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HomeMy WebLinkAbout02/12/2015 Meeting Meeting Location: Municipal Center City of 7100 147th Street West Apple Valley, Minnesota 55124 FEBRUARY 12, 2015 CITY COUNCIL INFORMAL MEETING TENTATIVE DISCUSSION ITEMS 5:30 P.M. 1. Council Discussion Items. (10 min.) 2. Emerald Ash Borer Management Update. (25 min.) 3. “I-2” Zoning Amendments Update. (20 min.) 4. Building Improvements Update. (20 min.) 5. Adjourn. CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 P.M. 1. 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 Agenda Items *: *A. Approve Minutes of January 22, 2015, Regular Meeting. *B. Approve Change in Corporate Officer for D & D of Minnesota, Inc., d/b/a Famous Dave’s BBQ Shack, 7593 147th Street W., in Connection with On-Sale Wine and 3.2 Percent Malt Liquor Licenses. *C. Approve Fischer Sand & Aggregate, LLP, Commercial Extraction Permit for 2015. *D. Receive 2014 Annual Reports: *1. Cemetery Advisory Committee. *2. Traffic Safety Advisory Committee. *E. Adopt Resolution Approving Reallocation of Assessment Roll Nos. 605 and 607 for Embry Place Development Area. *F. Approve Quit Claim Deed Related to Ground Lease at Apple Valley High School. *G. Approve Reduction of Financial Guarantee. *H. Adopt Resolution Approving Site Plan Authorization for Seasonal Outdoor Garden Sales Center at Menard’s, 14960 Florence Trail. *I. Approve Second Amendment to Antenna Lease Agreement with Verizon Wireless, LLC, 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. Approval of Consent Agenda Items * - Continued: *J. Approve Third Amendment to Antenna Lease Agreement with Sprint Spectrum Realty Company, L.P., at Palomino Lattice Tower. *K. Adopt Resolutions Approving Plans and Specifications, and Authorizing Advertisement for Receipt of Bids on March 12, 2015, at 10:00 a.m., for: *1. AV Project 2014-129, Sanitary Sewer Lift Station 3 Replacement. *2. AV Project 2015-115, 2015 Utility Improvements. *L. Approve Joint Powers Agreements: *1. City of Burnsville for Implementation of Water Quality Improvement Project in Alimagnet Lake, Keller Lake, and Lac Lavon. *2. City of Rosemount for Professional Services Related to Subsurface Sewage Treatment Systems. *3. Dakota County for 2015 Sentence to Service (STS) Program Work Crews. *M. Approve Various Contracts: *1. Encompass, Inc., for Architectural Services to Prepare Plans and Specifications for Municipal Center Window Repairs. *2. NovusAGENDA Services for Agenda Management Software. *N. Adopt Resolution Awarding Contract for Apple Valley Liquor Store #2 Interior Remodeling and City Hall Reception Counter Remodeling Project. *O. Approve Change Order No. 4 and No. 5 to High-Definition Video and Audio Telecast Systems - Add $2,255.00. *P. Approve Acceptance and Final Payment on Contracts: *1. Alpha Video and Audio, Inc., for High-Definition Video and Audio Telecast Systems - $5,007.25. *2. Energy Consulting Partners for Liquor Store Walk-in Cooler Fan Motors and Controls Project - $13,214.81. *3. McNamara Contracting, Inc., for AV Project 2014-101, 2014 Street Improvements - $200,145.55. *4. McNamara Contracting, Inc., for AV Project 2014-102, 2014 Street and Utility Reconstruction - $266,599.68. *Q Approve Personnel Report. 5. Regular Agenda Items: A. Caribou Coffee, Lot 2, Block 1, Cedar Marketplace Addition: 1. Resolution Approving Conditional Use Permit to Allow Drive-Thru Window for Class III Restaurant. 2. Resolution Approving Site Plan/Building Permit Authorization to Allow Construction of Drive-Thru Window. B. Springs at Apple Valley: 1. Resolution Approving Amendment to Comprehensive Plan 2030 Land Use Map Re-designating Outlot B, Fischer Market Place, from "C" (Commercial) to "HD" (High Density Residential/12+ Units per Acre). 2. Ordinance Rezoning Outlot B, Fischer Market Place, from “PD 646/Zone 3" (Planned Development ) to "PD 746/Zone 3" (Planned Development). 5. Regular Agenda Items - Continued: 3. Ordinance Rezoning Outlot B, Wensmann 13th Addition, "PD 746/Zone 1" (Planned Development) to "PD 746/Zone 3" (Planned Development). 4. Resolution Approving Preliminary Plat. 5. Resolution Approving Site Plan/Building Permit Authorization to Allow for 280-Unit Apartment Project. C. Ordinance Amending Chapter 115 of the City Code, Regulating Electronic Delivery Device Liquids. (Recommend waiving second reading.) D. Ordinance Amending Chapter 150 of the City Code, Regarding Adoption of the State Building Code. (Second reading and action.) E. Accept Resignation of Planning Commissioner Brian Wasserman and Authorize Receipt of Applications to Fill Vacancy through March 31, 2015. 6. Other Staff Items. 7. Council Items and Communications. 8. Calendar of Upcoming Events. 9. Claims and Bills. 10. Adjourn. Reminder: City Offices are closed Monday, February 16, 2015, in Observance of Presidents Day. NEXT REGULARLY SCHEDULED MEETINGS: Thursday February 26 7:00 p.m. (Regular) Thursday March 26 7:00 p.m. (Regular) Regular meetings are broadcast, live, on Charter Communications Cable Channel 180. (Agendas and meeting minutes are also available on the City’s website at www.cityofapplevalley.org) •s• •i�r• •���• ss�• "' Meeting Location: Municipal Center City of App�e 7100 147th Street West VaIIGy Apple Valley, Minnesota 55124 UPDATE OF CITY COUNCIL REGULAR MEETING ACTIONS FEBRUARY 12, 2015 3. Audience - For Items NOT on this Agenda- Mr. Ed Kearney, Chamber of Commerce President, commented on improvements in their office and invited everyone to the Home and Garden Show. 4. Approved All Consent A�enda Items *: *A. Approve Minutes of January 22, 2015, Regular Meeting. *B. Approve Change in Corporate Officer for D & D of Minnesota, Inc., d/b/a Famous Dave's BBQ Shack, 7593 147th Street W., in Connection with On-Sale Wine and 3.2 Percent Malt Liquor Licenses. *C. Approve Fischer Sand &Aggregate, LLP, Commercial Extraction Permit for 2015. *D. Receive 2014 Annual Reports: *1. Cemetery Advisory Committee. *2. Traffic Safety Advisory Committee. *E. Adopt Resolution Approving Reallocation of Assessment Roll Nos. 605 and 607 for Embry Place Development Area. *F. Approve Quit Claim Deed Related to Ground Lease at Apple Valley High School. *G. Approve Reduction of Financial Guarantee. *H. Adopt Resolution Approving Site Plan Authorization for Seasonal Outdoor Garden Sales Center at Menard's, 14960 Florence Trail. *I. Approve Second Amendment to Antenna Lease Agreement with Verizon Wireless, LLC, at Valleywood Reservoir. *J. Approve Third Amendment to Antenna Lease Agreement with Sprint Spectrum Realty Company, L.P., at Palomino Lattice Tower. *K. Adopt Resolutions Approving Plans and Specifications, and Authorizing Advertisement for Receipt of Bids on March 12, 2015, at 10:00 a.m., for: *l. AV Project 2014-129, Sanitary Sewer Lift Station 3 Replacement. *2. AV Project 2015-115, 2015 Utility Improvements. *L. Approve Joint Powers Agreements: *1. City of Burnsville for Implementation of Water Quality Improvement Project in Alimagnet Lake, Keller Lake, and Lac Lavon. *2. City of Rosemount for Professional Services Related to Subsurface Sewage Treatment Systems. *3. Dakota County for 2015 Sentence to Service (STS) Program Work Crews. * 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 A�enda Items * - Continued: *M. Approve Various Contracts: *1. Encompass, Inc., for Architectural Services to Prepare Plans and Specifications for Municipal Center Window Repairs. *2. NovusAGENDA Services for Agenda Management Software. "'' r;+" u"„ D°�„+;^„ r"„�*°"D ,� '• D * (Moved to regular agenda.) Wlll.{ Vll�, 11�.411 1\VVVl.I{.1 � *O. Approve Change Order No. 4 and No. 5 to High-Definition Video and Audio Telecast Systems - Add $2,255.00. *P. Approve Acceptance and Final Payment on Contracts: *1. Alpha Video and Audio, Inc., for High-Definition Video and Audio Telecast Systems - $5,007.25. *2. Energy Consulting Partners for Liquor Store Walk-in Cooler Fan Motors and Controls Project - $13,214.81. *3. McNamara Contracting, Inc., for AV Project 2014-101, 2014 Street Improvements - $200,145.55. *4. McNamara Contracting, Inc., for AV Project 2014-102, 2014 Street and Utility Reconstruction - $266,599.68. *Q Approve Personnel Report. 5. Re ular Agenda Items: ❑ Adopted Resolution Awarding Contract for Apple Valley Liquor Store #2 Interior Remodeling and City Hall Reception Counter Remodeling Project. A. Caribou Coffee, Lot 2, Block 1, Cedar Marketplace Addition: 1. Adopted Resolution Approving Conditional Use Permit to Allow Drive-Thru Window for Class III Restaurant. 2. Adopted Resolution Approving Site Plan/Building Permit Authorization to Allow Construction of Drive-Thru Window. B. Springs at Apple Valley: 1. Adopted Resolution Approving Amendment to Comprehensive Plan 2030 Land Use Map Re-designating Outlot B, Fischer Market Place, from "C" (Commercial)to "HD" (High Density Residential/12+ Units per Acre). 2. Passed Ordinance Rezoning Outlot B, Fischer Market Place, from "PD 646/Zone 3" (Planned Development ) to "PD 746/Zone 3" (Planned Development). 3. Passed Ordinance Rezoning Outlot B, Wensmann 13th Addition, "PD 746/Zone 1" (Planned Development) to "PD 746/Zone 3" (Planned Development). 4. Adopted Resolution Approving Preliminary Plat. 5. Adopted Resolution Approving Site Plan/Building Permit Authorization to Allow for 280-Unit Apartment Project. C.. Waived Second Reading and Passed Ordinance Amending Chapter 115 of the City Code, Regulating Electronic Delivery Device Liquids. D. Passed Ordinance Amending Chapter 150 of the City Code, Regarding Adoption of the State Building Code. 5. Re�ular A�enda Items - Continued: E. Accepted Resignation of Planning Commissioner Brian Wasserman and Authorized Receipt of Applications to Fill Vacancy through March 3 l, 2015. 6. Other Staff Items. 7. Council Items and Communications. 8. Approved Calendar of Upcoming Events. 9. Approved Claims and Bills. Reminder: City Offices are closed Monday, February 16, 201 S, in Observance of Presidents Day. NEXT REGULARLY SCHEDULED MEETINGS: Thursday February 26 7:00 p.m. (Regular) Thursday March 26 7:00 p.m. (Regular) Regular meetings are broadcast, live, on Charter Communications Cable Channel 180. (Agendas and meeting minutes are also available on the City's website at www.cityofapplevalley.org) ��� ���� ���� ���< ITEM: �N�—Z City of A�?�t��! CITY COUNCIL MEETING DATE: February 12, 2015 Va���'� seCTioN: Informal Session PROJECT NAME: EMERALD ASH BORER MANAGEMENT UPDATE STAFF CONTACT: Jessica Schaum, Natural Resources Coordinator �EPARTMENTi�ivisioN: Public Works Department REQUESTED ACTION: Discuss current and future policies and strategies for management of Emerald Ash Borer tree infestation. BACKGROUND: In December 2014, the Minnesota Department of Agriculture confirmed an Emerald Ash Borer (EAB) infestation in Dakota County. EAB was found in an ash tree in Lebanon Hills Regional Park in the city of Eagan, just north of the border with Apple Valley. The infested tree was detected through a routine visual survey of ash trees currently being conducted by the Minnesota Department of Agriculture. Because of this find, Dakota County will join Hennepin, Houston, Olmsted, Ramsey, and Winona counties in a state and federal quarantine. The quarantine is in place to help prevent EAB from spreading outside a known infested area. It is designed to limit the movement of any items that may be infested with EAB, including ash trees and ash tree limbs, as well as all hardwood firewood. Staff has prepared a brief presentation for the City Council Informal Session on February 12, 2015 to review the City's existing EAB management strategies and discuss some recommended program changes to assist the City with effectively managing future EAB impacts to the urban forest in Apple Valley. BUDGET IMPACT: To Be Determined ATTACHMENTS: None �NF'-Z � 2/12/2015 � E�ER��C� AS� �C�RER I����GEI�IE�T UPC��TE � INTRODUCTION JESSICA SCHAUM Background • B.A. and MURP with focus on environmental planning, geography and political science • Municipal experience, including metro suburban city • Start Date: December 8 Hiring Goals • Management Natural Resource Programs • Effective skills working with residents, businesses, citizen groups � 1 2/12/2015 � PURPOSE • EAB overview • Recent find • Review management strategies � ��� �� � � � � � � � ' ���E<<,« �� �� _ � , � � � � i����a�i � � ��'�' � � � ���� � � � ����°, ��` ' ���� � � � � � �i�,,� ,�� _ _ � i� � � �� ; I ; � �� �`'� •K �-t�-"m" R�f . t�`t.' 4' .� `�e...• ;+�._rr; { . �� i'W � m� , `��� s� �'.6 i ��,;,..... � ��r��'�.i. ��.�-�� i������� .. . . �y,�,�x"�. ^"&i. a. i� �*k '�'� 3 � , � . -,�.:_:.. �. 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City of AppVaIl ey MEMO Community Development TO: Mayor, City Council Members and City Administrator FROM: Kathy Bodmer, AICP, Planner MEETING DATE: February 12, 2015 SUBJECT: I-2 Zoning Amendments Staff proposes to amend the "I-2" (General Industrial) zoning district to remove uses that have become � obsolete or may cause a nuisance, as well as to update requirements for bulk fuel storage tanks. The City Attorney prepared the draft ordinance with input from the Fire Chief, Public Works Director and Community Development Director. The I-2 zoning district currently allows the heaviest industrial uses in the City. Some of the parcels zoned I-2 are located in close proximity to residential and institutional properties, making it necessary to review incompatible uses that are no longer in line with the goals and vision of the City's 2030 Comprehensive Plan. The I-2 zone is proposed to be amended by removing some of the obsolete and/or higher nuisance potential heavy industrial uses including rendering works, on-site animal slaughtering, coal/asphalt distillation, distillation of bones and auto wrecking and junk yards. At the same time, the I-2 zoning district currently lists petroleum storage tanks as a permitted use in the I-2 zoning district with no other requirements or standards. The proposed ordinance would allow existing storage tanks storing bulk crude oil, petroleum products or other flammable or combustible liquids to remain as a permitted use. Following January 1, 2015, a property owner who wishes to add � or replace any fuel storage tanks would be required to obtain a conditional use permit (CUP). The ordinance requires that secondary containment (ground protection) and fire protection ba installed. In addition, the prop�rty owner will be required to�provide a comprehensive emergency response plan. Requested Action• No official action is requested. Staff wishes to introduce the draft ordinance to the City Council for any feedback or direction. CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 155 OF THE CITY CODE ENTITLED ZONING BY AMENDING SECTIONS 155.216 AND 155.218 REGARDING PETROLEUM STORAGE TANKS REGULATIONS AND OTHER MISCELLANEOUS USES The City Council of Apple Valley ordains: ���. �Section 1. Section 155.216 of the Apple Valley C�ty���e is hereby amended to read as follows: � � �� � § 155.216 PERMITTED USES. � ,� ���,;�n,, .�,. � � Within any I-2 district, no structure or land sli�T�be used except for one��r more of the following uses, or uses deemed similar by the City Council , � ���. �� (A) Any use permitted in the I;1 district, as re�ulate�therein,unless ofherwise e �;. permitted by this section; y,� � �, � �. � � (B) The manufacturing, compo'untiing, as�er�bly, pac���ng,treatment or storage of the following products or m���na�s brewing, e�ment, c�ncret��stone�u��ng,brick, glass,batteries � (wet cell), ceramic proc�ucts;m�1],'�uorking,mertal pc���."_shing.�an€��latirig,paint(pigment manufacturing), vine�a�mworks,rubi�er products,p��istics,meat=�acking (no on-site slau h� tering of animal(s permitted�,��our, feed�;�ain millin�, ' � """''�'+ '"°+'"°+'^"; �'°""'°'""b �,�r'�� a *;"�* r ��'��r°�" �awrn�ll �lim� sum`�� _laster of Paris lue� size cloth and similar � � � � gYl� �,�? � g > > � � uses; �: � �. x��� � ��� � � -� � ��� "(C),E rM�a° � ', ����' „°� *'�°r'�^���a sSt�rage tanks consistin�of or for the stora�of bulk cru����� liquid petro�f���products�such as �asoline diesel fuel and heatin�oil, or other � flammable or-e�mbustible liquu�that�vere.�resent and in o�eration on an I-2 propertv as of ��,Uo- January 1 2015��%ovided an�tora�e tank re�laced or added on the site or on conti�uous parcels under the same op���ion shall lie��subject to a condition use permit; and � � ��rt (D) Storage of��struct�on materials of all types completely within a building. a��' Section 2. Section 155.218 is hereby amended to delete clause (E) and add clause (M)to read as follows with all remaining clauses to be renumbered accordingly: § 155.218 CONDITIONAL USES. Within any I-2 district,no structure or land shall be used for the following uses or uses deemed similar by the City Council, except by conditional use permit: � � � � 1 > > � � * � � (M) Stora�e tank(s) consistin�of or for the storage of bulk crude oil liquid petroleum products such as �asolme diesel fuel and heatm�oil or other flammable or combustible liquid that is constructed/installed or a re lacement of an existin tank on the ro ert or on conti�uous lots or parcels of land under the same operation on or after January 1 2015 subject to the followm�condrtions• k (1) Above �round tanks with a holdin ca ��t�of less than 10 000 allons � shall provide secondarv contamment and have fire su�ressic�ri"svstem(s as required b�the Minnesota State Fire Code and as re uired b the Ci� '�F�� ��i�f as ma be necessar due to � �_the liquid stored, the topo�raphical conditions of the si���'�nd surro�ndin�area the size and � � hei t of the tank(s) or the proximity of the tank����urrounding�%,�ert uses .� x�; (21 Above �round tanks wit��z holdin ca acit o�l���QO �allons or more shall complv with the followm�conditions• �� � �� � brl , (a) All tanks on t�e��`o�y mcluc�in�a�y tank existin�on tfie�ro�erty as of the date of the conditional use ermit� Iicat�on shall ha���econda containment as rovided herein. If a tank contains more than one�tvpe'o�-s�bstance arid;�ne secondary containment area then the substances must be com atible vtritk�each o�t�r as detern����d b the Cit 's Fire Chief. � k,,, � (b) ���i��secon���y contamn�ent area for t�i�tank shall consist of materials that � are impermeable to and eompatibl��vith the sui��tance bemg stc�red within the tank and that will prevent a release into the e�vironmeut includin��iflrizontal release over the ground surface and vertical releas���to the und���������y�ater ° ;-e %:� �. �� (�) �c desi�n �nstructio�r'a� operation of the secondary containment shall be desx�ed consistent w�th seco�darv containment standards set forth in Minnesota Rules 7151.540f� {and as mav b� amended hereafter) The secondary containment area shall be of matenal, ver���;d throu�h post�nstallation testin� that will provide containment of one and one half the total v�lume of the lar�est tank protected bv the containment berm and a vertical travel time of no less th��seven da s through the containment section ' .4� i � . (d) Ac��s�:roads that are capable of su� ortin the Ci 's fire a�paratus shall be constructed to provide ful�access around and within 150 feet of each tank The access road shall meet the fire anparatus road desiQn specifications as provided in the Minnesota State Fire Code, Chapter 5 and as may be amended hereafter (e) Ubon petition of the operator the Citv's Public Works Director and Fire Chief m their sole discretion ma a rove the use of an alternative seconda containment desi�n in lieu of the requirements herein provided the alternative desi n equivalentiv meets the reauirements provided m sub-clause (c herein 2 (f� When a facilitv containin stora�e tanks is expanded the Cit�may require testin�and assessment re orting includin��round water susce tibilitv studies fire safetv and emer�encv response analvsis and other environmental and public safety studies to assist in the development of technical safety standards to protect the health safetv and �eneral welfare of the Citv (�) Direct fire su�pression/protection svstem(s) shall be installed on site far all stora�e tanks. Where required bv the Fire Chief atmospheric tanks shall have foam fire protection svstems with all foam concentrate material stored on the bro�ertv with the minimum amount of foam concentrate stored on the pro�erty required to extin�,uish the largest stora e� tank on site and pre-blumbed to the fire su�pression/protection svs���ri�s) � -� ��, r (3) Below Qround tanks (buried shall compl�°t�it�r al�rules and re�ulations thereof as established bv the Minnesota Pollution Control A�encv�a ` � � (4) Prior to the issuance of a conditi�a.��use permit hereund��,the owner and � operator of the stora�e tank(s) shall submit to t�ie�Citv a comprehensive e��r encv res onse plan � addressmg anv leak/spill or fire at the�ro�ertv Tlre�lan shall be updated an��submitted to the citv everv 5 vears from the date of issuance of the co�t��tio�al�ise permit � ���� °� Section 3. Effective Date. T'hi�oi'c1�ce shall take��f-��ct upon its passage and publication. ��� LL�y i PASSED by the G�t�:p�c�uuncil this ;,day of .:�,, ,��-�-5. ,; .�,. b� e�� �=x`' k � � � ` ;t �� ���'� Ma�r!.Hamann-Roland, Mayor � ATTE�'I`= � .�,� � � Pamela J. Gac �k�tetter, City Clex�� 5 � � �� 3 :_.�- .r ;;�.. � /� �pyy��� , � -� a , c` J��;�14.\ 7���\ I.:e yA-.,,�a �� ,r �, �`>�\���! ti "��'��';�� ,I 3 . .......... � � u /,* , ,. /� �— / I / j � // ' h\ /� ; ...+-„ '., ... /�//\� � � � � i 1 ''''�� i ' i �/� ��,, �-"r - , - , � � , � ,. � � .' r ` '_ r— T... _...., �1 �t � _ , � ( J� ��'�-' �" \ ___, -: -„ � ;t `�f�-, r `�� - ��� � `� �` ` `<' �L���-. , I ' � �, �- x__ - . � � � //+� ;� } ., r... � ',� �'�- -�ia� ���^, ,� }; �,; I.. 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PARCELS ZONED I-2 �`� - ..: � � � - M: .�� _ (GENERAL INDUSTRIAL) ���� �E, �: �= �' ������� � `'=�^=�� } a • � _ � s , N T,. �- .. ,-� "� '� ,�-" � , - . r _ W �E r,� �= i��' � , J 1t' � �y � � . . � � . ,� . . �, � � 5 S `� � ,� -::... � -_ ZONING MAP _4R �r � . �� ��,�` ;;3 Properties Zoned I-2(Generai Industrial) � , _ ,_ - _ . ___ _ _ _ __ __ !- - i - _ _ _ __ __ __ _ _ _ _ _ I _ _- � i __ _ 014695001001 � - � _ - _ __ � - __ _ _ __ - - _ _ _ __ TAXPIN iFULWAME OADDRI - _ _-_ _ IOCITYST OZIP -- __ � _. ___. I°° _ OADDiSAI - __ _ i 63 OUSE j 150TH ST W CNAME _ . _ ___ _- _ - 011ll6003001 �LAMPERT YARDS INC I1850 COMO AVE � - � MAGELLAN MIDSTREAM PARTNERS _ _ TULSA OK 74121 2186 , - _ . __ ____ __- _ _ _ - _ -- NT PAUL MN 55108_2715 :14555 GALAXIE AVE,LAMPERT - 011176201101 ICH OF LATfER DA SAOMPANY LI'/BECKY SPENCE PO BC L -- - ISALT LAKE C�TY U''84150-0002 r 1 - - _ UMBER _ - _ -. -- - + 81SHOP STOREHOUSE - __ _ CH TX DIV RE 519 2731!50 E� _ _ _ 011176202001 �LAMPERT YARDS WC 1850 COMO AVE � _._ _ _ I- - - �__ ____ _ SAINT PAUL MN 55108-2715 011176501001 �LAMPERT YARDS�NC � - - - � LAMPERT'S LUMBER �___ 1850 COMO AVE !SAINT PAUL MN 55108-2715 � - - LAMPERT'S LUMBER 011176601001 IRJT ENTERPRISES Of MN LLLP 13363 HUNTINGTON CIR jAPPLE VALLEY MI'S5124 � I . _ _-- 6781 I 146TH ST W O1CK'S VALLEY SERVICE _ _- _ _ _ _ -- - -- -- - 011171902000 ,SPOWD DEVELOPMENTS LLC 23300 GRANDViEW TRL 'LAKEVILLE M N I 5 5 044 14608 �FELTON CT iAV BUSWESS CAMPUS - __ -__ - - _ _._ - __ _- - -- - 11171902001 ISPOWD DEVELOPMENTS LLC 23300 GRANDVIEW TRl ! � __.. ___ -___ �- �_-- -- -- ._ - - - _-�-_ __ _ i LAKEVILLE MN 55044 6451 I150TH ST W APPLE VALLEY BUS.CAMPUS il 011171901000 JSPOWD DEVELOPMENTS LLC �23300 GRANDVIEW TRL i LAKEVILLE MN 55044 14607 �FELTON CT AV BUSINESS CAMPUS 010260001002 IHBP ROPERTYOHOLDNNGS LLC 300 JOHN CARPENTER FW - _ - - - -- LAKEVILLE MN 55044 � �15 � - - - r- -- 6451 OTH ST W APPL _ _ -- _-- -- � -- , - -- - - -- �_ Y E i IRVING TX '75062 �- E VALLEY BUSINESS CA 010260002051 �MENARD INC — L6055 I150TH ST W FORMER HANSON-NORTH MPUS I _ - _ ICORPORATE ACCOUNTING;5101 IiEAU CLAIRE Wi 54703 16055 r150TH ST W tFORMER HANSON-SOUTH MENARDS __ i _ - --- � - - -- --- I _ !_ ___ - - . -- �- - - _ _ __. _- 010260001451 HBP PROPERTY HOLDINGS LLC 300 JOHN CARPENTER FWY E I IRVING TX !75062 6055 i 150TH ST W'FORMER HANSON-SOUTH zN�- 3 2/11/2015 I-2 GeneralIndustrial � ) Zone Amendments City Council Informal Meeting February 12, 2015 a�i�; I-2 Zoning ����� '`� � ,�;��g. � +�' .��lr�r�} r£�,vt'Id'`� �h��,�'� 4 iw�s� �`�"°��.�, � y.,...,�,,.. �t, � � }�-� � i '�f���a-��.,;"' �r^'..��K'eLi�.-� �l�� :�M ��;����i C:�-�'..t�. ��..�.`..i.�:..,z.�'� ��`��, �P(� �` ' 1 ° �x`�'"t� ���' .,,;�'� Ma.� �r..��5 ""' . � ya�=� Foa� � � .'�.,: � �. . ^�'� d . � ;�t#. � � ��i� . 4 � ��� J„ � ".�..�. � . d �� ,�s:tium t ' � lA ¢G3ar �.».„�� -�it2� y' . s ��' . # ,.-..,,+3. P � ik: � 3 �� ��.t�"` � 3t t� /��, F '' ��� � y e i����. � �s � ����`€ � � ( � � } .s �,� �PP�fl y { . ,:�,_;." � � t � �?, � {:4 :q '. P��`.�� ���n,�.�.......� � �'.V ��� . i.—`��la� ����€ j �h i�' Pa xd: � � '{ �� �.t.,�� �� ��'"' .._�..:.� �s� � �...; � �: � �.� � t1i t � � � � � �� �`� � - Y�SOi t j'( �Mx� � �� 9Q.6T8 ;� t�- �•�.='�#s•r �>�,� S�°h"�'�£."� ���: :��i L1�.i i F 1 � � aF� .°' -�,� ���. ���,- A��Qy.. � � �� � .�. � _ —' �� ��- FD�'� �� �!-2(Generdl Industna�} ��-`� �-�."". � �s�;— t ?�I?tt�"""��� ,a�._,RB . �.�� . , 1 2/11/2015 Current I-2 Zone Requirements § 155.216 PERMITTED USES. Within any I-2 district, no structure or land shall be used except for one or more of the following uses, or uses deemed similar by the City CounciL• (C) Crude oil, gasoline or other liquid storage tanks; �� ProposedAmendments • Protecting the environment (surface and ground water) • Protecting public safety (leaks, spills, fire) �m��,:� �� 2 2/11/2015 Proposed Amendments Tanks for storage of crude oil, liquid petroleum(gasoline, diesel fuel, heating oil)or other flammable or combustible liquids. 1. Those that are existing and in operation in I-2 continue to be permitted uses in the zoning district. 2. Any tanks added after January 1, 2015,shall be subject to a conditional use permit(CUP). 3. Performance criteria: a. Tanks less than 10,000 gallons shall provide secondary containment(ground protection)and fire suppression as required by the Fire Code and Fire Chief. b. Below ground tanks must comply with all rules of the _ � Minnesota Pollution Control Agency. � � ,���`?���+ Tanks Greater than 10,000 Gallons • Secondary containment: • Must provide both horizontal and vertical protection. • Containment area must be impermeable and compatible with substances stored. • Post-installation inspection must confirm containment of 1-1/2 total volume of the largest tank in the containment berm and vertical travel time of no less than 7 days through the containment section. • Designed and constructed consistent with MN Rules 7151.5400 (MPCA Above-ground storage tank containment requirements�. • Operator may petition Public Works Director and Fire Chief,who, at their sole discretion, may approve an alternate secondary �,��i containment design provided alternate equivalently meets the = requirements. '"' � � 3 2/11/2015 Tanks Greater than 10,000 Gallons • Public Safet�Requirements • Access roads capable of supporting fire apparatus provide full access within 150 of each tank required. • Direct fire protection/suppression shall be installed for all tanks. • In the case of atmospheric tanks,foam fire protection is required with foam concentrate material stored on site. • City may require testing and assessment reporting,including ground water susceptibility studies,fire safety and emergency response analysis,and other environmental and public safety studies. • Prior to issuance of a conditional use permit,owner and operator must submit a comprehensive emergency response plan �„��� addressing any leak and/or fire. Must be updated every 5 years. �' Properties Zoned I-2 -� �� � �;�,� ��I 4 2/11/2015 Amend I-2 Uses § 155.216 PERMITTED USES. (B) The manufacturing,compounding, assembly, packaging,treatment or storage of the following products or materials: brewing, cement, concrete, stonecutting, brick, glass, batteries(wet cell), ceramic products, millworking, metal polishing and plating, paint (pigment manufacturing),vinegar works, rubber products, plastics, meat-packing (no on-site slau�htering of animal(s) permitted),flour,feed, grain milling, ,�,�+,��-,+;,.� .- �,�„r;�„,.,,,r�,.- ,�,�+;��.,+;,,r „{h„�e� sawmill , , , , lime, gypsum, plaster of Paris, glue, size, cloth and similar , �� � � uses; � = �� ��. Amend I-2 Uses § 155.218 CONDITIONAL USES. T€�—A{��9-Wf26�ch=rb-,�'d"r c�a rrcT'cr'Seavvco-parc��-jvpcn.�icv n'aS°c7 ...J � ..��I� �� Y�. II� ji�i���` 5 2/11/2015 Questions? ,����_ ,: _ 6 CITY OF APPLE VALLEY �.A Dakota County, Minnesota January 22, 2015 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held January 22, 2p15, at 7:00 o'clock p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, and Hoo aw. PP ABSENT: Councilmember Grendahl. City staff inembers present were: City Administrator Lawell, City Clerk Gackstetter Cit Attorney Dougherty, Parks and Recreation Director Bernstein, Public Warks Director Bl m Planner Dykes, Assistant City Administrator Grawe, Human Resources Manager Haas, Financem� Director Hedberg, City Engineer Manson, Community Development Director Nordquist, and Police Chief Rechtzigel. Mayor Hamann_Roland called the meeting to order at 7:00 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Hooppaw, seconded by Bergman, adding a special informal City Council meeting, at 3:00 p.m., on January 27, 2015, at the Dakota County Western Service Center, for a Cedar Avenue Transitway Implementation Plan Policy Maker Workshop to the calendar of events, and approving the agenda for tonight's meeting, as amended. Ayes - 4 -Nays - 0. AUDIEIVCE Mayor Hamann_Roland asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. Ms. Jan Daker invited the public to attend the "Honoring Choices"seminar on livin wills at the Apple Valley Senior Center on February 26, 2015, at 10:00 am. � CONSENT AGENDA Mayor Hamann-Roland asked if the Council or anyone in the audience wished to ull an i from the consent agenda. There were no requests. p y tem MOTION: of Goodwin, seconded by Bergman, approving all items on the consent agenda with no exceptions. Ayes -4 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Goodwin, seconded by Bergman, approving the minutes of the regular meeting of January 8, 2015, as written. Ayes - 4 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 22, 2015 Page 2 MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2015-ll accepting, with thanks, the donation of cash and prizes from various businesses toward sponsorship of the 2015 Mid-Winter Fest Celebration. Ayes -4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Minnesota Zoo Foundation, for use on February 28, 2015, at the Minnesota Zoo, 13000 Zoo Boulevard, and waiving any waiting period for State approval. Ayes -4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving issuance of a lawful gambling exempt permit, by the State Gambling Control Board, to Dakota County Voiture 1457, for use on March 17, 2015, at the Apple Valley American Legion, 14521 Granada Drive, and waiving any waiting period for State approval. Ayes - 4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2015-12 amending the Travel and Expense Reimbursement Policy. Ayes -4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving City Council Committee Assignments for 2015, as attached to the City Administrator's memo. Ayes -4 - Nays - 0. MDTION: of Goodwin, seconded by Bergman, adopting Resolution No. 2015-13 authorizing submittal of Dakota County Community Development Agency(CDA) Redevelopment Incentive Grant Application for�entral Village. Ayes - 4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving Second Amendment to Lease Agreement for Longridge Reservoir, 8350 160th Street W., as attached to the Public Works Superintendent- Utilities memo dated January 22, 2015, and authorizing the Mayor and City Clerk to sign the same.. Ayes - 4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving the Dakota County Multi-Agency Assistance Group (MAAG) 2015 Joint Powers Agreement with the Cities of Farmington, Hastings, Inver Crrove Heights, Lakeville, Mendota Heights, Rosemount, South St. Paul, and West St. Paul, and Dakota County, as attached to the Police Chief's memo dated January 15, 2015, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 -Nays - 0. MOTION: of Goodwin,seconded by Bergman, adopting Resolution No. 2015-14 awarding the contract for AV Project 2015-111, Mowing and Trimming Services 2015-2016, to Executive Outdoor Services, LLC,the lowest responsible bidder, in the amount of$72,000.00 annually. Ayes -4 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 22, 2015 Page 3 MOTION: of Goodwin, seconded by Bergman, approving Change Order No. 13 to the contract with Magney Construction, Inc., for AV Project 2012-108, Water Treatment Facility Expansion, in the amount of an additional $19,049.51, and authorizing the Public Works Director to sign the same. Ayes -4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving Change Order No. 1 to the agreement with Mulcahy Company, Inc., with a deduction of$2,417.00, and accepting AV Project 2014-142, Sports Arena Condenser Replacement as complete and authorizing final payment in the amount of$28,500.00. Ayes - 4 -Nays - 0. MOTION: of Goodwin, seconded by Bergman, approving hiring the part time and full time employees and resignation of employees, as listed in the Personnel Report and Addendum dated January 22, 2015. Ayes -4 -Nays - 0. END OF CONSENT AGENDA MID-WINTER FEST 2015 Mr. Bernstein, with Klondike present, reviewed activities planned for this year's Mid-Winter Fest celebration and invited everyone to participate in the activities. Mr. Bernstein read the resolution. MOTION: of Bergman, seconded by Goodwin, adopting Resolution No. 2015-15 proclaiming February 7, 2015, as "Apple Valley Mid-Winter Fest 2015"and encouraging citizens to support and participate in the celebration. Ayes - 4 -Nays - 0. ORDINANCE AMENDING CHAPTER 150 REGULATING BUILDING CONSTRUCTION Mr. Blomstrom and Mr. Dorn gave the first reading of an ordinance amending Chapter 150 of the City Code regulating building construction by amending Section 150.01 regarding adoption of the Minnesota State Building Code. The ordinance was prepared by the City Attorney's office. The second reading is scheduled for February 12, 2015. Discussion followed. The City Council accepted the first reading. CALENDAR OF UPCOMING EVENTS MOTION: of Hooppaw, seconded by Bergman, setting a special informal City Council meeting, at 3:00 p.m., on January 27,2015, at the Dakota County Western Service Center, for a Cedar Avenue Transitway Implementation Plan Policy Maker Workshop, and approving the calendar of upcoming events as included in the Deputy City Clerk's memo dated January 16, 2015, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes -4 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota January 22,2015 Page 4 CLAIMS AND BILLS MOTION: of Bergman, seconded by Hooppaw, to pay the claims and bills, check registers dated January 15, 2015, in the amount of$925,366.99; January 22, 2015, in the amount of$832,356.32. Ayes - 4 -Nays - 0. MOTION: of Hooppaw, seconded by Goodwin, to adjourn. Ayes - 4 -Nays - 0. The meeting was adjourned at 7:45 o'clock p.m. Respectfully Submitted, pa��C a�2O`��u Pamela J: Ga ste er, City Clerk Approved by the Apple Valley City Council on �•. � ���« �.#•� �.' (TEM: 4,g Clty O'F A���� COUNCIL MEETING DATE: F@bl'U11y 1�, 2015 ������( sECT�oN: Consent Agenda ITEM DESCRIPTION: Change in Corporate Officer- D & D of Minnesota, Inc., d/b/a Famous Dave's BBQ Shack STAFF CONTACT: ; DEPARTMENT/DIVISION: Pamela J. Gackstetter, City Clerk City Clerk's Office/Administration Action Requested Motion to approve the change in corporate officer for D & D of Minnesota, Inc., d/b/a Famous Dave's BBQ Shack, in connection with the On-Sale Wine and 3.2 Percent Malt Liquor Licenses, at 7593 147th Street W., naming John Perry Beckman as CEO/President. Summary D & D of Minnesota, Inc., d/b/a Famous Dave's BBQ Shack has filed an application for a change in corporate officer required in connection with its On-Sale Wine and 3.2 Percent Malt Liquor Licenses at 7593 147th Street W. Mr. John Perry Beckman is being named CEO/President. A personal information form has been filed on this individual and the Police Department has conducted the necessary background investigation indicating nothing to preclude the business from continuing to hold a license. Background City Code Section 111.34 provides for City Council approval of such changes. Budget Impact N/A Attachment(s) N/A ��� ITEM NO. � ,C ..... .... .... City of AI�VaIIe Y MEMO Community Development Deparhnent TO: Mayar,City Council,and City Administrator FROM: Thomas Lovelace,City Planner DATE: February 9,2015 SUBJECT: 2015 Annual Excavation Permit—Fischer Sand&Aggregate Mining Operations FILE NO: 3354 Attached for consideration is an application for an annual excavation permit for commercial sand and gravel mining operations by Fischer Sand& Aggregate, LLP, for calendar year 2015. The applicant is requesting approval of their permit so that they may continue to mine and process material at their Apple Valley location. Principal mining and processing will occur in their"Central Operations Area"on property generally located west of Pilot Knob Road,south of County Road No.42, east of Flagstaff Avenue, and north of County Road No. 46. Other than establishing the new mining areas, no changes to their current operations are being proposed with this application. Therefare, it is expected that any mining, stockpiling, and processing of material will comply with all conditions and plans set forth in the approved Fischer Sand & Aggregate mining conditional use permit(C.U.P.)and all other applicable codes and ordinances. The standard hours for operations less than 3,600 feet to residential neighborhoods are 6:30 a.m. to 5:30 p.m., Monday - Friday. For operations that are greater than 3,600 feet to residential neighborhoods, the hours are 6:00 a.m. to 6:00 p.m., Monday— Saturday. Both sites will be located closer than 3,600 feet to residential properties; therefore, they will be subject standard operating hours of 6:30 a.m. to 530 p.m., Monday—Friday. The attached 2015 Mining Map identifies more specifically the areas within "Central Operations Area" where they will be mining this year. It includes approximately 11 acres in the northeast corner and approximately 14 acres located north and east of Regatta Park. The mining area north of Regatta Park will encroach into an existing Williams Brothers pipeline easement. The applicant should provide the City with documentation from Williams Brothers indicating that they will allow mining in their easement. Recommended Action: Staff recommends approval of the Fischer Sand & Aggregate, LLP annual excavating permit for 2015, subject to adhering to all applicable City ordinances and the approved conditional use permit. The permit shall be further subject to the receipt,in writing,from Williams Brothers Pipeline Co.consenting to the mining in the existing Williams Brothers pipeline easement as shown on the 2015 Mining Map. � ,[ � > � � _ , , ;� ,s< �� � - , �� ,, - �� fi `�T ,.�i°"< �N"°` __ }�\C��� F ,I� - L. � ��%�r � ���� 1 i � � � . � � �� t 1. i)��l �'^'� � � -9� � .r. $ �✓ I1 � �,, '+ _ �' ..- P� j�'�( a �i�\ �jl�:..-.c€�li �I:� �,��.I ""'�����'�y'��� �� f::: � a �ii t �;.:i � 4�;$� �z. ��, � � . 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I�i I._i � �.• � ��.. .'c \ ��I �`�.�a��.��,yy,�� �I . _w;� bz�-c�as»m�i,rr{.�'���iss�'��.M..°� ..� _-:/- ^ �.fj°+j'' � � p4 � �!!:!�w.�.ra�il'�. � , , ; `,�n, , ���'�f�`�.��. \ \� � '�� �'`Y a.; 1 i ��r... � / / '"_°� �^ � rv' �; � � � �� � ���� �� �� � ��� ��1U15�`��'4 r � � � `J 1 � �,��� i� ! � �� � `"� ��� � � � ' NIN< �,4,�� � � � . i �'� � i � � �i o � � 2�Ii MINING AREA �,��� . , l;� 1.fa��.a �j ���, � ,����' � � ;. � �\�� � i j F� g� .. ��...<���AC`',� �w ������,�� \ cl ` ' `. �".., ��rr r ',� % \. '` ; � I . � `�` V 3 i � I �a z �n e . � �r%/�+�UTUF�E M(NiNG A�;�A � � ,,�'s�',f�,a`�� ia, � � ____ _ � ���,'�� ,`�i`�' �,3� `�`��� � — �1�� t�.�'`y`�SL��-���� �\���.�� \ ">� [, ..._ ` �,y'�'��� '`^; r:... �� � I i, V' �,� �'����� a� �' ���..1C}�`� ���� \\ ,�' �\\ 4 �Y �.. I i ; ¢� ����UTURF TRANSITIONRL MIN(NG ��c�' ' � � � _ � � � - � � , � � � /���' �'`H��t�� }N;�d) �,� �gF�� �� ;��' , �-.��" t �?i�.'� � �� r�zx,.., ._,.�r-6 � � d�O � x � `�1�� c'� � '��i�� �_.,_1 ��.s . �� ����-.��-.e:. -'�� '�..,�b,�`�i -��� � 0� - , �n. 7 �f�l�., 3-� ` ' J.`--. . � t = � ¢��I t.+-g. ' - L.._ .. - - - , = -- � �,• .''`� .�,' ��. "� � _'i'_' �.. . -`1,�1'� � -� �� �� �7 `� ^ � _� : .- _ . - . - ,. . �� ; _ a,. �-� � i.�._-- ;,-`,i, �. .a �r�� (- _ �_�.. _ � .x„ , � - � � _ _ , _ s '_� � � - -- •s• �• r • ' •��• •���• •��• •s�� City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Cemetery Advisory Committee DATE: February 12,2015 SUBJECT: 2014 CEMETERY REPORT Each year, the Cemetery Advisory Committee issues an annual report to the City Council summarizing the operations of Lebanon Cemetery. The Committee guided several projects during 2014. SALESAND REVENUE In 2014, there were 57 lot, niche and boulder sales. These sales were provided to 37 Apple Valley residents and 20 non-residents. There were 34 burials, including 12 traditional and 22 cremation interments in 2014. Below is a summary of annual revenue from lot/niche/boulder sales and fees for the cemetery based on revised revenue data provided by the Finance Deparhnent. Year Revenue 2014 $104,428 2013 $116,575 2012 $118,020 2011 $114,365 2010 $ 89,695 Average $108,617 Attached for your review are the Activity Report, Quarter Activity Comparison, and Lot Sales and Burials Since 2000. INVENTORY UPDATE The Cemetery Advisory Committee reviewed the inventory of burial lots. In the currently plotted additions (not including the original cemetery), there are 1,434 in-ground sites. Of these, 869 are sized for full-body burials, and 565 are sized for cremated body burials. Approximately 39 percent (337) of the full-body lots and 55 percent (312) of the cremation lots are available for sale. The two columbaria contain a total of 96 double niches and 56 single niches. Of these, 62 double niches and 38 single niches have been sold. Approximately 34 percent of the niches are available for sale. SITE IMPROVEMENTS The Embry Way extension is planned for 2015. Included in the design for this project is the proposed easterly entrance to the cemetery as shown in the master plan. Evaluating construction of a future columbarium is anticipated toward the end of 2015. The 2016 site improvements include grading the easterly and southerly most areas of the cemetery to the final grade established as part of the Embry Way construction and future phase of the Embry Place development. MAINTENANCE Maintenance of the cemetery is a year-around endeavor. Routine winter maintenance consisted of plowing cemetery roads and parking lot and clearing the columbaria feature. With the coming of spring, crews swept the roads and parking lot; repaired damaged sod; top dressed and hydro- seeded settled graves; unwrapped the trees; touched up the wood chips around the trees; trimmed shrubs; prepared flower beds for planting; and picked up litter. Annual flowers were planted in front of the flag poles at the main entrance and by the sign on the corner of County Road 42 and Pilot Knob Road. Summer maintenance included regular mowing, watering trees and shrubs as needed, litter collection, fertilizing, weeding flower beds, trimming plantings, top dressing and seeding settled graves, and the removal of unapproved memorials on a monthly basis. In fall, fertilizer and broadleaf herbicide were applied to turf areas. Shrubs and trees were trimmed. Small trees were wrapped and annual flowers were removed. Dormant seeding was done in late fall. A thorough pickup of litter and removal of unapproved memorials was done before the winter season. CEMETERY RECORDS Cemetery records were reviewed by staff for accurate and consistent information and format. All cemetery data has been converted into the Cartegraph software program and connected to the electronic maps. Recommended Action• Accept the 2014 Report from the Cemetery Advisory Committee. :cg Attachments Lebanon Cemetery oi Apple Valley 2014 Activity Report (Fourth Quarte�) October 1 through December 31, 2014 SALES Resident Non-Resident Preneed At Need Traditional Lot 6 2 6 2 Cremation Lot �0 � $ 2 Columbarium Niche 3 2 4 � Cremation Boulder 0 0 0 0 SUBTOTAL 19 4 18 5 TOTAL SALES 23 BURIALS Traditional Cremain Traditional Lot 12 5 Cremation Lot � Columbarium Niche 8 Cremation Boulder 2 SUBTOTAL �2 22 TOTAL BURIALS 34 TITLE CHANGES p ` TRANSFERS 2 RETURNS ��'nl �! January 1 through December 31, 2014 SALES Resident Non-Resident Preneed At Need Sold Traditional Lot 14 6 12 8 1,421 of 2,240 Cremation Lot 17 6 16 7 139 of 565 Columbarium Niche 6 8 7 7 100 of 152 Cremation Boulder 0 0 0 0 25 of 25 SUBTOTAL 37 20 35 22 TOTAL SALES 57 BURIALS Traditional Cremain Traditional Lot 12 5 Cremation Lot � 7 Columbarium Niche $ Cremation Boulder 2 SUBTOTAL �2 22 TOTAL BURIALS 34 TITLE CHANGES � TRANSFERS 5 RETURNS � LEBANON CEMETERY OF APPLE VALLEY QUARTER ACTIVITY COMPARISON YEAR SALES BURIALS 1 QTR 2 QTR 3 QTR 4 QTR TOTAL YEAR TOTAL 1999 4 4 �5 1 QTR 2 QTR 3 QTR 4 QTR 4 27 1999 2000 g g �2 �2 5 4 2 4 15 2001 g 40 2000 3 � � 5 22 6 19 20 54 2001 7 4 2002 2 '15 14 21 52 2002 5 � 23 2003 8 13 12 8 41 2003 2 9 $ 9 2$ 2004 5 22 21 �� 4 6 6 7 23 2005 13 �� 59 2004 5 9 11 4 29 �2 �6 5$ 2005 5 9 5 10 29 2006 9 16 21 6 52 2006 10 10 2007 15 5 15 8 43 9 2 31 2008 �5 �� 2007 9 8 10 10 37 14 19 59 2008 g g 2009 15 13 8 14 50 �� 12 40 2010 g 2009 8 6 6 12 32 6 2� 10 44 2010 13 10 2011 7 12 29 8 56 6 � 36 2012 13 �g 2011 6 11 12 9 38 9 32 70 2012 7 11 11 14 43 2013 10 17 18 14 59 2014 9 13 12 2013 11 13 14 7 45 23 57 2014 7 11 7 9 34 150 194 251 226 821 110 137 130 128 505 Lot Sales Since 2000 YEAR LOT SALES Total Residents Non-Residents Pre-Need At-Need 2000 40 23 17 25 15 2001 54 33 21 36 18 2002 52 35 17 36 16 2003 41 23 18 22 19 2004 59 34 25 42 1� 2005 58 35 23 39 19 2006 52 39 13 32 20 2007 43 3p 13 19 24 2008 59 36 23 33 26 2009 50 37 13 26 24 2010 44 36 8 28 16 2011 56 36 20 31 25 2012 70 47 23 44 26 2013 59 41 18 34 25 2014 57 37 20 35 22 Burials Since 2000 YEAR BURIALS Total Traditional Cremain T�NSFERS RETURNS 2000 22 15 7 0 10 2001 23 15 8 3 1 2002 28 18 lp 10 3 2003 23 15 8 0 0 2004 29 19 10 5 1 2005 29 21 g 1 O 2006 31 14 17 22 0 2007 37 25 12 g � 2008 40 22 ig 4 4 2009 32 21 11 ll 0 2010 36 23 13 3 1 2011 38 15 23 30 � 2012 43 17 26 15 6 2013 45 19 26 13 2 2014 34 12 22 5 1 CEMETERY/ACTNITY/SALES&BURIALS 2000+ ��� ���� �� � � a��, ITEM: �. D• Clty of A,p�1�4 . COUNCIL MEETING DATE: February 12, 2015 �����'� SECT�oN: Consent Agenda ; ITEM DESCRIPTION: I Receive 2014 Annual Traffic Safety Advisory Committee Report � � � � STAFF CONTACT. ' DEPARTMENT/DIVISION: � ! Charles Grawe, Assistant City � Administration Department i � Administrator Action Requested Receive 2014 Annual Traffic Safety Advisory Committee Report Summary Attached for your receipt is a copy of the 2414 Annual Traffic Safety Advisory Committee Report for the City of Apple Valley. The report was approved by the Traffic Safety Advisory Committee on January 14, 2015. The report outlines activities and accomplishments of the Committee for the previous year. Budget lmpact N/A Attachment(s) Accomplishments Report ��� «�w. ����� ��� City of App�e Va��ey NiEMo Administration TO: Mayor, City Council, and City Administrator FROM: Traffic Safety Advisory Committee DATE: January 14,2015 SUBJECT: 2014 ACCOMPLISHMENTS The Traffic Safety Advisory Committee (TSAC) held six meetings in 2014. The members of the Committee throughout 2014 were: John Bermel, Todd Blomstrom, Linda Dolan, Charles Grawe, Mitch Scott, Joe Shaw, Laura Turek, and Arthur Zimmerman. Mr. Bermel replaced Mr. Scott as the Police Deparhnent representative during the year. Arthur Zimmerman served as Chair and Joe Shaw served as Secretary. Major accomplishments and/or undertakings by TSAC during its fourteenth year include: � Resident Concern with Sight Lines at Johnny Cake Ridge Road and 144th Street: Several residents expressed concern that a hedge and a privacy fence located directly adjacent to the pedestrian pathway obscures the presence of pedestrians and bicyclists from motorists stopped at the intersection. The Committee found that there were no setback violations,but the distance of the pathway from the roadway places the pathway against the lot line. The Committee asked staff to work with the property owners on a valuntary basis to see if modifications could be made to their property that would improve the situation. The property owners agreed and the sight lines were improved by relocating a portion of the existing fence. • Resident Request for Parking Restrictions on Exley Avenue Cul-de-sac: The residents near the cul-de-sac expressed concern over vehicle parking in the cul-de-sac effectively blocking access and use of the cul-de-sac. Staff studied the area and found two independent issues at the site adjoining the Falcon Ridge Middle School property. Parents were parking in the cul-de-sac during the school year as a faster way to pick-up their students. The other issue was parents parking in the cul-de-sac during the summer to access the athletic fields. There were also reports of parents driving from the cul-de-sac onto a large sidewalk leading to the school parking lot. The Committee recommended restricting parking on the inside of the cul-de-sac and to install a post at the intersection of the sidewalk to discourage vehicles from driving on the sidewalk. City installed parking restrictions along the northerly portion of Exley Avenue. • Establishment of School Speed Zone on Flagstaff Avenue near Eastview High School: The Minnesota Department of Transportation studied the speed limits on various segments of 153rd Street and Flagstaff Avenue. The Department determined that a 40 mile per hour limit would be appropriate on the segment adjoining Eastview High School. The Committee did not agree with the State's determination and recommended the City establish a school speed zone of 30 miles per hour Monday through Friday between the hours of 7:00 a.m. and 3:30 p.m.. School speed zone was established by the City Council as recommended. • Resident Vehicle Speed and Parking Concerns along Hayes Road: Several residents expressed concern over vehicle speeds and parking along Hayes Road near the Apple Valley Community Center. During the summer months, overflow parking from athletic fields spills over onto Hayes Road and the residents have difficulty backing out of their driveways because of the reduced slight lines. The Committee asked staff to increase enforcement activity and to work with the Parks Department on avoiding over-scheduling of the complex. City installed additional pavement markings at the crosswalk near Hayes Road and Haven Drive. • Resident Concern about Pedestrian Crossing at 157th Street and France Way: Several residents expressed concern about a bus stop on the north side of 157�' Street in a mid-block area. The stop serves about 30 children on the north side of the street and an additional 10 from the south side. Parents are concerned about the safety of children crossing 157t1i to reach the stop. The Committee asked the Police Departrnent to work with the bus company on a solution and a second stop to the south was added to eliminate the need for children to cross the street. Bus company indicated that they would modify the bus route to minimize the need for students to cross the street at this location. • Resident Concern about Speeding and Cut-Through Traffic on 144t" Street and Everest Way: A resident expressed concern for her child when near 144�' Street and Everest Avenue. The two streets