shall take out or cause to be taken out and maintain, until six (6} months after the City has accepted the Improvements, a policy of Insurance with limits for bodily injury and death of not less than $500,000.00 per person and $1,000,000.00 for each occurrence; lixnits far property damage of not less than $500,000.00 for each occurrence; or a combination single limit policy of $1,000,000.00 ar more. The Developer sha11 file with the City a certificate evidencing coverage and naming the City and its officers and agents as additional insureds, prior to the comtnericement of work on the Improvements. The certificate shall provide that the 4 insurance will not be canceled or materially changed or fail to be renewed without at least thirty days prior written notice to the City. 8. The Developer hereby specifically releases the inembers of the City Council froin any personal liability in connection with handling funds pursuant to the terms of this Agreement, and further agrees to indemnify and hold the inembers of the City Council harmless from any claim of any and every nature whatsoever as a result of this Agreement. 9. The parties mutually recognize and agree that all terms and conditions of this Agreement run with the land herein described and shall be binding upon the successors and assigns of the Developer. 1N WITNESS WHEREOF, the parties have hereunto set their hands this day of , 2012. SOUTH SHORE DEVELOPMENT, INC., a Mi.nnesota carporation By: Its: CITY OF APPLE VALLEY By: Mary Hamann-Roland Its: Mayor By: Pamela J. Gackstetter Its: City Clerk 5 STATE OF MINNESOTA ) ) ss. �OUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2012, by , the of SOUTH SHORE DEVELOPMENT, INC., a Minnesota corporation, on behalf of the corporation. Notary Public STATE OF MINNESOTA) ) ss. COUNTY OF DAKOTA ) The foregoing instn.unent was acknowledged before me this day of , 2012, by Mary Hamann-Roland and Pamela J. Gackstetter, the Mayor and Clerk of the City of Apple Valley, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public THIS 1NSTRUMENT WAS DRAFTED BY: DOUGHERTY, MOLENDA, SOLFEST, HILLS & BAUER P.A. 7300 West 147th Street, Suite 600 Apple Valley, Minnesota 55124 (952) 432-3136 MDK (66-32874) 6 . CO��E�TQN� �A.K� ��7U�'1� � Si-�C3R� 71'k-� AQC�CT6�� . 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City of AppVa��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Michael Glewwe, Public Works Superintendent �"�J DATE: August 23, 2012 � SUBJECT: AGREEMENT FOR AV PROJECT 2012-123, 2012 TRAFFIC CONTROL SIGNAL SYSTEM PAlNT1NG On August 2, 2012, City staff solicited quotations from eight companies for the painting of two City owned traffic control signal systems. On August 16, 2012, two companies submitted quotes for the project. The results are provided below. Compan� e Total Quotation OLS Restoration, Inc. $10,520.00 Budget Sandblasting & Painting, Inc. $19,640.00 Attached is the proposed agreement between the City of Apple Valley and OLS Restoration, Inc. for traffic control signal system painting services for 2012. The agreement would include painting the signal systems on 140th Street West at Garden View Drive and Galaa�ie Avenue. Funding for this project is included in the 2012 operating budget for the Public Works Street Division. Recommended Action: Approve Agreement with OLS Restoration, Inc., for AV Project 2012-123, 2012 Traffic Control Signal System Painting in the amount of $10,520. MG:dsm Attachments c: Todd Blomstrom AGREEMENT FORM 2012 Traffic Control Signal System Painting AV Project 2012-123 CITY OF APPLE VALLEY, MINNESOTA This Construction Agreement ("Agreement") is made this 23rd day of August, 2012, by and between OLS Restoration, Inc. (hereinafter called the "CONTRACTOR"), and the City of Apple Valley, Minnesota (hereinafter called the "OWNER"); WITNESSETH, that the OWNER and the CONTRACTOR, for the consideration hereinafter stated, agree as follows: 1. SERVICES TO BE PERFORMED The Contractor hereby covenants and agrees to perform and execute all the provisions of the Contract Documents prepared by the Owner dated August 2, 2012, and made a part of this Agreement by reference, for the following improvement(s): 2012 Traffic Control Signal System Painting (the "Work") The CONTRACTOR shall do everything required of this Agreement and the Contract Documents, and all Work shall be done in the best and workmanlike manner. The CONTRACTOR shall make good, replace, and renew at its own cost and expense any loss or damage to said Work and adjacent properties and facilities during the performance of the Work or prior to the final acceptance thereof by the OWNER, and shall be wholly responsible for the performance and completion of such Work. 2. COMPLETION DATE The CONTRACTOR shall commence Work under this Contract within ten (10) calendar days after issuance of written Notice of Award and shall complete the Work in accordance with Special Provisions to the General Conditions. The CONTRACTOR shall notify the ENGINEER in writing of any and all causes of delay of such Work or any part thereof, within three (3) days of the beginning of such delay. 3. CHANGE ORDERS Any changes to the work specified by this Agreement shall be made in writing and signed by both parties. Only the Engineer will have the authority to initiate any change orders which must be submitted to the City Council for approval. No payment will be made for any claim for additional charges not processed in this manner. A-1 4. PAYMENT The OWNER shall pay the CONTRACTOR for the performance of this Agreement according to the Proposal Form, attached hereto, listing the schedule of approximate quantities and unit prices as set out in the Proposal Form of the Contract Documents submitted by the CONTRACTOR on August 16, 2012, the aggregate of which is estimated to be $10,520. 5. INSURANCE This Contract shall be in full force and effect after execution hereof upon the filing and acceptance of the insurance documents as required in the Contract Documents. Said insurance documents shall be issued in accordance with the provisions of Section 4 of the General Conditions, thereby assuring that the City of Apple Valley has been named as an additional insured party on all such policies or has been provided separate insurance policies of the kind and amount stated therein. 6. INDEMNIFICATION The CONTRACTOR shall indemnify and hold harmless the City and its officers, agents and employees from and against all claims, damages, losses or expenses, including attorney fees, which may be suffered or for which they may be held liable, arising out of or resulting from the assertion against them of any claims, debts or obligations in consequence of the performance of this Agreement by the Contractor, its employees, agents or subcontractors, whether or not caused in part by a party indemnified hereunder. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss. 7. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: CONTRACTOR has examined and carefully studied the Contract Documents; CONTRACTOR has visited the Project and become familiar with and is satisfied as to the general, local, and Project conditions that may affect cost, progress, and performance of the Work; CONTRACTOR is familiar with and is satisfied as to all federal, state, and local laws and regulations that may affect cost, progress, and performance of the Work; and the CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Time, and in accordance with the other terms and conditions of the Contract Documents. A-2 8. CONTRACT DOCUMENTS The Contract Documents shall consist of the following component parts: A. The Contract (this Agreement) B. Information for Bidders C. Technical Specifications D. General Conditions E. Special Provisions F. Proposal Form G. Certificate of Insurance H. Addendum (s) I. Notice of Award J. Change Orders This Agreement, together with the documents hereinabove mentioned, form the Contract for the Work. 9. WHOLE AGREEMENT This Agreement embodies the entire agreement between the PARTIES including all prior understanding and agreements and may not be modified except in writing signed by all the PARTIES. A-3 EXECUTED as of the day and year written below. CITY OF APPLE VALLEY Date By Mary Hamann-Roland, Mayor Date And Pamela J. Gackstetter, City Clerk OLS RESTORATION, ING Date By Date And STATE OF ) � � ) SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2012, by and , the and of , a [corporation/partnership], on behalf of the [corporation/partnership]. (Notarial Seal) Notary Public A-4 PROPOSAL 2012 TRAFFIC CONTROL SIGNAL SYSTEM PAINTING AV PROJECT 2012-123 CITY OF APPLE VALLEY, MINNESOTA To the City of Apple Vailey: The undersigned, having studied the specifications, dated August 2, 2012, being familiar with local conditions, having rnade the field inspections and investigations deemed necessary, and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment, and all else necessary to complete AV Project 2012-123, 2012 Traffic Control Signal System Painting. The undersigned Proposer understands the quantities of Work as shown herein are subject to increase or decrease, and proposes to do the Work whether the quantities are increased or decreased at the unit price stated in the following schedule of prices. The unit price as quoted shall constitute compensation in full for the respective items. No. Item Unit Est. Total Quanti Price 1 140th Street W. and Garden View Drive Each 1 $�j (�`��-{( �, �:� 2 140th Street W. and Galaxie Avenue Each � $ �� ,�-�' Total Quotation �.. � �� L?:� $.��,:�Lc��. In submitting this quote it is understood the City retains the right to reject any and all quotes and to waive irregularities and informalities therein and to award the contract in the best interest of the City. P-1 In submitting this quote it is understood that payment will be by check. Date �� i.,��( - P? . � � Respectfully submitted, _� r f\i� ��' � 'L� lr� �.;�� g" �� Name of Pariy Submitting Bid � Signed By , : �� , f �� / , �''i'-�S��I-� �� Title 1. _-� � ,,," � \ )�,�t 1 � f Printed Name of Si er � � � ` _. �»�) f . �' � ��'U � �J��' � \:' �� ? `�-, Address ��r��w ��a6�� '��1� , �'Y 7 � -��`- �' � � � , � 1 �.: � ;� i � City, State & Zip Code � �, � � _ c� �j - �r'`� i (�` Telephone Number �c1�-'�l�j- �;��-; Cell Phone Number FAX Number _� { `�`� l x lf 1� �� ' � �.%� `��: i ' i.'+ ) � l. C'''i"i -i Email Address ` P-2 Exhibit A BID TABULATION CITY PROJECT 2012-123 2012 Tra�c Control Signal System Painting OLS Restoration, Inc. Budget Sandblasting 8� Painting, Inc. ITEM EST. UNIT TOTAL UNIT TOTAL No. ITEM UNIT QUANTITY PRICE PRICE PRICE PRICE 1' 140th St. and Garden View Dnve , Each , 1 _$5,040.00 I $5,040.00 _ $9,750.00 i $9,750.00 2 140th St. and Galaxie Avenue ' Each i 1 $5,480.00 $5,480.00 $9,890.00 $9,890.00 TOTAL BID $10,520.00 $19,640.00 S:\Projects\2012 Public Infrastructure Projects\2012-123 2012 Signal Painting Services\Bid Tab 2012-123.x1s ... — f . 1 " 1 .... ..... .... City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council and City Administrator FROM: Todd Blomstrom, Public Works Director DATE: August 23, 2012 SUBJECT: RESOLUTION AWARDING A CONTRACT FOR AV PROJECT 2012-144, OUTDOOR LIGHTING REPLACEMENT, APPLE VALLEY FIRE STATIONS On Tuesday, July 31, 2012, the City of Apple Valley received quotations for the installation of outdoor lighting improvements under AV Project 2012-144. The project consists of replacing deteriorated lighting at all three of the City's Fire Station facilities. Two quotations were received for the project as indicated below. Total Quotation Killmer Electric Company $ 32,312.00 Master Electric Company $ 37,809.33 Kendrick Electric, Inc. No Quote Received LPD Electric, Inc. No Quote Received Collins Electrical Construction No Quote Received Engineer's Estimate $ 43,275.00 Killmer Electric Companies, the apparent low bidder, has the experience and capability to complete the project. They have successfully completed other electrical work for the City in the past. Funding for the project is provided through the Energy Efficiency and Conservation Block Grant Agreement, as part of the American Recovery and reinvestment Act. The City Council approved the use of these funds for the subject project on July 12, 2012. Available program funds are sufficient to cover the costs for the project. Estimated Project Cost: Construction Contract Costs $ 32,312.00 Construction Contingency $ 4,500.00 Engineering / Legal / Testing $ 9,500.00 Total Estimated Cost $ 46,312.00 Recommended Action Adopt Resolution Awarding a Contract for AV Project 2012-144, Outdoor Lighting Replacement for Apple Valley Fire Stations, to Killmer Electric Companies, Inc., in the Amount of $32,312.00. TAB:jcb Attachment CITY OF APPLE VALLEY RESOLUTION NO. 2012- A RESOLUTION AWARDING CONTRACT FOR AV PROJECT 2012-144 OUTDOOR LIGHTING REPLACEMENT FIRE STATIONS WHEREAS, the City solicited sealed quotations for improvements identified as AV Project 2012-144, Outdoor Lighting Replacement for Apple Valley Fire Stations; and WHEREAS, quotations were received, opened and tabulated according to law, and the following quotations were received: (Tabulation attached as Exhibit Aj, and; WHEREAS, it appears Killmer Electric Company, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and Clerk are hereby authorized and directed to enter into a contract with Killmer Electric Company, Inc., for its base bid in the amount of $32,312.00 for the completion of AV Project 2012-144 according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. The estimated total project funding in the amount of $46,312.00 shall be derived from the Energy Efficiency and Conservation Block Grant program, as part of the American Recovery and Reinvestment Act. ADOPTED this 23rd day of August, 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk EXHIBIT A Project Name: Outdoor Lighting Replacement ADPIe Valley Fire Stations 1 hereby ceRi(y that this is a - City Prqect No.: 2012-144 tabulation of proposals received. A�VaIIey Opening: Tuesday, July 31, 2012 at 10 A.M. C.D.S.T. Owner. City of Apple Valley Todd A. Blomstrom � Registration No. 26437 No. 1 No. 2 TABULATION Killmer Electric Co., Inc. Master Electric Co. Item Num Item Units Est Qt Unit Price Total Unit Price Total PART 1- FIRE STATION N0. 1 1 REMOVE LUMINAIRE EACH 19 $54.00 $1,026.00 $82.10 $1,559.90 2 TENON MOUNT FLOOD LIGHT EACH t $800.00 $600.00 $810.00 $810.00 3 PARKING LOT LUMINAIRE EACH 7 $936.00 $6,552.00 $1,090.00 $7,630.00 4 CUTOFF WALLPACK EACH 11 $265.00 $2,915.00 $330.00 $3,630.00 TOTAL PART 1- Fire Station No. 1 f11,293.00 513,629.90 PART 2- FIRE STATION NO. 2 5 REMOVE LUMINAIRE EACH 17 $54.00 $918.00 $63.53 $1,OSO.Ot STANCHION MOUNT FLOOD LIGH 6 W/STANCHION EACH 2 $805.00 $1,610.00 $900.00 $1,800.00 7 POST TOP LUMINAIRE EACH 5 $7,220.00 $6,700.00 $1,400.00 $7,000.00 8 ROUND SCONCE EACH 10 $335.00 $3,350.00 $390.00 $3,900.00 TOTAL PART 2- Fire Station No. 2 E11,978.00 E13,780.01 PART 3- FIRE STATION N0. 3 9 REMOVE LUMINAIRE EACH 14 $54.00 $756.00 $63.53 $889.42 STANCHION MOUNT FLOOD LIGH 10 W/STANCHION EACH 2 805.00 $1,610.00 900.00 $1,800.00 11 POSTTOPLUMINAIRE EACH 3 1,220.00 $3,660.00 1,400.00 �$4,200.00 12 ROUND SCONCE EACH 9 335.00 $3,015.00 390.00 $3,510.00 TOTAL PART 3- Fire Station No. 3 59,041.00 570,399.42 TOTAL PROJECT 532,312.00 537,809.33 Killmer Electric Co., Inc. Master Electnc Co. 5141 Lakeland Ave N 8555 W 123rd Street � Crystal, MN 55429 Savage, MN 55378 . 763-425-2525 952-846-2186 Fax Signed By: Brian Zilka Bill Loftsgaarden Title: Project Manager, Estimator Project Manager Bid Security: 0.00 % 0.00 % Addenda Acknowledged: 0 0 Bid Tab 7•31-12.x1s g7.� �"{". 1 �l ... l ' lD .... ..... .... .... City of App�e Va��ey MEMO Parks and Recreation Department 7100 - 147` Street West Apple Valley, MN 55124 952 / 953-2300 TO: Mayor, City Council, and City Administrator FROM: Tom Adamini, Interim Director of Parks and Recreation DATE: August 17, 2012 SUBJECT: Change Orders for Valleywood Clubhouse Project Attached please find requests for change orders to the below listed agreements of the Valleywood Clubhouse: Project #0420 — Masonry with Met-Con Construction, Inc. Project #0510 — Steel Erection with Maxx Steel Erectors, Inc. Project #1140 — Food Service Equipment with Premier Restaurant Equipment Co. Project #2100 — Fire Protection with Breth-Zenzen Fire Protection, LLC Project #2200 — Plumbing and Piping with Jim Murr Plumbing, Inc. Project #3123 — Earthwork/Site Utilities/Asphalt Paving/Demolition with Prior Lake Backtop, Inc. The change orders cover flashing, field welding, stainless steel panels, backflow preventer and meter, and an additional floor drain. Copies are attached for your review. The change orders have been reviewed and recommended for approval by Project Manager Bossardt Corparation and CNH Architects, as well as the contractor, as indicated by their signatures on the attached. The timeline and substantial completion date will not be affected by these change orders. Please advise if you would like more details. Contract #0420 — Masonry with Met-Con Construction, Inc. Original contract sum $160,300.00 Net change by previous change orders -$ 2,000.00 This change order Add $ 550.00 New contract sum (including this change order) $158,850.00 Contract #0510 — Steel Erection with Maxx Steel Erectors, Ina Original contract sum $31,000.00 Net change by previous change orders -$ 100.00 This change order Add $ 250.00 New contract sum (including this change order) $31,150.00 Contract #1140 — Food Service Equipment with Premier Restaurant Equipment Co. Original contract sum $154,581.00 Net change by previous change orders $ 0.00 This change order Add $ 405.00 New contract sum (including this change order) $154,986.00 Contract #2100 — Fire Protection with Breth-Zenzen Fire Protection, LLC Original contract sum $37,560.00 Net change by previous change orders $ 0.00 This change order Add $ 2,882.00 New contract sum (including this change order) $40,442.00 Contract #2200 — Plumbing and Piping with Jim Murr Plumbing, Inc. Original contract sum $204,692.00 Net change by previous change orders $ 9,054.00 This change order Add $ 565.00 New contract sum (including this change order) $214,311.00 Contract #3123 — Earthwork/Site Utilities/Asphalt Paving/Demolition with Prior Lake Blacktop, Inc., Original contract sum $209,703.00 Net change by previous change orders -$ 4,351.00 This change order Deduct $ 720.00 New contract sum (including this change order) $204,632.00 SUMMARY Original contract sum $ 3,198,279.00 Net change by previous change orders Deduct -$ 14,372.00 Net change by these change orders Add - $ 3,932.00 New contract sum (including these change orders) $3,187,839.00 ACTION REOUESTED Motion to approve Change Order No. 2 for Valleywood Clubhouse contract #0420 - Masonry with Met-Con Construction, Inc. — Add $550.00 Motion to approve Change Order No. 2 contract #0510 — Steel Erection with Maxx Steel Erectors, Inc. — Add $250.00 Motion to approve Change Order No. 1 contract #1140 — Food Service Equipment with Premier Restaurant Equipment Co. — Add $405.00 Motion to approve Change Order No. 2 contract #2100 — Fire Protection with Breth- Zenzen Fire Protection, LLC — Add $2,882.00 Motion to approve Change Order No. 5 contract #2200 — Plumbing and Piping with Jim Murr Plumbing, Inc. — Add $565.00 Motion to approve Change Order No. 5 contract #3123 — Earthwork/Site Utilities/Asphalt Paving/Demolition with Prior Lake Backtop, Inc. — Deduct $720.00 DMPM H.•Valleywood:clubhouse:chg orders8-17-12.doc . CHANGE �RDER . o � . � rco # 33 � CDNSTRUCTION MANAGEA-ADVISEA EDITION CONSTRUCTION MANAGER C� , AIA DOCUMENT G701/CMa �� ARCHITECT ' L� . �€�� Z�� CONTRACTOR � . FIELD ❑ (lnsu on reverse side) pT�g ❑ PROJEGT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: 0420-02 � (,Yame and address) CITY OF APPLE VALLEY 7100 WEST 147TH STREET � INlTIATION DATE: 07/02/12 APPLE VALLEY, MINNESOTA 55124 TO CONTRACTOR: � PROJECT NOS.: 1104 (vame a�:d address) MET-CON CONSTRUCTION, Il�TC. . 15760 ACORN TRAIL CONTRACT FOR: Contract #0420 , FARiBAULT, MINNESOTA 55021 CONTR.ACT DATE� � 1 2/8120 1 1 The Contract is changed as follows: • Provide labor and material as necessary to complete the work for RFC#21, SI#13, & SI#14 : noted on the attached � Page 2 � " . t�ot �aiid unti! signe�l l�y the Owner, Construction Manager, Architect and Contractar. • . The ori�inal (Contract Sum) ( ) � , , , , , , , , , , , , , , , , , , , . . . . � 160,300.00 Net change by previousiy authorized Change Orders . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . ; (2,000.00) The (Contract Sum) ( ' ' e) prior [o this Change Order was . . . . . . . . . . . , t 158,300.00 The (Contracr Sum) ') will be (increased) (�et�c��ed) by this Change Order ......... :.............�....,........,......................... S 550.00 The new (Contract Sum) ice) including this Change Order will be ..; .; 158,850.00 The Contract Time will be ed) (unchanged) by . . . . . . . . . . . . . . . . . . . . . zero � -0- � � The date of Substandai Compleuon as of the date of this Change Order therefore is ...,,,,,, unchanged. NOTE: This summary does not reflect changes in che Contract Sum, Gontract Time or Guaranteed lvlaximum Price which have been authorized by Construction Change Directive BOSSARDT CORPORATION CNH ARCHITECTS � CONSTRUCTION MANAGER ARCHITECT 5270 Wst 84th Street, Minneapolis, Minnesota 55437 7300 est 47th S eet, Ste. #504, Apgle Valley, Minnesota 55124 ADDRESS �D , � � . 8 � 1� � BY DATE BY DATE � MET CONSTRUCTION, INC. - � � CONTRACTOR � 15760 Acorn Trail, Faribault, Minnesota 55021 MARY HAMANN-ROLAND MAYOR � Date . aDD ATTEST: �� t �'�L" �� PAMELA J. GACKSTETTER, CITY CLERK Date . B� r D�E . CAUTION: You • shouid use an originai AlA document which has this cauti�on printed in red. 1 �� An original assures that changes wiil not be obscuresl as may occur when documents are reproducEd. AIA DOClJMENT G701/CMa • CHANGE ORDER • CONSZRUCTION MANAGER-,�.DVfSER EDITION • 1992 EDITTON • AIA� �1993 • THE AA�IERICAN INSTITUTE OF ARCHITECSS, 173� NEW YORK AYENL'E. N.W., WASFIDVGTON, D.C. 200tl6-i292 �y_�. WAANING: Uniicansed photocapying viaiates U.S. caQyright laws and wili sub�ect the violatar to Iegal prosecution. , G70y/C1U18-1992 1��TR��TIt7(V �H�EZ � � � FC7R AIA DOCL'•�IENT. G?UI/Ciyla, CHANGE OR77ER CONSTRI:C;'t10N MANAGIiR-ADVT,SI:� EDITTUN . �.•• GE3VERAi lNFflRMAT]OM .� � � � � 7. Purpose ' � This dr�cum��nt Is intended for usc: in ua��lemrndng r�.ui�rs in dic �'ur�: agrrecl tn bF the p�vn�r, C"c�nstrncdon ,►ianar�er, . Archit�t�t and C:i�ntr,�ctnr. F:xerudon c�f a coni�lztrd �'UJ/C1�i:� fi�rm indi��atca ;a�;rcemcnt upun ail the tera�s qf dzr change, �• Indueiing any changcti in thr C;uncrarr Sum (ar Guarantecd :biaaclmum Prier) anc� C:e7nrr.icr Timc, In cuntrast, r1Ir� Dacument � G?i�/Clia, Cc�rurru�t3nn Giiu�ge Dlrrrave, Cnn9wction ti4:tnagrx-,��ivlscr Editipn, shnulc! he u5zd in situatlnns whrre, Far wi�atever rca�t�n, thr O�vnrr and C.ontractor l�ave nut.rracitcd agrremrnt upnn the prnpo,s�d cfianges in CUntrarz Suin or Crmrract Timc; and �vhere cfi:�n�c�s in the'Wi�r3� ne�d w he impl�menrcd c�rditluusfy in ortirr t�� avnld a dr3ay in cilc Project. 2. Aelater] Documents ' • Thi�t�da��umcnt w-�s prep:UC:d fi�r usc under ihe trnn� uf �►1�1 Documrnt t1?(� 1/( ;ti;a, Geaeral CUn�lei�ns oF thr Cansract for Con.Strac;icm,. C:pns�ctit�n A�iana�cr-Acl� isrr Edition. . ' 3. �Use oi C�rrent Dacaments � � ' Pri�r to using �nST AIr� document, the ustr shnuJd c�n.sulc the �11�1. an �I�1 rompqncnt riiapter c�r a cvrrcnr Al� Dc�rumcnt� � List rn ciezcrml�ir d�c c�urent edltlon of c:.�ch �le�rumcnt. ' 4. Llmited Llc�ense for Reproda�ctlon � �I.� n��cumcnt G7n 1/C:�ia i� a ct�pylightrd �vnri: an�i rnsp nat hr re�mducrd ur racrrpted fi'om in subat.inNal rnrt zridzout � tl�e r�rt�ss a��ritten nrrmi�sion �� the AJA. Thc ��7U17C.'�1a ducvmrnt i� u�tcndcd tu he used a5 :� ron�un�ble—tt��t Js, che . original �lc�cumc»t pur�izasecl b,r• che uscr i� intcndcd tu bc c�nsumzci in ihe ruurac nf being u,,esl. 'i'hrrc ls no impiied per- . missiun tu iz�rndu��e this ducumcnt, ns�r doc� mrn�hcrshlp In tt�r Amrrican.lnstitute�oFrlrchirccts cunfrr any fm�ther rights ic� rcpn�duee G7p UC,11a. . • • A limite�i licezs.. is h�r�b}� �r.znted tn rrtail purc3�a;:ers to re�tiz�dure a m�xin�uni of ten �qpies at a com�ietzd pr ��t�ted C;U1/C�ia, but nnly for usc ln c�nnrcrion �ich a parttcul:�r Projr��t. ' H. COMPLETING THE G701/CMa FflRPJI � i. Descript3on af Change in #he Gon�ract • • . Inscrt a dzL�iled elcscription of �.hc d�at�ge m 6c inade in thc Cnntr:�ct by ti�is Changc Ortter. induding any Drawui�. Sprritira- ti��ns,�doc'�im�nts ��r i�ther sup{�orting data tt� cl:uif�• tht 4cc7pe of thr c��augc. ' 2. Determinatian of Cosis � � • ' ; In�ert�tt�� lollazuin�.infurmation in th� blanl+s prcrvicied. and atrike cwr the trrms iri �arenches� �hac dn ne�r sppi}: � ' a) cl�c original Cnntr7ct ::um o� Gu�rantce� �4�ximum Price; • ' ' ' ' • b) thc n�t changr b;: prrviously audiorvssi Chanfie t�rcler (nuce chac rhi� dn� n�t inciucic chanqrs xuthurind by Coi�- strucur.�n C,hangz Direrrive unle�a such a dian�c w•i, subsc�u��dy a�•erei ta ry chr Concra��tor :ind recnrcird as a Chan;r • Ordrr): S • . . c) rhe Colltraci Sum or Gusr,tncc�d ;�iaYiinum Prire prior to tIzis Chang�• Orcicr; • cl) �h� an�aunt uf incrrasi ��r circn�as�•. if anc, 7n �he C.r�nuaci Sum c�r Gu3ranct�d ��:a.iimum Price; and � r) the ncw Conti�aci �um or Guar.u�tccd �►i�simura Prire a5 ad�usred by this Chan�� nrder. 3. C�ange ln Cantract T1me • � � � In�rrt tl�� fr�iinwin� infnrmactnn in the blxnl:s }�uoF�idcd. and �trike c�ut thc tcrms in p:u�nthc.� �bat dn not appl}�: a) in numher oE ciaps, the inerr�sr or drerra.tir, JY arly, in tht Contraci Timr; :anci h) thc. date ot SuhsL�.nt'ri! Complerio�, ulc3�a<lin� any adJustmtnt effrctcrl by ti�is Chan� Order. . , :. �Ci77lON �F THE DOCIJMENT � � � \?Vhei� th� (hvncr, Construciian Nl�nz�cr, Areliicect :tn�i C.cmcracrnr hav� re�rhet! a,r,rtLn�rnt nn the rf�an�. tn be mncie ln ri�� ' , Ctincr.�cr, Iuciu�iing an} ad�u,5trnent3 iri r.h� Guntrai�t Sum (ur Guarantced .l+taxunum Pricr) �nd Cnntrart Tlmr, thr G701/Cl�t� ducvmcnc.shaulci hc cxecutc�l in qu�iruplic�er h�• t}�c cwc� p�rtic�s, nc� Ccm,�nvctic�n .1�lanagcr �nci Arc3iit��cL, eacts �f wham resait�:s :u� tir�};lnnl. � . • � ' , • • � � , . Prb�trrl wt Arc}rlc}d Prrj►er ' • , • A�printed y�94 • � � �� c.r.��.+�t�is�' [_`cstt.Yf:��z,��a��c>� � f' ,P � �r.:t�;:�� cS;�.ia u r+ 'y:s��rFie�� . CELEBR,tT1SiG'`��YL•`.kRS 5270 West 84 Street, Suite#550 Minneapois, Minnesota55437 Change Order Valleywood Clubhouse Project # 1104 Tel: Fax. Date: 7/2/2012 Contractor: � Architect's Project No: Met-Con Construction, ina Contract Date• 15760 Acom Traii Contract Number: 420 Faunbault, MN 55021 Change Order Number: 002 The Contract is hereby revised by the following items: RFCO #21 & No Cost SI's PCO Item # Description Amount SI#013 001 Clarificatiorr of flashing from masonry to canopy roofing 0 SI#014 0o1 Clarification of flashing at the canopy parapet and 0 manufactured stone joint RFCO#021 001 Provide prefinished flashing to cover insulation below fuli 550 height windows at the SW & SE corners of the building. Flashing finish is to match the flashing beneath cast stone � walls The original Contract (s) Value was ........................................................................................ 160,300 Sum of changes by prior Change Orders ................................................................................. (2,000) The Contract Value prior to this Change Order was ........................................................... 158,300 The Contract Value will be changed by this Change Order in the amount of .............................. 550 The new Contract Value including this Change Order will be ........................................... 158,850 The Contract duration will be changed by ............................................................................... 0 Days The revised Substantial Completion date as of this Change Order is .................................... Prolog Manager Printed on: 7/2/2012 Bossardt Page 1 1; i�-' � CH�INGE ORDER � � • OWNER ; � � PCO # 34 - CDNSTRUCTION MANAGER ,ED T ON CONSTRUCTION NSANAGER u , AIA DOCUMENT G701/CMa � �_�;� � � �� ARCHITECT " L� . �� 2�� CONTRACTOR d` . �� ❑ (Instructions on reverse side) pT�g p PROJECT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: 0510-02 � (,vame and address) CITY OF APPLE VALLEY 7100 WEST 147TH STREET IlVITIATION DATE: 07/02/12 APPLE VALLEY, MINNESOTA 55124 TO CONTRACTOR: � PROJECT NOS.: � 1104 (,vame a�:d adcrress) �� STEEL ERECTORS, INC'. . PO BOX 334 CONTRACT FOR: Contract #0510 MA.PLE LAKE, MITINESOTA 55358 Stee1 F.recdon � � CONTR.ACT DATE: � 12/8/20ll The Contract is changed as follows: � Provide labor and material as necessary to complete the work for RFCO#11 . noted on the attached � - Page 2 � � � . �1ot vaiid untii signed by th� Owner, Constructian Manager, Arcf�itect anri.Cantractor. • . Theoriginal(ContractSum)(C� )� ,,,,,,,,,,,,,,, ,,,,,,,, 3 31,000.00 Net change by previously authorized Change Orders . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . , . . i (100.00) The (Contract Sum) ( ' ' e) prior to this Change Order was . . . . . . . . . . . , E 30,900.00 The (Contract 5um) ( ') will be (increased) ( by .this Change Order ......... : ......................................... ......... i 250.00 The new (Contract Sum) ice) including this Change Order will be .,, . a' 31,150.00 The Contract Time will be ed) (unchanged) by . . . . . . . . . . . . . . . . . . . . . . �ro ( .-�- ) days The date of Substandal Completion as of the date of this Change Order therefore is .....,,,,, NOTE: This summary does noc reflect changes in tEie Contract Sum, Gontract TIme or Guaranteed Maximum Price which have been authorized by Construcdon Change Directive. � BOSSARDT CORPORATION CNH ARCHITECTS ' CONSTRUCTION MANAGER ARCHITECT 5270 Wst 84th Street, Minneapolis, Minnesota 55437 7300 West 47th Str t, Ste. #504, Apple Va11ey, Minnesota 55124 ..�s°'"�'� ,.. .-- `°�-�'. "'� / , ADDRESS � �D Q �� -�°-" � r �"�� J r�t+Z v �� i BY '"' . DATE � BY DATE •. MAXX ST'EEL ERECTORS, INC. - ' � • CONTRACTOR � P x 334, Map e, Minneosta 55358 MARY F[AMANN-ROLAND MAYOR Date . xES ATTEST: ' 3 PAMELA J. GACKSTETTER, CITY CLERK Date . BY DATE � _ CAUT10 : You � should use an original AIA dacument which has this cautinn printed in red. 1 �� An original assures that changes wili not be obscs�red as may ocaur when documents are reproduced. � AIA DOCi1MENT G701/CMa • CI3ADiGE ORDER • CONSTRUCTION MANAGER-ADYISER EDITION • 1993 EDiTION • AIAm �01993 • THE A4IERICAN INSTITUTE OF ARCHITECIS, 1735 NEW YORK AYENL'E, N.W., WA5HINGTON, D.C. 2000b-529? WARNiNG: Uniicensed photocapying violates U.S, capyrigM laws and will su6jeci the violator fo legal p�nsecutian. , G7Oy�CMB � 1�STR�3�Z1t�N ��EEZ .. � � FU�R AIA D()GL'•�iENT.G?U1/C�ta, CHANGE ORIJER . C.ONSTRI:C: i'10iV MANAGER-ADVi.SLR EDITIUN . A.. GE3VERAL lNFflRMATION .� • . . i. Purpose ' . Tlvs eineumrnt 1..