joint end-to-end to form a circular pathway between Johnny Cake Ridge Road and 142nd Street. The Committee requested a study of the traffic volumes. Results of the study indicated very low traffic counts with 85�'percentile speeds very close to 30 miles per hour. • Resident Concern about Speeding Traffic on 132°d Street: A resident expressed concern over potential vehicle speeds once the roadway has been reconstructed. Staff proposed using the speed advisory sign and increased enforcement activity as possible countermeasures. Portable driver feedback signs were installed along 132nd Street for a period of approximately three weeks upon completion of the road reconstruction project. • Garden View Drive Traffic Concerns: The Committee continued to monitor traffic speeds and volumes on Garden View Drive. The Committee recommended ensuring the "Check Speed" signage associated with the two permanent speed advisory signs is in place. . Resident Concerns with Traffic near Diamond Path Elementary School: There were concerns from the neighborhood about new traffic generated by a new school facility north of Diamond Path. One neighborhood suggestion was restricting parking on 144�' Street. However, the parking issues on 144th Street with summer athletic use of the fields, not the school-year activities by the school. The Committee recommended painting yellow parking prohibition colors on either side of the pedestrian crosswalk bump-out, but not on the remainder of 144�' Street at this time. Additional markings were installed at this location. Potable driver feedback sign was installed for approximately three weeks. • Southview Elementary Traffic Concerns: The Committee heard concerns about traffic stacking on Garden View Drive. This stacking is caused by the lack of space on the School site to accommodate the growing number of parents driving to pick-up their students. The overflow traffic is then pushed onto the street. The Committee noted that the trend for parents to pick-up students after school is overwhelming many of the elementary and middle school parking lots and causing traffic issues during pick-up time around the city. The Committee encouraged the school district to recognize this trend and provide facility planning resources to address this problem district-wide. • Request for Right Turn Lane Markings on Eastbound 155th Street at Embry Path: The Committee heard a concern about traffic flow at the intersection where 155�`transitions from two lanes to one lane. The Committee studied the intersection and found that the problem could be better addressed by extending the lane merge further to the east so that the transition did not occur in the intersection. The Committee recommended modifications to the lane configuration, but acknowledged that this work would require resurfacing the roadway to eliminate the existing lane markings. Staff will attempt to include this segment of 155th Street in the 2015 Microsurfacing Project. • Request for "Cross Traffic Does Not Stop" Sign at Cobblestone Lake Parkway and Elmhurst Lane: The Committee heard a concern about the intersection where the marked crosswalks create a visual impression that it is a four-way stop when it is not. The Committee noted a few similar intersections elsewhere in the City and similar types of confusion at those locations. The Committee recommended staff install "Cross Traffic Does Not Stop" signs at this and other similar intersections where the crosswalk markings create a visual impression of a four-way stop. Signs were installed by Street Maintenance staff. • Resident Request for Parking Restrictions on the North Side of 146t� Street North of the Apple Valley Medical Center: The Committee heard concerns about on-street parking by Medical Center employees who do not wish to park in the lot. The Committee recommended extending parking restrictions on the street to points further west, subject to agreement by the neighboring property owners. Staff is seeking comments from adjacent property owners. • Portable Driver Feedback Sign Program: The City acquired two solar-powered driver feedback signs that could be erected on a temporary basis to address traffic concerns in specific neighborhoods. The signs were installed along a number of roadways during 2014. • Reviewed Traffic Concerns Communicated to City: At each meeting, TSAC reviewed traffic concerns/issues brought to the Police and Public Works Departments during the month. • There was a concern over possible cut-through traffic and vehicle speed on Dundee Avenue between County Road 42 and Dodd Boulevard. • The Committee received concerns about a vehicle parked on the gzass boulevard on the south side of 138�' Street near Cedar Avenue. Some neighbors were concerned it may have been a park and ride participant using the boulevard for daytime parking. The Committee recommended possible daytime parking restrictions conditioned on agreement by the affected property owners on the north side of the street. Staff was not able to get agreement from the property owners on the north side. • The Committee received a request for a pedestrian crosswalk at Cobblestone Lake Parkway and Eagle Stone Road. The resident did not request the crosswalk for any particular section. After reviewing the site, the Committee found that there are many places along the Cobblestone Lake Parkway that are equally likely spots for pedestrians to attempt to cross and no single location would have enough pedestrian volumes to meet the threshold for a crosswalk. The Committee asked staff to monitor the area to determine if one location might generate enough pedestrian volume for further study. • The Committee received a concern about crosswalk lighting and violations at the intersection of Garden View Drive and Baldwin Drive. Staff will collect light level measurements at this location. • The Committee received a concern from Burnsville residents who want to discourage traffic into Burnsville via Keller Lake Drive. This issue continues to be studied under a joint effort by Apple Valley, Burnsville and Dakota County. • Educational Outreach Efforts: In its fourteenth year, TSAC continued to focus on its educational outreach efforts. Some educational outreach efforts included the following: • Several members attended to Toward Zero Death's Conference to learn about new and emerging strategies to increase traffic safety. The Traffic Safety Advisory Committee welcomes direction from the City Council as well as any recommendations, questions, or concerns. ... C .:�.: .... , G ..... Ci#y of App�e Va��ey MEMO Public Warks Department TO: Mayor, City Council and City Administrator FROM: Colin G. Manson,City Engineer DATE: February 12,2015 SUBJECT: RESOLUTION REALLOCATING EMBRY PLACE ADDITION SPECIAL ASSESSMENTS In 2014 large undeveloped parcels within the Cortland development area were subdivided into outlots and single family parcels. As this subdivision occurs, any levied assessments associated with the land must also be re-apportioned over the newly created parcels. This is the scenario with the recent land subdivision associated with the Embry Place plat. Staff has worked with the developer to establish the reallocation of all existing levied assessments on the property. The following table summarizes the proposed reallocation for the parcel formerly identified as PID# 01-18302-00-030: City Project# 06-331 03-237 Assessment Roll# 605 607 PID#01-18302-00-030 Bal. as of 1/22/2015 $26,285.76 $65,207.16 Reallocation City Project# 06-331 03-237 Assessment Roll# 605 607 Embry Place Single Family $325.77/lot $808.13/lot Lots (13 Total Lots) (Total $4,235.01) (Total $10,505.69) Embry Place Outlot A $22,050.75 $54,701.47 Redistribution of the assessment value will not have an impact on the total value of payments for the assessments. Recommended Action: Adopt Resolution Approving Proposed Assessment Reallocation for the Embry Place Development Area-Assessment Roll Nos. 605 and 607. CGM:clg Attachment c: Todd Blomstrom CITY OF APPLE VALLEY RESOLUTION NO. 2015 - A RESOLUTION REALLOCATING SPECIAL ASSESSMENTS IN THE EMBRY PLACE DEVELOPMENT AREA WHEREAS, the City of Apple Valley levied special assessments against certain property in the Cortland development area formerly identified as PID# 01-18302-00-030 (the "Property") for the following Projects: City Project No. 06-331, Southeast Trunk Water Main, and City Project No. 03-237, 153rd Street; WHEREAS, the initial amounts of the special assessments levied against the Property as part of the Cortland 3rd Addition were as follows: City Project# 06-331 03-237 Assessment Roll# 605 607 PID#01-18302-00-030 $28,675.38 $71,135.08 WHEREAS, after the special assessments were levied, the Property was platted as Embry Place Addition; and WHEREAS, Dakota County requested that the City of Apple Valley reallocate the unpaid balances, including principal and accrued interest, of the special assessments among platted lots and outlots; and WHEREAS, the current unpaid balances, including principal and accrued interest, of the special assessments levied against the Property are as follows: City Project# 06-331 03-237 Assessment Roll # 605 607 PID#01-18302-00-030 Bal. as of 1/22/2015 $26,285.76 $65,207.16 NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the unpaid balances, including principal and accrued interest, of the special assessments levied against the Property shall be reallocated on a per lot basis, as follows: City Project# 06-331 03-237 Assessment Roll# 605 607 Embry Place Single Family $325.77/lot $808.13/lot � Lots (13 Total Lots) (Total $4,235.01) (Tota1$10,505.69) Embry Place Outlot A $22,050.75 $54,701.47 BE IT FURTHER RESOLVED, that the unpaid balances, including principal and accrued interest, of the special assessments shall be levied as reallocated herein. ADOPTED this 12th day of February, 2015. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk ��� L'�'. � ���� ���.� ���� ���- City of qpp�g VaII@y MEMO Finance Department TO: Mayor, City Council and Tom Lawell, City Administrator FROM: Ron Hedberg, Finance Directar DATE: February 4-2015 SUBJECT: Approve Quit Claim Deed Related to Ground Lease at Apple Valley High School Sackground In 1994, the City of Apple Valley received an ground lease at the Apple Valley High School property to accommodate an expansion of the Ice Arena. The Ice Arena proposal in 1994 called for expanding the Ice Arena to the south of the existing Sports Arena. The proposed expansion never occurred at the Apple Valley High School location so the City of Apple Valley no longer has a reason to retain an interest in a ground lease in the property. The attached quit claim deed is the recordable document that transfers the City's interest in the ground lease to the School District. Recommended Action: Authorize the Mayor and City Clerk to execute the quit claim deed conveying the City's interest in the site to ISD 196. . f (Top 3 inches reserved for recording data) QUIT CLAIM DEED Business Entity to Business Entity TOTAL CONSIDERATION FOR THE TRANSFER OF THIS PROPERTY IS LESS THAN$500.00 DEED TAX DUE: $1.65 DATE: ,2014 FOR VALUABLE CONSIDERAT�ON, the City of Apple Valley, a municipal corporation under the laws of Minnesota ("Grantor"), hereby conveys and quitclaims to Independent School District No. 196, a public corporation under the laws of Minnesota("Grantee"), real property in Dakota County, Minnesota,legally described as follows: See Exhibit A attached attached and incorporated herein. Check here if all or part of the described real properfy is Registered(Torrens) � together with all hereditaments and appurtenances belonging thereto. This instrument terminates any of Grantor's interest in that certain Ground Lease dated the 14th day of July, 1994, by and between Independent School District No.196,as Lessor,and the City of Apple Valley,as Lessee. Check applicable box: Grantor � The Seller certifies that the Seller does not know of any wells on the described real property. City of Apple Valley, ❑ A well disclosure certificate accompanies this a Minnesota municipal corporation document or has been electronically filed. (If electronically filed, insert WDC number: ) ❑ I am familiar with the property described in this instrument and I certify that the status and number of welis on the described real property have not changed By: Mary Hamann-Roland since the last previously filed well disclosure Its: Mayor certificate. By: Pamela J.Gackstetter Its: Clerk ECB-1035 Page 1 of 3 Page 2 of 3 QUIT CLAIM DEED State of Minnesota,County of Dakota This instrument was acknowledged before me on , 2014, by Mary Hamann-Roland, as Mayor of the City of Apple Valley,a municipal corporation under the laws of Minnesota,on behalf of the municipal corporation. (Stamp) (signature of notarial officer) Title(and Rank): My commission expires: (month/day/year) State of Minnesota,County of Dakota This instrument was acknowledged before me on , 2014, by Pamela J. Gackstetter, as Clerk of the City of Apple Valley,a municipal corporation under the laws of Minnesota,on behalf of the municipal corporation. (Stamp) (signafure of notarial officer) Title(and Rank): My commission expires: (montFVday/yearJ THIS INSTRUMENT WAS DRAFTED BY: TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS Dougherty,Molenda,Solfest,Hills&Bauer P.A. INSTRUMENT SHOULD BE SENT T0: 7300 West 147th Street,Suite 600 Independent School District 196 Apple Valley,MN 55124 3455153'd St.West (952)432-3136 Rosemount,MN 55068 KJP: 0066-35311 . , Page 3 of 3 QUIT CLAIM DEED Exhibit A Commencing at the southeast corner of the Southeast Quarter of the Northwest Quarter of Section 28, Township 115, Range 20, Dakota County; thence North 89 degrees 51 minutes 35 seconds East, bearing assumed, along the southerly line of said Southeast Quarter of the Northwest quarter, a distance of 768.55 feet; thence North 00 degrees 03 minutes 13 seconds West, a distance of 427.69 feet to the point of beginning of the land to be described; thence continue North 00 degrees 03 minutes 13 seconds West, a distance of 176.00 feet; thence North 89 degrees 56 minutes 47 seconds East, a distance of 37.64 feet; thence South 00 degrees 03 minutes 13 seconds East, a distance of 10.00 feet; thence North 89 degrees, 56 minutes 47 seconds East, a distance of 25.00 feet; thence South 00 degrees 03 minutes 13" West, a distance of 25.00 feet; thence North 89 degrees 56 minutes 47 seconds East, a distance of 51.68 feet; thence North 00 degrees 03 minutes 13 seconds West a distance of 25.00 feet; thence North 89 degrees 56 minutes 47 seconds East, a distance of 25.00 feet; thence North 00 degrees 03 minutes 13"West, a distance of 10.00 feet; thence North 89 degrees 56 minutes 47 seconds East, a distance of 36.00 feet;thence, South 00 degrees 03 minutes 13"East a distance of 292.00 feet; thence South 89 degrees 56 minutes 47 seconds West a distance of 176.00 feet to the point of beginning. .�� /�' :��� � �l ���4s «�: City of App�e Val�ey MEMO Community Development TO: Mayor, City Council Members and City Administrator FROM: Joan Murphy, Community Development Department Assistant DATE: February 12, 2015 SUBJECT: Financial Guarantee Obligations The City holds numerous financial guarantees to ensure the installation�of certain improvements in new developments, as well as to assure protection of natural resources. Staff review of the status of this development indicates that the following action is in order: � 1. Regent's Point Cash Check No. 52788 (PC13-27-ZS) Original Deposit on 7/16/14 $50,000.00 NRMP Reduce now to $10,000.00 2 •sa sf?aa #sws� ITEM: �-�-�� Clty Of A���" CITY COUNCIL MEETING DATE: FebPUaty 12, 2015 valley SECTION: Consent ITEM DESCRIPTION: Menards Seasonal Outdoor Garden Sales Center STAFF CONTACT: DEPARTMENT/DIVISION: Tom Lovelace, City Planner Community Development Department Action Requested This item was considered at the Planning Commission meeting of January 21, 2015. The Comnzission voted unanimously to recommend approval of the seasonal outdoor garden sales center as requestec� The following action will approve the request in accordance with the Commission's recommendation with the exception of the applicant's request to change the location of the sales area as shown on the revised plan,dated January 29,2015: 1. Adopt the draft resolution approving the Menard's seasonal outdoor garden sales center. Summary The applicant is requesting approval of an outdoor display area to allow for a 3,240-sq. ft. (36-ft. x 90-ft.) temporary garden center in the store's parking lot yearly from April 1 to September 1. The display area will be bounded by a temporary 3-ft. high cedar split-rail/concrete block fence and will include an 800-sq. ft. greenhouse. The site plan submitted with their application show the sales center in the northwest corner of their parking lot. This site plan was reviewed by the Planning Commission, who recommended approval of the request at that location at their January 21 meeting. The applicant has submitted a revised site plan that now shows the sales center in the northeast section of the parking lot. The reason for the change is to give them better access to water. No other changes to the layout, size, fencing, and materials in the sales center are being proposed. The subject property is located in zone 1 of Planned Development No. 646. The purpose of this planned development zoning district is to provide for an integrated mix of shopping center, retail business, limited business, general business, and limited industrial uses. Outdoor display, sales or storage in conjunction with a permitted use is allowed as a permitted accessory use, subject to review and approval by the City CounciL The applicant is requesting that the following items be allowed to be Goods to be displayed in the area: • Annuals in packs,pots,hanging baskets, and containers • Perennials in pots and packs • Trees potted in containers • Shrubs potted in containers • Bagged soils on palletized displays • Limited selection of plant foods • Landscape timbers „_�.::,, , Staff has some concern about allowing landscape timbers to be stored in this area. This material is much bulkier than the other materials, which would likely require vehicles to pull up next to the garden center to load the timbers. This could create a conflict with other customer traffic to and from the center. Pick up of this type of material is more appropriate in the existing outdoor yard. Therefore, staff is recommending that this type of material not be allowed in the center area. The Planning Commission agreed with staff's recommendation that landscape timbers not be allowed in the sales center area and recommended that materials, such as, bagged mulch and rock not be allowed. Establishment of the garden center will result in the loss of 20 of the existing 458 parking spaces. The current number of parking spaces exceeds the minimum required parking for a building material sales store. The facility will still exceed their parking requirements even with the temporary removal of parking for the garden center. The applicant is proposing to erect an 800-sq. ft. temporary greenhouse in the garden center area. They have provided a picture of the greenhouse but no building details. The City's Fire Marshal and Building Inspections Division have reviewed the submitted information. Their comments are included in the attached memos. All applicable fire and building codes shall be strictly adhered to. Attachments Draft Resolution Staff Memos Location Map Comprehensive Plan Map Zoning Map Original Site Plan Revised Site Plan Garden Center Hut Plan MENARDS OUTDOOR GARDEN CENTER Existing Conditions Property Location: 14960 Florence Trail Legal Description: Lot 1,Block 3,FISCHER MARKET PLACE Comprehensive Plan Designation "C"(Commercial) Zoning Classification "PD-646/zone 1"(Planned Development) Existing Platting Platted Current Land Use Retail store Size: Approximately 14 acres Topography: Flat Existing Vegetation Landscaping typically associated with a retail building Other Significant Natural Features None Adjacent NORTH Vacant Properties/Land Comprehensive Plan "C"(Commercial) Uses Zoning/Land Use "PD-646/zone 3"(Planned Development) SOUTH Staples Store and United Educators Credit Union Comprehensive Plan "C"(Commercial) Zoning/Land Use "PD-646/zone 2"(Planned Development) EAST Magellan Petroleum Tank Farm Comprehensive Plan "IND"(Industrial) Zoning/Land Use "I-2"(General Industrial) WEST Sam's Club Comprehensive Plan "C"(Commercial) Zoning/Land Use "PD-646/zone 1"(Planned Development) CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION APPROVING A SITE PLAN FOR THE MENARD'S SEASONAL OUTDOOR GARDEN SALES CENTER AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances,zoning regulations���ntrol land uses throughout the City; and z� � e,��a������� ��� ,� WHEREAS, said regulations provide that appro�`�1 a��an c��tdoor display, sales or storage ��� area in conjunction with a permitted use within Plann�c�Developme���To. 646/zone 1 require the specific review and approval by the Apple Valle��I�Yiing Commissi��tid City Council; and � ���e ��`�b:�� WHEREAS, approval�of such of a seasona�ou�tdoor gard,en sales ce�it���as been requested for; and ��'� � � �� ���� ��� �� ��,_� , WHEREAS,the Apple Valley�����it� Commissio�has reviewed the seasonal outdoor � garden sales center and made a recomme�datic��:as,to the app�o�a1 at a public meeting held on January 21,2015. � � � � �w�,� � � � � � `� ��� � � NOW,THERE��;`�B��'��RESOLV�D b�#�t�Cify�:���ncil�of the City of Apple Valley,� Dakota County,Mmri��cita,that th��proval fa�`�1Vlenard's d��door garden sales center is hereby authorized, subject to al�ap�hcable�;�ty Codes �ai��standards, and the following conditions: � s y �. �;��� 1 ;��'s�,�c�i�a�outdo��g�rtlen ce�ite�shall b�'conducted on property legally described �5 �;�`Lot 1,Blc���",3e�,FIS��-IER MARI�E'�PLACE. � <<� ��;���_. b � � ri�a� 2. ����struction shall�cur in cc}n��mance with the site plan dated Tanuary 29, 2015. �:w �� ��� n�.��� 3. The se�al outdoor �den center in the parking lot shall be allowed to operate � ���� from Apn� ��o Septen��r 1 of each year. � ��� � �. 4. Only live plant�a��als,bagged soils, and plant food sha11 be allowed to be displayed in the ou�c�oor garden sales center area. � � 5. The seasonal sales area in the parking lot shall be delineated by a cedar wood split- rail fence. 6. Construction and maintenance of the greenhouse and garden center area shall be in accordance to the all applicable City's building and fire codes. 7. All bulk materials shall be required to be stored on pallets and that the stacking of pallets shall not be allowed. 8. No landscape materials, such as,bagged mulch, landscape timbers or rock shall be allowed. 9. All materials shall be kept outside of all parking lot drive lanes located along the east side of the property. 10. All areas should be kept in neat, organized rows and the premises shall be kept free of trash and other debris. 11. No signage shall be allowed to be affixed to the gre���use and perimeter fence. :�� �; 12. The ongoing use and of the temporary outdoor ga����ales center is predicated on the ongoing maintenance of the operation as 1����in 1�ie p�receding. No alteration, � removal, or change shall occur without th�expTess author��,tion of the City. � Deterioration of any facilities or structu`t'�s�sociated with��t��outdoor garden sales center due to age or wear shall be re�aire�or replaced in a time���ashion. � ��� , ADOPTED this 12th day of February,2015 � ��� �, <fi�,� 3z��p� '� ;_�, �N�x � � �x �� e �� ��'�`�� � j N����ii�-Roland, Mayor � � �� � a� ��, � ATTEST: ��� � °�' � � � � � �� x �� � �� �b � � � . �;,w �e �`'rt4�,�, � �� x��. ��n � Pamela J. Gac�s��e�ter, City Cle�.t�,z � � y zz � � �-;. s� ��� ���� 2 0i• •�O• ��04 •40^ City of AppVa��ey MEMO Department of Public Works-Building Inspections Division TO: Tom Lovelace FROM: Jeff Munsterteiger DATE: January 14,2015 SUBJECT: 14960 Florence Trail-Temporary Green House structure I have completed a preliminary review of the proposed project and am providing the following comments. • Construction of the greenhouse will require a building pernut. • Any installation of electrical to the structure ar spaces requires an electrical permit. • Submit three sets of plans along with a digital copy on cd with the permit application far a formal review. • If the structure will be up for more than 180 days it will be considered a permanent structure. • Provide manufactures installation instructions for the greenhouse,to include anchoring to resist wind loads. • Interior spaces are required to be accessible. Submit an interior floor plan showing compliance with requirements to provide accessible routes. • Membrane covering must be tested to meet NFPA 701. Provide certification from manufacturer that materials have been tested to meet or exceed this standard with submittal. PRELIMINARY REVIEW MEMO.DOCX os• oo�s ��se �s•• City of AppValley MEMo Fire Department TO: Tom Lovelace, City planner FROM: Roy Kingsley, Fire Marshal DATE: January 14, 2015 SUBJECT: Menards Outdoor Garden It looks as it would fall under chapter 24 of the MSFC Tents, Canopies, and other membrane structures. They would need to follow the following: 1. Exits shall be clearly marked. Exit signs shall be installed at required exit doorways. 2. A portable fire extinguisher must be in the tent at all times. 3. The tent must be flame retardant and a copy of this must be given to fire official at time of inspection. 4. 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DATE BY SCALE CAD DWG � • � ,INC PROTO/REVERSE , � 8��=�°—o�� P3—GC—HUT BY DWG N0. STORE PLANNING DEPT. SHEET 2 TJS G C H U T EAU CLAIRE, W� GARDEN CENTER HUT � � oATE 3 2 z �S ... '�.T .... ..... .... ..... City of AppVa��e y MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson, Public Works Superintendent-Utilities DATE: February 12,2015 SUBJECT: SECOND AMENDMENT TO ANTENNA LEASE AGREEMENT WITH VERIZON WIRELESS -VALLEYWOOD RESERVOIR In 2002 an antenna lease ageement was approved with Verizon Wireless LLC, for the installation of ground equipment and antenna on the Valleywood Reservoir located at 4851 McAndrews Road. The attached lease amendment is for authorization to install fiber between the Zayo handhole and the Verizon structure. 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 Agreement with Verizon Wireless at Valleywood Reservoir. CBJ:cg Attachments c: Todd Blomstrom Tenant Site Name: MIN Valleywood Market—Minnesota Landlord Site Name: Vaileywood 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 Verizon Wireless (VAW) LLC d/b/a Verizon Wireless, a Delaware limited liability company ("TenanY'). Landlord and Tenant are jointly hereinafter referred to as the "Parties". RECITALS: A. Landlord and Tenant entered into a Lease Agreement dated August 22, 2002 which lease was amended on August 14, 2014 (collectively the "Lease"), with respect to Premises (as defined in the Lease)located at 4851 McAndrews Road,Apple Valley,MN 55124("Property"). B. Landlard 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 acknowledged,the Parties hereby agree as follows: 1. Installation of New Equipment. Effective as of the date this Amendment is fully executed by both parties, 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 EquipmenY'). 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 contractars, agents, and employees shall be done in a good and warkmanlike 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 set forth on Exhibit A attached hereto to be performed upon the Property and shall not allow a lien to attach to the Property. Except to the extent caused by the willful misconduct or negligence of Landiord and subject to Chapter 466 of Minnesota Statutes, 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: (1) Tenant's negligence ar misconduct in the installation, use, operation, maintenance and presence of the Additional Equipment, Tenant's Antenna Facilities ar any other equipment of Tenant or its agents, contractors or assigns; (2) Tenant's, or tenant's agent's, contractor's or employee's entry or presence upon the Property; and(3) any default, beyond any applicable cure periods, by Tenant under the Lease and any amendments thereto. The terms and conditions of this paragraph shall survive the expiration or earlier termination of the Lease and this Amendment. 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 Landlard in reviewing and approving Tenant's application for this Amendment of the Lease and any future amendments to the Lease (the "Costs"). The Costs 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 and Costs must be paid by Tenant to Landlord within thirty (30) days after Landlord sends Tenant an itemized invoice far 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 the expiration or termination of the Lease for any reason, Tenant shall remove its equipment, personal property, Antenna Facilities (including all Additional Equipment), and leasehold improvements from the Property on or before the date of termination or expiration, 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. Except to the extent caused by the willful misconduct or negligence of Landlord and subject to Chapter 466 of Minnesota Statutes, 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 this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in the 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. MIN Valleywood Second Amendment to Lease Agreement 2 6. Limitation of Landlord's Liabili • 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 ar 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 B-1 attached hereto and any other amendments to the Lease. 8. Notice. Tenant's notice addresses shall be as follows: Verizon Wireless(VAW)LLC d/b/a Verizon Wireless 180 Washington Valley Road Bedminster,New Jersey 07921 Attention:Network Real Estate Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100— 147th Street West Apple Valley,MN 55124 with a copy to: Dougherty,Molenda,Solfest,Hills&Bauer P.A. Atm.: Michael G. Dougherty,City Attorney 14985 Glazier Avenue, Suite 525 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 modified herein, all terms and conditions of the Lease shall remain in full force and effect. 11. Construction. Landlard and Tenant agree that each of them has participated in the drafting of the Lease and this Amendment (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. 12. Authoritv. Each person signing this Amendment represents and warrants that he or she has the right, power and legal capacity to enter into this Amendment and that such signature will bind the party for who such signor signs this Amendment. MIN Valleywood Second Amendment to Lease Agreement 3 13. Counter�arts. This Amendment may be executed in duplicate counterparts,each of which will be deemed an original. The parties may also execute this document by electronic means, including but not limited to fax,pdf or other electronic means and delivery of this Amendment by electronic means shall be effective as an original. [The remainder of this page has been intentionally left blank. Signature page to follow.] MIN Valleywood Second Amendment to Lease Agreement 4 IN WITNESS WHEREOF,the Parties have set their hands as of the date set forth below. LANDLORD Dated: CITY OF APPLE VALLEY By:Mary Hamann-Roland Its:Mayor Dated: By:Pamela J. Gackstetter Its: City Clerk TENANT Dated: � � Verizon Wireless (VAW) LLC d/b/a V 'zo Wireless, a Delaware limited abili company B :Lyn Ramsey It :Are Vice President Network MIN Valleywood Second Amendment to Lease Agreement 5 EXHIBIT A PLANS AND SPECIFICATIONS (See attached.) MIN Valleywood Second Amendment to Lease Agreement 6 \ E%ISIING EOUIPIAENf 9iELTER '� "�`'_ ' J LEGEND: ���`"`-� oomNO ir-s•xao• � \ �-�;, VZW EUUIPMENT SHELTER 0 --- =PROPOSED DARK FIBER ROl1TE \ �^\ ��` '-. 1 f� PROPOSm SCHEdAE 10 PYC� ^...°�.r�-a�w�m�n 4 \ �rJ CONIXM RISFR LDG710N M� vr:.....a..� � =PROPOSED PENETRATION LOCATION 1 ,�,,,.� , _ ?1 �f UEI PROJ.#14.00481 � =VERTICAL FIBER ROUTE ` y�`// ,,, C���� �� =IXISTING Z4V0 HANDHOLE �r r+ `��`�.. ���P����� �� �' ,� `'�` I�� PPEItP�lOSf�Al1A%.E RAC y�y�: � �� �`�, um�«'iri�e�vew�EEOUi�wr sia��rt. 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N _ ���.,�,,,�,�: i -�--�::--�.:_-�.--_ , i� ii' ,, WIRELESS � A UM1m�a,11TE SW1L�BE PERFOR�ED PRIOR l0 THE f� 4' , eL�1 BUSH IAKE ROPD STARf OF CONSIRUCIION 70 VERIiY ALL E%IS71NC +, ' ^ ��I 10 le z�jiza�m305Nae UNDERGRa1NO lmLm6.R 6 7HE CONRUCfatS ! � ` / µ R6PoNSIBIIJIY 7D ENSUtE TNT E%ISfING UT0.1716 ARE NUT � "' � �I� DANM.ED OR IMERFEREO N'ffM WRINf.CONSTRUCfION.UL7E1f: ASSW6 NO R6PONSIBMY FDR ANY MN�GE TO IX671Nf. � I � �'( � Ulttlfl6 AS A R6ULT OF TE FlBQt MSTALU7qN. �' �� ) PROJECT 2.7RqR TO SfARf OF COtSTPUf.RION TNE CONfR�CfDR SWJ.L VERIFY ALL SRES OF DI6IING M%fIOR PROPOSED � ' �( coHOUrs.rw�rrun�+s.uro iurm ia�s nur wiu� 4 �,�I OIIER IM��tNLS N�m FDR M�ALLATqN'��� 4 �� �l f J IXISTNG CLIMBINC LpDDER/CAGE VAL MEYVVOOD 3.ON SRE LONDITIONS SINLL BE LONFlRNED PRIOR 10 11ff 1' �f/ ! n""`°°`°"5'"°`�"°" --.. 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IX2PWNBY: KBA ` / (� DATE: 0821.16 &CONIRACfOR SIWL MSfALL MUIE TAPE M CONWff. � ^ \ J �q� CHECKEDBV: IJO IXISIINC TRANSFORMER "dJ,t�_ REV.A 0821.14 9.CONIRACfOR 70 PIACE P-TOIICH IABEI AT 1HE END OF � -,�. YULE TAPE 7NAT CNLS OUf qSfM10E FROM NEfT ME POINT ^.` /�'' IXISfINC TELCO Pm. REV.e 1oz1.14 IUIlD11IXE(MNiH)70 EOIpP11E11T PAp(. .,� 90.CONmACfOR 51MLL RESfORE THE SIIE TD IIS ORIdNAL "'� � � oc�mHC um wwo�w� NORTH � CpYIXfqlb BY�IKR 5�OR SODqNG 0�ARFAS. � ..�- OR REMCMG/SPIMLT OR CONCREfE ARFAS 7D ITS � -^" � orm�ca+omon. — _.. — °.� rnowsEn uEC,u�raxr SITE PLAN �«�� IXISfING WATER TMlK �Fl������� � SCALE:3/32'=1'-0' b ' 8-+' +b-e' ��1 ��� �(�' ���� 1"'�', V ����� ���. ���e City of AppVal�ey MEMO Public Works Department TO: Mayor, City Council, and City Administrator FROM: Carol Blommel Johnson,Public Works Superintendent-Utilities DATE: February 12, 2015 SUBJECT: THIRD AMENDMENT TO ANTENNA LEASE AGREEMENT WITH SPRINT SPECTRUM REALTY COMPANY L.P.—PALOMINO LATTICE TOWER In 1996, an antenna lease agreement was approved with Sprint Spectrum Realty Company L.P., for the installation of ground equipment and antennas on the Palomino Reservoir located at 7738 — 128th Street West. The antennas were relocated to the lattice tower on site when the reservoir was rehabilitated. The attached lease amendment is for Sprint's 2.5 MHz upgrade. The upgrade is for the addition of three antennas and related equipment for a total of six Sprint antennas on the lattice tower. The original lease agreement allows up to nine antennas, modifications to antennas and related equipment necessary to complete upgrades. There are no fee changes to the original agreement. The amendment was approved by the City Attorney. The construction plans have been reviewed and approved by KLM Engineering. Recommended Action: Approve Third Amendment to Antenna Lease Agreement with Sprint Spectrum Realty Company L.P. at the Palomino Lattice Tower. CBJ:cIg Attachments c: Todd Blomstrom Tenant Site#: MS70XC448 Market—Minnesota Landlord Site Name: Palomino Lattice THIRD AMENDMENT TO LEASE AGREEMENT This Third Amendment to Lease Agreement ("AmendmenY') is made as of the date set forth below by and between the City of Apple Valley, a Minnesota municipal corporation ("Landlord") and Sprint Spectrum Realty Company, L.P., a Delaware limited partnership ("TenanY'), successor-in-interest to Sprint Spectrum L.P. Landlord and Tenant are jointly hereinafter referred to as the"Parties". RECITALS: A. Landlord and Tenant entered into a Lease Agreement dated November 26, 1996 which lease was amended on May 11, 2006 and further amended on March 28, 2013 (the "Lease"),with respect to Premises (as defined in the Lease) located at 7738— 128`�'Street, Apple Valley,Minnesota 55124("Property"). 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 acknowledged,the Parties hereby agree as follows: 1. Installation of New Equinment. Effective as of the date this Amendment is fully executed by both parties, Tenant is hereby allowed to remove,replace and install such additional equipment as specifically set forth on Exhibit D-2 attached hereto and incorporated herein ("Additional Equipment"). The Additional Equipment set forth on Exhibit D-2 shall be constructed and installed in accordance with the plans and specifications as set forth on Exhibit D-2 and in accordance with the rules and regulations of Landlord and state and local laws and building codes. Except as set forth on Exhibit D-2,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 TenanYs equipment in the future. The existing Exhibit D and Exhibit D-1 to the Lease shall be deleted and are hereby replaced with Exhibit D-2. 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 D-2. Tenant shall not be permitted in any material way to vary its construction from the plans and specifications set forth on Exhibit D-2 without Landlord's prior written consent. Tenant shall pay for all work set forth on Exhibit D-2 attached hereto to be performed upon the Property and shall not allow a lien to attach to the Property. Tenant shall defend, indexnnify 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, (collectively, "Costs") arising out of or related to: (1) 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, except to the extent such Costs are caused by the gross negligence ar willful misconduct of Landlord, its agents, contractors or employees; (2) TenanYs, or tenant's agent's, contractor's or employee's entry or presence upon the Property; and (3) any default,beyond any applicable cure periods,by Tenant under the Lease and any amendments thereto. The terms and conditions of this paragraph shall survive the expiration or earlier termination of the Lease and this Amendment. 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 TenanYs application for this Amendment of the Lease and any future amendments to 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 invoice for the same. Any invoices or other sums owed to Landlord, under the Lease or this Arnendment, 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 maximurn 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 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 Ainendment 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 agees 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, except to the extent caused by the gross negligence or willful misconduct of Landlord, its agents, contractors and employees. All indemnification obligations of Tenant as set forth in the Lease and this Amendment shall survive the termination or expiration of the Lease. Notwithstanding anything to the contrary in this Amendment, Tenant will not be liable to Landlord for, or indemnify MIN Palomino Third Amendment to Lease Agreement 2 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 ar related damages to Tenant; provided, however, that this provision shall not prohibit an action by Tenant for specific performance of this Lease or other equitable or injunctive relief, so long as there is no monetary penalty or damage to Landlord. 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 D-2 attached hereto and any other amendments to the Lease. g• Notice. TenanYs notice addresses shall be as follows: Sprint Sprint Property Services Mail Stop KSOPHTO101-Z2650 6391 Sprint Parkway Overland Park,KS 66251-2650 Site#MS54XC747 With a mandatory copy to: Sprint Law Deparhnent Mail Stop KSOPHTO101-Z2020 6391 Sprint Parkway Overland Park,KS 66251-2020 Attn:Real Estate Attorney Landlord's notices shall be sent to: City of Apple Valley Attn.: City Clerk 7100— 147th Street West Apple Valley,MN 55124 with a copy to: Dougherty,Molenda, Solfest,Hills&Bauer P.A. Attn.: Michael G. Dougherty,City Attorney 14958 Glazier Avenue, Suite 525 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. MIN Palomino Third Amendment to Lease Agreement 3 10. Affirmation of Lease. Except as modified herein, all terms and conditions of the Lease shall remain in full force and effect. 11. Construction. Landlord and Tenant agree that each of them has participated in the drafting of the Lease and this Amendment (collectively the "AgreemenY') 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 canstrue the Agreement against the party that drafted it. 12. Authoritv. Each person signing this Amendment represents and warrants that he or she has the right, power and legal capacity to enter into this First Amendment and that such signature will bind the party for who such signor signs this First Amendment. 13. Counte arts. This Amendment may be executed in duplicate counterparts, each of which will be deemed,an original. The parties may also execute this document by electronic means, including but not limited to fax, pdf or other electronic means and delivery of this Amendment by electronic means shall be effective as an original. [The remainder of this page has been intentionally left blank. Signature page to follow.] MIN Palomino Third Amendment to Lease Agreement 4 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: Sprint Spectrum Realty Company, L.P.,a Delaware limited partnership By: Its: MIN Palomino Third Amendment to Lease Agreement 5 EXHIBIT D-2 PLANS AND SPECIFICATIONS (See attached) MIN Palomino Third Amendment to Lease Agreement 6 � S�TE NAME MN0030-APPLE VALLEY SYNERGY/F2 Sprint ����� � � 6100 SPRINT PARKWAY - SITE NUMBER OVERL4ND PARK, KS 66251 r�� MS70XC448 � � n s�TEAOORESS �y,���t�� p 7738 128TH STREET W. �zo caaw000 nveriuE - � LITCHFIEID, MN 55355 �"� APPLE VALLEY,MN 55124 � 2.5 EQUIPMENT DEPLOYMENT s�TE 'YPE FULLEI2TON � . ENGINEERING-RESlGN � SELFSUPPORTTOWER - 960DW.BRYNMAWRAVE.,SURE20D z 0.05EHOtJT,IlLIN015 60018 TE1:847-292-0200 � APPUCABLE CODES AREA MAP PROJECT SUMMARY SHEET INDEX FAX.B4/-192-OID6 _ www FulkrwnEng�neering.com MINNESOTA STATE CODE COMPLIANCE• ^�" �r ` *, SITE NAME MN0030-APP�E VALLEY SYNERGY/F2 d`HE T DESCRIPTION CHECKED BY RI ALL WORK AND MAl'ERIALS SHALL BE PERFORMED AND INSTALLED � � 'pYi° � T-1 H ET nnPaovED Br: MB IN ACCORDANCE WITH�HE CURRENT EOITIONS OF THE FOLLOWINC � � yV, � ' '. SITE NUMBER: MS70XC448 SP-1 SPRINT SPECIFICATION oesCRVnoN p CODES AS AOOPTED BY THE IOCAI GOVERNING AUTHORITIES �� SP-2 SPRINT SPECIFlCATION Z/21/7q 90%REVIEW J� W �" µ'.j N{FA S �,�� F SRE ADDRE55: 7738 728TH STREET W. � � BUILDING CODE� �� � .q APPLE VA��EI',MN 55124 A � 4 7/74 FINAL JC � ��°' �� � COUNN� DAKOTA � A-2 ENLqF2GED SITE PIAN B 6 14 REVISION JG ' 200]MINNESOTA STATE BUILDING COOE ZONING JURISDICI'ION� Cltt OF APPLE VALLEY -3 T R q ION AND ANTENNA L4YOUT 3 2006 INTERNA�IONAL BUILDING CODE '��� � � � �b � Q A �* � �� ZONINC CIASSIFlCATION: ft-3 A-< SITE DETHILS � � �� PARCEL IOk: " ' A- D A H T ECTRI.A COD� .�^ SITE �.� ��+fi�l� SOURCE: (fROM SITE lPPLICATION) A-6 RF DA1A SCHEMATIC � o 2008 NATIONAL ELECTRICAL CODE � ,�+ � 'S., IATITUDE: 44.76333' A-7 CABLE AND COLOR CODINC 3 LONCITUDE -95.22444' q-g EOUIPMENT DETAILS � � � ��� �. p� '� �� GROUND ELEVATION: 1110' E-1 GROUNDING DETAILS 'g �� TOWER OWNER: E-z AC&DC POWER DISTRIBUTION&SCHEDUIE ACCESSIBILITY REQUIREMENTS: � � � coMPaur: ar�ov naP�e vnuer FACILIIY IS UNMANNED AND N0T FOR HUMAN HABIIATION � - a � CON7ACT: - � ADA ACCESS REQUIREMEMS ARE NOT REQUIRED. � � ADDRESS: 77p0 147TH STREET WEST � THIS FACILITY�OES NOT REQUIRE POTABIE WATER AND APPLE VALLEY, MN 55124 WILL NOT PRODUCE ANY SEWAGE � : �� PH: _ PROJECT DESCRIPTION VICINITY MAP a rHE scoaE oF woRK coNSisrs oF MooiFVmc TNe ExisnNC CONSTRUCTION MANAGER: - WIRELESS INSTALLATION: � �p � COMPANY: SPRINT CORPORAiION .INSTAL�(3) NEW 2.5 PANEL ANTENNAS CONTACT: DAMIEN JAHNKE . INSTALL(3) NEW RRUS(REMOTE RADIO UNITS) - '. EMAIL: tlamen.�ohnke�sprint.com . iNSTn��(z�) New dur�aeRS ' SITE ' PH' (est)zas-e�3e CERTIFICATION STATEMENT: � A&E FIRM: i�ER_T_�F-Y`T�H�AT T j�RyVjiI��5�W�,[j�pREp q[2�.�p SITE NAME . COMPANY: FULLERTON ENGINEERING CONSULTANTS,INC.��6l�QR�11Rfd9��"qOI��AlIf$��PFIf VdM ER MN0030-APPIE �. CONTACT: HILDA ALLAWIRDI �ppp�ryY�{g T����e�su�c.YrB� '� EMAIL: hallowirdi�fullertonengneerng.com 0 'p�P�Qpg= ��"° \ �� � �� MAIN OFFICE (847)292-0200 EX(239) SUp��R�i f 1 S i I i l l l l a C�U�y�Licensed V A L L E Y � '`�.. � "'"�' ���� �� LP]G����$f�s ' a�g En�i[neer under the laws of th SYNERGY/F2 � �� � � J[d[B O�Ilf16S0[3TE OF MINNESOTA � � : POWER COMPANY sire i.o. � sa coManNV: xcE�ENeacr P f l r rt N a m e: H E R Y M.B E L t A C A �� � PNONE: (800)895-4999 �` � AAV PROVIDER: Signatu • MS70XC448 � �� �,.� � COMPANV: CENTURY LINK SITE ADDRESS �TE.�FANING SCALES ARE FOR 11°%17"$HEET$UNLESS OiHERN15E NOTED ��. ��. PHONE: (B00)457-6864 pa�iE Sr I_GNED� �S�# 43�SEM. � 8�i�30/201fi 43012 SIGNATURE BLOCK DRIVING DIRECTIONS PROJECT TEAM APPLE VAL(EY,SMN 99 z< APPROVAI SIGNATURF DA� pEPART FROM FAULK&FOST R OFFICE' a SITE ACO. MGR 720 GPWOOD AVENUE, LITCHFlELD, MN � TURN RIGHT(SOUTH)ONTO AMES AVE � � SHEET NAME � CONSTRUCTION MGR � TURN LEFT(EAST)ONTO CR-11 [E STH ST] Sprint FULLERTON P&E MGR TURN RIGHT(SOUTH)ONTO CR-34 � � P�ANNING CONS. TURN LEFT(EAST)ONTO US-12[E HIGHWAV 12] AT EXIT iA, - � ra�/ E N G I N E@ R I N G�D 6 51 G k TITLE SHEET RF MGR� TAKE RAMP(RIGHi)ONTO I-494 S AT EXIT pC, 6100 SPRINT PARKWAY � ��Q'A��" TURN RIGHT ONTO RAMP MN-]7 S WERIAND PARK,KS 66251 72�CAPWOOD AVENUE y�OW.eRYNMAWRAVE,SUITE200 a RF ENGINEER KEEP RICHT ONTO RAMP PALOMINO DR 127TH Si � ROSEMOM,ILLIN01560018 � � 1EL: (913)624-6000 LITCHf'IELD, MN 55355 h�g4�_Z9ZAZ00 SHEET NUMBER � PROPEiiIY OWIVER TURN RIGHT(WESi)ONTO PALOMINO DR,THEN IMMEOIATELY TEL: 612-839-4594 FAX:e4]-292-0206 TURN LEFT(SOUTH)ONTO PENNOCK AVE FAX: 318-807-2705 www.FullerconEnglneeringcom SPRINT REP. TURN RIGHT(WEST)ONTO 728TH ST W T_� anv McR. ruRN�e�r�sourH)oNTO�ocn�aono(s)naeNe nr sire APPLICANT/OWNER SITE ACQUISTION ¢ ENGINEER € THESE OUTUNE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCT�ON SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE '+� CONSTRUCTION DR4WINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR MEEfING THE REQUIREMENTS OF ��� o SPRINT'S "STANDARD CONSTRUCTION SPECIFICATIONS FOR WIREIESS SITES" IN REGARDS TO ALL WORK COMPLETED. Sprint ,^�' SECTION 01 100 - S OP 4F WORK ALTERNATES'SECTION 01 400 - SUBMITTALS & TE T� REMOTE ELECTRICA� TILT (RET) CABLES eiao sPeiNr anRKwnr OVERLAND PARK KS 66251 THE WORK� AT THE COMPANY'S REQUEST,ANV qL7EqNATNES TO 1HE MATEPoAI.$OR MEfHODS �ISCE�LANEOUS: � � SHALL COMPLY WIfH APPUCABIE N4TIONPL CODES AND STMlDARDS,IATE$T Ep�7�pry, SpECIFlm SHML BE SUBMITTED Tp SPRIN75 GONSTRUCT�ON MANACER FpR INSTALL SP(11TER5,COMBINERS.FlLTERS PER RF DATA SHEET,FUftNISHED 8Y AND PORTIONS THEREOF. MPROVM,. SPRINT WILL REVIEW PND APPROVE OfilY THp$E REOUESiS MADE IN SPRIM. PR EoEN c• M�RIIINC. NO VERBAL APPROVALS Wlu BE CONSIDERm, pN7FUKe�_ N_�"p�in7�pN. SHOULD CONFlJCT$pCCUR 6ETWEEN 7F1E STANUARD CONSIRUCTION SPEpFlCATI0N5 " THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNqS ONSITE IN ACCORDANCE WITH CQyfL�bL'�A`�,� `�w' FOR WIRELE55 SRES INCLUDING 7HE STANDMD CONSfFtUCTipN DETAIL$FOR THE INSTRUCT10N5 SUPPUm BY T�{E MANUFACTURER.MlTENNR HElqii,AZIMUIH, � /��L�[- F WIRELESS SRES IW�THE CONSTRUCTION�RpWINGS.INf'ORMRTION ON 1HE TESTS AND INSPECTIONS: AND FEED OR�NTATON INFORMA710N SHALL BE A DESIGNA7ED ON THE CONSTRUCTION DRAWINGS SHALL TPXE PRECEDENCE. CONSTRUCTION DRAWINCS. �20 CAPWOOD AVENUE - A THE CONTRACiOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION iE5T5, LiTCHFIELD, MN 55355 w SITE FPAIILIAPoTY: INSPECTIONS ANO PROJECT DOCUMENTATION. � A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS 50 � COMRRCTOR SHALL BE RESPON518LE FOR FAMILIARIZING HIMSEIF WITH ALL � 7HAT THE BOITOM�SRiUT IS LEVEI.1HE PIPE MOUN75 SWtLL BE PLUMB TO FULLERTON j CONfRACT OOCUMENTS,FlELD CONDITIINJS AND DiMEN5iON5 PRIOR TO PROCEEDING B. CONTRACTOR SHALL ACCpMPLISH 7ESIiNG INCLUDING BUt NOT LIMITEO TO THE '�TH�N . WRH CONSfRULiION. fOLLOWING: 1 DECREE. � ENGINESRING�pESSGM � tt P���N� 1• COAX SWEWS ANO FlBER TESi$PEq THE CURREN7 VERSION OF SPRIM 8. ANTENNA MOUNTINC REOUIREMENiS: PROVIDE ANTENNp MWNi1NG HARDWARE THE CONTRACTOR SHALL SUPERNSE AND DIRECi THE WORK PND SHAI.L BE TS-0200 ANTENN4 LINE ACCEPTqNCE S7AN�ARDS. 0.S INDICA7ED ON THE DRAWINGS. 960o w.BRYN MAWR AvE,wRE 200 RESPONSI�E FpR CONSiRUCiION MEANS,METHODS,TECHMpUES,SEQUENCES,AND RoSEMOM.ILUNOIS6ao18 PROCEDURES IN ACCORDPNCE WI7H 7�{E CONTHACT OOCUMENT$, 2. AGL,AZIMUfH AND DOWNTILT PROVIDE AN AUTOMAIFD REPORT UPLOADED TO HYBRIO .eB C�ry57p i ennu• TEL 841-292-0200 517ERftA USlt�c A COMMERCIAL MADE-FOR THE PURPOSE 0.ECIRONIC A� THE CONTRACTOR SHALL ROUTE,TEST,AND INSTALL ALL CPBLES AS INDICATED FAx e47-29z-o2o6 G ON THE CONSTRUCTION DRAWINCS AND IN ACCORDANCE WRH THE www.FulkrxonEngmeming.com OR WING coc IFl ATION� uD OETA R O qRm AT �B� APRENNA AUGNMENT TOOL(Mn INSTALLW AZiMUTH,CENTERUNE AND THE CON57RUCTION CONTRqCT4R SHALL MAINTAIN A FULL SEf OF THE OOWNTILT MUSf CONFORM WITFI RF CONFlGURATON DATA MIANUFACTURER'S RECOMMENDATIOh15. CONSTRUCTION ORAWINGS AT THE JOBSIfE FROM MOBIUZATION THRWGH CHECKED BV: RI CONSTRUC110N COMPLETION. 3. CONTRACTOR SHALL BE RESPONSIBI.E FOR ANY AND ALL CORRECTIONS i0 B. THE INSfAL1.ED RApIUS OF THE CABLES SHALL NOT BE LE55 T}IAN THE nwROVEO ar. MB A DETAILS ARE INTENDEO Tp SHOW DESIGN INTENf.PROVIDE ALL MATERIqlS PNO ��K IDEN71Flm A$UNACCEPTABLE IN SYfE INSPECiIOF!ACTMTIES �1NUFACTURER'S SPECIFlCATIONS FOR BENDING RADII. � UBOR AS REOUIftW TO PROVIDE A COMPLEfE qryp FUNC710NING SYSTEM. �D/OR AS A RESULT OF TESiiNG. 2/21/1q g09.cREVIEW JC 6 MODIFlCATIONS MAY BE REOUIRED 70 SUIT�JOB DIMENSIONS OR CONDIDONS,AND 4. nLL 7ESTINC REQUIRED BY APPLICpBLE INSTALtAT10N MOPS. C. EXTIIQAE CARE SHALL BE TAKEN i0 AV010 DMIAGE TO THE cnBLES DURINC 4�7�ta � FINAL JG � SUCH MOOIFlCATIONS SHMl BE INCLUDED AS PART OF iF1E WORK. MANDLINC AND INSTALLATION. 8 4 14 REVISION JG ' C. REQUIRED 0.p5E0UT DOCUMENTATION INClUDES,BUT IS NOT UMRED TO iHE �� FASrENING MAIN HYBRI�CABLES:PIl CqgtE$5F{q��8E INSTALLED INSIDE MONOPOLE WITH CABI,E 3 8. CONTRACTOR SHALL N071FY SPRINf CONSTRUC710N MqNAGER OF ANy yqp�p7�pry5 FOLLOVYING: $IIPPORf GRIPS AS REQUIRED BY THE MPNUFACNRER. PRIOR TO PROGEEDINC WIfH THE WORK.DIMENSIONS SHOWN ARE 10 FINISH SURFACES UNLE55 NOTED OTHEFMISE.MODIFlCA710N5 MAY 8E REOUIRED TO SUR 1, qZ�MU7H,DOWNTILT,ACL FltOM SUNSICHT INSRtUMENTS-AMENW�LIGN 2. FASTENING INDiV10UAL FlBER ANO OC CABLES PBOVE BRENCOUT ENCLOSURE(MEUU54),WITHIN � JOB OIMENSIONS OR CONOIf10N$,qryD$UCH MODIFlGTIONS SHN.I BE INCLUDEO AUGNMENT TOOL(Mn THE MMBS CABINEf AN�l�fJY IMERMEDIATE DISfRIBU110N BOXES: AS PARf OF T{�E V/ORK. C. MARK THE FlEI.D SEf OF DRAWINGS IN RED.DOWMENTNC ANY CHANGES FROM 2. SWEEP AND FlBEIt TE5fS �' p��'�7p�SHALLBBE UV,NOI�DS'WATER RE51��ANDS URABIE FOR IN���by c'eertify hat this plan,specificati �n.Q� � 7HE CONSTRUCTION DOCUMENTS. 3. SCALABLE BARCODE PHOTOCRAPHS OF TOWER Tpp pND INACCESSIBLE INSTALLATONS AS MANUFACTURED 6Y TEA70L OR MPRpVEp EOUAL. � SERW.IZED EQUIPMEM report was pre red by me or under my ect b. OC:SUPPORT OC BUNULES WITH Z1P TIES pF THE ADEWATE LENGTH.ZIP TIESUp@E1/�I➢10�1 8�1 1�iSt � 0T 8 duly Lic �@d OF PROC DUR fMOPS) FOR ONSTRU TION' {. y.�qyp��qg�JURISOICTIONAL PERMR AND OCCUPANCY INFORMATION STABILIZED,BIACK NVLON,WITFI TENSILE SIRENGTH AT 12,000 P51 AS MqNUF�K��'�a1 E CONTftACTOR SHALL PERFORM WORK AS OESCPoBm IN NELCO PRODUCTS OR EQUAL gineer under the �HWS �tfl A COAX COLOR CODING SWEEP$AND FlBER TESIING 75-0200 AND EL-0568 5. PDF SCAN Of REDUNES PRODUCm M FlELD State oi Minnes tH.� J. FASTENINC JUMPERS:SECURE JUMPEttS TO THE SIDE AFtMS OR HFAD FRAME$US�'��lll��e• �{E �RY M.BELLAGA $ w � 6. A PDF SCM!OF RFDUNE MPRK-UPS SURABLE FOR USE IN ELECTRONIC 3�L 71E WRAPS OR STPINLE55 STEEL BUTIERFLY CUPS. 8. CABLE tABQING EN-2012-00 AS-BUILT DRRWING PRODUCTION C. PPPLICpgLE INSTALLATON MOPS IDENTIFlED ELSEW!