� inteneiesi far usc tn implemendnfi rh:an�,Tr� 3n �he �Y'uri: afireed t� b� thr (hi-n�r, Ci�nstructi��n 14;tnager, - Arch3t«Y and C:isntraCtnr I:xecution e�f a enmpl�seci G7U1/Cl�ia fi�rm indic�tc�s a�erc:rment upun all the tcrms nf the change, �• luduciin� an}f changc,ti u� thc C,uitracr Sun� (c�r Guarantecti :tiiaxirnun� Pricr) and (:qntracr Timc. In cunuast, � Documrnt � G? 14/Cd4a, Cnn�trurtion Gl�nge D1rrc�ivc. C�natruc7i��n .l�i:otnagcr-A�lr�iscr Ediiic�n, shouid be useti 9n situ�tlnns whrre, for wi�atcti�er rcast�n, the Uwncr �nd Can[ractur l�vc nut.rexai�cd agreement upan chr Prnp�,S�d cl�iangrs in Contrac.t Sum nr Cr�ntract Timc, where �han� in [he �i�ric ncsd w hr implemenrcct cspc�diUuu5ly in ortier te� avnId a driay ln cite Proiect. 2. Rela#ed bocurnents . ' • Thi.�s•cic�cument was prrp�md fi�r u�+e undrr the trrms uf �1L� Documrnc �1?p1/Ctiia. Gen�l Canriitiun,s of tl�r Cantract fnr Cc�nstrucdcm,. CUnstruction ,�iana�cr-�cl� isrr Edidon. . � 3. �Use af Curreni Doc�ments � Pr3ar t�� usi'ng �np.1I�l, dc�rt�ment, the uscr shouJd cvn.guli thc r�111, an Ai� co�npqnent riiap�er ar a rurrenc Al�, Documenrs • L1.St to deaerminr [hc curr •rnt etiitlqn �t c: i�h ��rum�nt. 4. Llmited Llc�nse fer Aeproductton � �I.1 n�n'ument G7(l l/C:�3a is a ct�py�ri�trc� wnrl: an�i tn�y nc�t hr repraducrd ur esccrptcci ��om in substantfal nart n�itliout � ci�c rxpe writtrn prrmission uf the AI.�. TIZC C�701�IC.13� ducument i� intendcd tu he uscd a.� :� con��um:�ble—th�t Is, d�z . original �lacumc�u purel�asrd by thr usrr iy lntcndcd tu be c�n5umecl in tl�r rUUrae nFb�ing uaed. 'I'h�rc Is na impiied per- . mi.ssiun te� repmdu�-e this dururncnr, nt7r dnc� n�cmh�rshlp in thr M�erican,la5titute i�f Arc:hitects cunfer an}= fui�iher right� w rcpn�duce C7p UC1ia. � � • A tinueeci �icensc is h�rcbp gr.xnred to i purd�asers ro repn�dure a maxin�um of rea� rnrt��s �f a con�plecrd ar txecuted C;U1/C.�ta, but anly for usr ln cAnnrcaon with a p:uticular ProjrL�t. ' H, COMPLETING THE G7Di1CMa FORAA � � 1. Descriptton af Change in ti�e Con#ract • � . In�crt a dztailed cicscription of �c d� :u7ge to hc m:tdc in che Can[r:iCi by il]iti Ch�n�c Order inciuttlab any Drawu�gs. Speci�ra- tions,•documzntti ��r uther su��e�rtin� daia tt� clarif�• thc gcc�pe c�f thc c��ange, . 2. Determinaticn of Cosis � � � ' ,'In�crt �he fulln�ving.inFormadon in thc blanl:.s pravldetl, and �trike croc the terms iri parentheseti tl�at da ni�t apply: ' al �l�c origin�l Conrr7ct Sum or Gu�anteeti �IaXimum Price; • ' ' ' ' • b) the i�t �h:��gr b;: previously suchorv�si Change Urder (nuce chat tilu dn� nat inciude chanctes :iuthorin-d by Col�- strucsion Changz Direcrive unle» surh a chanGc ws� suasequcntly 7�•rrci ta hy thr Gnntractur and recc�rded as a Changr � Orcirrj; s • • c) [he Ct�uttaci Sum or Cu::r.unrced ;�iasimum Price prior i� d�is Ch�ng� Ordcr; • ei) �i�e an��unt pf inere�isi ur circr��a,gr, if ang. In the Gantraet �um c�r Gu3ranec�d b�ximun� Price; and • r) rhe ncw Contrr:ict �um or Guar-sntccd �i:LZimum Prirr ys �d�usted by thu Chaagc Ordr.r. 3. Changa in Cantract Tlme . • � � � In�rn tlt� fallaw-ing infqcmadnn in the bL�ual+s proFridtxl. �nd su�kr nur thc tcxm.�; in parenthc.�cS iv:it ctn nat ap}�ly: a) in numher oF ci�ys� t��e lncrra�sr or decrra.�r. ;r :v,y in rhe Contrsci Timr; :inci h) tizc. datr of �uh,�L�ntzil Cainpkrion, inclucling an� adjustment effrcud hy this C.han�: Ocdcr. . . �. FJCEL'tJT10N flF THE DOCUMENT � � � �Vl�ei� the (hvner, C�asttuetion ,41�nagcr, Arct�it��cK :tn�i Cnncract►�r l�:tvr rc.�chcti arrc�•mrnt cm thc rhang�: tn be rnaacie in thc ' : Ciin[r.��t, Inciudin� any adjusUnent� in rb� C.��ntrai�t Sum (or Gu�ranteed �L7xunum Pricr) and Cnntrart Tlme, th� Gi01/(:,�+ia dacumcnt.shaulc3 hc caccutc�l in qu:xiru�sllc�acr h�• thc tw� parties, thc Cons:rucsion 11:uraficr an�i Arc3iit��i, ra�h of whom rcr��i�.q an �ir3�lnal, � . ' ' ' . � , � , . Prb�frrlwlRrcy�PrtJ�er' � ' . � • Aeprinfed 1/94 ' . �� ii.+R � . . Y31,7.+:4.s�12173' i.�[.l.E�.YE)12.,t'E'ii:5� � ' � . Prc,�a a� rts��tr C t t�s: r.ri�fi r�rr� iri � CEtEBRATIf�G��YCARS 5270 West 84 Street, Suite#550 MinnmpoEs, Minnesota 55437 Change Order Valleywood Clubhouse Project # 1104 Tel: Fax: Date: 7/2/2012 Contractor: Architect's Project No: Ma�oc Steel Erectors, Inc. Contract Date' 840 6th Street NW Contract Number: 510 Po Box 344 Change Order Number: 002 Maple Lake, MN 55358 The Contract is hereby revised by the following items: RFCO #11 PCO Item # Description Amount f2FC0#011 001 Field weld beam to column connections where holes were to 250 be punched during fabrication and provide connection clips where basement beams did not reach bearing walls as fabricated. The original Contract (s) Value was .......:................................................................................ 31,000 Sum of changes by prior Change Orders ..............••-................................................................ (100) The Contract Value prior to this Change Order was ........................................................... 30,900 The Contract Value will be changed by this Change Order in the amount of .............................. 250 The new Contract Value including this Change Order will be ........................................... 31,150 The Contract duration will be changed by ............................................................................... 0 Days The revised Substantial Completion date as of this Change Order is .................................... Pro%g Manager Printed on: 7/2/2012 Bossardt Page 1 !�' �HANGE ORD�F� . o � R . � Pco # 3s - CONSTRUCTION MANAGER-ADVISEH EDiT10N CONSTRUCTION MANAGER C} _ AIA DOCUMENT G701/C a� ,� ARCHITECT ' [� ,�� '� � ��'�� °�'� � � �U�� CONTRACTOR [� • FIELD ❑ (Instructions on reverse side) OTHER O PROJECT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: 1140-01 (,Yame and address) CITY OF APPLE VALLEY 7100 WEST 14'7TH STREET IIVITIATION DATE: 07/02/12 APPLE VALLEY, NIINNESOTA 55124 TO CONTRACTOR: - PROJECT NOS:: 1104 pvame a�tct address) pj�jV�R RESTAURANT & EQ�JIPMENT COMPANY 7120 NORTHI.AND TERRACE CONTR.ACT FOR: Contract #1140 MINNEAPOLIS, MINNESOTA 55428 ood Service Equipment � . ' CONTRACT DATE� ' 1/12/2012 The Contract is changed as follows: . Provide labor and material as necessary to complete the work for PR#20 & SI#23 . noted on the attached • Page 2 ' . tVot valid untii signed by the Owner, Canstruction Manager, Architect and Contractor. • . The ori�nal (Contract Sum) ( ) was . . . . . . . . . . . . . . . . . . . . . . . . . . E 154,581.00 Net change by previousiy authorized Change Orders . . . . . . . . . . . . . . . . . . . . . _ . . , . . . . . . . . . . . S 0.00 The (Conuact Sum) ( ' ' e) prior to this Change Order was , . . . . . . . . . . , 3 154,581.00 The (Contract Sum) ") will be (increased) (�edc�c(xsn�txd�p� by .this Change Order ......:.. : .............',...,........,.............. ........ 8 405.00 The new (Contract Sum) ice) including this Change Order will be ..; , i� 154,986.00 The Contract Time will be ed) (unchanged) by . . . . . . . . . . . . . . . . . . . . . . . . . Z�o ( '�' ) days The date of Subsranual Compietion as of the date of this Change Order therefore is .,..,,,,, unchanged. NOTE: This summary does not reflect changes in t�e Contract Sum, Gontract TIme or Guaranteed Ivfaximum Price which have been authorized by Constructian Change D'ucctive • BOSSARDT CORPORATION CNH ARCHTTECTS ' CONSTRUCTION MANAGER ARCHITE 5270 Wst 84th Street, Minnea� olis, Minnesota 55437 73�00 West 7th Stre Ste. #504, Apple ley, Minnesota 55124 ADDRESS ' ADD ' s � g•��v BY DATE BY DpTE ' PRENIIER RESTAUR.ANT & EQUIPMENT COMPANY- ' � � CONTRACTOR 7120 Northland Terrace, Minneapolis, MN 55428 MARY �fAMANN-ROLAND MAYOR � DATE . � RE�s .: ATTEST: p f �' � l GZ �"�'�� PAMELA J. GACKSTETTER, CITY CLERK DATE BY D E . CAUTION: Yau � should use an original AIA docvment which has this caution printed in red. �� An original assures that changes wiil not be obscured as may occvr when documents are reproduced. ;�,� AIA DOCIJMENT G7�1/CMa • CHANGE ORDER • CONSfRUGTiON MANAGER�'ISER EDITION • 1993 EDITION • AIAm �1y93 • THE AMERICAN INSITTUTE OF ARCHIT'ECTS, 173� NIEW YORK AYENL'E, N.W.. WASHINGTON, D.C. 20006-5?92 s WARNING: Uniicensed photocapying vioiates U.S. coQyrigtrt laws and will subjeet the violatar to Iegai prosec�ition. , G70y/CMa-�992 1��TR��i'iOIV �HEEZ � � � FC�•R AIt1 DC)CL'•►��ENT.G?UI/Glbta, CHANGE QRIa�:R . CONSTRI:(:T10N NlANAGI;R-AllVTSI:� EDITIUN A. � GENERAL INFORMATION � . � i. Parpose • This dacun�rnt !.y intencied far usr in im��lcmrndn� rh:u��, in thc a'urk x�rted t� bg the Owncr, C:�nstrucci��n lixna�c:r, �- r�rchit��K and Ci�ntrartnr. F:aeilidan c�f a cnm�Jcsrcl G7U1/Cl�ia fium incii��atc:� ;ier�rment u��un all the terms of the change, � iucludin� anp changes in thc 1;,mtrarr Sun� (c�r Gu•rrantecd :yiaximum Price) anci C:pntracr Time. In cantrast, e1IA D�cun�ent � G' 14/C.dia, Consrrurtinn Gl�nge Dirrrdvc. L�nStruc73�7n Ytanagc:r-ri�ir9scr Fditic�n, shaulcl be use�i 9n �in�attons where, F�r whatever rca5an, thc Utvner and C:ontractur laavc nut.rracl�cd agrremrnt upan the Propoted rfirnges in C•c�ntrart Sutn or Crmtract Time; anc� where �h3n�cs in the Wi�rk n��d co he implemenred exprdittuusly� in c�rtirr ta av�Id a drJny 3n thc Pro(ect. 2. AelaterJ bocuments . � • TlZis de�rumcnt �as pn:�:ved fi�r a5c under thc: terma c�F �1t�\ Documrn� r13(� l/(:tia, Gcuzrai Cunditions of thr Contract fnr . Cc�».�irarticm, C�nstn�ction ,�(anaRcr-Acl�i.srr Edition. . 3. Use oi Current Dacvments . Prl�r tc� u�ii�� :�nS=.1Ir1 dc�rument, the usex sl�c�uld re�nsult thc r11A. an AI� evmpqnent rhanter c�r a currenc Alr1 D��ruments • Ltst ro detcrminL thc current edId�n of c:ach �Ie�cumcnt. � 4. Llmited Llcense for Reproducilon � . :1IA no� U7()1/C:�ia is a cun}�rS�hted w�7rk ana may not hr repmducrd ur �xccrgtcd �rom In substxrutal put nrittinut � tl�e r��rrs� �7itten prrnussian oF thr .�11.a. Ttic t77()1�1C.ti�a document i.y intcndcd tu he uscd a.� :� ��.�n�umabte—that !s, cl�e . original �locumciu pun:ilasecl by chr usrr i� hu�ndcd tu be �onsumect in the courae nf being u5etl. 'I'hrrc Is no impiied per- . mi�siun te� reProduce this dueurncnt, i�c�r dex� memhcnhlp in d�r America�.Iatiticuce��f Arc:3�itects cunF�7 an� fui�iher righw tc� rcnn�duee G7� L/C31:t, . ' A t1n�Iced license is hereby �+r.inted tn recail purchaaers ta repn�dure a m�xiruum of ten raniea of a cnn�pletrd t�r execuied G; U1/(:�ia, buc ��nly Cor usc In cunnr�cion c�ith a parttcular Pro�rrt. ' B, CDMPLETING THE G7011CMa FORP,A ' 1. Descriptlon ai Change tn the Contract • � . 1n�ci�t a dztailed cicscriprion of �hc chi'ui�e to be madr in thc Cnnrr,ict Uy chis Chan�c Orcler, inciu�iing any Dra�ui�,s, Speiifi� tions. dorument� ��r c�ther sup�t�rtin� data tn cLuif�� the 4cc7��e af thc ct�ange. 2. Determination of Cosis � ' � ; In�c:rt tt�e C�llawing. iafurmattnn in thc hlsnl:.s pravtdecl, and str3ke t�ur the trrms iri parentheseti tl�ac dn not apnly: ' aI cltc ori�inal C�ncr.icc Sum or Gu�rantec� �+1�rimum Price; •� � � � • - h) �hc n�s Ch:11]gC h j prcvinusly :�ntharv_eci Chanfie t�rsler (nutr that thi� da� not incitidc changes :tuthurind by Coi�- structicm t;hangz Dirrrtiv� unle�s svcll a rh��gc w:�� subs�que�idy ay�•erci tc� L�y [hr Gancr.tcwr xnd rec:c�rcied �s a Change Ortirr); � • . ' c) fie ConttacL Sum or Guar.inrc�d 1ia.Yimum Prirc Prior tc� tizis Chang�• Ordcr; • a) �l�e em.�unt uf in��rrasc �yr ciecn�asr. if anp, in the C.pnuhci Sum t�r Gu3ranceecl ;�taximun� Price; and � e) the ncn C�nt�:ict �uin or Guar-antccd ;ri:�imum Price a.ti �djustrd by thu Change ()rdt.r. 3. C�ange in Contract Ttme � �, Insrrt th� fnllowtn,� incnrmatlon in the bl�nks proFridccl, �nd �trik� Uut chc tcrms in parcnchc:ses chat cic� nut appiy: a) in number of dars, t��e incrrase or �ecrca.�r. IF ar1y, in tht Cantnct Timc; anci }]� CI1C CL1tl' Of SUI75t,'illtj:iJ CD117}7IGf1U11 includiny w� adJusuntnt et�ectcd hy d�is C:hang� O�cicr. . . C. 6JCECUTION fJF 7HE DOCUM�NT� •� �V(lei� the (ht�ner, Cnntiiruction Nlanahcr, Archi�cct :tn�i C.emtracr��r l�:�vt rc:iched arrciment nn die change to bc macle in ti�� : Ceincr.�rr, inclu�iin�; any adjustment� in rhe C,untra�t Sum (or Gu�rantceci l�I.n:cunum Pricr) and (:nntrart Time� the G701/C��a document.shaulcl he rxecutr�l in qu:xiruplirzte hy thc twa partic�s, che (;pt�,�tivecion 1�9an�grr ana Arcliitert, caeh of wliom n:rrii�.� an <iri�;lnaL • ' ' ' �' , • • � . � , i'�i»►rar! wt Rrcyclrr! Prtper ' � . . Aeprinied 1/9, • � , � �� 'sr:r.+;�;+.ittr�° C:tzr�,t•��,t�ra�y�: 1', �?`zis.r..tecff E r�r�s �:ac�rr r k,-r�•izrs � CFiEB RATING'"�'� Y GAAS 5270 West 84" Street, Suite#550 Minneapo6s, Minnesota 55437 Change Order Valleywood Clubhouse Project # 1104 Tel: Fax: Date: 7/2/2012 Contractor: Architect's Project Na Premier Restaurant Equipment Company Contract Date: 7120 Northland Terrace Contract Number: 1140 Minneapolis, MN 55428 Change Order Number: 001 The Contract is hereby revised by the following items: PR #20 & No Cost SI #23 PCO Item # Description Amount PR#020 002 Provide Stainless Steel panels between the backbar 405 refrigerator and dry storage cabinet and the end panel SI#023 002 Relocate condensing units, pads & power to just outside of the 0 restrooms on the main level The original Contract (s) Value was ..........:............................................................................. 154,581 Sum of changes by prior Change Orders ................................................................................. 0 The Contract Value prior to this Change Order was ........................................................... 154,581 The Contract Value will be changed by this Change Order in the amount of .............................. 405 The new Contract Value including this Change Order will be ........................................... 154,986 The Contract duration will be changed by ............................................................................... 0 Days The revised Substantial Completion date as of this Change Order is .................................... Pro/og Manager Printed on: 7/2/2012 Bossardt Page 1 �� , CHANGE ORD�R � OWNER ; �c PCO # 39 � _ .AIA DOCUMEON MA�NC �SE� �D�T��N � � � ION MANAGER � � � �� € � ��,�� CONTRACTOR � • C � f FIELD ❑ (Instructions on reverse side) OTHER ❑ PROJECT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: 2100-02 (Name nnd addrnss) CITY OF APPLE VALLEY 7100 WEST 147TH STREET IlVITIATION DATE: 07/02/12 APPLE VALLEY, MINNESOTA 55124 TO CONTRACI'OR: . . PROJECT NOS.: I104 (�vame a�:d address) $j��_�NZEN FIRE PROTECTION . 8063 STERLING DRIVE, SUITE 101 CONTRACT FOR: Contract #2100 ST. JOSEPH, MINNESOTA 56374 Fire Protection � CONTRACT DATE: � 1/12/2012 The _ Contract is changed as follows: • Provide labor and material as necessary to complete the work for PR#22 . noted on the attached � gage 2 . , Not valid untii si�nea by the �Nner, Construction Manager, Arohitect ansl �ontra�tor. • . The original (Contract Sum) ( ) was . . . . . . . . . . . . . . . . . . . . . . . . . . . E 37,560.00 Net change by previously authorized Change Orders . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . , . i 0.00 The (Contract Sum) ( ' ' e) prior to this Change Order was . . . . . . . . . . . . ; 37,560.00 The (Contract 5um) ') will be (increased) �a{a�nged) by this Change Order ......... ..............'..........,... .................,.... i 2,882.00 The new (Contract Sum) 'ce) including this Change Order will be ..; .� 40,442.00 The Conuact Time will be ed) (unchanged) by . . . . . . . . . . . . . . . . . . . zero � ,-0- ) days The date of Substanual Compietion as of the date of this Change Order therefore is ..,...,,.,unehanged. NOTE: This summary does noc reflect ehan�es in the Contract Sum, Gonuact Time or Guaranteed hiaximum Price which have been authorized . by Gonstruction Change Directiva • BOSSARDT CORPORATION CNI ARCHTI�CTS � . CONSTRUCTION MANAGER ARCHITECT 5270 Wst 84th Street, Minneapolis, Minnesota 55437 7300 West 1 7th Street, te. #504, Apple Valley, Minnesota 55124 ADDRESS ' �D �' 7 z.s � ��.� BY DATE BY DATE � BRETH FIRE PROTECTION - � ' ' CONTRACTOR 8063 Sterlin�D,�ive,..�� t Joseph, Minnesota 56374 MARY F[AMANN-ROLAND MAYOR '�PcT� � � A'ITEST: . -�� PAMELA J. GACKSTETTER, CIT'Y CLERK t"7 AT �. '.�,y'____"__.w �----"""'- D� - _ CAUTION: You � shouid use an original AIA document which has this cauti�on printed in red. 1 �� An original assures that changes wili not be obscured as may occur when doc�ments are reproduced. �� AIA DOCl1MENT G7�7/CMa • CHANGE ORDER • CONSIRIICTION MANAGER-ADYISER EDITION • 1993 EDTI'ION • AIA� �1993 • THE AMERICAN INSTiTUTE OF ARCHITECTS, 1735 NEW YORK AYENL'E, NW, WASHIIIGTON, D.C. 20006-i292 WARNWG: Uniicensed photacoQying violates U.S. copyrigtrt laws and wil! subjeet the vialator to legai prosecution. , G7O�I�CMH-'�992 I�STR��Ti�N Sh1EE� � . FL7R AfA D()CL'•��lENT. G?UIIC;�ria, CHANGE OR]a�R C,ONSTRI:t;T10N NIANAGI:R-A1�V1,5L�t EDITIUN A. � GENEAAL lNFflRMAT10T1 � � � 1. Purpose � This clncum�nt 1.5 lntencied tor u,�r in implc�nendng ch3n�,*rs in tfic �G'urk afireecl t� by thr Own�•r, Gan�tructinn 1�ana cr, Arch3t��rt ai�d Cuntrartor. Fa►ecZitic�u c�f a cnmpl�tcd G?U1/C1�ta Carm indiratca ;igrcrnicnt upun all thr rcrms pf tizr cha � lncludin,� an}� chaugc,ti in the C;untcarr Sum (c�r Guarant�cd :4faxlrnum Pricc) and (:c7nrracr Timc. In cuntrast, AI�1 Document � G'I�/C�ta, Cnnstrurcinn GliangC nlrrrd�c, Concwctiun �lanagrr-rl�lviscr Edirinn, shnuld b� use�i 1n situatfpns whrre, f�r whatevrr rcasnn, thr U�vner �nc! C:onti�ctur I1ave not.re�ani�ed agrreruent upnn the Prppo,Sed rhangrs in CUntrart Sum c�r Crmtract 7imc; and �vhere cfi:�n�c.� in the Wi�rl: ne�d w he unplemrntccl cxpc�iitiuusly in c�rtirr io av�Id a dc9ay In thc Project. 2. Aelated Docstments , ' • This dorument was prc�ared fur use under ihr term5 c�f AI.� Documrnc t11AllCtiia. Gev�i CUnditi�n4 nf the Crni�ract Fc�r CnnStrvrticm, C;�nsuucti��n ,Ytana};cr-Acl� i.Srr Edition. . � 3. Use of Curreni Docaments � �� Pri�r ta using :�np AI�I dc�cument, the user sl�ould ronsulc che r1W, an A1:1 enmpr�nent rhanter c�r tt currenr AlA Dc�cuments � LJst tn deicrminr �hr current edldt�n oF c:.;ch tlucumcnr. " 4. Llmited LicEnse far Repreduc!!on • �L1 n�n�umenr G7()1/C:�ia i� a cc��yli�hted wnrk ind m�p noc hr repmdu� �u exrcrptcd Ptom in sul�.stxntial plrt wic$out il]C CS.]7YC35 R'f'1UCri PCTI111SSIOIl t)F t}1C AI.�f Tlic t�7()I'IC.'�]a ducumrnc i� intcndcd tu he uscd a.� :� rcm,un�ble—tUat Js, Yhe . original �lacumctic pun:i�asec! by thr user i� intcndrd tu bc �onvun�ect in tl�e caurae c�f bring u.�eti. '1'hrrc ls no Implied �cr- , missit�n te� rr�arndu��c this ducumcnc nnr dac� memhrmhip !n tf�e ameri�an.til5titute�of Architects confer any fuiKhrr righw ta rcpn�durC C7p I/C.'�is. • • A lin�ited liccnsr is hcrebg granred tc� r�tail purv�asers tn repn�dure a maxin�um of ren ��rte� of a complesrci c�r �aeruced C7U1JC:�ia, fiut c�nly for u5c 1n connrr�i�m rvith a narticular Projrct. � H, COMPLETiNG THE G70i/CMa FORPJI � i. Descriptlon of Change in the Cor�#racf • � , tn�ci�t a dztailed cle.ticripcion nf che change to be m:ade i» thc Cnncract by :his Change Order, ulciudln�; apy Drawin�, Sprritica- tions, cloriunenta ar uther sup�ortin� data tt� cl:uif�• thr 4cnpc: c�f thr change. � 2. Determinaticn of Cosis � � ,'In�crt thr follcawin�.inf�xmauan in thc hlank�s pravided, and strikr aur the term,5 iri parrntheses tltac da niu apply: ' su �h� oriqinal Cc�ntr7ct Sum or Guarantced �t�ximum Price; • ' ' ' ' • - b) the n�t ch�ngr hv prcviously audiarved Ch�ngr c�rder (nute ch:�t rhw dne� not inci�uic chaiifies nuthuri��cl by Con- structicm Changz I�iirrriv� unle�s such a c}��gc ws� subscqucndy agrrrci tc� hg the Cnncra�tor 3n�i rccUrcird as a Ch�ngr Ordrrj; s • � c) [he C�ntr.aci �um or Guar,inrc�d ;4iasimuin Prire pdor �o th1� Chan�� Ordcr; • d) cit� am��unt uf incrr�sc i�r drer��,g�, if anp, Jn �h� Con�raci Sum c�r Guir.�ncc�d :�iaximum Price; and • r) the ncw Cont�acL �um or Guarancrcd ;►i:�rnum Pricr :�ti ��i�usted by this Chan�c nrder. 3. Ct�ange In Cqntract�Tlme • ,= y. - � Ins.ert th� fi�ll�wins� lnfarmatlon in the hlanl� proFldccl, and strikr c�ut che terms in parenthe:sca cl�at dn nut appl��: a) in numher oF eiays, tl�e inerrasr or deCrra.�, i� arty, in thr Cpntraci TImr; :snc! h) titc date nt Suhs�nti�l Cotnpletion, induding anp adJusuntnt effectcd by d�i� Chang� Oalc:r. . , C. F,3CEClJ7ION OF THE DOC�IMEN7' •• � � Wlien th� (ht�nrr, Consiruction ltiixnagcr, ArchiRCt an�l Cnnrractar l�avt; reachecl ac;rrLment cm thc rhange tU be mxeie in th� � , Ctintr.��t, lnciudin; ��y ��justmcnt, in tht Cuntra��t Sum (c�r Guarantced �L•tsunum Pricr) and Cnntrart Timc, thi: G701/C`1a dc�cumcnc.shauld hc cxrcutc�l in quaciruplicatr h�• thc twp Partic�, thc (:t�n,�tructit�n til:tnagcr anci Arc3iitect, ��ach of whom rc�rainx an �iri�;ln:�l, . ' • � ' , • • � � , . YrJutrr! wi JCecyclrr/ PiiJf�r ' • . . Aapdnfed i/9�1 ' . I �� [scr.y;�,+��t�a�1' C.tf�z.a��tsEt,t'r�t�*� 1're�iess:;!e�iuEertct�,r.art��r!,�:t'r�;r:e . � fiELEB&.�TI1vG''j�Y'6ARS " 5270 West84" Street, Suite#550 Minneapois, Minnesota 55437 Change Order Valleywood Clubhouse Project # 1104 Tel: Fax: Date: 7/2/2012 Contractor: Architect's Project No: Breth Zen-Zen Fire Protection, LLC Contract Date• 8063 Sterling Drive, Suite 101 Contract Number• 2100 St. Joseph, MN 56374 Change Order Number: 002 The Contract is hereby revised by the following items: PR #22 PCO Item # Description Amount PR#022 d01 Provioe a dauble check baive backfiow preventer and meier on 2,882 the fire protection service The original Contract (s) Value was ........................................................................................ 37,560 Sum of changes by prior Change Orders ................................................................................. 0 The Contract Value prior to this Change Order was ........................................................... 37,560 The Contract Value will be changed by this Change Order in the amount of .............................. 2,882 The new Contract Value including this Change Order will be ........................................... 40,442 The Contract duration will_be changed by ............................................................................... o Days The revised Substantial Completion date as of this Change Order is .................................... r , Pro/og Manager Printed on: 7/2/2012 Bossardt Page 1 � � �HANGE QRD�R � ow�vER � Pco � 40 - CONSTRUCT10N MANAGER-ADVISEA EDITI�N CONSTRUCTION MANAGER � _ AIA DOCUMENT G701/CMa ��y� � g�p12 ARCHITECT ' �f � �.,�� corr�croR � � FIELD ❑ (Instructions on reverse side) pT�g � PROJECT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: 2200-OS � (,�ame a�id address) CITY OF APPLE VALLEY 7100 WEST 147TH STREET IiVITIATION DATE: 07/02/12 APPLE VALLEY, MINNESOTA 55124 � TO CONTRACTOR: � PROJECT NOS.: T104 (Name a�td address) JjNj Njjjj� PLUNIBING, IN�.'. ' . . 780 - 19TH STREET CONTRACT FOR: Contract #2200 , NEWPORT, MINNESOTA 55055 CONTRACT DATEP��'b;ng ar'd �P;�� I/12/2012 The.Contract is changed as follows: • Provide labor and material as necessary to complete the work for PR#25 . noted on the attached � Page 2 � . ' Not valid until signesl by the Owner, Construction Manager, Architect and Contractor. � . The original (Contract Sum) ( ) was . . . . . . . . . . . . . . . . . . . . . . . . . . f 204,692.00 Net change by previously authorized Change Orders . . . . . . . . .'. . . . . . . . . . . . _ . . . . . . . . . . . . . . i 9,054.00 The (Contract Sum) ( ' �e) prior to this Change Order was . . . . . . . . . . . . S 213,746.00 The (Contract Sum) ') will be (increased) (��g�) by .this Change Order ......... . .............'.....,................................. i 565.00 The new (Contract Sum) ice) inciuding this Change Order will be ..; .�" 214,311.00 The Contract Time will be�(��ed) (unchanged) by . . . . . . . . . . . . . . . . . . . . . . . . zero ( -0- � � The date of Substantial Completion as of the date of this Change Order therefore is ..,...,,, unchanged. NOTE: This summary does not reIlect changes in tlie Contract Sum, Gon[ract Time or Guaranteed ltiiaximum Price which have been authorized by Construction Change Directiva • BOSSARDT CORPORATION C NH A . CONSTRUCTION MANAGER �C�� 5270 Wst 84t Street Minnea olis Minnesota 55437 7300 W st 7th Stre Ste. #504, A le Valley, Minnesota 5512�1 ADDRE55 ' ADD ' 125 � �j'G•12. BY DATE BY DATE ' JIM MLJRR PLUMBING, INC. _ ' . . , CONTRACTOR � 780 - 19 Street, Newport, MN 55055 MARY HAMANN-ROLAND MAYOR � DAT'E � D 5s ATTEST: � � �`'"—'° �'� f �' � � �"`- . PAMELA J. GACKSTETTER, CITY CLERK DATE BY DATE CAUTION: You � shouid use an original AIA document which has this caution printe�l in retl. �� t An originai assures that changes will not be obscured as may ocaur when documents are reproduced. � A!A DoCiJMENT GNi/CMa • CHANGE ORDER • CONSTRUCfION MAIVAGER-�DVISER IDITION • 1992 EDTI'ION • A1A� �� OIJ93 ' THE AMERICAN INSIITUTE OF ARCHI'IE�TS, 1735 NEW YORK AYENL'E, N.lo, WASHINGTON, D.G 20006-5293 `�.-.'_�'oa,�� WAHNWG: Unlicansed photacaQying violates US, eapyright laws and will subjec! the violator to legai prosecution. , G7OyICMB-�992 1�ST��i�ZIt7N ��iEE�' � � t � FC��R AI�► D()CL��fENT.G?U1/ClYia, CHANGE OR1��R . (;pNSTRt:CT10N MANAGL'R-ADVT.SL�t EDITYUN . A.- GENEAAL lNFaRMATION � . � � 1. Purpose � This ciacuni�•nt ls 3ntencied for u.yr in implcmenNnfi rban�;rs in [lic a'urk ngrt�rd tn bg the Chvner, C"c�nstrucdan ,tilana�er, - ��rchitcrt and Cuntrarmr. I:xecudt�n c�f a rnmpletrd G7011Cyia fi�rm indic�at�� ;i�nrmrnt upun all th� r�rms pf the change. � Iucludin� anyf change.+ in the C:�mtrart Sum (or Guaranteed Maxirnun� Price) auc� C:rantract Time. In cuntrast, r1IA DoCUment � G'l�/G�4a, Construrtion Gliange Dirrrrive, C�n4wcti��n l�tanagc:r-r1�l��iscr Fdi[ion, shauld br u5nt in situatlons whrre, foc whatcver rcast�n, the Utvncr anci C:oncractur l�avc nut.rearilcd a�rremrnt upan �e PropaSed rhangrs in Cantr3rt Sum or Cr�ntract Time; and �vherc �hanAes in thc Wi�rl: n�ed co he implemcnrctt espc�liUuusly in nrttrr te� a��Id a drlay tn d1e Project. 2. Aelated Docaments . � • 7'hi.�s da��umcut was pri.��red fi�r t�c undcr thc tenns e�f �1L1 Document A1pllCtiia, Gcneral Canriition� oF thr Crnz�ract For • Con.Stroctic�n,. C:onstnicti��n Mana�;cr-Aclvisrr Edition. . 3. Use oi Currenf Dacaments . Pr3or ta usin� :�ng 11Ir1 dc�cument, thc user shc�uld consulc tlzc �lA. an AIA component rhapter c�r n currci�r AlA Dexumcilts • Llst to cieeernii�ir chc cuirent editlon �F c:a�h cte��umcn�. 4. Llmited Llc�nse far Reproductlon � . r1Li Dorumcnt G7()1/C�3� i� a cupy�ightrd wnri: anci u�y ncu hr repradured c�r �xccrptcd from in sula5[antial part n�ithout tl�c r��ress ��ritten nrmiission uf the AIA. Thc G701�1C;�;ia documrnt i� intcndcd tu he uscd �.�s :� �answnable—tt�at ls, chz . originaJ �l�cumctu pur�iiased b,r' chr user is lnt�nded tu be ��nsun�ecl in t�c cnurae nf b�ing u:�ed. 'I'here !s no iiripiird per- , missiun ta rePmdure this di�cument, nnr doc� mcmhcrship in thc Amrrica�.la5dtute��FArci�itects confi:r any fuiKhrr rights tc� rcpn��urc G7p I/C.�fa. . A lin�ited lircnsr is hcreb} �r.xn�cd tc� rrraii purdr3sers to rcpre�dnce a maximum of c� rorles of a con�pletrd c�r �xcc.vted G; Ul/C�ia, but nnly [or usc !n c��nnrrdon �ich a�:uticular Projrct. ' B. COMPLETiNG THE G701/CMa FORPJI ' i. Descri�tta� of Change in tfie Can#rac# � � . ln�crt a dzsaileci cicscripcion of chc ch:uigz to hc madc in chc Cc�nrr.ict by chis Changc Order, inciuding acty I�rawL�q,s, Sprrifra- tions� clocumtnts ��r t�ther sup�c�rtln}t data tt� cL•uif}• thc 4cc7pc c�F thr c}�ngc. � 2. Determinaticn ot Costs � � ' ' : In�crt thr following.intom�atian in thr hlanks prt�vided, and strlkr c�ur the trrnis iri parenchrseti �l�ac �n nnt apply: ' ;q �h� original Ccantract Sum or Guanntes� �tasimum Price; • ' ' � ' • - b) thc nzt changr by prcviously :�uciiorv_csi Ch.uige Order (nutr that chis dn�s nnt includc changes :iuthurin�d by C�n structicm ChanKz D3rrctive u�le� su�h r chan�e �,� subs�quu�dy a�•erei tc� hy [I�C Contra��tar and recardrd as 1 CUannr Ordrrj; s • . • c) che C�nttaci 5um or Gu:ir,tn�c�d !r[aYimum Pr1ee prior ta thL� Ch�n�• Order; • d) �ii� amaunt uf incrrasc ar ciecn�as�. if anp, in the C.on�.r:�ci Sum c�r Gu3ranccrd M:�ximuna Pricr; and e) rhe ncw Conn�act ; um or Gusrsntecd ��imum Pricr as �d�usted by tl�is Chzngc nrder. 3. C�anga In Contract Tlme � - �, In�rrt th� Fnliowing int�n'natl�n in the bl�nks prii4ridccl and �trike out chc t�rrns in par��nthc:scs that dn not ap}�(ti�: n) in number of eiays, the 6icrra�st or �iecrea.sr. it atfy, in tht Cpntr.u2 T1mr; :uu! h) tile date oF �uhstanti:�! Completion, inclucfing ang adJuStment effi-�ted by d�i� C.han�: Ordcr. . . C. EXECLlT10N OF THE DOCUMENT •� When the (h�■nrr, Consttuc�tian hlxna�cr, Arcl�incc :tn� Cancracrur h�v� rc:iched a�rc�rnent nn the rhange to bc raa�ie !n rh� ' : Ctincr.��r, Inclu�iing anp aclju,�:tment� in rhe Contra�t Sum (ar Guar.�ncced l��L•txunum Pricr) and Cnntrart Timr, thi: G70i/(:.�ta c�ocumcnc shaulcl hc cxecutr�i in qu�ciruplir�cr h�• thc twp p�rtie�, �hc (:nt�,�truc�ion tian�cr :ui�i An:l�itrct, rach oF wiiom rrtaiit� :�n �iri�ln:ti. • ' ' ' . � • . Nrtufrrl �� ltecyrl�Ptrj�er ' • . • Aapdnted 1l94 ' • � �� [��v+;s;aixa�•�� C_'_e��t�•�xtz.;�•e�t�� 1' ,!r 5.'r. C r 12;{aciPt � �rYr,�•r� C�LEH R,tTLI«G �� YEAR S 5270 West 84� Street, Suite#550 Minn�pofs, Minnesota 55437 Change Order Vaileywood Clubhouse Project # 1104 Tel: Fax: Date: 7/2/2012 Contractor: � ArchitecYs Project No: Jim Murr Plumbing, Inc. Contract Date: 78019th Street Contract Number:. 2200 Newport, MN 55055 Change Order Number: 005 The Contract is hereby revised by the following items: PR #25 PCO Item # Description Amount PR#025 001 Provide an additional floor drain at the dry storage room near 565 the doorway The original Contract (s) Value was ........................................................................................ 204,692 Sum of changes by prior Change Orders ................................................................................. 9,054 The Contract Value prior to this Change Order was ........................................................:.. 213,746 The Contract Value will be changed by this Change Order in the amount of .............................. 565 The new Contract Value including this Change Order wiil be ........................................... 214,311 The Contract duration will be changed by ............................................................................... 