{�E IN 7HE CONTRpCT 7. IJEN WANERS 4. GBLE INSTALLATION: SI911$t4 ' �'1 DOCUMEN75 a. INSPEC7 CABLE PRIOR TO USE FOR SNIPPINC DAMNGE,NOTIF1'THE CONSiRUCTIINJ MANqGER, 8. FlNAL PAYMENT APPLICATION � �. $PRINT GROUNDING SPEqFlCATIpN NE-312-201 b. CABLE ROUIING:GBLE INSTAU.ALION SHALL BE PLANNED TO ENSURE THAT TF�� License# 4301 W 9. REW�RED FlWJ.CpNyTRUCTON PHOTOS BE PROPERLY ROU7ED IN iHE CABLE ENVELOP AS INDICATED ON THE DRAWINGS.AVOI SIGNED DA7E: _�{�q/�o1a E. SPRINT INfECApTEp CONSRtUCTION STANDAROS VERSION 4.0 TtWSTINC AND CROSSOVERS. � � 10.CONSTRUCiION AND CAMMISSIONINC CHECKLISf COMPLETE WfTH NO DEFlCIENT SITE NAME " S�CTION O� 200 - COMPANY F 1RNISHED MATERIAL AND �MS c. HOIST C,A��USING PROPER HOISTING GRIPS.DO NOT EXCEED MANUFACTURES RECOMMENDm MN0030-APPLE � EQUIPMENT MAXIMUM BENO RRDIUS. 11•qPPIJCpB1.E POSf N7P TASKS INCLUqNG DOCUMEN7 UPLOADS COMPtETEO IN VALLEY COMPANY FURNISHED MAIERIAL AND EQUIPMENT IS IDRlTIFlm ON 7HE RF DATA S�TERRA�SPRINTS OOCUMENT REPOSRORY OF RECORO). 5. CROUNDING OF TRpNSMI5510N LINE$:Ny TRqry$MISSIINJ LINES SHALL BE GROUNDEO A$INDIGUED R oN orsnx�NCS. SYNERGY/F2 SHEEf IN THE CANSfRUCTION ORAWINGS. 12.CLOSEOUT PHOTOCRpPHS AND CLOSEOUT CHECKLIST:SPRINT WILL PRO'VIDE SEPARA7E GUIDANCE 6. HYBRID CABIE COIOR CODINC:ALL COLOR CODINC SH4�L BE AS REQUIfiEO IN THE CURRENT SITE I.D. CONTRRCTOR IS RESPONSIBLE FOR SPRIN7 PROVIDED MATERIAI AND EWIPMENT TO �RSION OF SPPoNT 75-0200. - ENSURE R IS PROTEC7ED AND HANDLED PROPQ2LY THROUGHOUT THE CANSfRUCTION SECTION �� 700 - ANT�NNA ASS MB Y REMOTE DURA710M. 7. HYBRID CABI.E LpBEUNG:INDIVIDUAL HYBR�D AND DC BUNOLES SHALL BE L4BELED RADIO UNITS AND CABLE INSTALLATION NPH4-NUMERICALLV ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE-EN 2012-001, MS7OXC44H � COMRACTOR RESPoNSIBLE FOR RECEIPT OF SPRIM FURNISHED EQUIPMENT qT CELL SUMMARY: R�� � SITE OR CONTRACipq$�p�qnON. CONTRACTpR 70 COMPLETE SHIPPMC ANp WF_e�pppppqNG RIOR -NN CTORS AND MY6pID " GRO'h�k SRE ADDRE55 RECE7PT OOCUMEMA110N IN ACCpRpqryCE WI7{{�pMppryy p�nCE. THIS SECiION SPECIflES INSfALLATION OF ANTENNA$,RRU'S,AND CABIE A. ALL FlBER k COAX CANNECTORS AND CROUND KITS SHALL BE - EQUIPMENT,INSTPLLATiON.AND TESIINC OF COAXIAL Fl�R CABLE, ylEp7ryERPRpOFE�. SECTION 01 300 - CELL SITE CONSTRUCTION ppim�r+n�a o RRU'S 7738 tzerH srReer w. � B. WEATHFRPROOFED USINC ONE OF THE FOLLOWING ME7HODS.ALL qPp{.�VALLEY,MN 55124 NOTCF TO PROC 11• TFIE NUMBER AND TYPE OF ANiENNpS pry0 RRU'S TO BE INSTALIED IS DEfAILE� INSTALLATIONS MUST BE DONE IN ACCORDANCE WRH THE MANUFACTURER'S � NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRIiTEN NOTCE TO pRpCEED ON TFIE CONSRtUCT�ON DRAWINGS. RECOMMENDATIONS AND INDUSfRY BEST PRACTICES. p PND TXE IS$�JqryCE OF WORK ORDER. SHEET NAME Z ��R�� 1. COLD SHRINK:ENCOMPA55 CANNECTOR IN COLD SHRINK NBING PND PROVIDE A DWBLE WPAP � iRF .ceu iNES�� MYBRID�BE SN LLBE�ON�Fl�PER THREICONSTRUCTION DRqWNCS ANDCTHE� OR EQUAL.�ICl�I TpPE EXTENDING 2'BEYOND TUBING.PROVIDE 3M COID SHRINK CXS SERIES SPRINT p CONTRACTOR SHALL KEFA 7HE SRE FREE FROM ACCUMUTATNC WASTE MATERIAL, pppLICABIE MANUFACTUftER'S REQUIREMEN75. O�RIS.AND TRASH.AT TNE COMPLEf10N OF THE WORK,CONiRqCTOR SWYL 2. SELf-AMAl6AMATNC TAPE:CLEAN SURFACES.APP�Y A DOUBIE WRAP OF SELF-AMALCAAlATINC SPECIFICATION REIAOVE FROM iHE SITE ALL REMAINMIG RUBBISH,IMPLEMENfS,7EMPORqRY �(�ypERS A:4 CONNEC7pp5_ TAPE 2'BEYOND CONNECiOR.APPLY A SECOND WRAP OF SEIF-AMALCAMATING TAPE IN OVPOSITE n i AN UR FURN�SH AND INSTALL 1/2'COA%JUMPER CA9�E5 BEtWEEN THE RRU'S AND DIRECTION.APPLY DpUBLE WRAP OF 2'WIDE ELECTRICAI.7APE E%TENDING 2'BEYOND THE 6 rnc.neu4;_. ANTENNAS.JUMPER$SHALL BE IYPE IDF 4,FLC 72-50,CR 540.OR FXI.540. SELF-PMALCAMA7ING TAPE. SHEET NUMBER � AfE CONTRACTpR AND SUBCON7RACTpR SWV,L PqOTECT IXISTING IMPROVEMp1T3 ��'�X���NOT ACCEPTABLE.JUMPERS BEIWEEN THE RRU'S AND 3. 3M SL1M LOCK CLOSURE 716:SUBSi1TU710N5 WII.L NOT BE ALLOWm. 1 PAVEMEN75,CURBS,UND$CApING ANU STRUCRIRE.Aryy pqµq�W PART SHALL BE 5 OR TOWFR TOP AMPLIFlER$SHAIL CqN5151'OF 1/2 INCH FOAM SP� 1 FPAIREO AT CONTRf�CTpR'S EXPENSE TO THE SATISFAC710N OF 7HE OWNER. ELECTRIC,OUTDOOR RATED COAXIAL CA6(E,MIN LENGTH FOR JUMPER SHALL 4. OPEN FLAME ON J09 SITE IC NOT A EPT F E 10"-0". SPRINT SPEQFlGTIONS q S�CTION 11 800 - INSTALLATION OF MULTIMODAL BAS SUPPORTING DEVICES: Sp�-�nt �"�� p STATIONS (MMBS) AND_RELATED EQUlPMENT HUBS AND BOXES: „ 0. INSTALL SUPPORTiNG DEVICES TO FASfEN��ICAL COMPONEM$SECUR0.Y AND 6100 SPRINT PARKWAY SUMMARY: PERMANENf�Y IN ACCORDANCE WITH NEC. 0. AT ENTRANCES Tp Cpg�NET'S OR OTHER E�UIPMENT NOT OVEftLANO PARK KS 6E251 HAVING INfECRAL THREADED HU85 PROVIDE MEfALLIC � � A iH15 SECTION SPECIFlES MMBS CPBINETS,PpWER GBINE75,AND INTERNAL EQUIPMENT B. COORDINAIE WRH T}IE BUILDINC SiFtUCNRPI SYS7EM AND WITH OTHER 7RNDE$. TMREADED NUBS OF THE SIZE M!D CONFlGURATiON REQUIRED. INCLUDINC BY NOT UMIIID TO RECTIFlERS,POWER DISTFtIBUTION UNITS,H45E 6AND HUB SHALL INCLUDE LOCKNIfr AND NEOPRENE O-RING SFPL.. UNRS,SURGE ARRESTORS.BATfERIES,ANO SIMRAR EQU�PMENT FURNISHED BY 7ryE C. UNLESS 07HFRWISE INDICATED ON THE ORAWINGS,FASTEN ELECiRICAL ITEMS AND ` PROVIDE IMPACi RESISfANT 105 DEGREE C PLASTIC BUSHINGS COMPANY FOR INSTALLATION BY THE CONiRA�TpR(OFCQ. TMEIR SUPPoRTING HPROWME SECURELY TO 1HE STFiUCNRE IN ACCORDANCE WITH TO PROTECT CABLE MSULATION. THE FOLLOWINC: ������t�� � 6. CONTRACTOR SHALL PROVIDE AND INSTAIl ALL MISCELUNEOUS MATERIALS AND PROVIDE 8. CABIE TERMINRTION FliTINGS FOR CONOUR ALL UBOR REWIRED FOR INSTAIJ.MION EWIPMENT IN EXISTiNG CABINEf OR NEW D. ENSURE THAT THE LOAD APPLIED BY ANY FR57ENER DOES NO�EXCEEU 25 720 CAPwooD AVENUE � CABINEf A$SHOWN ON DRRWINCS AND AS REQUIRE BY iHE MPLICA9LE INSfPLUTION P�CENT OF 1HE PROOF 1EST LOPD. 1. CABLE TERMINATORS FOR RGS COMDUifS SHALL BE 7YPE LITCHFIELD, MN 55355 � MOPS. CRC BY O-Z/GEDNEY pR EQUqL gy ppX TEC. E. USE VIBRATION AND SHOCK-RESISTANT FASTENFJtS FOR ATTA�HMENTS Tp CONCREfE C. COMPLY WIfH MANUFAC7URER5 INStALUTON AND START-UP REQUIREMENTS S�S' 2. CABIE 7ERMINATORS FOR LFMC SV41LL BE EfCO-CL2075: ' OR MADE FOR THE PURPOSE PRODUCTS BY ROXfEC. FULLEI�TQN j DC CIRCUIT BREAKER LABELING ELECTRICAL IDEN7IFICATION: a exrEaioa ruu soxES nrvo amt eoxes�N iNmaort e n c i n e e R e n G �e s i c n ° INWSTRIAL AftEAS SHALL BE PlA7ED CAST ALLOY,HEAW DUTY, � A. NEW OC CIRWR IS REWIRED IN MMBS CRBINEf SHALL BE CLEARLY IDFMIFlEA 0.S TO A UPDAtE M1D PROVIDE iYPED qRCUtT BRFAKER SCHEDULES IN 7HE MOUNTINC �`TMERPROOf,UUST PROOF,WITH GA$KEf,PLATEO IRON 960o W.B0.YN MAwR AVE.,SUIiE 200 � RRU BpNG SERVICm ALLOY COVER AND STAINlFSS STEEL COVER SCREWS, ROSEMONT,IWNOIS60018 BRACKET,INSIDE WORS pF AC PANEL BOARDS VATH ANY CHAryGES MADE TO THE CROUSE-HINDS WPB SERIES OR EQUAL. TEl:e9]-292-0100 SECTION 26 100 - BASIC E F(`TRICA R Q IR WFNTS A���M' Fnx:en.zsz.omc G B. BRANCH CIRCUITS iEEpING AVIA710N 085TRUCTION UGHIING EWIPMENT SHALL BE �. CONDUI7 OUTIET BODIES SHAIl BE PIATED CpST q(LOY WI7F1 www.FUn�r�anEnginecr�q.com �M��' � CLEMLY IDENTIFlm A$SUCH AT THE BRANCH CIRCUR PANEIgpARD. SIM�UR G45KETED COVERS.OUTLEf BODIES SHALL BE OF 7HE � THIS SECTION SPECIFl6 BASIC ELECiPoCAL REOUIREMEN75 FOR 515TpA5 AND COMPONEN75. CONFlGURATION AND SIZE SURABLE FOR THE APPLICATION. crccKCO er: RI � PROVIDE CROUSE-HINOS FORM 8 OR EQWL. ncvaavco er. MB QUALITY ASSURANCE: E. MFNUFACTURER FOR BO%ES AND COVERS SHALL BE HOFFMAN, on� oESCnivnou w.. � SWARE b�,CROUSE-HINDS,CAOPER,ADPIET,API�I.E7pry, ZI��/14 909.REVIEW JG ALL EQUIPMENT FURNISHED UNDER OMSION 26 SHqLL CARRY UL lABE15 PNO USTINGS 0-Z GEDNEY,RACO,OR APPROVED EWAL 4/7 14 FINAL JG � WHERE SUCH tABELS AND USTINGS ARE AVAlLA9LE M THE INOU5IRY. B/d/14 REVISION JG � B. IAANUFACTURERS OF EQUIPMENT SHALl HqyE p MINIMUM OF THREE YEARS IXPERIENCE � WrtH THEIR EOUIPMENT INSTALLED AND OPEftATINC IN 7HE FlELD IN A USE SIMILAR TO - 7HE PROPOSED USE i'OR TVIS aRaECr. SUPPLEMENTAL GROUNDING SYSTEM � �. e RI�c u0 [aqPMENT�qU,Mp7Ep�qLS pND EOUIPMENT SPEC�FIW iN DMSION 28 A FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSiEM TO THE EXTENT OF THE 54ME 7YPE SNALL BE pF THE SAME MPNUFACR/RER AND SHALL BE NEW,OF INDICA7fD pN THE DRAWINGS.Sl1PPORf SYSTEM WITH NON-MACNEfi $T/JN S N THE BEST QUFLTY pND DESIGN,qNp FREE FROM DEFECTS SECTION 26 200 - ECTRI A MAT RIALS AND QUIPM NT � � STEEL CLIPS WITH RUBBER CROMMEIS.GROUNDINC CONNECi0R5 5�� ��(j SUPPORTING DEVICES: CONDUIT: � COPPER WIRE,SIZES AS INDICATED ON THE ORAWINCS.PROVIDE � N hat this plan,specificati ��OI' SOUD BARE OR INSUTATED CONOUCTORS EXCEPTm AS OTHERWIS� s Pre red by me or under my ect A ALL EWIPMENT FURNISHED UNOER OMSION 26 SHRIL CAftRY UL IABELS AND LJSTINGS A RIGIO CPLVPNIZFD STE0. SU ervis3on flfl t�l$t � am a duly Lic �sed N�HERE SUCH U9EL5 AND lISTINGS ARE qyqILABLE GJ THE INOUSIM'. (RGS)CONDUIT SHALL BE USED FOR EXIERIOR LOCATIONS B. SUPPLEMENTAL CROUN�INC SY5fEM:ALL CONNECTIONS TO BE MPDE��aI E ineer under the IBWS �tI7 ABOVE GROUND AND IN UNFlNISHm iNiIItIOR LOCAlIONS AND FOR ENCASED RUNS �LDS,E7(CEPT AT EQUIPMEM USE LUCS OR OTHER qyqIUBLE CRO 9 B. MNNUFACNRERS OF EQNPMENf SHALL HAVE A MM7IMUM OF THREE YEARS EXPERIENCE IN CpNCRE'fE. RIGID CONOUIT AND F1TfINGS SNALL BE SfE0.,CMTED WITN ZINC AS REOUIRED 6Y MANUFACTUREft;AT CROUND BARS USE iW0 HOLE nnes ta. - WRH THOR EWIPMENT INSTALLm AND OPERATINC IN THE FlEIA IN A USE SIMIIAR TO ExTERIOR AND INTERIOR BY THE H0T DIP GALVANRING PROCE55.CONDUIT SHALL BE No ox. Pr{nt Name: E !RY M.BELLAGA � THE PROPOSED U5E iOR THIS PR0.IECT. PRODUCm TO AN51 SPECIFlCATIONS C80.1,FEDERAL SPEqFlCAIiON NM1V-C-581 AND SHRLL BE IJSTED WITH THE UNDERV/RITERS�LA60RqTOR�ES.FlTfINGS SHALI BE C. STW.EN GROUNO-BARS:IN THE EVENT OF STOIEN CROUND BARS,CONTACT SPRI � C. MATFltluc AN�FaUIPAAENrv THREADm-SET SCREW OR COMPRESSION Fl7TINC5 WILL NOT BE ACCEP7ABLE.RGS CM FOR REPIA�MEM INSTRUCTIpN USMG THREADW ROD KITS. - . ALL MATERW.S AND EOUIPMENT SPEdFlED IN OMSION 28 OF THE 5.4ME TYPE SHALL BE CONDU(fS SHALL BE MANUFACNREU BY ALUEp,REPUBLIC OR WHEA7UND. SI9fl8tU ' OF iHE 54ME MANUFACNRER AND SHALL BE NEW,OF 7HE BEST QUALITY AND DESICN, AND FREE FRpM DEFEC75 - B. UNDERGROUND CONDUR IN CONCRETE SNALL BE PO�YVINYLCHlORIOE(WC) SURABLE FOR DIRECT BURIPL AS APPLICA9LE.JOINTS SHAIL BE B0.LED,AND FLUSH Date: License# ��1 N SUPPORTING DEVICES: SOLVENi WELDED IN ACCORp4NCE WITH ML4NUFAC7URER'S INSTRUCTIONS.CONOUR SIGNED DATE: �/4/�nt4 SHALL BE CARLON ELECTRICAL PRODUCTS OR AVPROVED EQUAI. EXISTING STRUCTURE: SITE NAME a REQURQAEN�PftW)DE P20DUPCfS BV THERFOI,LpWINGJ:ECT TO COIAPUANCE WRFi C. TRANSITIONS BEPNEEN PVC AND RIGID(RGS)SHPLL BE MADE WITH WC CpqTEO A. E%ISTINC EXPOSED WIRINC ANO ALL EXPOSED OUTLETS,RECEPTACLES,SY/ITCHES, MN003O-APPLE MEtAL1,IC LONG SIYEEP RADIUS ELBOWS. DEVICES,BOXES,M!D OTHER EQUIPMENT TI{4T ARE NOT TO BE UfILRED IN THE I. AWED NBE PN�CONDUI7 � COMPLE7ED PRWECi SHALI.BE REMOVED OR DE-ENERGIZED AND CAPPED IN THE VALLEY - D. EMT OR RIGID GALVqNIZm STEEI CONUUIT MAY BE USED IN FlNISHED SPACES WAU,CFJLING.OR FLOOR SO TIiqT THEY q{tE CONCEPLEO AND SAFE.WALL,CEILINC, 2. B-UNE S15TFA1 CONCEAI,ED IN WA��,$pryp(�IL.INGS.EMT SHALI BE MILD STEEL.EIECTRICqLLY pR Fl,OpR SHALL BE PATCHm TO MATCH THE ADJACENT CONSTRUCTION. SYNERGY/FZ WELDED.EIECiRO-CALVANIZED OR H07-DIPPW CAIVANIZED PND PRODUCED TO 3. SUNISTFtUT qVER51flE0 PRODUCTS . ANSI SPECIFlCATION C80.3,FEDERAL SPECIFlCATION WW-C-563.AND SHALL BE UL STE LD. 115TED.ENT SHALL BE MANVFACTURED BY AWED,REPIJg(JC pq WHEATLAND,OR 4. iHOMqS R BETTS MPROVEO EQUAL FlTTINGS SHALL BE METALLIC COMPR6510N.SEf SCREW CONNECT70N5 SHALL NOi BE ACCEPTABLE. MS7OXC44H z e. Fas�NEas:iraes,tiamuus,r�rvo corisrnucnoN�aTURes as Fauows: CONDUIT AND CONDUCTOR INSTALLA710N: � E. UQUID TICMT FLE%IBLE METALLIC CONDUIT SHALI BE USED FOR FlN4L CONNECTION � 1. IXPANSION PNCHORS:CARBON STEEL WEDGE OR SLEEVE 7YPE. TO EQUIPMENT. FlTTINGS SXALL BE MEfALtIC CLAND 7ME COMPRESSION FlTTINGS, MAINTAINING THE INiEGRRY OF CONDUR SYSIEM.SEf SCREW CONNECTIONS SHALL 0. CONOUI75$HA�y BE FASTENED SECURELY IN PLACE WITH APpqpyEp SITE nDOftE55 � 2. POWER-URNEN THRFMED SR1D5:HEAT-TRFATED STEEL,DESICNFA SPECIFlCALLY FOR NOT BE ACCEPTABLE. MAXIMUM LENGTH OF Fl,pOBLE CONDUIT SHALL NOT EXCEEO NON-PERFORATED STRAPS M!D HANGERS.IXPLOSNE OEVICES FOR ATTqCHING THE INTENDED SERVICE 8-FEEf.LFA1C SHALL BE PROTECTEp AND SUPPORTED AS REQUIRE BY NEC. HANGERS TO STRUCNRE WILL NOT BE PERMITfED.CLOSELY FOI1pW THE UNES OF MANUFACTURERS OF FLD(IBLE CONUUITS SHNl BE CARp4 ANP.CONDA METPL HOSE � THE STitUCTURE.MAINTAIN CLOSE PRO%IMITV Tp 1HE STRUCiURE AND KEEP ��39 128TH STItEET W, ET 3. FASTp!gY MEANS OF WOOD SCREWS ON WOpp. OR UNIVERS4L MEfAI HOSE,OR MPROVED EQUAI. CONDURS IN TCHf ENVELOPES.CHPNGES IN DIRECTION TO ROU7E pROUND �P�����MN 55124 4. TOGGLE gpLTS ON HIXLOW Mq50NRY UNIfS. OBSTACLE$SHALL BE MADE WITH CONDUIT OUTL.ET BODIES.CONDUIT SHALL BE F. MINIMUM SIZE CONWIT SHALL BE 3/4 INCH(21MM). INSTAL(.Ep IN A NFAT ANO N'ORKAMN�IKE MANNER,PARAU.EL AND PERPENDICULAR TO STRUCTURE WALL AND CEIIJNG UNES.ALL CON�UR SHq1.L BE FlSHED TO CLEAR SHEET NAME 5. CONCREfE INSERTS OR EXPANSION BOLTS ON CONCREfE pR SOLID MASONRV. G. PROTECf ALL AREAS qpdq�ENT TO WELDING AND/OR GRINDING OPEftAl10N5 T[l PREVENT OBSTRUCTIONS.ENOS OF CONDUffS SHAIL BE TEMPORARI�V CAPpED 70 PREVENT 6. MACHINE SCREWS,WELDEp 7HREADED SR1D5,OR SPitINC-TENSION CUMPS ON ���E OF SURROUNDING INTAC7 Pq�117 SYSfEM(5). CONCREfE,PUSTER OR DIRT FRpM QJTQtING.CONDUIfS SHALL BE RIC,�DLY SPRINT p SfEEL. ClM1PED TO BOXES BY GALVANIZEU MALlEABLE IRpfV�15HING ON INSIDE AND H. EpCH CABINEf,CpBLE,p{t CRWP OF CABLES QF ROUTEp 7pCETHER),SHOUID INCLUOE �LVANIZEA IMLLEAgIE IRON�OCKNUT ON OtlBIDE AND INSIDE SPECIFICATION 7. DfPLOSNE DENCES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOi BE A TAC CLEARLY IbENTIFYINC IT AS SPRINT EWIPMENT.CA91�,5 SHALL BE MARKED AT PERMITim. . THE 84SE OF THE TOWER,AT 1HE TOP STIFFENER(WHERE THEY 7RANSRION FROM �NDUCTORS SHALL BE PUILED IN ACCORDANCE WiTH ACCEPTEU GOOD PRACTICE. VERTICAL TO HORIZOMAI)M!D AT 7HE ANTENNA LOCRTION. SHEET NUMBER 8. DO NO7 WEID CONDUIT.PIPE SfRAPS,OR ITEMS OTHER 1HM!THREADED STUDS TO NO WELDING OVER COAiEO STEq SU(iF,q(�5 IS PERMISSIBIE THE CqNTRACTpR IS S7EEL STftUCTURES. 4 S P�� . RESPONSIBLE TO ADEIX1ATElY REMOVE ALL COA7INCS BEFORE WEtDINC.ALL AREAS THA7 - 9. IN PARTITIONS OF LIGM STE0.CONSTRUCiION,USE SHEET MEfRL SCREWS. REpUIRE WELDING ARE TO BE PgRpSryE BUSTED OR GROUND BEFORE ANY WELDINC IS STARiED.AFfQ17 WORK IS COMPLEfEp SITE IS TO BE RETURNW TO PERVIOUS CONDITIONS � � ABBREVIATIONS . � A/C AIR CONDITIONER S p ri n t � F AFF ABOVE FINISHED FLOOR �:�, ACl ABOVE GRADE LEVEL "- � AMSL ABOVE MEAN SEA LEVEL 6100 SPRINT PqRKWAY APPROX APPROXIMpTE OVERLANO PARK, KS 66257 AWG nMERICAN WIRE GAUGE �E) ��STINC � BLDC BUILDING BLDG. GRASS/TREE (E) � � BTS BASE TRANSMISSION STATION (E) AftEA BLDG. CAB CABINET BLDG. �E) ,_ �E� C0� COLUMN .. BLDG BLDC. CONC CONCREfE ' ���� CND CONDUIT �a�������� DWG DRAWING -� - Ff FOOT(FEET) 720 CAPWOOD AVENUE EGB EOUIPMENT GROUND BAR ' LITCHFlELD. MN 55355 EIEC ELECiRICAL ���� `�' .. ELEV ELEVATION -� �� EMT E�E�TR���MEj����T�B�N� - � FULLEI2TON � EQU�P EOUIPMENT � (E) EXISTING '--128i- � , FND FOUNDATION H STREET WEST�� E N 6 4 N E E R I N f..��p E 5 1 G F+ � GALV GALVANIZED GND GFOUND 9600W.BftYNMAWRAVE.,5URE200 i GPS GLOBAL POSITIONING SYSTEM ... " ROSEMONT,ILLINOI560018 IN INCH(ES) �� .". � TEL84]-292-0200 V LB(�) POUND(5) FAX:Bq]-293A306 C (E� www.FUlkrronEngineering.com - MAX MAXIMUM BLDC. " MFR MANU�ACTURER [o Br: RI ; MGB MASTER GROUNO BAR �� � MIN MINIMUM ppvROVED Bv: b1B MMBS MUITI-MODE BASE STATION BLDG. "� wrF � NEC NATIONAL ELECTRICAI CODE �E� BLDG. 2/21/74 90%`REVIEW JG w NOM NOMINAL BLDG. 4/7/14 FlNAL JG � NTS N0T TO SCALE . B 4/16 REVISION JC 3 NV NETWORK VISION � � OE/OT OVERHEAD ELECTRIC/TELCO POS POSITION E) � RGS RICID GALVqNIZED STEEL � ' BLDC. RRV(S) REMOTE RADIO UNIT(5) �'�� n SF SOUARE FOOT �� ° STL STEEL i T&B TOP&BOiTOM � r� roc I her by certify hat this plen,specNicatl �,or reo ro se oEreRUiNEO � re o Was r red b 11�e or undef m ct lYP IYPICAL P p Y Y UE/UT UNDERGROUND ELECTRIC/TELCO (E) EXISTINC ACCESS ORNE $Up NISjO{l 8fi tf13t � 8.TT1 5 duiy Lic �SBd uNO UNLE55 NOTED OTHERWISE e�oc. Prot ssional E gineer under the laws �th w% w H���N`iE�o $tat oi Minnes ta. XFMR TRANSFORMER P(Ifl NSI7�@: E RY M.BELLAGA USC US CELLULAR �/— —^�--$EE A-2�AR EHLAitGED . SYMBOLS .. ... � o � SRE PIAN Stgn tu • � REVISION �� I .� I � 0 woRK Pow. I EW SPRINT 2.5 ANIENNA Dat : Licettse# 4301� �Q� UTILIiV POLE BLD. I� � �E A-B FOR DEfA1L5����� SIGNED DATE: �/a/�n14 ❑ SITE NAME w . � BRICK � � � __ I MN0030-APPLE � coMaResseo sTONe � VALLEY XISTING EXISTING � CONCRETE CRAAREAREE O�ERP ^(�PT�NG CHAIN LINK FENCE XISTING SYNERGY/F2 5'o�v�a�c�-o�q �� 7 / CRASS/TREE SITE I.D. " p60-0��o a-_o�� GRAVEL .. / � AREA-� z �77�� �/ � MS70XC448 � ILLLL_CL/J1d MASONRY �U1�L1LL11 SiEEL .. Y ------- CENTERLME SITE ADDRE55 ------- PROPER7Y LINE - ---�--- LFASE LME 7738 128TH STREEf W. ------- FASEMENT LINE � - FENCE �—X—X— CHAINUNK �'PLE VALLEY,MN SS124 ❑ ❑ W000 C}—O WROUGHT IRON � -�—E— ELECiRIC SNEET NAME W -�c�E— WERHEAD � � —�lE—UE— UNDERGRpUND OVERALL � —F--F— FlBER --0E--0E— OVERHEAD -�F'—�F— UNDERGROUND —T—T— re�eaHONe � SITE PLAN —�—�F— OVERHFAD —UT—L1T— UNDERGROUND SHEET NUM@EP —�C—DC— DCPOWER 0 30 � 60 90 �_� L�L�q . sECrioN ReFERENCE OVERALL SITE PLAN � g � �� . SCALE: 1"= 60'-0" .� , .r ,. _ Sprint �� 6100 SPRINT PARKWAY � � OVERLAND PARK KS 66251 1B 0 3 � EXISTING FENCE LWE rII . TEXISTING ACCESS CATE(NP.) ( j � . / I ��/��l�i�r XISTING CONCRETE PAD 720 CAPWOOD AVENUE — UTCHFIELD. MN 55355 �ISTING �RA��pE�`� FULLERTON � �'AR / EXISTING CONCRETE STOOP Y £NGI!#EERINt��DEStGN ° EXISTING CHAIN UNK fENCE(iYP.) 9600W.BRYNMAWRAVE.,SUITE200 ��+� ROSEMONT,IW NOIS 60018 '7+:;- TEL:B41-292A200 FAX:Bq]-292A206 2, EXISTING ACCESS DOOR ("fYP.) G v�v � www.WAerconEr�gineering.com — � .j, EXISTMG MMBS/BBU CABINETS INSI�E 3 � Wv`� � / ExISTINC SPRINT SHELTER cNCCKED er: RI � �� ` � vaov[D er: MB 9�' `� / onre o[scaivnoH wr ° ,�_� � � z/zi/ia so�REViEw �c W � } f' � 4 7/14 FINAL JG � �" � 8/4 14 REVISION JG o 'o; XISTING SPRINT NV ANTENNA (ttP. OF 3) � — � � ,�- EXISTING CPS ANTENNA(TVP.) � exisTiNC saRwT Nv aau's 1 hereby certify hat this plan,SpBCiflCHti F�,OI' (rvP oF e> report was pre red by me or under my ect exisTwc ice erzioce(rra.> supervislon an that t 8m a duly Li �ed x�srir,c roweR�ec Professfonaf E gineer under the laws �th FouNOnnoN(TVa.) State oi MiMes ta. Print Name: E RY M.BELLAGA � EXISTING SELF SUPPORT TOWER � NEW SPRINT 2.5 RRU(TYP.OF 3) Signatu • SEE A-8 FOR DETAILS NEW SPRINT 2.5 ANTENNq Date: license# 4301 N (IYP.OF 3) SIGNED DATE: _A/4/��14 _ SEE A-8 FOR DETAIL$ SITE NAME � ExisTiNC MN0030-APPLE �w sHE�TE� VALLEY - ■ SYNERGY/F2 _ — � SITE�.D. MS70XC448 � SITE ADDRE55 — nse izenr smeer w. EXISTING CLEARWIRE �71F VALLEY.MN 55124 CABINET ON CONCRETE PAD SHEET NAME � ENLARGED � � SITE PLAN SNEET NUMBER 0 2 4 g ,Z� A-2 = ENLARGED SITE PLAN � . SCALE: 1/8..— 1• 0.• � � STRUCTURAL NOTES/SPRINT STRUCTURAL SERVICES ANTENNA NOTES: COMPLIANCE NOTE: � � 1.FULLERTON ENGINEEPoNC CONSULTAN75,INC.CERTIFlR THAT 1. CANTWCTOR SHALL VERIFY WIAi SPRINT REPqESENTATVE *„� a SPRINTS EMIRE ANTENNA$TRUCNRE.INCLUDING TOWER PIpTF'pqMS, TME UTEST REVISION TO THE RF INFORMATION. SECTOR: � S p ri n t ARMS AND AI.L O7HER ASPECTS OF THE STRUCRIRE WILL SUPPORT " THE SPRINf 2500 EWIPMENT DEPlOYMENf. 2. PLL ANTENNA AZIMUTHS ARE TO BE TAKEN fROM TRUE AZIMUTH: 330' 2.STRUCNRAL EVA�UAIION HAS 9FII�!pp2FpRMED TO ASSE55 THE NORTH. N �9 EXISiINC SELF SUPPORT TOWER 6100 SPRINT PARKWAY ADEOUACV OF EXISTING M!D/OR PROPOSm$7FiUCTURE$70 �� OVERLAND PARK, KS 66251 n^TMST^NO TME�aw�crs�r+oM THE SPRINT 2500 EOUIPMENT RF WARNING SIGNAGE&EMERGENCY SIGNAGE ExisriNC sPRiNr Nv RRU � DEPLOYCIENT.CON7pACTpR TO Cpp{tpiNATE WI711 ppp,)ECT/MNp.GER (TYP. oF 2 PER SECTOR) To oaraN n covr NOTE: 3.CONiRACTOR 70 REFER TO STRUCNRAL CALCULATIONS OF THE COMRACiOR TO CqNFlRM TFIAT THE SITE IS COMPLUWT WI7H RF 70WER FOR RDDIiIONAI LOA�S.NO ERECTION OR MODIFlCATION OF WARNING SIGNAGE h EMffRGENCY SIGWIGE 0.S REQUIREO BY 7HE EXISTING SPRINT NV ANTENNA ?NE SiFiUCTUPE SH4LL BE MADE WITHOUT APpROVAL OF hIE FEDERAL CUIDELINES CONTAINm WRNIN OET 65 BULLEfIN k AS (ttP. OF 1 PER SECTOR) �u���,�t�,�y p STRUC7URAL ENGINEElt PER SPRIM GUI�qJNES. t SECTOR: Z 720 CAPW000 AVENUE - eooi�90p AZIMUTH: 100' uTCHFiE�o, uN ssass T I^ I NN EXISTING OMNI AMENNA MHZ ELEV:= 155'-0"3 q,G.L. EX'ST'"�SPR'"T EM°TM FULLEI2TON � MOUNTING PIPE(TYP.) . F.NG4MEERIN�G=DESIGN ° T/OF E%ISTINC SELF SUPPORT TOWER %OOW.B0.YNMAWRAVE..SUIiE200 ELEV. = 140-0 3 A.G.I. ROSEMONT,ILLINOIS 60018 . TEL:B47-292-0200 FAX:B4).292-0206 � �OF EXISTING ANTENNAS ____� www.FWlermnEngineering.com - ELEV = 137'-0"=A.C.L � EXISTING SPRINT NV AMENNA rk.Of IXISTING SPRMT NV ANTEryNA(5)$ cwECrcEO m: RI ', (3 TO7AL) .rk OF NEW$PRINT 2.5 ANTENNAS avvawco av: MB � � ELEV. s 12S-0 t A.G.L o�; iNr � I w*e ocscaivriorv z/zt/ia so�REViEw �c � EXISTING SPRINi NV RFU'S �OF EXISTING ANTENNAS A/7 14 F�Nq� �� � (6 TOTAL) � ELEV. _�19'-0}A.�.�. `�---� � 8 4/14 REVIS!ON JG '' NEW$PRINT 2.5 RRU SECTOR: 3 � 3 (a torny AZIMUTH: 210' � _ NEW SPRINf p.5 ANTENNl1 � (3 TOTAL) �oF exisnNC oisH nNrENNns �h�te cert ' Hat thfs plerl,specificati �,o► ELEV. = 100'-0't A.G.L --� 0 1' 2' EXISTING ANTENNA&RRU LAYOUT scA�E: �pj�OtY 1�V�4 r red by me or u�der my ct ExisriNC HreRio cae�es Isio �n that 1 atT1 8 dUly Lic �ed ROUTED ON EXISTINC CABLE __�OF EXISTING�ISH ANTENNAS 7RUE � uooeR E«r. = ea-o°f n.c.�.- '-� r+orm� SECTOR: 1 Protessionat E gineer under the laws �th (naartox.�ENCrH= i so't) �acN�nc AZIMUTH: 330' State oi Minnes ta. rvoRn�� Print Name: E RY M.BELLAGA $e o�co rE°N "$ Signatu • � xisnNC saRwT EMpn EXISTING SELF SUPPORT TOWER MOUNTING PIPE�ipg�te: License# 4301 N � SIGNED OATE: ?/4/��16 XISTING SPRINT NV RRU . SITE NAME (Tra. oF z PER secroR> MN0030-APPLE aoo.,90o VALLEY exisnNC oMNi aNrENNn— "'"= SYNERGYlF2 - SECTOR: 2 sirE i.o. � AZIMUTH: 100' N � . EXISTING SELF SUPPORT TOWER MHOO � MS70XC448 � SITE ADDRESS ' NEY7 SPRIM 2.5 AN7ENNA EXISTING SPRINi NV ANTENNA (7YP.OF 1 PER SECTOR) _ (TYP. OF t PER SECTOR) SEE A-8 PoR DEfAILS 7�38 128TH STREEf W. EXISTING GPS ANTENNA �Zy APPLE VALLEY,MN 55726 � EW SPRINT 2.5 RRU EXISTING CHAIN LINK � (TP.OF 1 PER SECTOR) SHEET NAME . FENCE(NP.) EXISTING MMBS/BBU CABINETSINSIpE �°a $EE A-8 FOR OETAILS TOWER EX�STING SPRINT SHELTER y., ?YA�' ELEVATION& p SECroR: 3 ANTENNA LAYOUT a � AZIMUTH: 210' � SHEET NUMBER i/GRADE o , z 4 8� A-3 SITE ELEVATION , sca�e i"= zo'-o" 1 FINAL ANTENNA&RRU LAYOUT scA�E: 3/i6"= i�-o° 3 � . EW 3"0 S7p.MOUNTING �4 PIPE(MIN.LENCTH 8�) . S����� r, � EW ANTENNA MOUNfING � �.. BRACKEf(IYP.) . 6100 SPftINT PARKWAY � N� EW JUNCTION OVERIAND PARK KS 66251 ANTENNA -----NEV!2.5 RRU CVLINOER �T�) — � EW FlBER AND POWER � CABLES FROM JUNCfION I � r / CriINDERS TO RRUS I lZ7�/�o,�rfsr EW flBER JUNC710N CYLINbER � ]20 CAPWOOD AVENUE � / LITCHFIELD. MN 55355 � NEW POWER �Z)SiEEI- JUNCTION C111NDER ° JUNC710N CYLINOER �N�� / � Mo��„N�B��K� � FULLEIZTON � ATfACHMENT � � � £NGIN€£41NG�DESIGN ° �' I OUMING PIPE �� 9600 W.BRVN MAWR AVE.SUITE 200 � NEW PIPE MOUNTS SHqLL � I ROSETO B4,�IZ9201�0018 ' INCLUDE WELDm�FIT1ED � / FAX:89I-292A206 o I CAPS AT EACH END. �._� G www.FullcnonEnginc nngsom - CNE<xco Bv: RI NEW RET XISTING POWER JUNCTION CYLINDER MOUNTING aao�o er�. Mg �B���� AND GIBER CABLES oESCRirnoH (TYP.OF 2) a ROUTED TO EXISTING p�y�� � �" �^'�� P`.. NEW ��2• RRU EQUIPMENT � 4/7'�i'4 90 FINAL� JG � JUMPER —{xISTiNG MEDUSA BOx � FROM RRU B 4/14 REVISION JG � ro^"TE""^ x�sriNC � s�e° NOTES: 3 �� HYgRID CAB�E 1.ALL NEW EOU�PMENT MUST BE PAINTEp Tp MqTCH 7NE FOR EXACT SIZES OF EQUIPMENT COLORS OF THE.TOWER ON WHICN THEY ARE MOUMED. TO NEW ANfENNA&NEW RRU 2.INCLUDE NEOPRENE.A METAI SHIM AND CaORm SEE A-7 (TO AIATCH THE TOWER)TAPE AS NECESSARV BENEATH � AD MOUND THE CUMPS,ANGLE ADAP7ER5.EfC. I hereb certi hat this plan,specificati �,or ANTENNA,RRU AND BREAK-OUT MOUNTING DETAIL SCALE: 3/8" = 1'-0° � NOT USED r��Lt�@ e red by me o�under my ect fo that I am a duly Lic b'sed ACTUAL WATER TANK PAINT COD • ProtessEonai E gineer under the laws �th State oi Minn ta. 1. PAINfING OF ALL NEW REMS,AND REPNft OF ALL UAAIAGW MFAS OF THE TOWER WILL BE REOUIRED.SURFACE PREPARAl10N 12,SPEqFlCAT10N5 MPLY TO BOTH SHOP AND FlELD COATING. P(Iflt N8T0: � E RY M.BELLAGA AND PAINTING REOUIREMEN75 ME AS fOLLOW$: 2. REMOVAL ALL SURFACE CONTAM�NAN7$IN ACCORDANCE W�TH SSPC-SP-1 SOLVENT CLEANING.DO NOT USE HYDROCARBON �3.E%TERIOR SURFACE SPOT REPAIR AND RE-COATING: - SOLVENTS ON SURFACES TO BE COA7E0 WI1H Wp7pi gpSEp COAIiNG Signatu � i.SPOT PRIME AND FlNISH COFT REPAIRED AREAS AS SPEQFlEU BY MANUFACNRER.THE COATING SYSTEM SHALI MATCH THE EXISi1NG COATING SYSTEM ON THE TOWER.THE EXiER10R PRIMER SHALL BE TNEMEC HYDRO-ZINC SER16 91-H2O,2.5-3.5 3. UNDER THE DIRECTipry OF 7HE ENCINEER,SPOT REPAIR THE TANK PND TOWER SURFACES WHERE THE COATING HAS BEEN MILS DRY FlLM THICIWESS.THE�Ff OF THE PRIMER AT ANY MUMUUAL SPOT MEASUREMENT LOCAiION SHALL B�g�N�� LIC0�1S9 II' �Di N DAMACED BY STRUCNRAL REPNRS AND MODIFlCATIONS,TO AN SSPC-SP-10 NEAR WHIIE MEfAL BLAST CI.FAN.TryIS WORK MINIMUM.THE flRST EXTERIOR INTERMEDIATE COAT SHALI BE TNEMEC HI-BUILD IXPDXOLINE SERIES 66 OR TNEME-FAS SICNED DATE: -�i�a/�ota INCLUD6 HLL NEW ITEMS AND AT OTHER AqEqS pqA�q�m gy����REPPIRS OR MODIFlCATIONS.FEATHER EOGES OF SERIES 167,4.0-6.0 MItS DFT.THE DFf OF THE PRIMER PWS FlR57 INiERMEWiE COAT Ai ANY INDMDUAL SPO7 IXISTINC COATING,AT SPOT BLASfED AREqS,USING SSPC-SP-J POWER TOOL CLFANING MEfHODS. MEASUREMEM LOChTON SHALL BE 6.5 MIlS MINIMUM.iHE SECOND E%TERIOR INTFRMEDW7E COAT SHALL BE TNEMEC SITE NAME 4. BEFORE ANY PRIMQt OR COATING IS APPLIED.A1EfAL SURFACES SHALL BE COMPLEfELY DRl,DU5f FREE,INSPECTED,AND I OMDUPLISP07 MEASUREMENT LOCAliON SHAL E 9.S MILS�INMUM.ftTHEEXTERIOR FlNISMECOA�TUSHALL BE TNEMEC MN0030-APPLE APPROVED BY THE ENCINEER. . ENDURASHIELD II SEPoES 1075-COLOR,3.0-5.0 MILS DFf.THE TOTAL DRV FlLM THICKNE55 INCLUDINC 7HE PRIMER AND iHE VALLEY FlNISH COAT SHALI BE 12.5 MIL$MINIMUM-19.5 MIL,S WITH AN pyERpGE OF 16�.0 MILS DFf.THE MINIMUM DRY FlLk 5. NO COATING SHPLL BE PERMITiED WHEN THE RELqTNE HUMIDItt IS E%PECTED t0 EXCEED 85R OR TEMPERATURE IS EXPECTED THICKNESS OF THE COATING AT ANV INOMDUAL SPOT IOCATION SHAt1 BE 12.5 MLLS.COLOR SHALL MATCH THE EXISTING SYNERGY/F2 TO DROP BELOW 40 DEGREES WfiHIN 8 HOURS AFlER THE APPUCATON OF THE COATINC.PROCEEp W�7N SURFACE PREPAHATIpry COATING TO 7HE OWNE'S SATI�ACTION.COLOR DRAWDOWNS SHALL BE OBTAINm FROM THE PAINT MANUFACTURER FOR THE AND COATINC APP��pnON ONIY WFIEN AIR AND SURFACE TEMPERANRES ARE ABOVE 7HE MANUFACNRER'S RECObIMENDED RESERVOIR OWNER TO CIXJFlRM COLOR SELECTIN(S). SITE I.D. MINIIAUM SURFACE TEMPERANRE AND BELOW 100 DEGREES F,PND SURPACE TEMPERqTiJRE 5 AT LEAST 5 OECRE6 ABOVE WEf BVLB NR TEMPERATURE RFADING.COAiiNG SNAl1 NOT�APP(JE�TO W57Y,WEf,pFt pqMP SURFACES.AN�SHALI NOT BE ii.EXTEPoOR COATING SHALL BE BY BRUSH ANU ROLLER ONLY. L" APPUm IN R/dN,SNOW,FOC,OR MISf.IF WpRKINC CONDITIONS ME OUESfIONABLE,iHE ENCINEER SHAII IMKE TNE DECISION � MS7OXC44H AND THE CONTRl�CTOR SH4LL ACCEPT THE ENGINEER'S IN7ERPREfAT10N AS FlNAL AND BINDING. e. PRIME WAT MUSf BE APPLIm WITHIN 8 HOURS�ABRqSIVE BLASTING. 7. APPLY BY BRUSH ONE(1)ADDRIONfL COAT OF PRIMER TO INSURE A UNIFORM COAT OF PRIMfR 7HOROUGHIY WORKEO MTO SIrE ADORESS AND RROUNO RLL SEMAS,WEIpS,BOLT ASSE�dBLIES,PU7E OVERLAP SEAA/5,AND OTHER IRREGULPRIfIE$IN THE SURFACE � 8. FlMSH COAT SHALL BE UNIf'ORM IN COIOR AND SHEEN WITFIOUT SR2EA1(5,lAPS,RUNS,SAGS OR MISSED AREAS. 773b iZBTH�STREEf W. A( APPLE VALLEY.NN 55124 9. ANTENNAS,E%fERIOR COAX CABIES,AND EMERIOR JUMPER CAB(.ES TO BE PAINTEO TO MATCH IXISiINC TANK COLOR.ALL ITEMS ATTACHED OIRECILY TO 1HE TANK,SUCH AS MOUNTING BRACKEfS AND SUPPORTS,SHOULD BE PAINTED TO MATCH EXISTINC TANK � COATING SYSfEM ANO COLOR.CABLES MAY REQUIRE SCMIFlCATON PRIOR TO COATING. SHEET NAME Z 10.IXPOSED COAXIAL CABLES:PRIOR 70 PRIMING.SOIVENT WIPE ALL D(POSED CABLES W17�{n{E RECAMMEN�Ep SOLVEN7.PRIME � TFiE CABLES AND JUMPER CABLES WI7H 2 COATS OF X-I-M CAq%CP9LE gpNDER$SEAIER(PRODUCT NO. 1738).AFfER SITE DE�AILS p PRIMING APPLY ONE FlNISH COAT TO THE CABLES AS DIRECTED BY 7HE ENGINEER. � 11.IF CALVANIZED MA�ERIAIS USm,THE GALVANIZED SURFACES MUST BE SOLVENT WIPED AN�BRUSH-BUSTED PRIOR i0 COATING. SNEET NUMBER � NOTES A�4 � � SCALE:N.T.S. 3 � � � Sprint ���' � � 6100 SPRINT PARKWAY OVERLAND PAftK KS 66257 - � � Fasr//�"o�f�r - ]20 CAPWOOD AVENUE — LITCHFIELD, MN 55.555 FULLEI�TON 4 � &NGIt1EERlkG�[f E41.M ° . 9600 W.BRYN MAW R AVE.SUITE 200 � ROSEMONT.ILLINOIS 60018 TEL:847-292-0300 FAX:84]-192A206 G www.FuflcrtonEnginecring.com — cNECxEO er RI cnaovco Bv: MB DniE pESCRianOu 2/21/14 907.REVIEW JG i � 4/7/14 FINAL JG � B d/14 REVISION JG 'o z � I heraby certHy hat this plen,specificati �,or report was pre red by me or u�der my ect supervision an that I am a duly Lic �ed Professfonat E gineer under the laws �th State oi Minnes ta. Print Name: E RY M.BELLA^A Signatu • Date: License# 4301� � SICNED DAiE: x/a/�o1a — �. � SITE NAME �',. MN0030-APPLE ' VALLEY SYNERGY/F2 - S�TE I.D. MS70XC448 � � SIiE ADDRESS � »ae izeni srn�r w. � APPLE VALIEY,MN 55124 � SHEET NAME - RF DATA � SHEET � SHEET NUMBER A-5 - , � i Sprint `��� ' 6100 SPRINT PARKWAY � - OVERLAND PARK, KS 66251 �u FQR/,��i���l' � � �� �20 CAPW000 AVENUE — LIiCHFlELD, MN 55355 FULLEI2TON 4 ENGIYEERlNG��AESIGN ° � 9600 W.BRYN MAWR AVE.SURE 200 . ROSEMOM,ILLINOIS 60018 TEL B4]-292-0200 FAX:84]-292-0206 k www.WllertnnEngineering.com — CHECKED Bv RI ' caovEO Bv: MB Dni[ 2/21/14 90�cREVIEW JG � A 7 14 FINAL JG � 6 4 14 REVISION JG o' I hereby certify hat thts plan,specificati ~,or report was pre red by me ar under my ct supervision an that I am a duly Lic �ed Professionat E gineer under the laws �ih State oi Minnes ta. Print Name: E RY M.BELLAGA Signatu • Date: License# 4301� SIGNED DATE: A/q/�nia SITE NAME MN0030-APPLE VALLEY SYNERGY/F2 - SITE I.D. MS70XC448 SITE ADDRE55 7738 12BTH STREEf W. � � � APPIE VHLLEY,MN 53724 SHEET NAME � RF DATA SCHEMATIC � SHEET NUMBER A-6 � '�, 4/6/8/10 AWC(8 CORE$) TECHNOLOGY � } nsne e a/s,nN—coq�o cu FIRSTRING SECOND RING �print ri��� MEOUSa ` Po� COLOR CODE eox �� wsuunon t�� � �� 1 HDPE OPTICAL CABIF JACKET 8OO#'I ' �LL�J,9Y: ��� 6100 SPRINT PAftKWAYf — �9��#� � +�❑���� OVERLAND PARK KS 66251 OPTICAL FlBER R NBE(4 EA) ' Y w ` � ' � POLYESTER FlLM WRAPPING TAPE �9OO�F2 �%-�Eb`}=6� �*. "• . �z . � � 1900#3 '�YELL�W� , ° . . orwH wiee 1900#4 'Y�4LflN� �QYl��CiA��t!' � CABLE FlBER � FlI i ca oPnc 800#1 YE�LOCS� �zo cnw✓000 nvENUE — CABLE MYLAR WRAPPING SHIELD � '" w, LITCHFlELD, MN 55355 2500#1 :Y�L�bW WHITE CABLE BENDING RADIUS Po�res�a wrsnaPiNC Tare 2500#2 Y�LLOW FULLERTON � 20 x CABLE DIM/EfER(DURINC OPERATION) 25 x CABIE DIAMETER(DURINC INSfALLATION) HDFRPE OUTER JACKET 1.218PERFfCABL,EWpGNT ENGdNEERING�DE51la(1 ° 1900 RRH�{1 . TECHNOLOGY INOICATOR 96a0 W.eRYN MAWa AVE.SURE 200 "' ROSEMONT,ILLINOIS 60018 �SECTOR�2 CABLE�2 TE189]-292A20U z . FAX:84]-392-0206 G w+nv.FUllcrconEngineering.com — rrPe � TrPE 2 TYPE 3 �" �". �..� ' cHECKE�er: RI 707AL LENGTH �•,40m -..70m ...72pm avpaovco ev: Me� ��' �t COLOR BANDING AT o..E EscRP.�oN HYBRIU POWER CAgLE AWC 8 1 PAIR, AWC 6 1 PAIR, AWG 4 1 PAIR, ��� �'_� UPPER TERMINATION 2/21/t4 90�REVIEW JG i CONFlGURATION AWG 10 3 PAIR AY/G g 3 PAIR AWC 6�PAIR �.... TO BE 3�� WIDE 4 7 14 FINAI JG � CABLE OIAAIEIER J2 mm 32 mm 36 mm ��� 8 a ia REViSioN ,lG � BENUING RApIUS 800 mm 800 mm 800 mm DC POWER FlBER 900 RRH/I � LC/PC—TO—LCPC l.0 PC-70—LCPC � OPTIC CABLE $INGLE MODE INGLE MODE LCSINGLE MODEC RRU POWER CABI.E SPEC AWG 10,4 PAIR AW� 10,�4 PAIR AWG 10,4 PAIR I hereby certity hat this plan,SPBC�I1CA�i �9,0/ NON USE POWQt ANO 2 PAtR POWER AND OGTIC 2 PAIR POWER M!D OPI1C 2 PAIR POWER AND OPi7C report was pre red by me or under my 6Ct OPTIC CABLE PROTECT�ON CABLE W�T�{pE PIPE CPBLE WffH PE PIpE �qgl.�yR}ry pE p�pE SUp91'YISIOII fl�l t�lat � am a duly Lic �S•BC� HYBRIDCABLE sECroR� Eessionat E gineer under the laws �th SCALE: N?.5. 1 (800Mhz Radt�te ot Minnes ta. �SECTOR�'2 CABLE,�z ame: E RY M.BELLAGA � . � SECTOR�3,�C�PBL��t1EtU . (1900Mhz RADIO�1) FUNCTIONAI DIAGRAM �^' '��� r� License# 4301 N ��"'� :�-7� ., rp�g�..�� sicNeo onTe A/a,��oia — �;; ,;,�� SECTOR 2,CABLE 4, SITE NAME MPO BOX (800Mhz RADIO�/1 ANU 190Mh2 RA010/1) FlBER 7 OPf1C JUNCT70N CYUNDER �`� ��:a� MN0030-APPLE MPO CONNECTOR �, .� ��� VALLEY SYNERGY/F2 � 2500MHz RADIO CALIBRATION CABLE COLOR CODE siTE i.o. _ . 2500MHZ/7 CAL �pBLE FlRST RINC SECOND RINC THIRD RING FOURTH RMG FlFTH RMC SIXTH RINC MS70XC448 ` FlBER 2 CPBIE—SEC70R � 1 AI.PFW 1 YELLOW YELIOW WHITE $ 2 BEfA '2 `/El�py/ yd�py� y��pyy µry{� yITE ADDRE55 _ SINCLE ROUTE J GAMMA $ . .YELLOW... .YEILOW YELLOW YELLOW WHIiE � POWER 1 SFP(x6) 77J8 128TH STREEf W. - PPPLE VALLEY,MN 85124 2500MHZ�2 CAL �qg� FlRSi RING SECONO RMG THiRD RINC FOURTH RING flFfH RING SIXTH RINC CABLE—SECTOR A8 ' SHEET NAME � . POWER 2 1 nLPHA � YELLOW YELLOW PURPLE 2 BET" 2 r�uox' v�.�ow reuax auRa�e CABLE AND p POWER JUNCTION CYIJNDER BTBR RRU 3 CAMMA 3 YELLOW Yp1pW �� YELLOW � YELLOW PURPLE COLOR CODING INFORMAt10N TAKEN FROM SPRINT'S 7ECHNICAL SPECIFlCATIONS"�NNe TReNCMS ION iN A PTAN �*A�anc SHEEi NUMBER IATESi VERSION,COPVRIGH7�2074 SPRINT CORPORATION CYLINDER SCHMATIC DETAII sca�e: N.r_s. 2 COLOR CODING sca�e: N.r.s. 3 �_� � � � �, ,, . , . „ �, . � � ' � � Sprint � r o � � F � ....e.......... � �� EkISiING DC DISTRIBUTION i# �.>`+" 5`�'�r'�,,.au �"� , � 6100 SPRINT PARKWAY �� - OVERL4ND PARK. KS 66251 �.rt' • E%ISTINC RECTIGIER ' � NEW 2.S DU � � � ft�t��- o - Exisrwc �TE(FOD)�u ��'��"""�"�!��'�� � _ � _ ]20 CAPWDOD AVENUE - �� LITCHFIELD, MN 55355 12.0" IIII�I II lil IIII E%ISTING CDMA�U o FULL.EI2TON � • I C N G}N E E R!w C��E 5 S G M ° �I `z ��u�' � e;� %',� ,�r�,i� � 9600 W.9RYN MAWR AVE.,SUITE 200 > ���� p "��. ROSEMONT,ILUN01560018 4.3� 12,0" *° $ ��: FXISTINC Al1X. TEl841-292-0200 0 �EOUIPMENT FAX 8412920206 Y� wwwFullertonEng�neeringcom � � RI MR PLAN VIEW SIDE VIEW FRONT VIEW � x PR�V�A E oE«a=-,^� �»* .� pP 2/21/14 907 RNIEW JG i KMW - ET-X-WM-18-65-8P ���r ' EXISTING DC SPD BLOCK 4 > >4 fINAL JG � (EDTA)ELECTRICAL DOWNtILT ANTENNA e/n/14 REVISioN ,lG � 3 _ FREQUENCY RANGE 2496-2690 MHz � ANTENNA WEICHT 36.4 Lbs y� o BRACKET WEICHT 11.6 tbs TOTAI WEICHT 7�'� .. . . ..., ... ..... � hat this plan,specificati �,or ANTENNASPEC scn�E:3/e" = i•-o" 1 NOT USED scn�E: N.r.s. 2 EXISTING MMBS CABINET ;;;�n�;: N.r.s. g T�'PICAL MMBS CABINET rg���yy��s � red by me or under my ect �� �� WITH 2.5 EQUIPMEMT s�o �n that ( am a duly Lic k'sed ',. k,. �_,, ' a gineer under the laws �th i State oi inn ta � � Print Name: E RY M.BELLAGA 8 � I S gnat � � 1 I �:: I NEW 9ATfQ2y$TR�NC ��` D te: License# Q301 N I y�a;� sicNeo oare _-�ls�zoia_s ,�r� SITE NAMF �` MN0030-APPLE I VALLEY ' exisriNO snTrERr srRiNC SYNERGY/F2 - ' � SITE I.D. - , NOT USED scn�e N rs. 5 NOT USED scn�e N.is. 6 �. MS70XC448 = N ,,�s�. ,ss- o Yq s EXISTING BATTERY STRING � SITE ADDRESS i ��* °�C m� ���� � 'o��°1 �° ��° 1� 2 �o � nae t zani smeer w. _ � � APPLE VALLEI', MN 55124 15.5" �'� N 2498 289P 2�B8-3b9P 2198-266`0' Zt98-M9q� z PLAN VIEW SIDE VIEW FRONT VIEW o o` I � �'� �; sHCeT NnME � O •��° °a °� °�l���• ExisriNC enrreRr srRinc EQUIPMENT � SAMSUNG - RRH-V3 FREQUENCY RqNGE Z500 MHz DETAILS UNR VfEICFR 59.5 Lbs _ RRH BRACKEf WEIGHT is..z u'� Er(,vsc) TOTAL WEIGHT 7�,gZ�yy IS INTERNAL SHEET NUMBER KMW - ET-X-WM-18-65- P RRU SPEC scn�e: s/a'= i'-o" 7 pORT LAYOUT sca�e N.rs. 8 EXISTWG BBU CABWET scn�E� N.rs. TYPICAL BBU CABINET A-C7 - 9 FOR 2.5 EQUIPMEMT scn�e tv.rs. 10 � ' WIftE SIZE BUftNDY LUG BOLT SIZE /(6 AWG GREEN INSUL4TED YA6C-2TC3B 3/B" - 16 NC S 7 BOLi ^����� �. //2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT j /}2 AWG SIRANDED YA2C�-2TC38 3/8"- 16 NC 5 2 BOLT 6100 SPRINT PARKWAY �2/0 AWG STRANDE� VA26-2TC38 3/8° - 16 NC 5 2 BOLi HOLE,LONG BARREI OVERLAND PARK KS 66257 - � INNED SOLIU COPPER e HYBRID CABLE � �4/0 AWG STRANDE� YA2$-ZN i/2"- 16 NC 5 2 BOLT UG(IYP.) -lf. BURNOY GROUNU LUG !'117 � (SEE TABLE FOR SIZE HEAT SHRINK Z GND HEx BOLT /tj� GROUND STRAP BOOY ANp AND MOOEL) �(ctFaa) Fur wnsHEa fQKA�QQ�.N�s�`A" o WEATMERPROOF TAPE SYSTEM NUT(NP.) GROUNDINC �Zp CAPWOOU AvENUE GROUNDING CABLE CONDUCTOR - �� LOCK WASHER(� LITCHFIELD, MN 55355 " GROUNDING G1BLE E%POSED BARE COPPER -� FLAT WASHER ��� 70 BE KEPT TO GROUND BAR LOCK WASNEft ./ ABSOLUTE MINIAIUM.NO BOLT(NP.) UT ;, iNSUUnoN u�oweo FULLEIZTON � rv+o HOLE COPPER wiTHiN THE STNNLE55 STEEL � ;/ COMPRESSION TERMINAL CAMPRESSION TERMINAL � E rt G I M,c.;.P,I N C-���s�c u ° ���E � SHOWN AS BACK TO BACK (n'Pj BURNDY TWO HOLE LUG WITH--i � '4 % CONNECTION LONG BARREI FOR/6 AWG 960o w.BRYN MAwrt AvE,SUITE 200 ^ � NUT(T7P) $TRANDW OR EQUIVAIENT ROSEMONT,ILLINOISb001P 292-0200 O O O O O O O O O /> 3/8"z 1 1/2"HE%BOLT� �pCK WASHER(T1P) BARE WIRE TO BE NO-O%AT ax:84]-zvz-o1o6 � O O O O O O O O O � j MT WASHER(TYP f—FLAT WASHER(11'P) BOTH ENDS www.FUllcrzonEnginccr�ng.com - �6 AWG S7RANDED INSTALLATION NOTES: �°;"�`°pPa; R' A GREEN INSUTATED R�� 71NNED GROUND '� I. BOLTS,WASHERS AN�NUTS SHALL 8E STAINLESS STEEL Pa v : �R P�� � /� SECTION A-A r 2. S0.ECT B01.T LENGTH TO PROVIDE A MINIMUM OF 1W0 p z�Z���y 90�REViEW JG � TWO HOLE CRIMP NOTGS. 3. BURNSH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA 4 �/�4 FINAL JG ; TYF'E LUC 1. AlL HARDWARE BOlTS,NUTS,LOCK WASHERS SHALL BE OF LUC CONTACT. e/4/14 REVi5i0N JG o � S7AINlE55 STEEL.ALL HAR�WARE ARE TO BE AS FOLLOWS: 4. APPLY COOPQ2-SNIELD COMPOUND TO MAiINC SURFACE OF _ BOLT,FIAT WASHER, GROUN�BAR,GftOUND LUG, FtAT WG AND WIPE CLEAN EXCE55 CONPOUND. - WASHER AND NIR. 5. ALL METAL ELECTRICAL EOUIPMENT SHALL BE EXTERNALLV 2. COPPER SHIELD,ANTIO%,CR NO-OX OR EWNALENT SHALL CRWNDED. (PAIMED MEfAL SURFACES MUST H4VE SMAll. � � BE PLACE WHERE ALL DISSIMILAR MEfALS CONNECT. SECTION OF PAINT REMOVED BEFORE INS7ALLATION AND SHALL 3. ALL LUGS ARE TO BE INSTALLEO PER MANUFACTURER'S BE SPRAYED UGH7LY WITH CLEAR COA7 tACOUER FlNISH) - SPECIFlCATIONS. I hereb certi hat this plan,speciticati R,or GROUNDING CONNECTION DETAIL scn�e N.rs. 1 MECHANICAL CONNECTION LUG scn�e N.*_s. 2 FLAT SURFACE GROUNDING TYP.r6��rt�:Yy�.�4 � red by me or under my eCt sio �n that I am a duty Lic tt'sed •necNaNicn� Protess{onal E gineer under the laws �ih CONNECTION qry7ENNA MOUNTINC- S�tO Of Mt�l�l@S ta. P�PE��� � o ir+suin��i � �, E RY M.BELLAGA � ' � _ o �6 AVIG Q�� • � w INSUTATED C(�D WIRE( . ANTQJNA(TYPJ � In w Date: License k a301� �^ �� SICNED DATE: �,L4/��t�_ � FlLTER(TYP.) " _'—" � � y� - _�_____ _� SITE NAME � pz nwc srwwoeo �" - _- _-__-_�__�� � MN0030-APPLE INSULA7E�GND � -- - - -- WIRE(TYP.) � -- - -� —1 � � VALLEY F�wour�,e�nva.> - -- - --- _-- �-�--�i � II � SYNERGY/F2 = ' � �� , � � � I SITE I.D- (2)CYLIN�ERS � ) li I I, (1 FIBER Q 1 OC ' POWER PER SECTOR) L__ _______ _.___ ___ I i 'I � FlBER k DC CABLES , i MS70XC448 (4 CABLES PER SECTOR) 'I I il I il � 0 E%ISTING CABINEi ; '' � � � V EXISTING BREAK ����� SI7E ADDRE55 ? NEW 2.5 DU - . . � � OUT CYI.INDER �I -�-' =a � oo w NEW 2.5 ` — RECi7FlER UNIT . ` 7738 128TH STREET W. y/6 AWG GRD WIRE EXISTING GROUN� -��----�--- ExISTING �P����. MN 55724 FROM EXISTINC DU KIT(TYP.) SECTOR AND RECTIFlER TO FXISTWG UPPER '� GROUND 10WEft GROUND BAR J EXISTING GftOUND BAR EXISTING BAR(ttP.) SHEE7 h!AME LL Ex�S1�N��RO�NO HYBR�o�AB�E GROUNDING � BAR EXISTING LOWER� ToweR cROUNO eaR DETAILS FXISTING CROUND KIT(TYP.) . 000,�---E�—EXISTINC CROUND BAF SHEET NUMBER l 1 1-1 E%ISTING GROUND WI4E .l ,L TO E%ISTING GROUNDING NOT USED scn�e N.TS. 4 GROUNDING RISER DIAGRAM E�� . SCALE:N.T.S. �j NOTE: INSTALL ACCORDING TO } + p INSTALLATION MOP SpC�III � 6100 SPRINr PAftKWAY OVERLAND PARK, KS 66251 * `Et L EXiSTINC EXISTING EX6TING DU 2.5 RRU 2.5 RRU 2.5 RRU 2.5 RRU RRU RRU � '- ExiSnNG DC INSTALL(3)DC "�� �; n.v ERrzus rouEa ro zs FQ'l!l . 4CiA�'+�`P ONDUCTOR 512E: 720 CAPWOOD AVENVE �10 AWG(iW.) LITCHFlELD, MN 55355 .���������000 000a . FIJLLElZT(?N W •0����00�00 O a po 0 o O - F4GlNEERf kG��]ES3f N ° SPD SPD SPD SP� SPO SPD SPD '� �����1 Q���o 0 o O O 6 0 0 o O 9600 w.eRYN MAW R AVE..SUITE 200 SURCE ARRESTERS ����g9 g'�ep�o 0 0���o 0 0 o aosEnoNr,IWNOis sooie � << INSIDE MMBS CABINEf � rEL e�]292.0200 � �����LJ���o O O a ��p p o o FAX.89]-192.0206 � � " www.FullcrtonEngincerng.com �CONDUCTOR SIZE: � �10 AWG(TyP.) �s` ��f CHECKED Bx: RI aa v[o Br. MB� EXISiING BUS BAR DC NSTALL(3)NEW � � / / � � { il.� CIRCUIT BREAKERS CIRCUIT BREAKERS Z�Z��94 90�`REVIEW JG i C C C C� 1 21 132A 3y FOR RftUS q����q FINAL JG � � � � � �� \� � IRCUI7 BREAKER EXISTING N.V. 8/4/14 REVISION JG ' DC BUS BAR � I hereb certi hat this plan,specificati �,or i DC ONE LINE DIAGRAM scn�E: N.rs. 1 EXISTWG AC POWER DISTRIBUTION scn�e N.rs. p EXISTWG POWER PANEL ��Q��X'(Qy� i� red by me or u�der my eCt is�o an that t am a duly Lic �ed Protessional E gineer under the laws �th State oi Minnes ta. Pr{nt Name: E qY M.BELLAGA Signatu • � 1 Date: License# 4301 N II, SIGNED DATE: �/4/�nt4 I SITE NAME MN0030-APPLE II VALLEY SYNERGY/F2 - sirE i.o. � MS70XC448 � sirE nooRESs naa izana srtzEEr w. APPLE VALLEY,MN 55124 SHEEi NAM[ � AC&DC POWER � DISTRIBUTION& a SCHEDULE SHEET NUMBER NOT USED scn�e N.rs- 4 NOT USED scn�e N.rs. 5 E—Z ��. K I ��.� �. :�:.� �.. City of App�e Va��ey MEMo Public Works Department TO: Mayor, City Council and City Administrator FROM: Colin G. Manson, City Engineer DATE: February 12, 2015 SUBJECT: RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND DIRECTING RECEIPT OF BIDS FOR CITY PROJECT 2014-129, SANITARY SEWER LIFT STATION 3 REPLACEMENT Attached for consideration is a resolution approving plans and specifications and setting the date for receipt of bids for the Sanitary Sewer Lift Station 3 Replacement project. The scope of the project includes construction of a new submersible pump sanitary sewer lift station and above grade valve house, and decommissioning of the existing lift station. This site also houses a Metropolitan Council sanitary sewer flow meter. The meter will also be replaced as part of the project, with design and replacement funding provided by the Metropolitan Council. An agreement addressing this funding mechanism was previously approved by City CounciL An overview of the location of the site is provided on the attached figures. An engineer's estimate for the project has been developed based on the final design. Following is a summary of anticipated project costs and funding sources: Estimated Project Costs: Construction Cost $ 799,567 Construction Contingency $ 27,000 Engineering Design, Contract Admin. $ 5,000 Consulting Engineering Fees $ 93,500 Consulting Engineering Inspection/Staking Fees $ 38,000 Geotechnical Exploration $ 2,500 Total Estimated Cost $ 965,567 Estimated Project Funding: Sanitary Sewer Utility $ 619,755 Metropolitan Council $ 345,812 Total Estimated Funding $ 965,567 During the design stage of the project, the submerged valve vault was reconfigured to allow for the station valves to be housed in an above ground building. This configuration is recommended by staff for the following reasons: • Improvement to safety of maintenance staff by minimizing confined space entry • Improvement to ease and efficiency of long term operation and maintenance of the station due to accessibility to valves Page 1 of 2 • Improvement in emergency operations due to ease of connection and access for bypass pumping The design results in the estimated project cost exceeding funding in the 2015 sanitary sewer budget by approximately $45,000. If the project bids result in project costs exceeding the 2015 sanitary sewer budget, staff will prepare a 2015 budget amendment for City Council consideration. Should City Council authorize bidding, bids would be received March 11, 2015, with award anticipated on March 26, 2015. Recommended Action: Adopt Resolution Approving Plans and Specifications for City Project 2014-129, Sanitary Sewer Lift Station 3 Replacement, and Authorizing Advertising for Receipt of Bids at 10:00 a.m. on March 11, 2015. CGM:cg Attachments c: Todd Blomstrom Page 2 of 2 CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND DIRECTING RECEIPT OF SEALED BIDS FOR PROJECT 2014-129, SANITARY SEWER LIFT STATION 3 REPLACEMENT WHEREAS, the Apple Valley City Council has reviewed plans and specifications for Project 2014-129, Sanitary Sewer Lift Station 3 Replacement; and WHEREAS, the City Council believes that the interests of the City would be best served by receiving sealed bids based on said plans and specifications. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The City Clerk is hereby authorized to receive sealed bids at the time and place specified in the form of notice attached hereto as Exhibit A. 2. The Clerk 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, and once in the online Quest Construction Data Network, not less than ten (10) days prior to the opening of said bids. ADOPTED this 12th day of February, 2015. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk EXHIBIT A DOCUMENT 00 11 13 ADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of Apple Valley, Minnesota, in the Apple Valley Municipal Center 7100 147th Street West, until 10:00 a.m., CST,Wednesday, March 11, 2015, at which time they will be publicly opened and read aloud for the furnishing of all labor, materials, and all else necessary for the following: City Project 2014-129, SANITARY SEWER LIFT STATION NO. 3 1 LS Mobilization 1 LS Temporary Conveyance 1 LS Traffic Control 300 LF Temporary Chain Link Fence 1 LS Abandon Existing Lift Station Structure 1 LS Dewatering 100 TON Aggregate Base—Class 5 230 SY Bituminous Pavement Restoration 34 SY Concrete Sidewalk 100 SY 6" Concrete Pad 75 LF Curb and Gutter 225 SF Dry Cast Block Retaining Wall 325 SY TurF Establishment— Hydroseed 1 LS Temporary Water 1 LS Lift Station and All Remaining Items 100 LF 4" Class 250 DIP Force Main 50 LF 6" Class 250 DIP Force Main 1 LS Electricallnstallation 1 LS MCES Meter Station Structure Bidders desiring Bidding Documents may purchase them on-line at www.questcdn.com. Contact Cheryl Groves at(952)953-2400 for questions about ordering. The Bidding Documents may be viewed at the office of the City Engineer, 7100 147th Street West, Apple Valley, MN. Direct inquiries to Engineer's Project Manager Michael Ostendorf at(651)280-0679. Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Information for Bidders. The Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. A full and complete copy of all solicitations of bids is disseminated on the City's website at www.cityofapplevalley.org. Pamela J. Gackstetter, City Clerk City of Apple Valley, Minnesota Advertisement For Bids APPLE 129007 00 11 13-1 ��� 2 ��.� y.. K �.�.� .��. City of AppVa��ey MEMO Public Works Department TO: Mayor, City Council and City Administrator FROM: Colin G. Manson, City Engineer DATE: February 12, 2015 SUBJECT: RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND DIRECTING RECEIPT OF BIDS FOR CITY PROJECT 2015-115,2015 UTILITY IMPROVEMENTS Attached for consideration is a resolution approving plans and specifications and setting the date for receipt of bids for the 2015 Utility Improvements project. The scope of the project generally includes repair of existing infrastructure, and improvements to the storm sewer, water and sanitary sewer systems. More specifically,the project consists of the following: • Catch basin installation at 145th Street and Glenda Drive • Repair of a failing storm sewer manhole near Johnny Cake Ridge Road and 125th Street • Three gate valve repairs on the water main • Extension of permanent sanitary sewer and water service to Quarry Point Park • Water main extension to provide for looping along CSAH 42 near Walmart • Improvements to the Cobblestone sediment removal structure An overview of major improvement locations is provided on the attached figures. An engineer's estimate for the project has been developed based on the final design. Following is a summary of anticipated project costs and funding sources: Estimated Project Costs: Construction Cost $ 355,000 Construction Contingency $ 30,000 Engineering Design, Contract Admin. $ 19,500 Engineering Inspection $ 15,000 Material Testing $ 5,000 Preliminary Surveying/Const. Staking $ 10,000 Total Estimated Cost $ 434,500 Estimated Project Funding: Parks $ 40,000 Water Utility $ 286,770 Sanitary Sewer Utility $ 12,140 Storm Sewer Utility $ 95,590 Total Estimated Funding $ 434,500 Page 1 of 2 The proposed drainage improvement projects at 145th Street/Glenda Drive and at Johnny Cake Ridge Road/125th Street are not currently included in the 2015 operating budget for the Storm Drainage Utility. The need for additional catch basins at 145th Street / Glenda Drive was identified as a mitigation strategy to address flooding at this intersection, based on property damage resulting from a large storm event in 2010. In addition, the proposed drainage system repairs at Johnny Cake Ridge Road/125th Street was identified late last year when staff found a severe failure of an outfall structure during routine system inspections. Lastly, the trunk water extension from 157th Street to the Quarry Point Water Tower was not identified in the 2015 budget as trunk water improvements in 157th Street were uncertain at the time of budget preparation. Staff recommends the improvement as it completes trunk water connections to the Quarry Point Water Tower and provides redundancy in water service to Quarry Point Park and adjacent developments. After bids have been received and analyzed, staff will propose an appropriate 2015 budget amendment to City Council for consideration. Should City Council authorize bidding, bids would be received March 12, 2015, with award anticipated on March 26, 2015. Recommended Action: Adopt Resolution Approving Plans and Specifications for City Project 2015-115, 2015 Utility Improvements, and Authorizing Advertising for Receipt of Bids at 10:00 a.m. on March 12, 2015. CGM:cg Attachments c: Todd Blomstrom Page 2 of 2 CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND DIRECTING RECEIPT OF SEALED BIDS FOR PROJECT 2015-115, 2015 UTIITY IMPROVEMENTS WHEREAS, the Apple Valley City Council has reviewed plans and specifications for Project 2015-115, 2015 Utility Improvements; and WHEREAS, the City Council believes that the interests of the City would be best served by receiving sealed bids based on said plans and specifications. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The City Clerk is hereby authorized to receive sealed bids at the time and place specified in the form of notice attached hereto as Exhibit A. 2. The Clerk 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, and once in the online Quest Construction Data Network, not less than ten (10) days prior to the opening of said bids. ADOPTED this 12th day of February, 2015. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk EXHIBIT A SECTION 00 11 13 ADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of Apple Valley, Minnesota, in the Apple Valley Municipal Center 7100 147th Street West, until 10:00 a.m., CST,Thursday, March 12, 2015, at which time they will be publicly opened and read aloud for the furnishing of all labor, materials, and all else necessary for the following: Cit�r Proiect 2015-115, 2015 UTILITY IMPROVEMENTS 50 LF RCP Storm Sewer 15"-24" 500 LF Sanitary Sewer 8" 1300 LF Water Main DIP 8" 600 SY Remove Bituminous Pavement and Patching 300 LF Water Main Directionally Drilled 11 EA Manholes and Catch Basins 3 EA Water Main Valve Repair With related items Bidders desiring Bidding Documents may purchase them for a non-refundable fee of$20 by visiting www.cityofapplevalley.orq or www.questcdn.com. Contact Cheryl Groves at(952)953-2400 for questions about ordering. The Bidding Documents may be viewed at the office of the City Clerk, 7100 147th Street West,Apple Valley, MN. Direct inquiries to Engineer's Project Manager Colin Manson at(952) 953-2425. Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. A full and complete copy of all solicitations of bids is disseminated on the City's website at www.cityofappleval ley.org. Pamela J. Gackstetter, City Clerk City of Apple Valley, Minnesota ADVERTISEMENT FOR BIDS CITY OF APPLE VALLEY� 2015-115 00 11 13-1 ... �.. � i .�:.: . .... .... City of AppVa�� ey MEMO Public Works Departxnent TO: Mayor, City Council, and City Administrator FROM: Jessica Schaum,Natural Resources Coordinator DATE: February 12,2015 SUBJECT: JOINT POWERS AGREEMENT WITH THE CITY OF BURNSVILLE FOR 2015 LAKE WATER QUALITY IMPROVEMENT PROJECTS Attached is a proposed Joint Powers Agreement (JPA) with the City of Burnsville to implement water quality improvement projects for three inter-community lakes: Alimagnet, Keller, and Lac Lavon. These lakes have been managed in partnership with Burnsville in past years using annual and multi-year JPA's for individual lakes and combinations of the three lakes. The proposed JPA continues management of these three lakes with a single 3-year JPA from January 1, 2015, through December 31,2017. Anticipated projects will include aquatic invasive species management through mechanical or chemical means, fish survey, stocking, or removal, and lake monitoring using field measurements and lab sample analysis. Each lake has a maximum annual expenditure: Alimagnet - $19,000; Keller - $17,000; and Lac Lavon - $11,000. These costs are consistent with maximum annual costs in previous years, and any cost above these would require agreement by both cities. Burnsville will take the lead role with contracting projects in Alimagnet and Keller Lakes. Apple Valley will take the lead role for contracting projects in Lac Lavon. The citytaking the lead role will pay project invoices and invoice the other city for half the project cost. Funding for 2015 water quality improvement projects is included in the 2015 Storm Drainage Utility operating budget. Funds for 2016 and 2017 will be included in each year's proposed budget for City Council approvaL Recommended Action: Approve Joint Powers Agreement with the City of Burnsville for Implementation of Water Quality Improvement Projects in Alimagnet Lake,Keller Lake, and Lac Lavon. JS:cg Attachments c: Todd Blomstrom JOINT POWERS AGREEMENT BETWEEN THE CITY OF BURNSVILLE AND THE CITY OF APPLE VALLEY THIS AGREEMENT IS made this day of , 2015, between the CITY OF BURNSVILLE, a Minnesota municipal corporation ("Burnsville") and the CITY OF APPLE VALLEY, a Minnesota municipal corporation, ("Apple Valley"), (hereinafter jointly referred to as the "Cities"). WHEREAS, Alimagnet Lake, Keller Lake and Lac Lavon are located within the municipal boundaries of both Cities; and WHEREAS, the Cities wish to complete lake quality projects for Alimagnet Lake, Keller Lake and Lac Lavon; and WHEREAS, M�ttv. STAT. § 471.59 authorizes two or more governmental units to enter into agreements to jointly ar cooperatively exercise any power common to the contracting parties or any similar power. NOW, THEREFORE, the Cities agree as follows: 1. Pur��ose. This Agreement shall establish the responsibilities of the Cities in connection with certain lake quality projects for Alimagnet Lake, Keller Lake and Lac Lavon during the period of January l, 2015, through December 31, 2017. 2. Lake Ouality Proiects. Alimagnet Lake. Burnsville shall enter into contracts for the following lake quality projects for Alimagnet Lake ("Alimagnet Lake Projects"): A. Aquatic Plant Survey B. Fish Survey, Stocking, or Removal C. Lake Monitoring D. Aquatic plant management using mechanical harvesting or chemical treatments 3. Keller Lake. Burnsville shall enter into contracts for the following lake quality projects for Keller Lake ("Keller Lake Projects"): A. Aquatic Plant Survey B. Fish Survey, Stocking, or Removal C. Lake Monitoring D. Aquatic plant management using mechanical harvesting or chemical treatments 4. Lac Lavon. Apple Valley shall enter into contracts for the following lake quality projects far Lac Lavon ("Lac Lavon Projects"): A. Aquatic Plant Survey B. Fish Survey, Stocking, or Removal C. Lake Monitoring D. Aquatic plant management using mechanical harvesting or chemical treatments 5. Additional Projects. If a project(s) arises during the period of this JPA that is not listed above and is felt to be important for lake quality by both Cities, then contracting and funding responsibilities must be agreed upon by both Cities in writing prior to the project being undertaken. 6. Cost Allocation. The total cost to be paid by the Cities for Alimagnet Lake Projects shall not exceed $19,000 annually without prior written approval from both Cities; the total cost to be paid by the Cities for Keller Lake Projects shall not exceed $17,000 annually without prior written approval from both Cities; and the total cost to be paid by the Cities for Lac Lavon Projects shall not exceed $11,000 annually without prior written approval from both Cities. Each City shall receive invoices from their respective contracts and pay them in full. Burnsville shall invoice Apple Valley for 50 percent of the cost of the Alimagnet Lake Projects and Keller Lake Projects. Apple Valley shall invoice Burnsville for 50 percent of the cost of the Lac Lavon Projects. Invoices shall be paid to the other City within 30 days. 7. Authorized Representatives. Apple Valley's authorized representative for the purpose of administration of this Agreement is its Public Works Director. Burnsville's authorized representative for the purpose of administration of this Agreement is its Director of Parks and Natural Resources. CITY OF APPLE VALLEY Dated: , 2015 By: Mary Hamann-Roland Its: Mayor Dated: , 2015 By: Pamela J. Gackstetter Its: City Clerk CITY OF BURNSVILLE Dated: , 2015 By: Elizabeth Kautz Its: Mayar Dated: , 2015 By: Heather Johnston Its: City Manager ii�i i i*i i� •+•° ITEM: �, L . 2. City of A�3I@ CITY COUNCIL MEETING DATE: February 12, 2015 �'d��Q�/ sECTioN: Consent Agenda PROJECT NAME: PROFESSIONAL SERVICES AGREEMENT RELATED TO SUBSURFACE SEWAGE TREATMENT SYSTEMS STAFF CONTACT: DEPARTMENT/DIVISION: Todd Blomstrom, Public Works Director Public Works Deparhnent REQUESTED ACTION: Authorize Professional Services Agreement with the City of Rosemount for assistance with Subsurface Sewage Treatment Systems. BACKGROUND: Apple Valley and Rosemount staff have developed the attached agreement to allow Apple Valley to engage Rosemount's Subsurface Sewage Treatment Systems (SSTS) inspector to perform plan reviews and construction inspections of private septic systems in Apple Valley. Currently, there are only 45 properties within Apple Valley that are not connected to the public wastewater collection system. These properties use on-site SSTS for wastewater disposal. The number of properties with ° SSTS will continue to decline each year as the remaining properties are connected to the,public sewer system. The City is required to maintain a management program for SSTS within the community pursuant to Minnesota Rules 7082.0100. Plan reviews and construction inspections must be conducted by a certified SSTS inspector. Apple Valley staff has determined that the effort to properly train a City employee as a certified SSTS inspector is not cost effective due to the small number of remaining systems within the City. The City of Rosemount has offered to provide the services of a certified inspector on an as-needed basis due to the larger number of SSTS within their community. Inspections staff from both cities have determined that this arrangement would be a cost effective strategy to minimize operational costs and share technical resources between the two agencies. BUDGET IMPACT: The estimated average annual cost of professional services related to the SSTS program is less than $5,000. The expense would be offset by permit fees associated with the work. ATTACHMENTS: Professional Services Agreement related to Subsurface Sewage Treatment Systems. PROFESSIONAL SERVICES AGREEMENT RELATED TO SUBSURFACE SEWAGE TREATMENT SY5TEMS THLS AGREEMENT is made by and between the City of Rosemount{"Rosemount"}and the City of Apple Valley ("Apple Valle�'), botb Miuuesota mumicipal corporations (collectively referred to as the"Cities"). 1. Authority. This Agrcement is entered into pwrsc�ant to Minn. Stat. §471.59_ 2. Purpose_ The purgose of this Agre�ement is to enable Rosemount to pravide professianal servir,es to Apple Valley related to subsurface sewage treatment systems (SSTS) to ensure such systems lc�cated within Apple Valley comply with state regulations and Apple Vatley�ity Cade. 3. SSTS Professional. Serv�ices. Apgle Valley may engage Rosemount's SSTS certified ernpIoyee ("SSTS Inspector") on an as-needed-basis to perform all SST� compliance services("Services")foz.Appl.e Valley. The Sezvices shall include,but are nat l�mited ta_ � Reviewing and approving SSTS permit a�plications, site evaluations and site designs for new constniction and repla.cement systems. • Inspecting new construction and replacement SSTS_ � Verifying the submiff;t�ia1 af managem.ent pl�s. • Confizxning registered SSTS products.are used in constructing such systems. • Periodically inspecting the installation,repair,repla�em�nt and/or eQnstruction of an SSTS,i�lCludiIIg tlle testing of soil conditions pnor to iSSUanC�Of a Cerl�tCatE of compliance. • Issuing written certificates of complia�c�ce and notices of noncampliance. � Perfomung any other services required to ensure �ew construction and replacement SSTS comply with sta.te regulatioz�.s an.d Appie Valley Gity Code. I 4. Required Qualificstions. Rosemount represents azid watrants to Apple Valley that the ' cutrent SSTS Inspector mee�s all of the requi�rements to be a"qualified employee"under ', Minn.R Ch. 7083. ' 5. Employment Status. The SSTS Tnspectar is and shall continue ta be deemed an employee of Rosemount and shall not at any time be deemed an employee o£Apple Valley. The SSTS Inspector shall remain subject to the human resources and other policies of Rosemount. 6. Term of Agreement. The term of this Agreement shall be three years commencing on the later date that either af the Cities have signed this Agreement, except that�ither af the Cihes may terminate this Agreement at an earlier date upon thirty (3Q) days vyritte�n natice. 7. Reimbursement. Appie Valley shall reunburse Rosemaunt for the SSTS Inspector's Services provided to Apple Valley in accordance with the attached Fee Schedule. Rosemount may annually amend the attacheci Fee Schedule aad shall provide Apple Valley with the amendec�Fee Schedule at least£ariy-fve{45) days prior to the effective date t,�xereo£ Rosemount may sabmit periodicalty, but not moxe t�an ance each month, an itemized statement for the Services provided under the temvs of this Agreement. Appie Valley agrees�make payment on each itemized statement within thirty(30) days fram the date of receipt of the statement. 8. Insnrance. 8.]. General Liabidity Insurance. Rosemount agrees to maintain. in force comprehensive general liability insurance equal to or greater than the ma�imum liability for tort cl.aims undex' Min.u. Stat. § 456.04, as amend$d. Rasemout�t fiut�er agrees to name Apple Valley as an "additional iusured"under its general liability insuraace po�icy. J£Rnsemount is notified t.hat its insurance is cancelled, it will immediately notify Apple Va11ey in writing. 8.2 �orkers' Compensation Insurance. Rosemount shall maintain workers' eompensation coverage or self-insurance coverage, covezing its em�playees while they are providing services pursuant to this agreemez�t Rosemaunt waives the right to sue Apple Valley for any workers' compensatioa benefits paid to Rasemount's employee(s} or their dependents, even if the injuries were ca.used whally or partially by the negligence of Apple Vailey, or its officers, emplayees or agents. Rosernount sha11 be responsible for any injuries to oz claiztas b£its employees a.risiug fram the services pravided under this Agreemeirt. 9. Indemnification. Rosemc�unt shall be liahle for its acts or omissions and those of its officers, employees �xd agezr.ts and sb.ali defer�d, indenanify and hold harmless 1�.pple Va11ey for any claims, damages or costs incurred due to the negligent or willful act� of Rosemauut and its officers, emplayees and agents as a result af or arising fram the services provided ur�der tlus agreement. 10. Axnemdmeauts. Any amendment to this Agreement must be in writing and u►ill not be effective untii it bas been approved and executed by the Cities. 11. Connpl.ete Agreement This Agreement cantains a11 agreements between the Cities with respect to the subject matter of this Agreement. 1Vo other understanding regarding this Agreement,whether written or oral,may be used to bind any City. �.2. State Audi�ts. Under Minn_Stat § 16CA5,subd 5,each City's books,records, documents,and accounting procedures and prac#ces xelevant to tl�is Agreement aze subject to examination by the State and/or the State Auditor or Legislafave Auditar,as apprapriate,for a minimum of six yeazs from the end of this Agceement. 2 13. Govern�ent Data Practices. Tlae Cities shaJ,�con�pl�with the Miu�uaesota Govex.�ent Data Practices A+ct,Minn.. Sta.t. Ch. 13,as it applies tc3 all data.provided by each City under this Agreement,and as it applies to all data created,collected,received,stored, used,x�aintained,or c�isseminated by any City under this Agreement.The civil remedies of Minn. Stat. § 13 A8 apply to the release of the data referred to in this ciause by any Gity. If either Ciry receives a request to release data that it received fronn the other City, the City zeceiving the request must immediately notify t}ze City from whom the ciata originated af this request. The Cities wiIl promptly cons�lt and discuss the best way to respond to the request. 14. Governing Law and Venue. This Agreement shall be goverm:ed and cans�ued in accordance with the laws of the State of Minnesata without regard ta its canflict of laws pmvision. The Citi�s agree that any action arising aut of this Agreement or with respect ta the enforcement of tliis Agreement sbalt be ve�aued iun the Dakota. County ]�ist�ict Gourt, State of Minn.esota_ I5. Cannterparts.This Agreement may be executed in any number of count�rparts, each vf which when sa executed shall be deemed to be an original and the counterparts shall. together constitute one and tt�e same agreement. IN WITNESS WHEREOF,the Cities hereta have caused this Agreement to be executed by their respective duty a�tthorized afficers. Dated: CITY OF APPLE VALLEY By. Mary IIamann-RoXand Its: Mayor By: Pamela Gac Its: Clerk � J Dated: �� � C�T US OiTNT r By. Bill Droste ILs: ayor y: Clarissa Hadler Ifs: Clerk 3 SSTS Services Fee Schedule Reviewing and approving SSTS permit applicahons, $40.00 site evaluations and site designs for new construction and replacement systems. �nspecting new construction and replacement SSTS. $200.00 Verifying tlte snbmittal of management plans. $30.00 Conf`irming registered SSTS praducts are used in $30.OU �ons4ucbing snch systems. PeriodicaIly inspecfing the inistallatian,repaix, $]25.QQ repiacement andJar construetion of an SSTS,incIuding the festing af soil co�ditions prxor to issuance of a certi.fiea#e of compliance. Issning written certificates of compliance and notices $34.40 af noneompIiance. Performing any other gervices reqaired to ensure new $90.ODIfir construction and replacement SST�com�ly wifili atate regnlations and Appte'Valley City Code. 4 � •.• •�s• `•:•: , � � ••s° ITEM: � c�ty of Apple COUNCIL MEETING DATE: February 12, 2015 Valley SECTION: Consent Agenda ITEM DESCRIPTION: Approve Joint Powers Agreement with Dakota County for 2015 Sentence to Service(STS) Program Work Crew STAFF CONTACT: DEPARTMENT/DIVISION: Tom Adamini, Parks Superintendent Parks&Recreation Department Action Requested Approve Joint Powers Agreement with Dakota County for 2015 Sentence to Service (STS) Program Work Crew. Summary Staff is seeking authorization to enter into a Joint Powers Agreement with Dakota County for Sentence to Service Program Work Crews. The term of the Agreement shall be the 2015 calendar year and cost shall not exceed$25,225.35. Background In the past,the Dakota County STS crews have provided a valuable resource of manpower,in aiding maintenance division goals,both parks and streets. Typical assignments have been litter collection along city streets, clean-up after July 4�',hockey rink and shelter painting, fall tree wrapping and mulching, cleaning around storm ponds etc. The cost of this program for 2015 will be $442.55 per day and not to exceed $25,225.35. The cost is split between the Parks and Street Maintenance Divisions. The contract guarantees up to 57 crew days with a supervisor and an average crew of seven. This has been an effective portion of maintenance operations. Budget Impact Funding has been designated within the 2015 Budget for this project. Attachment(s) Ageement Dakota County CommunityServices 1 Mendota Road West,Suite 500 West St. Paul, MN 55118 651-554-5872 MEMORANDUM Date: lanuary 23�d, 2015 To: Tom Adamini Parks Superintendent 7100 West 147th Street Apple V MN 55124 D From: David Hopp Contract Manager ._ � , Subject: Sentence to Service Program Work Crews Enclosed is our agreement for 2015,Sentence to Service Program VUork Crews purchases. Please sign and return to me. Once I have the fully executed agreement I wall send you a copy. Thanks. ,� . . , � JOINT POWERS AGREEMENT BETWEEN THE COUNTY OF DAKOTA AND THE CtTY OF APPLE VALLEY FOR SENTENCE TO SERVICE PROGRAM WORK CREWS AGREEMENT PERIOD: 1/1/2015—12/31/2015 This Agreement is made and entered into between the Dakota County, by and through the Community Corrections Department, hereinafter"County" and the City of Apple Valley, City Hall, 7100 West 147th Street, Apple Valley, MN 55124 hereinafter"City". WHEREAS,the County and the City are governmental units as that term is defined in Minn. Stat. §471.59; and WHEREAS, under Minn. Stat. § 471.59, subd. 1, two or more govemmental units may enter into an agreement to cooperatively exercise any power common to the contracting parties, and one of the participating governmental units may exercise one of its powers on behalf of the other governmental units; and WHEREAS, the City desires the services of the Sentence to Service Program work crews; and WHEREAS, the County operates the Sentence to Service Program by providing work crews of non-dangerous criminal offenders plus a supervisor to perform unskilled labor; and WHEREAS, The City will pay County a total amount of $25,225.35 at a rate of $442.55 per day for fifty seven (57} guaranteed work crew days pursuant to the terms of this Agreement; and WHEREAS, the Dakota County Board of Commissioners by Resolution Number 15-005 authorized the County to enter into an agreement with the City for Sentence to Service work crews. Now,THEREFORE, in consideration of the mutual promises and agreements contained herein the parties agree as follows: 1. GENERAL PROVISIONS. 1.1 Pur ose. The purpose of this Agreement is to define the rights and obligations of the County and City with respect to Sentence to Service(°STS")work crews. 1.2 Cooperation. The County and City shall cooperate and use their reasonable efforts to ensure the most expeditious implementation of the various provisions of this Agreement. The parties agree to, in good faith, undertake resolution of any disputes in an equitable and timely manner. City and County liaisons will meet at least twice annually and more frequently if necessary to discuss issues related to the STS program. 1.3 Term. The term of this Agreement shall be from January 1, 2015 to and including December 31, 2015, regardless of the date of signatures hereunder, unless earlier terminated by law or according to the provisions herein. 1.4 Definitions. a) Work Crew. A work crew shall consist of a Crew leader and a crew of five to ten workers. The Crew leader shall oversee and be in charge of the work crew. b) Work Crew Days. An STS work crew day shall consist of seven hours, less a thirty minutes lunch break, befinreen the hours of 8:00 am and 3:00 pm. A work crew may be discharged earlier at the discretion of the City supervisor. 2. CITY'S RIGHTS AND OBLIGATIONS. 2.1 General Description. City shall receive STS work crews for 57 crew days. The specific days to be worked and the work to be pertormed shall be determined at least thirty days in advance of the work by the City and County. 2.2 Total Cost. The total amount to be paid by the City pursuant to this Agreement shall not exceed$25,225.35. The County will invoice the Contractor for actual crew days worked up to 57 days at a cost of$442.55 per day. The City agrees to pay the County$12,612.68 no later than May 15, 2015, and shall pay the remaining$12,612.68 no later than October 1,2015. ks14-380-1.doc Page 1 Custom , . � ' 2.3 Work Projects. The City will provide work projects requiring unskilled labor such as light construction or landscaping, and any specialized equipment needed for the work. Each work project will be reduced to writing and provided to the Crew leader before work commences. A work project will be concluded when a City representative and the Crew leader sign off that work has been satisfactorily completed. 2.4 Crew. Workcrew members are not emptoyees of the City or the County as specified in Minn. Stat. §3.739. 3. COUNTY'S RIGHTS AND OBLIGATIONS. 3.1 General Description. The County wilL • Provide STS work crews for the City pursuant to this Agreement. • Designate a person as the County's representative with respect to the City's services to be pertormed under this Agreement. Such person shall have complete authority to transmit instructions, receive information, interpret and define the County's policies and decisions with respect to services covered by this Agreement. 3.2 Pavment. The County will submit invoices to the City for payment by the City. 3.3 Work Projects. The County, through its Contractor, General Security Services Corporation, shall equip work crews with some hand tools. 3.4 Other Work. The County may, at its discretion, offer the City the opportunity to use more than 57 crew days per year without additional cost to City if additional days are available. 4. LtABLE FOR OWN ACTS. 4.1 Each party to this Agreement shall be liable for the acts of its own officers, employees and agents and the results thereof to the extent authorized by law and shall not be responsible for the acts of another party, its officers, employees and/or agents. It is understood and agreed that the provisions of the Municipal Tort Claims Act, Minn. Stat. Ch. 466, and other applicable laws govern liability arising from a party's acts or omissions. Each Party warrants that it has an insurance or self-insurance program that has minimum coverage consistent with the liability limits contained in Minn. Stat. Ch. 466. 4.2 Any and all work crew members engaged in the aforesaid work to be performed by the County shall not be considered employees of City and any and all claims that may or might arise under the Workers' Compensation Act of this state on behalf of the work crew members while so engaged, and any and all claims made by any third party as a consequence of any act or omission on the part of the work members while so engaged on any of the work contemplated herein shall not be the obligation or responsibility of City but shall be determined as provided in Minn. Stat. § 3.739. The County shall not be responsible under the Workers' Compensation Act for any employees of City. 5. FORCE MAJEURE. Neither party shall be liable to the other party for any loss or damage resulting from a delay or failure to perform due to unforeseeable acts or events outside the defaulting party's reasonable control, providing the defaulting party gives notice to the other party as soon as possible. Acts and events may include acts of God, acts of terrorism, war, fire, flood, epidemic, acts of civil or military authority, and natural disasters. 6. TERMINATION. 6.1 Good Cause. If either party fails to fulfill its obligations under this Agreement, such failure shall be considered good cause to terminate this Agreement on seven days' notice by the other party. 6.2 With or Without Cause. This Agreement may be terminated with or without cause, by the County or City upon thirty(30) days written notice. ks14-380-1.doc Page 2 Custom ♦ � � 6.3 Effect of Termination. Termination of this Agreement shall not discharge any liability, responsibility or right of any party which arises from the performance of or failure to adequately perform the terms of this Agreement prior to the effective date of termination. Nor shall termination discharge any obligation which by its nature would survive after the date of termination. All STS work crews prepaid by the City shall be refunded to the City if the same are not used. 6.4 Termination by County - Lack of Funding. IVotwithstanding any provision of this Agreement to the contrary, the County may immediately terminate this Agreement if it does not obtain funding from the Minnesota Legislature, Minnesota Agencies or other funding source, or if its funding cannot be continued at a level sufficient to perform the services anticipated by this Agreement. Written Notice of Termination sent by the County to the City by facsimile is sufficient notice under the terms of this Agreement. The County will not be assessed any penalty or damages if the Agreement is terminated due to lack of funding. 7. DAMAGES. Duty to Mitigate. Both parties shall use their best efforts to mitigate any damages which might be suffered by reason of any event giving rise to a remedy hereunder. 8. REPRESENTATIVE. Liaison. To assist the part+es in the day-to-day performance of this Agreement and to develop senrice, ensure compliance and provide ongoing consultation, a liaison shall be designated by the City and the County. The parties shall keep each other continually informed, in writing, of any change in the designated liaison. In addition, the City shall inform the County of any changes to City's address, phone number(s), e-mail address(es), and any other contact changes. At the time of execution of this Agreement the following persons are the designated liaisons: City Liaison: County Liaison: Tom Adamini Chris Comell Parks Superintendent Community Corrections Supervisor 7100 West 147th Street Phone Number: 651-438-8336 Apple Valley, MN 55124 Phone Number:952-953-2300 9. MODIFICATIONS. Any alterations, variations, modifications, or waivers of the provisions of this Agreement shall only be valid when they have been reduced to writing, signed by Authorized Representatives of the County and City. 10. COMPLIANCE WITH LAWS/STANDARDS. 10.1 Minnesota Law to Govern. This Agreement shall be governed by and construed in accordance with the substantive and procedural laws of the State of Minnesota. 10.2 City agrees to abide by all Federal, State or local laws, statutes, ordinances, rules and regulations now in effect or hereinafter adopted pertaining to this contract or other facilities, programs and staff for which it is responsible. 11. SevERe►Bl�irr. 11.1 The provisions of this Agreement shall be deemed severable. If any part of this Agreement is rendered void, invalid, or unenforceable, such rendering shall not affect the validity and enforceability of the remainder of this Agreement unless the part or parts that are void, invalid or otherwise unenforceable shall substantially impair the value of the entire Agreement with respect to either party. ks14-380-1.doc Page 3 Custom . � , 12. MERGER. 12.1 This Agreement is the finai expression of the agreement of the parties and the complete and exclusive statement of the terms agreed upon, and shall supersede alt prior negotiations, understandings or agreements. There are no representations, warranties, or stipulations, either oral or written, not herein contained. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates indicated below: Approved by Dakota County Board COUNTY OF DAKOTA Resolution No. 15-005 By Kelly Harder Approved as to form: Title Community Services Director `� f/yJ / �� � �/�S Date of Signature d � �l � Assistant ounty Attorney/Date File No. KS-14-380-001 CITY OF APPLE V�4LLEY (I represent and warrant that 1 am authorized by taw to execute this Agreement and legally bind the City). B� (Please print name.) Title Date of Signature ks14-380-1.doc Page 4 Custom ��� ���� ����� ��� ITEM: , M . ` Clty Of A��t�; COUNCIL MEETING DATE: February 12, 2015 "�'ry���� secT�oN: Consent Agenda ITEM DESCRIPTION: i � Approve Agreement with Encompass Inc. for Architectural Services to Prepare Plans and ' � jSpecifications for Municipal Center Window Repairs � STAFF CONTACT: � DEPARTMENT/DIVISION: � � Charles Grawe, Assistant City ; Administration Department � ` Administrator ( � Action Requested Approve Agreement with Encompass Inc. for Architectural Services to Prepare Plans and Specifications for Municipal Center Window Repairs. Summary This contract involves the creation of plans and specifications for window repairs so that the repair project can be bid later this spring. Water infiltration can be very destructive and should be remedied. Background (Scope of Work and Rationale) For the past several years, the maintenance staff has been attempting to solve water infiltration issues with several windows. After multiple unsuccessful attempts to have contractors find a solution, the city engaged a forensic engineer to study and fully identify the source of the infiltration. That work was done in the fall of 2014 and two reports detailing the problems were provided. This contract with the forensic engineer would involve taking the findings of those reports and writing them into a plans and specifications form. A contractor following the plans and specifications should be able to fix the problems permanently. Staff recommends the City Council approve the agreement with Encompass Inc. for Architectural Services. Budget Impact The agreement is not to exceed $10,450.00 plus expenses estimated to be not more than $350.00 for a lift rental if necessary and not to be more than $100.00 for mileage. There is funding from the original building project closed bond fund that has been proposed for this project. Attachment(s) Professional Services Proposal En�Dr� ass P �ngineerir�g can�ult�nts forensic analysis January 26, 2015 Mr. Charles Grawe Assistant City Administrator City of Apple Valley 7100 147th Street West Apple Valley, MN 55124 cgrawe@ci.apple-valley.mn.us Re: Professional Services Proposal - Repair Design Apple Valley City Hall 7100147th Street West Apple Valley, MN 55124 Encompass Project: 15-5768-02 Dear Mr.Grawe: At your request,we present our proposal to provide professional services for preparation of repair plans and specifications for the Apple Valley City Hall building.The design will address four issues that have been investigated by Encompass: 1) leaking entryway windows, 2) leaking metal roof canopies at the front entryway, 3)water leakage though masonry above three office windows, and 4) replacement of a skylight at the police office. SCOPE OF SERVICES Encompass, Inc. proposes to provide the following services: 1. As-built Condition Documentation 1.1. Encompass will perform an on-site inspection of certain building components in order to create specific repair details and specifications. In our previous reports, Encompass provided a conceptual repair plan for the various issues; it will now be necessary to inspect and document specific as-built conditions in order to create complete repair details to address these issues. 1.2. The as-built conditions in each of the four areas will be measured and documented. This work will be performed during a one to two day site visit. 14850 Mar�in Drive Eden Prairie, Minnesota 55344 952-854-4511 1.3. During the site visit, an invasive opening will be made in the masonry above one of the leaking office windows. The purpose of the opening is to document the as-built condition of the masonry veneer assembly.The masonry opening will be restored in a weather-tight condition by Encompass. 1.4. Encompass will partially deconstruct one leaking entryway window in order to measure window components and to determine specifics of the repair details. 2. Desi�n Documents 2.1. Encompass will prepare plans and specifications to be used by the City to obtain competitive bids for the repair work. 2.2. The contract documents will include design drawings and details, technical specifications, and a bid form. We do not intend to provide front-end specifications, though we can include providing front-end specs in our proposal, if desired by the City. 2.3. The design documents will specifically address the deficiencies identified in the 2014 Encompass reports.They will include repairs of leaking entryway windows, leaking metal roof canopies at the front entryway, water leakage though masonry above three office windows, and replacement of a skylight at the police office repairs. Areas to receive the repairs will be identified in the design documents. 3. Meetin�s: Encompass will conduct an on-site meeting with the owner at the commencement of the design phase in order to verify scope and direction of the repairs. OPTIONAL SERVICE Entrvwav Window Repair Mock-Up The entryway windows appear to be repairable (refer to Encompass's October 9, 2014 report for a discussion of the window repair options). It is Encompass's intent to repair the windows in place rather than to remove/re-install them or to replace them. It is important, though, that a mock-up of the proposed repair be performed prior to commencement of the window repairs in order to verify that the windows can be repaired in place. The mock-up should be water tested to verify that the repair successfully prevents water intrusion. If, however, the mock-up does not prevent water intrusion, then we will determine how the repair needs to be modified or if an alternate repair plan should be used, such as removing and re-installing the windows. At your request, Encompass will provide a proposal to assist the contractor with creating a mock-up and to perform water testing of the mock-up. COST of PROFESSIONAL SERVICES The cost of providing professional engineering services required for the preparation of repair documents and shall not exceed $10,450. In addition, a high-lift will likely be necessary to Apple Valley City Hall Professional Services Proposal Page 2 of 4 access the building to perform the invasive opening in the masonry.The cost of a high-lift rental will be approximately$350. In addition to this cost, aJl direct project expenses will be billed to the project. Expenses could include, but are not limited to, materials necessary for invasive openings and project-related mileage billed at$0.575 per mile. We anticipate project related expenses will be no more than $100. Basis of payment for the services outlined above shall be per hour of service at the rates below. Invoicing will be made monthly and will be based on the number of hours expended that month. Payment is due within 30 days of receipt of invoice. Hourly rates for professional services, by classification, are: 1. Principal Engineer $190.00 2. Senior Project Engineer 175.00 3. Project Engineer 170.00 4. Degreed Engineer 135.00 5. Drafter/Technician III 135.00 6. Water Testing Technician 110.00 Thank you for the opportunity to present this proposal. We witl be pleased to review the scope of this proposal with you at your convenience. If this proposal meets with your approval, please indicate your acceptance by signing below and returning one copy to Encompass, Inc. Upon receipt of your acceptance, we will schedule the project and coordinate commencement of the investigation with you. Should you have any questions, please calL Respectfully submitted, ENCOMPASS, INC. Kent J.Jones, P.E. Principal Apple Valley City Hall Professional Services Proposal Page 3 of 4 Enca�rr� ass . P engine�ring cansultants forensi� analysi� ENCOMPASS, 1 NC. PROPOSAL ACCEPTANCE REPAIR DESIGN SERVICES APPLE VALLEY CITY HALL PROFESSIONAL ENGINEERING SERVICES PROPOSAL DATED: JANUARY 26, 2015 We accept the scope, terms and conditions of this proposal as stated herein. City of Apple Valley Date: Authorized Person Apple Valley City Hall Professional Services Proposal Page 4 of 4 i ��� ���N ��#�� ��� ITEM: �-}-. M . City Of �?�1�� COUNCIL MEETING DATE: February 12, 2015 ��"�� sECT�ON: Consent Agenda ; ITEM DESCRIPTION: � � Approve Agreement for NovusAGENDA Services for Agenda Management Setvices � � ` STAFF CONTACT: , DEPARTMENT/DIVISION: ! Charles Grawe,Assistant City Administration � � Administrator ; � � ; Action Requested Approve agreement for NovusAGENDA Services for agenda management services. Summary In 2014, staff explored a variety of software options for more efficient and cost effective compilation of ineeting agenda packets and for more user-friendly presentation of packet materials to the public. Staff discussed the preferred type of software with Council at an informal meeting. Staff evaluated several service providers and recommends a product called NovusAGENDA provided by Novusolutions. Staff believes that this software best meets the needs and desires of the city. Background Compiling the agenda documents is very time consuxning and requires significant coordination across departments. An agenda management system has the potential to offer considerable time savings, equating to cost savings for the City. The City Attorney has developed the agreement for the services. The agreement includes a no cost 90 day trial period, a one-time setup fee of$750.00, and a base annual fee of$7,950.00 that remains over three years. The agreement provides an option for onsite training at a cost of$2,450.00 per day with a minimum of two days. Staff would like the flexibility to determine if the on-line training is sufficient before committing to the on-site training. The total first year costs are well within the $40,000 budgeted for this project. Please note that the video encoding software that digitizes, indexes, and links agenda item documents to meeting video segments is a separate service by another company and will be presented on a separate contract. Budget Impact Funds for this project carried over from the 2014 budget. Attachment(s) N/A ��� ���� ���� ��� ITEM: �.�.. Clty Of A�3�11E' COUNCIL MEETING DATE: February 12, 2015 '�'ti��C�jl seCT�oN: Consent Agenda � ITEM DESCRIPTION: i � Adopt Resolution Awarding Contract with Parkos Construction Company for the Apple Valley ; � Liquor Store#2 Interior Remodeling And City Hall Reception Counter Remodeling Project in j � the Amount of$116,100.00 i � STAFF CONTACT: � DEPARTMENT/DIVISION: � � Charles Grawe, Assistant City � j Liquor Operations and Administration j � Administrator � � Action Requested Adopt Resolution Awarding Contract with Parkos Construction Company for the Apple Valley Liquor Store#2 Interior Remodeling And City Hall Reception Counter Remodeling Project in the Amount of$116,100.00. Authorize Mayor and City Clerk to sign contract documents. Summary The City runs several retail municipal liquor stores. Maintaining comfortable sales floors that fit customers' expectations is critical in the retail environment. This project would updafe the aesthetics of the sales floor, modify the traffic flow, and remodel the service counter to improve the customer shopping experience. The City has been in the process of upgrading its public areas in the Municipal Center to improve customer service delivery and employee/ security facility. Several improvements were made in 2014. This project improves the security at the reception desk. Background The architect estimated the costs for the base and alternates to be approximately $150,000.00. The City opened bids on February 3, 2015 and received the following: Firm Base Alt 1 Alt 2 Alt 3 Total Parkos Construction Company $104,100.00 $2,800.00 $6,800.00 $2.400.00 $116,100.00 Versacon, Inc. $117,730.00 $2,950.00 $8,700.00 $2,400.00 $131,780.00 Meisinger Construction $153,900.00 $2,900.00 $3,900.00 $2,500.00 $163,200.00 Company, Inc. Derau Construction, LLC * $86,400.00 $2,300.00 $6,000.00 $2,600.00 $97,300.00 FendlerPatterson $115,783.00 $3,928.00 $4,818.00 $4,354.00 $128,883.00 Construction** * Derau Construction withdrew their bid due to a calculation errar(not responsible bid) ** Fendler Patterson Construction failed to provide a bid bond and was disqualified Budget Impact The Liquor Operations Store #2 budget has approved funds for this project carried over from the 2014 budget. The Municipal Center project has funding available from remaining earnings in the now-closed original building construction fund. Attachment(s) Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION AWARDING CONTRACT FOR APPLE VALLEY LIQUOR STORE#2 1NTERIOR REMODELING AND CITY HALL RECEPTION COUNTER REMODELiNG PROJECT WHEREAS,pursuant to City Council Resolution No. 2015-5, sealed bids were received, opened, and tabulated on February 3, 2015, for the Apple Valley Liquor Store#2 Interior Remodeling and City Hall Reception Counter Remodeling Project, and WHEREAS, a tabulation of said bids is attached hereto as Exhibit A, and WHEREAS, the Architect has reviewed the base bids and alternates and recommended acceptance of the Base Bid and Alternates 1, 2, and 3. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, as follows: 1. The base bid of Parkos Construction Company, in the amount of$104,100.00, is hereby found to be the lowest responsible bid meeting specifications for said project. 2. Alternates No. 1, Replacement of planter countertop in the Municipal Center lobby; No. 2, Installation of perimeter soffits in Liquor Store #2; and No. 3, Cabinetry for the Planning Department counter in the Municipal Center; are hereby accepted. 3. The Mayor and Clerk are hereby authorized to enter into a contract with UHL Company, Inc., for said proj ect, in the total amount of$116,100.00, in accordance with the specifications heretofore approved by the Council and on file in the office of the City Clerk. 4. The City Clerk is hereby authorized and directed to return to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained until a contract has been signed. ADOPTED this 12th day of February, 2015. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk Exhibit A APPLE VALLEY, MN APPLE VALLEY LIQUOR STORE#21NTERIOR REMODELING AND CITY HALL RECEPTION COUNTER REMODELING PROJECTS CNH Architect's Estimate: $150,000.00 Alternate Alternate Alternate Bid Addendum Contractor Base Bid #1 #2 #3 Total Bond #1 1 Derau 1 $86,400.00 $2,300.00 $6,000.00 $2,600.00 $97,300.00 ✓ ✓ Construction 2 Fendler Patte2son $115,783.00 $3,928.00 $4,818.00 $4,354.00 $128,883.00 ✓ Construction 3 Meisinger $153,900.00 $2,900.00 $3,900.00 $2,500.00 $163,200.00 ✓ ✓ Construction 4 Parkos $104 100.00 $2,800.00 $6 800.00 $2 400.00 $116,100.00 ✓ ✓ Construction* ' ' ' 5 Promised Land Com anies 6. Versacon $117,730.00 $2,950.00 $8,700.00 $2,400.00 $131,780.00 ✓ ✓ Bid opening held February 3, 2015, at 2:00 p.m., at the Apple Valley Municipal Center. Present: City Clerk Gackstetter, Assistant City Administrator Grawe, Liquor Operations Director Swanson, and CNH Architect Watanabe. 1 Withdrew bid due to calculation error. Z Failed to provide bid bond. ��� ���� ���.� � •^ � ���� � ITEM: � City Of A�1��� COUNCIL MEETING DATE: February 12, 2015 '�/c'�����/ SECT�oN: Consent Agenda � ITEM DESCRIPTION: � � Approve Change Orders#4 and#5 to Contract with Alpha Video and Audio, Inc. for High- � j Definition Video and Audio Telecast Systems for$2,255.00 � , ( STAFF CONTACT: j DEPARTMENT/DIVISION: I Charles Grawe,Assistant City Administration Department ' � Administratar � i � Action Requested Approve Change Orders #4 and #5 to Contract with Alpha Video and Audio, Inc. for High- Definition Video and Audio Telecast Systems for$2,255.00. Summary Attached is a proposal for the fourth and fifth change orders to the project contract. The change orders cover two issues summarized below. The total budget impact for the entire change is an addition of$2,255.00. The contract sum prior to the approval of the change order is $521,950.00. With the approval of the change order,the contract sum would be $524,205.00. Background (Scope of Work and Rationale) Change Order#4 involved the addition of an input to the system for the City logo screen. This input is used in virtually every televised meeting. This item was an addition to the initial system and was errantly omitted from the as-built drawings provided to the contactor. An additional input card was needed for the switcher at a cost of$575.00. Change Order #5 (errantly marked Change Order #6 on the contractor's quote) involved the addition of adjustable mounts for the dais monitors. The original council monitors used a different and brighter technology, allowing the monitors to be viewable while recessed into the dais. The modern monitor screens are more energy efficient, but are viewable from a significantly smaller angle. The monitors were not effectively viewable from the recessed position due to glare from the overhead lighting. The monitor mounts were necessary to make the new monitors viewable to the persons at the dais. The cost for the mounts and installation was $1,680.00. Staff recommends the Council approve the proposed change orders to add the switcher input card and add the dais monitor mounts. Budget Impact The cost for the proposed changes is $2,255.00. This is within the budget for the project. Attachment(s) Change Order#4 Quotation Change Order#5 Quotation (marked at#6 by vendor) � � � Alpha Change Order tfie visua!corramunications e�c erts '��' � ����6� � �°��'�i�- � ��`� � P �� __ I a)il�� �i� ��� �_t �i� L���n � � Alpha Change Order the visual communications experts � � 7711 ComputerAve,Edina MN 55435 12/10/14 AAAQ30374 AFR001-A2 Phone:952-896-9898-Fax 952-896-9899 -Visit us atwww.alphavideo.com We are an equal opportunity employer Mark Moore Phone: (952)953-2502 Mike Pouh City of Apple Valley Fax: (952)953-2515 Sales Executive 7100 W 147th St Terms: NET 30 952-841-3365 Apple Valley Municipal Center Apple Valley, MN 55124 Ship via: Best Way mike.pouh@alphavideo.com USA AFRCC-Change Order#06 Apple Valley Chambers-Dais Monitor Mount Change Statement of Work: Alpha Video will procure and install new adjustable monitor mounts atthe 7 locations on the dais in the Council Chambers. Alpha Video will remove all existing mounts and dress cables as required to provide a clean and functional appearance. "Per client request,the mounts will be modified to fit the space provided. Modifying the mounts will void all warranties on the product from Alpha Video and Chief/Milestone:' � FS60186LK CHIEF FLAT SCREEN TABLE STAND BLACK 7 $165.00 $1,155.00 2 IN7EGRATION LABOR ALPHA VIDEO INTEGRATION LABOR 1 $495.00 $495.00 3 MATERIALS ALPHA VIDEO INTEGRATION MATERIALS 1 $30.00 $30.00 Shipping charges are not included and will be billed at actual cost. Sub Total $1,680.00 Sales tax is not included and will be billed at actual. Sales Tax $0.00 A 3% convenience will be added for credit card payments. Shipping $0.00 Total $1,680.00 Accepted by: Date: PO: All information contained within this quote is valid for the next 30 days. Thereafter,all prices and applicable charges are subject to change. MINIMUM 15%RESTOCKING FEE WITH ORIGINAL PACKAGING. 12/11/14 CONFIDENTIAL Page 1 of 1 - ��� ���� ����� � . � I ��� ITEM: , Clty Of A�Ip1@ COUNCIL MEETING DATE: February 12, 2015 �r���£�/ secT�oN: Consent Agenda � ITEM DESCRIPTION: ; Authorize Final Payment to Alpha Video and Audio, Inc. for High-Definition Video and Audio � I Telecast Systems in the Amount of$5,007.25 1, k STAFF CONTACT: DEPARTMENT/DIVISION: ' Charles Grawe, Assistant City i Administration Deparhnent � Administrator Action Requested Authorize Final Payment to Alpha Video and Audio, Inc. for High-Definition Video and Audio Telecast Systems in the Amount of$5,007.25 Summary In April, the City of Apple Valley, acting as the financial agent on behalf of the members of the Apple Valley, Farmington, Rosemount Cable Commission, approved plans and specifications and authorized the receipt of bids for the replacement of the video and audio telecast systems in each city council chambers/ control rooms. Apple Va11ey proceeded to manage the project as the fiscal agent of the Commission. The cost of the project totaled$524,205.00, including five change orders. Background The City has been working to upgrade its audio and video equipment to meet current production Stana�as. Budget Impact N/A Attachment(s) Application for Final Payment C17Y GF APP�.c VA�LCI', M1t�1�;E5'UT� APPLt:CATIO�i�OR P�YtVI�M1iT QATc: ���r ,� �<,j � . �,�.� ' � � FC?R P�R1�t�. � ���t' �L� �j i'RDJ�C.i' �� � ���e-� �.o��.c�� C.�.�.,b�r�rrcim �c��t �t`t 70 (� "�� �"- � � +��5.�r��.�.°' a.c�i� �C}�ITF�,ACI`G�?: _����:w, Z1:d�o k��dt� l�c RcQ�t�S i F�R PA'�M:�i�T(�C�. � �C)I7R�S�: �-��.� �.,�a�.. ���' �•� �'�'t�� , N��1 �, ��-t"�S z _ sun�€v�.��: 1. r�ri�:inal C6niract Amc�unz � � � � `��� �� z� � ?, Ch�rrgp flrcf�r-A�afTl01� � ��;�.2�, � 3. �hang� brd�r-i��QUCTiQ�; � � C�tJ c7 � `� �. R�r!ised Conxract�rnaunf � ,j�,� �,t��.°� �� 5. 7aia1 Gampl��e�i an� Star�cit� Cate � .� �.t��, �. Les� R�tainag� °1� � .--- 7: Toial Ea�ned Less F?aiai�aae �'�� �,:p c�' '°� 1 � 8. Lss��mount�ai�Pr�4iou�ly � �j � c� ��(� �� , t 9. Af�r9QUt�IT D�.1E iHIS ��.lFF�t2�N1" F,=�L�:=�, � � i,j�}�.�'� The una�rs�ctn�d C:oniractor ce�:�iri�s fhat�o rhe b?st c��`his kr�a�ral���e, ir►�orma�ion ana be(ief, the vu�gk covttre� by fh�s�ppt�ca�ion far ya�ymenK has bw�n c�m�(���d i� acccrr�anc�with�}�e �nritract dncurrier�ts, f;�af a!i aa~nounts f;auQ bR�n paid by hi€rE f�r t�ar},�s�r tr��iv3� pr�ui�us payrrs�n�s vu�r� rrc�iti��d�r�rr�Fh� Cit}��n�ti��� cur��nt aaym�rt�hc��vn hcr��n ;s r���,�d��. �'c�rttract�;� ' �, �`'1°� V t �� �5 }� � c�� ��C. � �W' �'ti--*r--`xr �'�,.✓����- � '�''�'i��vt'4"tCt"'ic�G�C� ��°3; ��j�YTt;l'ii �tl.' %��4��}'� ��.""r..�'�3���� F�Vi��vC T;tl�: ��i�;: Alpha Video and Audio, Inc. 7711 Computer Avenue SYSINV010615DB Edina, MN 55435-5494 INVOICE NO. 952-896-9898 FAX 952-896-9899 AFR001-A2 http://www.alphavideo.com CUSTOMER N0. _ - � �.. - ����TI'�'L� � �1��S�a��d�c�a��ud7o I�ic. � � �77�1���aa�t�x��� � ,� , � • ������������ ��� 4� � � � a fi5 � Y � y^�r �-;- �i BILLTO: CITY OF APPLE VALLEY � SHIPTO�ITY OF ROSEMOUNT MARK MOORE MARK MOORE 7100 W 147TH ST 7100 W 147TH ST APPLE VALLEY MN 55124 APPLE VALLEY MN 55124 � ��r�;:v.. � ',�� �t�r��i,�+,F� ;F_.4s ?� '� ...., . .... ,�.." ,,.;� .. _ . .��� ��� `� ,'C a,� �2`�` 'Y 4 ..Y'�����`A�.:. f P,�.;r'.":x' 12/31I20i4 ALPNA 6EL PD- D � NET 30 �f30f2�15 ��P;l��t�f�A��i�����1i:1�lH�R :°�����A�'�,v �A�E�'REF3��k� �3� , � �.��,`��, �� ���`Y'�1���I��t18��' � . � � . : . . . . . CHANGEORDER 7 7 0 FSB018BLK CHIEF FLAT SCREEN TASLE STANC $165.00 $1,155.00 � 1 0 LPHA-INSTALL ALPMA INSTALL LABOR ORIGINAL ; $495.00 $495.00 � 1 0 MISC INSTALL MA ERIAI MISC WSTALL MATERIALS $30.00 - $30:OQ � 1 0 RETAINAGE RETAINAGE $3,327.25 $3,327.25 THAN YOU FO THE Q DER! Subtotal $5,007.25 Misc $0.00 Tax $Q.00 Freight $0.00 Trade Discount $0.00 Total $5,OQ7.25 EQUAL OPPOf7TUN/TYEMPLOYER � i i >5%Minimum Restocking FeesA,np/y ToA//Author/zedRetums Tit/e Does NotPass Unti/Merchand�se/s Paid/n Fu//. 1.5%Late Fee PerMonth OnA//PastDue Ba/ances ��� � ��� ����� � ���� ITEM: City Of A�?�?�� COUNCIL MEETING DATE: February 12, 2015 �/��I��/ SECTioN: Consent Agenda � ITEM DESCRIPTION: i Authorize Final Payment to Energy Consulting Partners for Liquor Store Walk-in Cooler Fan ; Motors and Controls Project in the Amount of$13,214.81 � � STAFF CONTACT: ( DEPARTMENT/DIVISION: � Scott F. Swanson, Liquor Operations ; Liquor Operations ' � Director ' � � I � Action Requested Authorize final payment to Energy Consulting Partners far Liquor Store Walk-in Cooler Fan Motors and Controls Project in the Amount of$13,214.81, contingent upon receipt of all required documentation. Summary Last fall, the City entered into a contract with Energy Consul�ing Partners to replace the cooler fan motors and controls with more efficient models. The coolers are an important, but energy- consuming element of each liquor store. The coolers draw a large amount of electricity to keep the beverages refrigerated. This project replaced the old in efficient motors with more efficient electronically commutated motors. Background The City has been working on improving energy efficiency in its buildings. The fan motors contribute to accomplish that goal. Budget Impact N/A Attachment(s) Application for Payment Final Invoices CITY OF APPLE VALLEY, MINNESOTA APPLICATION FOR PAYMENT DATE: ��`���� FOR PERIOD: PROJECT: _�t���'� ���°.