0 Days The revised Substantial Completion date as of this Change Order is .................................... Prolog Manager Printed on: 7/2/2012 Bossardt Page 1 � CF-IANGE C)RD�R X Pco# 4z � OWNER ; � � AIA DO MENN MA�NC �� CONSTRUCTION MANAGER L�, . ARCHITECT (� - �t€��a � � Z�j�� CONTRACTOR ❑ . � . FIELD ❑ (Instructions on reverse side) pT�g p PROJECT: ' VALLEYWOOD CLUBHOUSE CHANGE ORDER NO.: (.Name a�id address) CITY OF APPLE VALLEY 7100 WEST 147TH STREET � IIVITIATION DATE: 07/02/12 APPLE VALLEY, MII�TNESOTA 55124 � TO CONTRACTOR: PROJECT NOS.: 1104 (,�va�ne and a�tdress) PRIOR LAKE BLACKTOP, INC 17070 REVERE WAY CONTRACT FOR: Contract #3123 _ PRIOR LAKE, MINNESOTA 55372 '• Farthwork/Site U6lities/ . ' CONTI2AC�' Dt1TEAsphalt Paving Demolition 1/12/2012 The Contract is changed as follows: � Provide labor and material as necessary to complete the work for RFCO#09 noted on the attached � Page 2 - . Not valid unti! signed by the Owner, Construction Manager, Architect and Contraator. • The orijinal (Contract Sum) ( � . . . . . . . . . . . . . . . . . . . . . . . . . . E 209,703.00 Net change by previously authorized Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . , , g (4,351.00) The (Contract Sum) (G ' ' ) prior to this Change Order was . . . . . . . . . . , , : . 205,352.00 The (Contract 5um) ( will be �3� (decreased�F�f�f�f�} by this Change Order ......... . ......................... ......................... 8 �720.00) The new (Contract Sum) 'ce) including this Change Order will be .._. ,; 204,632.00 The Contract Time will be d unchan ed b zero -0- )( S ) Y .........................unchanged. � � ) � The date of Subsrantial Completion as of the date of this Change Order therefore is ..,....... NOTE: This summary does not reflect changes in the Contract Sum, Gontracs Time or Guaran[eed Iviaximum Price which have been authorized by Construction Change D3rective • BOSSARDT CORPORATION CNH ARCHTTECTS ' CONSTRUCTION MANAGER ARCHITECT 5270 Wst 84th et, Minneapolis, Minnesota 55437 ?300 West 47th Str et, Ste. #504, Apple Valley, Minnesota 55124 ADDRESS ADDR "' y � �,-� � BY DATE BY DATE ' PRIOR LA KE BLACKTOP, INC. - ' � C ONTRACTO ' � �;'f � 170 evere way, Prior Lake, MN 55372 MARY F[AMANN-ROLAND MAYOR aDD �� ATTEST: . I I PAMELA J. GACKSTETTER, CITY CI,ERK �'(kY� D _ . CAUTION: You � shouid use an original AlA .document which has this cauti�on prin#e�i in re�l. �� An originai assures that changes wiil not be obscvred as may occvr when documents are reproducerl. �� AIA DOCUMENT G7071CMa • CHANGE ORDER • CONSCRUCfION MAWAGER-ADVISER EDITION • 1993 EDITION • AIAO �1992 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AYEiVL'E, N.W„ WASHINGTON, D.C. 20006-5Z92 s WARNING: Unilcensed photacapying vialates U.S. capyright taws and will sabjec! the vialator tn legal prosecutian. , G�Oy/CM8 I��TR��i"ION �HEE �? � � . F{7R AIA D()CL'•�4ENT. G7Ui/C�lyta, CHANGE ORrJ�R t;ONSTRI:C;'t'1C�N MANAGL'R-ADVT,SL:�2 EDITIUN A.: GENERAL lNFORMATI4N � ' � i. Purpose � This clocun�rnt I� intencicd fc�r u,�r in uaplcnnrnting ch:�n�, in thc a'urk ugrr�cl to b} thr O�vn�r, C"cm�rructinn 11�na�er. - �irchit��t and Cnntracror. F,.xecudc�n c�f a cnmplctcci G7q1/C1ia fi�rm indic�tcs 7�rcrracnt upun all the ccrms af d�e change, • including any changcs in the L'�incra��c Sum (c�r Gu•rranteed Maxlmum Pr1ce) auc� C;qntracr Time. In contrast, AIA Document • G' 14lCLi;�, Ccrostrurtinn Cliang� Dlrrctiv�, C�nstruction 1lanagc:r-A�iviscr F.ditinn, shoulcl b� utied In �itu�tk�ns whrre, far wt�atever rc�ast�n, thr Uwnrr ;�nd Contractor l�ave nut.re�ac(ied a�reen�ent upan che rrnpc�,sed c�angrs !n Ce�ntrart Sum or Ccmn�act'I'imc; and �r•here �hangc.�s in thc Wi�ri: n��d co he implemcnted e:cpcditluusly in cardrr t�� av�ld a defxy in the Projeet. 2. Related Docaments . ' • This de�rument vwas pr��arcd fi�r usc under thr trrms e�f �1L� Document r13t� l IC1ia, General Conciiti�n� �F the Contract fnr Con.strucdcm,. C�nsuucti��n ,1�tana�cr-Aclvi.srr Edidon. . � 3, Use of Current Docaments � �� Pri�r to using �n� AL# dorument, the usc:r shotild consult thc �1JA, an AI:� cnmponent cii�Pter ar a rvrrenr A1�1 Dorument� � List m de�ermin� cl�e current edtdc�n �F c:��h dorumnnr. 4. Llmited Uc�nse for Reproducilon � �1IA nocumrnt G701/C:�i:i 1� a cupylFghted �vi�rb anct rnap nc�t hr reproducrd ur rxc�crptcd fiom in yvbscantial part n�ithout � tl�e ra7�ress writtrn prmv.�,sion of tf�e �ilA. Thr G701�1C.49a ducumrnt is intcndcd tu he used �.5 s rqn�wnable—t�at !s, cl�e . original �le�c�.unciu purrhased bq chr usrr i, intended tu be e:onsumzci in the eourae nf bcing uaecl. 'I'hrrc Js no iinpiird per- , missiem te� ri�mdurc chis ducumc�it, n�r doc� mrmhcrship in tf�r Amrrican.latidtute��f rS,rchitects cun��K any furiher right� tc� rcprc�duc:e C70 UG'41s. . . A lin�itcd lictnsr is hcrcbp �r.�nrcd m retaii purcl�asers to rcprodure a msxin�um of tzn rqnies oF a cumplesrd ar exccuYed G; Ul/C:�ia, but ��nly [or usc ln cnnnertion wi[h a�articuJ:ir Prqjrct. • B. CDMPLET]NG THE G70i/CMa FORPJI • 1. Descriptton of Change in the Con#rac# • � , ln�ert a dzsailed elcscripiion af che ch:uige co be inadr in thc Canrnct by� cUis Change Order, uzciuciing any Arawin�. Speritica- tions, cl�rwnents ��r uthcr sup�arrin� datz tc� cl:uih• thr �cc7pe uf thr changC. � 2. Determinatian of Costs ' • � ; In�crt chr fullc�win�.infonnati�n in thc blanl:.s pravidctl, and �tr3ke c�uc the trrms in parendiesGs ti�ar dn nc�t apply: ' aI �h� ori�inal Cc�ntr.ict �um or G��ntced �4aximum Price; • ' ' ' ' • - b) �hc n�t change b} previouslp aurii�ri•r.cci Change t�rder (nute that this dnes not inclucie changes nutburih�sl by Con- structicm Changz Uirrrriv� unle�s such a rhanGc w aa subscquc��tly a�•rrei tc� hy il�r Gancra�-tor 3n�i rcccuded as a Ch�ngr (7rdrrj; � • � c) che C�ntraci 5um or Cuar,inrced 14a.YUnum Prire prior cc� thi� Changr Ordci; � d) �1�� emaunt uf incrrisi ur drema.g�, iF an�, 1n th� C.anuhci Sum c�r Gu3rancc�c:c1 ;�4aximum Pricr; �nd � e) rhe new Contract �um or Guarsntecd �ixsimum Price ati ad�usted by this Change nrder. 3. C�ange !n Contract T1me � , . ' • , , - � Insrrt the Fnllowing inFarmact�n in the t�lanks pra��idcti, and strike Uut thc f�rins in parenthesct chat��ie� ni�t appl��.�� a) in numher of da�*s, d�e incrrasr ur deerea.�r, i�' arty, In tl�e Contnct Tlmr; ancl h) thc datr o� Suh.Stanti:il Complerion, uzcluding wg 1dJustma�t effrcted hy d�is C:hangt Orcicr. _ . C. FXECL1710N OF 7HE DOCl1MENT •� � �Y�hex� thc <hvnrr, C:oatiiructinn Nlanager, Archi�ect •an�i C.cmcraCrnr l�avt; rc�chrcl �ri-L�rr�rnc nn du change to be ma�lG ln ri�c ' . Ctintra�t, lncluding any adjustmrnt� in tht Cuntra�K Swn (ur Guxrantceci �+[:i�cunum Pricr) �nd Cnntrart Tlmr, th� G7�1/C�1� ciucumcnt.shaulcl hc rxrcutea in qu:�ciruplirztr h�• thc tw-t� �artic�s, thc C:onsnvctio�� tl:tix►Gcr an�l Arc:liitcct. rach of wham rcraii�,q :�n �iri�Inai. . • . .. . . � � . . /'ri�uer! wi RrcYstc�+r! Prr/�- ' - . � Aepdnfsd 1/8A . . �# �� Citi:��;.taa>�a' i°eiu,t�t�et:��rz; 1' Ci. t tiPti7liir ( i�t`A�7el5 �i i�:C:ri'tt't'.S CELEBRATIhG�jYCARS 5270 West 84 Street, Suite#550 Minn�pofs, Minnesota55437 Change Order Valleywood Clubhouse Project # 1104 Tel: Fax: Date: 7/2/2012 Contractor: Architect's Project No: Prior Lake Blacktop, Inc. Contract Date' 17070 Revere Way Contract Number: 3123 Prior Lake, MN 55372 Change Order Number: 005 The Contract is hereby revised by the following items: RFCO #9 PCO Item # Description Amount RFCO#009 001 Provide a credit in lieu of the water permit application fee (720) The original Contract (s) Value was ........................................................................................ 209.703 Sum of changes by prior Change Orders ................................................................................. (4,351) The Contract Value prior to this Change Order was ........................................................... 205,352 The Contract Value will be changed by this Change Order in the amount of .............................. (720) The new Contract Value including this Change Order will be ........................................... 204,632 The Contract duration will be changed by ............................................................................... 0 Days The revised Substantial Completion date as of this Change Order is .................................... Pro/og Manager Printed on: 7/2/2012 Bossardt Page 1 1 �� ( I �� • O �� • City of App�e Va��ey NtEMo Parks and Recreation Department 7100 - 147�' Street West Apple Valley, MN 55124 952 / 953-2300 TO: Mayor, City Council and City Administrator FROM: Tom Adamini, Interim Director of Parks and Recreation Dept. DATE: August 17, 2012 SUBJECT: Final Payment Authorization for Valleywood Clubhouse - Earthwork/Underground Utilities Contract Attached please find an application for final payrnent from Urban Companies, LLC on the Valleywood Clubhouse Contract #3100 — Earthwork/LJndergound Utilities project. The work has been completed and found acceptable. The pay request has been reviewed and recommended for approval by Project Manager Bossardt Corporation, CNH Architects, and staff. Valleywood Clubhouse Contract #3100 — Earthwork/LTnderground Utilities Original Contract Amount $42,000.00 Change Orders $ .00 Revised Contract Amount $42,000.00 Less Previous Payments $39,900.00 Final Pay Application $ 2,100.00 Please advise if you would like additional details of the project. RECOMMENDED ACTION: Motion accepting Valleywood Clubhouse Contract #3100 — Earthwork/LTnderground Utilities with Urban Companies, LLC as complete and authorizing final payment in the amount of $2,100.00. DMPM H: Vlwood: Clubhouse Final Pay Apps: Urban Companies, LLC.doc APPLICATION AND CERTIFICATE FOR PAYMENT raGE o1•rE oF Two PnGEs TO (OWNER; PROJECT: VALLEYWOOD CLUBHOUSE APPLICATION NO: 9 Distribution to: ' CITY OF APPLE VALLEY X�JOWNER 7100 WEST 147TH STREET PERIOD TO: 7/31/2012 APPLE VALLEY, MN 55124 X�ARCHITECT FROM (CM): VIA (ARCHITECT): ARCHITECT'S X�CONST. MANAGER BOSSARDT CORPORATION CNH ARCHITECTS PROJECT NO: X FILE 5270 WEST 84TH STREET, SUITE 5517300 WEST 147TH STREET, SUITE 504 MINNEAPOLIS, MN 55437 APPLE VALLEY, MN 55124 CONTRACT DATE: APPLICATION FOR PAYMENT Application is made for Payment, as shown below, CHANGE ORDER SUMMARY Continuation Sheet, AIA Document G703, is attached. Change Orders Approved in ADDITIONS DEDUCTIONS 1. COMMITTED COST $2,404,489.00 previous months by Owner 2. Net Change by Change Orders ($27,411.00) TOTAL $13,066.00 $40,477.00 3. SUM TO DATE (Line 1+2) $2,377,078.00 A roved this Month 4. TOTAL COMPLETED & STORED TO DATE $1,747,127.65 Number Date Approved (Column G on G703) 5. RETAINAGE: $0.00 $0.00 a. _5_ % of Completed Work $81,999.34 (Column D+E on G703) b. % of Stored Material $0.00 (Column F on G703) Total Retainage (Line Sa + Sb or Total in Column I of G703) $81,999.34 TOTALS $13,066.00 $40,477.00 6. TOTAL EARNED LESS RETAINAGE $1,665,12831 Net chan e b Chan e Orders $27,411.00 (Line 41ess Line 5 Total) The undersigned Construction Manager certifies that to the best of his 7. LESS PREVIOUS CERTIFICATES FOR knowledge, information and belief the Work covered by this Application far PAYMENT (Line 6 from prior Certificate) $1,663,028.31 Payment has been completed in accordance with the Contract Documents, 8. CURRENT PAYMENT DUE $2,100.00 and that current payments shown herein are now due 9. BALANCE TO FINISH, PLUS RETAINAGE $711,949.69 (Line 3 less Line 6) CONSTRUCTION MANAGER: BOSSARDT CORPORATION State of: MINNESOTA County of: - xE�v�vE LINDA J. MICKSCHL Subscribed an s rn to before �his g� �� Notsry Publio-MiDnesot8 Notary Public: ,�t� ' �� , � B: Date: 8/10/2012 My Commission ex ries. f� 3 f.- i�" vy�i � . ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED $ � pp ,+,�.� In Accordance with the Contract Documents, based on on-site observations and the (Attach explain ion if amount certified d�ers from the amount applied for), data comprising the above application, the Architect certifies to the Owner that to the ARCHIT best of the Architect's knowledge, information and belief the Work has progessed as S i I �� indicated, the quality of the Work is in accordance with the Contract Documents, and B: Date: (�' the Contractors are entitled to payment of the Amounts Certified. INVOICE SUMMARY- PAYMENT APPLICATION NO. #9 VALEYWOOD CLUBHOUSE PERIOD ENDING 7/3U12 ITEM NO# DESCRIPTION VENDOR DATE NUMBER AMOUNT RETAINAGE DUE TOTAL AMOUNT DUE $0.00 $0.00 $0.00 RETAINAGE RELEASES #3100 Final Urban Companies, LLC 7/31/2012 Retainage 2,100.00 2,100.00 TOTAL AMOUNT DUE $2,100.00 VALLEYWOOD CLUBHOUSE APPLIC. FOR PAYMENT NO. #9 BC EDITION OF AIA DOCUMENT G703 PERIOD ENDING 7/31/12 AIA Document G723,APPLICATION AND CERTIFICATE FOR PAYMENT, containing Contractor's signed Certification is attached. In tabulations below, amounts are stated to the nearest dollar. A B C D E F G H ITEM DESCRIPTION OF WORK SCHEDULED CHANGE REVISED WORK COMPLETED TOTAL % BALANCE RETAINAGE NO. VALUE ORDERS SCHEDULE FROM THIS PERIOD COMPLETED (F/C) TO FINISH VALUE PREV. APPL. AND STORED (C-F) (A+B) TO DATE (D+E) #0330 - BP #1 Cast-In-Place Concrete 63,986.00 1,155.00 65,141.00 65,141.00 0.00 65,141.00 100% 0.00 0.00 #3100 - BP #1 Earthwork /LTnderground Utilities 42,000.00 0.00 42,000.00 42,000.00 0.00 42,000.00 100% 0.00 0.00 #0331 - BP #2 Cast-In-Place Slabs& Site Concrete 108,118.00 (1,225.00) 106,893.00 79,556.00 0.00 79,556.00 74% 27,337.00 3,977.80 #0340 - BP #2 Precast Structural Concrete 52,636.00 0.00 52,636.00 52,636.00 0.00 52,636.00 100% 0.00 2,631.80 #0420 - BP #2 Masonry 160,300.00 (2,000.00) 158,300.00 158,300.00 0.00 158,300.00 100% 0.00 7,915.00 #0510 - BP #2 Steel Erection 31,000.00 0.00 31,000.00 28,210.00 0.00 28,210.00 91% 2,790.00 1,410.50 #0512 - BP #2 Steel Supply 104,650.00 (2,350.00) 102,300.00 100,800.00 0.00 100,800.00 99% 1,500.00 5,040.00 #0610 - BP #2 General Carpentry 266,791.00 (7,623.00) 259,168.00 109,070.50 0.00 109,070.50 42% 150,097.50 5,453.53 #0741 - BP #2 Roofing & Metal Paneis 97,840.00 0.00 9'7,840.00 81,093.00 0.00 81,093.00 83% 16,747.00 4,054.65 #0790 - BP #2 Caulking/Sealants 9,875.00 0.00 9,875.00 0.00 0.00 0.00 0% 9,875.00 0.00 #0840 - BP #2 Alum. Entrances/Storefronts/Glazing 60,795.00 0.00 60,795.00 60,100.00 0.00 60,100.00 99% 695.00 3,005.00 #0920 - BP #2 Drywall/Framing 141,732.00 453.00 142,185.00 140,185.00 0.00 140,185.00 99% 2,000.00 7,009.25 #0930 - BP #2 Tile 33,875.00 0.00 33,875.00 24,365.00 0.00 24,365.00 72% 9,510.00 1,218.25 #0950 - BP #2 Acoustical Ceilings 23,430.00 0.00 23,430.00 0.00 0.00 0.00 0% 23,430.00 0.00 #0965 - BP #2 Resilient Flooring/Carpet 36,470.00 0.00 36,470.00 0.00 0.00 0.00 0% 36,470.00 0.00 #0990 - BP #2 Painting/Finishes 18,440.00 (220.00) 18,220.00 11,243.20 0.00 11,243.20 62°/a 6,976.80 562.16 #1140 - BP #2 Food Service Equipment 154,581.00 0.00 154,581.00 119,870.00 0.00 119,870.00 78°/a 34,711.00 5,993.50 #1424 - BP #2 Hydraulic Elevators 42,749.00 0.00 42,749.00 3,500.00 0.00 3,500.00 8% 39,249.00 175.00 #2100 - BP #2 Fire Protection 37,560.00 0.00 37,560.00 32,711.50 0.00 32,711.50 87% 4,848.50 1,635.58 #2200 - BP #2 Plumbing & Piping 204,692.00 8,311.00 213,003.00 184,751.00 0.00 184,751.00 87% 28,252.00 9,23'7.55 #2300 - BP #2 Heating/Ventilating/Air Conditioning 179,850.00 (2,787.00) 17�,063.00 152,356.00 0.00 152,356.00 86% 24,707.00 7,617.80 #2305 - BP #2 Testing & Balancing 5,900.00 0.00 5,900.00 0.00 0.00 0.00 0% 5,900.00 0.00 #2500 - BP #2 Temperature Conrtols 48,975.00 0.00 48,975.00 0.00 0.00 0.00 0% 48,975.00 0.00 #2600 - BP #2 ElectricaUFire Alarm 229,000.00 (8,774.00) 220,226.00 184,734.00 0.00 184,734.00 84% 35,492.00 9,236.70 #2700 - BP #2 Communications Systems 31,452.00 0.00 31,452.00 0,00 0.00 0.00 0% 31,452.00 0.00 #3123 - BP #2 Earthwork/UUlities/Paving/Demo 209,703.00 (12,351.00) 197,352.00 111,416.45 0.00 111,416.45 56% 85,935.55 5,570.82 #0833 - RFQ Coiling/Sectional Doors 8,089.00 0.00 8,089.00 5,089.00 0.00 5,089.00 63% 3,000.00 254.45 TOTAL CONTRACT AMOiJNTS 2,404,489.00 (27,411.00) 2,377,078.00 1,747,127.65 0.00 1,747,127.65 73% 629,950.35 81,999.34 � • .��'�� - � 2�1Z �� "��i�c�t�+�� ►d �er;�i�r�c�t�e �a� Pay�r�� t� ��. �t��cr: AP#'�L1CdTlE�1 �fit}: 7 �ti��n to C t� ��- �'p�� lt�t� t�`� Ir-eY��r,t c t�to �, ��s e. ��ro: �, �� VziP 1 / 041tNER C7 i F�M CC►N�'i�ACTt3R: CQI+tT�#'4�°f �t7R. 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CURtt�N7' PAYlI�Et�1T't�UE ... _........ �""`°°""°�" c� th+: ['«��ar�ctz�r is cn�itJed t��r �yment c�f th� � .. 4 �/ (� �� ............................... � (j � 9: BAlAl�GE 7C3 �II�SH, �#tC�.#1t�t4C"s RETAtNAGE � (Lrn�, 3 nrr�urs 1 tnf l) � --�-..., �I�Ut!{T GER't'�1�[3 .. . � .. ,� � � � � � � � � �' � � � � �� (r1ltcu°h �xytu�tcr�icw� a/ ruttc,urrt � c, tr/z+�c�fi rir�� fi;:r � Jr7�»� tlte ctrrnrtutt a+�axalirrY. fttittxr! �ril �� it tlur . �� ' �"'°---°-•-�-------- �._._.._.._ �.,.,. ' �itr�a�it crrirxrr vrnt c�rr thc� L r�ntr�nYUtrorr :�ltitc•t >fzc�t xtrt+ r�hc�rr�;�:t! trr cxi�t�rrjat t�°tlft rJx� rr»rcr�tn! c°c�rlrjicrll "'N.4VL.,� (31tllg.;�t SI.J'.�i#t�fP1�}' r1i)lf�'�!t??�1S t�il�t�t`I"IC)'�!� ------ �.-w.�._..,_..w,......,._..�..._.w..-..._.._.__., ARCH�TE�T: c,wl +.han��:s u�sprc�vecl ia �sr�n%�c,un mc��th� �y �)wa�c;r y `_ ...___ � ��,__..�. ��tui s��:�a�! thz� m�az�tf� -_-..--, ,.._...�..._ I3}°. V� t�-:�te: .�_----w.� � � � .__ Ti)'TAI., � .°.�"�°' ;. - ��i4 C'4rt�ls��t� is ncx ne, c�ti�ble. T`ta� .AA�t�t�� puy 1� c�nty t�� the C"crratractc,r �; J� '� '�(T�'�RTI��:T3 is � � -°--�-.—.. _ ..m nan�r�l r� m. #�s �tx�c ., aertd�acic°}>t�ce �f �rayrn�rrt:•are +vethilut �rc3ac�x�;e tu arYy ri�ht:s at" �T C'tiAt�lt,i�S b C':hair �e t}rcicr `"'-"""°'�`"�"" tiy �.. , � � � th� t?w � � , � �C��; `�'au r `��p �p� �� ae'�� '� / : � . AI� �:R#� *� �I�. �. ^-«^.M—...-..�..� ............. .. � �. �np� � . �� . i¢ . , � 4t►Y+48t►t � t'�3. 19t}3. t965, 1971. i978. l9H3 arrt! 1992 by Tt►e A�rtsr�it Irrsiit+Ae uf Arc°,trRecta. Atl � .--.---.�.-�-- " r�►d rr +�n+�t a�+� �+t�R►� � at �. � �ht� t'wse�°v�ed. M1P � AtA"� � ta� � � ,� � �rr �► �;r.1'uvcha�s are �armitLSd �o r�pr�e�iuc� tan {1pj ' af tt�ris tlarcutnar+t +� ed. Ttt repo� � �t w�l }►r ` � r,a�x�set. ruy�yrigti ia.drg. `Y , rorkur Frese�i�tfl 4t Arc#++H�acts' P�€jai � . . . . . � �� .. � V . � . 4u"Yfi.v:;Jdf. , .. a,•4,rzra. � . , ��,��., Do�Un1+ent �743r" — �I99� ' ; �on#inuatio� Sheet � .1i�1 Ot+�lmt�nt (i'11]'f�u.. ��y,]. ,��1pliC:tl c:i�d t'rr�ilicatc tifY I��41i1Clit ue <� �Ulr) AP��JCATION N0 : f -M1�p�iic,itinn;md t"r��li�t��e t��r P;�ymcn�, l'u��•ti•urtiun �iair,i�rr.l+.lde�ixr G<li�i��n APp�.ICATION DATE � c!iittFUinin� Ccrntrart��r'�; ;it iuii rrrtilicatitm i:.:iiwrhod. PE1��0� T0: ip rahul.ui�n�•. t+rtaH. .prn�unt, ar� ili ['ti ,1ult:cr�. '. 1:�� t'uluroiai t �m t:��tob':u•E!+ ��'IticY� e:1PiU1�(i r�:l cun.�g� Iur lt�u� iltllyh 11i a,�ri,. AR�MITECT'3 PROJECt NC1: � ......�..�.�...��......r.—.. � ....�..4 �n...,.....��.�w�.�..—i��...�e�.�... ..A... .� r . ..�... ..�..�.. ��.j..� . ..... ......�� .. .... .....� ..... ..... . ..�.... . . �...�.....�. .. .� .w�.......�. ......�...... ... .........�.+..... .. ...., ... •.., .. .�......... ., • . R.,.. .. .. � :'� ......,..�f �� } � �' � tl �� , - ..... _..w._ . ,.�. _.. _..,._A.... _..� N,i)ltKi;f)'tqPil�•iL•L) . .. .-__........ . r, �, ..w ..._.,....._ �......_, , _.._._.... . .�__ . . ._..._...... , ��.._.__�...__._��,..._... _..._...._ ... . �.I 1i1�.laf�11 ti 1 fn1':1i. i I3:1L.it�'l i� I'� r IIf.AI � � �,('lif UI'l.I:i) ' ; Pltl tibtiT'I 1' s�'(}�t{'1 i:t'il3�C�i) ,,., I itl�l:tl\:�GI• - i)hh(Itl{':'It)�1'►fq'{1(t�, ; i I�K�►�tl'Itt`�.'ityl.ti f'l�ttitl V�1, � � L�\LS�F ; .,> . K"li1itl'I� YI'l)RI�I)Tl��lf)•C(I� 7 li • 1'1 �1fti.+�Y�li • i - .�i i i.rc•:�ri{�,.� I!!1� I FNi��I) j � (1) •!•.'i t:1ut��il�r�rf•7 rl�•lifrl•3 Ic' i.l i � .i'I/l Ii&�1/l�i:i/�`�"`�..�._........__..,_.�_. � �._ �� O _ ... .. ....... _.�� . ..._.,. .. _. v .� I L� � U , �s�cx� � ,� ,� 7 `� (.'�'C� � � I � :�(,rG� G � �� {M U �,it a � � G� l.:r .R-. � ' � f � � ' � � 7�� I f , � ` �, ; i j''" r''' �? Y''�t'i ('.,�c��l� � �-"� �'!�G i . } ! ° t-�'�"!�'! �� ( ��-t�-f� a } „��`'� � ! � �' � � �� ; �� G�% ��. V ' ) � u �� ,, � �. � � �G o ; �.�`'� � ' �.,5ocy, ao : I � ` � ! ; I ! . ; � ; : , ; � � i � s � ; _ � ' ' � j � i , ' � I j a� � i : ..�.�..f�. ..___.. ..��... ......... �_ . .... � �. .._ _. . _....�...... w. .. . ��. _ _ __...� __..._ :._.. ..�.�.�_... . �._ �o.. .......��.....� .....___.L..___ __. rar�hu r �� i :..... ._ .. _1w . ,_.__ I ��'Z ��.�.��?�-?�'. _.... .r_.,._�.. ._..__. __�..`_��'t�.'�_ �M� � ._...�..._.._.�_.�....._..1 7.. ^9• tr .i :4• .i't F '1'."e P '.. < ..A n�.: .. y ., �,... . . ,. .. ... a.. . r . .. .., .. a , , � �.� � i > ':'v. .. . .,1�• ... ._ .. . ..i,i'm� o'..^s� "k•` ..�.. '.i:;: ��1.':y.`ia�•'.i>:.. . ...'x. . . .. ., rJ_.� '�Py::., . �. .:v.. .. . . � . .CS : .i.. ./`J � , .. . ....._...,....... .. -. ..... ....:....._...... .... _.. .._.«.._... _...__ ....,.....,....,_. ........ .. _... _... _ ... _. ...................-,_,. «........�y... ; ......__r.,.... AIA Document G703'"' —'1992. Copyripht I�J6'3, li16S 196C. 196T.. �y'll;, 1978. 79E�5 and 5992 G}r Ttue Amt+r�an in�ttlule alArdeittrcts. IU( Aghtu re�erved. �,. ".,.,, d:=�,"° 'C•rs:.:'�; •,. `°�. ;, .�,_.;., � V.. ., , r . � -.— ,: ,,;• �:;:,� :-, ...,, :, . , °�� .,.:.�• , � � • .i. : . ;f... ....r.. .. .. sr..`• .tsr�: ,.s . i� , . . . ,.'., �...+i:i' ..e.f•;.. 'f''. .. .. . ... ... •''t: .:�,9<.... . ... 'o-n . ... .:�: .. ....'y �4 . ?"s= .•4S. 7`i_. . . .,�5.•Y'a�r.t•'S:'.:2"': ..f, •� c� :..� e;t c.•. �urchx:u;rs ar� rm� �:c! r: rm rutluue t�n (1Q t:a ")ir� of tbi��clacumant �rohen wnr �d€�tiac! . Tt� rti v'iq ct� �� ri �h� vi�i�aNr,ns of r�lA Conl�ac:t DrR�sn:enta. c,•ma�i1 Th�r Ant�i7c8r Nt�ttl,dt�� ! rlrchik�cut' �! .. ; .+.-� • IrE, M 1 I'a 1 I i F- FY A , � •..;,m� ;;4tutisel �xypyr:ght,x�ai�.or�. PERSONNEL REPORT '"T. ` August 23, 2012 EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Last Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Poily Branter Promotion Receptionist Full-Time 1021 $ 18.59 Hourly 2 8/24/2012 Golf Course Kelly Gibbons Hire Attendant Seasonai 5105 $ 8.06 Hourly A 8/24/2012 Accept Judy Shirk Resignation Account Technician II Full-Time 1035 8/31/2012 City of Apple Valley Human Resources Page 1 of 1 5. P� i lii� �.�� -: ° � il i . �iiAi 0) � �li�� k " • � : ,,o,,�� IT`� �� APi�L� �'�1L��''�' ��G"��A � � � �� I��i�� i �i� Ii��P i ��i��i9di i � � ' � „� ��. CORTLAND ADDITION (��Ii;i � - � t7� li i' ��i � bil � ` � i " —_` ,;, '� ; (I�i I i i i � I i� � I�i� (��II�� (� u �� i I(� ( is � �� D ��'. � g�nd� tfe�n � �iI��I��I��P'I�� , ��6iii��q��,�' � � ��ppTicati�'� � ��a�a�, �c �n�� nd�n� � � ( �� ( i lllq;�d� �, � �� °��y" ��i' � ' " � �� `.d$Q ��o (� ��I�� w � y � V��I�I i� I i � ,y� �� ' i i� � �Ii�9�� i, - �i � II 1 �� Ii � i+�� iPr��i ��rfTM� �� N�� k� : 3�3`� .. ,i ( �� G��4I�� i (�� i I) iI i � � . ' �: � �� : (�� ; �' , ' �� i t i I i III Il��di� , �fF F7�1lJ�iist� .r �'C�ib1i123' �. �;,.±��1� � � � i�, n � . G��y�p� ,�� ' �y�4�o i''M�I��R�4��{ , ��i�� '[�" ; �� ,qao�P��UI��i��a1 � Petition for: . Rezoning • Subdivision Purpose: The applicant is requesting the following: • Approval of a rezoning of approximately 53 acres of "M-3C" (Multiple Family ResidentiaU3-6 units per acre) zoned property to "R-3" (Single Family ResidentiaUl 1,000 sq. ft. min lot area). • Approval of a rezoning of approximately 11 acres of "M-6C" (Multiple Family ResidentiaU6-12 units per acre) zoned property to "R-3" (Single Family ResidentiaU11,000 sq. ft. min lot area). • Approval of the subdivision by preliminary plat of 88 acres to create 178 single-family residential lots, a 6.2'7-acre ponding area, and 5.56-acre public park. The site is located in the southeast corner of future Embry Path and CSAH 42 and is the location of a former sand and gravel mining operation. Summary of Issues: The site is currently zoned "R-3" (Single Family ResidentiaU11,000 sq. ft. minimum lot area), "M-3C" (Multiple Family ResidentiaU3-6 units per acre), and "M-6C" (Multiple Family ResidentiaU6-12 units per acre). The property will be rezoned from "M-3C" and "M-6C" to "R-3". The proposed neighborhood park should be rezoned to "P" (Institutional), which can be done at the time of approval of the fmal plat. Development is e�ected to be done in two or more phases. Phase I will include the development of the southern third of the site (61 lots) and will include the ponding area and public park. The Phase 1 limits indicate the construction of Roads 1 and 3, and a portion of Road 2; and a section of Embry Path from its current location to the south of the development site up to Lot 21, Block 5. It will terminate with a temporary cul-de-sac. Retaining walls will be constructed in the rear yards of Lots 7-12 and Lots 24-34 of Block 4. The wall height in Lots 7-12 will be 10 feet and 4 feet in Lots 24-34. Because the walls are a continuous across the rear of those lots there is some concern about the ongoing maintenance of the wall. The applicant indicated that this development will likely have a homeowners association that could take responsibility. The sanitary sewer and water main to serve the first phase of the development can be extended east and south on Road 2. This will eliminate the need to e�tend these between Lots 14 and 15, Block 1. The existing storm trunk line will need to be rerouted with the project in accordance with the City Engineer's recommendations. An e�sting trunk sanitary sewer lines run eastlwest approximately 550 south of the north property and nortl�/south along the east property line. T'hese lines should be removed or abandoned, and the easements vacated. This can be done during Phase II Embry Path will be extended northward and will intersect with CSAH 42, approximately 1,000 feet east of Pilot Knob Road, which falls between the '/4-and right in/right out intersection distance. This intersection will be designed and constructed as a 3 /0 -intersection. An 80 foot right-of-way shall be dedicated for the north 175 feet of Embry Path. Six locations were identified where the horizontal curvature of the roadway didn't allow for adequate stopping sight distance. Revisions to their plans have been made to comply with City engineering standards. Access restriction easements shall be dedicated along the rear lot lines of Lots 1-6, Block 1 and Lots 1-7, Block 4 that will restrict direct access to 155`� Street West/Dodd Boulevard. Recommended Actions: This development request was reviewed by the Planning Commission at its August 1 and 15, 2012, meetings. The Commission voted unanimously (S-0) rezoning and 4-1 (Commissioner Scanlan voted no) to recommend approval of the preliminary pla� The following actions will approve the request in accardance with the Commission's and staff's recommendations: 1. Adopt the draft ordinance approving the rezoning of approximately 53 acres, as legally described, from "M-3C" (Multiple Family ResidenNaU3-6 units per acre) to "R-3" (Single Family ResidentiaU11,000 sq. ft. min lot area). 2. Adopt the draft ordinance approving the rezoning of approximately 11 acres, as legally described, from "M-6C" (Multiple Family ResidentiaU6-12 units per acre) to "R-3" (Single Family ResidentiaU11,000 sq. ft. min lot area). 3. Adopt the draft preliminary plat resolution for the CORTLAND ADDITION preliminary plat with conditions, subject to meeting all applicable subdivision ordinances. CORTLAND ADDITION PROJECT REVIEW Existing Conditions Property Location Directly east of Pilot Knob Road and south of CSAH 42 Legal Description The East 88 acres of the NWl/4 of Section 36 Comprehensive Plan Designation "LD" (Low Density ResidentiaU3-6 units per acre) Zoning "R-3" (Single Family ResidentiaU11,000 sq. ft. min lot area), "M-3C" (Multiple Classification Family ResidentiaU3-6 units per acre), and "M-6C" (Multiple Family ResidentiaU6-12 units per acre) Ea�isting Platting Unplatted Current Land Use Former sand and gravel mining operation that is currently being reclaimed Size Approximately 88 acres Topography Irregular terrain as a result of open pit mining Existing Vegetation None Other Significant Natural Features None Adjacent NORTH Valley Way Village, Valley Pines, and Diamond Path Residential Properties/Land Developments Uses Comprehensive Plan "LD" (Low Density ResidentiaU3-6 units per acre) Zoning/Land Use "PD-163" (Planned Development) SOUTH Cobblestone Lake and Dakota County CDA Townhome Developments Comprehensive Plan "LD" (Low Density ResidentiaU3-6 units per acre) and "MD" (Medium Density ResidentiaU6-12 units per acre) Zoning/Land Use "PD-703" and "PD-849" (Planned Developments) EAST Prairie Crossing Development Comprehensive Plan "LD" (Low Density ResidentiaU3-6 units per acre) Zoning/Land Use "PD-629" (Planned Development) WEST Reclaimed Fischer Sand and Aggregate Mining Operations Comprehensive Plan "MD" (Medium Density ResidentiaU6-12 units per acre) Zoning/Land Use "M6C" (Multiple Family ResidentiaU 6-12 units per acre) Development Project Review Comprehensive Plan: The site is designated on the City's Comprehensive Plan Land Use Map "LD" (Low Density ResidentiaU2-6 units per acre). The "LD" is designed to accommodate residential developments that range from zero to six units per acre and include most of the existing single family residential areas that are zoned "R-1", "R-2", "R-3", and "R-CL". Other zoning districts eligible for this land use category include "R-5" (two family); "M- 1", "M-2", and "M-3" (multiple family); and "PD" (planned development). The proposed 178-1ot single-family residential development on 72 net developable acres will ha�e a goss density of 2.5 units per acre, which exceeds the minimum required density within the "LD" designation. 1 Zoning: The site is currently zoned "R-3" (Single Family ResidentiaUl 1,000 sq. ft. min. lot area), "M-3C" (Multiple Family ResidentiaU3-6 units per acre), and "M-6C" (Multiple Family ResidentiaU6-12 units per acre). The property was rezoned from "SG" (Sand and Gravel) to the current zoning designations in 2009 to accommodate a development plan that would include a mix of low and medium density housing types. That development scenario was abandoned and D. R. Horton, Inc.