� ��� �6��� �rom � To CONTRACTOR: �nC''"" � Co,��.� ��',� ��t� REQUEST FOR PAYMENT NO. _� � ADDRESS: �'�tl L� �°S�S` ��,1�'� � �� ���� ,��s.s��3S� SUMMARY: 1. Originai Contract Amount ��� 2 �L�, �� 2. Change Order-ADDITION $ � 3. Change Order- DEDUCTION $ � 4. Revised Contract Amount �� �� �� �' 5. Total Compieted and Stored to Date � f D(�� - 6. Less Retainage % � — 7. Total Earned Less Retainage � — 8. Less Amount Paid Previausly � 9. AMOUNT DUE THIS CURRENT REQUEST $ ��j `Zr�f �� The undersigned Contractor certifies that to the best of his knowledge, information and belief, the work covered by this application for payment has been completed in accordance with the contract documents, that all amounts have been paid by him for work for which previous payments were received from the City and that current payment shown herein is now due. Contractor: � � �� �, � �, ����,�,r BY: _ ��.�y D���- ,�--- Recommended for Payment gy� ATTACH ITEMiZED INVOICE Title: Date: ���;,:. ���;a�..,�$�, �„�:1C��:"`tl��s'1� C""mRC�t �',�:': � .� � INVOICE#117 755 Willow Gfen Dr DATE:JANUARY 4, 2015 Buffalo, MN 55313 Phone 763-238-3077 TO: SHIP TO: City of Apple VaUey(Store#1) 7525 148�'St W Apple Valfey, MN 55124 COMMENTS OR SPEClAL iNSTRUCTiONS: _ . __ _ __ __ ___. _ . _ . _. _ _ .. _ SALESPERSON P.O.NUMBER REQUISlTIONER SNIPPED V1A ' F.O_B.POINT TERMS _ Due on __ ___ _. __ . receipt -- _.. _._ __ __ _ _ __ ___ __ ._..___ _ _ ______._ _ . __ _ _ _ _. .___... _.___.___.__ _. ___ _ __. _ _ _ ____. ' QU/kN'CITY DESCI�PT'tON UNIT AR10E 70TAL __ _ _. __ ___ _ __ __ _ _ __ __ __ _ 8 CCW 11�orritl5SME59BL.A'EU38 _ ___ . __ _ __ __ _. ____ _ _. . _ __ _ __.__ ___. ; 6 CW Morrifl 5SME39HLHE102 _ __ __ 1 FC . FC Greenwize Fan Speecf cantrotler($mators controlled) . 3768.81 _ _. . _ — _ ________ ____ . ____ _ ._ ___ _ _ ._ __ _ __ __ __ _ _ __ _ _ ___ __ _ _. . _ _ _ _ __ _____ _ __ __ . ___ __ __ _ _ , __ __ _ _ __ _ SUBTOTAL 3768.81 ___ .___ ._____ __ SALES TAX ' $201.25 SHIPPlhtG& HANDLIldG _ _ . __ TOTAL DUE ' �3970.06 . Make afl checks payable to Energy Consulting Partners If you have arty questions concerning this invoice, contad Cody Decker 763-23&3077 THANK YOU FOR YOUR BUSINESS! � � � . ' ���- �r-���-�.:1 ��r;��..���t s� F��.�'����-�„ tNVOICE#116 755 Willow Glen Dr bATE:JANUARY 4, 2015 Buffato, MN 55313 Phone 763-238-3077 �Q: SHIP T�: City of Apple Vatley(Store#3) 5470 957"'St W Apple VaBey, MN 55124 COMMEN'ES QR SPECIAL It�tSTRUCTIONSt _ __ __ __ . ___. _._ _ ___ __ SALESPERSQi�I P.O.At1lMBER REQUtSl770HER S}i1PPED 1liA F.O.B.Pt)tNT TERMS __ _ ._ _ . . __ __ _ _ __ Due on recei�t _ ___ _ , __ __ __ __ . __... ____ __ _ . _ .__ __ ___ __ __ _. __ _ . ___ ____ . _. _._ ._ ___ ' �tu� c�sc�r� ur�t��MC� rorat _ _ _ _ __ _ ____ _ __ ___ �ccvv a�5s�t���t� _ ___ __ ____ _ __ . _. __ _ 4 Fc����s���s�s c+�n�� — e7so.00 ._ _ _. ___ ____ _ _ _ _ _ __ _ ___ __ _ _ . . _ _ _ _ _ _ ._ _-- . _.__ __ ___ ___ _ _ _ , _. __ __ _ _ _ __ _ _ _ _ ___ ___ __ __ _ __ _ _ . __ __ _ _ _ _ __ . _ , _ __ _ _ ___ _ . _ _ __ _ _ _ _ __ _ _ __ . _ . _ . __ _ ___ __ _ SUBTOTA� ' 878U.00 __ __ SAl.ES'�1kX 34+64.75 '_ __ S�P#�t�IG�k�i�3L1Nfi ', � . __ TOTAL l7t7E �9244.75 _ __ _ Make a1E chedcs payabfe fo Energy Car►suifing Partners If yc�lra�ne amr��r���s invace,c�ntau�Gody E�dcer 763-238-3077 THANK YOU FOR YOUR BUSi1+lESS! ... �} . � 3 :::: � .... .... City of App�e Valley MEMO Public Works Department TO: Mayor,City Council and City Administrator FROM: Colin G.Manson,City Engineer DATE: February 12,2015 SUBJECT: FINAL PAYMENT AND PROJECT FUNDING SOURCES FOR CITY PROJECT 2014-101,2014 STREET IMPROVEMENTS Attached, please find the seventh and final payment for Apple Valley Project 2014-101, 2014 Street Improvements. All public improvements associated with the proj ect are complete and in acceptable condition to become public infrastructure of the City of Apple Valley. This final payment of$200,145.55 will close the contract with McNamara Contracting, Inc. and results in a total construction cost of $2,955,078.88; 0.35%under the revised contract amount. Final cost breakdown and funding for the project is summarized below. Project Expenses: As Awarded Final Construction Cost $2,940,500 $2,955,078.88 Construction Contingency $ 100,000 $ 0.00 Engineering Design, Contract Admin. $ 140,000 $ 138,204.00 Engineering Inspection $ 100,000 $ 61,430.00 Geotechnical,Material Testing, Surveying $ 150,000 $ 61,790.81 Total Estimated Cost $ 3,430,500 $3,216,503.69 Project Fundin� Parks Operations/Park Bond $ 153,700 $ 153,700.00 Water Utility $ 90,000 $ 90,0OO.OQ Sanitary Sewer Utility $ 350,000 $ 350,000.00 Storm Drainage Utility $ 95,000 $ 95,000.00 Road Improvement Fund $2,741,800 $2,527,803.69 Total Estimated Funding $ 3,430,500 $ 3,216,503.69 Total project expenses fall within the preliminary project estimate of$3,430,500.00. Recommended Action: Approve Acceptance and Final Payment on Contract with McNamara Contracting, Inc. for Apple Valley Project 2014-101, 2014 Street Improvements, in the Amount of $200,145.55 for a Contract Total of $2,955,078.88. CGM:cg Attachment c: Todd Blomstrom PAYMENT VOUCHER NO.7&FINAL 2014 STREET IMPROVEMENTS CITY PROJECT NO.2014101 For Period:9-30-2014 Through 1-13-2015 OWNER: CONTRACTOR: City of Apple Valley Contractor Name McNamara Contracting, Inc. 7100 147th Street West Contractor Address 16700 Chippendale Ave. Apple Valley, MN 55124 City, State, Zip Rosemount, MN 55068 Telephone Na 651-322-5500 Amount of Contract: $2,940,494.25 Change Order 1 $25,096.00 Total Amount $2,965,590.25 Contract Value Less Amount of Work 0 Less Net Account Per Resolution Certified Percent Previous Amount Number 2014-38 To Date Retained Payments Due Street 2027-6810-2014101R $2,780,453.25 $2,750,708.99 $0.00 $2,564,851.56 $185,857.43 Water 2oz�-ss�o-2o141o1w $48,815.00 $72,789.40 $0.00 $60,019.25 $12,770.15 Park 2027-6810-2014101P $111,226.00 $109,968.04 0.00 $108,66620 1301.84 Subtotal $2,940,494.25 $2,933,466.43 $0.00 $2,733,537.01 $199,929.42 CO#1 Street 2027-6810-2014101R 25 096.00 21 612.45 0.00 21 396.33 216.72 Total $2,965,590.25 52,955,078.88 $0.00 $2,754,933.34 $200,145.54 � Date: �' �'�� � ����� C '-`�.., City Engineer Date: 2'0�/' /.�' v d Public Works Director ;�*� Owner:Cit of A le Vaile ,?100 W, 147th St.,A le VaAe ,MN 55124 Date: Janua 13,2�14 ���� ;��`' For Period: 9/30/2014 TO 1l13>201d ' Re uest No: 7&FINAI. AIrI�'e Contractor: McNamara Contractin , inc. Va��ey CONTRACTOR'S REQUEST FOR PAYMENT 2014 Strest Improvements Project File No. 2014109 SUMMARY ] Original Contract Amount $ $2,940,494.25 2 Change Order-Addition $ 25,096.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $2,965,590.25 5 Value Completed to Date $ $2,955,078.88 6 Materiai on Hand $ $0.00 7 Amount Earned $ � $2,955,078.8$ 8 Less Retainage Q% $ $0.00 � Subtota] $ $2,955,0'78.88 10 Less Amount Paid Previously � � $ $2,754,933.33 l 1 Liquidated damages- $ $4,00 12 AMOIINT DtTE THIS REQUEST FQR PAYMENT NO. 7&F]NAL $ $200,145.55 Approved by Contractor: Approved by Owner: McN a Contractin nc CITY OF APPLE VALLEY I�1 � ��9^�/� �'����{� 8peci�ed Contract Comgletion Date: Date: �� �" �� 2014-101 Request for Payment 7&FINA�.xls Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date PART 1-SHERMAN HEIGHTS RECONSTRUCT 1 MOBILIZATION LS 1 $48,000.00 1.00 0 1.00 $48,000.00 2 REMOVE CURB AND GUTTER LF 1700 $3.00 1846.00 0 1846.00 $5,538.00 3 REMOVE CONCRETE WALK OR DRIVEWAY SF 1550 $1.00 2187.00 0 2187.00 $2,187.00 4 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 125 $12.00 94.20 0 94.20 $1,130.40 5 REMOVE BITUMINOUS PAVEMENT SY 5250 $1.00 4952.00 25 4977.00 $4,977.00 6 REMOVE CURB STOP&BOX EA 1 $425.00 1.00 0 1.00 $425.00 7 REMOVE VALVE BOX EA 2 $500.00 8.00 -4 4.00 $2,000.00 8 SAWING BITUMINOUS PAVEMENT LF 180 $1.00 559.00 0 559.00 $559.00 9 COMMON EXCAVATION CY 3050 $5.00 2806.00 323 3129.00 $15,645.00 10 PREMNM TOPSOIL BORROW(LV) CY 60 $52.00 82.00 0 82.00 $4,264.00 11 SELECT GRANULAR BORROW(C� CY 1900 $5.00 1734.00 127 1861.00 $9,305.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND 12 DRIVES TON 75 $6.00 76.96 0.01 7697 $461.82 13 AGGREGATE BASE CLASS 5 TON 2525 $6.00 2526.54 14.91 2541.45 $15,248.70 14 MILL BITUMINOUS SURFACE(2.0") SY 30 $10.00 26.60 0 26.60 $266.00 15 BITUMINOUS MATERIAL FOR TACK C�OAT GL 300 $2.00 285.00 0 285.00 $570.00 16 TYPE SPNWA330C NON-WEAR 2"THICK TON 600 $40.00 546.22 27.98 574.20 $22,968.00 17 T'I'PE SPWEA330C WEAR 2"THICK TON 600 $40.00 520.71 0 520.71 $2Q828.40 18 TYPE SPWEA330B WEAR FOR TRAILS&DRIVES TON 30 $125.00 23.42 0 23.42 $2,927.50 19 FINE FILTER AGGREGATE(LV) CY 14 $1.00 0.00 0 0.00 $0.00 20 4"PERFORATED PE PIPE DRAIN LF 200 $4.00 200.00 0 200.00 $800.00 21 CONNECT INTO DRAINAGE STRUCTURE EA 2 $200.00 2.00 0 2.00 $400.00 22 FURNISH AND INSTALL VALVE BOX EA 2 $1,000.00 4.00 0 4.00 $4,000.00 23 RECONNECT TO EXISTING WATER SERVICE EA 1 $300.00 1.00 0 1.00 $300.00 24 1"CURB STOP AND BOX EA 1 $900.00 1.75 0 1.75 $1,575.00 25 RECONSTRUCT DRAINAGE STRUCTURE LF ]0 $400.00 11.87 3.37 15.24 $6,096.00 26 SALVAGE AND INSTALL CASTING EA 11 $700.00 11.00 0 I1.00 $7,700.00 27 6"CONCRETE SIDEWALK OR DRIVEWAY SF 900 $5.00 1882.00 -59.3 ]822.'70 $9,113.50 28 CONCRET'E CURB AND GUTTER,DESIGN D412 LF 1600 $9.00 1816.00 13 1829.00 $16,461.00 29 7"CONCREI'E VALLEY GUTTER SY 176 $60.00 134.20 -4.88 12932 $7,759.20 30 TRUNCATED DOME PANEL SF 80 $40.00 80.00 0 80.00 $3,200.00 31 PEDESTRIAN CURB RAMP SF 220 $8.00 323.00 23 346.00 $2,768.00 32 TRAFFIC CONTROL LS 1 $23,000.00 1.00 0 1.00 $23,000.00 33 STORM DRAIN INLET PROTECTION EA 4 $250.00 4.00 0 4.00 $1,000.00 2014-107 Request for PaymeM 7 8 FINAL.xIs Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date 34 SODDING 1'YPE LAWN SY 300 $10.00 987.00 0 98'7.00 $9,870.00 � 35 FERTILIZERTYPE3 LB 15 $2.00 61.00 0 61.00 $122.00 36 TURFESTABLISHMENT LS 1 $18,000.00 1.00 0 1.00 $18,000.00 TOTAL PART 1-SHERMAN HEIGHTS RECONSTRUCT 5269,465.52 PART 2-GLAZIER AVENUE AND GARRETT AVENUE RECONSTRUCT 37 MOBILIZATION IS 1 $143,000.00 1.00 0 1.00 $143,000.00 38 CLEARING TREE 1 $350.00 1.00 0 1.00 $350.00 39 GRUBBING TREE 1 $350.00 1.00 0 1.00 $350.00 40 REMOVE CURB AND GUTTER LF 2640 $6.00 1213.00 1690 2903.00 $17,418.00 41 REMOVE 15"RCP STORM SEWER LF 20 $9.00 20.00 0 20.00 $180.00 42 REMOVE CONCRETE VALLEY GUTTER SF 1922 $5.00 816.00 1174 1990.00 $9,950.00 43 REMOVE CONCRETE WALK OR DRIVEWAY SF 1635 $1.00 907.00 24 931.00 $931.00 44 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 1200 $10.00 372.00 538 910.00 $9,100.00 45 REMOVE BITUMINOUS PAVEMENT SY 11200 $2.00 ]0715.00 -381 10334.00 $20,668.00 46 REMOVE CURB STOP&BOX EA 1 $525.00 1.00 0 I.00 $525.00 47 REMOVE MANHOLE OR CATCH BASIN INCL CASTING EA 1 $1,000.00 1.00 0 1.00 $1,000.00 48 SAWING BITUMINOUS PAVEMENT LF 180 $1.00 415.00 415 830.00 $830.00 49 COMMON EXCAVATION WALKS AND DRIVES CY 310 $35.00 300.00 79 379.00 $13,265.00 50 COMMON EXCAVATION CY 9120 $5.00 5758.00 2100 7858.00 $39,290.00 51 PREMIUM TOPSOIL BORROW(LV) CY 240 $55.00 230.00 0 230.00 $12,650.00 52 SELECT GRANULAR BORROW(CV) CY 5025 $5.00 3620.00 0 3620.00 $18,100.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND 53 DRIVES TON 930 $6.00 226.16 122.97 349.13 $2,094.78 54 AGGREGATE BASE CLASS 5 TON 6800 $6.00 4779.00 0 4779.00 $28,674.00 55 MILL BIT[JMINOUS SURFACE(2.0'� SY 10 $10.00 40.00 0 40.00 $400.00 56 BITUMINOUSMATERIALFORTACKCOAT GL 950 $10.00 1015.00 0 ]015.00 $10,150.00 57 TYPE SPNWA330C NON-WEAR 2"THICK TON 1420 $60.00 1136.21 56.62 1192.83 $71,569.80 58 1'YPE SPWEA330C WEAR 1.5"THICK TON 1360 $60.00 12ll.85 40.08 1251.93 $75,ll5.80 59 T'YPE SPWEA330C WEAR 2"THICK TON 500 $60.00 3ll.85 0 311.85 $18,71 I.00 60 TYPE SPWEA330B WEAR FOR TRAILS&DRIVES TON 150 $125.00 223.52 0 223.52 $27,940.00 61 MODULAR BLOCK RETAINING WALL SF 200 $30.00 197.90 25.4 22330 $6,699.00 62 FINE FILTER AGGREGATE(LV) CY 80 $1.00 0.00 0 0.00 $0.00 63 15°RC PIPE DRAIN CLASS V 0'-l0' LF 23 $40.00 23.00 1 24.00 $960.00 64 4"PERFORATED PE PIPE DRAIN LF 1100 $3.00 1100.00 0 1100.00 $3,300.00 2014-101 Request tor PaymeM 7&FINALxIs � Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date 65 CONNECT INTO DRAINAGE STRUCTURE EA 2 $400.00 2.00 0 2.00 $800.00 66 1"TYPE K COPPER LF 5 $95.00 6.00 0 6.00 $570.00 67 RECONNECT TO EXISTING WATER SERVICE EA 1 $300.00 1.00 0 1.00 $300.00 68 1"CURB BOX&STOP EA I $900.00 2.00 0 2.00 $1,800.00 69 LOCATE&ADJUST CURB BOX EA 1 $500.00 1.00 0 1.00 $500.00 70 LOCATE&ADJUST VALVE BOX EA 1 $500.00 1.00 0 1.00 $500.00 71 RECONSTRUCT DRAINAGE STRUCTURE LF 12 $200.00 836 0.52 8.88 $1,776.00 72 CASTING ASSEMBLY,TYPE R3382 EA 3 $1,750.00 4.00 0 4.00 $7,000.00 73 INSTALL CASTING EA 1 $400.00 1.00 0 1.00 $400.00 74 SALVAGE AND INSTALLCASTING EA 18 $700.00 11.00 9 20.00 $14,000.00 �5 CONNECT TO EXISTING STRUCTURE EA 1 $550.00 1.00 0 1.00 $550.00 FURNISH AND INSTALL 2'X3'CB,INCL HDPE ADJ 76 RINGS EA 1 $2,500.00 1.00 0 I.00 $2,500.00 77 4"CONCRETE SIDEWALK SPECIAL,COLORED SF 64 $30.00 31.63. 0.07 31.70 $951.00 78 6"CONCRETE SIDEWALK OR DRIVEWAY SF 5900 $4.50 6063.00 92 6155.00 $27,697.50 ' 79 CONCRETE CURB AND GUTTER,DESIGN D618 LF 1200 $15.00 1560.00 -64 1496.00 $22,440.00 80 7"CONCRETE VALLEY GUT"I'ER SY ]000 $65.00 914.53 -13.53 901.00 $58,565.00 81 TRUNCATED DOME PANEL SF 52 $40.00 52.00 0 52.00 $2,080.00 � 82 PEDESTRIAN CURB RAMP � SF 400 $8.00 218.76 0 218.76 $1,750.08 83 INSTALL HANDHOLE EA 8 $475.00 0.00 0 0.00 $0.00 84 2"NON-METALLIC CONDUIT LF 6000 $4.50 0.00 0 0.00 $0.00 85 TRAFFIC CONTROL LS 1 $43,000.00 1.08 0 1.08 $46,354.00 86 RIGID PVC LOOP DETECTOR 6'X 10' EA 1 $2,000.00 1.00 0 1.00 $2,000.00 87 ADJUST HANDHOLE EA 3 $300.00 0.00 0 0.00 $0.00 88 STORM DRAIN INLET PROTECTION EA 8 $250.00 7.00 0 7.00 $1,750.00 89 SODDING TYPE LAWN SY 1300 $4.00 1617.00 0 1617.00 $6,468.00 90 FERTILIZER TYPE 3 LB 50 $1.00 92.00 0 92.00 $92.00 91 TURF ESTABLISHMENT LS 1 $28,000.00 1.00 0 1.00 $28,000.00 92 4"SOLID LINE WHITE-PAINT LF 250 $0.50 247.00 0 247.00 $123.50 93 12"SOLID LINE WHITE-PAINT LF 260 $2.00 147.00 0 147.00 $294.00 94 24"STOP LINE WHIT'E-PAINT LF 70 $2.50 63.00 0 63.00 $157.50 95 4"DOUBLE SOLID LINE YELL,OW-PAINT LF 950 $035 923.00 0 923.00 $323.05 96 PVMNT MSG,LEFT ARROW EA 4 $150.00 4.00 0 4.00 $600.00 97 PVMNT MSG,RIGHT ARROW EA 1 $150.00 1.00 0 1.00 $150.00 TOTAL PART 2-GLAZIER AVENUE AND GARRETT AVENUE RECONSTRUCT $763,713.01 2014-101 Request for Paymen[7&FINAL.�ds Contract Unit Previous Current Quantity Amount No. ltem Unit Quantity Price Qnantity Quantity to Date to Date PART 3-CEDAR ISLES RECONSTRUCT 98 MOBILIZATION LS 1 $88,000.00 1.00 0 1.00 $88,000.00 99 REMOVE CURB AND GUTTER � LF 2330 $5.50 2095.00 341� 2436.00 $13,398.00 100 REMOVE CONCRETE VALLEY GUTTER SF 3240 $1.00 2187.00 842 3029.00 $3,029.00 ]O] REMOVECONCRETEWALKORDRNEWAY SF 1110 $].00 1739.00 0 1739.00 $1,739.00 102 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 115 $10.00 ll5.50 0 115.50 $1,155.00 103 REMOVE BITUMINOUS PAVBMENT SY 13200 $4.00 13060.00 42 13102.00 $52,408.00 104 REMOVE CURB STOP AND BOX EA 1 $575.00 2.00 0 2.00 $1,150.00 105 SAWING BITUMINOUS PAVEMENT LF 330 $1.00 580.00 0 580.00 $580.00 106 COMMON EXCAVATION CY 7500 $15.00 7618.00 908 8526.00 $127,890.00 107 PREMNM TOPSOII,BORROW(LV) CY 70 $60.00 ]05.00 0 ]05.00 $6,300.00 108 SELECT GRANULAR BORROW(C� CY 4805 $13.00 4570.00 714 5284.00 $68,692.00 AGGREGATE BASE CLASS 5 FOR TRAII,S,WALKS AND 109 DRIVES TON ]50 $6.00 38.37 3837 $230.22 110 AGGREGATE BASE CLASS 5 TON 6410 $6.00 7123.45 0 7123.45 $42,740.70 111 MILL BITUMINpUS SURFACE(2.0") SY 50 $10.00 35.90 34.5 70.40 $704.00 112 BITUMINOUS MATERIALFOR TACK COAT GL 700 $2.00 525.00 0 525.00 $1,050.00 113 TYPE SPNWA330C NON-WEAR 2"THICK TON 1700 $40.00 1600.45 43.37 1643.82 $65,752.80 114 TYPE SPWEA330C WEAR2"THICK TON ]700 $40.00 1387.60 268.95 1656.55 � $66,262.00 115 TYPE SPWEA330B WEAR FOR TRAILS&DRIVES TON 50 $125.00 5332 5332 $6,665.00 ll6 FINE FILTER AGGREGATE(LV) CY 500 $1.00 0 0.00 $0.00 117 15"RC PIPE DRAIN CLASS V 0'-10' LF 85 $40.00 86.00 0 86.00 $3,440.00 118 4"PERFORATED PE PIPE DRAIN LF 7045 $3.50 7030.00 ]12 7142.00 $24,997.00 119 FURNISH AND INSTALL 4"STORM SEWER WYE EA 67 $210.00 31.00 0 31.00 $6,510.00 120 FURNISH AND INSTALL 4"PE CAP EA 67 $75.00 28.00 24 52.00 $3,900.00 121 CONNECTINTODRAINAGESTRUCTURE EA 20 $]00.00 19.00 0 19.00 $1,900.00 122 RECONNECT TO EXISTiNG WATER SERVICE EA 1 $300.00 0 0.00 $0.00 123 1"CURB STOP AND BOX EA 1 $900.00 1.50 0 1.50 $1,350.00 124 RECONSTRUCT DRAINAGE STRUCTURE LF 35 $100.00 40.95 0 40.95 $4,095.00 125 SALVAGE AND INSTALL CASTING EA 46 $700.00 39.00 10 49.00 $34,300.00 FURNISH AND INSTALL 4'MH OVER EXIST PIPE,INCL 126 R-1642B CSTNG&HDPE ADJ R1NGS EA 1 $5,000.00 1.00 0 1.00 $5,000.00 FURNISH AND INSTALL 4'CBMH,INCL R-3290VB 127 CS1'NG&HDPE ADJ RINGS EA ] $5,000.00 2.00 0 2.00 $10,000.00 FURNISH AND INSTALL 2'X3'CB,INCL R-3290VB 128 CSTNG&HDPE ADJ RINGS EA ] $3,500.00 0 0.00 $0.00 129 6"CONCRETE SIDEWALK OR DRIVEWAY SF 710 $5.00 1167.20 28.8 ll 96.00 $5,980.00 2014-101 Request for PaymeM 7 R FINAL.xIs � II Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date 130 CONCRETE CURB AND GUTTER,MOiTNTABLE LF 2300 $16.00 2075.10 40.9 2116.00 $33,856.00 131 CONCRETE CURB AND GUTTER,DESIGN B618 LF 30 $16.00 127.5 127.50 $2,040.00 132 7"CONCRETE VALLEY GUTTER SY 445 $62.00 407.78 0.46 408.24 $25,310.88 133 TRUNCATED DOME PANEL SF 170 $40.00 224.00 12 236.00 $9,440.00 134 PEDESTRIAN CURB RAMP SF 400 $8.00 722.20 247.6 � 969.80 $7,758.40 135 2"RIGID STEEL CONDUIT LF 40 $30.00 40.00 0 40.00 $1,200.00 136 TRAFFIC CONTROL LS 1 $30,000.00 1,00 0 1.00 $30,000.00 137 STORM DRAIN INLET PROTECTION EA 22 $250.00 14.00 3 17.00 $4,250.00 138 SODDING TYPE LAWN SY 310 $8.00 1006.80 36.2 1043.00 $8,344.00 139 FBRTILIZER TYPE 3 � LB 20 $2.00 63.00 0 63.00 $126.00 140 TURF ESTABLISHMENT LS 1 $23,500.00 0.70 0.3 1.00 $23,500.00 TOTAL PART 3-CEDAR ISLES RECONSTRUCT $795,043.00 PART 4-144TH STREET 141 MOBILIZATION LS 1 $30,000.00 1.00 0 1.00 $30,000.00 142 CLEARING TREE 2 $350.00 2.00 0 2.00 $700.00 143 GRUBBING TREE 2 $350.00 2.00 � 0 2.00 $700.00 144 REMOVE CURB AND GUTTER LF 705 $2.00 740.40 0 740.40 $1,480.80 145 REMOVE 12"RCP STORM SEWER LF S $10.00 4.00 0 4.00 $40.00 146 REMOVE CONCRETE WALK OR DRIVEWAY SF 2740 $0.50 2866.00 52 2918.00 $1,459.00 147 REMOVE PAVEMENT MARKING SF 90 $2.50 90.00 0 90.00 $225.00 148 REMOVE BITUMINOUS PAVEMENT SY 1110 $4.00 1023.00 0 1023.00 $4,092.00 149 REMOVE MANHOLE OR CATCH BASIN INCL CASTING EA l $1,000.00 1.00 0 1.00 $1,000.00 150 SAWING BIT[JMINOUS PAVEMENT LF 230 $1.00 � 318.00 0 318.00 $318.00 151 SALVAGE SIGN PANEL EA 4 $40.00 4.00 6 10.00 $400.00 152 PREMNM TOPSOIL BORROW(LV) CY 150 $52.00 100.00 0 100.00 $5,200.00 153 COMPOST(LV) CY 150 $27.00 ]00.00 0 100.00 $2,700.00 154 SELECT GRANULAR BORROVJ(C� CY 600 $5.00 490.00 0 490.00 $2,450.00 155 COMMON BORROW(CV) CY 310 $4.00 765.00 -453 312.00 $1,248.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND 156 DRIVES TON 170 $6.00 162.24 16.77 179.01 $1,074.06 157 AGGREGATE BASE CLASS 5 TON 800 $6.00 663.81 0 663.81 $3,982.86 158 MILLBITCTMINOUS SURFACE(2.0") SY 10 $10.00 40.90 0 40.90 $409.00 159 BITUMINOUS MATERIAL FOR TACK COAT GL 100 $2.00 ll 0.00 0 110.00 $220.00 160 TYPE SPNWA330C NON-WEAR 2°THICK TON 200 $40.00 171.56 0 171.56 $6,862.40 2014-101RequestforPaymen[7&FINAL.�ds � � Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Qnantity Quantity to Date to Date 161 TYPE SPWEA330C WEAR 2"THICK TON 200 $40.00 140.1 I 0 140.11 $5,604.40 162 MODULAR BLOCK RETAINING WALL SF 250 $30.00 436.20 0 436.20 $13,086.00 163 FINE FILTER AGGREGATE(LV) CY 6 $20.00 0 0.00 $0.00 164 12"RC PIPE DRAIN CLASS V 0'-10' LF 20 $40.00 16.00 0 16.00 $640.00 165 4"PERFORATED PE PIPE DRAIN LF 160 $10.00 160.00 0 160.00 $1,600.00 166 CONNECT INTO DRAINAGE STRUCTURE EA 4 $I50.00 4.00 0 4.00 $600.00 167 RECONSTRUCT DRAINAGE STRUCTURE LF 12 $350.00 18.70 4.51 23.21 $8,123.50 168 CASTING ASSEMBLY,TYPE R-1642B EA 1 $500.00 2.00 0 2.00 $1,000.00 169 INSTALL CASTING EA 1 $400.00 2.00 0 2.00 $800.00 170 SALVAGE AND INSTALL CASTING EA 2 $700.00 2.00 1 3.00 $2,100.00 FURNISH AND INSTALL 4'CBMH OVER EXIST PIPE, 171 INCL HDPE ADJ RINGS EA 1 $4,500.00 1.00 0 1.00 $4,500.00 FURNISH AND INSTALL 4'CBMH,INCL HDPE ADJ � 172 RINGS EA 2 $4,500.00 1.00 0 1.00 $4,500.00 173 6"CONCRETE SIDEVJALK OR DRIVEWAY SF 290 $15.00 2977.40 52.6 3030.00 $45,450.00 174 CONCRETE CiJRB AND GUTTER,B618 � LF 725 $9.00 6t5.90 0 615.90 $5,54310 175 CONCRETE CURB AND GUTTER,D412 LF 130 $10.00 108.80 0 108.80 $1,088.00 176 TRiJNCATED DOME PANEL SF 32 $40.00 89.00 0 89.00 $3,560.00 177 PEDESTRIAN CURB RAMP SF 80 $10.00 208.30 75.7 284.00 $2,840.00 178 4'CHAIN LINK F'ENCE,BLACK VINYL LF 105 $25.00 11630 0 116.30 $2,907.50 179 TRAFF'IC CONTROL LS 1 $16,500.00 1.00 0 1.00 $16,500.00 180 SIGN PANEL,TYPE C � SF 6.25 $45.00 6.25 0 6.25 $281.25 181 INSTALL SIGN PANEL EA 4 $135.00 4.00 6 10.00 $1,350.00 182 STORM DRAIN INLET PROTECITON EA 4 $250.00 2.00 2 4.00 $1,000.00 183 SEEDING ACRE 0.7 $750.00 0.24 0 0.24 $180.00 184 SEBD,330 LB 70 $7.00 24.00 0 24.00 $168.00 185 SODDING TYPE LAWN SY 15 $10.00 0 0.00 $0.00 186 EROSION CONTROL BLANKET,CAT 2 � SY 3330 $1.00 1180.00 � 0 1180.00 $1,180.00 187 FERTILIZER TYPE 3 LB 35 $2.00 72.00 0 72.00 $144.00 188 TURF ESTABLISHMENT LS 1 $14,500.00 0.90 0.1 1.00 $14,500.00 ]89 SILT FENCE MACHINE SLICED LF 700 $2.50 189.00 0 189.00 $472.50 190 4"SOLID LINE WHITE-PAINT LF 190 $0.50 160.00 0 160.00 $80.00 191 12"SOLID LINE WHITE-PAINT LF 2400 $2.00 229.00 0 229.00 $458.00 192 24"STOP LINE WHITE-PAINT LF 30 $2.50 28.00 0 28.00 $70.00 193 4"DOUBLE SOLID LINE YELLOW-PAINT LF 540 $0.50 478.00 0 478.00 $239.00 TOTAL PART 4-144TH STREET $205,126.37 2014101 Request for PaymeM 7$FINAL.�s Contract Unit Previous Current Quantity Amount No. Item Unit Qoantity Price Quantity Quantity to Date to Date PART 5-OVERLAYS 194 MOBII,IZATION LS 1 $20,000.00 1 0 1.00 $2Q000.00 195 REMOVE CURB AND GUTTER LF 3625 $4.00 3996 28 4024.00 $16,096.00 196 REMOVE CONCRETE VALLEY GUTTER SF 90 $1.00 33 8.84 41.84 $41.84 197 REMOVE CONCRETE WALK OR DRIVEWAY SF 740 $1.00 986 0 986.00 $986.00 198 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 80 $10.00 91.7 0 91.70 $917.00 199 REMOVE BITUMINOUS PAVEMENT SY 8600 $3.00 1849 0 1849.00 $5,547.00 200 REMOVE CURB STOP AND BOX EA 3 $525.00 0 2 2.00 $1,050.00 201 REMOVE GATE VALVE BOX EA 18 $500.00 25 1 26.00 $13,000.00 202 PREMNM TOPSOIL BORROW(LV) CY 100 $50.00 9'7.5 0 97.50 $4,875.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND 203 DRIVES TON 30 $15.00 34.64 0 34.64 $519.60 204 MILL BITUMINOUS SURFACE(0.'IS'� SY 8100 $1.00 7899 0 7899.00 $7,899.00 205 MILLBITUMINOUS SURFACE(1.0") SY 70 $10.00 67.4 0 67.40 $674.00 206 MII,L BITUMINOUS SURFACE(1.25") SY 32000 $1.00 27613 3332 30945.00 $30,945.00 207 BITUMINOUS MATERIAL FOR TACK COAT GL 3000 $2.00 2140 0 2140.00 $4,280.00 208 TYPE SPWEA330B WEAR 1"THICK OVERLAY TON ]000 $55.00 ll87.25 0 1187.25 $65,298.75 209 TYPE SPWEA330B WEAR 1.5"THICK OVERLAY TON 3100 $50.00 244712 0 2447.12 $122,356.00 210 TYPE SPWEA330B WEAR FOR PATCHING TON 2060 $50.00 1055.33 437.61 1492.94 $74,647.00 211 T'YPE SPWEA330B WEAR FOR TRAILS&DffiVES TON 35 $125.00 18.24 20.55 38.79 $4,848.75 212 FURNISH AND INSTALL I&I BARRIER EA 8 $140.00 0 0 0.00 $0.00 213 ADNSTGATEVALVE EA 7 $150.00 0 0 0.00 $0.00 214 FURNISH AND INSTALL VALVE BOX EA 18 $1,000.00 25 0 25.00 $25,000.00 � 215 RECONNECT TO EXISTING WATER SERVICE EA 3 $200.00 0 0 0.00 $0.00 216 1"CURB BOX&STOP EA 3 $800.00 0 1.5 1.50 $1,200.00 217 RECONSTRUCT DRAINAGE STRUCTURE LF 45 $100.00 75.04 236 77.40 $7,740.00 218 SALVAGE AND INSTALL CASTING EA 59 $700.00 82 0 82.00 $57,400.00 219 ADJUST FRAME&RING CASTING EA 21 $100.00 20 0 20.00 $2,000.00 220 4"CONCRETB SIDEWALK SF l 10 $5.00 257 26 283.00 $1,415.00 221 6"CONCRETE SIDEWALK OR DRIVEWAY SF 50 $15.00 0 0 0.00 $0.00 222 CONCRETE CURB AND GUT7'ER,DESIGN D412 LF 3400 $13.00 3968 20 3988.00 $51,844.00 223 CONCRETE CURB AND GUTTER,DESIGN B618 LF 225 $15.00 28 8 36.00 $540.00 224 7"CONCRETE VALLEY GUTTER SY 110 $60.00 33.21 8.63 41.84 $2,510.40 225 TRiJNCATED DOME PANEL SF 170 $30.00 128 0 128.00 $3,840.00 2014-101 Request for Paymerrt 7&FINAL.xIs Contract Unit Previous Cnrrent Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date 226 PEDESTRIAN CURB RAMP SF 580 $7.00 642 0 642.00 $4,494.00 227 TRAFFIC CONTROL LS 1 $16,500.00 1 0 1.00 $16,500.00 228 SODDING T'YPE LAWN SY 550 $3.00 1438 0 1438.00 $4,314.00 229 FERTII,I7,ER TYPE 3 LB 25 $2.00 61 0 61.00 $122.00 230 TURF ESTABLISHMENT LS i $9,000.00 1 0 1.00 $9,000.00 231 4"SOLID LINE WHITE-PAINT LF 6600 $0.20 6445 0 6445.00 $1,289.00 232 12°SOLID LINE WHI1'E-PAINT LF 350 $2.00 177 0 177.00 $354.00 � 233 24"STOP LINE WHITE-PAINT LF 60 $2.50 33 0 33.00 $82.50 234 4"DOUBLE SOLID LINE YELLOW-PAINT LF 8300 $0.40 5064 0 5064.00 $2,025.60 235 PVMNT MSG,30 MPH,WHITE-PAINT EA I $315.00 2 0 2.00 $630.00 236 PVMNT MSG,STOP AHEAD,WHITE-PAINT EA 1 $315.00 1 0 1.00 $315.00 TOTAL PART 5-OVERLAYS $566,596.44 PART 6-TRAIL OVERLAYS 237 MOBILIZATION LS ] $4,000.00 1.00 0 1.00 $4,000.00 238 REMOVE CURB AND GUTI'ER LF 40 $10.00 0.00 0 0.00 $0.00 239 REMOVE CONCRETE WALK OR DRIVEWAY SF 256 $1.00 120.00 0 120.00 $120.00 240 REMOVE BITUMINOUS PAVEMENT SY 85 $10.00 16530 0 16530 $1,653.00 241 MILL BTTUMINOUS SURFACE(1.0'� SY 6 $10.00 14.70 0 14.70 $147.00 242 BITUMINOUS MATERIAL FOR TACK COAT GL 125 $2.00 125.00 0 125.00 $250.00 243 'I'YPE SPWEA330B WEAR 1"THICK OVERLAY TON 175 $50.00 156.25 -17.77 138.48 $6,924.00 244 TYPE SPWEA330B WEAR FOR PATCHING TON 10 $150.00 1Z23 18.77 36.00 $5,400.00 245 CONCRETE CURB AND GUTTER,DESIGN B618 LF 40 $25.00 0.00 0 0.00 $0.00 246 TRUNCATED DOME PANEL SF 64 $40.00 32.00 0 32.00 $1,280.00 247 PEDESTRIAN CURB RAMP SF 256 $8.00 163.00 0 163.00 $1,304.00 248 TRAFFIC CONTROL LS i $2,000.00 1.00 0 1.00 $2,000.00 TOTAL PART 6-TRAIL OVERLAYS $23,078.00 PART 7-SOUTHVIEW ELEMENTARY 249 MOBILIZATION LS 1 $1,500.00 1.00 0 1.00 $1,500.00 250 REMOVE CONCRETE WALK OR DRIVEWAY SF 1300 $1.00 916.00 179 1095.00 $1,095.00 251 COMMON EXCAVATTON CY 100 $5.00 15.00 12 27.00 $135.00 252 PREMIUM TOPSOIL BORROW(LV) CY 2 $60.00 3.50 0 3.50 $210.00 253 COMPOST(LV) CY 2 $30.00 3.50 0 3.50 $105.00 2014-101 Request for Payment 7&FINAL.�ds Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND � 254 DRIVES TON 50 $40.00 17.83 17.54 35.37 $1,414.80 255 6"CONCRETE SIDEWALK OR DRNEWAY SF ]200 $5.00 737.00 0 737.00 $3,685.00 256 CONCRETE CURB AND GUTTER,DESIGN B618 LF 60 $25.00 125.00 0 125.00 $3,125.00 257 PEDESTRIAN CURB RAMP SF 60 $8.00 97.50 0 97.50 $780.00 258 TRAFFICCONTROL LS 1 $1,000.00 1.00 0 1.00 $1,000.00 259 SEEDING ACRE 0.1 $4,000.00 0.05 0 0.05 $200.00 260 SEED,330 LB 2 $10.00 1.00 0 1.00 $]0.00 261 FERTILIZER TYPE 3 LB 1 $2.00 3.00 0 3.00 $6.00 262 TURF ESTABI.ISHMENT LS 1 $1,000.00 0.50 0.5 1.00 $1,000.00 263 HYDRAULIC SOII,STABILIZER TYPE 5 SY 484 $2.00 31.00 0 31.00 $62.00 TOTAL PART 7-SOUTHVIEW ELEMENTARY $14,327.80 PART8-HAYESPARK 264 MOBILIZATION LS 1 $21,050.00 1.00 0 1.00 $21,050.00 265 REMOVE BII'[IMINOUS PAVEMENT SY 1850 $3.00 1822.00 16.4 1838.40 $5,515.20 266 SAWING BITUMINOUS PAVEMENT LF 16 $1.00 8.00 8 16.00 $16.00 26'1 COMMON EXCAVATION CY 1400 $5.00 1292.00 160 1452.00 $7,260.00 268 AGGREGATE BASE CLASS 5 FOR TRAIL,COURT TON 800 $16.00 785.74 -38 747.74 $1],963.84 269 BiT[JMINOUS MATERIAL FOR TACK COAT GL 110 $2.00 110.00 0 110.00 $220.00 270 TYPE SPWEA230B WEAR FOR COURT 1.5° TON 420 $50.00 380.08 -0.9 379.18 $18,959.00 271 TYPE SPWEA230B FOR TRAIL TON 25 $]00.00 26.65 0 26.65 $2,665.00 272 INSTALL STEEL POST EA 12 $200.00 12.00 0 12.00 $2,400.00 273 8'CHAIN LINK FENCE,INCLUDING GATE LF 600 $25.00 605.00 0 605.00 $15,125.00 274 6'CHAIN LINK FENCE,BLACK VINYL LF 160 $35.00 175.00 0 175.00 $6,125.00 275 SAW AND SEAL BITUMINOUS SURFACE LF 280 $3.00 473.00 0 473.00 $1,419.00 276 COURTPAINTINGANDS'TRIPING LS 1 $16,750.00 1.00 0 1.00 $]6,750.00 277 TRAFFIC CONTROL LS 1 $500.00 1.00 0 1.00 $500.00 TOTAL PART 8-HAYES PARK $109,968.04 PART 9-RING ROU'I`E REPAIR5 278 MOBIL]ZATION LS 1 $5,000.00 1.00 0 1.00 $5,000.00 �279 REMOVE CURB AND GUTTER LF 10 $15.00 0.00 0 0.00 $0.00 280 REMOVE CONCRETE WALK OR DRIVEWAY SF 3580 $2.25 3690.00 286 3976.00 $8,946.00 281 4"CONCRETE WALK SF 1360 $5.00 ]877.00 55 1932.00 $9,660.00 2014-101 Request for PaymeM 7&FINAL.xIs Contract Unit Previous Current Quantity Amount No. Item Unit Qaantity Price Quantity Quantity to Date to Date 282 4"CONCRETE WALK SPECIAL,COL,ORED SF 2160 $12.00 2183.00 75.7 2258.70 $27,104.40 283 CONCRETE CURB AND GUTTER,DESIGN B618 LF 10 $25.00 0.00 0 0.00 $0.00 284 PEDESTRIAN CURB RAMP SF 60 $8.00 48.00 0 48.00 $384.00 285 TRAFFIC CONTROL LS 1 $6,000.00 1.00 0 1.00 $6,000.00 TOTAL PART 9-RING ROUTE REPAIRS $57,094.40 PART 10-147TH ST/JCRR 286 MOBILIZATION LS 1 $6,000.00 1 0 1.00 $6,000.00 287 REMOVE PAVEMENT MARKING,4"DOUBLE YELLOW SF 430 $2.50 282 0 282.00 $705.00 288 REMOVE PAVEMENT MARKING,4"BROKEN WHITE SF 180 $2.50 85.8 � 0 85.80 $214.50 289 REMOVE BIT[JMINOUS PAVEMENT SY 125 $20.00 1233 0 12330 $2,466.00 290 REMOVE SIGN PANEL EA 4 $20.00 4 0 4.00 $80.00 291 SAWING BITUMINOUS PAVEMENT LF 400 $2.00 394 0 394.00 $788.00 292 AGGREGATE BASE CLASS 5 TON 5 $10.00 0 0 0.00 $0.00 293 6"CONCRETE MEDIAN NOSE SF 60 $8.00 118 0 ll 8.00 $944.00 294 4"CONCRETE MEDIAN SF 500 $5.00 430 0 430.00 $2,150.00 295 CONCRETE CURB AND GUTTER,B612 � LF 330 $13.00 330 0 330.00 $4,290.00 296 TRAFFIC CONTROL LS 1 $12,000.00 1:26 0 1.26 $15,120.00 297 SIGN PANEL,TYPE C SF 87 $40.00 107.8 0 107.80 $4,312.00 298 12"SOLID LINE WHITE-PAINT LF 300 $2.00 304.4 0 304.40 $608.80 299 24"STOP LINE WHITE-PAINT LF 60 $2.50 56.8 0 56.80 $142.00 300 4"DOUBLE SOLID LINE YELLOW-PAINT LF 260 $0.50 874 0 874.00 $437.00 TOTAL PART 10-147TH ST/JCRR $38,257.30 PART ll-MICRO SURFACE AREA STREET REPAIRS 301 MOBILIZAITON LS 1 $3,000.00 1.00 0 1.00 $3,000.00 302 REMOVE CURB AND GUTTER LF 60 $15.00 96.00 0 96.00 $1,440.00 303 REMOVE BITUMINOUS PAVEMENT SY 50 $15.00 117.47 0 117.47 $1,762.05 304 TYPE SPWEA330B WEAR FOR PATCHING TON 20 $150.00 45.41 0.484 45.89 $6,884.10 305 CONCRETE CURB AND GUTTER,DESIGN D412 LF 30 $30.00 28.90 0 28.90 $867.00 306 CONCRETE CURB AND GUTTER,DESIGN B618 LF 30 $30.00 77.60 0 77.60 $2,328.00 307 PREMNMTOPSOILBORROW(LV) CY 2 $60.00 4.00 0 4.00 $240.00 308 TRAFFIC CONTROL LS ] $750.00 1.00 0 1.00 $750.00 309 SODDING TYPE LAWN SY 30 $6.00 22.00 0 22.00 $132.00 2014-101 Request for Payment 7&FINAL.�ds Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date 310 FERTILIZER TYPE 3 LB 2 $2.00 2.00 0 2.00 $4.00 311 TURF ESTABLTSHMENT LS 1 $600.00 0.50 0.5 1.00 $600.00 TOTAL PART ll-MICRO SURFACE AREA STREET REPAIRS $18,00715 PART 12-UTILITY PATCffiNG REPAIRS 312 MOBIL,IZATION LS 1 $10,000.00 1 0 1.00 $]0,000.00 313 REMOVE CURB AND GUTTER LF 50 $30.00 48 47 95.00 $2,850.00 314 REMOVE BITUMINOUS PAVEMENT SY 30 $20.00 56.5 167.5 224.00 $4,480.00 315 SAWING BITUMINOUS PAVEMENT LF 400 $1.00 315 348.5 663.50 $663.50 316 COMMON EXCAVATION CY 20 $10.00 221 9.66 31.76 $317.60 317 SUBGRADE PREPARATION SY 325 $40.00 293.1 219.27 512.37 $20,494.80 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS AND 318 DRIVES TON 25 $I5.00 9.4 0 9.40 $141.00 3]9 BITUMINOUS MATERIAL FOR TACK COAT GL 20 $2.00 20 0 20.00 $40.00 320 TYPE SPWEA330B WEAR FOR PATCHING TON 100 $150.00 167.51 -29.96 137.55 � $20,632.50 321 4"CONCRETE SIDEWALK SF 50 $10.00 596.8 80.2 677.00 $6,770.00 322 CONCRETE CURB AND GUTTER,DESIGN B618 LF 50 $40.00 14.6 0 14.60 $584.00 323 CONCRETE CURB AND GUTTER,DESIGN D412 LF 80 $40.00 48.4 47 95.40 $3,816.00 324 TRAFFIC CONTROL LS 1 $2,000.00 1 0 1.00 $2,000.00 TOTAL PART 12-UTILITY PATCHING REPAIRS $72,789.40 CHANGE ORDER NO.1 1 MOBIIdZATION LS i $5,000.00 $1.00 0 1.00 $5,000.00 2 SAWCUTBIT � LF 16 $1.00 $16.00 0 16.00 $16.00 3 BITUMINOUS REMOVAL SY 610 $8.00 $636.00 0 636.00 $5,088.00 4 COMMON EXCAVATION CY 50 $25.00 0.00 $0.00 5 AGGREGATBBASE,CL.S TN 150 $15.00 $107.23 0 ]07.23 $1,608.45 6 TYPE SPWEA330B TN 130 $90.00 $110.00 0 110.00 $9,900.00 TOTAL CHANGE ORDER NO.1 $21,612.45 2014-101 Request for PaymeM 7&FINAL.xis Contract Unit Previous Current Quantity Amount No. Item Unit Quantity Price Quantity Quantity to Date to Date TOTAL PART 1-SHERMAN HEIGHTS RECONSTRUCT $269,465.52 TOTAL PART 2-GLAZIER AVE AND GARRETT AVE RECONSTRUCT $763,713.01 TOTAL PART 3-CEDAR ISLES RECONSTRUCT $795,043.00 TOTAL PART 4-]44TH STREET $205,126.37 TOTAL PART 5-OVERLAYS $566,596.44 TOTAL PART 6-TRAIL OVERLAYS $23,078.00 TOTAL PART 7-SOUTHVIEW ELEMENTARY $14,327.80 TOTAL PART 8-HAYES PARK $109,968.04 TOTAL PART 9-RING ROUTE REPAIItS 557,094.40 TOTAL PART]0-147TH STREET/JCRR $38,257.30 TOTAL PART ll-MICROSURFACE AREA STREET REPAIRS $18,007.15 TOTAL PART 12-UTILITY PATCHING REPAIRS $72,789.40 TOTAL CHANGE ORDER NO.1 $21,612.45 TOTAL CONSTRUCTION $2,955,078.88 2014-101 Reques[for Paymen[7&FINAL.xIs PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File No. 2014-101 CONTRACTOR McNamara Contracting, Inc CHANGE ORDERS No. Date Description Amount 1 7/14/2014 Ha es Park Trail Reconstruction $25,096.00 Totai Change Orders $25,096.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 04/21/2014 05/05/14 544,226.50 28,643.50 572,870.00 2 05/05/2014 05/31/14 845,993.53 73,169.48 1,463,389.51 3 06/14/2014 07/03/14 261,113.83 86,912.31 1,738,246.17 4 07/03/2014 07/31/14 429,077.87 109,495.35 2,189,907.08 5 08/01/2014 09/02/14 563,412.77 139,148.66 2,782,973.16 6 09/02/2014 09/30/14 111,108.83 27,827.61 2,782,760.94 7 09/02/2014 09/30/14 200,145.55 2,955,078.88 Material on Hand Total Pa ment to Date $2,955,078.88 Ori inal Contract $2,940,494.25 Retaina e Pa No. 7& FINAL Chan e Orders $25,096.00 Total Amount Earned $2,955,078.88 Revised Contract $2,965,590.25 2014-101 Request for Payment 7&FINAL.xIs ... j�.' . T • "� .... :�:: r ... City of AppVa��ey MEMO Public Works Department TO: Mayor,City Council and City Administrator FROM: Colin G.Manson,City Engineer DATE: February 12,2015 SUBJECT: FINAL PAYMENT AND PROJECT FUNDING SOURCES FOR CTTY PROJECT 2014-102,2014 STREET AND iJTII,ITY IMPROVEMENTS Attached,please find the sixth and final payment for Apple Valley Project 2014-102,2014 Street and Utility Improvements. All public improvements associated with the project are complete and in acceptable condition to become public infrastructure of the City of Apple Valley. This final payrnent of$266,599.68 will close the contract with McNamara Contracting, Inc. and results in a total construction cost of $2,639,261.07; 0.33%under the revised contract amount. Final cost breakdown and funding for the project is summarized below. Project Ex ep nses; As Awarded Final Construction Cost $2,648,000 $2,639,261.07 Construction Contingency $ 150,000 $ 0.00 Engineering Design, Contract Admin. $ 126,000 $ 124,045.27 Engineering Inspection $ 113,000 $ 54,801.67 Geotechnical,Material Testing, Surveying $ 140,000 $ 98,131.21 Total Estimated Cost $ 3,177,000 $2,916,239.22 Project Fundin�: Municipal State Aid $ 1,780,000 $ 1,716,239.22 Water Utility $ 500,000 $ 500,000.00 Sanitary Sewer Utility $ 500,000 � $ 500,000.00 Storm Drainage Utility $ 200,000 $ 200,000.00 Road Improvement Fund $ 197,000 $ 0.00 Total Estimated Funding $ 3,177,000 $2,916,239.22 Total project expenses fall within the preliminary project estimate of$3,177,000.00. Recommended Action: Approve Acceptance and Final Payment on Contract with McNamara Contracting, Inc. for Apple Valley Project 2014-102, 2014 Street and Utility Improvements, in the Amount of$266,599.67 for a Contract Total of$2,639,261.07. CGM:cg Attachment c: Todd Blomstrom PAYMENT VOUCHER NO.6&FINAL 2014 STREET AND UTILITY RECONSTRUCTION CITY PROJECT NO.2074102 For Period:9-1-2014 Through 1-27-2015 OWNER: CONTRACTOR: City of Apple Valley Contractor Name McNamara Contracting, Inc. 7100 147th Street West Contractor Address 16700 Chippendale Ave. Apple Valley, MN 55124 City, State, Zip Rosemount, MN 55068 Telephone No. 651-322-5500 Amount of Contract: $2,647,867.25 Total Amount $2,647,867.25 Contract Value Less Amount of Work 0 Less Net Account Per Resolution Certified Percent Previous Amount Number 2014-39 To Date Retained Payments Due Street 2027-6810-2014102R $2,229,665.75 $2,174,003.57 $0.00 $1,964,866.77 $209,136.80 Sanitary 2027-6810-2014102S $92,195.50 $100,191.50 $0.00 $95,181.93 $5,009.57 Water 2027-6810-2014102W $209,562.00 $235,490.00 $0.00 $209,237.50 $26,252.50 Storm 2027-6810-2014102D $116,444.00 $129,576.00 0.00 $103,375.20 26 200.80 Subtotal $2,647,867.25 $2,639,261.07 $0.00 $2,372,661.40 $266,599.67 Total $2,647,867.25 $2,639,261.07 $0.00 $2,372,661.40 $266,599.67 Date: e�' LO' �,S Li'``—�a �O` • / �� � City Engineer /�' � Date: 2•O�l `����'��� Public Works Director Y !"' Owner:Ci of A le Valle ,7100 W. 147th St.,A le Valle ,MN 55124 Date: Janua 27,2015 *l�y� '"'~ For Period: 9/1/14 to 1/27/15 Re uest No: 6 AND FINAL A�Ie Contractor: McNamara Contractin , Inc. v�IIQy CONTRACTOR'S REQUEST FOR PAYMENT 2014 Street&Utility Reconstruction Project Project File No. 2014-102 SUMMARY 1 Original Contract Amount $ $2,647,867.25 2 Change Order-Addition $ 0.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $2,647,867.25 5 Value Completed to Date $ $2,639,261.07 6 Material on Hand $ $0.00 7 Amount Earned $ $2,639,261.07 8 Less Retainage 0% $ $0.00 9 Subtotal $ $2,639,261.07 10 Less Amount Paid Previously $ $2,372,661.39 11 Liquidated damages- $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 6 AND FINAL $ $266,599.68 Approved by Contractor. Approved by Owner: McN ra Co ' g,I c. CITY OF APPLE VALLEY � ��V`� //�-�/��! Date Mary Hamann-Roland,Mayor Approved By Public Works: Date CITY OF APPLE VALLEY �/.^�� � � i�`-�^ Attest:Pamela J.Gackstetter,City Clerk � ' '�'�" j'� Date Date 2014-102 Request for Payment 6.�ds Contract Unit Current Quantity Amount Na Item Unit Quantity Price Quantity to Date to Date S.A.P.186-107-003 1 MOBILIZATION LS 1 $71,000.00 1.00 $71,000.00 2 REMOVE CURB AND GUTTER LF 467 $5.00 73.00 755.50 $3,777.50 3 REMOVE CONCRETE VALLEY GUTTER SF 500 $2.00 281.59 $563.18 4 REMOVE CONCRETE WALK OR DRIVEWAY SF 439 $1.00 1295.71 $1,295.71 5 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 60 $20.00 64.77 134.00 $2,680.00 6 REMOVE BITUMINOUS PAVEMENT SY 7,469 $7.00 7469.00 $52,283.00 7 SAWING CONCRETE PAVEMENT-FULL DEPTH LF 70 $1.00 70.00 $70.00 8 SAWING BITUMINOUS PAVEMENT-FULL DEPTH LF 80 $1.00 80.00 $80.00 9 COMMON EXCAVATION CY 1,800 $10.00 ll0.00 1755.20 $17,552.00 10 PREMIUM TOPSOIL BORROW(LV) CY 38 $60.00 34.00 $2,040.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS 11 AND DRIVES TON 11 $30.00 41.71 $1,25130 12 AGGREGATE BASE CLASS 5 TON 3,567 $7.00 3243.97 $22,707.79 13 MILL BITUMINOUS SURFACE(2.0") SY 4,890 $2.00 311.50 5201.50 $10,403.00 14 BITUMINOUS MATERIAL FOR TACK COAT GL 980 $10.00 100.00 1080.00 $10,800.00 15 TYPE SPWEA330B WEAR FOR PATCHING TON 20 $150.00 0.00 $0.00 16 TYPE SPWEA330B 2.25"THICK STREET OVERLAY TON 692 $50.00 33.29 615.13 $30,756.50 17 TYPE SPWEA330F WEAR I.5°THICK TON 712 $40.00 31.96 650.55 $26,022.00 18 TYPE SPWEA330F WEAR t.5"THICK TON 712 $40.00 27.97 642.72 $25,708.80 19 TYPE SPWEA330B WEAR FOR TRAILS&DRIVES TON 10 $150.00 ]0.16 . 42.56 $6,384.00 20 TYPE SPNWA330F NON-WEAR 2"THICK TON 950 $40.00 26.97 925.95 $37,038.00 21 ADJUST GATE VALVE EA 2 $250.00 11.00 12.00 $3,000.00 22 RECONSTRUCT DRAINAGE STRUCTURE LF 11 $100.00 29.64 42.84 $4,284.00 23 SALVAGE AND INSTALL CASTING EA 1 I $800.00 3.00 16.00 $12,800.00 24 4"CONCRETE SIDEWALK SF 80 $6.00 421.01 $2,526.06 25 6"CONCRETE SIDEWALK OR DRIVEWAY SF 134 $7.00 759.69 $5,317.83 26 CONCRETE CURB AND GUTTER,DESIGN D412 LF 220 $19.00 506.00 $9,614.00 27 CONCRETE CURB AND GUTTER,DESIGN B618 LF 247 $22.00 381.00 $8,382.00 28 7°CONCRETE VALLEY GUTTER SY 40 $86.00 64.96 $5,586.56 29 TRiJNCATED DOME PANEL SF 72 $40.00 40.00 $1,600.00 30 PEDESTRIAN CURB RAMP SF 225 $8.00 248.59 $1,988.72 2014-102 Request for Payment 8.xls - Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 31 TRAFFIC CONTROL LS 1 $25,000.00 1.00 $25,000.00 32 STORM DRAIN INLET PROTECTION EA 6 $250.00 6.00 $1,500.00 33 SODDING TYPE LAWN SY 312 $8.00 335.58 $2,684.64 34 FERTILIZER TYPE 3 LB 20 $1.00 21.00 $21.00 35 TURF ESTABLISHMENT LS 1 $10,000.00 1.00 $10,000.00 36 4"SOLID LINE WHITE-PAINT LF 2,770 $0.15 2927.50 $439.13 37 12"SOLIDLINE WHITE-PAINT LF 405 $2.50 451.00 $1,127.50 38 24"STOP LINE WHITE-PAINT LF 66 $5.00 88.00 $440.00 39 4"DOUBLE SOLID LINE YELLOW-PAINT LF 2,655 $0.25 2745.00 $686.25 TOTAL PART 1-S.A.P.186-107-003 $419,410.47 PART 2-132ND STREET S.A.P.186-101-004 40 MOBILIZATION LS 1 $140,000.00 1.00 $140,000.00 41 CLEARING TREE 43 $170.00 36.00 $6,120.00 42 GRUBBING TREE 43 $150.00 30.00 $4,500.00 43 REMOVE CURB AND GUTTER LF 8,083 $3.00 7424.50 $22,273.50 44 REMOVE 12"RCP STORM SEWER LF 40 $12.00 48.00 $576.00 45 REMOVE 15"RCP STORM SEWER LF 16 $12.00 16.00 $192.00 46 REMOVE 18"RCP STORM SEWER LF 76 $12.00 76.00 $912.00 47 REMOVE 6"CIP WATER MAIN LF 242 $12.00 167.00 $2,004.00 48 REMOVE CONCRETE VALLEY GUTTER SF 1,200 $2.00 992.80 $1,985.60 49 REMOVE CONCRETE WALK OR DRIVEWAY SF 14,445 $1.00 3445.00 17774.00 $17,774.00 50 REMOVE BITUMINOUS WALK OR DRIVEWAY SY 340 $11.00 155.80 451.44 $4,965.84 51 REMOVE BIT[JMINOUS PAVEMENT SY 26,935 $7.00 27171.97 $190,203.79 52 REMOVE 8"X 4"SANITARY WYE EA 1 $55.00 1.00 $55.00 53 REMOVE CURB STOP&BOX EA 13 $ll0.00 15.00 $1,650.00 54 REMOVE GATE VALVE&BOX EA 3 $1,000.00 1.00 5.00 $5,000.00 REMOVE MANHOLE OR CATCH BASIN INCL 55 CASTING EA 6 $360.00 4.00 $1,440.00 56 SAWING BITUMINOUS PAVEMENT-FULL DEPTH LF 628 $1.00 610.00 $610.00 57 SALVAGE HYDRANT EA 8 $360.00 8.00 $2,880.00 58 COMMON EXCAVATION WALKS AND DRIVES CY 255 $30.00 192.40 507.00 $15,210.00 2014102 Request for Payment B.xls � � Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 59 COMMONEXCAVATION CY 22,576 $5.00 3923.08 20703.80 $103,519.00 60 SELECT GRANULAR BORROW(CV) CY 12,337 $5.00 714.20 10554.00 $52,770.00 61 PREMIUM TOPSOIL BORROW(LV) CY 346 $55.00 702.00 $38,610.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS 62 AND DRIVES TON 511 $7.00 -213.69 433.00 $3,031.00 63 AGGREGATE BASE CLASS 5 TON 14,304 $7.00 1018.67 15186.00 $106,302.00 64 MILL BITLJMINOUS SURFACE(2.0") SY 210 $7.00 93.00 125.00 $875.00 65 BITUMINOUS MATERIAL FOR TACK COAT GL 2,694 $10.00 165.00 2190.00 $21,900.00 66 TYPE SPWEA330F WEAR 1.5"THICK TON 2,555 $40.00 2.45 1847.91 $73,916.40 67 TYPE SPWEA330F WEAR 1.5"THICK TON 2,555 $40.00 15.02 2295.24 $91,809.60 68 TYPE SPWEA330B WEAR FOR TRAILS&DRIVES TON 50 $150.00 3.87 100.83 $15,124.50 69 TYPE SPNWA330F NON-WEAR 2"TffiCK TON 3,407 $40.00 30.10 3266.15 $130,646.00 70 FINE FILTER AGGREGATE(LV) CY 10 $1.00 0.00 $0.00 71 12"RC PIPE DRAIN CLASS V 0'-10' LF 40 $35.00 48.00 $1,680.00 72 15"RC PIPE DRAIN CLASS V 0'-10' LF 16 $37.00 56.00 $2,072.00 73 18"RC PIPE DRAIN CLASS V 0'-10' LF 76 $40.00 78.00 $3,120.00 74 4"PERFORATED PE PIPE DRAIN LF 400 $8.00 400.00 $3,200.00 75 CONNECT INTO DRAINAGE STRUCTURE EA 8 $350.00 7.00 $2,450.00 76 8"X 4"PVC WYE EA 1 $3,000.00 1.00 $3,000.00 77 FURNISH AND INSTALL I&I BARRIER EA 5 $150.00 2.00 $300.00 78 ADJUST GATE VALVE EA 14 $250.00 17.00 $4,250.00 79 RECONNECT TO EXISTING WATER SERVICE EA 13 $250.00 11.00 13.00 $3,250.00 80 3/4"CiJRB BOX&STOP EA 13 $1,050.00 7.00 20.00 $21,000.00 81 FURNISH AND INSTALL 6"GATE VALVE AND BOX EA 3 $1,800.00 2.00 $3,600.00 82 FURNISH AND INSTALL 8"GATE VALVE AND BOX EA I $2,300.00 1.00 $2,300.00 FURNISH AND INSTALL 6"HYDRANT,GATE VALVE 83 AND BOX EA 8 $5,300.00 8.00 $42,400.00 84 CONNECT TO EXISTING WATER MAIN EA 5 $1,000.00 6.00 $6,000.00 85 6"WATER MAIN DUCTILE IRON CL 52 LF 242 $36.00 115.00 520.00 $18,720.00 86 DUCTILE IRON FITTINGS LB 228 $9.00 200.00 $1,800.00 87 RECONSTRUCT DRAINAGE STRUCTURE LF 40 $100.00 3530 $3,530.00 88 CASTING ASSEMBLY,TYPE R-3501-L2 EA 1 $700.00 5.00 6.00 $4,200.00 89 INSTALL CASTING EA I $700.00 5.00 6.00 $4,200.00 2014-102 Request for Payment B.xls Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 90 SALVAGE AND INSTALL CASTING EA 40 $300.00 14.00 48.00 $14,400.00 91 CONNECT TO EXISTING STORM SEWER PIPE EA 3 $900.00 5.00 $4,500.00 CONNECT TO EXISTING STORM SEWER 92 STRUCTURE EA 4 $950.00 4.00 $3,800.00 FURNISH AND INSTALL 2'X3'CB,INCL R-3290-VB 93 CAST&HDPE ADJ RINGS EA 3 $1,700.00 1.00 $1,700.00 FURNISH AND INSTALL 4'CBMH,INCL R-3290-VB 94 CAST&HDPE ADJ RINGS EA I $2,000.00 2.00 $4,000.00 FURNISH AND INSTALL 5'CBMH,INCL R-3290-VB 95 CAST&HDPE ADJ RINGS EA 2 $4,300.00 1.00 $4,300.00 FURNISH AND INSTALL 27"BARREL CB,INCL R- 96 4342 CAST&HDPE ADJ RINGS EA 1 $1,200.00 1.00 $1,200.00 97 4"CONCRETE SIDEWALK SF 7,324 $3.50 9199.81 $32,19934 98 6"CONCRETE SIDEWALK OR DRIVEWAY SF 5,300 $4.50 49430 6610.29 $29,74631 99 CONCRETE CURB AND GUTTER,DESIGN D412 LF 6,563 $I 1.50 6435.50 $74,008.25 100 CONCRETE CURB AND GUTTER,DESIGN B618 LF 1,520 $16.00 . 989.00 $15,824.00 101 7"CONCRETE VALLEY GUTTER SY 587 $62.00 550.12 $34,107.44 102 TRLTNCATED DOME PANEL SF 280 $40.00 96.00 416.00 $16,640.00 103 PEDESTRIAN CiJRB RAMP SF 1,821 $8.00 1964.04 $15,71232 104 TRAFFIC CONTROL LS 1 $3Q000.00 1.00 $30,000.00 105 PVC HANDHOLE EA 4 $700.00 0.00 $0.00 106 2"NON-METALLIC CONDUIT LF 10,616 $6.00 0.00 $0.00 107 DECIDUOUS TREE 2"DIA B&B EA 43 $375.00 22.00 $8,250.00 108 STORM DRAIN INLET PROTECTION EA 15 $250.00 7.00 22.00 $5,500.00 109 SODDING TYPE LAWN SY 3,129 $4.50 6121.80 $27,54810 110 FERTILIZER TYPE 3 LB 194 $1.00 227.00 $227.00 111 TURF ESTABLISHMENT LS 1 $30,000.00 030 1.00 $30,000.00 112 4"SOLID LINE WHITE-PAINT LF 8,400 $0.15 9340.00 $1,401.00 113 12"SOLID LINE WHITE-PAINT LF 112 $2.50 198.00 $495.00 114 24"STOP LINE WHITE-PAINT LF 42 $5.00 42.00 $210.00 ll5 4"DOUBLE SOLID LINE YELLOW-PAINT LF 4,200 $0.25 4487.00 $1,121.75 TOTAL PART 2-132ND STREET S.A.P.186-101-004 $1,544,817.73 PART 3-132ND WAY 116 MOBILIZATION LS 1 $95,000.00 1.00 $95,000.00 117 CLEARING TREE 17 $160.00 43.00 $6,880.00 2014102 Requeat for PaymeM B.xls � Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 118 GRUBBING TREE 17 $150.00 21.00 $3,150.00 119 REMOVE CURB AND GUTTER LF 1,950 $3.00 1937.00 $5,811.00 120 REMOVE 12"RCP STORM SEWER LF 63 $12.00 39.00 $468.00 121 REMOVE 15"RCP STORM SEWER LF 36 $12.00 49.00 $588.00 122 REMOVE 21"RCP STORM SEWER LF 95 $12.00 94.00 $1,128.00 123 REMOVE 9"VCP SANITARY SEWER PIPE LF 1,143 $0.50 1140.00 $570.00 124 REMOVE 4"CIP SANITARY SEWER SERVICE LF 603 $12.00 620.50 $7,446.00 125 REMOVE 6"CIP WATER MAIN LF 1,091 $5.00 1091.00 $5,455.00 126 REMOVE 3/4"COPPER WATER SERVICE LF 643 $5.00 595.00 $2,975.00 127 REMOVE CONCRETE WALK OR DRIVEWAY SF 10,443 $1.00 480.00 10851.50 $10,851.50 128 REMOVE BITUMINOUS PAVEMENT SY 3,250 $7.00 77.00 3327.00 $23,289.00 129 REMOVE GATE VALVE&BOX EA 2 $1,000.00 2.00 $2,000.00 130 REMOVE CURB STOP&BOX EA 19 $110.00 19.00 $2,090.00 131 REMOVE MANHOLE OR CATCH BASIN EA 16 $360.00 1.00 19.00 $6,840.00 132 SALVAGE HYDRANT EA 3 $360.00 3.00 $1,080.00 133 SALVAGE AND REINSTALL MAILBOXES LS 1 $5,000.00 0.50 1.00 $5,000.00 134 COMMON EXCAVATION WALKS AND DRIVES CY 323 $30.00 93.00 293.00 $8,790.00 135 COMMONEXCAVATION CY 2,491 $5.00 1332.00 3758.67 $18,79335 136 SELECT GRANLJLAR BORROW(CV) CY 1,674 $5.00 200.00 1586.67 $7,93335 137 PREMIUM TOPSOIL BORROW(LV) CY 357 $55.00 24.00 124.00 $6,820.00 AGGREGATE BASE CLASS 5 FOR TRAILS,WALKS 138 AND DRIVES TON 325 $7.00 -396.17 153.27 $1,072.89 139 AGGREGATE BASE CLASS 5 TON 1,940 $7.00 323.02 2255.00 $15,785.00 140 BITUMINOUS MATERIAL FOR TACK COAT GL 163 $10.00 245.00 $2,450.00 141 TYPE SPWEA330C WEAR 2"THICK TON 410 $40.00 20.63 357.81 $14,312.40 142 TYPE SPNWA330C NON-WEAR 2"THICK TON 410 $40.00 8.95 45635 $18,254.00 143 FINE FILTER AGGREGATE(L� CY 20 $1.00 0.00 $0.00 144 18"RC PIPE DRAIN CLASS V 0'-10' LF 24 $45.00 12.00 $540.00 145 24"RC PIPE DRAIN CLASS V 0'-10' LF 68 $60.00 76.00 $4,560.00 146 4"PERFORATED PE PIPE DRAIN LF 820 $8.00 820.00 $6,560.00 147 CONNECT INTO DRAINAGE STRUCTURE EA 1 $1,500.00 1.00 $1,500.00 148 8"X 4"PVC WYE EA 19 $160.00 22.00 $3,520.00 2014-102 Request for PaymeM B.xls Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 149 FURNISH AND INSTALL I&I BARRIER EA 2 $I50.00 2.00 $300.00 CONNECT TO EXISTING SANITARY SBWER 150 MANHOLE EA 1 $1,100.00 1.00 $1,100.00 CONNECT TO EXISTING SANITARY SEWER 151 SERVICE EA 19 $235.00 21.00 $4,935.00 FURNISH AND INSTALL SANITARY SEWER SERVICE 152 LOCATE BOX EA 19 $230.00 19.00 $4,370.00 153 8"PVC SANITARY SEWER,0-10' LF 315 $22.00 314.00 $6,908.00 154 8"PVC SANITARY SEWER,10-15' LF 774 $22.00 777.00 $17,094.00 155 8"PVC SANITARY SEWER,15-20' LF 55 $22.00 55.00 $1,210.00 156 4"PVC SANITARY SEWER SERVICE LF 603 $20.00 706.50 $14,130.00 157 4'MANHOLE OVERDEPTH LF 32 $325.00 3438 $11,173.50 158 CONSTRUCT 8"OUTSIDE DROP LF 8 $410.00 8.00 $3,280.00 159 TEMPORARY WATER SYSTEM LS 1 $15,000.00 1.00 $15,000.00 160 RECONNECT TO EXISTING WATER SERVICE EA 19 $260.00 19.00 $4,940.00 161 1"CiJRB BOX&STOP EA 14 $260.00 19.00 $4,940.00 162 1"CORP STOP EA 19 $150.00 19.00 $2,850.00 163 FURNISH AND INSTALL 6"GATE VALVE AND BOX EA 2 $1,800.00 2.00 $3,600.00 FURNISH AND INSTALL 6"HYDRANT,GATE VALVE 164 AND BOX EA 3 $5,300.00 3.00 $15,900.00 165 CONNECT TO EXISTING WATER MAIN EA 2 $1,000.00 2.00 $2,000.00 166 6"WATER MAIN DUCTILE IRON CL 52 LF 1,079 $32.00 1225.00 $39,200.00 167 1"TYPE K COPPER LF 643 $24.00 773.00 $18,552.00 168 DUCTILE IRON FITTINGS LB 326 $9.00 326.00 $2,934.00 169 RECONSTRUCT DRAINAGE STRUCTURE LF 2 $100.00 2.00 2.40 $240.00 170 CASTING ASSEMBLY,TYPE R-1642 EA 1 $450.00 20.00 20.00 $9,000.00 171 SALVAGE AND INSTALL CASTING EA 15 $800.00 11.00 $8,800.00 FURNISH AND INSTALL 4'MH,8'DEEP,INCL HDPE 172 ADJRINGS EA 7 $2,000.00 8.00 $16,000.00 FURNISH AND INSTALL 4'MH,8'DEEP,INCL R-1642 173 CAST&HDPE ADJ RINGS EA 1 $2,400.00 2.00 $4,800.00 174 CONNECT TO EXISTING STORM SEWER PIPE EA 2 $1,000.00 3.00 $3,000.00 FURNISH AND INSTALL 4'CBMH,INCL HDPE ADJ 175 RINGS EA 4 $2,000.00 4.00 $8,000.00 FURNISH AND INSTALL 5'CBMH,INCL HDPE ADJ 176 RINGS EA 2 $4,000.00 2.00 $8,000.00 FURNISH AND INSTALL 6'CBMH,INCL HDPE ADJ 177 RINGS EA 2 $3,000.00 2.00 $6,000.00 178 4"CONCRETE SIDEWALK SF 8,170 $3.00 8512.50 $25,537.50 179 6"CONCRETE SIDEWALK OR DRIVEWAY SF 3,907 $4.50 4041.85 $18,18833 2014-102 Request for Payment B.xls Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 180 CONCRETE CURB AND GUTTER,DESIGN D412 LF 1,950 $8.45 2571.00 $21,724.95 181 CONCRETE CURB AND GUTTER,DESIGN B618 LF 120 $17.00 16.00 $272.00 182 TRAFFIC CONTROL LS 1 $25,000.00 1.00 $25,000.00 183 DECIDUOUS TREE 2"DIA B&B EA 17 $375.00 14.00 $5,250.00 184 CONIFEROUS SHRUB 18"HT CONTAINER SHRB 10 $80.00 10.00 $800.00 185 DECIDUOUS SHRUB 18"HT CONTAINER SHRB 10 $65.00 10.00 $650.00 186 HEAVY DUTY BLACK LANDSCAPE EDGING LF 150 $6.00 150.00 $900.00 187 STORM DRAIN INLET PROTECTION EA 9 $250.00 1.00 10.00 $2,500.00 188 SODDING TYPE LAWN SY 3,250 $4.50 2454.89 $I 1,047.01 189 FERTILIZERTYPE3 LB 200 $1.00 151.00 $151.00 190 TURF ESTABLISHMENT LS 1 $30,000.00 030 1.00 $30,000.00 191 LANDSCAPE ROCK CY 10 $70.00 4633 $3,24310 PART 3-132ND WAY $675,032.87 TOTAL PART 1-S.A.P.186-107-003 $419,410.47 TOTAL PART 2-132ND STREET S.A.P.186-101-004 $1,544,817.73 PART 3-132ND WAY $675,032.87 TOTAL CONSTRUCTION $2,639,261.07 2014-102 Request for Paymerit 8.xls PROJECT PAYMENT STATUS OWNER Approved by Owner. Project File No. 2014-102 CONTRACTOR McNamara Contracting, Inc CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From To Payment Retainage Completed 1 04/01/2014 05/02/14 203,952.10 10,734.32 214,686.42 2 05/03/2014 05/31/14 262,662.94 24,558.69 491,173.73 3 06/01/2014 06/30/14 742,136.27 63,618.49 1,272,369.80 4 07/01/2014 07/31/14 758,823.73 103,556.58 2,071,131.62 5 08/01/2014 08/31/14 405,086.35 124,876.92 2,497,538.31 6 AND FINAL 09/01/2014 01/27/15 266,599.68 2,639,261.07 Material on Hand Total Pa ment to Date $2,639,261.07 Ori inal Contract $2,647,867.25 Retaina e Pa No 6 AND FINAL Chan e Orders Total Amount Earned $2,639,261.07 Revised Contract $2,647,867.25 2014102 Request for Payment 6.xls �. Q PERSONNEL REPORT City of Apple Vailey February 12, 2015 Human Resources , . EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Part-Time, Brandi Adelmann Rehire Skating Instructor Variable 5205 $ 17.00 Hourly H 2/13/2015 Accept Part-Time, Blaine Kadlec Resignation Liquor Lead Clerk Regular 5090 3/5/2015 Accept Paid on Call Kristeen Kennedy Retirement Firefighter Volunteer 1300 1/16/2015 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 1 ��� S.A ���� ����� ��� App�e! ��2 ITEM: Clty Of ��1��� CITY COUNCIL MEETING DATE: F@bl"Ual'y 12, 2Q15 sECTioN: Regular Agenda PROJECT NAME: Caribou Coffee Drive-Thru Window CUP PROJECT DESCRIPTION Caribou Coffee, 14638 Cedar Avenue, requests a conditional use permit and site plan review � building permit authorization to construct and operate a drive-thru window in connection with a Class III restaurant in PD-290, Zone 4 � STAFF CONTACT: DEPARTMENT/DNISION: Kathy Bodmer, Planner Community Development Dept. APPLICANT: PROJECT NUMBER: Caribou Coffee Company, Inc. � PC14-17-ZCB APPLICATION DATE: 60 DAYS: 120 DAYS: January 7, 2015 � March 7, 2015 Apri129, 2015 Proposed Action Caribou Coffee Company, Inc., 14638 Cedar Avenue, requests a conditional use permit to construct a drive-thru lane. At its meeting of Januarv 7, 201 S, the Apple Valley Planning Commission voted unanimouslv to recommend approval of the Option C ("Dedicated Lane") Plan, subject to compliance with all of the conditions recommended at the Planning Commission's October 15, 2014, meeting, and further conditioned upon the petitioner withdrawing its original Option A ("Compact Loop") Plan. The petitioner withdrew the Option A plan. �The following actions will a rove the project in accordance with the Planning Commission's recommendation: 1. Adopt resolution approving Conditional Use Permit for Drive-thru window in � connection with a Class III Restaurant�at 14638 Cedar Avenue with conditions as recommended by the Planning Commission. � 2. Adopt resolution approving Site Plan and giving Building Permit Authorization to � construct a drive-thru window at 14638 Cedar Avenue, subject to approval of the CUP,with conditions as recommended by the Planning Commission. To tlenv approval of the project, the following motion is needed: 1. Direct staff to prepare finding of fact for denial. Project Summary/Issues Caribou Coffee, located in the Cedar Marketplace development at 14638 Cedar Avenue, requests a conditional use permit (CUP) to construct a drive-thru lane. The entire parking lot was redesigned by reducing the size of the parking lot landscape islands. A separated lane is provided for 13 vehicles to queue on the west side of the parking lot without impacting the parking lot circulation. Rather than losing 6 parking spaces as in the previous plan, the reconfiguration of the parking lot actually results in the creation of 4 new parking spaces. 