-Minnesota originally submitted development plans for 182 single-family dwelling units, which has been reduced to 178 lots. This proposal requires the rezoning of the property currently designated "M-3C" and "M-6C" to "R-3". The "M-3" zoning districts are designated for low density townhome development and the `M-6" zoning district would allow for medium density residential that could include townhomes and low-rise apartments and condominiums. The rezoning to "R-3" will allow for single-family dwellings on lots that have a minimum lot area of 11,000 sq. ft. for an interior lot and 12,500 sq. ft. for a corner lot, with minimum lot widths of 80 feet for an interior lot and 90 feet for a corner lot. All lots will be required to meet the "R-3" minimum area standards and requirements. A neighborhood park is also designated for this area, which the developer has shown on their development plans. Any property dedicated for public park purposes will need to be rezoned to "P" (Institutional). This can be done at the time of final plat approval. Preliminarv Plat: The original preliminary plat indicated the subdivision of 182 single-family lots. Revisions have been made to their plans to meet City street design standards that have resulted in the loss of 4 lots. All lots will need to meet or exceed the minimum area requirements far a lot within the "R-3" zoning district. Access to the dwelling units will be via public streets that will be installed with the development. A 5.56-acre public park and 6.27- acre storm water retention pond is identified on the preliminary plat as an outlot (Outlot A). Drainage and utility easements necessary to serve the plat will be dedicated on the final plat. All the local public streets within the plat will have a right-of-way width of 60 feet with the exception of a section of Road 1, located between Road 2 and 155�' Street/Dodd Boulevard, which will have a width of 100 feet. This section of street will be the main entrance into the development and the plans show a raised concrete center median at this location. A 60-foot wide right-of-way is the City's standard for a local street, and it will accommodate a 32-foot wide street with on-street parking on both sides of the street. Embry Path, a public street located on the west side of the development, is designated as a minor collector. Minor collectors collect and distribute tr�c from neighborhoods to the major collectors and arterial roadways, such as CSAH 42, Pilot Knob Road and 155'� Street/Dodd Boulevard. Generally, these streets have an 80-foot right-of-way and 44-foot wide street width. A section of Embry Path, south of the proposed development, has been constructed with a 32-foot wide street width within a 60-foot wide right-of-way. Staff has proposed that the e�sting road design to the south continue north through this development with the exception the most northerly 175 feet, which should have an 80-foot right-of-way width. This additional right-of-way will be able to accommodate turn lanes at the CSAH 42Bmbry Path intersection. The proposed subdivision is expected to be done in two ar more phases. Phase I will include the development of the southern third (61 lots) of the site and will include the ponding area and park. The Phase 1 limits indicate the construction of Roads 1 and 3, and a portion of Road 2 as well as the south 360 feet Embry Path. A temporary cul-de- sac will be constructed at the north end of this section of Embry Path until it is e�tended north. The revised plans have also identified the intersection of 152 Street West and Embry Path. This portion of 152" Street West right-of-way shall be dedicated on the fmal plat. CSAH 42, a county road abuts the property to the north. The necessary right-of-way for this street shall be dedicated as part of the final plat. The future extension of Embry Path from the south will intersect with CSAH 42. Access restriction easements shall be dedicated on Lots 1-6, Block 1 and Lots 1-7, Block 4 that will restrict direct access to 155�' Street West/Dodd Boulevard. 2 Gradin� Plan: The site is part of a former sand and mining gravel operation. Screening berms exist along the east and a portion of the north side of the property. The site has been rough graded and an area has been excavated that will be the location of the proposed storm water pond. The site will be mass graded for the utilities, street construction and building pads. The original grading was reviewed by the Assistant City Engineer and he had the following comments: • The EOF (emergency overflow) in the southwest corner of Lot 6, Block 1 shall be identified. The EOF between lots 16 and 17, Block 4 isn't legible and shall be identified. • The applicant shall provide a pond starage capacity for the 1% rainfall equaling 35.6 Ac-ft. It appears that this site is short 2.5 Ac-ft. of storage. • The rear yard easement on lots adjacent to the pond should be adjusted so the easement line is uphill from the HWL (high water line). It appears this impacts property on Lots 17-19, Block land Lots 5, 6, and 12- 21, Block 5. • The applicant shall adjust road grades so the minimum slope is 0.75%. • The applicant shall submit calculations showing how they propose to meet the storm water non- degradation requirements. • A cross section of the pond along with proposed construction materials shall be provided. It appears that the pond storage capacity issue identified in bullet no. 2 has been resolved. The pond will be designed to accommodate a 100-year rainfall event, which is defined as a 6-inch rain in a 24 hour period. This is consistent with the City's design standard for ponding areas. All other issues remain outstanding and will need to be resolved prior to fmal plat approval. Retaining walls will be constructed in the rear yards of Lots 7-12 and Lots 24-34 of Block 4. The wall height in Lots 7-12 will be 10 feet and 4 feet in Lots 24-34. They will be constructed using a 1'-6" x 4' large modular block and will have a 4' high guardrail fence. Because the walls are continuous across the rear of those lots there is some concern about the ongoing maintenance of the wall. The applicant indicated that this development will likely have a homeowners association that could take responsibility. Availability of Municipal Utilities: Utilities will be made available to the site by means of extending existing off- site public utility lines to the property. An unused sanitary sewer and functioning storm sewer line currently exist on the site. Both will be removed ar abandoned with development of this site. The Assistant City Engineer reviewed the original utility plans and had the following comments: • The sanitary sewer and water main to serve the first phase of the development can be extended east and south on Road 2. This will eliminate the need to e�end these between Lots 14 and 15, Block 1. • The existing storm trunk line will need to be rerouted with the project. The City is modeling the realignment of this pipe. It appears the line will need to be extended on Embry to Road 5 and follow the alignment of Road 5 east and south. • The existing trunk sanitary sewer line that runs east-west shall be removed. The north-south existing trunk sanitary sewer shall be removed or abandoned. Revised plans have addressed bullet no. 1. They have not addressed the other two issues. The City will prepare the final design of the public utilities (including streets) and administer the installation of the public infrastructure including construction observation and staking. The final design should address the remaining two concerns. Street Classifications/Accesses/Circulation: The site is located adjacent to County State-Aid Highway (CSAI-� 42, a principal arterial along the north; future Embry Path, a minor collector along the west; and 155'� Street WestlDodd Boulevard, a minor collector along the south. Access to the site will be from Embry Path and 155�' Street West/Dodd Boulevard. 3 Dakota County limits access to principal arterials to a full intersection every'h-mile, 3 /4-intersection (right in/right out and left-turn off of the arterial) every '/4-mile and right in/right out every one-eighth mile. Embry Path will be extended northward and will intersect with CSAH 42 approximately 1,000 feet east of Pilot Knob Road, which falls between the 3 /4-and right in/right out intersection distance. Dakota County has determined that this intersection should be designed and constructed as a 3 /4 -intersection. During the initial review of this proposal, staff expressed concerns about the 14 lots that will have direct driveway access from Embry Path. The City generally discourages this type of access to a minor collector street. Based on the assumption that 152 Street West will be extended east from the intersection at Pilot Knob Road, staff projected that the proposed average daily trips (ADT) on Embry Path would be 1,300 vehicle trips per day north of 152 Street West/Embry Path intersection and 1,900 trips south of the intersection. Therefore, staff recommended that direct driveway access south of this 152 Street West be prohibited, which would result in the potential elimination of Lots16-21 in Block 5. It was suggested that the applicant could explore the extension of a cul-de-sac street at the north end of Road 2 for the six eliminated lots or have 152 Street West intersect with Embry Path south of Lot 21, Block 5. The applicant has opted to locate the 152 Street West/Embry Path intersection appro�mately 160 south of the south lot line of Lot 21, Block 5 of Phase 1. Planning Commissioner Scanlan remained concerned about allowing any lots having driveway access off of Embry Path. He was worried that this section of roadway would be used by vehicles from north of this development area as a cut-through to get to and from the Cobblestone Lake Commercial area to the south. Therefore, he voted against the proposed preliminary plat. The remaining lots will have driveway access from local streets that will be constructed as part of the development. The original plans showed Embry Path with an 80-foot wide right-of-way, which is 20 feet wider than the e�sting section south of this development. Staff indicated that an 80-foot right-of-way may not be necessary except at CSAH 42, where it might be necessary to accommodate turn lanes. The applicant's plans were revised to show a 60-foot wide right-of-way. Staff is recommending that Embry Path have a 60-foot right-of-way width north from the south line of the development up to the Road 5 intersection and a right-of-way width of 80 feet from the Road 5 intersection to CSAH 42. The Engineer identified 6 locations where the horizontal curvature of the roadway would not allow for adequate stopping sight distance. Staff required the applicant to adjust these curves to comply with City engineering standards and policies. This resulted in the loss of four (4) lots. Pedestrian Access: Sidewalks will be installed on both sides of the street in accordance with the City's adopted Trail and Sidewalk Policies A pathway connection will be made in the northeast corner of the site between Lots 34 and 35, Block 4 that will connect with the future pathway along the south side of CSAH 42. Finally, the plans identify a pathway connection between Lots 14 and 15, Block 5 that will connect the sidewalk along the north side of Road 2 to the pathway in the proposed park. Recreation Issues: The 2030 Plan indicates the need for a neighborhood park within this area. A neighborhood park is described as an area for intense recreational activities such as field games, court games, crafts, apparatus area, skating, and neighborhood centers. The size of a neighborhood park ranges from 5 to 20 acres. The submitted plans show a 5.56-acre park located adjacent to the storm water ponding area. The public park meets the dedication requirements for the development and is sized to accommodate the needs and amenities commonly associated with a neighborhood park. 4 Dakota Countv Review: Because the proposed subdivision is located adjacent to a county road, it is subject to review by the Dakota County Plat Commission. The plans were reviewed by the Plat Commission at its June 18 and July 16, 2012, meetings and their comments are included in an attached letter. The County is recommending that increased building setbacks, buffer areas, and other noise mitigation measures should be incorporated into the proposed development. To ensure that they are not removed, a conservation easement should be established over that area that will contain the noise mitigation measures. All dwelling units adjacent to CSAH 42 will be required to have a minimum rear yard setback of 50 feet or 125 feet from the right-of-way centerline, whichever is greater. This is at a minimum of 20 feet greater than what is normally required in the "R-3" zoning district. Grade changes along the rear of the adjacent to CSAH 42 should also provide noise mitigation. Staff would recommend that a combination of vegetation and opaque fencing be added along CSAH 42 to provide screening. Public Hearin� Comments: The public hearing was held on August 1, 2012. Following is a synopsis of the comments received at the public hearing, followed by any staff comments as appropriate. A concern was raised regarding the number and size of the lots along Dodd Boulevard and whether the lots could be made bigger, which would reduce the number of dwelling units. Staff response — There will be 13 lots whose rear yards will abut 1 SS` Street West/Dodd Boulevard. These lots will range in size from 11, 673 sq. ft. to 19, 318 sq. ft., and all will exceed the minimum lot area requirement of 11, 000 sq. ft. for an interior lot and 12, 500 sq. ft. for a corner lot. Generally speaking, these lots will be equal to or larger than lots in existing adjacent or nearby developments. For example, the Prairie Crossing development, which is located directly to the east, has a minimum single family lot area of 5,000 sq. ft. for an interior lot and 7,500 sq. ft. for a corner lot. The Cobblestone Lake development, located to the south, has a minimum single family lot area of 4,800-6,000 sq. ft. for an interior lot and 7, 500-9, 000 sq. ft. for a corner lot. Attachments: Zoning Amendments 2009 Approved Zoning Map Grading Plans Draft Resolution TiUe Sheet Utility Plans Dakota County Letter Existing Conditions Map Retaining Wall Cross Section Location Map Revised Overview Plan Dwelling Unit Renderings Comprehensive Plan Map Revised Preliminary Plat Zoning Map Embry Path/ 152'� St. Right-of-Way Plan 5 CITY OF APPLE VALLEY RESOLUTION NO. 2012- PRELIMINARY PLAT APPROVAL CORTLAND ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders, and WHEREAS, pursuant to Chapter 153 of the City Code, the City Planning Commission held a public hearing on an application for subdivision of land by plat on August 1, 2012, and WHEREAS, the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on August 15, 2012, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the preliminary plat for the following described plat of land is hereby approved for a two year period, to wit: CORTLAND ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said preliminary plat approval is subject to the following conditions, which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have one-hundred seventy-eight (178) lots and one (1) outlot. 2. Park dedication requirements are based upon the City's finding that the subdivision will create 569 residents/occupants that will generate a need for 5.44 acres of parkland in accordance with adopted City standards for park services. This required dedication shall be satisfied by the dedication of a portion of Outlot A according to the preliminary plat, which is the land the City reasonably determines that it will need in order to provide the necessary park services as a result of this subdivision. 3. Storm water ponding for the development shall meet requirements as defined by the City's Surface Water Management Plan. Dedication of land for ponding purposes necessary to meet these requirements shall be made as part of the approval of the final plat. 4. Calculations indicating how the development will meet the required storm water non- degradation requirements shall be submitted for approval prior to any development ' activity. � 5. All emer enc overflow EOF locations shall be identified on the final adin lan. (.��`� � g Y � ) �' g P p�S t �,� � 1 �."� 6. Outlot A shall be dedicated to the City for public park and storm water ponding purposes. 7. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100. regarding the State NPDES Pernut prior to commencement of grading activity. 8. Dedication on the final plat of a ten-foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 9. Dedication on the final plat of a five-foot (5') wide drainage and utility easement along all common lot lines. 10. Dedication on the final plat of the most easterly one-hundred-fifty feet (150') of 152 Street West. The centerline of this section of right-of-way shall be a minimum of 190 feet south of Lot 21 Block 5 11. An eighty-foot (80') wide public right-of-way shall be dedicated on the final plat for the most northerly 175 feet of Embry Path. 12. All street grades shall be designed and constructed with a minimum 0.75% slope. 13. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer sha11 enter into an agreement with the City for payment of the design of said municipal improvements. 14. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies, to consist of five-foot (5') wide concrete sidewalks along both sides of a11 the public streets serving the plat and an eight-foot (8') wide along bituminous pathways along the south side of CSAH 42. 15. Dedication by separate agreement of a twelve-foot (12') wide pathway easement between Lots 14 and 15, Block 1. 16. Installation of an 8-foot wide bituminous pathway within the pathway easement between Lots 14 and 15, Block 1. 17. Dedication by separate agreement of a twelve-foot (12') wide pathway easement between Lots 34 and 35, Block 4. �, � t � � � �p z � 18. Installation of an 8-foot wide bituminous pathway within the trail easement between Lots 34 and 35, Block 4. 19. Access restriction easements sha11 be dedicated along the rear lot lines of Lots 1-6, Block 1 and Lots 1-7, Block 4 that will restrict direct access to 155'�' Street West/Dodd Boulevard. 20. The Embry Path/CSAH 42 intersection shall be designed and constructed as a 3 /4 - intersection. 21. Embry Path shall be constructed from its current location south of Outlot A to the south lot line of Lot 21, Block 5, and shall terminate with a temporary cul-de-sac designed to City specifications. 22. The existing storm trunk line shall be rerouted and shall be extended along Embry Path to Road 5 and follow the east and south alignment of Road 5, or as approved by the City Engineer. 23. An existing trunk sanitary sewer line that runs east-west shall be removed at a time to be determined by the City. 24. An existing north-south existing trunk sanitary sewer shall be removed or abandoned as determined by the City Engineer. 25. The horizontal curvature of the streets within the plat shall comply with City engineering standards. 26. Installation of City street trees on boulevard areas of public street right-of-ways, in accordance with species, size, and spacing standards established in the Apple Valley Streetscape Management Plan. 27. Dedication of one foot (1') wide easements along the rear lot lines of Lots 1-6, Block 1 and Lots 1-7, Block 4, which restrict direct driveway access to Dodd Boulevard/155�' Street West. 28. Dedication of a scenic/conservation easements over the rear yard area of lots abutting CSAH 42 to preclude removal of earth berms and landscaping installed adjacent to the roadway. 29. Installation of a public street lighting system, constructed to City and Dakota Electric Company standards. 30. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 430 p.m. Saturdays only. 31. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday � through Friday. �� , C� ;� � .�� 3 � 32. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. ADOPTED this 23` day of August, 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk t n � t' � + u � �� 4 Y CITY OF APPLE VALLEY, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING THE ZONING MAP BY REZONING CERTAIN LAND IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA WHEREAS, the Planning Commission of the City of Apple Valley held a public hearing on property described herein on August 1, 2012, as required by City Code Section 155.400(D); and WHEREAS, on August 15, 2012, the Planning Commission recommended the rezoning as hereinafter described. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. The boundaries of the zoning districts established by City Code Section 155.006 are hereby amended by rezoning the following described property located in the soutneast corner of 150 Street West (CSAH 42) and Embry Path from "M-3C" (Multiple Family Residentia1�3-6 units per acre) to "R-3" (Single Family Residential/11,000 sq. ft. min. lot area): That part of the West Half of the Northwest Quarter of Section 36, Township 115, Range 20, Dakota County, Minnesota, which lies north of the south 825.00 feet of said Northwest Quarter of said Section 36 and lies east of "Line A" "Line A" is described as follows: �ommencing at the point of intersection of the west line of said West Half of the Northwest Quarter and the north line of said south 825.00 feet of the VVest Half of the Northwest Quarter; thence North 89 degrees 57 minutes 54 seconds East (assuming the north line of said West Half of the Northwest Quarter has a bearing of South 89 degrees 56 minutes 27 seconds East) along the north line of said south 825.00 feet of the West Half of the Northwest Quarter 900.46 feet to the point of beginning of said "Line A"; thence North 00 degrees 14 minutes 12 seconds West 361.44 feet; thence northerly 322.98 feet along a tangential curve concave to the east, having a radius of 550.00 feet and central angle of 33 degrees 38 minutes 47 seconds; thence northerly 264.28 feet on a reverse curve concave to the west, having a radius of 450.00 feet and a central angle of 33 degrees 38 minutes 47 seconds; thence North 00 degrees 14 minutes 12 seconds West 917.03 feet to the north line of said West Half of the Northwest Quarter and there said line terminates. � �� D Ull � t AND That part of the East Half of the Northwest Quarter of Section 36, Township 115, Range 20, Dakota County, Minnesota, which lies west of the east 436.70 feet and lies north of the "original centerline of Dodd Road as located on March 19, 2002". Except there from the south 825.00 feet of the west 662.31 feet of said East Half of the Northwest Quarter of Section 36, Township 115, Range 20, Dakota County, Minnesota, which lies north of the "original centerline of Dodd Road as located on March 19, 2002". "Original centerline of Dodd Road as located on March 19, 2002" is described as follows: Beginning at the southwest corner of the East Half of the Northwest Quarter of Section 36, Township 115, Range 20, Dakota County, Minnesota; thence North 89 degrees 57 minutes 55 seconds East on an assumed bearing along the south line of said East Half 754:41 feet; thence North 43 degrees 27 minutes 36 seconds East 221.72 feet; thence northeasterly 180.92 feet on a tangential curve concave to the southeast having a radius of 2083.21 feet and a central angle of 4 degrees 58 minutes 34 seconds; thence North 48 degrees 26 minutes 10 seconds East 385.07 feet to its intersection with the east line of said East Half of the Northwest Quarter. 2. This ordinance shall become effective upon its passage and publication. Passed this 23 dayof August, 2012. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk ►� . o p j � � �� CITY OF APPLE VALLEY, MINNESOTA ORDINANCE NO. AN ORDINANCE AMENDING THE ZONING MAP BY REZONING CERTAIN LAND IN THE CITY OF APPLE VALLEY, DAKOTA COUNTY, MINNESOTA WHEREAS, the Planning Commission of the City of Apple Valley held a public hearing on property described herein on August 1, 2012, as required by City Code Section 155.400(D), and WHEREAS, on AugusY 15, 2012, the Planning Commission recommended the rezoning as hereinafter described. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: L T'he boundaries of the zoning districts established by City Code Section 155.006 are hereby amended by rezoning the following described property located in the southeast corner of 150�' Street West (CSAH 42) and Embry Path from "M-6C" (Multiple Family ResidentiaU6-12 units per acre) to "R-3" (Single Family Residential/11,000 sq. ft. min. lot area): The south 825.00 feet of the west 662.31 feet of the East Half of the Northwest Quarter of Section 36, Township 115, Range20, Dakota County, Minnesota, which lies north of the "original centerline of Dodd Road as located on March 19, 2002". "Original centerline of Dodd Road as located on March 19, 2002" is described as follows: Beginning at the southwest corner of the East Half of the Northwest Quarter of Section 36, Township 115, Range 20, Dakota County, Minnesota; thence North 89 degrees 57 minutes 55 seconds East on an assumed bearing along the south line of said East Half 754.41 feet; thence North 43 degrees 27 minutes 36 seconds East 221.72 feet; thence northeasterly 180.92 feet on a tangential curve concave to the southeast having a radius of 2083.21 feet and a central angle of 4 degrees 58 minutes 34 seconds; thence North 48 degrees 26 minutes 10 seconds East 385.07 feet to its intersection with the east line of said East Half of the Northwest Quarter. 2. This ordinance shall become effective upon its passage and publication. Passed this 23 day of August, 2012. � / � p �� Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk �` p p� � �� C O U N T Y Dakota County Surveyor's Office Western Service Center • 14955 Galaxie Avenue suite # 335 • Apple Valley, MN 55124 952-891-7087 • Fax 952-891-7127 • www.dakotacounty.us 1Uly 20, 2012 City of Apple Valley 7100147 Street West ' Apple Valley, MN 55124 Re: CORTLAND ADDITION The Dakota County Plat Commission met on July 16, 2012, to consider the preliminary plan of the above referenced plat. The plat is adjacent to CSAH 42, and is therefore subject to the Dakota County Contiguous Plat Ordinance. The preliminary plat should include 100 feet of half right-of-way from the existing centerline along CSAH 42 and CSAH 31. Restricted access should be shown along all of CSAH 42 except for the one approved opening at Embry Path. As discussed, the County and City will need to discuss with the County Board the changes to the access along CSAH 42 and revise the recommendations in the County Road 42 Study and CSAH 31(Pilot Knob Study). Future access to the 239 acre site located in the northeast portion of the plat will be from the south via Dutchess Court. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 42 are 21,500 and are anticipated to be 34,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder's Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process that reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Gordon McConnell regarding permitting questions at (952) 891-7115 orTodd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, � • Todd B. Tollefson Secretary, Plat Commission cc: Mike Suel; D.R. 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I I , ., ._ , � ,.. � ` .. `�`, � -�' � ' . . . .:. �y �� » y a i,�` '.. . �L � . .. � .�t.s�; °� "� � Pr' _' � � � � � �,�i��:� ��r ��m�� , �� , . . � � � � - ��.� � ��_.�:� : �,�: ._ , x �„ , _ .: .� .:. � T _. . . _. _ t . � � .,.�:� � � , ,., - ,�..- � .�. .. ;.,, �. � � , _ . �.� �. �� _�� , , _ � -. .. ��. .�,�s��- -.v. 0 : _ _ � � � � �� ,�� ; ��, > , __..; �..:w_...: �....__� < � � � � � . _ ��'" ` i x " � � y � �. �. .. .... .. . - .. . . �'i i . �� : . �� ... �i 7 4� � � �. . .. . . � . �4 .. .m. . .. �d � �Y . @ •!• A � •��• 5 { • • •��• sai• City of App�e �EV 1 S E D Va��ey MEMO Community Development Department TO: Mayor, City Council and City Administrator FROM: Thomas J. Lovelace, City Planner DATE: August 23, 2012 SUBJECT: Cortland Addition - Revised Draft Preliminary Plat Resolution CASE NO.: PC12-25-ZS Attached for your consideration at tonight's City Council meeting is a revised draft preliminary plat resolution for the Cortland Addition. Condition no. 5, on page 2, has been added to the draft resolution, which requires that a driveway turnaround be added on all lots that will have direct driveway access to Embry Path. The applicant has agreed to install turnarounds on Lots 16-21, Block 5 and Lots 1-7, Block 6 in order to alleviate any concerns expressed regarding potential conflicts that may occur between vehicles backing out of those lots with those traveling on Embry Path. CITY OF APPLE VALLEY RESOLUTION NO. 2012- PRELIMINARY PLAT APPROVAL CORTLAND ADDITION WHEREAS, pursuant to Minnesota Statutes 462.358, the City of Apple Valley adopted, as Chapter 153 of the City Code, regulations to control the subdivision of land within its borders, and WHEREAS, pursuant to Chapter 153 of the City Code, the City Planning Commission held a public hearing on an application for subdivision of land by plat on August 1, 2012, and WHEREAS, the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on August 15, 2012, subject to conditions. NOW, THEREFORE, B� IT RESOLVED by t�ie City Council of the City of Apple Valley, Dakota County, Minnesota, that the preliminary plat for the foll$�tsti�g described plat of land is hereby approved for a two year period, to wit: CORTLAND ADDITION BE IT FURTHER RESOLVED, pursuant to Chapter 153 of the City Code, that said preliminary plat approval is subject to the following conditions, which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: l. The plat shall be configured to have one-hundred seventy-eight (178) lots and one (1) outlot. 2. Park dedication requirements are based upon the City's finding that the subdivision will create 569 residents/occupants that will generate a need for 5.44 acres of parkland in accordance with adopted City standards for park services. This required dedication shall be satisfied by the dedication of a portion of Outlot A according to the preliminary plat, which is the land the City reasonably determines that it will need in order to provide the necessary park services as a result of this subdivision. 3. Stnrm water ponding for the development shall meet requirements as defined by the City's Surface Water Management Plan. Dedication of land for ponding purposes necessary to meet these requirements shall be made as part of the approval of the final plat. 4. Calculations indicating how the development will meet the required storm water non- degradation requirements shall be submitted for approval prior to any development activity. " r ,. c� � �� D G� Q � � w_._- . _ m �_.__.,__ �,, _ �---- --��..,_—�. ..---°�,.^..,_--.. ,_�- -- ... �. _ - ,� , ..- _ ,r"' � -. �' � � w �� 5. Driveways on Lots 16-21, Block 5 and Lots 1-7, Block 6 shall be constructed with a = � � , vehicle turnaround. . ,, , .�` . , 6. All emer enc overflow (EOF) locations shall be iden Y �� '�-�� ..�.��..�--�_ g y tified on the final grading plan. 7. Outlot A shall be dedicated to the City for public park and storm water ponding purposes. 8. Submission of a final grading plan and lot elevations with erosion control procedures, to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size the applicant sha11 also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100. regarding the State NPDES Permit prior to commencement of grading activity. 9. Dedication on the final plat of a ten-foot (10') wide easement for drainage, utility, street, sidewalk, street lights, and tree plantings along the entire perimeter of lots within the plat wherever abutting public road right-of-ways. 10. Dedication on the final plat of a five-foot (5') wide drainage and utility easement along all common lot lines. 11. Dedication on the final plat of the most easterly one-hundred-fifty feet (150') of 152 Street West. The centerline of this section of right-of-way shall be a minimum of 190 feet south of Lot 21 Block 5 12. An eighty-foot (80') wide public right-of-way shall be dedicated on the final plat for the most northerly 175 feet of Embry Path. 13. All street grades shall be designed and constructed with a minimum 0.75% slope. 14. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 15. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies, to consist of five-foot (5') wide concrete sidewalks along both sides of all the public streets serving the plat and an eight-foot (8') wide along bituminous pathways along the south side of CSAH 42. 16. Dedication by separate agreement of a twelve-foot (12') wide pathway easement between Lots 14 and 15, Block 1. 17. Installation of an 8-foot wide bituminous pathway within the pathway easement between Lots 14 and 15, Block L � �.��,�� 2 � 18. Dedication by separate agreement of a twelve-foot (12') wide pathway easement between Lots 34 and 35, Block 4. 19. Installation of an 8-foot wide bituminous pathway within the trail easement between Lots 34 and 35, Block 4. � 20. Access restriction easements shall be dedicated along the rear lot lines of Lots 1-6, Block 1 and Lots 1-7, Block 4 that will restrict direct �ccess to 155�' Street West/Dodd Boulevaxd. 21. The Embry Path/CSAH 42 intersection shall be designed and constructed as a 3 / - intersection. 22. Embry Path shall be constructed from its current location south of Outlot A to the south lot line of Lot 21, Block 5, and shall terminate with a temporary cul-de-sac designed to City specifications. 23. The existing storm trunk line shall be rerouted and shall be extended along Embry Path to Road 5 and follow the east and south alignment of Road 5, or as approved by the City Engineer. 24. An existing trunk sanitary sewer line that runs east-west shall be removed at a time to be determined by the City. 25. An existing north-south existing trunk sanitary sewer shall be removed or abandoned as determined by the City Engineer. 26. The horizontal curvature of the streets within the plat shall comply with City engineering standards. 27. Installation of City street trees on boulevard areas of public street right-of-ways, in accordance with species, size, and spacing standards established in the Apple Valley Streetscape Management Plan. 28. Dedication of one foot (1') wide easements along the rear lot lines of Lots 1-6, Block 1 and Lots 1-7, Block 4, which restrict direct driveway access to Dodd Boulevard/155�' Street West. 29. Dedication of a scenic/conservation easements over the rear yard area of lots abutting CSAH 42 to preclude removal of earth berms and landscaping installed adjacent to the roadway. 30. Installation of a public street lighting system, constructed to City and Dakota Electric Company standards. � r o � � �J � �� l� 3 31. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. Weekend construction hours shall be limited to the hours of 8:00 a.m. to 4:30 p.m. Saturdays only. 32. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 33. The City receives a hold harmless agreement in favor of the City as drafted by the ` City Attorney and incorporated into the subdivision agreement. ADOPTED this 23 day of August, 2012. Mary Hamann-Roland, Mayflr ATTEST: Pamela J. Gackstetter, City Clerk � � � T� h`, �. . � . � �..`�' �_ j � �� .. � . � �ll L� n ..9 4 • • Construction Projects Update City ofApple Valley August 23, 2012 6' � . � i � . Project U pdate �� City Projects ■]ohnny Cake Ridge Road & Garrett Avenue ■ Microsurfacing ■ Flagstaff Avenue ■ 147t" Street �� County Portion of Cedar Avenue :� State Portion of Cedar Avenue � � Johnny Cake Ridge Road • � � Johnny Cake Ridge Road Improvements t..�-_ w _G,; � "� �� ;w _.�0 3 � ! �us, u: t �rs3 .. ��ur3 3�G�� i i �`.��a� ��t� ; � > s --�� I � P, II�( /+�/ � -�_��: � �� ' � � ,+*,r° � _. . _ �. .� �� --e-�._a,.�>�,r,=- a...a� .+u. r . 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' �. � . ,-.+ .'' „� m y �' � � ... . - . :' . �' _ . ... . . � . � �. . . � �� - . . $ . `�e�i. . . ! � 147t" Street E�ension Flagstaff to JCRR ;.� � � �� ,. t �. , ��; � .� � �,�� ,.�, � � � , �� a � �. ��. � � � � �� e � �_ . �. y � �. �� `�,�� ' , "�" � �,� � x�� w� ' F, . .� � � � � �� . , �� , �r � � �:«�:� ��.z� �< 4. . • � � �:�, A . �'Yd ° . sr� .4,N ! y 4' � � � �. ym�`mf ;.x�°.•^. . 6 �.nwmw*?tH.ua," � �"Ft,. � 'ne ` r, �.�, �: > � . . � , M` ' 3 . " ,� `,.:.+YN',Hro�"" G.,,,s . ... wr� i � : �. . 'Y%�r < ,xa�a °�;.`" � � � � �� 5,�: � � 147t" Street Extension Project Cornpletion Date Flagstaf�'to JCRR Novernber 16 2012 '� I� �Yr°, I III II i�k� �. �►' � = �� ' � � , ,, � s,,:��,:. W � � W � � � L � � W U i � � Construction Progress Cedar Avenue at 140t" Street ,,� � � 5 �, �� . �,� 140t" Street a T � ., n �� '� L «r � 4'� � ry � a �}�# � x � V do2Sft • � Gonstruction Progress Cedar Avenue at 140t" Street s k.<i tys t R�5'�` .' ��. u;,�F � ... ... � � � �' � + � � � qt�` �� . CedarAvenue Construction Progress :� 140t" Street Intersection ■ Paving Outside Lanes — Tomorrow ■ Traffic Shift to New Outside Lanes ■ Target Completion — September 6 �� Cedar Ave north of 147th ■ Remove Center Median ■ Grading and Utilities � . Cedar Avenue Construction Progress �� Glendale Court ■ Utility Installation is Substantially Complete ■ Begin Grading Street Section — August 29 ■ Begin Curb Installation —September 7 ■ Maintaining Contact with Residents � � � , ', "`"'""".. , Driver Feedback Signs � �� Pennock Avenue �� _. ! � Trunk H ighway 77 138t" Street to Minnesota River Bridge � arirrirr Concrefe re�tab �r.ww Resutfacir�g �° " � a �� Trunk Hi hwa 77 � � �� g Y ��°� � Location � �'� �� , �� 138t" Street to the Mn River Bridge �� 13; Scope of Work: °'�e Rd m ��, Resurfacing North of Diffley Road � � m Concrete Pavement Repair ��R� G ��ad 7� �� __.� Schedule Aug 6 to Oct 11, 2012 �E+ �� ar �gt Q Co Rd 38 � pippl� a � Valley 138th Sf � � � ��s i a�wi� Concrete rehab u - ,� , 7� .r..ne�. Resurfiacing �` ��' rl V\/�/ / � � f; �,� �- �� '�*� �" Resurfacing �°�� '�� '" , , s: � 5 . rr;, � > �� 77� NORTHBOUND PAVING: ��.� ��. ■ 7pmto5am 13; DiPfle Rd ■ N B Loops at Hwy 13 : Aug 21 - 23 m Ea � � � Co Rd 32 C6ff Rd SOUTHBOUND PAVING: 77 �� ■ Southbound: 10 pm to 11 am 5E, � Dr ��t Qa Co Rd 38 � APPIe » Valley isst� st m ?7 • +�rrr. Concrete rehab H � �� wrr Resurfacing �� ,��s ��, a � �� <t- �� 4 �� x � e CONCRETE REPAIR �°`�� N �� 5 ;:� $M��a� . � � -_--, NORTHBOUND 7 �` ,� � �.,�� Restricted to Single Lane starting August 27t" (13 days) �� Diffle Rd m Eaga Ramp Closures � � � Co Rd 32 Ciifl Rd Northbound Hwy 77 at McAndrews Road Starting August 28t" (5 days) � �� ,��a�, � �� Northbound Hwy 77 at I-35E Starting September 5t" (7 days) ��fi \Q �;ino Or 1274�`�'t Qa I Cn Rd 38 c> m � A le � Iley �sscn st m 77 � • Questions or Comments 8. w•• •o�• w�w�• •s�• aa• City of qpp�e Va��ey MEMO City Clerk's Office TO: Mayor, City Council, and City Administrator FROM: Pamela J. Gackstetter, City Clerk DATE: August 20, 2012 SUBJECT: CALENDAR OF EVENTS Following are upcoming events for your calendars: Day/Date Time Location Event 6th Annual Augustana Care of Thur./Aug. 23 4:30-7:00 p.m. Apple Valley Villa Apple Valley Food & Wine Pairing Event Thur./Aug. 23 5:30 p.m. Municipal Center Special Informal City Council Meeting Thur./Aug. 23 7:00 p.m. Municipal Center Regular City Council Meeting '" Tue./Aug. 28 3:00 p.m. Municipal Center Special City Council Meeting * Tue./Aug. 28 3:00 p.m. Municipal Center EDA Meeting Mon./Sep. 3 City Offices Closed Labor Day Wed./Sep. 5 7:00 p.m. Municipal Center Planning Commission LMC Building, Thur./Sep. 6 8:30-10:30 a.m. St. Croix Room, Metro Cities Forum St. Paul, MN Thur./Sep. 6 11:00 a.m. Valleywood Golf 2012 Chamber Golf Classic Course Thur./Sep. 6 7:00 p.m. Municipal Center Parks & Recreation Committee Mon./Sep. 10 7:00 p.m. Municipal Center Telecommunications Committee Tue./Sep. 11 5:30 p.m. Municipal Center Special Informal City Council Meeting Tue./Sep. 11 7:00 p.m. Municipal Center Special Regular City Council Meeting Wed./Sep. 12 11:30 a.m. Enjoy! Chamber Luncheon Wed./Sep. 12 7:00 p.m. Municipal Center Traffic Safety Advisory Committee Sat./Sep. 15 11:00 a.m. Fire Station 1 Firefighters Relief Association Annual Booya Wed./Sep. 19 9:00 a.m. Municipal Center Firefighters Relief Association Wed./Sep. 19 1:00 p.m. Hayes Community Dragonfly Tales & Tunes 2.0 and Senior Center Program Wed./Sep. 19 7:00 p.m. Municipal Center Planning Commission Thur./Sep. 27 7:00 p.m. Municipal Center Regular City Council Meeting * Each of the above-noted events is hereby deemed a Special Meeting of the City Council, the purpose being informational or social gathering. Only at events marked with an asterisk will any action of the Council take place. :sam R55CKREG �_-�20000 CITY OF APF , .LLEY e/16 8:42:02 Council Check Register Page - 1 7/9/2012 - 8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 1089 8/17/2012 700049 BACHMAN'S 1,650.90 AUSTRIAN PINE/BH SPRUCE FOR Q60035335 211281 41092 4940.6229 GENERAL SUPPLIES 2007 GENERAL PARK IMPROVEMENTS 395.97 PK-BLACK HILLS SRUCE, QP ATHL 00035335 211282 41124 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 276.27 PK-JUNIPERS/SPRUCE/BARBERRY 00035335 211283 41134 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 15.74 UTIL-EUNYMUS FIRE BALL BUSH 00069601 211380 41315 5320.6229 GENERAL SUPPLIES WATER WELUBOOSTER STN MNT/RPR 2,338.88 1090 8/17I2012 100071 BOYER TRUCKS 120.08 STR-PANEL SUPPORT #307 00035173 211381 658392 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 175.91 STR-TENSIONER #307 00035173 211382 658029 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 3.33 STR-RIVET #338 00035173 211383 655305X1 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 72.18 STR-BELTS #0327 00035173 211384 655305 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 371.50 1091 Sl17/2012 107562 CDW GOVERNMENT INC 389.03 POL-THERMAL PAPER ROLLS 00069366 211385 N729181 1210.6210 OFFICE SUPPLIES POLICE FIELD OPERATIONS/PATROL 389.03 1092 8/17/2012 701329 CUMMINS NPOWER LLC 30.32 PK-O-RING SEAL 00068341 211386 1007178 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 30.32 1093 S/17/2012 138812 DIMENSIONAL GROUP, THE 10,436.34 REC-DEISGN, PRINT FALL NEWSLE�0051022 211377 INV00032905 1700.6239 PRINTING PARK & RECREATION MANAGEMENT 521.82- REC-DISC FOR DELAY DEIIV-SUMMID051022 211378 RTN001059 1700.6239 PRINTING PARK & RECREATION MANAGEMENT 9,914.52 1094 8117/2�72 100685 EMERGENCY APPARATU3 MAINTENANC 479.83 FIRE-MAGNETS & RPR LADDER 49800036474 211284 62172 1350.6265 REPAIRS-EQUIPMENT FIRE VEHICLE MAINTENANCE 479.83 1095 8/17/2012 101571 FARMERS MIIL & ELEVATOR INC 3,506.56 PK-UMAX FERTILIZER 00050769 211387 SF037376 1720.6213 FERTILIZER PARK GROUNDS MAINTENANCE 3,506.56 7096 8/1712072 100166 FEDEX 49.61 FIN-SHIP TO GFOA 211403 796307230 1035.6238 POSTAGE/UPS/FEDEX FINANCE 12.10 CABLE-SHIP TO MARKERTEK VIDE�0064899 211404 796307230 2012.6238 POSTAGE/UPS/FEDEX CABLE TV JOINT POWERS 6171 1097 8/17/2072 100282 G& K SERVICES 9.58 AVCC-RUGS JUL 46765 211552 1182819652 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER R55CKREG LOG200D0 CITY OF APPLE VALLEY 8/16/2012 8:42:02 Council Check Register Pa9e - 2 i 7/9/2012 - 8H 7/2012 I Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description 8usiness Unit I � 4.62 LIQ1-RUGS JUL 46894 211553 1182817435 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR #1 OPERATIONS i 4.62 LIQ1-RUGS JUL 46894 211554 1182839521 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR #1 OPERATIONS I 3.85 LI�2-RUGS JUL 46894 211555 1182821503 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR #2 OPERATIONS 3.85 LI42-RUGS JUL 46894 211556 1182843661 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR #2 OPERATIONS 24.03 LIQ3-RUGS JUL 46894 217557 1182843659 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR #3 OPERATIONS 27.70 CH-RUGS JUL 46896 211558 1182828383 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG & GROUNDS MNTC 7.70 CH-RUGS JUL 46896 211559 7182828382 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG & GROUNDS MNTC 40.70 CMF-RUGS JUL 46896 211560 1182830618 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS R GROUNDS MNTC 40.70 CMF-RUGS JUL 46896 211561 1182852648 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS & GROUNDS MNTC 167.35 1098 8/17I2072 100277 GRAINGER 25.98 PK-CORD FOR DRILL 00069117 211405 9894899146 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 25.98 1099 8177/2072 131791 IRRIGATION BY DESIGN INC 1,827.85 PK-MONTHLY IRRIG INSP COBBLE �0049833 211388 138325 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 1,827.85 1700 8/1T/2012 130050 KING PAR LLC 7.79 GOLF FREIGHT 211301 2582499 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 64.50 GOLF BAG 211301 2582499 5115.6411 GOLF-BAGS & UMBRELLAS GOLF PRO SHOP 3.84- GOLF DISCOUNT 211302 2585654 5115.6423 GOLF-CASH DISCOUNT GOLF PRO SHOP 7.23 GOLF FREIGHT 211302 2585654 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 32.00 GOLF PUTTERS 211302 2585654 5115.6414 GOLF-CLUBS GOLF PRO SHOP 107.68 7101 8/17/2072 700289 LOGIS 13,773.47 LOGIS SERVICE 211389 35433 1040.6399 OTHER CHARGES DATA PROCESSING 463.22 LOGIS SERVICE 211390 35433 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 4,598.13 LOGIS SERVICE 211391 35433 5303.6399 OTHER CHARGES UTILITY BILLING 4,598.13 LOGIS SERVICE 211392 35433 5303.6399 OTHER CHARGES UTILITY BILLING 168.05 LOGIS SERVICE 211393 35433 5205.6399 OTHER CHARGES ARENA 1 MANAGEMENT 1.12 PAYMODE 211399 35516 5205.6399 OTHER CHARGES ARENA 1 MANAGEMENT 2.81 PAYMODE 211399 35516 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 11.77 PAYMODE 211399 35516 5303.6399 OTHER CHARGES UTILITY BILLING 11.77 PAYMODE 211399 35516 5303.6399 OTHER CHARGES 11TILITY BILLING I 28.59 PAYMODE 211399 35516 1040.6399 OTHER CHARGES DATA PROCESS�NG I 23,657.06 l 1102 8/77/2072 102103 M A ASSOCIATES II 181.15 FIRE-CIGARETTE RECEP BEIGE 00069671 211285 4579 , 1340.6229 GENERAL SUPPLIES FIRE BIDG & GROI ANTC R55CKREG �-_-�20000 CITY OF APf ,LLEY SNt 8:42:02 Council Check Register Page - 3 7!9/2012 - 8/17/2012 Check # Date Amou Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 181.15 1103 8/77/2012 138249 MINNESOTA ENVIRONMENTAL FUND 45.50 MINNESOTA ENVIRONMENTAL FUND 211442 8141214015414 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 45.50 7104 8/17/2012 178834 OPEN YOUR HEART 125.50 OPEN YOUR HEART DEDUCTION 211438 8141214015410 9000.2120 ACCRUED BENEFIT LIABILITY PAYROIL CLEARING BAL SHEET 125.50 1105 8/17/2012 100886 PARK SUPPLY OF AMERICA INC 334.58 AVCC-SOLENOID/MODULENAC BRHI@�66645 211286 44289800 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 334.58 1106 8/17/2012 701500 PREMIUM WATERS INC 30.14 POL BOTTLED WATER 00038902 211587 3138050812 1250.6229 GENERAL SUPPLIES POLICE FACILITY 30.14 1107 8/17/2072 100393 PUMP 8 METER SERVICE INC i 265.04 CMF-CHIPKEY READER ASSY 00035198 211299 1792618872S0 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS & GROUNDS MNTC I 85.50 CMF-AUTOMATIC NOZZLES 00035198 211300 1797518915S0 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS & GROUNDS MNTC 350.54 7108 8/17/2012 132487 RICOH AMERICAS CORPORATION '� 168.00 FIN COPIER MAINT 8/12-7/13 00047890 211588 494774 1035.6265 REPAIRS-EQUIPMENT FiNANCE 168.00 INSP COPIER MAINT 8/12-7/13 00047890 211588 494774 1400.6265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 336.00 I 1109 8l77/2072 707709 SHAMROCK DISPOSAL ' 420.98 PK-30 YD DUMPSTER 00039459 211379 46106 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 420.98 STR-30 YD DUMPSTER 00039459 211379 46106 1610.6240 CLEANING SERVICE/GARBAGE REMOVSTREETBOULEVARD REPAIR & MNTC 699.22 PK-10 YD & 20 YD DUMPSTERS 00039459 211379 46106 1720.6240 CIEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 1,541.18 1770 8/77/2012 100437 SHERWIN WILLIAMS CO 57.68 IA2 PAINT SUPPLIES 68377 211562 82881 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 428.46 PK PAINT FOR RINKS 35354 211563 82774 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 66.88 IA2 PAINT FOR OFFICE 69260 271564 25904 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 111.98 IA2 SAFETY RED PAINT 68373 211565 31440 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 40.67 IA2 PAINT SUPPLIES 68375 211566 28205 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 126.60 IA2 PAINT SUPPLIES 68376 211567 30003 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 428.46 PK GALAXIE/HUNTINGING RINKS 35354 211568 81891 1725.6229 GENERAI SUPPLIES PARK ICE RINK MAINTENANCE I R55CKREG LOG20000 CITY OF APPLE VALLEY 8l16/2012 8:42:02 Council Check Register Page - 4 7/9l2012 -8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 31.59 PK PAINT BRUSHES 35354 217569 81691 1770.6229 GENERAL SUPPLIES PARK GENERAL MAINTENANCE 109.71 IA2 PAINTlSUPPLIES FOR DOORS 68380 211570 34732 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 97.94 IA2 PAINT SUPPLIES 68379 211571 87112 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 73.62 IA2 PAINT SUPPLIES 68382 211572 89480 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 5.06 IA2 TAX 68382 211573 89480 5265.6229 GENERAL SUPPLIES ARENA 2 BLDG MAINTENANCE-HAYES 1,578.65 1771 S/17/2012 100715 SIRCHIE FINGER PRINT LABORATOR 700.89 POL-EVIDENCE TUBES, TAGS 00069363 211406 899921N 1210.6211 SMALL TOOLS & EQUIPMENT POIICE FIELD OPERATIONSIPATROL i 6.49- 00069363 211406 899921N 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET I 94.40 7112 8/17I2012 100454 STAR TRIBUNE MEDIA CO LLC 697.00 HR-EMPL AD, POLICE OFFICER 211407 1009377609 1020.6239 PRINTING HUMAN RESOURCES 697.00 " 1113 8/17I2012 726500 UNLIMITED SUPPLIES 140.56 PK-MISC HARDWARE SUPPLIES 211400 189207 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 46.06 SHOP-NYLON WIRE TIE/HOSE CLAhU0048930 211401 189208 1530.6215 EQUIPMENT-PARTS CMF SHOP EQUIP MNTC 8 REPAIR 45.75 STR-BOLTS AND NUTS 211402 189209 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 232.37 1114 8/17/2072 100496 VAN PAPER CO .76- DISCT#3 00008795 211303 244903 5095.6333 GENERAL-CASH DISCOUNTS LIQUOR #3 OPERATIONS 75.97 BAGS#3 00008795 211303 244903 5095.6229 GENERAL SUPPLIES LIQUOR #3 OPERATIONS 75.21 171b 8/17/2012 700834 VERSATILE VEHICLES INC 3,600.00 GOLF LEASED CARS-SEPT 211589 63577 5115.6410 GOLF-RENT POWER CARTS GOLF PRO SHOP 506.59 GOLF LEASED REFRESHER CART-AUG 211590 63576 5120.6310 RENTAL EXPENSE GOLF KITCHEN 4,106.59 � 1176 8/17/2012 172365 WERNER ELECTRIC SUPPLY 1.67- UTIL DISCOUNT 00051184 211596 S7097806001 5345.6333 GENERAL-CASH DISCOUNTS WATER EQUIPNEHICLE/MISC MNTC .99- STR DISCOUNT 00051184 211596 S7097806001 1630.6333 GENERAL-CASH DISCOUNTS STREET EQUIPMENT MAINTENANCE .83- POL DISCOUNT 00051184 211596 S7097806001 1200.6333 GENERAL-CASH DISCOUNTS POLICE MANAGEMENT .74- REC DISCOUNT 00051184 211596 57097806001 1700.6333 GENERAL-CASH DISCOUNTS PARK & RECREATION MANAGEMENT .64- PARK DISCOUNT 00051184 211596 S7097806001 1765.6333 GENERAL-CASH DISCOUNTS PARK EQUIPMENT MAINTENANCE .34- IA1 DISCOl1NT 00051184 211596 S7097806001 5215.6333 GENERAL-CASH DISCOUNTS ARENA 1 EQUIPMENT MAINTENANCE .09- LIQ1 DISCOUNT 00051184 211596 S7097806001 5025.6333 GENERAL-CASH DISCOUNTS LIQUOR #1 OPERATIONS .09- CODE DISCOUNT 00051184 211596 S7097806001 1013.6333 GENERAL-CASH DISCOUNTS CODE ENFORCEMENT .03- IT DISCOUNT 00051184 211596 S7097806001 ` 1030.6333 GENERAL-CASH DISCOUNTS INFORMATION TEF OGY R55CKREG �..�20000 CITY OF APF .LLEY 8�1E $:42:�2 Council Check Register Page - 5 7/9/2012 -8l17/2012 Check # Date A mount Supplier J Explanation PO # Doc No Inv No Account No Subledge Account Description B usiness Unit 3.26 IT BATTERIES 00051184 211596 S7097806001 1030.6215 EQUIPMENT-PARTS INFORMATION TECHNOLOGY 9.20 LIQ1 BATTERIES 00051184 211596 S7097806001 5025.6215 EQUIPMENT-PARTS LIQUOR #1 OPERATIONS 9.88 CODE BATTERIES 00051184 211596 S7097806001 1013.6215 EQUIPMENT-PARTS CODE ENFORCEMENT 36.38 IA1 BATTERIES 00051184 211596 S7097806001 5215.6215 EQUIPMENT-PARTS ARENA 1 EQUIPMENT MAINTENANCE 68.77 PARK BATTERIES 00051184 271596 S7097806001 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 78.88 REC BATTERIES 00051184 211596 S7097806001 1700.6215 EQUIPMENT-PARTS PARK & RECREATION MANAGEMENT 88.66 POL BATTERIES 00051184 211596 S7097806001 1200.6215 EQUIPMENT-PARTS POLICE MANAGEMENT 105.96 STR BATTERIES 00051184 211596 S7097806001 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 178.36 UTIL BATTERIES 00051184 211596 S7097806001 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 573.93 1717 8/17/2072 100363 XCEI ENERGY 152.25 UTIL LIGHTS 211591 433329681 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 152.25 7118 SH7/2072 138342 YOCUM OIL COMPANY INC 10,536.40 GASOLINE 00050328 211408 504577 1000.1520 INVENTORY-SUPPLIES GENERAL FUND BALANCE SHEET 3,375.75 GASOLINE 00050328 211409 504578 1000.1520 INVENTORY-SUPPLIES GENERAL FUND BALANCE SHEET 9,491.10 GASOLINE 00050328 211410 504576 1000.1520 INVENTORY-SUPPLIES GENERAL FUND BALANCE SHEET 371.33 GOLF-DIESEL 00051106 211411 502952 5155.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 930.12 GOLF-SUPER 87 00051106 211412 502951 5155.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 957.74 CH DIESEL FUEL FOR GENERATOR00050328 211592 494048 1060.6212 MOTOR FUELSlOILS MUNICIPAL BL DG & GROUNDS MNTC 1,641.74 UTIL DIESEL FUEL FOR GENERATOH0050328 211593 494049 5325.6212 MOTOR FUELS/OILS WATER TREATMENT FCLTY MNTC/RPR 623.25 UTIL DIESEL FUEL-LIFT1 GENERAT 00050328 271594 494046 5380.6212 MOTOR FUELS/OILS SEWER LIFT STN REPAIR & MNTC 211.00 UTIL DIESEL FUEL-LIFT 3 GENERA 00050328 211595 494047 5380.6212 MOTOR FUELS/OILS SEWER LIFT STN REPAIR 8 MNTC 28,138.43 248416 8N5/2012 138336 BERNICK'S BEVERAGE 378.40 BEER#1 D0050356 211597 15843 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 60.00 TAX#1 00050356 211598 16221 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 60.00 NOTAX#1 00050356 211598 16221 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 894.55 BEER#1 00050356 211599 16222 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 165.55 BEER#3 00050356 211600 15844 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 1,558.50 248417 8/15/2012 143123 BOOM ISLAND BREWING COMPANY, L 736.00 BEER#3 00051132 211601 303 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 736.00 248418 8H5f2012 100013 J J TAYLOR DISTRIBUTING CO OF 220.00 BEER#1 116 211615 1832128 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 7,151.06 BEER#1 116 211616 1832188 5015.6530 BEER LIQUOR #1 STOCK PURCHASES R55CKREG LOG20000 CITY OF APPLE VALLEY 8/16/2012 8:42:02 Council Check Register Page - 6 7!9/2012 - 8/1712012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 30.00 TAX#1 116 211617 1832188 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 31.50 BEER#1 116 211618 1832197 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 5,986.85 BEER#1 116 211619 1857024 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 38.80 NOTAX#1 116 211620 1857024 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 85.00 BEER#1 116 211621 1657053 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 1,200.00 BEER#1 116 211622 1857059 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 7,989.09 BEER#1 116 211623 1857080 5015.6530 BEER IIQUOR #1 STOCK PURCHASES 38.80 NOTAX#1 116 211624 1857080 5015.6545 NON-TAXABLE MISC FOR RESALE UQUOR #1 STOCK PURCHASES � 296.00 BEER#1 116 211625 1857100 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 54.60- CMBEER#1 116 271626 1182693 5015.6530 BEER LIQUOR #t STOCK PURCHASES 220.00 BEER#1 116 211627 1857151 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 8,151.57 BEER#1 116 211628 1878805 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 357.00 BEER#1 116 211629 1878806 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 23.75- CMBEER#1 116 211630 1878825 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 3,764.52 BEER#2 116 211631 7832181 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 15.00 TAX#2 116 211632 7832181 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 38.80 NOTAX#2 116 211633 7832181 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCNASES 9.60- CMBEER#2 116 211634 1183856 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 2,864.10 BEER#2 716 217635 1857038 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 2,243.39 BEER#2 116 211636 1857092 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 44.60 NOTAX#2 116 211637 1857092 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 76.00 BEER#2 116 211638 1657121 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 1,843.75 BEER#2 116 211639 1857146 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 125.50 BEER#2 116 211640 1857153 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 3,397.70 BEER#2 116 211641 1857186 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 6,586.34 BEER#3 116 211642 1632180 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 1,950.05 BEER#3 116 211643 1857037 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 15.00 TAX#3 116 211644 1857037 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 2,201.10 BEER#3 116 211645 1857091 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 38.80 NOTAX#3 116 211646 1857091 5065.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES I 4,859.00 BEER#3 116 211647 1857145 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 15.00 TAX#3 116 211648 7857145 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 155.00 BEER#3 116 211649 1857180 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 2,922.70 BEER#3 116 211650 1857185 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 15.00 TAX#3 116 211651 1857185 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 44.60 NOTAX#3 116 211652 1857185 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 64,923.67 248419 8/75/2012 742858 LUCID BREWING 1,203.00 BEER#3 00051098 217308 632 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 1,203.00 R55CKREG �:,.�20000 CITY OF APF . �LLEY 8l16 8:42:02 Councii Check Register Page - 7 7/9/2012 - 8/17l2012 Check # Date Amount Suppiier / Expianation PO # Doc No inv No Account No Subledge Account Description Business Unit 248420 8/75/2012 100374 PEPSI-COLA COMPANY 422.60 TAX#1 00002171 211304 72631637 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 179.40 TAX#1 00002171 211305 72631714 5015.6540 TAXABIE MISC FOR RESALE LIQUOR #t STOCK PURCHASES 398.41 TAX#2 00002171 211306 73328538 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 516.00 TAX#3 00002171 211307 72631691 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 1, 516.41 248421 8N5/2012 700524 SOUTHERN WINE & SPIRITS OF MN 180.00 LIQ#1 50756 211653 1837813 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 116.49 LIQ#1 50756 211654 1837827 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 312.35 LIQ#1 50756 211655 1837883 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 3,190.63 LIQ#1 50756 211656 1837925 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 842.50 LIQ#1 50756 211657 1837963 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 923.89 LIQ#1 50756 211658 1837970 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 842.50 LIQ#1 50756 211659 1837963 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 3,346.69 LIQ#1 50756 211660 1867010 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 125.99- CMLIQ#1 50756 211661 1839918 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 197.90 LIQ#1 50756 211662 1867007 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 1,430.00 WINE#1 50756 211663 1841604 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 448.00 WINE#1 50756 211664 1832851 5015.6520 WINE LIC�UOR #1 STOCK PURCHASES 2,048.00 WINE#1 50756 211665 1841636 5015.6520 W1NE LIQUOR #1 STOCK PURCHASES 8.00- CMWINE#1 50756 211666 1832947 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 446.00 VV�NE#1 50756 211667 1847657 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 1,830.00 WINE#1 50756 211668 1841683 5015.6520 VNNE LIQUOR #1 STOCK PURCHASES 895.04 LIQ#2 50756 211669 1837884 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 2,371.18 LIQ#2 50756 211670 1837926 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 28.95 LIQ#2 50756 211671 1837938 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 842.50 LIQ#2 50756 211672 1837965 5055.6510 LIQUOR UQUOR #2 STOCK PURCHASES 323.82 LIQ#2 50756 211673 1837968 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 1,519.64 LIQ#2 50756 211674 1867011 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 463.83 LIQ#2 50756 211675 1837977 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 73.15 LIQ#2 50756 211676 1867058 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 86.10 LIQ#2 50756 211677 1867060 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 73.15- CMLIQ#2 50756 211678 1867059 5055.6510 UQUOR LIQUOR #2 STOCK PURCHASES 425.00 WINE#2 50756 211679 1841607 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 780.00 WINE#2 50756 211680 1841638 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 32.OD- CMVNNE#2 50756 211681 1832546 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 8.00- CMVNNE#2 50756 211682 1832972 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 40.00 WINE#2 50756 211683 1841661 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 982.00 VNNE#2 50756 211684 1841681 5055.6520 VNNE LIQUOR #2 STOCK PURCHASES R55CKREG LOG20000 CITY OF APPLE VALLEY S/16/2012 8:42:02 Council Check Register Page - 8 7!9/2012 - 8/17/2012 Ch eck # Date Amount Supplier I Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 552.98 LIQ#3 50756 211685 1837845 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 1,336.63 LIQ#3 50756 211686 1837885 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 31.50- CMLIQ#3 50756 211687 1817746 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 3,469.64 LIQ#3 50756 211688 1837927 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 524.92 LIQ#3 50756 211689 1837928 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 3,389.00- CMLIQ#3 50756 211690 1822569 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 1,685.00 LIQ#3 50756 211691 7837966 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 3,007.01 LIQ#3 50756 211692 1837969 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES , 1,599.71 LIQ#3 50756 211693 1837978 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES l 3,974.44 LIQ#3 50756 211694 1867006 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 3,819.98 LIQ#3 50756 211695 1867012 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 36.14 NOTAX#3 50756 217696 1867012 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 216.00 WINE#3 50756 211697 1800759 5085.6520 VNNE LIQUOR #3 STOCK PURCHASES 192.00 WINE#3 50756 211698 1832850 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,020.00 WINE#3 50756 211699 1841603 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 624.00 WINE#3 50756 211700 1841622 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 88.00 WINE#3 50756 211701 1832898 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 687.00 WINE#3 50756 211702 1841639 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 208.00 WINE#3 50756 211703 1841658 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 2,028.00 WINE#3 50756 211704 1841684 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,016.00 WINE#3 50756 211705 1864432 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 13.33- CMWINE#3 50756 211706 1832945 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 47,390.64 ! 