1 Zonin�/CUP: In order to obtain a CUP, the petitioner must demonstrate that the use meets the performance standards of the zoning district. Caribou proposes to mitigate impacts to adjacent residential properties by installing an eight foot (8') tall masonry wall and extensive landscaping. � The wall will help to block headlights and absorb noise as recommended by a noise study performed �by noise consultant David Braslau, attached. To address possible impacts to neighboring businesses, Caribou revised its site plan to creat� a dedicated drive-thru lane which �will allow queuing of up to 13 vehicles without impacting parking lot circulation. � Hours of Operation: The City's definition of a Class III restaurant limits hours of operation from 6:00 a.m. to 11:00 p.m. The City may wish to further limit the drive-thru hours to be consistent with the noise ordinance which prohibits noisy activities like construction and use of power tools between the hours of 10:00 p.m. to 6:00 a.m. Before 6:00 a.m. and after 10:00 p.m. customers could be required to park and enter the coffee shop to place their orders. The Plartning Commission did not concur with Staff s reconzmendation and insteact recommencted that the drive-thru remain open until 11:00 p.m. Site Plan: The�pr�perty owner proposes to reduce the size of some of the parking lot islands in order to create additional parking spaces in the shopping center. The west edge of the parking lot is shifted east and a separate queuing lane is installed that provides stacking for 13 vehicles. Caribou states that at peak, 10 to 11 cars are expected to wait in line. An 8' tall by 64' long masonry wall is proposed to be constructed along the north property line. A shadow study indicates that the wall will not cast shadows on the adjacent building. An access easement exists in front of the Caribou building through the parking lat to Glazier Avenue. The easement will need to be amended to allow the drive-thru lane. This will need to be done by the property owner. Loss of Parkin�: The owner proposes to reduce the size of some of the landscape islands in order to add parking spaces. Instead of losing 6 spaces as shown earlier, the property owner will be able to add 4 parking spaces to the shopping center. Planning Commission Action At its meeting of Tanuarv 7, 201 S, the Apple V alley Planning Commission reviewed the revised site plan and voted unanimouslv to forward the following finding: � � Recommend approval of the Option C ("dedicated lane") Plan, subject to all of the previous conditions of the October 15, 2014, meeting, and further conditioned upon the petitioner withdrawing its original Option A ("compact loop") Plan. The petitioner stated both at the meeting and later in writing that he is withdrawing his Option A Plan. At its meeting of October 15, 2014, the Apple Valley Planning Commission voted � unanirnouslv to recommend approval of the CUP and Site Plan/Building Permit. The following motions were adopted at the meeting: � l. Recommend approval of a conditional use permit to construct a drive-thru in connection with a coffee shop at 14638 Cedar Avenue, subject to conformance with all City Codes and the following conditions: a. The issuance of the Conditional Use Permit (CUP) shall be subject to the execution 2 installation of the drive-thru improvements on the property as depicted on the approved Site Plan dated October 3, 2014. b. The hours of the drive-thru shall be limited to 6:00 a.m. to 11:00 p.m. daily. (Note: this was revised from staff's recommendation of 6:00 a.m. to 10:00 p.m. Monday through Friday, and 8:00 a.m. to 10:00 p.nz. Saturclay and Sunday.) c. An 8' tall by 64' long masonry wall that matches the exterior materials of the building shall be constructed along the north property line in accordance with the site plan dated October 3, 2014. d. The site shall be landscaped in accordance with the Landscape Plan dated September 2, 2014. 2. Recommend approval of the site plan and give building permit authorization to construct a drive-thru window, subject to conformance with all City Codes and the following conditions: a. Issuance of a building permit is subject to issuance of a conditional use permit (CUP) for a drive-thru facility. b. Signs noting the pedestrian crossing shall be posted at the entrance and exit to the drive-thru. c. Directional signs shall be installed within the site, in accordance with the Site Plan � dated October 13, 2014, (Queuing and Directional Sign Plan) to establish a queuing lane that does not block or interfere with other businesses in the shopping center. d. A pedestrian crosswalk shall be painted and maintained on the south side of the drive-thru loop in accordance with the Site Plan dated October 3, 2014. e. Apedestrian connection shall be constructed from the site to the trail abutting Cedar Avenue as shown in the Site Plan dated October 3, 2014. f. The petitioner shall provide tree protection fencing during construction to protect the three existing evergreen trees located on the north side of the Caribou Coffee building. If the trees are damaged during construction, the trees shall be replaced with 8' tall evergreens as approved by the City. g. The grading plan shall be modified as approved by the City Engineer to provide spot elevations and a swale along the north property line to ensure stormwater drainage is directed to the west. h. Deliveries shall be made on the east side of the building and received through the north door of the coffee shop. i. The light pole shall be relocated to safely illuminate the pedestrian crosswalk.� Budget Impact None. Attachment(s) 1. Draft Resolutions 5. Site Plan(w/Shadow Study& 8. Parking Calculations—Cedar Marketplace 2. Location Map Landscape Profile) 9. Public Comments/Email � 3. Zoning Map 6. Landscape Plan 4. Overall Site Plan 7. Noise Study,David Braslau 3 Caribou Coffee Drive-Thru PROJECT REVIEW Existing Conditions Property 14638 Cedar Avenue Location: � Le al Descri tion: Lot 2,Block 1,CEDAR MARKETPLACE ADDITION Comprehensive Plan Desi nation C-Commercial Zoning Classi�cation PD-290,Zone 4 Existin Plattin Platted lot. � Current Land Use Multi le tenant retail Size: Parcel-4.19 acres To o ra h : Flat Existing Urban landscape Ve etation Other Significant NA Natural Features Adjacent NORTH Glazier Avenue Townhomes Properties/Land Comprehensive Plan LD-Low Densi Residential(0-6 units/acre) Uses Zoning/Land Use M-SC-Multi le family(6-10 units/acre) � SOUTH Cedar Market lace/A lebee's Com rehensive Plan C-Commercial Zonin Land Use PD-290,Zone 4 EAST Garrett S uare Condominiums Com rehensive Plan HD-High Densi Residential(12+units/acre) Zonin Land Use M-8C-Multiple Family(12-24 units/acre) WEST Paul's/Kenned Transmission Com rehensive Plan GCommercial Zonin Land Use RB-Retail Business(Pete's)/GB-General Business(Kennedy) Development Project Review � � Comprehensive Plan: The comprehensive plan guides the development of this site for "C" (Commercial) uses. The Comprehensive Plan states that buffering of residential areas is necessary "to preserve vitality, social interaction and cohesiveness." The Comp Plan states that appropriate buffering techniques include the use of landscape materials, berms, distance, fencing, site and building orientation and other design orientation methods. The Comp Plan further states that as a "guiding principle" the portion of buildings containing a drive-up facility may not be located adjacent to residential uses. However, if the petitioner is able to address all of the potential impacts, the proposed development may provide improved screening and buffering,which would benefit the townhome neighborhood to the north. Zonin�: The Caribou Coffee is located within Planned Development No. 290, Zone 4. The zoning district was recently amended to allow a drive-thru window in conjunction with a Class llI restaurant by � conditional use permit,provided certain performance standards are met: • Noise,headlights,traffic volume and emissions from idling vehicles resulting from the operation of the window shall not negatively impact surrounding residential and institutional uses and shall be mitigated as required by the City. � � 4 • The drive-thru lane shall not impede or conflict with vehicular,bicycle or pedestrian traffic circulation on the site as determined by the City Traffic Engineer.� • When a Class iII restaurant is located less than 1,000 feet from a residential or institutional use,the City Council may restrict the hours of operation of a drive-thru window to mitigate any adverse impacts caused by noise,headlights,traffic volume and emissions from idling vehicles. • If the installation of the drive-thru facilities result in the loss of parking spaces, then the resulting parking spaces available for the entire site shall meet the parking requirements set forth in this � Chapter or the petitioner shall demonstrate that the resulting parking on the entire site can satisfactorily serve the current and any future uses in accordance with the aoning code provisions. Preliminarv Plat: Not required. Site Plan: The drive-thru lane is proposed to be constructed on the west side of the b��ilding in the area where the parking lot and former drive access to Cedar Avenue are located. A total of six parking spaces would be removed along with the former driveway stub. Vehicles would enter the west drive-thru lane, then proceed north and circulate clockwise around the Loop so that they end up southbound on the west side of the Caribou building. Once in the lane, there is no by-pass lane provided. An 8' tall by 64' long masonry wall would be constructed along the north property line to provide screening and help absorb noise. The interior of the restaurant would be remodeled to move the service counter from the east side of the restaurant to provide window service from the west side of the building. Site Plan Issues: • No Loss of Parkin�w/Revised Lavout. The site plan shows that seven of the parking lot islands will be modified to create four additional parking spaces in the shopping center. However; during the review of this project, a restaurant located on the east side of the building, El Loro, closed. As a result, there is no parking shortage that would require a variance at this time. The City will evaluate the parking again when a new tenant occupies the space. • Impacts to Glazier Townhomes. The drive-thru lane would be located approximately 35' from � the nearest townhome building to the north. Negative impacts associated with drive-thru lanes include vehicle emissions, noise from outdoor speakers, noise from idling vehicles and headlights. o Noise Study Findin�L The petitioner hired a noise consultant to study how noise from the drive-thru might impact the townhouses to the north. The study made the following findings: ➢ Cedar Avenue has a traffic volume of approximately 50,000 average daily trips (ADT) � in this location. ➢ Sound levels at the order board and pick up window will be below ambient noise levels � most of the time. ➢ When there is little or no noise from Cedar Avenue, there is a possibility of audible sound from speakers at order board and pick up window. ➢ An improved 8' tall solid fence or sound barrier of 3/4"wood plank or denser material is recommended to mitigate potential noise. � Caribou is addressing the identified issues by constructing an 8'�tall masonry wall which will provide sound mitigation that exceeds the recommended mitigation measures. 5 o Nei�hbor Issues/Concerns: Staff inet with the representatives of the Dakota County Community Development Agency who manage the Glazier Family Townhomes development on May 14, 2014. The representatives raised questions concerning grading, stormwater drainage and types of vegetation that will be used. The CDA has been informed of changes to the Site Plan and have made no further comments. Grading Plan: The site is flat so grading will be minimal. Spot elevations are needed along the masonry wall to ensure the north part of the site drains from east to west and not to the north to the adjacent townhome neighborhood. Elevation Drawin�s: Changes to the axterior of the Caribou building will be minimal as a result of the installation of a drive-thru window. The Elevation Drawings show changes in signage, but no significant exterior changes. Landscape Plan: The landscaping plan shows that Caribou intends to plant a variety of evergreens and deciduous trees and shrubs to help absorb sound in the drive-thru area. The planting plan shows that the value of tha landscape plantings will exceed the minim�im 2-1/2%value requirement. Availability of Municipal Utilities: N/A. No changes proposed to the utilities. Street Classifications/Accesses/Circulation: • Cedar Avenue (Principal Arterial Roadwav - 200' ROW, 98' 6-lane street with center median and turn lanes). A former right-in, right out driveway access to Cedar Avenue from the Cedar Marketplace property was removed from the northwest corner of the site in connection with the upgrade of Cedar Avenue. There is a 30' wide east-west access easement between Cedar Avenue and Glazier Avenue that was dedicated in connection with the approval of the Cedar Marketplace plat. The easement will need to be amended to allow for a drive-thru. Pedestrian Access: The Caribou Coffee is just over 200' from the 147`�' Street Red Line station platform. Ensuring pedestrian and bicycle access between the transit station and the Cedar Marketplace building is an important consideration. Caribou proposes to construct a pedestrian connection from the south side of the outdoor patio, through the south end of the drive-thru loop, and provide a connection to the trail on Cedar Avenue. Public Safetv Issues: No issues identified other than ensuring fire exits are not blocked and pedestrian safety is ensured. Recreation Issues: N/A Si ns: No sign approvals are given at this time. No signs may be installed prior to the issuance of a permit. A separate sign permit must be obtained prior to the installation of any signs on the site or the building. Directional signs are proposed to be installed to help direct vehicles to the queue lane. Public Hearin� Comments: No comments were received from the public at the public hearing. However, comments were forwarded to the Planning Commission concerning potential impacts to adjacent businesses. There was a concern that cars queuing up for the drive-thru may block access to nearby businesses. Caribou addressed the issue by revising the Site Plan to create a dedicated queuing lane that does not interfere with traffic circulation in the parking lot. The manager of the Fed-Ex store immediately to the east of Caribou stated tl�at she favored the "dedicated lane" design and that it was best for her customers. 6 CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR DRIVE-THRU FACILITY IN PD-290, ZONE 4 WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code�of Ordinances, zoning regulations to control land uses throughout � the City; and � WHEREAS, said regulations provide that a drive-thru�acili`ty may be allowed within � � Planned Development No. 290, Zone 4, in conjunction with a Gi�ss III Restaurant and in accordance with specific performance standards as a conditional��Lise; and WHEREAS, approval of a Conditional Use�Permit for a drive=thru facility has been � requested by the operator of the business, Caribou;Coffee Company, and the property owner, Donnay Commercial Properties; and � � WHEREAS, a public hearing.was held before th�Apple Valley Planning Commission on � � Oetober 1, 2014, for the Conditional LJs�Fermit request;�and `� � � WHEREAS, on October 1�5, 2014;���the App�e Valley Planning Commission recommended approval of the Conditional Use Permit, subject to`certain conditions. NOW, THEREFORE,BE IT RESOLVED by t�e City �ouncil of the City of Apple Valley, Dakota County, �innesota,that a Conditipnal Use Permit for a drive-thru facility in conjunction with a Class��III°��estauran�t within Plann�d Development No. 290, Zone 4,be approved subject to cornpliance with the City Gode a�d the following conditions: 1. T'he�Conditional�Ts� Permit shall apply to�C'aribou Coffee Company, a Class III rest�urant as defined b�Appl'e V�lley City Code, that�is located at the property legally�described as Lat 2, Blocl�1, CEDAR MARKETPLACE ADDITION. 2. The ConditiQnal Use Permzt shall be valid and effective only in the location on the property as depicted in the Site Plan, dated October 13, 2014, and only in conjunction witn a Cla�s IIT restaurant as defined by Apple Valley City Code. 3. The issuance of the Conditional Use Permit (CUP) shall be subject to the execution of the cross-access easement, dated , as revised and as approved by the City, to allow for encroachment by and the installation of the drive-thru improvements on the property which is otherwise restricted by the existing cross-access easement. 4. The improvement installed and the operations related to a drive-thru facility shall be in conformance�with the Site Plan, dated October 13, 2014, and Queuing and Directional Sign Plan, dated December 5, 2014,both on file at the City Offices, with � the following additional condition: h:Aword\pc_projAapps\earibou drive-thru\resolution approving cup(skh r�dline).docx � a. An 8' tall by 64' long masonry wall that matches the e�erior materials of the building shall be constructed along the north property line in accordance with the site plan dated October 13, 2014. 5. The site shall be landscaped in accordance with the Landscape Plan, dated September 2, 2014, on file at the City Offices. 6. The hours of operation of the drive-thru shall be limited to 6:00 a.m. to ll:00 p.m. daily. (Note: this was reuisecl from staff s recommenctation of 6:OlI a.m. ta 10:00 p.m. � Monday through Friday, ancl 8:00 a.m. to 10:00 n.m, Saturclav and.Sundav.) 7. The Conditional Use Permit may be revoked if the terms,of(2) through (6)preceding are not met. ADOPTED this 12th day of February, 2015. Mary-Hamann-Roland, Mayor ATTEST: Pamela J. Gacicstett�r, City Cl�rk CERTIFICATE I, Pamela Ga�kstetter, Ap�1e Valley City Clerk, hereby certify that the forgoing is a true and correct copy o�a resolution adopted by the City Council on February 12, 2015, the original of which is in my possession, dated this day of , 20_ Pamela J. Gackstetter, City Clerk h:\word\pc�roj\apps\caribou drive-thru\resolution approving cup(skh r�lline).docx CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR CARIBOU DRNE-THRU FACILITY AND ATTACHING CONDITIONS THERETO WHEREAS,pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Chapter 155 of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and rnultiple residential uses require the specific'�review and approval of development plans by the�Apple V alley Planning Commission ar�d�City Council; antl . WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS�,the Apple Valley Plan�ing Commission�has reviewed the development plans and made a recommendation as to their approval at a public m�eting held on October 15, 2014. NOW, THEREFORE, BE IT RESQLVED'by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for a drive-thru facility at 14638 Cedar Avenue, s��ject to approval of a conditianal use p�rmit is hereby authorized, subject to the following conditions: 1. If the Building Pexmit�is not paid for and issued within one (1) year of the date of approval,the approval shall lapse. 2. The Building Permit shall be applicable to property identified as Lot 2, Block 1, CEDAR MARKETPLACE ADDITION, 3. Ca�s�ruction shall ���,occur in conformance with the Overall Site �Plan dated � Januaxy ��6, 2015, and Site Plan dated January 6, 2015, both on file at City Offices, subject to the following: a. A sign noting the pedestrian crossing shall be posted at the entrance and exit to the drive-thru. b. Directional signs shall be installed and a queue lane constructed in the parking lot, in accordance with the Site Plan dated January 6, 2015, and Sign Plan dated August 13, 2014, to direct access to the drive-thru lane that does not block or interfere with other businesses in the shopping center. c. A pedestrian crosswalk shall be painted and maintained on the south side of the drive-thru loop in accordance with the Site Plan dated January 6, 2014. d. A pedestrian connection shall be constructed from the site to the trail abutting Cedar Avenue as shown in the Site Plan dated January 6, 2014. 1 e. The parking lot shall provide the number of currently required handicap accessible parking spaces. 4. Construction shall occur in conformance with the landscape plan dated September 2, 2014, on file at City Offices, subject to the following condition: a. The petitioner shall provide tree protection fencing during construction to protect the three existing evergreen trees located on the north side of the Caribou Coffee building. If the trees are damaged during construction, the trees shall be replaced with 8' tall evergreens�.a�s approv�d by the City. 5. The grading plan shall be modified as approved by the City Engineer to provide spot elevations and a swale along the narth property line to ensure stormwater drainage is directed to the west. 6. Site grading shall occur in conformance with a Natural Resources Management Plan(NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subj ect to the applicant submitting a copy of the General Storm Water Permit app�oval, if required, from the Mi�nesata Pollution Control Agency pursuant to'Minnesota Rules 7100.1000 - 7100.1100 regarding the State NPDES Permit prior to commencement of grading'activity'. 7. Deliveri�s shall be.made on��th� east side'���of the building and received through the � � north door of the coffee shop in�ccordance with the approved Site Plan dated January 6; 2015. Curb and sidewalk�shall be reconstructed on the east side of the building to allow for��delivery behind the building. 8. rr Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. The lighting plan shall be reviewed and approved by the planner prior to issuance of the building permit. � 9. Tlie �xisting light�ole in the center landscape island shall be relocated to safely illuminate the pedestrian crosswalk. 10. Approval of a signage plan is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign regulations must be submitted for review and approval to the City prior to the installation of any signs. � 11. Construction sha11 be limited to the hours of 7:00 a.m. to 7:00 p.m. Monday through Friday. Weekend construction hours shall be limited to 8:00 a.m. to 6:00 p.m. 2 12. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 13. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the proj ect being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a reasonably stipulat�d�deadline, with the cost of such City completion to be charged against the financial guarantee. 14. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and al1 required site improvement� as listed in the prec�ding. No alteration, removal;'or change to th,e preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements which have deteriorated due to age or wear shall be repaired or replaced in a timely fashion. BE IT FURTHER RESOLVED by the City Council of the City of Apple that such issuance is subject to a finding of compliance of the construction plans with the'Minnesota State Building Code, as determined b��he Apple�alley Buildin�Official, and�ith the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire'Marshal; and ADQPTED this 12th day af February, 2015. Mary Hamann-Roland, Mayar ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE � � As Apple Valley City Clerk, hereby certify that the forgoing is a true and correct copy of a resolution adopted by the City Council and the resolution described therein is hereby released for recording with the Dakota County Recorder this day of , Pamela J. Gackstetter, City Clerk � 4 ,� .� < �n },. ': .. - ��� J�� �}., ,. ,. � 1�°. �" t, � � . . * � . 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[ q� SITE PLAN �__ —._24"------ ---� i ,......_........._. _ � � ' � � � N 3M 3630-69 Duranodic ' . "brown" - 2A 2B 0 M + 1 A 2 Sq Ft I i � � 3A 3g '� 0'-3' - . � 1B • • 4 5 • Double Sided '� • Pan Flat Faces • Slide Faces (white polycarbonate) • Non Illuminated . - .- - . . .. . .. • . . . . - .-. . . , . , . . .... -. . . . . . , . .- .-. - .- : . .- . . . . . . . — e ' - . . , . �.--, . � ..- . - � • . . . . � � . - �- . . - . . . . •. Customer: Caribou Coffee Description: Directional Signs w/ Customer Approval: NoTE:uniess Spe��fea bv ouscome�,all depth of embossing will be Face Options (2 Sq Ft) determined by Everbrite Engineering or existing customer specifications on file.Colors and graphics PPOj2Ct NO: 316063-1 Scale: NTS on file will be used unless otherwise specified by customer. 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Early morning observations and sound level measurements were also made at an existing drive-thru at the Brooklyn Park location. Sound from the order point and pickup loudspeakers was identified as the most likely sources to have an adverse impact on the adjacent apartment building in Apple Valley. Sound levels were then estimated for the order point and pickup locations in Apple V�lley and found to be below the existing ambient level and well below state noise standards. Engine or exhaust noise from observed vehicles in the Brooklyn Park drive-thru was very low and mostly masked by highway noise. An improved 8 foot solid fence or sound barrier is nevertheless recommended as a replacement to the existing fence in Apple Valley to mitigate potential noise from vehicles immediately adjacent to the property line. ff headlight impact is to be minimized,the fence would probably have to be approximately 14 to 15 feet high. ------------------------------------------------------------------------ ------------------------------------------------------------------------ This memorandum presents findings of our noise assessment of the proposed drive-thru at the Caribou Coffee facility located at 14638 Cedar Avenue in Apple Valley,Minnesota. Location of the facility is shown on the aerial photograph in Exhibit 1. Existin�Background Sound Levels in A�ple Valley Background sound levels were monitored over a 17.5 hour period(Tuesday 3 pm 22 April to Wednesday 8:30 am 23 April)that included the quietest time period the day and therefore,the most critical time for potential noise impacts from the proposed drive thru. The readings reflect sound levels primarily from traffic on Cedar Avenue which is a designated state highway and a major commuting arterial. The daily volume in 20ll was 45,000 and could be approaching 50,000 in 2014. Location of these background readings are shown on E�ibit 2. The most critical time for potential noise impact from the drive-thru is between 5 am when the drive-thru opens and is within the nighttime Minnesota noise standard, and 7 am,the nighttime period ends. The monitored 1-second average Leq(average sound levels)between 5 and 7 am are shown on E�ibit 3. The density of traffic is fairly constant during this period with the average sound level increasing from about 55 dBA at 5 am to 60 dBA at 7 am. y:\j obs�2014 j obs�214011�report\caribou-coffee-noise-as sessment.doc Caribou Coffee—Apple Valley,MN—Drive-thru Noise Assessment Page 2 Observations from an Existing Drive-thru in Brooklvn Park To provide some background infarmation,observations and sound levels were taken at the Brooklyn Park Caribou Coffee location(Colorado Lane North adjacent to Zane Avenue). This location was identified by Jerry Roper,Caribou Coffee,as having a somewhat similar layout. The sound meter was located approximately 15 feet from the entrance roadway and 25 feet from the intercom loudspeaker. Vehicles provided some limited shielding of the loudspeaker at the meter for cars and less with SUVs,but the effect did not appear to be significant. The sound level meter location is shown on E�ibit 4. The order point intercom and pick up locations are �identified on the aerial. Sound levels from vehicles were quite low, generally close to idle,although several vehicles were observed with more rumbly exhaust systems. No motorcycles or cars with a pronounced exhaust sound were observed and could be louder,although close to idle,these levels are likely to be close to background noise from Zane Avenue. The most obvious sound associated with the drive-thru was from conversations at the order point loudspeaker,with less conversation at the pickup. Because of the background noise from adjacent Zane Avenue, identifying drive-thru vehicle and related loudspeaker sound is challenging. Traffic volume on Zane Avenue in 2011 was report at 17,000 vehicles per day.The one-second sound level time history at Brooklyn Park is shown on Exhibit 5. This shows a similar increase as in Apple Valley although the range in sound levels is smaller there. To help identify sound associated with the drive-thru,primarily speech from loudspeakers, since vehicle noise was essential at background levels,the sound level spectra are compared. Sixty one-second"background" sound level spectra for the minute 6:02 to 6:03 am,during which the drive-thru was unoccupied, are shown on Exhibit 6. The peaks at 31.5 Hz represent engine noise from vehicles on Zane Avenue while the peaks at 1000 Hz represent tire/pavement noise. Sixty one-second sound level spectra for the minute 5:55 to 5:56 am,with two vehicles and audible loudspeaker usage,are shown on Exhibit 7. Differences between the background and occupied drive-thru spectra are primarily between the 500 Hz and 2000 Hz octave bands. While not all of this can be directly related to the loudspeaker,the typical voice spectrum for a female,who was handling the takeout when readings were taken,lies somewhere near this range. The 500 Hz time history is shown on Exhibit 8. One might imagine that the denser curves when loudspeaker talking was observed could be related to the loudspeakers. These state noise standard are expressed in terms of L10(level not to be exceeded for 10% of an hour and L50(level not to be exceeded for 50% of an hour). While the one-minute L10 values shown on Exhibit 9 are only a surrogate for the hourly standard,they do show that,even when vehicles are present,the L10 is not likely to exceed 62 dBA. Evaluation of Potential Drive-thru Impact in Apple Va11eX The proposed drive-thru is superimposed in Exhibit 10 on an aerial photograph at the Caribou Coffee location in Apple Valley. This exhibit shows the close proximity of the drive-thru relative to the adjacent apartment complex, and identifies locations of the order point and pickup loudspeakers. The distance from the loudspeakers to the apartment building are greater than the monitored distance described above,so adjusted for distance,the order point(1-minute L10) level is estimated to be 51 dBA at the apartment building while the pickup level is estimated to be 56 dBA at the apartment building. y:\jobs\2014jobs\214011�report\caribou-coffee-noise-assessment.doc Caribou Coffee—Apple Valley,MN—Drive-thru Noise Assessment Page 3 On Exhibit ll these levels are plotted against the monitored 1-minute L101eve1 between 5 and 7 am at the Apple Valley location and seen to fall well below the existing ambient level when the drive thru is in operation .The levels would also be well below the state noise standards for the adjacent residential property. While it is difficult to estimate potential impacts from vehicle-related noise,it is recommended, because of the proximity of the drive-thru to the adjacent apartment building,that the light- weight wood fence between the properties be replaced with a 3/a' ' wood plank(or denser material)with no air gaps at least 8 feet high or higher if within zoning guidelines.This would provide some reduction in vehicle noise which is not really provide by the existing fence. If shielding of headlights is provided,a wall height of approximately 14 feet may be needed. The findings here do not exclude the possibility of audible sound from the drive-thru when there is little or no noise from Cedar Avenue or other sources. Speech could be audible, even if 15 dBA below the ambient dBA level,depending upon speech content and background spectrum. Vehicles with loud audio systems,especially very high boomy base,that can be heard a block or , so away,could be problematicaL However, under narmal operation and traffic volumes on Cedar Avenue, and typical vehicles accessing the drive-thru, sound level are expected to be well below state noise standards and usually masked by traffic noise from Cedar Avenue. [Note: Full report with attachments available in the Community Development Department . ] � . y:\j obs�2014jobs�214011�report\caribou-coffee-noise-assessment.doc Parking Demand and Supply Analysis • Cedar Marketplace-Caribou Drive-thru +5 Guys (2014)and Available Former EI Loro Floor Area #Seats Parking Calculation Total Parking Comments Spaces R uir d Applebees 4,997 198 198 seats @ 1:3.0 66.00 83 Spaces provided on Applebees Site- No changes to seating since 2003. 17 � space surplus. Building#1 (14630 Cedar Avel: 10.649 sf Caribu(Indoor) 1,697 41 41 seats @ 1:2.5 16.40 Seating will change with 2015 renovation Caribu(Outdoor) 24 24 seats at 1:5 after 10 2.80 Fed E�JKinkos 5,156 @85%/150 29.22 Kid'sHair 1,100 @85%/150 6.23 EI Loro 2,582 0(81 previously) 81 seats @ 1:2.5 0.00 @g1 seats=32.4 spaces EI�oro Patio 0(22 previously) 22 seats at 1:5 after 10 0.00 @22 seats=18 spcs=50.4 spcs total Building#2(14658 Cedar Avel:16.500 sf Buffalo Wild Wings 5,750 289 289 seats @ 1:2.5 115.60 Flooring Expo 4,870 @85%/150 27.60 MassageRetreat 3,183 @85%/150 18.04 and Sqa 5 Guys Hamburgers 2,600 53 53 seats @ 1:2.5 21.20 Total Spaces Required 237.08 Above(Below)Req't Total Spaces Provided: 259.00 21.92 Applebee's Shared Parking Surplus(Cross-Parking Easements) 17.00 38.92 ��a�ces Above or{Belaw} R�q�irer�ent 33 Note 1: Total parking spaces with parking expansion 256 spaces. Note 2: Dakota County restnped former drive access to Cedar,creating 3 additional spaces Note 3:Total parking spaces with Applebees and Cedar Marketplace=342 spaces 12/8/2014 Bodmer, Kathy From: Katherine Tessneer Sent: Tuesday, January 06, 2015 4:04 PM To: Nordquist, Bruce Cc: Bodmer, Kathy Subject: Caribou Coffee Drive thru Hi Bruce and Kathy, Thank you for mailing me the update regarding Caribou Coffee's planned drive thru proposal. While I will not be able to attend the meeting on January 7t", I would like to express my thoughts regarding the new option (Option C)that Caribou has submitted. I think that Option C is the best proposal thus far and will significantly decrease the impact to which their (Caribou's) addition will have on my customers and my business as a whole. Creating a "designated lane" will alleviate backed up traffic in the parking lot, ensuring a smooth flow for cars, delivery trucks and pedestrians. Thank you, KatTessneer Center Manager FedEx Office—Apple Valley 0705 14638 Cedar Ave, Suite A Apple Valley, MN 55124 Phone: 952.431.7724 katherine.tessneer(a�fedex.com F'ind out how we can streamline your corporate business printing needs and ��mprove productivity by visiting the FedE� Office Corporate Print Solutions site at ww�;�. �edex.com/corporateprint <http: //www. fedex.com/corporateprint> . The information in this e-mail is confidential and may be legally privileged. It is intended solely for the addressee. Access to this e-mai� by anyone else is unauthorized. 1 Bodmer, Kathy From: Ed Kearney Sent: Tuesday, September 30, 2014 7:33 A�� To: Bodmer, Kathy Subject: Re: Ed Kearney called about Caribou Thank you for the report. You mentioned below that Caribou will remove 3 spaces. Actually there are four more spaces where the road used to be an exit. I spoke with FedEx and they knew nothing about it but their Manager is new. They were more worried than any that their reserved spaces might have people backed up and their hours are 8 " a.m.-11 p.m. They only have a few reserved so any additional customers which is steady all day and evening,will not be able to park or quickly exit and cars lined up will not get out of line as they will be boxed in unless the back cars back up, which isn't safe. I spoke with Buffalo Wild Wings and they didn't know about it either but were worried about any more use of parking, especially if people avoid parking in front of caribou knowing they are likely to get boxed in with those waiting. They had heard from the landlord (not from me),that Five Guys was coming in too. That and if a restaurant comes in where EI Taco used to be and draws (say a national chain),then they are really worried. Especially in very cold weather, people will NOT park far away they said. One thing not mentioned is everyday Caribou receives deliveries. They park the truck for up to an hour, in the very place where the drive up is proposed. If that becomes a drive up,they the trucks will have to park out front, also creating an even higher backup and boxing in of spaces. Most deliveries I've seen come in the early mornings around 9, as I know from experience that it would be zero out and the door would remain open during deliveries and it would be cold. If you go to the Starbucks in Rosemount that is at 42 and 3,that is backed up almost all the time and�they don't have 75,000 cars per day going by. We are very concerned for our members(Caribou is not a Chamber member). Please note my comments to planning commission as you see fit. We recommend this be rejected as it would disrupt our members. Caribou headquarters was contacted directly by me when Archivers was about to close. We notified them of the availability as well as the Archivers name available on the monument sign on Cedar(Caribou is not currently on that sign). Their previous regional Manager Lori had told me once that would be their ideal spot for a drive up. Their real estate office emailed me back they would look at it so they had plenty of notice. Ed Kearney, Chamber President Sent from my iPad Edward Kearney, President Apple Valley Chamber of Commerce 952-432-8422 952-240-6004 (cell) >On Sep 17, 2014, at 3:57 PM, "Bodmer, Kathy° <KBodmer@ci.apple-vallev.mn.us>wrote: > > HiEd, > I 1 i Bodmer, Kathy Ta Ed Kearney Subject: RE: Caribou Rosemount Comparison From: Ed Kearney Sent: Wednesday, October 01, 2014 1:49 PM To: Bodmer, Kathy Subject: Caribou Rosemount Comparison Hi Kathy, I stopped by Starbucks this morning in Rosemount to take a photo. This is of the backup at 8:35 a.m. and the second, I went around and took from 42. I did not even include a photo of the side of the building where the window is with 5 more cars backed up. And this was past the main part of rush hour and they don't have 75,000 cars per day going by like Caribou in Apple Valley. We wanted you and planning to know we see the backup as really ticking off people trying to park and even two cars backed up can block up to six cars in the spaces. I think you are in for a surprise if it is approved and I was surprised the neighboring businesses were not notified by Caribou or the building owners, for something that when two more restaurants are added in addition to a new restricting drive up, will really crowd things more than they are crowded now. Try finding a space over there with your family on a Friday or Saturday night. Very difficult and especially when Five Guys moves in next month. � �- ' � � � � � � �� -, � �,,,'�$-;�� � ��,�� � ,. � � ��' � � �� �,:: � � ��°`; , � � . � , ,� ,. . > �w: a ` � �y � �� � � ����<. 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S� ., „\ -.,. .. .��ww,�:+wa.��",�«�,a�'�" r,;,..'�, ....�.�a...,, / , . .. � : �to � � � .�r �y�., f'.u:. } .� �� �,���,�d �" � �, ��v`�L� �B� '`� "��Z�� �� � � .:, �'�� � A ���:i k �� �. . � ��,� ����" ��l� � `� ���� �e , K'�y � ,�;y�� �y�'� j ��F a�� ��� � �'� ���� ��.� Y�E� 1`� �� �/5��,�� �./�' �y��, � ,s� �'� �g�`�������y y s Fr.' �,� ��� � � i, �w � � "�� i .::,: s t � � � '� �aN�+�eti.t .�!',� .:... ���� n - .. �,�...�_..:�_.... . .�....°,�,�.,.. . F„i�s� . ._til��€"� „d��. ., . �,.�.. ., .`S�i,�,>.. .. .��.,G .a. .� . .�.�.,,... ,ar�.c,��� Please show these photos as this is a daily reality and not speculative. 2 Bodmer, Kathy From: Anna Judge Sent: ' Friday, September 26, 2014 10:30 AM To: Bodmer, Kathy Subject: RE: Caribou Coffee Drive-Thru Response letter Kathy, Thank yau for the update. Anna From: Bodmer, Kathy [mailto:KBodmerCa�ci.apple-vallev.mn.usJ Sent: Friday, September 26, 2014 9:27 AM To:An,na Judge Subject: FW: Caribou Coffee Drive-Thru Response letter Anna, Caribou received appraval to amend Planned Develaprnen# No. 290, Zone 4, to allow a drive-thru at Cedar& 147`h Street. They are naw applying for the canditianal use permit(CUP}to construct the drive-thru. The public hearing for the CUP is scheduled for the Planning Cornmission meeting next Wednesday,October 1, at 7;00 p.m. The CDA was �rrail�d notice of the public hearing. The plans are attached for your information. You will nate that th� masonry vuall , was reduced from 10'to 8'tall. This is the same height as the wall on the east side of the building by El Loro's outdnor patia. Please cnntact rne with any questions. Kathy ��::r: Kathy Badm�r,AICP I Planner 1 City of Apple Valley :.*.i t�, 7100—147 S#reet W.,Apple Valley, MN 55124 �`������ (952)953-2543 I kbodmerCa�ci.apqle-vallev.mn.us From: Anna Judge Sent: Monday, June 02, 2014 9:07 AM To: Bodmer, Kathy Subject: RE: Caribou Coffee Drive-Thru Response letter Kathy, Thanic you for this information. It appears that they have responded ta all our queskions regarding this projec�. Regarding questian#8 about the children,the CDAjust wants them to be mindful of the fact that there are a lot of children that reside next door and that they should take all precautians knowing this, such as canstruckion fences, etc. 1 At this point, ! do not believe there is anything else that the CDA wouid request from them. Anna ,Anna ludge ' Director af Proper#y Manag�ment Dakata �ounty Commun'sty Development Agency 651-67S-45Q1 www.dakotacda.or� From: Bodmer, Kathy [mailto:KBodmer@ci.apple-vallev.mn.us] Sent:Wednesday, May 28, 2014 4:06 PM To:Anna Judge Subject: FW: Caribou Coffee Drive-Thru Response letter Anna, For your reference, attached is a letter from Caribau discussing the questions and concerns that were raised at our meeting of May 14. I've attached the newest site plan that shaws a shadaw study which iUustrates that a 10' high wali will not cast shadaws on the townhomes if the buildings are 25'from the property line. It appears that the buildings are 2S' frorn the property fine, but we do not have surveys on file ta verify. Feel free to contact me with any outstanding cancerns or issues. This item wiH be reviewed by the Planning Commission at trieir June 4, 2014, meeting. ��tny ��;��� Kathy Bodmer,AICP I Planner I City of Apple Valley �� 7100—147`"Street W.,Apple Valley, MN 55124 � � (952}953-2503 I kbodmerCa�ci.apple-valley.mn.us �U'����� From: Duane Perry __ Sent: Wednesday, May 28, 2014 3:53 PM To: Bodmer, Kathy; Jerry Roper Subject: Caribou Coffee Drive-Thru Response letter Kathy, Attached is a response letter to each of the comments from your meeting with Dakota County CDA. I'm still working on the headlight screening information. Duane Duane Perry,AIA, CID WILKUS ARCHITECTS 11487 Valley View Rd.,Eden Prairie,MN 55344 T�(952)843-5058 F�(952)941-2755 2 �. /� 2/11/2015 C�ribou Drive-Thru CUP City Council Meeting February 12, 2014 __ '�� ��' RequestedAction • Conditional Use Permit (CUP) • Site plan review/building permit authorization �� w��� � �.,, ��� 1 ' 2/11/2015 Location Map 14638 Cedar Avenue ��� � � ��� ��� , , � , � � ����� �� ,�� � �� � � � � :���� � ,,�, i ; � F �� �r , t� � ,� � .� �� = ��� K.��;� rv � ""^ti,�. ' 4 . � � � __m_�__._. ... . _ ��.�e >� ::.� �_ �y,. �� . 4 " ..<Y :�'� �;i. . ,: .. ��� Zoning Map � � � � , �- e� � Y r�.���� ����- .� �(i i,�;' �asna s I��r;'��'N �:-�� ,-°� � _��.w� ��� . . �-��� : A� � . �� � t�es�ts�` � ��i ��aA��^��� � R-�a T s ' . � � a i � � �°S.89ude �, �C�r �—�`�s�a�erssw�� � �� aM���� �"�� j��r�r� � a �R� �`" �m ����n�� , �� ���,� � �y � t'��'7' ` Efttm67'tr5 iA . .._,� '. �Q-��� � �� � _. .'��i�� .._ . .. ':=.6� d" ��� ( rrd , � , SITE � ��� � E „_ PD:290 �� � E w i ��3 ip�i !� . � �';yG I � 0 � . , ��� � _ � �� � � ���.� 'u��s��' F ,s�snsrw� � '� <_...._._ _ G � ��� ��� � � ��� ? � . pa�-a �.�m � �� �������� r �� . �� 2 � 2/11/2015 PD-290, Zone 4 (Amended) ARTICLE 2. DES/GNATION N0.290 §A2-3.CONDITIONAL USES. (2) Drive-thru service in conjunction with a Class III Restaurant,subject to the following conditions (a) Noise,headlights,traffic volume and emissions from idling vehicles resulting from the operation of the window shall not negatively impact surrounding residential and institutional uses and shall be mitigated as required by the City. (b) The drive-thru lane shall not impede or confiict with vehicular,bicycle or pedestrian traffic circulation on the site as determined by the City Traffic Engineer. (c) When a Class III restaurant is located less than 1,000 feet from a residential or institutional use,the City Council may restrid the hours of operation of a drive-thru window to mitigate any adverse impacts caused by noise,headlights,traffic volume and emissions from idling vehicles. (d) If the installation of the drive-through facilities result in the loss of parking spaces,then the resulting parking spaces available for the entire site � `�� shall meet the parking requirements set forth in this Chapter or the petitioner shall demonstrate that the resulting parking on the entire site can satisfactorily u�I serve the current and any future uses in accordance with the zoning code provisions. "Dedicated Lane" ���� _ ,.� � �� _ �v� � ����� n ��� � ����� ,� a., � . � � �. �� � � , , nan� 3 . _ a , � � � ,�s�� J �� � � �. �� _� _ � � `� "��; ' � ' cr� � `l � � � ��'� � � � �d'�� � '� .; e � �� ,� j q .. 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"`� . _ I � � Ii�`� t +'�l„ �-°.........."_ : i� _ LANDSCAPE E�IAN _ � � 5 � ' 2/11/2015 Issues 1. Potential impacts to adjacent residential neighborhoods. oNoise from outdoor speakers and idling vehicles. o Headlights. o Emissions from idling vehicles. oStormwater drainage. i jl }i l '!ll�`j �� "�„` � , ��� I �I����il� �s�� I ' � __ q � . i ��— � ,� ,i = . .�,� ��. �1�1ey. � _ µw�:� Noise Study Findings 1. Cedar Avenue has traffic volume of approximately 50,000 ADT in this location. 2. Sound levels at the order board and pick up window will be below ambient noise levels most of the time. 3. When there is little or no noise from Cedar Avenue, possibility of audible sound from speakers at order board and pick up window. 4. An improved 8' tall solid fence or sound barrier of %" wood plank or denser material ��� is recommended to mitigate potential noise. = '�� 6 � ' 2/11/2015 CUP Conditions b. The hours of the drive-thru shall be limited to 6:00 a.m. to 11:00 p.m. daily. (Staff had recommended 6:00 a.m. to 10:00 p.m. Monday through Friday, and 8:00 a.m. to 10:00 p.m. Saturday and Sunday.J ,� Issues 2. Potential impacts to adjacent commercial businesses. oLoss of parking oBlocked access for customers _.,� � " �� � ��'1���''�W' � � a�,,, ,�� � � � � � •���r' �� —� "' 7 � ' 2/11/2015 Dedicated Lane . �.__. �.� � �, � ���-�� , � � � � ��� �� � ,.,,,� �.�� �� � , , .� � �� � � , � �° - �g� . _' -r�'.',..,..{ � f . "„`i � � �` � PN � S � � ����� �a� . i_._.w.=...�..a � ........_ _ �,., �.� � zb ��J � �� E`� �� — F� � � �''> - '�h�'�—`i''"��� 2 � � . t____R � _' ,_�: �c�a `��I � { [��'.l ,� : �� � _• t-- � �,�..� -.�'___� � ' � �; a.�i�.. �°?�' �.� i � �p � ��, ��� � �v � .u'''i" �. � � � � �— Planning Commission � Recommendations • At its meeting of October 15, 2014,the Planning Commission voted unanimouslyto recommend approval of the CUP and Site Plan/Building Permit with conditions. • At its meeting of January 7,2015,the Apple Valley Planning Commission reviewed the revised site plan and voted unanimouslyto recommend approval ofthe Option C ("Dedicated Lane") Plan,subject to: • All of the conditions stated in the October 15,2014, Planning Commission recommendation shall apply • The petitioner shall withdraw its original Option A("Compact .'.�''�a r Loop")Plan. Caribou withdrew the Option A Plan. �,� ��� ���� 8 t , . 2/11/2015 Recommended Action: The following actions will approve the project in accordance with the Planning Commission's recommendation: 1. Adopt resolution approving Conditional Use Permit for Drive-thru window in connection with a Class III Restaurant at 14638 Cedar Avenue with conditions as recommended by the Planning Commission. 2. Adopt resolution approving Site Plan/Building Permit Authorization to construct a drive-thru window at 14638 Cedar Avenue,subject to approval of the CUP,with conditions as recommended by the Planning Commission. To denv approval of the project,the following motion is needed: �����" � �, 1. Direct staff to prepare finding of fact for denial. Questions? ��� � 9 .,. S. g +... ..... ;,, ITEM: � — c�ty of Apple CITY COUNCIL MEETING DATE: FebCU11y 12, 2015 Valley SECTION: Regular PROJECT NAME: The Springs at Apple Valley Apartments PROJECT DESCRIPTION Request for: 1. Amendment to the 2030 Comprehensive Plan Land Use Map re-designating Outlot B, FISCHER MARKET PLACE from"C"(Commercial)to"HD"(High Density ResidentiaUl2+units per acre. 2. Rezoning of Outlot B, WENSMANN 13TH ADDITION from "PD-746/zone 1" (Planned Development) and Outlot B, FISCHER MARKET PLACE from "PD-646/zone 3" (Planned Development) to "PD-746/zone 3" (Planned Development), which allow aparhnents as a permitted use,and shall establish special area requirements and performance standards for the new zone. 3. Subdivision of land by preliminary plat that will combine two existing outlots into one lot. 4. Site plan/building permit authorization to allow for construction of a 280-unit apartment project on 20 acres, located between 145`h and 147th Streets West,and Foliage and FlagstaffAvenues. STAFF CONTACT: DEPARTMENT/DIVISION: Thomas Lovelace, City Planner Community Development Deparhnent APPLICANT: PROJECT NUMBER: Continental Fund 313 LLC PC14-40-PZSB Proposed Action 1. Adopt the draft resolution approving the amendment to the 2030 Land Use Map to re-designate Outlot B, FISCHER M�1�ti�T PLACE from "C" (Commercial) to "HD" (High Density ResidentiaUl2+units per acre). 2. Pass the draft ordinance rezoning Outlot B, FISCHER M��tKFT PLACE from "PD-646/zone 3" (Planned Development)to"PD-746/zone 3"(Planned Development). 3. Pass the draft ordinance rezoning Outlot B, WENSMANN 13TH ADDITION from "PD-746/zone 1"(Planned Development)to"PD-746/zone 3"(Planned Development). 4. Adopt the draft resolution approving the Springs at Apple Valley preliminary plat. , 5. Adopt the draft resolution approving the site plan/building permit authorization to allow for the construction of a 280-unit apartment project on 20 acres on Lot 1, Block 1, the Springs at Apple Valley,according to the preliminary plat. Project Summary/lssues Outlot B,FISCHER MARKET PLACE is currently guided"C"(Commercial). The proposed development is not consistent with the current designation and a re-designation of the outlot to "HD" (High Density ResidentiaUl2+ units per acre) will be required. There is currently 562 acres of properiy designated for commercial uses and 245 acres for high-density residential uses. The loss of 10 acres of commercially designated property by this amendment will not have a significant impact on the amount of land available 1 for commercial development/redevelopment. On December 11, 2014,the City Council authorized submittal of the proposed Comprehensive Plan amendment to the Metropolitan Council for their consideration. The Metropolitan Council has reviewed and approved the proposed amendment. The two outlots are located in two planned development zoning districts. Outlot B, WENSMANN 13TH ADDITION is located in "PD-746/zone 1". This planned development zone allows for townhomes and condominiums as permitted uses at a maa�imum density of 16 units per acre. Aparhnents are not allowed. Outlot B, FISCHER MARKET PLACE is located in "PD-646/zone 3". This planned development zone allows for a variety of general business and some limited retail uses. Again, apartments are not allowed. The property will need to be rezoned. Staff is suggesting that all the properiy be rezoned to "PD-746" and that a new subzone(zone 3)be created for apartment buildings. This new subzone would include area requirements and performance standards applicable to apartment development. The subject properties are currently platted as outlots. The applicant is proposing a replat of the two outlots into one lot. Staff identified several revisions,which the applicant has incorporated into their revised plans. The plans show 168 detached and 112 attached garage spaces, and 412 surface parking spaces (including the 17 surface parking spaces adjacent to the clubhouse), which calculate into 2.47 spaces per unit, which is slightly below the minimum required 2.5 spaces per unit. The applicant would need to add eight(8) parking spaces in order to meet the minimum parking requirement. Based upon the parking study information provided by the applicant and review of additional parking ratio requirements, staff has recommended and the Planning Commission concurs that the proposed parking should be adequate to serve the development. Access to the development will be via one driveway located along the east side of Foliage Avenue. Two emergency accesses were proposed, with one located at the end of Flycatcher Lane, a private street and the other off 145�'Street West. The site will be completely fenced and all accesses will have security gates. Staff expressed their concern about providing only one access in and out for its residents and it was suggested that the applicant consider the proposed 145`�Street West emergency access be also used as an exit only access far residents. The applicant has indicated that the 145'i'Street access will not be accessible by the residents. Development will include the removal of the temporary cul-de-sac located at the east end of Flycatcher Lane on the subject property. The loss of the cul-de-sac turnaround will affect the ability of emergency vehicles to turn around at the end of that private street. It was discussed about having an emergency access gate installed at the end of Flycatcher Lane that would be used by emergency vehicles as an e�t only from the Midtown development or constructing an alternative turnaround on the Midtown property. Because of concerns voiced by the Midtown Village residents and after much staff discussion,the decision was made that although it is not ideal,no gate or turnaround would be required. Fire staff indicated a concern about the location of the proposed emergency access gate along 145�` Street West, and requested that it be set back 30 feet from the 145`�' Street curb line. The applicant's revised plans show the gate set back 30 feet as recommended. The original site plan showed buildings being set back 28 to 56 feet from the property lines abutting the public streets. Existing area requirements in "PD-746" allow buildings to be set back a minimum of 25 feet along local streets and 30 feet along collector streets. The 25-foot setback for Building 3 along 147`�' Street West does not meet the planned developmenYs minimum setback requirement. Revisions have been made to the site plan,which now show all buildings meeting the minimum required setbacks. 2 One trash enclosure is proposed for this development, which will be located northeast of Building 2. This is the only area within the 20-acre complex dedicated for refuse drop off. Even though the applicant is confident that this enclosure at the proposed location will be sufficient to serve the site, staff has concerns about having only one and would propose that the applicant provide additional locations where future trash enclosures could be constructed if the City determines their need. In addition, staff has recommended that the exterior finish of the trash enclosure should be constructed with 100% decorative masonry materials. The applicant has submitted revised elevations that reflect staff recommendation. The applicant has provided a pedestrian access plan,which shows internal sidewalks and sidewalk connections to the public walkways located adjacent to the City streets. Staff has identified some additional connections and extensions that should be considered. The City Engineer has reviewed the gading and utility plans and his comments are included in the attached memo. Revisions to the plans should be made per his comments. All signage shall conform to the City code. The Fire Marshal has also reviewed the utility plan and is requesting that additional hydrants be installed near the southeast corner of Building 4 and northwest corner of Building 8, which the applicant has done on their revised plans. Attachments Draft Ordinance Amendments/Resolutions S rings at Apple Valley Preliminary Plat Met Council Letter Develo ment Plans Ciry Engineer's Memo Truck and Hydrant E�ibit Citizen Letter Pedestrian Access Exhibit Applicant's Pro'ect Description Memo Draina e Exhibit Applicant's Traffic Stud Elevation Drawings WENSMANN 13TH ADDITION FINAL PLAT Elevation Materials E�ibit FISCHER MARKET PLACE FINAL PLAT Decorative Fence Detail Sheet 3 THE SPRINGS AT APPLE VALLEY APARTMENT PROJECT REVIEW Existing Conditions Property Location: Located between 145�'and 147�'Streets West and Flagstaff and Foliage Avenues Legal Description: Outlot B, FISCHER MARKET PLACE and Outlot B, WENSMANN 13TH ADDITION Comprehensive Plan Designation "C"(Commercial)and"HD"(High Density ResidentiaU6-12 units per acre) Zoning Classification "PD-646/zone 3" (Planned Development) and "PD-746/zone 1" (Planned Development) Existing Platting Platted as outlots Current Land Use Vacant Size: Outlot B,FISCHER MARKET PLACE is 10 acres and Outlot B,WENSMANN 13TH ADDITION is 10.94 acres(this includes FlagstaffAvenue right-of-way) Topography: Irregular terrain Existing Vegetation None Other Significant Natural Features None Adjacent NORTH Cedar Isle Village Homes and Midtown Village Properties/Land Comprehensive Plan "LD"(Low Density ResidentiaU2-6 units per acre) Uses and "HD" (High Density ResidentiaU6-12 units per acre) Zoning/Land Use "PD-580/zone 2" (Planned Development) and "PD-746/zone 1"(Planned Development) SOUTH Fischer Marketplace Comprehensive Plan "C"(Commercial) Zoning/Land Use "PD-646/zone 1"(Planned Development) EAST Apple Valley Business Campus Comprehensive Plan "IND"(Industrial) Zoning/Land Use "I-2"(General Industrial) WEST Midtown Village and Fischer Storm Water Pond Comprehensive Plan "HD" (High Density ResidentiaU6-12 units per acre)and"IND"(Industrial) Zoning/Land Use "PD-746/zone 1" (Planned Development) and "I- 2"(General Industrial) 4 Development Project Review Fc �� ���, ���� ;` � F. ( ��'A��r� .;���.....�..,�:� #��.�� � �,. A �� a� ����.,, ��� � ,,,�H � ��^:i� ,F�.: �bs��'°5�_�, � �- � ,� -�, „145T .:ST:•�;--,--: � I t ; , 'y � °aC� I v�'I'i� i�� `� ^�,.�., � P S 3 � c C Q } y�A�,.*,��� � � ,� ���'� � �,� -�'� " � y�,��0 � � � `� I x ��OO ? :�.�, k J�°r�P �� , �,,��C�' ; . 1�:"s75 S W � �� .h� ,��/�,�,�f//,:�� � j I'�� OutiotB;�PISCHER � ;�,'I MARKES PLAGE � �'' � i �;� � � � � ���5.�Yd � �� '� #� LL ..�`�h� rc � t LL �W E�Q:� �} � 'A` H � � � s l 3L7.ffi X �'iyY'�.� � $.t'.�(� . .. ..�.«��r������ ¢��� �`�`����� J . � . . � � J: � �� �, � � � � ��� s �o� � � ��� W. �� -ni„ LL�� �P ; "� '�� "� .. y:. �� �is`� I��� ' 2 �4.F K+. � *.d`> -...i` `�.:2 Location Map Comprehensive Plan: The applicant is proposing to construct 280 multi-family dwelling units on 20.35 acres. This will result in an overall density of just under 14 units per acre. Outlot B, WENSMANN 13TH ADDITION is currently guided "HD" (High Density ResidentiaUl2+ units per acre) and Outlot B, FISCHER MARKET PLACE is currently guided "C" (Commercial). The proposed development's density is consistent with the north ten acres designation and inconsistent with the south ten acres. Therefore, the applicant has requested a re-designation of Outlot B,FISCHER MARKET PLACE from"C"to"�ID". High Density Residential areas include multiple-family structures (apartments and condominiums) at densities greater than twelve units per acre to the extent allowed by the zoning ordinance. Developments with densities of up to 40 units per acre are allowed in the areas within and adjacent to the downtown if certain performance standards in the zoning code are met. This designation fits with M-7, M-8 and PD zoning districts to the extent allowed when considered with parking, infiltration, lot coverage, and building setbacks. The Metropolitan Council has reviewed and approved the proposed Comprehensive Plan amendment. 5 �, ����,; �� �` �' _� �: ;���� « � � — — un ���` �_ ��� �� �� = � � �E��� �It� � ,. ���;� ` .. i.:.: � mi�� � ��� �� C - .�_. � " � �: :., �� ���47TH� W � w ��> a — a — w � - a N ,o a � �_LL � °-�r':: u _ .���o 2030 Comprehensive Land Use Map Designation "HD"(High Density ResidentiaU6-12 units per acre)and"C"(Commercial) ,,, � � � ��ux � - 4�`-'i¢ `. ..".Q " L��•?�ti:.— W � � -- -=-=�,�'�a __ i �.-° - =�- � -i.,; i; '; 7���� " _ Y .. ,Subject �147TH ST W i Property � > Wa_____ � Q 4�" p "__ Proposed 2030 Comprehensive Land Use Map Re-designation "HD"(High Density ResidentiaU6-12 units per acre) Livable Communities Impact: The proposed multi-family development wi11 provide 280 market-rate apartments. This development proposal will address the City's Livable Communities Act(LCA) principles 6 of adding a housing product that helps provide a balanced supply and variety of housing types for people of all income levels and in all lifecycle stages. Zoning: The subject properties are currently located in two planned development-zoning districts. Outlot B,WENSMANN 13TH ADDITION is located in"PD-746/zone 1". This planned development zone allows for townhomes and condominiums as permitted uses at a maYimum density of 16 units per acre. Apartments are currently not allowed. Outlot B, FISCHER MARKET PLACE is located in "PD-646/zone 3". This planned development zone allows for a variety of general business and some limited retail uses. Again,apartments are not allowed. The applicant is requesting a rezoning of the properties. The likely scenario would be to amend"PD-746" to include apartments as permitted uses. Staff is proposing that a new subzone (zone 3) be created in the planned development that would include aparhnents as a permitted use and create area requirements and performance standards for the new subzone. ��� � �:�;:.s. .e� .. � � �� w ,;�: 145th S W � PD-746 � 1 �� � -�----- Q PD-646 W 3 14�th S� Current Zoning Map Designation "PD-746/zone 1"and"PD-646/zone 3" Preliminarv Plat: The subject properties are currently platted as outlots. Outlots are defined as platted lots to be developed for uses which will not involve a building or be reserved for future replatting before development. The applicant is proposing to replat the two outlots into one lot. Public streets abut the site, which are located in existing right-of-way, with the exception of the portion of Flagstaff Avenue that abuts Outlot B, WENSMANN 13TH ADDITION. That section of Flagstaff Avenue right-of-way is located in an easement. Approval of the preliminary plat should include the dedication of right-of-way of all of Flagstaff Avenue that directly abuts the plat. The City Engineer has reviewed the proposed plat and is requesting the following changes, which are identified in the attached mema 7 Site Plan: The applicant is proposing to construct fourteen two-story apartment buildings, seventeen detached garage buildings,and a 3,500-sq. ft. clubhouse facility. One-hundred-sixty units will be located on the north ten acres,which are eight more units than what was previously proposed for this property with the second and third phases of Midtown Village. The remaining 120 units will be located on the south ten acres. Seventeen detached garage buildings, varying in size, will be scattered throughout the site and will provide 168 parking spaces. Together with the 112 attached garage spaces and 412 surface parking spaces (including the 17 spaces in front of the clubhouse); the site will provide 2.47 spaces per unit, which is slightly below the minimum required 2.5 spaces per unit. The site plan indicates that the surface parking spaces will be 9 feet wide and 18.5 feet long,which meets the City's minimum standards. The applicant's traffic study includes a parking analysis for the proposed development. The study indicates that there would be a peak parking demand of 344 stalls for residents and visitors between 12:00 a.m. and 5:00 a.m. They conclude that the current plan provides 311 spaces more than the expected peak parking demand. The zoning code allows for and upward or downward revision based on accessibility of the open parking spaces to all tenants and guests of a multiple dwelling complex. Because the surface parking spaces in the proposed development are well distributed, staff feels that the parking ratio, as proposed, is adequate to serve the site. Access to the development will be via one driveway located along the east side of Foliage Avenue. Emergency accesses will be located at the end of Flycatcher Lane, a private street and 145�' Street West. The site will be completely fenced and all accesses will have security gates. Residents will have access to the Foliage Avenue gate, with the other two accesses only accessible by emergency personnel. Staff initially expressed their concern about providing only one access in and out for its residents and suggested that the development provide an exit only access for residents along 145�` Street West. The applicant has indicated that they will not make the 145th Street emergency access resident accessible. Development of the subject property will include the removal of the temporary cul-de-sac at the east end of Flycatcher Lane. Staff expressed their concern over the loss of the cul-de-sac turnaround and suggested that an emergency access gate be installed at the end of Flycatcher Lane that would be used by emergency vehicles as an "exit only" from the Midtown development. The Midtown Village residents expressed their concern about this emergency exit access and requested that it not be installed. The installation of an alternative turnaround was discussed at the end of the private street on the Midtown Village properiy. In the final analysis,it was concluded that no gate or turnaround would be installed. Fire staff has a concern about the location of the emergency access gate along 145th Street West, and requested that it be set back a minimum of 30 feet from the 145�` Street curb line. The applicant has relocated the gate to the satisfaction of the City. The original site plan showed buildings being set back 28 to 56 feet from the property lines abutting the public streets. The existing minimum building setbacks in"PD-746" are 25 feet along local streets and 30 feet along collector streets. The 25-foot setback for Building 3 along 147�' Street West did not meet the planned development's minimum setback requirement. The applicant has relocated the building to meet the minimum 30-foot setback. A trash enclosure is located northeast of Building 2. This will be the only area within the 20-acre complex dedicated for refuse. The applicant stated that over 90% of their apartment developments have only one 8 trash enclosure and that the inclusion of a trash compactor in an enclosure helps to manage the refuse generated in their multi-family developments. There is concern that there is only one location to drop off trash and that area is not centrally located. Therefore, staff is proposing that the applicant identify potential areas within the site where additional trash enclosures could be constructed if it is determined by the City that the one enclosure will not sufFciently serve the development. This shall be done prior to issuance of any building permit for this project. The applicant is proposing to construct a 5-foot tall wrought iron style fence around the perimeter of the site. Vehicular and pedestrian access will be via gates that will be electronically controlled. Attached is a detail and photo of the proposed fence. Elevation DrawinES: The applicant is proposing to construct two types of aparhnent buildings, a clubhouse, maintenance building, three types of garages, and mail kiosks. Exterior materials for these buildings will consist of a variety of masonry, cement lap and vertical board and batten siding. During the ariginal plan review staff suggested that they look to add more masonry to the apartment buildings,which they have done. They have also included additional wainscoting on some of the elevations that will add more variety. Initially,the proposed trash enclosure walls were to be a combination of brick masonry and vertical siding. Staff expressed their concern about the use to the vertical siding as an exterior finish because generally, materials other than masonry do not hold up well; therefore, the structure's exterior finish should be constructed with 100% decorative masonry materials. The applicant has submitted revised elevations that meet the City's requirements. Street Classifications/Accesses/Circulation: The development is located adjacent to four collector streets. Access to and from the development will be available via Foliage Avenue. Staff expressed concern with development having only one access to and from the site for the general public and residents and asked that a traffic study be prepared. A study was prepared and the following are the conclusions from that study: • The proposed redevelopment project is expected to generate a net total of 143 trips during the a.m. peak hour and 174 trips during the p.m.peak hour. • The project trips have minimal impact on the overall traffic operations. No improvements are needed to the surrounding street system to accommodate the proposed project. • The site will benefit from the close proximity to the Metro Transit Red Line, which operates on Cedar Avenue. Residents will be able to travel to and from northern destinations via transit,which may reduce the reliance on personal auto travel. Staff reviewed the study and has no issues with its methodology and conclusions. Gradin� and Utility Plans: The City Engineer has reviewed the grading and utility plans and his comments are included in the attached memo. Revisions to the plans should be made per his comments. Infiltration basins will be scattered throughout the site, which will provide on-site infiltration of the first %z inch of storm water created by any rainfall event. These basins shall be constructed and maintained in accordance with City's regulations. The Fire Marshal has also reviewed the utility plan and has requested that additional hydrants be installed near the southeast corner of Building 4 and northwest corner of Building 8. The applicant has stated that they will provide additional hydrants as requested. 9 The applicant has stated that they will relocate the sanitary service to Building 6, extend the sanitary main as recommended by the City Engineer in his memo; and adjust the number of hydrants and locations as recommended by the Fire Marshal. Landscape Plan: The applicant has provided an overall landscape plan and shrub planting plan that shows a healthy mix of plantings. Staff has no outstanding issues with the proposed materials. Staff would like to see additional landscaping adjacent to the east of the most easterly surface parking spaces located between Buildings 6 and 12 and to the west of the surface parking in front of the clubhouse. Pedestrian Access: The initial sketch site plan showed a network of internal sidewalks to serve the development. Staff indicated that there were several gaps that should be filled in order to provide better access throughout the site such as extending sidewalks that will connect the buildings in the north 10 acres to the ones in the south and the addition of sidewalk connections around the clubhouse area and pet playgrounds. Staff also indicated that there were no pedestrian connections from the internal sidewalks to the public walkways located adjacent to the City streets. The applicant has provided a sidewalk plan that identifies internal sidewalk network and connections to the sidewalks along public streets. There remain a few gaps that the applicant should consider. Those are the following: • Create a connection from building 14 to the sidewalk in front of Building 7. • Extend the sidewalk connection along the north pet playgound west to Building 7. • Extend the sidewalk from Building 12 to the Flagstaff Avenue sidewalk connection to the south. • Look at adding another sidewalk connection to Flagstaff Avenue from Building 6 along its east side and to 147�'Street West to the south. The sidewalk width will vary from three to five feet,depending on its location. Recreation Issues: Park dedication requirements are based upon the parkland demand created by the use contained within each subdivision as it relates to the generation of persons-residents. The amount of parkland required for each person-resident is based on the need for parkland to achieve the park services standard, which the City has set through its historic parkland development. The City standard is 0.00955 acres of parkland area far each person-resident. Where cash-in-lieu of land is taken, the values of the land shall be based on the benchmark values of raw land that are set by the City Council on periodic review of market conditions. The present benchmark for multi-family residential is$175,000 per acre. The submitted plans do not indicate the dedication of any land for public park purposes and the Comprehensive Plan does not identify addition parkland at this location. Therefore, it will be expected that the cash-in-lieu of land dedication will be the method used to meet their park dedication requirement. Because the site is part of two existing developments, staff will need to review agreements for the Fischer Market Place and Wensmann 13th Addition development projects to determine the park dedication requirements for this proposed development. Signage: The sketch plans identified three proposed monument signs for the project, which would be located at the entrance to the complex from Foliage Avenue, and one each at the intersections of Foliage Avenue and 147t" Street West and Flagstaff Avenue and 147`�' Street West. Staff stated that the City code allows far one monument sign for each multi-family residential development. 10 The submitted plans far this review show only one monument sign,which will be located at the entrance off Foliage Avenue. Building signage is proposed on three sides of the clubhouse entrance. All signage shall meet the requirements set forth in the City's sign ordinance. Public Hearing Comments: The public hearing for this development request was held at the November 5, 2014, Planning Commission meeting. The hearing was opened, comments were taken, and the hearing closed. The following is a synopsis of the comments received during the public hearing along with staff's response or the applicant's response. Will the 145`b Street West emergency access be opened to the residents? Staff Response-Apple Palley staff recommended the installation of the emergency gate for the purpose ofproviding an additional access to and from the proposed apartment complex. Access through the gate will be electronically controlled with the City's emergency personnel having the ability to activate the gate to allow vehicles to enter and exit the site. Will parking be allowed on 145�h Street West in front of the apartments? Staff Response- There are no plans to restrict parking on 14S`" Street West in front of the Springs development. However, any on- street parking along 145`"Street West will be subject to the applicable parking regulations set forth in the City code, which among other things restricts parking on any public street or public roadway for a period longer than five minutes fi°om 3:00 to 6:00 a.m., throughout the year, except for: • Persons rendering emergency medical assistance; • construction areas where off-street parking is not available; or • the driveway is filled to capacity with no space for additional vehicles without extending into the sidewalk area. A comment was raised that the entrance to the complex should be relocated to Flagstaff Avenue or 147t" Street West. Applicant's Response - The tra�c study confirms that the tra�c,from the Springs community will not overload Foliage Avenue or negatively affect the existing developments. The site constraint of the pipeline easement limits the physical distance along Flagstaff Avenue Moving to 147`" Street West would mean we would need to shift our main entrance mid-block, which is not desirable since we would be facing the back of the retail buildings. It is much more advantageous to have our club facing a great amenity like the storm water pond across from Foliage Avenue that creates a much more inviting atmosphere for our tenants. Will a signal be needed at 147th Street West and Foliage Avenue? Staff Response-No change to the current tra�c control at this intersection is proposed or is warranted with this site development. Staff will monitor the intersection as it does with many intersections throughout the city to determine when a signal or other traffic control device will be warranted. What will be the impact of lights from this development be on the adjoining properties? Staff Response - In all districts, any lighting used to illuminate an off-street parking area or sign shall be arranged so as to deflect light away from any adjoining residential zone or fi°om the public streets. Direct glare fi•om fZoodlights or similar sources, shall not be directed into any adjoining property or public streets, and all the source of all lights shall be hooded or controlled in some manner so as not to light adjacent property. Mitigative measures shall be employed to limit glare and spill light to protect neighboring parcels and to maintain traffic safety on public roads. These measures shall include lenses, shields, louvers, prismatic control devices and limitations on the height and type of fixtures. The City 11 may also limit the hours of operation of outdoor lighting if it is deemed necessary to reduce impacts on the surrounding neighborhood. In residential areas, any light or combination of lights that cast light on any adjacent residential property shall not exceed 1/2 foot candle (meter readin� as measured at the property line. Lighting fixtures for new and renovated outdoor sports and recreational facilities that adjoin residential uses shall be designed to eliminate reflected glare and spill light from the bottom one-third of the reflector, and to shield the view of the arc tube fi°om the residential property. The submitted light plan appears to meet the City's regulations. Concern regarding the impacts of emergency access at the end of Flycatcher Lane. Staff Response— Flycatcher Lane is a private street that extends approximately 290 feet from the intersection of Florissant Path, another private street, to the east property line of Midtown Village. The Minnesota State Fire Code states that dead-end fire apparatus access roads in excess of I50 feet in length shall be provided with an approved area for turning around fire apparatus. There is currently a temporary cul-de-sac on the applicant's property that provides that turnaround. This cul-de-sac will be removed with the development of the site, which will generate the need for a new turnaround at the end of the private street. City staff proposed the exit only gate at the end of Flycatcher Lane as an option, which the applicant agreed to incorporate into their plans. The Midtown residents have some serious concerns about the gate. In particular, their concerns are how it will be controlled and who will be responsible for maintenance of that section of street, in particular the removal of snow. If the exit gate is not the preferred soluZion, an alternative will need to be explored. Can a berm be added along the west side of the property? Applicant's Response-Drainage from the Midtown property is currently running onto the Springs property. It is not possible to install a berm and maintain this drainage pattern. As an alternative to berming, the fence can be relocated to one foot from the property line, allowing for additional landscaping and screening utilizing coniferous plantings which provide year-round privacy. Questions whether this will be an upscale rental as the developer portrays it. Applicant's Response- The Springs is a market rate community. Currently, the projected rent rates are expected to range from $920 for a studio apartment to �1,600 for a 3-bedroom apart�nent. These rates will be adjusted to the market rate at the time of rent. The Springs is a completely private development, no public financing is sought for this development. A concern was raised regarding the impact on real estate values of adjacent properties. Applicant's Response — The Urban Land Institute's "Higher-Density Development Myth and Fact" and "The Case for Multifamily Housing" documents cite academic studies that show that multifamily developments do not negatively impact existing adjacent single family home values, and in some studies, have even positively impacted property values. Possible reasons for positive impact are the following: • Multi family developments can make an area more attractive than nearby communities with fewer housing choices. • They increase the pool ofpotential future homebuyers. • Well-maintained properties are better for properry values than vacant lots, foreclosed or dilapidated homes. A concern was raised regarding an increase in crime that will be generated by this development. Applicant's Response — Again citing the previously mentioned Urban Land Institute documents 12 addressing the concern that multi family development increase crime rates, the documents state the following: • Higher density developments can actually help reduce crime by increasing pedestrian activity and fostering a 24-hou�community... "Eyes on the street". • No studies have shown links between apartments and higher crime. Crime is more geographical rather than type of housing. • Apartment residents almost twice as likely to socialize with their neighbors as owners of single- family houses. The extensions of 147`�Street and Flagstaff Avenue have been opened for only two years. What are the future traffic counts? Staff and Applicant's Response-Daily tra�c volume data was collected in 2014 by the City for roadways in this area. The weekday daily volume at each location is as follows: • 147`h Street West, east of Flagstaff Avenue—4,547 vehicles per day • Flagstaff Avenue, north of CSAH 42— 7,913 vehicles per day • 147`h Street West, east of Galaxie Avenue—8,504 vehicles per day • Flagstaff Avenue, south of 140`"Street West—4,060 vehicles per day According to the 2030 Comprehensive Plan, the projected daily tr^a�c volume for 2030 is the following.• • 147�h Street West, east of Flagstaff Avenue—12,000 vehicles per day • Flagstaff Avenue, north of CSAH 42—12,800 vehicles per day • 147`"Street West, east of Galaxie Avenue—1 S,700 vehicles per day • FlagstaffAvenue, south of 140`h Street West—12,800-13,300 vehicles per day The adjacent street system has been designed and constr°ucted to accommodate existing and projected future tra�c volumes, including the number of trips that will be generated by commercial/high density residential development on the subject property. A concern was raised that the number of vehicles per unit number (the 1.75 multiplier) that was used in the study may be too low. Applicant's Response- The number of trips generated and the peak parking demand are calculated based on the number of dwelling units, not the number of vehicles per unit. Data presented by the Institute of Transportation Engineers (ITE) is the industry standard for trip and parking generation information. Data presented in Trip Generation, Ninth Edition,published by ITE shows an average daily trip generation rate of 6.65 trips per unit per day. Data provided in the ITE publication Parking Generation, 4`"Edition, indicates a peak parking demand between 12 a.m. and S a.m. of 1.23 stalls per dwelling unit. Concerns about private drive going across pipeline easement. Staff Response - The Arrzerican Petroleum Institute has developed the following guidelines for roads and paved lots on or near pipelines. Permanent vehicle crossings, such as roads, railroads and paved lots, as well as temporary crossings for heavy equipment (15,000 pounds and greater) that are planned over or near a pipeline, will require engineering evaluation to ensure that the installation/crossing will not cause an excessive amount of stress on the underlying pipeline. The crossing party should provide the pipeline operator with a plan and profile drawing indicating the existing and proposed elevations of the proposed project; the pipeline and buried utilities within 2S feet of either side of the crossing should be clearly indicated in all views. The proposed surface encroachments should cross a buried pipeline, where reasonably possible, in a perpendicular alignment (90 degrees) to minimize the length of the impact to the underground facility, 13 but in no event less than 45 degrees. A geotechnical report may be required to ident� soil profile components. This subsoil study will show the load array characteristics of the site. A minimum cover of the pipeline of 48 inches for roads should be planned for permanent installations over the pipeline. Temporary roads used for construction activity, such as for lumber trucks, logging wagons, or concrete trucks, may require extra cover and road matting to protect the pipeline from the additional loading stresses. The crossing party should maintain a minimum of 36 inches from the top of pipe to grade at the perimeter of a paved lot. The edge of a proposed surface improvement should maintain 25 feet of clearance, if possible, with a buried pipeline when running parallel with the underground facility. Ground cover should not exceed 6 feet over the top of the pipeline unless approved by the pipeline operator. Driveways or lanes should cross pipelines at no less than a 60-degree angle and should not run parallel within 25 feet of the pipeline. Generally, a minimum cover over the pipeline of 36 inches for driveways or lanes and 36 inches for side ditches is recommended, but the pipeline operator may want to evaluate the impact of the encroachment to the pipeline on a case-by-case basis. The pipeline operator should approve in advance any lesser amount of cover. (Source: Guidelines for Property Development, copyright 2009 by the American Petr^oleum Institute) Concerns about the location of the entrance off Foliage Avenue. Staff Response — The Foliage Avenue entrance is approximately 320 feet fi°om the north curb line of 147`"Street West, 245 feet from the centerline of the 146`" StNeet West intersection and 590 feet from the centerline of the Flycatcher Lane intersection. The zoning ordinance requires that driveways shall be located no less than SO feet fi•om the curb line intersection of 146`"Street West and 100 feet fi°om 147`"Street West. The subdivision code that street intersections with centerline offsets of less than 125 feet shall be avoided. The location of the driveway meets the requirements set forth in the City code. As to the issue, a traffic study for this development has been prepared by the applicant and reviewed by City staff and its tra�c consultant. I have included the study, less the appendix that includes the "Level of Service Worksheets"for your review. The study forecasts the tra�c and distribution for the proposed development, and its impact to the existing street network. The tra�c consultant concludes that the project's vehicle trips will have a minimal impact on the overall traffic operations and that no improvements are needed to the existing street systems to accommodate the proposed development. Related to the traffic issue, a request was made that traffic information be provided for the south 10 acres for uses allowed by the current zoning designation to use as a comparison. The petitioner provided calculations for the following two land use scenarios: 1. A 10,000-square foot movie theater. This proposed use would result in zero trips during the weekday a.m.peak hour, 418 trips during the weekday p.m.peak hour, and 3,171 weekday daily trips. 2. 80,000 square feet of retail space. This use would generate 77 trips during the weekday a.m. peak hour, 297 trips during the weekday p.m.peak hour, and 3,416 weekday daily trips. Although these are good scenarios in which to compare with the proposed development to determine any impacts that this development may have because of the Comp Plan Land Use Map re-designation, it should be noted that a proposed 80,000-sq.ft. retail use would not be allowed. 14 The developer offered the following additional scenario for comparison at the December 3, Planning Commission meeting: • 108,900-square foot o�ce. This use would generate 170 trips during the weekday a.m.peak hour, 162 trips during the weekday p.m.peak hour, and 1,201 weekday daily trips. Concerns about storm water runoff and the potential flooding. Staff Response — Storm water generated from this site will be collected in pipes and transported into the City's storm water collection system. This system has been designed to accommodate the site's storm water runoff. As stated previously, several infiltration basins will be constructed throughout the development and will be designed to capture and infiltrate the first %z inch of storm water from any rainfall event. It should be noted that the public storm water infrastructure in the area was designed and installed prior to the City's infiltration requirements. This means that the amount to storm water diverted from this site to the ponding area located to the west will likely be less than what was expected when the pond was designed and constructed. Concern about the number of lots/units in a small area. Staff Response— The proposed development will have 280 dwelling uniZs on approximately 20.34 acres of property. This will result in a density calculation of 13.76 units o.f'acre. The proposed density is consistent with the Midtown Village project, which was to have an overall density of 14 units per acre at full build out. Concerns that the development will have no underground parking. Applicant's Response - The proposed development will offer a variety of parking options, including parking under residential units. Some tenants do not want underground parking or a direct access parking option, therefore the applicant also offers a detached garage option. The detached garage parking option meets City code. What does "12+ units per acre" mean? Staff Response — This is a term that is commonly used for guiding development. The City's comprehensive plan and zoning regulations uses this terminology to establish the permitted number of units per acre of land to be developed. Concern about the impact on the local school population. Staff Response — The Rosemount-Apple Valley-Eagan school district demographer estimates that this development would generate 48 elementary students to the Greenleaf attendance area, 18 middle school students to Falcon Ridge, and 21 high school students to Eastview. The district representative indicated that this increase would not have an adverse impact on the student populations of those schools. What will be the impact of the infiltration areas on the groundwater in the area? Staff Response- Infiltration consists of engineering a system whereby storm water runoff is allowed to filter through soil and recharge the local groundwater. The Infiltration process removes pollutants, recharges groundwater, and reduces the overall downstream water load. In general, infiltration appears to be best suited to treat runoff fi•om watersheds that are largely residential, since these areas have a relatively low risk of generating contaminants that can compromise groundwater quality. All the infiltration areas will be designed, constructed, and maintained in a manner that will ensure that the basins function in accordance with City standards. 15 What will be the times of construction? Staff Response—City code prohibits certain activities between the hours of 10:00 p.m. to 6:00 a.m. daily. They include the construction, installation, and maintenance of utility and street projects; and construction, remodeling, repair, of maintenance of structures. The code also restricts the operation of construction and grading equipment only to the hours of 6:30 a.m. and 5:30 p.m., Monday through Friday. A developer/contractor may request an adjustment to those timelines that rnay include additional grading hours and adding Saturday. The applicant has indicated that projected construction will begin spring of 201 S and completed by the end of 2016 What are the parking calculations for the site? Staff Response — City code establishes parking requirements based upon use of a property. For multiple dwellings, the requirement is one and one-half parking spaces and one garage space per dwelling unit. The code allows for an upward or downward revision to the requirement at the time of site plan review if it can be shown that the open parking spaces are accessible to all tenants and guests. As stated previously, there will be 168 detached and 112 attached garage spaces, and 412 surface parking spaces. This development will have a ratio of 2.47 spaces per unit, which is .03 spaces per unit deficit, or 8 spaces for the development. The tra�c study prepared by the applicant indicated a peak parking demand of 344 spaces per unit. Their calculation uses parking data from the Institutes of TNansportation Engineers publication "Parking Generation, 4`�`Addition". The American Planning Association "Planning and Urban Design Standards" reference book has parking ratio requirements for multi family dwelling units based on number of bedrooms per unit. Those ratios are 1.25 spaces per studio, 1.5 per one (1) bedroom unit, and 2 per two (2) and three (3) bedroom units. Using these standards, a minimum of 503 total parking spaces (garage and surface) would be required for residential portion of this development. This would be less than what is being proposed by the applicant. As stated previously, the site will have seventeen detached garage buildings with 168 parking spaces, 112 attached garage spaces, and 412 sur,f'ace parking spaces (this number includes the 17 spaces in fi•ont of the clubhouse). The per unit ratio will be 2.47 spaces per unit, which is slightly below the minimum required 2.S spaces per unit. Will there be subsidized rentals? Applicant's Response-No, there is no public assistance being sought for this development. Continental is confident in the demand for rental units and does not expect any d�culty in the lease up of the property. Continental's business plan is to hold and maintain the property as an asset in their portfolia lt is not the desire of Continental to devalue their assets by lack of maintenance and significantly lowering the revenue. We will follow the market. Can you assure quiet neighbors? Staff Response—This development will not be treated any d�erently than any other in the city and will be subject to all applicable noise ordinances currently enforced in the city. What will be the average person per unit average? Applicant's Response - There is a maximuin of two people allowed per bedroom. 16 CITY OF APPLE VALLEY RESOLUTION NO.2015- AMENDMENT TO THE APPLE VALLEY COMPREHENSIVE PLAN THE SPRINGS AT APPLE VALLEY WHEREAS,pursuant to the Metropolitan Land Planning j�t of 1976 the City of Apple Valley is required to prepare a Comprehensive Plan; and WHEREAS,the City of Apple Valley on JanuaryLL�����E���,adopted a plan titled City of Apple Valley 2030 Comprehensive Guide Plan; and ` WHEREAS, a public hearing on proposed�nendment to the 20�f��,and Use Map contained within the land use chapter of the Plan was held ai�,�i,ovember 5,2014; and ���;� � � � �� ��. WHEREAS,the amendments w�re adopted by'th�A�p�e�`alley Plamm����nmission on � December 3,2014; and �� `� � � � k WHEREAS,the amendments were�ccep�ed by the Cit�;(�uncil and authorized for submittal to the Metropolitan Council on December 1��2014; a� �e. � �. � �:z WHEREAS,tl��xa�riendm�nts were deterrnine�bybthe��;1�opolitan Council on January 12, 2015,to have no poten�'��7mpact up"oi�metropolitair�system plaris NOW T �� » � , HEREFOREy,�E���ESOLVED by�he City Council of the City of Apple Valley, Dakota Cou�t���.lUt�ze��ta.,thaf t�ie amendine��s tQ th� �pple Valley Comprehensive Guide Plan, as attached h��e�o, are her`eby adopted �' AD�P'��D this 12th day�af Februa�y,2015. = z � ��; ,� � ,� 5 ��� � Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk �� - � - �� _ - - = - �_ � ,F' _ - _ - = w - _ _ _ Q — — � i` � �� -g ������� _ -� "�-``-``� �' � _ �-`_ ' is��'�LL - z"s = - = _ -� a.. " -_-� --- -� .-::,. � _= _` a,, =_- �,��`r����� iw � �— �`' ������=. � � y� �� i ��' 'w j�� �j ,I,', i, i,I�� ¢ w c� .- a _ � " o - J - LL _ _ 147TH ST W - w ��� SUBJECT PROPERTY: 4����c � OUTLOT B, � ,, . .. . W FISCHER MARKET PLACE — 'a � `-,_1 - a � J = _ � LL � �t � ND s_ THE SPRINGS �i� ��� �1� �� , AT ��x � . ; � � . -; APPLE VALLEY '� ����° � �:`�` wr �1 , ` APPROVED COMPREHENSIVE � � � ��� � �,�a� _,• �� � � PLAN RE—DESIGNATION �� ����� ��� ��`�� ��'���� � ,, � �. � �" �..�, LOCATION MAP � � � � 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 November 5, 2014, as requ�x�d�y City Code Section 155.400(D); and -�,_� � � >�.��. �, WHEREAS, on December 3,2014,thePla��ng'�ommis�r��recommended the rezoning as hereinafter described. �����' r ti :;��:e � NOW, THEREFORE,BE IT ORDAIN��};b�the City Council of tl���ity of Apple Valley,Dakota County,Minnesota,that: �" �" r� � ��' . � 1. The boundaries of the"z��a�tig districts esta���shed by City Code Section 155.006 are hereby amended by rezoning the�ollow�gA�escribed�rc��erty(northwest corner of 147th � � � Street West and Flagstaff Avenue from���'p-'7��%zane 2" (Pl°��d Development)to"PD- 746/zone 3 (Planned Deue�a ment). � � � �° � �� � 3 A w x`:'. . : S ;' i "aY`� � . �•`�� � . { '+ Outlo���WENSM�iANN 13TH�DITION,I7a�tit� County,Minnesota S',."�; � 2. This ordina�c+��sha1��eo�e effective upon its passage and publication. � � � z�-��k Pas�ecl this 1�t�%riay of��t�ruary,201 S �� .:. �� iz � � � Mary Hamann-Roland,Mayor �;. ATTEST: � Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY,MINNESOTA ORDINANCE NO._ AN ORDINANCE AMENDING THE ZONING MAP BY REZONING CERTAIN LAND 1N THE CITY OF APPLE VALLEY,DAKOTA COUNTY,MINNESOTA WHEREAS,the Planning Commission of the City of A���e Valley held a public hearing on property described herein on November 5,2014, as required�y City Code Section 155.400(D); and � ��'`� � �� � WHEREAS, on December 3,2014,the Plan�xn��ommiss���recommended the rezoning as hereinafter described. ��� � ���a �,F ��. NOW, THEREFORE,BE TT ORDAINED�b�the City Council of���ity of Apple Valley,Dakota County,Minnesota,that: � z � � �����' 1. The boundaries of the��niri�districts estab����ed by City Code Section 155.006 are hereby amended by rezoning the fii'llowui�described prc���ty(northwest corner of 147� � Street West and Flagstaff Avenue from��'D-64��zone 3" (Pla��d Development)to "PD- � � 746/zone 3 (Planned Dev�lopment). �� � ti Outlo��;�ISCHE��IARKET�L;;�.CE,�Dako�a�i�unty,Minnesota �.:rr�.: � 2. This ordina�c�shall��me effecti�e��pon its passage and publication. 5; � � ��. ��° � � I�assed this I���lay of�ebruary,2015 � , � � �� . � � `tia � .4 k ` Mary Hamann-Roland, Mayor ATTEST: . Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 201 S- PRELIMINARY PLAT APPROVAL THE SPRiNGS AT APPLE VALLEY 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 subdiyision 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 November 5, 2014; and WHER.EAS,the City Planning Commission reviewed the preli£�ninary plat for conformance with the standards of Chapter 153 of the City Code and`made a recommendation regarding its approval on December 3, 2014, subject to conditions. NOW, THEREFORE, BE IT RESOLVED by the City�ou�cil of the City��Apple Valley, Dakota County, Minnesota,that the pr�liminary plat for the fo�lowing described p�at of land is hereby approved for a two-year period,to wit: THE SPRINGS AT APPLE VALLEY ADDITION BE IT FURTHE,R.RES'OLVED,that saic�preliminary plat approval is subject to the appropriate amendmen�to the City's Comprehensive Plan Map and rezoning, which must be completed prior to final plat,approval. BE IT F7(��THER RESOL�ED,pursuant to Chapter 153 of the Ciry Code,that said preliminary plat appro�al i�s subj�cf to the following conditions, which shall be incorporated into a subdivision agreement to l�e considered for approval at the time of submission of the request for final plat approval: 1. The plat�hall be configured to have one(1) lot and zero (0) outlot 2. Park dedication requirements are based upon the City's finding that the development wi�l cr��te 476 residents/occupants that will generate a need for 4.55 acres of parkland in accordance with adopted City standards for park services. A final determination of park dedication requirements for this development shall be made upon review of all applicable agreements for the FISCHER MARKET PLACE and WENSMANN 13TH ADDITION. 