248422 8/15/2072 100152 WIRTZ BEVERAGE MINNESOTA WINE I 3.45 FREIGHT#1 00001930 271602 782318 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES I 19.55 FREIGHT#1 00001930 211603 786557 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES , 873.41 WINE#1 00001930 211603 786557 5015.6520 WINE LIQUOR #t STOCK PURCHASES 2.30 FREIGHT#2 00001930 211604 782317 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 129.90 WINE#2 00001930 211605 784190 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 3.45 FREIGHT#2 00001930 211606 786553 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 215.91 WINE#2 00001930 211606 786553 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 11.50 FREIGHT#3 00001930 211607 782729 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 519.60 WINE#3 00001930 211607 782729 5085.6520 WINE LIQUOR #3 STOCK PURCHASES �i 64.00 WINE#3 00001930 211608 784431 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 23.00 FREIGHT#3 00001930 211609 786544 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES I 1,567.42 WINE#3 00001930 211609 786544 5085.6520 VNNE LIQUOR #3 STOCK PURCHASES ' 4 8.00 WINE#3 00001930 211610 786545 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 3,481.49 248423 8l15/2012 100009 AFSCME COUNCIL #5 R55CKREG �..�20000 CITY OF APF. .LLEY S/16 8:42:02 Council Check Register Page - 9 7/9l2012 -8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Descrip Business Unit 1,912.00 UNION DUES AFSCME 211613 120802W 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,912.00 248424 8/15/2012 101431 HEALTH FUND, THE 130.50 HEALTH Fl1ND DEDUCTION 211450 814121401549 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 130.50 248425 8/15/2012 101199 NCPERS MINNESOTA 752.00 PERA LIFE INUSRANCE - JULY 211614 120802T 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 752.00 248426 8/15/2012 101339 BRADY, GREGORY P 8.00 INSP NDC BO MTG-BRADY 211287 20120803 1460.6275 SCHOOLS/CONFERENCES/EXP LOCAL INSPECTIONS TRAINING 29.41 INSP MILEAGE JULY-AUG 211287 20120803 1400.6277 MILEAGE/AUTO ALLOWANCE INSPECTIONS MANAGEMENT 37.41 248427 8/15/2072 121005 CHAPMAN, LIZ 14.43 SWIM MILEAGE JULY 211288 20120727 1940.6277 MILEAGE/AUTO ALLOWANCE AQUATIC SWIM CENTER 14.43 248428 8/15/2012 173559 GEORGE, TAYLOR F 44.93 IT MILEAGE MAY-AUG 211289 20120808 1030.6277 MILEAGE/AUTO ALLOWANCE �NFORMATION TECHNOLOGY 44.93 248429 8/75/2012 100380 PIETIG, GARY R 50.00 ICE ARENA MGR CONF PIETIG GRAP 211413 20120815 5205.6278 SUBSISTENCE ALLOWANCE ARENA 1 MANAGEMENT 50.00 248430 8/16/2012 142322 RETHERFORD, KELSEY 38.84 SWIM MILEAGE JULY 211290 20120727 1940.6277 MILEAGEIAUTO ALLOWANCE AQUATIC SWIM CENTER 38.84 248431 8l75/2012 100581 THOMPSON, NEALON P 250.00 CHIEF CONF DENVER-N THOMPSON 211316 20120805 1310.6278 SUBSISTENCE ALLOWANCE FIRE TRAfNING 250.00 248432 8/1S/2012 117062 WEISS, TODD R 54.99 AVCC-SHOES 211363 20120806 1900.6281 UNIFORM/CLOTHING ALLOWANCE AV COMMUNITY CENTER 54.99 248433 8/15/2012 143317 WYLIE, JACLYN 55.42 SVNM MILEAGE JULY 211291 20120726 1940.6277 MILEAGE/AUTO ALLOWANCE AQUATIC SWiM CENTER CITY OF APPLE VALLEY 8/76/2012 8:42:02 R55CKREG lOC�20000 Council Check Register Page - 10 7/9I2012 — 8/17/2012 Check # Date Amount Supplier ! Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 55.42 248434 8N5/2012 143036 BAUERNFEIND GOEDTEL ' 15,936.25 VALLEYWOOD CLUBHOUSE 211575 680030004 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 15,936.25 i �i 248435 S/15/2012 742817 BRETH-ZENZEN FIRE PROTECTION, � 9,409.75 VALLEYWOOD CLUBHOUSE 211576 3 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 9,409.75 248436 8/15/2012 142900 CANNON CONSTRUCTION, INC. 38,210.90 VALLEYWOOD CLUBHOUSE 271577 5 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 38,210.90 248437 8/16/2012 743037 JIM MURR PLUMBING, INC. 59,299.00 VALLEYWOOD CLUBHOUSE 211578 110404 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 59,299.00 248438 8115/2012 143422 NORTHERN GLASS & GLAZING, INC. 16,720.00 VALLEYWOOD CLUBHOUSE 211579 APPLICATIONO2 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 16,720.00 248439 8/16/2012 143449 PREMIER RESTAURANT EQUIPMENT C 113,876.50 VALLEYWOOD CLUBHOUSE 211580 114001 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 113,876.50 248440 8/15/2012 143038 PRIOR LAKE BLACKTOP, INC. 21,142.25 VALLEYWOOD CLUBHOUSE 211581 APPLICATIONO3 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 21,142.25 248441 817512012 142815 REGAL CONTRACTORS INC. I 4,799.40 VALLEYWOOD CLUBHOUSE 211582 APPLICATIONO6 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION I 4,799.40 I 248442 8/15/2012 142899 SCHAMMEL ELECTRIC, INC. ' 50,847.80 VALLEYWOOD CLUBHOUSE 211583 11011905 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 50,847.80 I 248443 8/75/2012 142738 THURNBECK STEEL FABRICATION, I 5,842.50 VALLEYWOOD CLUBHOUSE 211584 110404 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 5,842.50 R55CKREG LvU20000 CITY OF APF. <+LLEY 8/1E 8:42:02 Councii Check Register Page - 11 7/9/2012 -8/17/2012 Check # Date Amount Su pplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Uni 248444 8/15/2012 101309 WASCHE COMMERCIAL FINISHES INC 10,348.54 VALLEYWOOD CLUBHOUSE 211585 APPLICATIONO2 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 10,348.54 24844b 8/7bl2072 142816 WTG TERAZZO & TILE, INC. 19,361.00 VALLEYWOOD CLUBHOUSE 211586 APPLICATIONO3 519D.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 19,361.00 248446 8/15/2012 101557 AAA CREDIT SCREENING SVCS LLC 25.00 POL CREDIT CHECKS - JULY 00039636 211414 70567 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 25.00 248447 8/75/2012 143442 ADAM'S ON TIME PLBG 8 WATER HE 5.00 REF AV036346 14717 ECHO WAY 211311 AV036346 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 38.08 REF AV036346 14717 ECHO WAY 211311 AV036346 1001.4065 PERMIT-PLUMBING GENERAL FUND REVENUE 43.08 ' 248448 8/15/2012 107231 ADVANCED GRAPHIX INC 106.88 CH-WATER BILL DROP BOX DECAL�0037606 211431 186108 1060.6215 EQUIPMENT-PARTS MUNIC�PAL BLDG & GROUNDS MNTC 106.88 248449 8/16/2012 102927 ALOE UP 273.60 SWIM-STAFF SUNSCREEN 00069228 211415 160786 1940.6229 GENERAL SUPPLIES AQUAT�C SWIM CENTER 144.00 SWIM-SUNSCREEN FOR RESALE 00069229 211432 160785 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 417.60 I I 248450 8/1512012 142571 AMERICAN RED CROSS 190.00 POOL-ADM EMERGENCY OXYGEN 00040872 211433 10118383 1930.6280 DUES & SUBSCRIPTIONS REDWOOD POOL 190.00 I � �� 248451 8/76/2072 143450 AOK LAWN CARE I ', 53.56 LAWN MOWING-6965 133RD CT 211519 8066 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT I� 144.62 LAWN MOWING-6991 133RD ST W 211520 8067 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 53.56 LAWN MOWING-15240 DUPONT CT 211521 8068 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT ' 251.74 ' 246452 8I15/2012 700039 APPLE VALLEY FORD ' 293.91 POL VEHICLE LEASE-AUGUST 211513 1215.6310 RENTAL EXPENSE POLICE DETECTIVE UNIT ', 4.61 PK INTERIOR PANEL CLIPS 35168 211514 273144 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE ', 267.18- POL RACK & PINION CORE 35168 211515 CM272912 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL i 19.98 STR WEATHER STRIP 35168 211516 272931 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE I 601.16 POL RACK & PINION & CORE, EXH 35168 211517 272912 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONSlPATROL I �I R55CKREG LOG20000 CITY OF APPLE VALLEY S/16/2012 8:42:02 Council Check Register Page - 12 7/9/2012 — 8l17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 646.55 POL CATALITIC CONVERTER 35168 211518 2729121 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 1,299.03 248453 S/15/2012 178892 ASPEN MILLS . ' 115.89 FIRE-HOCHSPRUNG UNIFORM 00048355 211313 123654 1300.6281 UNIFORM/CLOTHING ALLOWANCE FIRE MANAGEMENT I 115.89 I 248454 8/1b12012 700032 ASTLEFORD INTERNATIONAL & ISUZ 3,115.89 PK-RPR & RPLC PARTS #240 211434 C87360 1765.6265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE 328 .90 PK-DIAGNOSE ENGINE 211435 C87404 1765.6265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE I 3,444J9 , 248455 8N5/2012 101497 BARCO PRODUCTS CO I �, 3,740.05 PK-OBSERVATION MESSAGE CTR 00051159 211364 71200107 4940.6229 GENERAL SUPPLIES 2007 GENERAL PARK IMPROVEMENTS I 240.59- 00051159 211364 71200107 4935.2330 DUE TO OTHER GOVERNMENT 2007 PARK BOND BAL SHT I 3,499.46 248456 8/15/2012 100709 BATTERIES PLUS 17.05 FIRE-BATTERY, EMERG BACKUP 00035612 211416 17261187 1340.6215 EQUIPMENT-PARTS FIRE BLDG & GROUNDS MNTC 21.36 FIRE-BATTERY STICK FOR FLASHL�0035612 211417 17260928 1320.6215 EQUIPMENT-PARTS FIRE PREVENTION 38.41 248457 8/15/2012 742897 BOLTON & MENK, INC. 4,604.50 FLAGSTAFF 8 CSAH 42 IMPROV 211318 149229 4721.6235 2012112R CONSULTANT SERVICES FISCHER 4,604.50 248458 8/1512012 700069 BOSSARDT CORPORATION 17,619.06 VALLEYWOOD CLUBHOUSE 211365 10518 5190.6235 2011137G CONSULTANT SERVICES GOLF CLUBHOUSE CONSTRUCTION 3,121.35 VALLEYWOOD CLUBHOUSE 211366 10519 5190.6235 2011137G CONSULTANT SERVICES GOLF CLUBHOUSE CONSTRUCTION 20,740.41 �i 248459 8H5/2072 100072 BRAUN INTERTEC CORPORATION ' 172.00 WQ-WATER SAMPLE ANALYSIS 00047796 211314 1203076 5505.6235 CONSULTANT SERVICES STORM DRAIN UTILITY ', 172.00 I 248460 S/1512012 119987 BROWN-WILBERT INC 1,051.65 CEMETERY-CREMATION VAULTS 211367 2007167 5605.6324 CREMATION VAULTS CEMETERY , 1,051.65- CEMETERY-CREMATION VAULTS, CR 211368 2007184 5605.6324 CREMATION VAULTS CEMETERY . ' 885.00 CEMETERY-CREMATION VAULTS 211369 2007185 5605.6324 CREMATION VAULTS CEMETERY ' 885.00 I 248461 8/16!'"' ' 722460 BRYAN ADVERTISING CO i � RSSCKREG `�_ �20000 CITY OF APF , :LLEY 8/16 ` 8:42:02 Council Check Register Page - 13 7/9/2012 - 8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 195.56 REC SWEATSHIRTS 211372 37790 1825.6281 UNIFORM/CLOTHING ALLOWANCE REC SUMMER PLAYGROUND ACTIVITY 455.15 SWIM TSHIRTS, TANK TOPS 211372 37790 1940.6281 UNIFORM/CLOTHING ALLOWANCE AQUATIC SWIM CENTER 650.71 248462 8/15/2012 721014 BUCKEYE CLEANING CENTER 355.81 SWIM-HAND SOAP/HAND SANITIZEF00050039 211436 684067 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 355.81 248463 8/15/2012 100726 BUG BUSTERS INC 97.26 AVCC PEST CONTROL - JULY 00035323 211418 84600 1900.6249 OTHER CONTRACTUAL SERVICES AV COMMUNITY CENTER 97.26 248464 8/15/2012 141322 CANNON ELECTRIC MOTOR 195:12 UTIL-WTP BYPASS MOTOR RPR 211451 31715 5325.6265 REPAIRS-EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 195.12 248465 8/15/2012 100314 COCA-COLA REFRESHMENTS USA, IN 595.74 REC JCRP POP 35764 211522 136826319 1850.6540 TAXABLE MISC FOR RESALE REC SOFTBALL 37.54- SWIM POP 37963 211523 188452813 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 740.18 SWIM POP 37963 211524 788452814 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SVNM CENTER 686.64 SWIM POP 37963 211525 788453315 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 326.51 SWIM POP 37963 211526 158554317 7940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 122.85- GOLF KTN POP 14126 211527 158554331 5120.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF KITCHEN 1,131.45 GOLF KTN POP 14126 211528 158554332 5120.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF KITCHEN 857.38 GOLF KTN POP 14126 211529 168452803 5120.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF KITCHEN 4,177.51 248466 8/75l2072 743448 CODE 3 60.00 POL-RPR LABOR #63 00069172 211452 887342RI 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 60.00 248467 8/15/2072 143447 CONTRACTORS CAPITAL CORPORATIO 5,675.00 REIMB NRMP 13598 EMBRY WAY 211317 20120724 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 5,675.00 248468 8/15/2072 142662 CONVENTION 8 VISITORS BUREAU 8,753.56 LODGING TAX - 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15 7/9/2012 -8/17/2012 Check # Date Amount Sup plier 1 Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 5.00 REF AV037032 14405 DRUMLIN CT 211312 AV037032 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 23.60 REF AV037032 14405 DRUMLIN CT 211312 AV037032 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 28.60 248480 8/15/2012 100897 HANCO CORPORATION 120.38 STR-TIRES 00069171 211459 633994 1630.6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 120.38 248481 8/75/2012 127078 HELENA CHEMICAL COMPANY 366.01 GOLF-DITHANE RAINSHIELD 00050087 211460 134720153 5150.6214 CHEMICALS GOLF COURSE MAINTENANCE 366.01 i 248482 SI15/2012 128972 HOISINGTON KOEGLER GROUP INC 112.78 DEV BRTOD STUDY 211421 120203 1100.6249 OTHER CONTRACTUAL SERVICES DEV MANAGEMENT 17,157.50 DEV PROF SRVCS 6/1-7/31/12 211421 120203 1145.6235 CONSULTANT SERVICES LCDA GRANT-HANSON STUDY 17,270.28 248483 8/15/2072 136029 HUFCOR MINNESOTA LLC 60.00 HCSC-DIVIDER WALL WRENCH 00067142 217461 2492 1920.6211 SMALL TOOLS & EQUIPMENT HAYES COMMUNITY 8 SENIOR CTR 60.00 248484 8/15/2072 100242 INDEPENDENT BLACK DIRT CO 240.47 PK-1-1-1 MIX 00035343 211479 10143 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 27.79 PK-BLACK DIRT 00035343 211480 10157 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27.79 PK-BLACK DIRT 00035343 211481 10166 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27.79 PK-BLACK DIRT 00035343 211482 10169 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27.79 PK-BLACK DIRT 00035343 211483 10181 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 240.47 PK-1-1-1 MIX 00035343 211484 10164 1780.6229 GENERAL SUPPLIES PARK HIGH SCHOOL #4 FIELDS 27.79 UTIL-BLACK DIRT 00035235 211485 10209 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 13.89 PK-BLACK DIRT 00035343 211486 10182 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 13.89 PK-BLACK DIRT 00035343 211487 10229 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 69.4� STR-BLACK DIRT, STM STUMP RPR00035429 211488 10205 1960.6229 2012142G GENERAL SUPPLIES CONTINGENCY 69.47 STR-BLACK DIRT, STM STUMP RPR00035429 211489 10206 1960.6229 2012142G GENERAL SUPPLIES CONTINGENCY I 13.89 PK-BLACK DIRT 00035343 211490 10255 1720.6229 GENERAL SUPPl1ES PARK GROUNDS MAINTENANCE 2779 PK-BLACK DIRT 00035343 211491 10252 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27J9 PK-BLACK DIRT 00035343 211492 10251 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 13.89 UTIL-BLACK DIRT 00035235 211493 10280 5330.6229 GENERAL SUPPUES WTR MAIN/HYDRANT/CURB STOP MNT 224.44 BLACK DIRT FOR NEW CLUBHOUS�0035385 271494 10092 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION ' 224.44 BLACK DIRT FOR NEW,CLUBHOUS�0035385 211495 10093 5190.6229 2011137G GENERAL SUPPLIES GOLF ClUBHOUSE CONSTRUCTION 224.44 BLACK DIRT FOR NEW CLUBHOUS�0035385 211496 10094 5190.6229 GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 224.44 BLACK DIRT FOR NEW CLUBHOUS�0035385 211497 10335 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 224.44 BLACK DIRT FOR NEW CLUBHOUS�0035385 211498 10336 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION RSSCKREG LOG20000 CITY OF APPLE VALLEY 8/1612012 8:42:02 Council Check Register Page - 16 7/9/2012 - 8/17l2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 224.44 BLACK DIRT FOR NEW CLUBHOUS�0035385 211499 10337 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 27.79 UTIL-BLACK DIRT 137TH/GVD 00035235 211500 10293 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 69.47 STR-BLACK DIRT, STM STUMP RPR00035429 211501 10292 1960.6229 2012142G GENERAL SUPPLIES CONTINGENCY 69.47 STR-BLACK DIRT, STM STUAAP RPR00035429 211502 10291 1960.6229 2012142G GENERAL SUPPLIES CONTINGENCY 27.79 PK-BLACK DIRT 00035343 211503 10301 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27.79 PK-BLACK DIRT 00035343 211504 10316 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 27.79 PK-BLACK DIRT 00035343 211505 10321 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 2,466.71 248485 8/15/2012 103281 INSPECTRON INC 165.00 SSTS INSPECTION-CAMP SACAJAWEA 211511 20120810 1400.6235 CONSULTANT SERVICES INSPECTIONS MANAGEMENT 165.00 248486 8/15/2012 100243 ISD 196 13,583.04 ICE ARENAI CLEANING 1!1 - 6/30 211422 1267 5210.6240 CLEANING SERVICE/GARBAGE REMOVARENA 1 BUILDING MAINTENANCE 13,583.04 248487 8/15/2012 100567 JEFF BELZER'S CHEVROLET INC 469.43 FIRE-RPLC DLC CONNECTOR #4972 211463 521744 1350.6265 REPAIRS-EQUIPMENT FIRE VEHICLE MAINTENANCE 469.43 248488 8/1S/2072 119398 JOHN E REID AND ASSOCIATES INC 770.0 REID INTERVIEWING-ROGERS 211376 134596 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 770.00 248489 8/1b/2012 102937 JRK SEED & TURF SUPPLY INC 684.00 PK-RED INFIELD CONDITIONER 00049835 211464 5192 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIEID MAINTENANC 360.91 PK-RED INFIELD CONDITIONER 00049835 211465 4978 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 557.15 PK-STARTER FERTILIZER 00049835 211465 4978 1715.6213 FERTILIZER PARK ATHLETIC FIELD MAINTENANC 1,602.06 248490 8/15/2012 120273 KENNEDY & GRAVEN CHARTERED 206.25 CABLE-LEGAL SVCS FRP,NCHISE RNW 211462 AP15500001 2012.6235 CONSULTANT SERVICES CABLE TV JOINT POWERS 206.25 248491 8/15/2012 703337 KLM ENGINEERING INC 2,800.00 UTIL-PALOMINO RES WARRANTY IN81051096 211423 4577 5330.6249 OTHER CONTRACTUAL SERVICES WTR MAINIHYDRANT/CURB STOP MNT 2,800.00 248492 811512072 143441 KRECH EXTERIORS 5.00 REF AV032355 996 BALDWIN DR 211310 AV032355 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 66.00 REF AV032355 996 BALDWIN DR 211310 AV032355 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND RF "E ��I R55CKREG CvG20000 CITY OF APP. .,(LLEY 8/16. 8:42:02 Council Check Register Pa9e - 17 7/9/2012 -8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business U nit 71.00 248493 8/15/2012 740696 KRUEGER EXCAVATING INC 343.16 2012 UTILITY IMPROVEMENTS-FNL 211430 201210402 2027.6810 2012104G CONSTRUCTION IN PROGRESS ROAD ESCROW � 343.16 248494 8/15/2012 700646 IAWSON PRODUCTS INC 162.40 SHOP-MISC PARTS, JULY 00035191 211424 9300975609 1530.6215 EQUIPMENT-PARTS CMF SHOP EQUIP MNTC & REPAIR 162.40 248495 8/16/2012 101616 LMC INSURANCE TRUST 102,388.00 3RD QTR 2012/13 PROP INSURANCE 217574 41157 7205.6311 INSURANCE-PROPERTY/LIABILITY RISK MANAGEMENTS/INSURANCE 102,388.00 248496 8H5/2012 116371 LOFFLER 148.55 IT TONER FOR POLICE 211425 1441046 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 259.70 IT TONER FOR POLICE 211426 1440346 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 408.25 248497 SM5/2072 100934 LUBRICATION TECHNOLOGIES INC 5.00 SHOP-DRUM DEP/CREDIT 00051131 211293 2077298 1530.6212 MOTOR FUELS/OILS CMF SHOP EQUIP MNTC & REPAIR 213.76 POL-ANALYSIS KIT 00051131 211293 2077298 1210.6212 MOTOR FUELS/OILS POLICE FIELD OPERATIONS/Pi4TROL 529.8 PK-55 GAL OIL DRUM 00051131 211293 2077298 1765.6212 MOTOR FUELS/OIIS PARK EQUIPMENT MAINTENANCE 748.58 24$498 S/15/2012 100299 MASTER ELECTRIC CO 10.512.50 SANITARY STORMNVATER 211611 85501 5320.6265 2011154W REPAIRS-EQUIPMENT WATER WELL/BOOSTER STN MNTlRPR 10,512.50 SANITARY STORM/WATER 211611 85501 5380.6265 2011154W REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR & MNTC 10,512.50 SANITARY STORM/WATER 211611 85501 5505.6265 2011154W REPAIRS-EQUIPMENT STORM DRAIN UTILITY 31,537.50 248499 8/15/2012 100304 MCNEIWS STEEL ING 5,975.01 PK-GALVANIZED ANGLE-HAYES RIM0051175 211466 1374807 4940.6229 GENERAL SUPPLIES 2007 GENERAL PARK IMPROVEMENTS 5,975.01 248500 8/15/2072 747813 MILLER, MYLES 35.00 GOLF-DRAFT BEER LINE CLEANING00040619 211468 207400 5120.6249 OTHER CONTRACTUAL SERVICES GOLF KITCHEN 35.00 248507 8/75I2012 119714 MUSICAL SAFARI INC 105.00 REC-TWOCANS/3'S CLASS 8l6-8/10 00069335 211467 20120808 1875.6249 OTHER CONTRACTUAL SERVICES REC PRESCHOOL PROGRAMS 105.00 i RSSCKREG LOG20000 CITY OF APPLE VALLEY 8/16/2012 8:42:02 � Council Check Register Page - 18 '� 7/9/2012 - 8/17/2012 I Check # Date Amount Supplier / Explanation PO # Doc Na Inv No Account No Subledge Account Description Business Unit 248502 8/15/2012 119047 POSITIVE ID INC 20.87 POL-ID CARD, R/O BOB SLONINA 211470 12485 1200.6239 PRINTING POLICE MANAGEMENT 20.87 248503 8/15/2012 142812 PROFESSIONAL SERVICE INDUSTRIE ' 1,177.00 GOLF-ENGINEERING TECH 211374 BR0167562 5190.6235 2011137G CONSULTANT SERVICES GOLF CLUBHOUSE CONSTRUCTION 1,140.00 GOLF-ENGINEERING TECH 211375 BR00157450 5190.6235 2011137G CONSULTANT SERVICES GOLF CLUBHOUSE CONSTRUCTION 2,317.00 248504 8/7612012 101797 RCM SPECIALTIES INC , 636.63 STR-EMULSION, SEAL PATHWAYS 211373 3471 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR & MNTC ' 636.63 248605 8/7512072 122929 REACH EDUCATION SOLUTIONS 57.60 REC-NO BAKE COOKING FUN CLAS80069332 211471 9602 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL 57.60 248506 8/15/2012 703428 RESOURCE RECOVERY TECHNOLOGIES 406.00 PK-TRASH DISPOSAL JULY 00036800 211294 69163 1770.6240 CLEANING SERVICE/GARBAGE REMOVPARK GENERAL MAINTENANCE 406.00 248507 8/15/2012 100420 SA-AG INC 70.82 PK-RC BASE 35353 271530 76447 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 21.82 PK-RC BASE 35353 211531 76424 1720.6229 GENERAL SUPPLIES PARK GROUNDS MA�NTENANCE 413.47 GOLF-MORTAR SAND 35395 211532 76252 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 72.40 PK-FILL SAND 35353 211533 76328 4940.6229 GENERAL SUPPLIES 2007 GENERAL PARK IMPROVEMENTS 6.67 PK-FILL SAND 35353 211534 76304 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 7.22 PK-FILL SAND FOR GALAXIE PLYGRi5353 211835 76251 1735.6229 GENERAL SUPPLIES PARK PLAY EQUIPMENT MAINTENANC 16.16 PK-FILL SAND 35353 211536 76209 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 16.44 PK-RC BASE 35353 211537 76176 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 484.15 GOLF-GRAVEL 35395 211538 76406 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 487.13 GOLF-GRAVEL 35395 211539 76429 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 409.36 GOLF-MORTAR SAND 35395 211540 76387 5190.6229 2011137G GENERAL SUPPLIES GOLF CLUBHOUSE CONSTRUCTION 15.15 PK-RC BASE 35353 211541 76526 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 2,020.79 248508 8/15/2012 137403 SCHELEN GRAY AUTO AND ELECTRIC 212.67 SWIM-PUMP MOTOR fOR 801LER 000669D0 211472 186525 194D.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER I 212.67 I � 248509 8H5/' 100432 SEH ENGINEERS R55CKREG u_ �20000 CITY OF APF .LLEY SHE 8:42:02 Council Check Register Page - 19 7/9/2012 - 8/17/2012 Ch eck # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 1,946.07 TRAFFIC SIGNAL 157TH/PILOT KNO 211542 257937 2027.6235 2011140G CONSULTANT SERVICES ROAD ESCROW 146.11 FLAGSTAFF AVE EXTENSION 211543 257925 4703.6235 2011105G CONSULTANT SERVICES . FLAGSTAFF EXTENSION 906.22 147TH ST EXT-FLAGSTAFF TO JCRR 217544 257925 4712.6235 2011107G CONSULTANT SERVICES 147TH ST EXT FLAGSTF TO JCAKE 2,947.83 OUTDOOR LIGHTING REPL FIRE STN 211545 258630 2052.6235 2012144G CONSULTANT SERVICES ENERGY GRANT 5,946.23 248510 8I75l2012 742823 SHORESH THERAPY AND CONSULTATI 312.50 HR-JULY SERVICES 00069902 211469 20120806 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 312.50 248511 8/15I2012 143440 SIDE BY SIDE CONSTRUCTION 5.00 REF AV036011 14440 GANNON WAY 217309 AV036011 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 23.60 REF AV036011 14440 GANNON WAY 211309 AV036011 1001.4924 ELECTRICAI PERMIT GENERAL FUND REVENUE 28.60 248512 8/15/2012 101776 SOLAR SHIELD INC 269.99 POL-WINDOW TINT CHRYSLER VAf�0067590 211473 37076 1215.6211 SMALL TOOLS & EQUIPMENT POLICE DETECTIVE UNIT , 269.99 248513 8/75/2012 137382 SPECIALIZED ENVIRONMENTAL TECH 37.50 PK-STORM GRINDINGS 00036800 211370 12133 1960.6249 2012142G OTHER CONTRACTUAL SERVICES CONTINGENCY 250.00 PK-YARD WASTE DISPOSAL 00036800 211370 12133 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 10.00 WQ FALCON RIDGE WEED DISPOSK10067386 211371 12133 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN UTILITY 297.50 248514 8l75/2012 740027 ST PAUL, CITY OF 170.00 BACKGROUND INVESTIGATION BONE 211512 123947 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 170.00 BACKGROUND INVESTIGATION HORAZ 211512 123947 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 340.00 I 248515 8/75/2012 101291 STEVENS EXCAVATING INC, S. R. 400.00 CEM-DIG GRAVE FOR ANDERSON 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 400.00 CEM-DIG GRAVE FOR GOTTSCH 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 400.00 CEM-DIG GRAVE FOR MOELLER 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 400.00 CEM-DIG GRAVE FOR JOCHIM 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 400.00 CEM-DIG GRAVE FOR MEYER 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 400.00 CEM-DIG GRAVE FOR ULREN 00037765 211474 P1212 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 2,400.00 248516 8/1512012 120666 SYMBOL ARTS ' 1,223.72 POL-BADGES 00051174 211295 1724211N 1200.6281 UNIFORM/CLOTHING ALLOWANCE POLICE MANAGEMENT ' 78J2- 00051174 211295 1724211N 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET , I I R55CKREG LOG20000 CITY OF APPLE VALLEY 8l16/2012 8:42:02 Council Check Register Page - 20 7/9/2012 —8/17/2012 Check # Date Amount Supplier / Explanatio PO # Doc No Inv No Accaunt No Subledger Account Description Business Unit 1,145.00 248517 8/1bl2012 101753 SYSCO MINNESOTA, (NC 605.62 GOLF KTN FOOD 27785 211546 208070654 5120.6420 GOLF-FOOD GOLF KITCHEN 425.92 POOL CONCESSION ICE CREAM 40384 211547 208021323 1930.6540 TAXABLE MISC FOR RESALE REDWOOD POOL 1,171.42 SWIM CONCESSION ITEMS 40384 211548 208042082 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 792.57 SWIM CONCESSION ITEMS 40384 211550 208070649 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 922.18 GOLF MEAT SLICER 27785 211551 208041971 5120.6422 GOLF-KITCHEN SUPPLIES GOLF KITCHEN ! 3,917.71 248518 8/75/2012 112155 TAHO SPORTSWEAR 365.40 POOL-TANK TOPS FOR STAFF 00069232 211475 12TF1586 1930.6281 UNIFORM/CLOTHING ALLOWANCE REDWOOD POOL 365.40 248519 8/15/2012 743439 TEMPEST TECHNOLOGY 300.32 FIRE-RPR PRTS TO PP FAN 00069670 211296 1638251N 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 19.32- 00069670 211296 1638251N 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 281.00 248520 8/15/2012 100470 TIMES SQUARE SHOPPING CENTER 1,410.64 LIQ1 CAM ESCROW-AUG 211398 20120801 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 1,410.64 248521 8H512012 100612 TRUCK UTILITIES INC. 2,659.05 STR-INSTAL NEW TOMMY LIFTGAT�0051165 211476 242420 1600.6211 SMALL TOOLS & EQUIPMENT STREET MANAGEMENT 2,659.05 248522 8/1512012 107355 TURFWERKS, INC 72.95 GOLF-SPRAY GUN FOR SPRAYER 00035391 211477 E173300 5155.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 72.95 248523 8176/2012 726276 US BANK OPERATIONS CENTER 12,758.33 POL DCC - SEPT 211427 20120801 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 12,758.33 248524 S/15/2012 100493 VALLEY BUICK GMC INC 38.09 UTIL-WASHER FLUID RESERV #414 00035211 211297 55314 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 64.88 UTIL-FT CRASH SENSOR 00035211 211298 55288 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 102.97 248525 8l15/2012 100839 VALLEY-RICH COMPANY INC 7,500.00 UTIL-FURNISH/INSTAL GATE VALVE00051161 211478 17988 , 5330.6269 REPAIRS-OTHER WTR MAIN/HYDRAI RB STOP MNT R55CKREG �_ �20000 CITY OF APF .LLEY 8/1E 8:42:02 Council Check Register Page - 21 7/9/2012 -8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No inv No Account No Subledge Account Description Bu siness Unit 7,500.00 248526 8/15l2012 101012 WD LARSON COMPANIES LTD INC 21.74 STR-FILTER 00035819 211506 B221920030 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 33.17 STR-FILTER 00035819 211507 6221990059 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 192.89 STR-FILTER 00035819 211508 6222130291 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 247.80 248527 8/15/2012 131551 WESTERN FINANCE 8 �EASE 64.25 GOLF MOWER LEASE TO PURCHASE 211428 892758 5150.6323 INTEREST EXPENSE GOLF COURSE MAINTENANCE 68.41 GOLF MOWER LEASE TO PURCHASE 211428 892758 5150.6310 RENTAL EXPENSE GOLF COURSE MAINTENANCE 930.75 GOLF MOWER LEASE TO PURCHASE 211428 892758 5100.2715 CAPITAL LEASE-NONCURRENT GOLF FUND BALANCE SHEET 1, 063.41 248528 8115/2012 138032 YELLOW BOOK WEST 169.50 GOLF SOUTH METRO AD 00050219 211429 754191 5105.6239 PRINTWG GO�F MANAGEMENT ' 169.50 248529 8I15/2012 725181 ZAYO ENTERPRISE NETWORKS 494.90 IT PHONE ACCESS CHG AUG 211509 115830004495 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 31.84- 211509 115830004495 1000,2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 438.79 IT PHONE ACCESS CHG AUG 211510 115830005483 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 28.23- 211510 115830005483 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 873.62 20720737 7/9/2012 720679 U S BANK P CARD 219.00 HR DUES PRICE 68142 211319 1020.6280 DUES & SUBSCRIPTIONS HUMAN RESOURCES Supplier 124483 AMERICAN PAYROLL ASSOCIATION 12.03- 00069555 211320 2055.2330 DUE TO OTHER GOVERNMENT POLICE SPEC PROJ BALANCE SHEET Supplier 143444 READYKOR Supplier 143444 READYKOR 187.03 REC 1STAID KITS SAFETY CAMP 69555 211320 2057.6229 GENERAL SUPPLIES POLICE SPECIAL PROJECTS Supplier 143444 READYKOR I I 40979 MSFDA CONF RM MATTINGLY ALEX 211321 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAW WG I I Supplier 103257 ARROVWVQOD I 21.38 MSFDA CONF FOOD MATTWGLY ALEX 211322 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING I Supplier 103257 ARROWINOOD 113.10 ADM EDA MTG PIZZA 69402 211323 1010.6399 OTHER CHARGES ADMINISTRATION Suppiier 700076 BROADWAY PIZZA APPLE VALLEY 85.38 IT DOMAIN REG LIQUOR/GOLF 69805 211324 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY Supplier 127316 GODADDY.COM 10J1 REC CRAFT SUPPLIES 69305 211325 1875.6229 GENERAL SUPPUES REC PRESCHOOL PROGRAMS R55CKREG LOG20000 CITY OF APPEE VALLEY 8/16/2012 8:42:02 Council Check Register Page - 22 7/9/2012 - 8l17l2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Busines Unit Supplier 120473 DOLLAR TREE STORES, INC. 10.00 IT INTERNET GUIDE PRO 69804 211326 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY Supplier 143445 DYN ', 14.71- 00068892 211327 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET Supplier 119113 FIRE PROTECTION PUBLICATIONS ' 228.73 FIRE CDS 68892 211327 1310.6229 GENERAL SUPPLIES FIRE TRAINING ' Supplier 119113 FIRE PROTECTION PUBLICATIONS 16.50- 00067439 211328 5300.2330 DUE TO OTHER GOVERNMENT WATER & SEWER FUND BAL SHEET Supplier 143446 SMART SIGN Supplier 143446 SMART SIGN 256.50 UTIL METER SEALS 67439 211328 5310.6229 GENERAL SUPPLIES WATER METER RPR/REPLACE/READNG Supplier 143446 SMART SIGN 1,164.24 FIN GFOA CONF HOTEL BROUGHTEN 211329 1035.6276 SCHOOLSlCONFERENCES/EXP OTHERFINANCE Supplier 123409 HYATT HOTELS & RESORTS 33.00 FIRE INTERVIEW FOOD 69668 211330 1300.6229 GENERAL SUPPLIES FIRE MANAGEMENT Supplier 137112 JIMMY JOHNS 8.55 REC SUPPLIES WK #3 68686 211331 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY Supplier 120823 JOANN ETC #1952 71.57 REC ART/MIS SUPPLIES 69308 211332 1805.6229 GENERAL SUPPLIES REC PUPPET WAGON Supplier 120823 JOANN ETC #1952 11.98 REC SUPPLIES WK #3 68690 211333 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY Supplier 120823 JOANN ETC #1952 245.60 GOLF SHIP SHOES FOOTJOY 68764 211334 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP Supplier 134891 MAIL N PARCEL 49.00 GOLF SHIP SHOES FOOTJOY 68764 211335 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP Supplier 134891 MAIL N PARCEL 15.00 IT SUBSCRIPTION JUNE 211336 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY Suppiier 141272 MAILCHIMP 3.46- 00064894 211337 2010.2330 DUE TO OTHER GOVERNMENT CABLE TV RESERVE BALANCE SHEET , Supplier 110583 MARKERTEK VIDEO SUPPLY Supplier 110583 MARKERTEK VIDEO SUPPLY 53.75 CABIE MINI-HOODS 64894 211337 2012.6215 EQUIPMENT-PARTS CABLE N JOINT POWERS Supplier 110583 MARKERTEK VIDEO SUPPLY 163.33 REC LUNCH SKYZONE TRIP 68684 211338 1825.6399 OTHER CHARGES REC SUMMER PLAYGROUND ACTIVITY I Supplier 100301 MCDONALDS APPLE VALLEY �I 47.60 FIRE CALL FOOD 68883 211339 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS I Supplier 100301 MCDONALDS APPLE VALLEY 'i St23 REC FUNRUN CONES 69304 211340 1820.6229 GENERAL SUPPLIES REC CULTURAL PROGRAMS ' Supplier 100309 MENARDS ' 76.84 REC RACE CONES 69313 211341 1820.6229 GENERAL SUPPLIES REC CULTURAL PROGRAMS Supptier 100309 MENARDS i I .,., � , . I R55CKREG �:,.�20000 CITY OF APF , .LLEY 811E 8:42:02 Councii Check Register Page - 23 7/9/2012 -8/17/2012 Check # Date Amount Supplier 1 Expianation PO # Doc No Inv No Account No Subledge Account Description Bu siness Unit 34.68 REC CRAFT SUPPLIES 69307 211342 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL Supplier 100748 MICHAELS 4.45- 00069214 211343 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET Supplier 140184 NATIONAL TICKET CO Supplier 140184 NATIONAL TICKET CO 69.16 SVNM WRIST BANDS 69214 211343 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER Supplier 140184 NATIONAL TICKET CO 380.22 FIRE STA1 LANDSCAPE MATL 69652 211344 1340.6229 GENERAL SUPPLIES FIRE BLDG & GROUNDS MNTC Supplier 102295 PAHL'S MARKET INC 58.90 GOLF LEASH/THUNDER JACKET 68731 211345 5105.6229 GENERAL SUPPLIES GOLF MANAGEMENT Supplier 102545 PETCO 612 17.07- 00069334 211346 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET Supplier 101127 S& S WORLDWIDE INC Supplier 101127 S& S WORLDWIDE INC 265.31 REC PROGRAM SUPPLIES 69334 211346 1845.6229 GENERAI SUPPLIES REC SELF SUPPORT PROG GENERAL Supplier 101127 S& S WORIDWIDE INC 29.51 GOLF BREAD 68769 211347 5120.6420 GOLF-FOOD GOLF KITCHEN Supplier 134894 SARA LEE BAKERY 448.00 REC TICKETS PLAYGROUND TRIP 211348 1825.6399 OTHER CHARGES REC SUMMER PLAYGROUND ACTIVITY Suppiier 142200 SKYZONE TRAMPOLINE PARK 309.20 SWIM STAFF UNIFORMS 69227 211349 1940.6281 11NIFORM/CLOTHING ALLOWANCE AQUATIC SWIM CENTER Supplier 132442 SWIMOUTLET.COM 26.38 REC SUPPLIES WK #3 68685 211350 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY Supplier 100463 TARGET STORES 70.70 CH COKE 65496 211351 1060.6545 NON-TAXABLE MISC FOR RESALE MUNICIPAL BLDG 8� GROUNDS MNTC Supplier 100463 TARGET STORES 17.05 REC SUPPLIES WK #3 68691 211352 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY Supplier 100463 TARGET STORES 53.55 REC WII GAME 69312 211353 1840.6229 GENERAL SUPPUES REC TEEN PROGRAMS Supplier 100463 TARGET STORES 98;32 SWIM PETUNIAS 66778 211354 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER Supplier 101361 HOME DEPOT CREDIT SERVICES 87.74 POL LADDER/AC1DC TEST/ LEADS 68222 211355 1290.6211 SMALL TOOLS & EQUIPMENT CIVIL DEFENSE MANAGEMENT Supplier 101361 HOME DEPOT CREDIT SERVICES 15.95 FIRE SHIP PAGERS 68884 211356 1300.6238 POSTAGE/UPS/FEDEX FIRE MANAGEMENT Supplier 140516 UPS STORE, THE 69.30 STR REFRESHMNTS STORM CLEAP8�89 211357 1600.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET MANAGEMENT Supplier 102101 WAL-MART 43.54 REC SUPPLIES PUPPET WAGON 69309 211358 1805.6229 GENERAL SUPPLIES REC PUPPET WAGON Supplier 102101 WAL-MART 29.80 IA1 CALCULATOR/TAPE 69257 211359 5205.6229 GENERAL SUPPLIES ARENA 1 MANAC�EMENT I I R55CKREG LOG20000 CITY OF APPLE VALLEY 8/16/2012 8:42:02 ' Council Check Register Page - 24 ' 7/9/2012 — 8/17/2012 ' I Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit � Supplier 102101 WAL-MART I 5,570.40 ! I 20120874 8/8/2012 100331 MN DEPT OF LABOR & INDUSTRY I 3,514.01 PERMIT SURCHARGE JULY 211360 20120731 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE i 70.28- LESS 2% RETENTION JULY 211360 20120731 1001.4099 PERMIT-OTHER GENERAL FUND REVENUE I 27.50- PERMIT SURCHARGE ADJ PRIOR MO 211360 20120731 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 3,416.23 20120815 8/16/2072 100240 VANTAGEPOINT TRANSFER AGENTS - 666.67 PLAN #301171 FIREFIGHTER ICMA 211279 80912914392 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 666.67 20120816 8/i6/2012 700241 VANTAGEPOINT TRANSFER AGENTS - 503.13 PLAN #306561 FIREFIGHTER ICMA 211280 80912914393 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 503.13 20120817 8/17/2012 100038 APPLE VALLEY FIREFIGHTERS 839.40 FIRE RELIEF DUES 211278 80912914391 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 839.40 20120818 8H7/2012 102664 ANCHOR BANK 1,992.94 FEDERALTAXES PR 211361 1208098 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 450.35 EMPLOYEE MEDICARE 211361 120809B 9000.2111 ACCRUED FEDERAVFICA PAYROLL CLEARING BAL SHEET 450.35 CITY SHARE MEDICARE 211361 1208096 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 2,693.64 20720819 8/17/2012 100667 MN DEPT OF REVENUE 995.39 PAYROLL STATE TAX 211362 120809G 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 995.39 I 20120820 8/17/2012 100456 AFFINITY PLUS FEDERAL CREDIT U 2,402.10 CREDIT UNION DEDUCT 211444 814121401543 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,402.10 20720821 8I77/2012 101238 MINNESOTA CHILD SUPPORT PAYMEN I 298.78 CH{LD SUPPORT 211446 814121401545 9000.2120 ACCRUED BENEFIT LIABIUTY PAYROLL CLEARING BAL SHEET , 171.97 CHILD SUPPORT 211447 814121401546 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET , 24.45 CHILD SUPPORT 211448 814121401547 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET ' 226.42 CHILD SUPPORT 211449 814121401548 9000.2120 ACCRUED BENEFIT LIABILITY PAYROL� CLEARWG BAL SHEET 723.62 I . I I RS5CKREG o_.020000 CITYOFAPF, ,LLEY 8/16. 8:42:02 Council Check Register Page - 25 7/9/2012 —S/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 20120822 8/17/2012 100392 PUBLIC EMPLOYEES RETIREMENT AS 36,725.70 EMPLOYEE SHARE PERA 211443 814121401542 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 47,696.66 CITY SHARE PERA 211443 814121401542 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 84,422.36 20120823 8177/2012 129653 US BANK 3,143.24 HSA FUNDING-EMPLOYEE 211440 8141214015412 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 3,143.24 20120824 8l77@012 129576 US BANK 202.40 SERGEANT PEHRA FUNDING-GROSS W 211441 8141214015413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL C�EARING BAL SHEET 1,125.32 POLICE PEHRA FUNDING-GROSS WAG 211441 8141214015413 90002120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 276.66 POLICE PEHRA FUNDING-ANNUAL LE 211441 8141214015413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 181.42 POLICE PEHRA FUNDING-COMP 211441 8141214015413 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,785.80 20120825 8/17l2012 100240 VANTAGEPOINT TRANSFER AGENTS - 29,077.64 PLAN #301171 FULL-TIME ICMA 211437 814121401541 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 29,077.64 20120826 SI17I2012 126459 VANTAGEPOINT TRANSFER AGENTS - 275.00 PLAN #705481 ROTH IRA 211439 8141214015411 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 275.00 20120827 8/73/2072 700873 HEALTHPARTNERS I 2,560.22 DENTAL CLAIMS 8/2/12-8/8/12 217707 20120808 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 2,560.22 20120828 8/14l2012 100000 MN DEPT OF REVENUE ' 17,619.00 SALES/USE TAX-GENERAL FUND 211708 829683200 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET I 32,649.00- SALES TAX-PREPMT JUNE 2012 211708 829683200 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 7,468.00 SALES TAX-ABATED 211708 829683200 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 144.00 SALES/USE TAX-POL CRIME 211708 829683200 2060.2330 DUE TO OTHER GOVERNMENT POLICE CRIME BALANCE SHEET 40,289.00 SALES/USE TAX-LIQUOR #1 211708 829683200 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET ' 16,765.00 SALES/USE TAX-UQUOR #2 211708 829683200 50002330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET � 24,844.00 SALES/USE TAX-LIQUOR #3 211708 829683200 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 13,346.00 SALES/USE TAX-GOLF 271708 829683200 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 46.00 SALES/USE TAX-ARENA 271708 829683200 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET I 6,201.00 SALES/USE TAX-WATER & SWR 211708 829683200 5300.2330 DUE TO OTHER GOVERNMENT WATER & SEWER FUND BAL SHEET 94,073.00 2Q720829 8H7/2012 730957 GENESIS EMPLOYEE BENEFITS INC i CITY OF APPLE VALLEY 8l16/2012 8:42:02 I, R55CKREG LOG20000 ! Council Check Register Page - 26 , 7!9/2012 —8/17/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subiedge Account Description Business Unit I 933.49 FLEX SPENDING MEDICAL-2012 211709 120803N 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET � 933.49 '' 1,120,017.52 Grand Total Payment Instrument Totals Check Total 804,264.50 /' �"Y Transfer Total 234,281.33 p c� /� �p � �� Pay ModeX Total 81,471.69 � l �� Total Payments 1,120,017.52 r - �� I � � i I RSSCKSUM Lt,��0000 CITY OF APF ,LLEY 8/16 8:42:43 Council Check Summary Page - 1 7/9/2012 - 8/17l2012 C ompany Amount 01000 GENERAL FUND 127,950.59 02010 CABLE TV RESERVE FUND 268.64 02025 ROAD ESCROW FUND 2,289.23 02050 ENERGY GRANT 2,947.83 02055 POLICE SPECIAL PROJECTS FUND 175.00 02060 POLICE CRIME FUND 144.00 04700 TIF DIST#13-CAPITAL PROJECTS 146.11 04710 TIF DIST#7-CAPITAL PROJECTS 9as•22 04715 20121MPROVEMENTS 4,604.50 04900 PHYSICAL IMPROVEMENTS ESCROW F 5,675.00 04935 2007 PARK BOND FUND 33,687.48 05000 IIQUOR FUND 204,709.67 05100 GOLF FUND 416,360.03 05200 ARENA FUND 14,604.19 05300 WATER & SEWER FUND 52,088.52 05500 STORM DRAINAGE UTILITY FUND 10,694.50 05600 CEMETERY FUND LEVEL PROGRAM 3,285.00 05600 STREET LIGHT UTIL FUND 152.25 07000 LODGING TAX FUND 8,753.56 07100 INSURANCE TRUST DENTAL FUND 2,560.22 07200 RISK MANAGEMENT/INSURANCE FUND 102,388.00 09000 PAYROLL CLEARING FUND 131,626.98 ReportTotals 1,120,017.52 � 4 � CITY OF APP. :LLEY 8/23. 8:4420 R55CKREG L.:s20000 Council Check Register Page - 1 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 1179 8l24/2012 737610 A H HERMEL COMPANY 57.96 TAX#1 00050148 212030 314138 5015.6540 TAXABLE MISC FOR RESALE LIQUOR �!1 STOCK PURCHASES 711.30 NOTAX#1 00050148 212030 314138 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 769.26 1120 8I24/2072 100037 APPIE VALLEY COLLISION INC 3,662.09 PK-RPR DAMAGE TO RT SIDE #241 211953 34863 7205.6399 OTHER CHARGES RISK MANAGEMENTSlINSURANCE 3,662.09 1121 8/24/2072 100360 ARCTIC GLACIER INC 217.96 NO TAX#1 2202 211838 461218403 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 151.44 NO TAX#1 2202 211839 461218605 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 4.60- CM NO TAX#1 2202 211840 461219103 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 188.00 NO TAX#1 2202 211841 461219102 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 165.00 NO TAX#1 2202 211842 461219804 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 5720 NO TAX#1 2202 211843 439220204 5015.6545 NON-TAXABLE MISC FOR RESALE L�QUOR #1 STOCK PURCHASES 1.52- CMNO TAX#1 2202 211844 439220205 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 54.96 NO TAX#1 2202 211845 461220503 5015.6545 NON-TAXABLE MISC FOR RESA�E LIQUOR #t STOCK PURCHASES 87.16 NO TAX#1 2202 211846 437220907 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 54.72 NO TAX#1 2202 211847 461221204 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 64.10 NO TAX#2 2202 211848 387218504 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 64.16 NO TAX#2 2202 211849 461218603 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 116.94 NO TAX#2 2202 211850 461218708 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 1828 NO TAX#2 2202 211851 39518904 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 43.40 NO TAX#2 2202 211852 461219306 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHA5ES 20.52 NO TAX#2 2202 211853 460219413 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 62.04 NO TAX#2 2202 211854 436219609 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 57.32 NO TAX#2 2202 211855 388219908 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 59:50 NO TAX#2 2202 211856 438220309 5055.6545 NON-TAXABLE MISC FOR RESAIE LIQUOR #2 STOCK PURCHASES 59.44 NO TAX#2 2202 211857 439220606 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 73.48 NO TAX#2 2202 211858 381221006 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 50:24 NO TAX#2 2202 211859 460221311 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 11174 NO TAX#3 2202 211860 38721$507 5085.6545 NON-TAXABLE MISC FOR RESAIE LIQUOR #3 STOCKPURCHASES 295.44 NO TAX#3 2202 271861 461218709 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 151.20 NO TAX#3 2202 217862 461219309 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 68.84 NO TAX#3 2202 211863 388219904 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 107.80 NO TAX#3 2202 211864 438220303 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 128.44 NO TAX#3 2202 211865 381221002 5065.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 2,523.20 1122 8/24/2012 100049 BACHMAN'S 77.37 PK-IVORY DOG WOOD 00035335 211710 41306 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE CITY OF APPLE VALLEY 8/23/2012 8:4420 RSSCKREG LOG20000 Council Check Register Page - 2 8/16J2012 -8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account DescripHon Business Unit 174.13 PK-DOGWOOD FOR QUARRY PARK00035335 211711 41419 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 251.50 7723 8I24/2012 100058 BELLBOY CORPORATION 47.25 FREIGHT#1 00004928 211925 74568900 5015.6550 FREIGHT ON RESA�E MDSE LIQUOR #1 STOCK PURCHASES � 3,370.90 LIQ#1 00004928 211925 74568900 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES I 5.40 FREIGHT#1 00004928 211926 74665200 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 443.20 LIQ#1 00004928 211926 74665200 5015,6510 LIQUOR LIQUOR #1 STOCK PURCHASES 1.35 FREIGHT#1 00004928 211927 74753100 5015.6550 FREIGHT ON RESALE MDSE LIQUOR �!1 STOCK PURCHASES 132.00 LIQ#1 00004928 211927 74753100 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 4.05 FREIGHT#2 00004928 211928 74569000 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 268.20 LIQ#2 00004928 211928 74569000 5055.6510 LIQUOR' LIQUOR #2 STOCK PURCHASES 2.70 FREIGHT#2 00004928 211929 74665300 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 283.40 LIQ#2 00004928 211929 74665300 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 14.85 WINE#3 00004928 211930 74569100 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,495.85 LIQ#3 00004928 211930 74569100 5085.6570 LIQUOR LIQUOR #3 STOCK PURCHASES 4.05 WINE#3 00004928 211931 74665400 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 340.75 LIQ#3 00004928 271931 74665400 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 8.10 WINE#3 00004928 211932 74753200 5085.6520 VNNE LIQUOR #3 STOCK PURCHASES 973.00 LIQ#3 00004928 211932 74753200 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 7,395.05 1124 8/24/2072 700775 BELLBOY CORPORATION BAR SUPPLY 35.74 TAX#2 00005413 211830 87138800 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 36.24 NOTAX#2 00005413 211830 87138800 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 29.95 NOTAX#3 00005413 211831 87173300 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 49.35 TAX#3 00005413 211831 87173300 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 113.42 NOTAX#3 00005413 211832 6229400 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 264.70 1125 8I24/2012 100071 BOYER TRUCKS 187.30 FIRE-BRAKE PAD KIT #4987 00035173 211712 658954 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 187.30 1126 8I2412012 101720 CENTERPOINT ENERGY SERVICES IN 1,657.66 CH NAT GAS JULY 217866 2447702 1060.6256 UTILITIES-NATURAL GAS MUNICIPAL BLDG & GROUNDS MNTC 62.15 IA1 NAT GAS JULY 211867 2447682 5210.6256 UTILITIES-NATURAL GAS ARENA 1 BUILDING MAINTENANCE 2,00822 SWIM NAT GAS JULY 211868 2447202 1940.6256 UTILITIES-NATURAL GAS AQUATIC SVNM CENTER 86.42 CMF NAT GAS JULY 211869 2447692 1540.6256 UTILITIES-NATURAL GAS CMF BUILDINGS & GROUNDS MNTC � 3,814.45 l 1127 8/24!` 700102 COLLEGE CITY BEVERAGE ,' � � � � [ _ R55CKREG w.�20000 CITY OF APF .LLEY 8/25 ; 8:4420 Councif Check Register Page - 3 8/16/2012 -8/24l2012 Check # Date Amount Supplier! Explanation PO # Doc No I�v No Account No Subledge Account Description Business Unit 9,021.00 BEER#1 00000114 211933 316186 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 413.60 BEER#1 00000114 211934 316405 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 49.20 BEER#1 00000114 211935 317253 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 12,695.20 BEER#1 00000114, 211936 317530 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 100.00 BEER#1 00000114 211937 317693 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 33.50 TAX#1 00000114 211938 318793 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 5,545.40 BEER#1 00000114 211938 318793 5015.6530 BEER IIQUOR #1 STOCK PURCHASES 31.10 TAX#2 00000114 211939 316187 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 5,189.35 BEER#2 00000114 211939 316187 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 64.60 TAX#2 00000114 211940 317536 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 3,584.30 BEER#2 00000114 211940 317536 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 6,331.15 BEER#2 00000114 211941 318795 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 35.10 TAX#3 00000114 211942 316191 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 6,964.65 BEER#3 00000114 211942 316191 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 413.60 BEER#3 00000114 211943 316406 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 113.00 BEER#3 00000114 211944 317206 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 200.80 VNNE#3 00000114 211945 317535 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 4,581.95 BEER#3 00000114 211945 317535 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 2,355.70 BEER#3 00000114 211946 318796 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 57,723:20 7128 8/24/2072 140324 DAKOTA UNLIMITED 5,865.00 CMF-RPR FENCE DAMAGE IN STORM 211950 17778 7205.6399 2012142G OTHER CHARGES RISK MANAGEMENTS/INSURANCE 5,865.00 7129 8/24/2�72 100133 DAY DISTRIBUTING CO 58.30 TAX#1 00000115 212031 662179 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 3,515.70 BEER#1 00000115 212031 662179 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 14.04- CMBEER#1 00000115 212032 663152 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 5.38- CMTAX#1 00000115 212032 663152 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 43.40 TAX#1 00000115 212032 663152 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 1,788.10 BEER#1 00000115 212032 663152 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 1,024.57 BEER#2 00000115 212033 662178 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 590.35 BEER#2 00000115 212034 663151 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 1,124.81 BEER#3 00000115 212035 662181 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 21.50 TAX#3 00000115 212036 663154 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 663.75 BEER#3 00000115 212036 663154 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 8,811.06 1130 8l24I2012 100157 FACTORY MOTOR PARTS CO 160.21 SHOP-TIRE MONITOR TOOL UPDATH0035181 211713 13962667 1530.6211 SMALL TOOLS & EQUIPMENT CMF SHOP EQUIP MNTC & REPAIR 160.21 R55CKREG LOG20000 CITY OF APPLE VALLEY 8/23/2012 8:4420 Councii Check Register Page - 4 i 8/16/2012 - 8124/2012 Check # Date Amou Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 1137 8/2412072 101577 FARMERS MILL 8 ELEVATOR INC ' 113.23 STR-HERBICIDE/PESTICIDE 00067242 211714 RCO28155 1610.6214 CHEMICALS STREET/BOULEVARD REPAIR 8 MNTC 3,480.71 PK-UMAXX FERTILIZER 00050769 211715 WF037392 1780.6213 FERTILIZER PARK HIGH SCHOOL #4 FIELDS 3,593.94 I 7732 8/24/2012 120313 FASTENAL COMPANY 277.30 PK-PAINT 00065078 211716 MNLAK81729 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 537.49 PK-BLEACHER TIE DOWN PARTS QP 212037 MNLAK81736 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC I 814.79 1733 8/24I2012 116265 GALETON � 309.86 STR-LEATHER GLOVES 211717 105464000 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR 8 MNTC 309.86 1134 8/24/2012 101328 GOVCONNECTIONINC 57.77 IT-FUSER OIL 00049058 211741 49338561 1030.6229 C,ENERAL SUPPLIES INFORMATION TECHNOLOGY 157.83 IT-CABLES 00049058 211741 49338561 1030.6211 SMALL TOOLS 8 EQUIPMENT INFORMATION TECHNOLOGY 13.87- 00049058 211741 49338561 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 201.73 I 1735 8/24/2072 100217 GRAINGER 244.77 PK-BROADCAST SPREADER 00069123 212038 9901451030 1765.6211 SMALL TOOLS & EQUIPMENT PARK EQUIPMENT MAINTENANCE 244.77 7136 8/24/2012 176698 INSIGHT PUBLIC SECTOR 297.23 IT-WALLMOUNT CABINET 00050730 211718 1100276099 1030.6211 SMALL TOOLS & EQUIPMENT INFORMATION TECHNOLOGY � 297.23 7137 8l2412072 731791 IRRIGATION BY DESIGN INC 185.00 PK-CERTIFY RPZ COBB E 00049833 211742 138529 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 185.00 PK-CERTIFY RPZ COBB W 00049833 211743 138530 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE I I 370.00 I I 1138 8/24/2012 100886 PARK SUPPLY OF AMERICA INC 53.51 CH-SPUD COUPLING ASSEMBLY 00068227 211719 44579000 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG & GROUNDS MNTC 255.43 CMF-SIDE MOUNT METAL CLOSET 00068343 211720 44479200 1540.6215 EQUIPMENT-PARTS CMF BUIIDINGS & GROUNDS MNTC 308.94 1139 8/24I2012 100280 POPP.COM 3.69 IA2 LD ACCESS AUGUST 2012 212039 992047224 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES ' 3.7o GOLF LD ACCESS AUGUST 2012 212039 992047224 : 5145.6237 TELEPHONE/PAGERS GOLF SHOP BUILD` 'AINTENANCE I R55CKREG ..20000 CITY OF APF :LLEY 8/23. 8:4420 Council Check Register Page - 5 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 7.39 IA1 LD ACCESS AUGUST 2012 212039 992047224 5210.6237 TELEPHONE/PAGERS ARENA 1 BUILDING MAINTENANCE 11.37 AVCC LD ACCESS AUGUST 2012 212039 992047224 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER 15.06 REDWOOD lD ACCESS AUGUST 2012 212039 992047224 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 41.21 7140 8/24/2012 101500 PREMIUM WATERS INC 170.57 GOLF BOTTLED WATER JULY 00045408 212040 6182510812 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 170.57 1741 8124/2072 100393 PUMP & METER SERVICE INC 1,420.60 CMF-RPR MANHOLE, NEW CULVERU0051143 211744 2123661J 1540.6266 REPAIRS-BUILDING CMF BUILDINGS & GROUNDS MNTC 1,420.60 1142 8/24/2012 100713 SCHILLING, DAVID S 60.00 CH - JEANS 211748 20120624 1060.6281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG 8 GROUNDS MNTC 60.00 1143 8/24/2012 118355 SHI INTERNATIONAL CORP 641.25 FIRE-WIRELESS CELLULAR MODEM�051140 211745 800702357 1330.62� 1 SMALL TOOLS & EQUIPMENT FIRE OPERATIONS 641.25 1144 8/24/2012 100438 SHIRK, JUDITH L 8.33 FIN-MI�EAGE AUG 211755 20120817 1035.6277 MtIEAGE/AUTO ALLOWANCE FINANCE 8.33 7145 8I2412012 103192 SPRINT 17.51 CH MOBILE PHONE AUG 212041 233995425103 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG & GROUNDS MNTC 34.14 ENG MOBILE PHONE AUG 212041 233995425103 1510.6237 TELEPHONE/PAGERS PW ENGINEERING & TECHNICAL 70.36 INSP MOBILE PHONE AUG 212041 233995425103 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 70426 POL MOBILE PHONE AUG 212042 732773312129 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 228.23 FIRE MOBILE PHONE AUG 212043 691466141071 1300.6237 TELEPHONE/PAGERS FIRE MANAGEMENT 12.18 IT MOBILE PHONE AUC, 00047543 212044 826258817057 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 466.68 1146 8/24/2012 100457 STREICHERS INC 54.47 POL-SUPPLIES FOR INVESTIGATIOf00067591 211721 1948028 1200.6211 SMALL TOOLS & EQUIPMENT POLICE MANAGEMENT 54.47 1147 8/24/2072 100471 TOLL GAS 8 WELDING SUPPLY 56.74 UTIL-MISC WELDING SUPPLIES 00068093 212045 105055 5375.6211 SMALL TOOLS & EQUIPMENT SEWER MAINTENANCE AND REPAIR 56.74 R55CKREG LOG20000 CITY OF APPLE VALLEY 8/23/2012 8:44:20 Council Check Register Page - 6 8/16/2012 - 8/24/2012 Check # Date Amoun Supplier / Explanation PO # Doc No inv No Account No Subledge Account Description Business Unit 1148 8/24I2012 100486 TWIN CITY GARAGE DOOR CO 849.74 CMF-WEST GATE OPERATOR RPR 00036739 211722 373663 1540.6266 REPAIRS-BUILDING CMF BUILDINGS & GROUNDS MNTC 849.74 7749 8/24/2012 126500 UNIIMITED SUPPUES ' 1,362.66 STR-STAWLESS NUTS, BOLTS 211947 189102 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALSIMARKERS I 629.81- STR-CREDIT, NUTS, BOLTS 211948 189870 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 732.85 1150 8/24/2012 122010 VINOCOPIA 8.00 FREIGHT#3 00046257 211833 61198 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 73.50 TAX#3 00046257 211833 61198 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 80.00 VNNE#3 00046257 211833 61198 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 9.00 FREIGHT#3 00046257 211834 61386 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES il 79.80 TAX#3 00046257 211834 61386 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 250.30 1161 812412072 707342 WEST PAYMENT CENTER 10.00- POL CLEAR CHGS CREDIT 00050105 212046 6080476195 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 112.07 POL CLEAR CHGS - JULY 00050105 212047 525426386 1215.6249 OTHER CONTRACTUAL SERVICES POLICE DETECTIVE UNIT 102.07 7152 8/24/2012 102620 ZARNOTH BRUSH WORKS INC 460.63 STR-BOBCAT BROOM REFILL 271746 1400631N 1630.6215 2012103R EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 460.63 248530 8/16/2012 141975 NORTHERN ESCROW INC 38,210.90 VALLEYWOOD CLUBHOUSE 211577 5 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION Supplier 142900 CANNON CONSTRUCTION, INC. 38,210.90 248531 8I22/2012 721092 BOURGET IMPORTS 3.00 FREIGHT#3 00045600 211898 109001 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 144.00 WINE#3 00045600 211898 109001 5085.6520 VNNE LIQUOR #3 STOCK PURCHASES I 6.00 FREIGHT#3 00045600 217899 109258 5065.6550 FREIGHT ON RESALE MDSE LIQUOR tt3 STOCK PURCHASES 327.00 VNNE#3 00045600 211899 109258 5085.6520 WINE LIQUOR #3 STOCK PURCHASES ' 480.00 248b32 8/22/2012 100199 GETTMAN MOMSEN INC 319.27 TAX#1 24781 211792 18647 5015.6540 TAXABLE MISC FOR RESALE LIQUOR tt1 STOCK PURCHASES 62.44 TAX#2 24781 211793 18649 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 305.57 TAX#3 24781 211794 18648 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK' "?HASES R55CKREG c�.320000 CITY OF API- +LLEY 8/22 '' 8:44:20 Council Check Register Page - 7 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 687.28 248533 8/22/2012 100255 JOHNSON BROTHERS LIQUOR 30.25 TAX#1 109 211761 13569$8 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 34.25 TAX#2 109 211762 1356999 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 75.80 TAX#2 109 211763 1357004 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 151.25 TAX#3 109 211764 1357007 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 72.00 TAX#3 109 211765 1362320 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 16.00 NOTAX#1 109 211766 1356995 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 14,691.40 LIQ#1 109 211767 1356987 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 952.00 LIQ#1 109 211768 1356989 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 1,991.00 LIQ#1 109 211769 1356992 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES i 2,925.62 LIQ#1 109 217770 1356993 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES � 2,05379 LIQ#1 109 211771 1356996 5015.6510 LIQUOR UQUOR �1 STOCK PURCHASES 192.74 LIQ#1 109 211772 1362311 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 1,822.00 LIQ#2 109 211773 1356990 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 2,653.07 LIQ#2 109 211774 1356998 5055.6510 IIQUOR LIQUOR #2 STOCK PURCHASES j 437.75 LIQ#2 109 211775 1357000 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 974.45 LIQ#2 109 211776 1357001 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 524.00 LIQ#2 109 211777 1357002 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 467.72 LIQ#2 109 211778 1362315 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 720.00 LIQ#2 109 211779 1362316 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 3,808.00 LIQ#3 109 211780 1356991 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 2,312.50 LIQ#3 109 211781 1357005 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 6,138.47 LIQ#3 109 211782 1357006 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 360.00 LIQ#3 109 211783 1357008 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 878.63 LIQ#3 109 211784 1357009 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 1,706.19 LIQ#3 109 211785 1357011 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 706.95 LIQ#3 109 211786 1362321 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 378.00 LIQ#3 109 211787 1362324 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES ' 196.00 LIQ#3 109 211788 1363464 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES ' 10.39- CMLIQ#1 109 211789 543813 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES 6.26- CMLIQ#3 109 211790 539568 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 3.27- CMBEER#3 109 211791 539570 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 321.40 WINE#1 109 211795 1355176 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 61.10 WINE#1 109 211796 1356994 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 91.50 WINE#1 109 211797 1356997 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 141.18 WINE#1 109 271798 1360485 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 3,053.12 WINE#1 109 211799 1362310 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 1,141.35 WINE#1 109 211800 7362312 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 580.00 WINE#1 109 211801 1362313 5015.6520 WINE LIQUOR #1 STOCK PURCHASES R55CKREG LOG20000 CITY OF APPLE VALLEY 8/23/2012 8:4420 Council Check Register Page - 8 I 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit � 780.03 WINE#2 109 211802 7355177 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 32.14 WINE#2 109 271803 1355178 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 211.75 WINE#2 109 211804 1357003 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 94.12 WINE#2 109 211805 1360486 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 833.98 WINE#2 109 211806 1362314 5055.6520 WINE IIQUOR #2 STOCK PURCHASES 582.12 WINE#2 109 211807 1362317 5055.6520 WINE LIQUOR #2 STOCK PURCHASES i 937.30 WINE#2 109 211808 1362318 5055.6520 VNNE LIQUOR #2 STOCK PURCHASES 554.64 WINE#3 109 211809 1352488 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 184.88 VNNE#3 109 211810 1353799 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 5,207.25 WINE#3 109 211811 1355180 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 369.40 WINE#3 109 211812 1355181 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 780.27 WINE#3 109 211813 1357010 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 408.90 WINE#3 109 211814 1357012 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 141.18 WINE#3 109 211815 1360487 5085.6520 WINE LIQUOR #3 STOCK PURCHAS.ES � 1,335.67 WINE#3 109 211816 1362319 5085.6520 1MNE LIQUOR #3 STOCK PURCHASES 1,816.55 WINE#3 109 211817 1362323 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 72.00 WINE#3 109 211818 1362325 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 32.00 WINE#3 109 211819 1363465 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 2.76- CMWINE#1 109 271820 542921 5D15.6520 WINE LIQUOR #1 STOCK PURCHASES 8.28- CMWINE#1 109 211821 543815 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 67,002.70 248534 8/22I2012 137634 LIPT BRIDGE BREWERY 84.00 BEER#1 00050160 211900 750977 5015.6530 BEER LIQUOR #1 STOCK PURCHASES 112.00 BEER#2 00050160 211901 750980 5055.6530 BEER LIQUOR #2 STOCK PURCHASES 224.00 BEER#3 00050160 211902 750979 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 420.00 248535 8/22/2012 100021 M AMUNDSON LLP 82.12- CMTAX#2 00044390 211903 736852 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 105.32 TAX#2 00044390 211903 136852 5055.6540 TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 547.80 NOTAX#2 00044390 211903 136852 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #2 STOCK PURCHASES 571.00 248536 8/22/2072 100372 PAUSTIS & SONS 125 FREIGHT#1 00001291 211904 8360709 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 47.00 WINE#1 00001291 211904 8360709 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 1.25 FREIGHT#2 00001291 211905 8361461 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES 39.00 WINE#2 00001291 211905 8361461 5055.6520 WINE LIQUOR #2 STOCK PURCHASES I 2.50 FREIGHT#3 00001291 211906 8360142 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 275.00 LIQ#3 00001291 211906 8360142 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 1.25 FREIGHT#3 00001291 211907 8360145 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK 'HASES RSSCKREG t...-20000 CITY OF APF iLLEY 8/2� 8:44:20 Council Check Register Page - 9 8/16l2012 -- 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 159.00 WINE#3 00001291 211907 8360145 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 31.25 FREIGHT#3 00001291 211908 8361459 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 1,342.06 WINE#3 00001291 211908 8361459 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,099.92- CMWINE#1 00001291 211909 8360309 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 16.25- CMFREIGHT#1 00001291 211909 8360309 5015.6550 FREIGHT ON RESALE MDSE LIQUOR #1 STOCK PURCHASES 783.39 248537 8I22/2012 100751 PHILLIPS WINE 8 SPIRITS INC 732.95 WINE#1 106 217822 2283520 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 2,273.40 WINE#2 106 211823 2283521 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 44.10 WINE#3 106 211824 2280117 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,779.50 WINE#3 106 211825 2283523 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 5.17- CMWINE#3 106 211826 3487004 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 45.99 BEER#3 00000106 211910 2280110 5085.6530 BEER LIQUOR #3 STOCK PURCHASES 20.00 TAX#1 00000106 211911 2280114 5015.6540 TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 20.00 NOTAX#1 00000106 211911 2280114 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #1 STOCK PURCHASES 20.00 NOTAX#3 00000106 211912 2280120 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 75.90 TAX#3 00000106 211912 2280120 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES 56.00 TAX#3 00000106 211913 2283524 5085.6540 TAXABLE MISC FOR RESALE LIQUOR #3 STOCK PURCHASES , 3,971.85 LIQ#1 00000106 211914 2280112 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES I 910.00 LIQ#1 00000106 211915 2280113 5015.6510 LIQUOR LIQl10R #1 STOCK PURCHASES 748.55 LIQ#2 00000106 211916 2280116 5055.6510 LIQUOR LIQUOR #2 STOCK PURCHASES 4,327.40 LIQ#3 00000106 211917 2280118 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES 227.50 LIQ#3 00000106 211918 2280119 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES I 693.00 lIQ#3 00000106 211919 2283522 5085.6510 LIQUOR LIQUOR #3 STOCK PURCHASES I 2.42- CMBEER#1 00000106 211920 3487502 5015.6530 BEER LIQUOR #1 STOCK PURCHASES � 7.26- CMLIQ#1 00000106 211921 3487999 5015.6510 LIQUOR LIQUOR #1 STOCK PURCHASES I I 15,931.29 I� i 248538 8/22I2012 737725 VINO ANDES LLC I 14.35 FREIGHT#3 00050195 211922 WEB000677 5085.6550 FRE�GHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES I b58.00 WINE#3 00050195 211922 WE6000677 5085.6520 WINE LIQUOR #3 STOCK PURCHASES I 572.35 I 248539 S/2212012 700520 WINE COMPANY, THE I 14.85 FREIGHT#2 00015926 211835 305320 5055.6550 FREIGHT ON RESALE MDSE LIQUOR #2 STOCK PURCHASES i 772.00 WINE#2 00015926 211835 305320 5055.6520 WINE LIQUOR #2 STOCK PURCHASES 16.50 FREIGHT#3 00015926 211836 305471 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 872.00 WINE#3 00015926 211836 305471 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 1,675.35 248540 8/22/2012 700521 WINE MERCHANTS I i R55CKREG LOG20000 CITY OF APPLE VALLEY 8/23/2012 8:4420 Cauncil Check Register Pa9e - �� I B/16/2012 -8/24/2012 I Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 80.00 WINE #1 22992 211827 419140 5015.6520 WINE LIQUOR #1 STOCK PURCHASES 232.00 WINE#3 22992 211828 419141 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 15.88- CMWINE #1 22992 211829 58551 5015.6520 WINE LIQUOR #1 STOCK PURCHASES ' 296.12 I 248541 8122/2072 137143 2 WINES 2.50 FREIGHT#3 00049968 211923 11265 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 132.00 WINE#3 00049968 211923 11265 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 2.50 FREIGHT#3 00049968 211924 11284 5085.6550 FREIGHT ON RESALE MDSE LIQUOR #3 STOCK PURCHASES 80.00 WINE#3 00049968 211924 11284 5085.6520 WINE LIQUOR #3 STOCK PURCHASES 217.00 248542 8/22/2012 100583 BENJAMIN, JEFFREY M 116.99 PK-BOOTS 211973 20120817 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 116.99 248543 8/22/2012 128737 BILEK, MATTHEW 65.48 GOLF MILEAGE JULY 211837 20120713 5105.6277 MILEAGE/AUTO ALLOWANCE GOLF MANAGEMENT 65.48 248544 8/22/2012 120400 BRENNO, GARRON D 24.99 PK-JEANS 211747 20120813 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 24.99 248545 8/22/2012 122778 HURLEY, MARK S 69.99 STR-BOOTS 211949 20120814 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 69.99 248546 8/22@012 116664 LOCKLING, SCOTT W i 103.96 GOLF-JEANS 212048 20120820 5105.6281 UNIFORM/CLOTHING ALLOWANCE GOLF MANAGEMENT , 103.96 248547 8/2212072 100001 A 8 B AUTO ELECTRIC INC 19.50 PK-TORO STARTER RPR #244 00068909 211723 62407 1765.6265 REPAIRS-EQUIPMENT PARK EQUIPMENT MAINTENANCE 19.50 248548 8/22/2012 743474 AGBARA, JOY 260.00 REF REDWOOD DAMAGE DEP 7/29/12 212001 1000854 1001.5110 RENTS-REDWOOD GENERAL FUND REVENUE 260.00 248549 8/22/2012 142511 AMERICAN RED CROSS 621.00 SWIM-LIFEGUARD SKILLS REVIEW 00040872 211724 10118382 , 1940.6280 DUES & SUBSCRIPTIONS AQUATIC SWIM CE' CITY OF APPi .LLEY 8/23. 8:44:20 R55CKREG LvG20000 '' Council Check Register Page - 11 8/16/2012 - 8/24/2012 Check # Date Amount Suppiier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit 621.00 248550 8/22/2012 100023 ANDERSEN INC, EARL F 1,315.05 STR-BRACKETS FOR STR NAME PL,96035421 211888 99770W 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 1,315.05 248551 8/22/2012 743450 AOK LAWN CARE 53.56 LAWN MOWING-181 SPRUCE DR 212051 8076 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 53.56 LAWN MOWING-968 ORIOLE DR 212052 8077 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 53.56 LAWN MOWING-4915 159TH ST W 212053 8078 7013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 160.68 248562 8/22/2012 100027 APACHE GROUP 4.40- SVNM-DISCOUNT 00051188 211969 158463 1940.6333 GENERAL-CASH DISCOUNTS AQUATIC SWIM CENTER 470.37 SWIM-TP ROLLS 00051188 211969 158463 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 465.97 2485b3 8/22/2012 100820 AT&T MOBILITY 434.60 GOLF-MOBILE PHONE AUG 00050012 212006 839223835X08202 5105.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 012 434.60 248554 8/22I2012 100709 BATTERIES PLUS 217.73 CMF-BACK-UP BATTERIES 00035171 211725 17261531 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS 8 GROUNDS MNTC 21773 248555 8122/2012 100054 BAUER BUIIT INC 15.19 PK-INNER TUBES FOR TIRES D0035172 211726 180072937 1765.6216 VEHICLES-TIRES/BATTERIES PARK EQUIPMENT MAINTENANCE 728.52 FIRE-TIRES #4995 35172 211955 180077221 1350.6216 VEHICLES-TIRES/BATTERIES FIRE VEHICLE MAINTENANCE 215.58 SHOP-TIRE #701 35172 211956 180077284 1530.6216 VEHICLES-TIRES/BATTERIES CMF SHOP EQUIP MNTC 8 REPAIR 959.29 248556 8/22/2012 100072 BRAUN INTERTEC CORPORATION 258.00 WQ-WATER SAMPLE ANALYSIS 00047796 211727 1203157 5505.6235 CONSULTANT SERVICES STORM DRAIN UTILITY 526.00 WQ-WATER SAMPLE ANALYSIS 00047796 271728 1203143 5505.6235 CONSULTANT SERVICES STORM DRAIN UTILITY 784.00 248557 8/2212072 137689 BU3HNELL OUTDOOR PRODUCTS 90.00 GOLF SUNGLASSES 211749 788427 5115.6418 GOLF-PRO SHOP OTHER GOLF PRO SHOP 90.00 248558 8/22I2012 101460 CALIBRE PRE3S LLC I R55CKREG LOG2o000 CITY OF APPLE VALLEY 8/23/2012 8:44:20 I Council Check Register Page - 12 8/16l2012 -8/24l2012 ' Check # Date Amount Supplier ! Expla�ation PO # Doc No Inv No Account No Subledge Account Description Business Unit 182.75 BULLETPROOF MIND SEMINAR-BOOTH 211750 5901167 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 182.75 248b59 8/22/2072 128535 CARTEGRAPH SYSTEMS IN ', 300.00 CARTEGRAPH SEWER & WTR CONV #5 212028 201113605 5305.6235 2011136G CONSULTANT SERVICES WATER MGMT/REPORTlDATA ENTRY � 300.00 248560 8/22/2012 730686 COBBLE3TONE LAKE DVPMT LLC I 1,029.77 PK-LAKE WTR USAGE 6/19-7/5/12 211729 1866 1720.6257 UTILITIES-PROPANE/WATER/SEWER PARK GROUNDS MAINTENANCE 1,029.77 248561 8/22/2072 119060 COMPAS, DAVID 8� MARY ' 232.96 UTIL TREE REPLACEMENT 00067391 212007 20120820 5365.6269 2011101S REPAIRS-OTHER SEWER MGMT/REPORTS/DATA ENTRY 232.96 � 248562 8/2212012 142662 CONVENTION � VISITORS BUREAU 7,886.59 LODGING TAX 7/12 212049 20120731 7005.6319 REIMBURSEMENT OF REV COLL FOR LODGING TAX 7,886.59 248563 8/22I2012 122079 CROWN RENTAL - BURNSVILLE 25.89 PK-MISC PARTS FOR WEED TRIMMB�47286 211730 W5012 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 56.00 PK-PART FOR HANDHELD BLOWER00047286 211731 W5024 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 81.89 I 248564 S122/2012 100114 CUB FOODS 189.60 POL-WATER/ICE FOR 4TH OF JULY 58638 211990 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 83.72 REC-LIL CHEFS 2 69323 211991 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 11.99 POL-VEGGIE TRAY FOR DEBRIEFINfi�636 211992 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 26.29 POL-COOKIES, BEVERAGES FOR C6P893 211993 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME PREV 24.98 POL-PAPER PLATES 69364 211994 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 148.68 FIRE-TRUCK REPLENISH 7/10l12 69660 211995 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 74.70 FIRE-TRUCK REPLENISH 7/17/12 69660 211996 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 31.22 CH-MISC SUPPLIES 65499 211997 1060.6229 CoENERAL SUPPLIES MUNICIPAL BLDG & GROUNDS MNTC 591.18 248565 8/22/2072 722849 DAKOTA COMMUNICATIONS CENTER 68,452.00 POL DCC FEE SEPT 212018 AV201209 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 68,452.00 248566 8/22/2012 700569 DAKOTA COUNTY FINANCIAL SERVIC �� 2,840.17 ROW EPERMIT FEES 212027 2634 1510.6244 ROW EPERMIT FEES PW ENGINEERING & TECHNICAL 2.840.17 R55CKREG �.,.�20000 CITY OF APF. :LLEY 8/23. 8:44:20 Council Check Register Page - 13 e/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 248567 8/22/2012 100128 DAKOTA ELECTRIC ASSOCIATION 8.72 POL GARDENVIEW SPEED SIGN 211756 27725 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL 8.92 UTIL RADIO EQUIPMENT 211756 27725 5805.6255 UTILITIES-EIECTRIC STREET LIGHT UTILITY FUND 8.93 PW RADIO EQUIPMENT 211756 27725 7540.6255 UTILITIES-ELECTRIC CMF BUILDINGS & GROUNDS MNTC 10.90 PARK BLMT AERTR/FNDRS LT 211756 27725 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 49.05 CIVIL DEFENSE SIRENS 211756 27725 1290.6255 UTIUTIES-ELECTRIC CIVIL DEFENSE MANAGEMENT 73.60 CEMETERY LIGHTS 211756 27725 5605.6255 UTILITIES-ELECTRIC CEMETERY 184.33 PARK TENNIS COURTS 211756 27725 1745.6255 UTILITIES-ELECTRIC PARK CRTlGAME AREA MAINTENANCE 301.51 CMF STORAGE/SALT BLDG 211756 27725 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS 8 GROUNDS MNTC 376.70 KELLEY PARK POND/SPRINKLER 211756 27725 1720.6255 UTILITIES-ELECTRIC PARK GROUNDS MAINTENANCE 635.64 PARK HS4 FIELDS 211756 27725 1780.6255 UTILITIES-ELECTRIC PARK HIGH SCHOOL #4 FIELDS 875.11 ICE ARENA I 211756 27725 5210.6255 UTILITIES-ELECTRIC ARENA 1 BUILDING MAINTENANCE 893.27 HAYES PARK ARENA 211756 27725 5265.6255 UTILITIES-ELECTRIC ARENA 2 BLDG MAINTENANCE-HAYES 1,203.42 LIQUOR STORE #2 211756 27725 5065.6255 UTILITIES-ELECTRIC LIQUOR #2 OPERATIONS 1,212.20 UTIL SIGNAL LIGHTS 211756 27725 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 1,341.72 PARK PATHWAY LIGHTS 211756 27725 1740.6255 UTILITIES-ELECTRIC PARK SIDEWALK/PATH MAINTENANCE 1,836.28 UTIL LIFT STATIONS 211756 27725 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR & MNTC 2,007.96 LIQUOR STORE #3 211756 27725 5095.6255 UTILITIES-ELECTRIC LIQUOR #3 OPERATIONS 2,128.68 FIRE STATIONS 211756 27725 1340.6255 UTILITIES-ELECTRIC FIRE BLDG 8 GROUNDS MNTC 2,178.35 HAYES COMM & SENIOR CENTER 211756 27725 1920.6255 UTILITIES-ELECTRIC HAYES COMMUNITY 8 SENIOR CTR 2,267.25 LIQUOR STORE #1 211756 27725 5025.6255 UTIIITIES-ELECTRIC LIQUOR #1 OPERATIONS 3,111.84 PARK BUILDINGS 211756 27725 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 4,138.01 AVCC 211756 27725 1900.6255 UTILITIES-ELECTRIC AV COMMUNITY CENTER 5,637.80 AVFAC EXPANSION 211756 27725 1940.6255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 6,246.57 AQUATIC CENTER 211756 27725 1940.6255 UTILITIES-ELECTRIC AQUATIC SWIM CENTER 6,511.38 UTIL STORM SEWER 211756 27725 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 9,183.27 ATHLETIC COMPLEX 211756 27725 1715.6255 UTILITIES-ELECTRIC PARK ATHLETIC FIELD MAINTENANC 27,804.53 UTIL WELLS 211756 27725 5320.6255 UTILITIES-ELECTRIC WATER WELUBOOSTER STN MNT/RPR 30,430.53 UTIL STREET LIGHTS 211756 27725 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 3,619.42 CMF 211757 27791 1540.6255 UTILITIES-ELECTRIC CMF BUILDINGS & GROUNDS MNTC Supplier 100125 DAKOTA COUNTY TECHNICAL COLLEG 4,884.29 UTIL WELLS 211757 27791 5320.6255 UTILITIES-ELECTRIC WATER WELUBOOSTER STN MNT/RPR Supplier 100125 DAKOTA COUNTY TECHNICAL COLLEG 8,340.81 MUNICIPAL CENTER 211757 27791 1060.6255 UTILITIES-ELECTRIC MUNICIPAL BLDG 8 GROUNDS MNTC Supplier 100125 DAKOTA COUNTY TECHNICAL COLLEG 19,190J1 WATER TREATMENT PLANT 211757 27791 5325.6255 UTILITIES-ELECTRIC WATER TREATMENT FCLTY MNTC/RPR Suppiier 100125 DAKOTA COUNTY TECHNICAL COLI.EG 1,148.61 VALLEYWOOD GOLF SPRINKLER 211758 27802 5150.6255 UTILITIES-ELECTRIC GOLF COURSE MAINTENANCE 8.72 POL HEYWOOD CT SPEED SIGN 211759 27825 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL 11.42 PK GARDEN VIEW DR SHELTER 211759 27825 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE CITY OF APPLE VALLEY 8/23/2012 8:4420 RSSCKREG LOG20000 ' Council Check Register Pa9e �4 8/16/2012 -8/24/2012 Check # Date Amount Supplier / Expianation PO # Doc No Inv No Account No Subledger Account Descrip6on Business Unit 18.50 REDWOOD PK REST ROOMS 211759 27825 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 78.69 STREET LIGHTS 211759 27825 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND i 677.74 IIFT STN 2/STM SWR 7698 12STH 211760 4908737 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND I 677.75 LIFT STN 2 7698 128TH ST W 211760 4908737 5380.6255 UTILITIES-ELECTRIC SEWER LIFT STN REPAIR & MNTC 149,323.13 � 248568 8/22/2072 100148 DPC INDUSTRIES INC 1,933.29 UTIL-FLUORIDE 48450 211957 8270123512 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 2,215.42 UTIL-FLUORIDE 48450 211958 8270115612 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR ' 467.00 UTIL-CHLORINE 48450 211959 8270122312 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR ,' 4,615.71 I � 248569 8/22/2072 100407 EMERGENCY AUTOMOTIVE TECHNOLOG 2,894.19 POL-SETUP '12 CHRYSLER MV #50 00047575 211732 11165 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL .94- POL-NEW INV CAR SETUP #45 CREm0047575 211733 11143 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 29.90- POL-NEW INV CAR SETUP #32 CREm0047575 211734 11127 1210.6265 REPA�RS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 2,863.35 248570 8/22/2012 102414 EMERGENCY MEDICAL PRODUCTS INC 59.29 POL-ICE PACKS 00069371 212019 1488551 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 59.29 248571 8/22/2012 101478 ERGOMETRICS 569.94 HR-VIDEO TESTING SYSTEM LAW EN 211971 113306 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 589.94 248572 8/2212012 707056 FORCE AMERICA DISTRIBUTING LLC 13.18 STR-O-RING 00035441 211889 1389372 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 13.78 248573 8/22/2012 100769 FRONTIER COMMUNICATIONS OF MN 66.54 AVCC PHONES 211974 952953231702179 1900.6237 TELEPHONE/PAGERS AV COMMUNITY CENTER i 97 49.69 GOLF CLUBHOUSE PHONES 211975 952953231904129 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 47 142.77 PK JCRP PHONES 211976 952953234904139 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 47 346.44 PK RW PHONES 211977 952953235004139 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE i 47 I 205.51 IA2 PHONES 211978 952953236511019 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES i 57 ' 252.07 IA1 PHONES 211979 952953236604Y 5210.6237 TELEPHONE/PAGERS ARENA 1 BUILDWG 'TENANCE l , ._ _.. I I R55CKREG ��.�20000 CITY OF APF �LLEY 8/2'< 8:44:20 Council Check Register Page - 15 8/16/2012 - S/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 47 172.70 TEEN CTR PHONES 211980 952953238502179 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 97 203.66 SWIM CTR PHONES 211981 952953239405100 1940.6237 TELEPHONE/PAGERS AQUATIC SVNM CENTER 67 233.05 UTIL MNTC PHONE 211982 952953235508170 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORTlDATA ENTRY 47 201.90 UTIL WiP PHONES 211983 952431508111088 5325.6237 TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR 97 70.52 UTIL STRM SWR ALARMS 211984 651197340501279 5385.6249 OTHER CONTRACTUAL SERVICES SEWER STORM INFRASTRUCTURE 97 35.26 CMF RADIO LINE 211985 651197403911269 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS 8 GROUNDS MNTC , 27 68.11 DCTC PHONE 211986 952953253410100 2092.6237 TELEPHONE/PAGERS DAKOTA TECHNICAL BLDG ESCROW 17 169.27 CH GENERATOR/HVAC MODEM 211987 952953273409250 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG & GROUNDS MNTC 07 17.63 POL INTOXILI2ER 211988 651101065412229 125D.6237 TELEPHONE/PAGERS POLICE FACILITY 37 136.96 SWIM CTR PHONES 211989 952953239106061 1940.6237 TELEPHONE/PAGERS AQUATIC SWIM CENTER 27 2,372.08 248574 8/2212012 122593 GORDY'S LAWN SERVICE, INC. 106.88 LAWN MOWING-1038 LOWELL 212054 1232 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 106.88 LAWN MOWING-6188 132ND ST WAY 272055 1233 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 106.88 LAWN MOVNNG-121 CHAPARRAL DR 212056 1234 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 320.64 248575 8/22/2012 700891 HANCO CORPORATION 24.73 SHOP-TIRES 00069160 211735 627301 1530.6216 VEHICLES-TIRESlBATTERIES CMF SHOP EQUIP MNTC & REPAIR 165.82 PK-MISC TIRE RPR SUPPLIES 00068910 211890 635618 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 190.55 248576 8122/2012 107023 HEDBERG AGC�REGATES 3.30- PK-DISCOUNT 00050729 211951 273998 1715.6333 GENERAL-CASH DISCOUNTS PARK ATHLETIC FIELD MAINTENANC 176.11 PK-CYPRESS MULCH 00050729 211951 273998 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 5.50- PK-DISCOUNT 00050729 211972 273731 1720.6333 GENERAL-CASH DISCOUNTS PARK GROUNDS MAINTENANCE 293.52 PK-CYPRESS MULCH FOR QP 00050729 211972 273731 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 460.83 248577 8I22/2012 137419 HEDBERG, RON I � R55CKREG LOG20000 CITY OF APPLE VALLEY 8l23/2012 8:4420 Council Check Register Page - 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19 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Unit 1, 372.56 248600 8/22l2012 741648 POWER PROCESS EQUIPMENT INC 651.55 UTIL-RPLC WELL FLOAT LIFT#9 271740 380268 5380.6265 REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR & MNTC 487.64 WQ-LABOR, INSTALL PUMP 211752 379933 5505.6269 REPAIRS-OTHER STORM DRAIN UTILITY 5,200.69 WQ-RPRS PENNOCK STRM STN 211753 379934 5505.6269 REPAIRS-OTHER STORM DRAIN UTILITY 6,339.88 248601 8/22/2012 700578 PROACT INC 654.67 REC HNDCP SVC-JULY 212017 43756 1810.6249 OTHER CONTRACTUAL SERVICES REC HANDICAPPED PROGRAMS 654.67 248602 8/22I2012 701797 RCM SPECIALTIES INC 639.54 STR-EMULSION, SEAL PATHWAYS 211754 3477 1610.6229 2012103R GENERAL SUPPLIES STREET/BOULEVARD REPAIR & MNTC 639.54 248603 8/22I2012 734670 RELIABLEPROPERTYSERVICES 231.56 LIQ2 MOWING-JUNE 212022 38018 5065.6249 OTHER CONTRACTUAL SERVICES LIQUOR #2 OPERATIONS 231.56 LIQ3 MOWING-JUNE 212022 38018 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR #3 OPERATIONS 693.08 FIRE MOWING-JUNE 212022 38018 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG & GROUNDS MNTC 2,927.49 CEMETERY MOWING-JUNE 212022 38018 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 4,797.62 PK MOWING-JUNE 212022 38018 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 231.56 LIQ2 MOWING-JUIY 212023 38836 5065.6249 OTHER CONTRACTUAL SERVICES LIQUOR tk2 OPERATIONS 231.56 LIQ3 MOWING-JULY 212023 38836 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR #3 OPERATtONS 693.08 FIRE MOWING-JULY 212023 38836 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG & GROUNDS MNTC 2,927.49 CEMETERY MOWING-JULY 212023 38836 5605.6249 OTHER CONTRACTUAL SERVICES CEME7ERY 4,797.62 PK MOWING-JULY 212023 38836 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 231.56 LIQ2 MOWING-AUGUST 212024 39773 5065.6249 OTHER CONTRACTUAL SERVICES LIQUOR #2 OPERATIONS 231.56 LIQ3 MOWING-AUGUST 212024 39773 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR #3 OPERATIONS 693.08 FIRE M01MNG-AUGUST 212024 39773 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG & GROUNDS MNTC 2,927.49 CEMETERY MOWING-AUGUST 212024 39773 5605.6249 OTHER CONTRACTUA� SERVICES CEMETERY 4,797.62 PK MOWING-AUGUST 212024 39773 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 26,643.93 248604 8/22/2012 141847 RESTAURANT EQUIPPERS INC 1,126.47 GOLF-KTN EQUIP 00051187 212008 1126426 5120.6422 2011137G GOLF-KITCHEN SUPPLIES GOLF KITCHEN 72.46- 00051187 212008 1126426 51002330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 1,054.01 248605 8122/2012 743477 ROBIDEAU, MARK 124.00 REF TWIN TICKETS PURCHASED 4!6 212004 403 1001.4355 RECREATION USER FEES GENERAL FUND REVENUE 124.00 CITY OF APPLE VALLEY 8/23/2012 8:44:20 R55CKREG 1OG20000 Council Check Register Page - 20 8/16/2012 -8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Descri Business Unit ' � 248606 812212012 771161 SHRED IT USA MINNEAPOUS 71.83 POl SHREDDING SVC-JULY 00043065 212012 9400639481 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 71.83 248607 8122/2012 179785 STDEA READERS INC 2,329.32 UTIL METER READER AUG 212016 20120822 5303.6249 OTHER CONTRACTUAL SERVICES UTILITY BILLING 2, 329.32 248608 8/22/2012 143478 TAN, SHEVYLL 12.00 REF PRESCHOOL PROGRAM 6/19/12 212005 1117 1001.4351 PRE SCHOOL PROGRAMS GENERAL FUND REVENUE 12.00 248609 8/22/2012 737747 TAPCO 3,351.60 UTI�-ARROWBOARD W/POWER TIL�0051152 211952 1400722 5365.6211 SMALL TOOLS & EQUIPMENT SEWER MGMT/REPORTS/DATA ENTRY 3,351.60 248610 8/22/2012 100481 TRI-STATE BOBCAT INC 1,683.28 STR-JACK/CYLINDER STEARING#346 211897 P13936 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,683.28 248611 8/2212012 143463 TRITECHFORENSICS 220.70 POL-FINGERPRINT SUPPLIES 00067592 211954 81810 1200.6211 SMALL TOOLS & EQUIPMENT POLICE MANAGEMENT 14.20- 00067592 211954 81810 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 206.50 248612 8/22/2072 142720 URBAN COMPANIES, LLC 2,100.00 VALLEYWOOD CLUBHOUSE #3 & FNL 272050 305320 5190.6810 2011137G CONSTRUCTION IN PROGRESS GOLF CLUBHOUSE CONSTRUCTION 2,100.00 248673 8122I2012 100637 VERIZON WIRELESS 30.00 IA MOBILE PHONE AUG 211870 2781490071 5205.6237 TELEPHONE/PAGERS ARENA 1 MANAGEMENT 40.01 PK WIRELESS DATA 211870 2781490071 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 41.38 SWIM WIRELESS DATA 211870 2781490071 1940.6237 TELEPHONE/PAGERS AQUATIC SWIM CENTER 43.01 IT WIRELESS DATA 211670 2781490071 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 52.55 CABLE MOBILE PHONE AUG 211870 2781490071 2012.6237 TELEPHONE/PAGERS CABLE N JOINT POWERS 52.55 INSP MOBILE PHONE AUG 211870 2781490071 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT ' 52.55 CODE MOBILE PHONE AUG 211870 2781490071 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 52.55 PW MOBILE PHONE AUG 211870 2781490071 1500.6237 TELEPHONE/PAGERS PW MANAGEMENT 63.25 CODE WIRELESS DATA 211870 2781490071 1013.6237 TELEPHONE/PAGERS CODE ENFORCEMENT 63.25 NR WIRELESS DATA 211870 2781490071 1520.6237 TELEPHONE/PAGERS NATURAL RESOURCES 6325 UTIL WIRELESS DATA 211870 2781490071 5305.6237 TELEPHONE/PAGERS WATER MGMT/REP' 'OATA ENTRY , , R55CKREG c�.�20D00 CITY OF APF .LLEY 8/22 8:4420 Council Check Register Page - 21 8/16/2012 - 8/24/2012 Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledge Account Description Business Uni 63.25 GOLF WIRELESS DATA 211870 2781490071 5105.6237 TELEPHONElPAGERS GOLF MANAGEMENT 82.55 SHOP MOBILE PHONE AUG 211870 2781490071 1530.6237 TELEPHONE/PAGERS CMF SHOP EQUIP MNTC & REPAIR 90.00 STR MOBILE PHONE AUG 211870 2781490071 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 90.02 NR MOBILE PHONE AUG 211870 2781490071 1520.6237 TELEPHONE/PAGERS NATURAL RESOURCES 105.10 ADM MOBILE PHONE AUG 211870 2781490071 1010.6237 TELEPHONE/PAGERS ADMINISTRATION 124.17 PK MOBILE PHONE AUC� 211870 2781490071 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 153.59 UTIL MOBILE PHONE AUG 211870 2781490071 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORTlDATA ENTRY 157.65 IT MOBIL PHONE AUG 211870 2781490071 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 159.75 ENG MOBILE PHONE AUG 211870 2781490071 1510.6237 TELEPHONE/PAGERS PW ENGINEERING 8 TECHNICAL 189.75 INSP WIRELESS DATA 211870 2781490071 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 228.49 REC MOBILE PHONE AUG 211870 2781490071 1700.6237 TELEPHONE/PAGERS PARK & RECREATION MANAGEMENT 360.09 FIRE WIRELESS DATA 211870 2781490071 1300.6237 TELEPHONE/PAGERS FIRE MANAGEMENT 960.28 POL WIRELESS DATA 211870 2781490071 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 16.02 UTIL BELT CLIP 00068598 211871 2781490071 5305.6211 SMALL TOOLS & EQUIPMENT WATER MGMT/REPORT/DATA ENTRY 3,335.06 20120830 8/1712012 100000 MN DEPT OF REVENUE 24,989.00 SALES/USE TAX-GENERAL FUND 212057 38467072 10002330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 6.00 SALES/USE TAX-CABLE N 212057 38467072 2010.2330 DUE TO OTHER GOVERNMENT CABLE N RESERVE BALANCE SHEET 37,335.00 SALES/USE TAX-LIQUOR #1 212057 38467072 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 15,404.00 SALES/USE TAX-LIQUOR #2 212057 38467072 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 23,987.00 SALES/USE TAX-LIQUOR #3 212057 38467072 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 11,888.00 SALES/USE TAX-C�OLF 212057 38467072 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 5.00 SALES/USE TAX-ARENA 212057 38467072 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 4,533.00 SALES/USE TAX-WATER & SWR 212057 38467072 5300.2330 DUE TO OTHER GOVERNMENT WATER & SEWER FUND BAL SHEET 14.00 SALES/USE TAX-STM WTR 212057 38467072 5500.2330 DUE TO OTHER GOVERNMENT STORM DRAIN UTIL BALANCE SHEET 118,161.00 20120831 8I7712012 701671 MN DEPT OF REVENUE 120.00 DIESEL TAX-PARKS 212058 395464192 1765.6212 MOTOR FUEIS/OILS PARK EQUIPMENT MAINTENANCE 81.29 DIESEL TAX-STREETS 212058 395464192 1630.6212 MOTOR FUEIS/OIIS STREET EQUIPMENT MAINTENANCE 24.72 DIESEL TAX-WATER 212058 395464192 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 124.84 DIESEL TAX-SEWER 212058 395464192 5390.6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/RP 350.85 20120832 8/20/2012 100657 MN DEPT OF REVENUE 25,472,80 PAYROLL STATE TAX 212059 120802G 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 25,472.80 20120833 8/20/2012 102664 ANCHOR BANK 60,389.08 FEDERAL TAXES PR 212060 1208026 90002111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 19,503.56 EMPLOYEE FICA 212060 120802B 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET CITY OF APPLE VALLEY 8/23/2012 8:4420 � RSSCKREG LOG20000 I Council Check Register Page - 22 , 8/16/2012 — 8/24/2012 � Check # Date Amount Supplier / Explanation PO # Doc No Inv No Account No Subledger Account Description Business Unit I 28,791.10 CITY SHARE FICA 212060 1208026 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 8,805.22 EMPLOYEE MEDICARE 212060 1208028 9000.2111 ACCRUED FEDERALIFICA PAYROLI. CLEARING BAL SHEET 8,805.22 CITY SHARE MEDICARE 212Q60 120802B 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 126,294.1 S 20120834 8/2012012 100873 HEALTHPARTNERS 3,352.48 DENTAL CLAIMS 8/9/12-8/15/12 212061 20120815 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 3,352.48 20120836 8/2412072 730957 GENESIS EMPLOYEE BENEFITS INC 355.5 FLEX SPENDING DAYCARE - 2012 212062 1208040 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 355.50 842,202.60 Grand Total Payment Instrument Totals I � � � Check Total 465,332.07 O� �+✓ TransferTotal 273,986.81 � Pay ModeX Total 102,883.72 �__o �/ � � Z/ Total Payments 842,202.60 I a , � CITY OF APP. :LLEY 8/23 8:44:54 R55CKSUM LOG20000 ` Council Check Summary Page - 1 8/16/2012 - S/24/2012 Company Amount 01000 GENERAL FUND 207,747.52 02010 CABLE N RESERVE FUND 58.55 02090 DAKOTA TECHNICAI BLDG ESCROW 68-11 04500 CONSTRUCTION PROJECTS 460.00 05000 LIQUOR FUND 249,967.24 05100 GOLF FUND 64,991.48 05200 ARENA FUND 2,334.19 05300 WATER & SEWER FUND 89,031.64 05500 STORM DRAINAGE UTILITY FUND 6,790.33 05600 CEMETERY FUND LEVEL PROGRAM 8,856.07 05800 STREET LIGHT UTIL FUND 38,919.46 07000 LODGING TAX FUND 7,886.59 07100 INSURANCE TRUST DENTAL FUND 3,352.48 07200 RISK MANAGEMENT/INSURANCE FUND 9,616.46 09000 PAYROLL CLEARING FUND 152,122.48 Report Totals 842,202.60 , I I I I I I I i � i !I