3. Storm water pond dedication requirements have been satisfied by the dedication of Outlot A, FISCHER MARKET PLACE. 4. Dedication on the final plat of a ten-foot(10')wide easement for drainage, utiliry, street, sidewalk, street lights, and tree plantings along the entire perimeter of lot within the plat wherever abutting public road right-of-ways. 5. Dedication on the final plat of a ten-foot(10')wide drainage and utility easement along all common lot lines. � 6. Dedication of a ten-foot(10')right-of-way easement shall be dedicated over � existing drainage and utility easements a distance of fifty(SO) feet in each direction from the intersection of Flagstaff Avenue and 147th Street West. 7. Dedication of a drainage and utiliry easement over any portion of the existing sanitary sewer line located outside the existing drainage and utility easement located along the north side of 147th Street West. 8. Installation of municipal sanitary sewer, water, stot�r�sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any n�cessary easements outside the boundaries of the plat whicli are'�needed to instail connections to said necessary improvements. The Developer'shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Any connection to munici,pal sanitary sewer, water, and storm sewer line� shall be in accordance with Cit�Stanc�ards and all necessary permits shall be obtain�d. 10. All storm sewer lines lpcated w�thin any public right�-of-way or public easement shall be reinforced concrete pipe: 11. All water ma�n lines loeated within any;public right-c�f way or any public easement shall be ductile izon pipe. 12. All infiltra�tion areas,shall be co�st�ucted in�onformance with the City standards. 13. The property'owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of all the infiltration areas:contained within the development. 14. Submission of a final grading plan and lot elevations with erosion control procedures,t�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 Permit prior to commencement of grading activity. 15. Approval of the final grading plan and issuance of a Natural Resources Management Plan(NRMP) shall be contingent upon receipt of written approval from Magellan Pipeline Company granting permission to encroach into their existing pipeline easement for driveway, grading, drainage, and infiltration purposes. 2 16. 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. 17. Installation of a public (or private) street lighting system, constructed to City and Dakota Electric Company standards. 18. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. � 19. Earthmoving activities shall be limited to the hour�af 6�:30 a.m. to 5:30 p.m. Monday through Friday. 20. Earthmoving activities shall not occur when wind velocity exceeds thirty(30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Admiriistrator. 21. The City receives a hold harmless agreeme�t in favor of the City as dr�,fted by the City Attorney and incorparated into the subdivision`agreement. ADOPTED this 12th day of February, 2015.. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, Gity Clerk � CITY OF APPLE VALLEY RESOLUTION NO. 2015- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR THE SPRINGS AT APPLE VALLEY AND ATTACHING CONDITIONS THERETO WHEREAS, pursuant to Minnesota Statutes 462.357 the City of Apple Valley has adopted, as Title XV of the City Code of Ordinances, zoning regulations to control land uses throughout the City; and WHEREAS, said regulations provide that issuance of a building permit for commercial, industrial, and multiple residential uses require the specific review and approval of development plans by the Apple Va11ey Planning Commission and City Council; and WHEREAS, approval of such a building permit issuance has been requested for the above referenced project; and WHEREAS, the Apple Valley Planning Commission has reviewed the development plans and made a recommendation as to their approval at a public meeting held on December 3, 2014. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the issuance of a building permit for the Springs at Apple Va11ey is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: L If the Building Permit is not paid for and issued within one(1)year of the date of approval, the approval shall lapse. 2. The Building Permit shall be applicable to property identified as Lot l, Block 1, THE SPRINGS AT APPLE VALLEY, according to the preliminary plat. 3. Approval and issuance of this permit is subject to completion of the amendment process of the City's Comprehensive Plan Map to "HD" (High Density Residential/12+units per acre) of the south ten(10) acres. 4. Approval and issuance of this permit is subject to the rezoning of the property to Planned Development No. 746/zone 3". 5. Construction shall occur in conformance with the site plan dated November 26, 2014, including parking lot paving and a non-surmountable concrete curb and gutter around the entire perimeter with a minimum driveway approach radius of 15' at each public street, and a valley gutter at the edge of the street pavement. 6. All existing setbacks contained with Planned Development No. 746 shall be enforced within this project. 7. Additional internal sidewalk connections shall be made from Building 14 to the sidewalk in front of Building 7, from the north pet playground to Building 7, from Building 12 to Flagstaff Avenue, and from Building 6 to Flagstaff Avenue and 147th Street West. � 8. Future sites for possible�additional trash enclosures shall be identified on the site � plan to the satisfaction of the Ciry prior to issuance of a building permit. 9. The minimum required parking shall be allowed at a rate of one (1) garage space and 1.47 guest/tenant parking spaces per units. 10. The emergency access gate located at 145th Street West shall be set back a minimum of thirty(30') feet from the street curb line,, 11. Construction shall occur in conformance with the landscape plan dated November 26, 2014, (including sodded/seeded public boulevard area up ta each street curbline); subject to submission of a detailed landsca;pe planting�xice list for verification of the City's 2'/2% landscaping requirement at the time of building permit application. � � � � 12. Landscaping shall be added to the areas adjacent to the east of the most easterly surface parking spaces located b�tween buildings 6 and 12 and to the west of the surface parking area in front of the clubhouse. 13. Construction of the apartment and garage buildings,mail kiosk, and maintenance building shali occur in conformance wr�h the elevation plans dated October 8, 2Q14. 14. Construction of the clubhouse building shall occur in conformance with the elevation plan dated January 27, 2015. 15. Const�uction of the tra5h enclosure shall occur in conformance with the elevation plan ASK-016, dated�Jctober 8, 2014. 16. Construction'of any future trash enclosures shall occur in conformance with the elevation plan ASK'-016, dated October 8, 2014. 17. Plans of October 8, 2014 should be revised in accordance with the City Engineer's memo dated Dctober 29, 2014 concerning plat, site and grading, storm sewer, water main, and sanitary sewer. 18. Site grading shall occur in conformance with a Natural Resources Management Plan(NRMP) which shall include final grading plan to be submitted for review and approval by the City Engineer; subject to the applicant submitting a copy 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 aetivity. 2 19. Approval of the final grading plan and issuance of a Natural Resources Management Plan(NRMP) shall be contingent upon receipt of written approval from Magellan Pipeline Company granting permission to encroach into their existing pipeline easement for driveway, grading, drainage, and infiltration purposes. 20. All emergency overflows (EOF) from the site shall be identified on the grading plan. 21. The low openings and lowest floor elevations of all buildings shall be provided prior to issuance of a building permit. 22. All infiltration areas shall be constructed in conformanc�with the City standards. 23. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed tfiat ensures the perpetual ma�ntenance of all the infiltration areas contained within th�developmea�t. 24. Fire hydrants shall be installed onsite to the'satisfaction of the City Fire l�larshal. 25. Construction shall be in conformance with the lighting plan dated November 18, 2014. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 26. Approval of a signage p�an is not included with this site plan and building permit authorization. A separate application and signage plan in conformance with the sign;regulations must be'submitted for review and approval to the City prior to the �rection of any signs. 27.: Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. '' 28. Eartli�oving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday.; 29. Earthmoving activities shall not occur when wind velocity exceeds thirty (30) miles per hour. Watering to control dust shall occur as needed and whenever directed by the Apple Valley Building Official or Zoning Administrator. 30. Issuance of a Building Permit and a final certificate of occupancy is contingent upon the project being constructed in conformance with all the preceding conditions as well as all applicable performance standards of the current zoning regulations. In the event that a certificate of occupancy is requested prior to completion of all required site improvements, a suitable financial guarantee in the amount of 125% of the estimated cost of the unfinished improvements shall be required along with an agreement authorizing the City or its agents to enter the premises and complete the required improvements if they are not completed by a 3 reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 31. The ongoing use and occupancy of the premises is predicated on the ongoing maintenance of the structure and all required site improvements as listed in the preceding. No alteration, removal, or change to the preceding building plans or required site improvements shall occur without the express authorization of the City. Site improvements, which have deteriorated due to age or wear, shall be repaired or replaced in a timely fashion. 32. Notwithstanding Chapter 153 of the Apple Valley CQde of Ordinances, a permit may be issued prior to the platting of the land provided that the land must be platted prior to occupancy. BE IT FURTHER RESOLVED that such is�uance is subject to � fi�ding of compliance of the construction plans with the Minnesota State �3�ilding Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Ct�de, as determined by the Apple Valley Fire Marshal. ADOPTED this 12th day of February,'2015. Mary Hamann-Roland, Mayor ATTEST: ' Pamela J. Gackstetter, City Clerk 4 Me�ropolitan Council .0 ��u�y 1 a,Zo i s Thomas Lovelace,City Planner City of Apple Valley 7100 W. 147`h Street Apple Valley,MN 55124 RE: �Ciiy of Apple Vailey The Springs a#Apple Valley Comprehensive Plan Amendm�ent— Administrative Review Metropolitan Council Review No.20591-13 � MetropoIitan Council Dis1rict 16 Dear Mr.Lovelace: We received the City's Springs at Apple Valley Comprehensive Plan Amendment(amendment)an Decernber 23,2014. The amendment reguides 10 acres from Commercial to High Density Residential. The proposal is Iocated along the north side of t47h Street West,between Flagstaff and FoEiage Avenues. Council staff.fi.nds the amendment meets the Comprehensive Plan Amendmerat Adrr�inistrative Review Guidelines revised hy the Council on July 28,2010. The proposed amendment does not affect official forecasts or the City's ability to accomrnodate its share of the.region's affordable housing need. Because this amendment reguides Commercial acres to High Derisity Residential it is increasing the axx�oanfi af acreage contributing tq the City's.lifecycle housi.ng goal of 1,345 to 3,7U0 housing units.TEie CiTy has sufficient land'gixided at�dens:ities.bigh enottgh,to develop affordahle residential anits.Therefore,the Council-vvilt waive furtliei review and act'ion; and the City may place this amendment into efFect. Water Sapply(Lanya Ross, 651-b02-1803} The project area is located partially within the Emergency Response Areas for multiple Apple VaUey wells,and it is fully within the Apple Valley Centrat Drinking Water Supply Management A.rea,which has been designated as being highly wlnerable to contamination by the CiTy and the MN Depattment of Health.Consult the City's Wellhead Protection Plan to ensure development is consistent with the City's drinking water protection strategies. r inaiiy,f.i1e i ouncii encourages eiforts to promote#he e,.iicieni use oi waier ia proiec�and enhance the region's water supply sources.New devetopment and redevelopment always provide opportunities to unplement ne�vv water conservation and stormwater management strategies as part of construction and site landscaping. The Council's Conservation Toolbox and Stormwater Reuse Guide may be useful tools to reduce per capita water demand.Both can be found on the Council's Water Supply Planrziz�g website at http://www.metrocouncil.or�/Wastewater-Water/Plainnin ater-Supply- Planning/Guidanee�and-PlaniRiri�Tools.aspx. � � �� - '- www.metrocouncil.org . �390 RoberE Street Nor?h • St.Paul,MN 55101-1805 • (6S1) fi02-1000 • Fax(651;602=1550 . TTY{651)291-0904 .9n Equa1 npportunity Ernp7ayer Thomas I,ovelace,City Planner r�u�y iz,zals Page 2 The amendment,explanatory materials,and the information submission form vviil be appended to the City's Plan in the Council's fiies, I_f you have any questions abo.ut this review,contact Annaiee Garletz, Principal Review�r,at 651-6�2-1438. Sincerely, � _ � . � LisaBeth Barajas, . ager La��l P3�:;►n.ing.Asaistance CC: Crystal Sheppeck,Minnesota Housin� Tod She�xnan,Development Reviews Coordinator,MnDOT Metro Division Wendy Wulff,Metropolitan Council District 16 Patrick Boylan, Sector Representative Annalee Garle#z,Principal Reviewer Raya Esnr�aeili,Reviews Coordinatar N:iCommDevlL1'AtComm�oiitieslApple YalleylLetterslrlpple Vaddey 2014 CPg The Spriiegs at ttpple Yalley 20591-13 ADMIrV REYIEW.docx ��a �w�� ����� �.�$ ���. CITY UF AppVa�I� y MEMO Public Works TO: Tom Lovelace, City Planner FROM: Colin G.Manson,City Engineer DATE: October 29,2014 SUBJECT: Springs of Apple Valley Development Review Tom, following is comments outlining approval conditions regarding the Springs of Apple Valley plan dated October 8, 2014. Plat • The existing Flagstaff Avenue right of way easement shall be dedicated on the plat. • A 10' drainage and utility easement shall be provided along Flagstaff Avenue. • A 10' right of way easement shall be granted over the existing drainage and utility easements for 50' in each direction from the intersection of Flagstaff Avenue and 147th Street. � A drainage and utility easement shall be provided over any portion of the existing sa�iitary sewer 1i�e along the north side of 147th that is outside of existing easement. Site&Gradin� o All infiltration basins,retaining walls, and fences shall be located outside of public easements and right of way. o All Emergency overflows (EOF) from the site shall be identified on the grading plan in terms of location and elevation. � The low openings and low floor elevations of each building shall be provided. • It appears a low area has been designed within the Magellan pipeline easement east of the driveway connection. Written approval shall be provided from Magellan for this grading scenario or the area shall be incorporated into the internal drainage system. Storm Sewer o Infiltration calculations for the site shall be provided. o Clarification of the function of the northeasterly infiltration basin/storm sewer system shall be provided. s All storm sewer located within right of way and public easements shall be reinforced concrete pipe. Water Main • All water main located within right of way and public easements shall be ductile iron pipe. • Each service shall be split into potable and fire services outside the building. Each branch shall have a valve. o Prior to connection to the public water system in 145th Street Public Works Staff shall be contacted to verify that connection is made to the distribution system and not the raw water system. Patching shall be the width of the roadway to City standards. Sanitary Sewer • The sanitary sewer service entering directly into the sanitary manhole north of 147th Street shall be revised to include a manhole structure with a drop located within the property. A connection from this manhole to the public system can then be made at full depth. November 10,2014 Mr.Tom Lovelace, I attended the Planning Commission meeting on November 5�regarding the Continental Properties"Springs"development.After hearing some of the residents concerns and having time to reflect on them,I have some strong views that I would like to express to the members. I'm not sure if the Commission will be taking more citizen comments at the ne�t meeting so I am expressing my concerns in this letter. 1. I feel the development is too big. That means more people,more noise,more � traffic,overcrowding the schools,more crime,and more trouble. I strongly oppose the rezoning.The plot that is designated for commercial should remain commercial and be used for something like"Knob Ridge Town Office Park"on Energy Way. 2. I have a problem with the units being rentals.Renters do not take the same pride in the community as homeowners.They don't take responsibility for maintenance or following rules. In the Midtown Village candos we have had so much trouble with renters that we passed an amendment to our declaration restricting rentals and the raw homes are in the process of doing the same. 3. The"Springs"project has a pet playground but nothing for young people.In Midtown Village we have a children's playground,a basketball court,and a volleyball court.There would be nothing stopping the"Springs" residents from using our facilities. We are not a gated community and can't afford to put up a fence. 4. The emergency exit going through Midtown Village is unacceptable. Flycatcher is private property.This is no different than using someone's private driveway. Midtown Village should not have to keep that area free of snow for the "Springs" community. 5. The main entrance to the community should be on Flagstaff.It would provide quick access to County 42 to the south and 140�St to the north.Also,it would not be across from any homes that would be disturbed by the extra traffic and already has a 4 way stop at 147�St Then the Foliage entrance could be used for the second emergency exit. I would appreciate it if you would pass these concerns on to the members of the Planning Commission or I can present them myself at the next meeting if a decision has not been made before that and more community concerns will be heard. Than you, �..J��,����-�., � � 14 Anne Benson RECE�VED ���� � 3 20 14567 Florissant Fath Apple Valley,MN � t�i �� (ffi f � �� � t U U J .t PROJECT DESCRIPTION Continental 313 Fund LLC ("Continental") is proposing a development of an upscale 280-unit multi- family apartment community at the northeast corner of Foliage Avenue and 147th Street W. in Apple Valley, Minnesota. The overall parcel is 20.20 acres in size, which will be a combination of two current parcels. The apartment development will be part of the "Springs" brand that Continental has established throughout the country. A total of fourteen (14) apartment buildings are proposed. The apartment buildings are two (2) story structures with private, ground-level, direct entries to each unit which provide for a townhome feel. Both attached and detached garages are offered to residents. The project's clubhouse is located near the main entrance to the site. Apartment buildings have been oriented to compliment the street edge along 145`"Street along with creating an interior sense of place. Upgraded exterior elevations provide architectural interest through varied durable materials which include rr�as�nry, cement board lap siding, and cement board vertical board and batten siding, all in a complerner�tary color palette to the surrounding neighborhood, in particular, Midtown Village. Large- scale wirruows are pravided in each unit to promote natural lighting, along with creating opportunities to o��in�;�� passive solar heating and cooling. Each building provides articulation to break up the structure's massing; balconies, covered doorways, and unit projections create variation with each facade. Schematic elevations and renderings are included in this submittaL The Springs will supply a mix af studio, 1 bedroom, 2 bedroom, and 3 ��� ����E� bedroom units, with ratios as shown at right. All of the floor plans offer ,��� ������� an open-'siving concept with interior finishes that include cafe colored cabinetry, black appliances, luxury wood laminate flooring, and large ��u���" �� kitchen islands. Some buildings within the community will have upgraded ��������� ��� units with espresso cabinetry, granite countertops, and stainless steel '�-B�dr�i�r� �.�� appliance.s. �-8��1r��r� �� The Springs will be a gated community with one main vehicular access point into the development. The gate will be closed at all times for security. Decorative fencing will be installed along all sides and a secondary gate will be provided on the north side of the site for emergency services. In addition an emergency access point will be provided to the adjacent Midtown Village via Flycatcher Lane. ��? C,�i � €.ti � [r ��i � !ti G � A number of amenities are included within the development. Among the facilities are a 3,500 square foot clubhouse, pedestrian sidewalks throughout the community, a car care area, a pet wash station, and a fenced pet playground. The clubhouse features a 24-hour fitness facility, a demonstrat�on style kitchen, and a large gathering room for events with free Wi-Fi throughout. A resort style pool with outdoor grilling area will be located at the rear of the clubhouse. The site plan has been designed to complement the parklike setting of the surroundings and adjacent developments by providing interconnecting walks and gathering spaces. The City sidewalk will i.ie extended along 145`h Sfreet which will complete the entire block. A large band through the middle o� the site, containing the Magellan petroleum pipeline, will remain in a vegetated condition, with buildings backing up to it. Continental develops, owns, and operates each of its Springs communities. Construction is estimated to begin in Summer of 2015. The development's clubhouse would be complete in Winter 2015, and apartment buildings would be delivered approximately every three (3) weeks following the clubhouse's occupancy permit. The development would be constructed as one(1) phase,with construction activities wrapped up by Winter 2016. ,�—°~�-� Wenck File #5167-01 ,.��� ���� ���I� � � ��� . � October 15, 20�.4 �[�(�. 431���"a � ��IE���lS�S ��� ��;����j ;k ; i �_ ��s�r��s� Pr��essic��a[s .k; _.. � —-- __--- - --- ---- - - � �----- . -. �,�:a�� � � , . � . _. .. - s.:�_ .. .�_ .. �� � � � � � 1'raffic Impact Study �for � � Apartm�nt D�e�elopr��nt � � � in Apple Valley, NIN Prepared for: CONTINENTAL 313 FUND LLC Prepared by: 1IVENClC ASSOCIATES, II�C. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359-0249 (763) 479-4200 � ..'..f. :.f�! ,�g ,�..... ,, �� e'.a�ri�_ -:ruo...r ` .,..� :h4�• r �w:s . -"'':,.�. i;. '���� �laa • ��%� � e q �i:r � .,1 sr� �ess� �� :i � IC ; e. � D :. : f ,�:��;t6� if�!� :.f� .t ";�� �Ef. �1 4 a',6 :t t, �6r �f �A� 't" t ;K, al �� 1'able of Contents 1.0 EXECUTIVE SUMMARY..............................................................................................1-1 2.0 PURPOSE AND BACKGROUND...................................................................................2-1 3.0 EXISTIIVG CONDITIONS................... ...........................................3-1 ................................ 4.0 TRAFFIC FORECASTS...................... .....................................................................4-1 5.0 TRAFFIC ANALYSIS.......................... ............................................5-1 .............................. 6A PARKING.................................... ..................................................6-1 ............................ 7.0 CONCLUSIONS AND RECOMMENDATIONS.................................................................7-1 8.0 APPENDIX...................... .................................�-1 .......................................................... FIGURES FIGURE 1 PROJEC7 LOCATION ••••••••••••�"""""""""2-2 ............................................................. FIGURE 2 SITE PLAN ........................................2-3 .................................................................... FIGURE 3 EXISTING CONDITIONS........................................................................................3-2 FIGURE4 WEEKDAYAM PEAK HOURTURN MOVEMENTVOLUMES.................................4-3 FIGURE 5 WEEKDAY PM PEAK HOUR TURN MOVEMENT VOLUMES.................................4-3 FIGURE 6 WEEKDAY AM PEAK HOUR LEVEL OF SERVICE RESULTS.....................................4-3 FIGURE 7 WEEKDAY PM PEAK HOUR LEVEL OF SERVICE RESULTS.....................................5-3 i October 2014 .�.� �'�=P�..�v 11 `�'[���< 1s0 ��ecutive Su�r�ary The purpose of this Traffic Impact Study is to evaluate the traffic impacts of the proposed apartment development located in Apple Valley, MN. The project site is located west of Flagstaff Avenue between 145th Street and 147th Street. This study examined weekday a.m.and p:m.peak hour traffic impacts of the proposed development at the following intersections: o Galaxie Avenue/145`hStreet e Galaxie Avenue/147th Street s Flagstaff Avenue/147th Street o Foliage Avenue/147t"Street • Foliage Avenue/Florence Trail o Foliage Avenue/project access (future only) Proposed Development Characteristics The proposed project�.vill involve constructing new apartment buildings on an existing vacant site. The si�e�vill include 675 parl<ing spaces. Access for the site is provided on Foliage Avenue north of 147`n Street. The proposed land use and size is shown in the following table. Proposed Land Use and Size Land Use Size Unit Apartments 280 DU DU=square feet The project is expected to be completed by the end of 2017. 1-1 October 2014 _ ��������i The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed redevelopment project is expected to generate a net total of 143 trips during the a.m. peak hour and 174 trips during the p.m. peak hour. • The project trips have minimal impact on the overall traffic operations. No improvements are needed to the surrounding street system to accommodate the proposed project. • The peak parking demand of 344 stalls for residents and visitors occurs between 12 a.m.and 5 a.m. As shown in the current site plan,675 parking spaces are proposed for the site. Therefore, the current plan provides 331 spaces more than the expected peak parking demand. • This site will benefit from the close proximity to the Metro Transit Red Line,which operates on Cedar Avenue. Residents will be able to travel to and from northern destinations via transit, which may reduce the reliance on personal auto travel. 1-2 October 2014 �������� 2. Purpose ar�d �ac�Cgro�nd The purpose of this Traffic Impact Study is to evaluate the traffic impacts of the proposed apartment developmentiocated in Apple Valley,MN. The project site is located west of Flagstaff Avenue between 145th Street and 147th Street. The project location is shown in Figure 1. This study examined weekday a.m.and p.m. peak hourtraffic impacts ofthe proposed redeveloprnent at the following intersections: • Galaxie Avenue/145t"Street • Galaxie Avenue/147t"Street • Flagstaff Avenue/147t"Street • Foliage Avenue/147th Street • Foliage Avenue/Florence Trail • Foliage Avenue/project access(future only) Proposed Development Characteristics Tl�e proposed project will involve constructing new apartment buildings on an existing vacant site. The s'ste will include 675 parking spaces. Access for the site is provided on Foliage Avenue north of 147tn Str2e�c. i he access for the site will be controlled by a security gate. The site plan shows approximately 125 feet of stacking space between Foliage and the gate. At 25'of space per car,this equates to stacking space for 5 cars. The proposed land use and size is shown in Table 2-1. Table 2-1 Proposed Land Use and Size Land Use Size Unit Apartments Z80 DU DU=square feet The current site plan is shown in rigure 2. i he project is expected to be completed by ihe end of 2017. 2-1 October 2014 ,. "��������� �m� �r xr^° t _.fa._..s � iiy �� atJ� a � �`� ,'�� s = "h`��'� 9 �'. �7 ... i�a i.? k.�.:.'� .�t t{,.� .� '�,$u i�"' -' . � � � � �. � '��. 2 8 t PT. t t S �FT Li. � .:.E �,c 1ta ;,,, P�. � aRi.tdP _ � .;xh 'Itt<� }. �.�� „f, r o. �, � .�..6?:H,.Ba a T. li...,r cE�n �. ._ .. S.�ie `^�' �°z ..n . ' : ts X i?nRF '�kE PT.. I+5 t�SL?I �'ig � � ' � `2� �v-+ �r 1 .31a2.,ti �. 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Q ��rJ' °"` �k N,..�.».. . ' k, t,...�--� ,.— � � �� � � ... ;�.�..�:� , � � � , TI�AF�'{C iMPACT STlJQY FlGURE � � � �~��������� �4���a�rr��r�-r ���"����' D�1l�LC7F'M�NT gi►��er� � Sc����tists l�t APFL�V�LLE�t, MN S�TI� 1PLAP1 3.0 Existing Conditions The proposed site currently is undeveloped property. The site is bounded by Flagstaff Avenue on the east, 145th Street on the north, 147th Street on the south,and Foliage Avenue and existing residential uses on the west. Near the site location,Flagstaff Avenue and 147`"Street are three lane,two-way streets with turn lanes a# major intersections. Foliage Avenue and 145th Street are two lane,tvva-way streets. Existing conditions at intersections near the proposed project lacation are shown in Fi�ure 3 and described below. Galaxie Avenue/145th Street This intersection has three approaches and is contralled with a sta�sigr�on the westbaund approach. The northbound approach provides ane through lane and one t6�rc,ughJright turn I�ne. The southbound approach provides one left turn lane and two through lanes. The westbound approach provides one wide unstriped lane for left turn/through/right turn movements. Galaxie Avenue/147`"St��eet Ti his ir�tersection has four approaches and is controlled with a traffic signal.A!I four ap�roaches provide c,ne left turn lane,one through lane, and one through/right turn lane. Folia�e Avenue/147th Street This intersection has four approaches and is controlled with stop signs on the northbound and . southbound approaches. All four approaches provide one left turn lane and one through/right turn lane. Fla�staff Avenue/147`"Street This intersection has four approaches and is controlled with stap signs on all four approach. The eastbound and rorthbound approaches provide one left turn lane and or�e through/right turn lane.The westbound and southbound approaches provide one left turn tane,one through iane,and one right turn lane. Folia�e Avenue/Florence Trail This intersection has four approaches and is controlled with stop signs on the eastbound and westbound approaches. All four approaches provide one left turn lane and one through/right turn lane. 3-1 October 2014 _. ��:Y V��1C��. AF�ROXItvIATE SCALE � . �� ��� �'��� �°�'"�-"�~� � � .+ . �:.R .. � , ��� � � W � ...._ . . 3.� ��. N t �. .�''°�F�iS. �� �,. `"` � Y f'. . ry'`���t�d ..3 �,'dFY . u. �sy'kY`�.�S` , .+n . ��^�`��'�.�e{i� :�q ,�,5 " . . � , r .f , �' � � ��f1� �� � �� Tn��`�� � , � `� < � _ � �� � �� �� . � � � �� €, �. : �ro , , �� � � a � � .�v_,� + a . � � � ��� �� �x� ��� �y ���#� �. .¢�� � � d pz `�{"� kF 4��,�-R'� ' }�'. '��. �5��'� _ r �a., . , � «; :" "� . �- 3i �w. � � ; � T � �. �' '� ; ' : ., �, . . , ' `�'�#r� . � a:. ° . . �� . . �� � �`��� . ... , �.� ::. � �.� �,.... . � � �- 3� , .� � � � �� �. . � ,� ,� � .-<. � n z� . - �'y � � Y�� r _. �= . .� � �• �s . a_ ,� t , .�„ 3��„�-*�¢���Y`�#�'�* � ii a � „�.. r ,A at�' ' � '���. �q��«''�8 ��� � � p ' ��. . � �. � '�.'�: �„ ���1� � �; � 'r { r "���,+'��� `�;,���°�� �r ��!I ����e��,d, � � . �� � � ��1 ' � �� ��. , � �.�� � �. � $� - . R , . � .:?. :. , � �� �� w.� �iy. �s' ,,,^.�r` �� � y; K � �� � , . . � ;� .� _�� � P�` � �;.�� �.�� � ,� � �� —� �F �� , �., � � ^� �` _� : � ii � ��' � � r � � rt� , �; � .,�r � s . � � �' � G � ��. ��, �:�^ ,�t �.. �-�r � � �: : ` i� � �, _ : � . , � 9 � _ ° �-�, .�. � ' �>� ... , � � a. �,. .. „, ;, . � ��.w z�;.,�� � ;.: , 'e�A �°£ �-� ` �. • n; _. �, p_ � � LL� � ry. � '�� � � � �� � ��� ��,, � , �.�y �a°, ; ,;� � ,,,,,,.,..-..-. . m� �.. .�:. . , .� �. �.. r��,.. , , �. ���, ..., :. , �,_ . ��� � . . . . : „ . .. ,_...: ��,x ,... � �. �� . -. . .., , , ������ �, �. _ � � .: � , . �� �� � ��&^ vmwm:urmw���� � � � � ��� .. � �������� ������� � , _ '.� .. ,._... � , -- , `�„�,a 4`�� �"��.`�'z� '�,��? �{ ' , � ,. �� ��� ��g . . �, , » ` •� e ��. � w � ., �z'�"�''�' .., .. : . '� �' � . ,�, _ . . � .,�, , ���"� � . Y s" , ° �`� � w�., i: �"��" W 4 '� �� ��. , c. � ' i�r�� ��r�' a"� � � �� `' � ��'�'�� � ';� � ?��" � " �� �', ` d ��� � � � — ,� � � � � ` T ���y k �..` � . . . . . .. .. . . . . . . . . .. . . . . .� . . .ri ;. ' ' '. .. . '�"=w;,d� 1 V 1... �-�°r' . ' TI�A�F1G IMPAC°��TUQY � �[GURE 3 ; �������"���� FORAPARTMEt�T � � � ,�.��", ��V�Lt�PMENT �ngin��rs - Scientists !I�AP�LE VALL��',MN E�4ISTfNG CU�V�IT1U�� 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project,forecasts and analyses were completed for the year 2018. Specifically,weekday a.m.and p.m. peak hourtraffic forecasts were completed forthe following scenarios: • 2014 Existing. Turn movement volumes collected in October 2014 were used for existing conditions. The existing volume information includes trips generated by uses near the project site. • 2018 No-Build. Existing volumes at the subject intersections were increased by 2.0 percent per year to determine 2018 No-Build volumes. The 2.0 percent per year growth rate was based on both recent growth experienced near the site and expected future growth. • 2018 euild. Trips generated by the existing office building were removed and trips generated by ihe proposed uses were added to the 2018 No-Build volumes to determine 2018 Build volumes. Trip Generation The expected development trips were calculated based on data presented in Trip Generation,Ninth Edition,published by the Institute of Transportation Engineers. These calculations represent gross total trips that will be generated by the proposed developmen�. The resultant net trip generation estimates are shown in Table 4-1. Table 4-1 Weekday Trip Generation for Proposed Land Uses ITE Weekday Land Use Code Size Weekday AM Peak Hour Weekday PM Peak Hour Daily In Out Total In Out Total Total Apartments 220 280 DU 29 114 143 113 61 174 1862 DU=dwelling unit As shown in Table 4-1,the proposed development will add a net total of 143 trips during the a.m. peak hour and 174 trips during the p.m. peak hour. All trips generated by the apartment land use are considered new trips,which are trips solely to and from the proposed development. 4-1 October 2014 _ ���11�'C`�C�� Trip Distribution Percentages Trip distribution percentages for the subject development trips were estabiished based on the nearby roadway network,existing and expected future traffic patterns,and location of the subject developrnent in relation to major attractions and population concentrations. The distribution percentages for new trips generated by the proposed development are as follows: 0 25 percent to/from the north on Galaxie Avenue v 10 percent to/from the north on Flagstaff Avenue • 5 percent to/from the west on 145t"and 146t"Streets • 25 percent to/from the west on CR 42 • 5 percent to/from the south on Galaxie Avenue • 5 percent to/from the south on Flagstaff Avenue " 0 15 percent to/from the east on CR 42 • 10 percent to/from the east on 147th Avenue Traffic Volumes Development trips were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weelcday a.m.and p.m. peak hours. The resultant traffic volumes are presented in Fig�res 4 and 5. 4-2 October 2014 �<:��it��'��.€� ti � �� �� Mo � `�'� '�56t61l75 , ,� � ,�--18/19119 1d5TH�T, I�� �r� � ��, �, � �� � �� c�.� � t�C} . Q�/t . .. C7 t1. � � � . P�.�.���i� . . N LOCA�['1t7N �o� cav° c*°�i�� c�cv�n �a�c, t-c'1rn �rn� �—91 J99J99 Q w c� �°16t17l24 ��� �--'66/71/71 '' c�t-�- �--243/263l263 m r..v� �--115/124/127 �r..-�r E-183l1761179 � � � �%8t9l9 147TH s`f ,£.� ,�, �, �--28/30/30 � f_ �-'!9J21128 ��. 54/58/58-T � '�` � 212T6 � �"` �' 29l31J34 [� 95/9 Q31103-�-3� 70l76/87—� ��co 2 1�22—� �tl'M .� �Ne�— � . . ���I�ZI,3FJ-1- e�—t..th ti r '�3L14114 ��, �, a�o ��� +" �°,�`' o C��m ws��`m, ��,N� s� `s'o �� m O � w � ¢ � � � � � ' w � ry � �o``�c� �-'24128/�6 LL �*,r:'= _ .E-11J12ti2 � `� ( ti � +�—14i95l95 �LOREidCETiZL � �E•' OiOt� E� "` � ��1� � 7181$�! 1��� '� : 2C1�8 i�1Q-BUILC} �,,r�� �-�,�, �,- 2018 E3UILD ` ��� k `-`�"' ��� XX1XX1>CX � � `fRAFFlC 1lvIPAC7�TUDY �iGUR�� ,,. �h��� ��'���,�/ Ft7RAPARTMENT' � �. ������ 1�VEEKDAYA.M. PEAK NOUR QEVELC3f'M�NT 1 V �ngineers � Scie��tists IN APP�.�VALLEY, MN TURN MQVEMENT Yt3LUMES h�. � . . . . . . t'� � M� �� �� o �--�E 9l44f51 �, � �—�'!8119F19 � 145TH&T. �� � � �m � . M N d � . . ��� . c0� !d] . . . '. w d u� � � :7 � � PRQJEC`C' t,,, 'r'o«°'i ' L{.7GA�f'1QN �' �cfl�- rnoet, coac� � �u�rn ��nr> � �`�.� m ao c v�3 � `�-�.- � r m��� '�`'111'12/48 � �':�� �``-'35/3$/38 � a t-r. �3/79t79 c�r`�r�.'�r I n r�� �-'��- �E—210t227l229 r*"�'- E--20712241224 � ">�'.� �169/1831184 � � �` �70R6/80 � '�, � '�+33136t36 147`fH Sfi � ,� �,�„ �;-'60/85l65 �y� 167!?81/1$1 16l11l11 '� `�` �` 52156157 � `� 345l3731376—� � � � 354(383138�--'� �r 2141232i238--� oa m� �a�ao 119 t 920112Q co<a� 11911291142 C m w 9619 d4f 1A4—�, ���' �+ 4n�En � �w�o � �N� C�Q�'��II� li7 W 47 Z4 ��� � O ��,�,y � > Q W � � rsr�-m � cc�icr t�� .2 ;n m� �`°A6I50l5Q � r�r�r E—57J68156 ha,. � � (, �--$7I��i�i� FLORENGETRL C�7 �� � 1�l'�3/i 3 � 2014 � �2sr�a����o---� � � � � ' 7�,��$ j�(�-g�j��]� 36139f39 �mca � -, �"�_ u'am� �;"� i � �a'�t� �i��La rnc3° � � �k F � crs r.-., �i� � )Uf/7GXt??C7{ � -� Ti�AF�tG IMPACTSTUI�Y FIGURE '� ''° ����M�,.��� � ��� �C?R}�P�R7MENT DEVELC7PtvtENT WEEKDAY C'.N't. P�AK N4�'R Engiia�ers =5ci�►�rtist� 1N�P�'LE VALL.E'Y, tVIN ?UEtt� Mt)VEMENT VO�L�1�,��5 5.0 Traffic Analysis Intersection Level of Service Analvsis Traffic analyses were completed forthe subject intersections for all scenarios described earlier during the weekday a.m.and p.m. peak hours using Synchro software. Initial analysis was completed using existing geometrics and intersection control. � Capacity analysis results are presented in terrris of level of service(LOSj,which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation,with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay< The following is a detailed description of the conditions , described by each LOS designation: • Level of service A corresponds to a free flow condi�iora with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection,the average delay per vehicle would be approximately 10 seconds or less. � Level of service B represents stable flow with a high degre�of freedom, but with some influence from thn intersection control device and the traffic volumes. For a signalized intersection,the average delay ranges from 10 to 20 seconds. P,n unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Levei of service C depicts a restricted flaw which remains stable,but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this levei, 7he delay ranges from 20 to 35 seconds for a signalized intersection and from 15 to 25 sec�nds for an unsignalized intersection at this level. . • Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 tn 55 seconds for a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues,stop-and-go waves, poor travel times, low comfort and convenience,and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. 5-1 October 2014 . :���������� The LOS results forthe study intersections are described below and shown in Figures 5 and 6. All LOS worksheets are included in the Appendix for further detail. 6alaxie Avenue/145`"Street During the a.m. peak hour under all scenarios, all movements operate at LOS C or better. The overall intersection operates at LOS A. During the p.m. peak hour under all scenarios,all movements operate at LOS C or better. The overall intersection operates at LOS A. No improvements are needed at this intersection to accommodate the proposed project. �afaxie Avenue/147`�'Street During the a.m. peak hour under all scenarios,all movements operate at LOS C or better. The overall intersection operates at LOS B. During the p.m. peak hour under all scenarios,all movements Aperate at LOS C or better. The overall intersection operates at LOS C. No improvements are needed at this intersection to accommodate the proposed project. e oliaqe Avenue/147rh Street Durinr t�e a.m. peak hour under all scenarios,all movements operate at LOS B or better. The overall ��it�rsecii�n oper�tes at LOS A. During the p.m. peak hour under all scenarios,all movements operate at LOS D or better. The overall intersection operates at LOS A. No improvemen#s are needed at this intersection to accommodate the proposed project. Flaqstaff Avenue/147t�'Street During the a.m. peak hour under all scenarios,all movements operate at LOS C or better. The overall intersection operates at LOS B. During the p.m. peak hour under all scenarios,all movements operate at LOS B or better. The overall intersection operates at LOS B. No improvements are needed at this intersection to accommodate the proposed project. 5-2 October 2014 � � �- .�:����t� � � Foliaqe Avenue/Florence Trail During the a.m. peak hour under all scenarios,all movements operate at LOS B or better. The overall intersection operates at LOS A. During the p.m. peak hour under all scenarios,all movements operate at LOS C or better. The overall intersection operates at LOS A. No improvements are needed at this intersection to accommodate the proposed project. Foliape Avenue/ProlectAccess During the a.m.peak hour under the 2018 Build scenario,all movements operate at LOS B or better. The overall intersection operates at LOS A. During the p.m. peak hour under the 2017 Build scenario,all movements operate at LOS 6 or better. The overall intersection operates at LOS A. No improvements are needed at this intersection to accommodate the proposed project. Overall Traffic Impacts As described above and showra in Figures 5 and 6,the project trips have minimal impact on the overall traffic operations. No improvements are needed to the surrounding street system to accommodate the propospd project. 5-3 October 2014 �,��;'���f���C �a '�—Brcrc � � �—BJGG 145TH S7. � AfAIA..: � _� { aa aa ,�� �-_ ,� �� �--�-a� � -�-�s � � �� :,�AIAlAd ACGESS PFtOJEGI' �� �flCATlON � ` mmm m m bC ,L. °m m m �=-/�IA/A �m� �glB/B *�a� E—C/C/C m m m �--AIWA � � � ,,(;A/AJA E' V� � ,j.'C1C(C � �Y � �AIAfR 147'rti ST ' .R l�(A1A..`" � .°.BlB1B.r;�(�. ----��B/B"' AlAJA� � � 1 RtA/B CIClC C(CfC---� la�� � AIAIA-�i m m aa 8/H!B--:� � i � crctc—�, �a a Eva,�a-y m m� Btsi$---y, m m m m�� �mm � �c �, � � � w r�'� � � <t � a¢� '�-AlAfA ¢ �-�A.rA � � � � ,�"A/�s �toR�rac�:rat� a ��aiat�:; _ � � 2{�9 4 N ��s��-�` ��`�` �' 2Q�$ I�,IC?-BUlLD B�BiB�� <`t�� ���� ' � 2a'18 BUII,� �' �3� �;��' � `CKlX?�IXX � TRAFFlC IMPACT�TUDY' FIGURE 6 �? ��ti� � FQR APARTlVIECVT � �:.��� ������ �EV��c���E�v-r ������Y�.r�. ��a�r��u� �t�gjn��r� • Sci�ntist� 4�[APf�L��t�;LLEY, Mi� L�VEL OIF��RVIC� RE�UL,T� ¢¢ �a `�--actc � �a ,�'crc�c �a�-rH sT. _.��AtAtA��� aa aa Q a� �: '�-1-�� � � �'�'B � � �_r'1fA(A_:-� ACCESS PROJ�GT �� L�GATIC?N �y��1 `� mmm '� C:3 CU C3 AtA(A m�m ' CICtC .�—AtAIA m m� �--BBt6 ��� � � � ,�- � J �cic c � � � ,G`-at�va ���-��sr �rxv� W � �% — `. 81BIB..� -------�MC/GIC,.`= �j�. �y �} A/A/A,.;. CIC/C� � � 1 AIAJA`--� � ! ! C/CIG--� ��m i GiC/C--� m m m AlAlA'�` G�U c? C1C/G—��, m m m , C/C/G—�, m m a� AIPJA--�, t�r`,>t3 �`m m II mmm t�L)U w a w a '� w p � � � �2�� �f3/B{B 4 I �C/CIG � � � � � FLORENCE TRL t�„"� _ „I�I.'t��A��r _ � � � 203� N �ai�tc--�` �����.a-�.����fi�� i ��� , 2018 NQ-�uE�D crc.�c—�,, ��� ', ` � 2(?'�$ BU{LD I� '� ; � � ' i'�G XX�XX/�X � __ TRAFFtG IMPACT'STUQ`l' FIGURE? �' -=����:��� ������ �o�A�,��-rnn�N-r D�V�LpPMENT 1NEEKDAY P.M. PEAIfi HC7UR Engin��rs • Scientists 1t��.FI?LE VALL�"Y,M1V LEVEL CI� ��R111C� RESULT� 6e0 Parkin� Institute of Transportation En�ineers(ITE) Data Calculations Parking data from the lnstitute of Transportation Engineers (ITE)was used to determine the expected pea�C parking demand. Data provided in the ITE publication Parking 6eneration,4th Edition,indicates a parking demand between 12 a.m.and 5 a.m.of 344 stalls for the low/mid-rise apartment land use. This peak parking demand includes both cesident and visitor parking for the entire property. Overal7 Farkin�Imaact As shown above,the peak demand of 344 stalls occurs between 12 a.m.and S a.m. As shown in the current site plan,675 parking spaces are proposed for the site. Therefore,the current plan provides 331 spaces more than the expected peak parking demand. This site will benefit from the close proximity to the Metro Transit Red Line,which operates on Cedar Avenue. Residents will be able to travel to and from norkhern destinations via transit,which may reduce �he reliance on personal auto travel. � 6-1 October 2014 �.�` �`t��I����i� 7.0 Conclusions and Recomrnendations The conclusions drawn from the information ar�d analyses presented in this report are as follows: • The proposed redeveloprnent project is expected to generate a net total of 143 trips during the a.m. peak hour and 174 trips during th�p.m. peak haur. • The project trips have minimal impact or�the overall traffic operations. No improvements are needed to the surrounding street systerr to accommodate the proposed project. • The peak parking demand of 344 stalis for residents and visitors occurs between 12 a.m.and 5 a.m. As shown in the current site plan,675 parking spaces are proposed for the site. Therefore, the current plan provides 331 spaces morQ than the expected peak parking demand. • This site will benefit from the close proximity to the Metro Transit Red Line,which operates on � Cedar Avenue. Residents wil!be able to travel to and from northern destinations via transit, which may reduce the reliance on personal auto travel. 7-1 October 2014 ������������ � GoP # �� � E �� m W�NSMAN(� 13TH ADDITION T9`� � � 9 �TR;0. '"RI<� vwn�. ��Lc VL.i.nGc Fiv�dES 2"J� .:t01ilv�. ` �cv:.R ��..� � fG - � ':It.L..,.,c Fi0`.;cS � 1 i;tFC.,c;,��7 � c� Lc � I t 'r � sa53s'as'w � eaa.03 . `._ -- . p��g `_� ' . � � �� � �',--°"` � r i� � - >r8» / I :.5..I..a,REE:g&0. _` g S n i �' uo onin,_ ���r s u.e a me�v �' 7ASTH SiREET YYEST t. �' v . E . 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MATERIAL�8�COMPONENTS °m�' •""w^^"^�°�°^�° ASK-001�10IOS/14 �1�r a�t�l• SPRINGS experiencedesign APPLE VALLEY,MN �� �I,I II y�i��, I�i, � I ���� , � � �• , � � � . ... . „� `� �� � �� � � � � � ! � • ;� � � � ���,�..�, ,._ .� , ...�.... .. .....a ,� � � .�� �w�ww ��,�; � �..,.,. � � . � � � � � ° �� �� �' �" ���� � .��;� ��� �n � �� ��� �� � ,�` � � � � �'" �� ,,,.. ,w� �; � �, � � �:� m�. r - �„ � ,.�.�«�a � � , , �� �3� fr ,�� � � � � s,�r�.,, s� a , � � , � ( �° �� � � � �,. �.e� ,.�� A�af� . �� . . ^.. x� + � � i3 i! �F � �� a �� �. e ee . � y^� > ° r � ,x � �� ��;s� Y .... . .,_. .,�. ..,. .> � °�r � ���y �� . .. ,. a � � „'� �� +�� i '� � ... * �b � � �� � �,� .� � ' w �� � � t� # ;� �� � ��� f � �� ,.... � � , � � � ° ��� �� ��^� ���� �� � � E �. ' �7� :� �� � � F . �i a ; < � ,� � � ,£ � � � . . ° . � �� � . � : e ; .: � � � ,� ; � . ° � ; , � ; , � ., i� i6� a�^� �� . . .. � a o� x � a u � a � s r £ ,�. . , , , ,' , e..,. ... .,�=. , . .. � my.r`� �. � ,,, ... .. �_ a am � k ..... , � .,: � t . a� _.�..: � � r T .... _ L �'E*` ` 1sP"'"""" � < >. w. ; �' „ ,.�..y�,......,.,, � �, �� . �; �� ��� �� � ��¢ 7 S. � AV D tT10 nl fkL. �ACL�E �ALL��Y BAI�+IK lanuary 26+ 2C115 Ms,Lisa Haselow Continental Properties Company, Inc: iN134 N8fi7S Executive Rarkway Menamonee FaIIs,1Nl 53051 Dear Ms.Haselow: t am writing on behalf of Eagle Valley Bankr N.A.to express strong support for the Springs a�Apple Vakley apartment cornmunity praposed by Cantinental Froperties Company, lne. We haue reviewed the site pfan,and feel that the praject w�il be a complementary ad�itian to the City of Apple Valley: We believe khat Cantinental's eansiderations for a high quality renta(community wi�!greatly benef'rt the existing retailers,restaur�nts and office�within the municipaiity,creating vitaEit�r within the neighborhood. The Springs develapment would be a great additian ta ihe neighborhoad,and the disposable incame generated�y its residents will further stirrtulate Eocal businesses in aur community: For these reasons, Eagie Valtey Bank, tV.A.fully supparts the project. Sincerely, ��� �.� `' lanet Alland 5VP Retail Banking Eagle Vailey Bank,N.A. N M LS#721546 1480b'Galaxie Avenue,Suite 100' ],946 Washington Avenue S 2206 Clacier Dcive Apple Valley,MN 55124 Stillwater,MN 55802 St.Croix FalEs,Wi 54024 952-431-3232 651-351-1204 715-483-�d16 w�i �� www.ea�levalleybank.COYYI Member FDIC February 9, 2015 Ms. Lisa Haselow Continental Properties Company,Inc. W134 N8675 Executive Parkway Menomonee Falls,WI 53051 Dear Ms. Haselow: I am writing on behalf of VCA Cedar View Animal Hospital to express strong support for the Springs at Apple Valley apartment community proposed by Continental Properties Company, Inc. We have reviewed the site plan and elevations,and feel that the project will be a complementary addition to the City of Apple Vailey. We believe that Continental's considerations for a high quality rental community will greatly benefit the existing retailers,restaurants and offices within the municipality,creating vitality within the neighborhood. The Springs development would be a great addition to the neighborhood,and the disposable income generated by its residents will further stimulate local businesses in our community. They are also making accommodations for a pet friendly environment. For these reasons,VCA Cedar View Animal Hospital fully supports the project. Sincer � ;� ����,�y Sharon Eu11 Hospital Manager VCA Cedar View Animal Hospital 7545 W. 147th Street Apple Valley,Mn 55124 952-432-4928 S, � 2/11/2015 THE SPRINGS AT APPLE VALLEY APPLE VALLEY CITY COUNCIL PRESENTATION FEBRUARY 12, 2015 - THE SPRINGS AT APPLE VALLEY Development Proposal: 280-unit apartment complex on 21 acres, located between 145th and 147th Streets West,and Foliage and Flagstaff Avenues. This request will require the following: 1. An amendment to the 2030 Comprehensive Plan Land Use Map re-designating the south 10 acres from"C"(Commercial)to"HD" High Density Residential/12+units per acre). 2. Rezoning of the property to allow for apartments as a permitted use. 3. Replat of two outlots into one lot. 4. 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SPWYGS . ..... ..... ... _._ _,� � v+ss-aaac Nl ES�LLr i&i •.^e:.+ . 15 2/11/2015 TRASH ENCLOSURE ELEVATIONS �;r����,��fl� ��1��: ���m��,.wu�__ � �. ,� � '' � � '� ' � ������, ._� .����.._ , ��- �„ �;-�° � ,, ; � ����.� � . � rna�t er��.as� .� .._.w... ...�.,..� — ,�,„„, �..nes.�o��r,!.� FENCE DETAIL � � � �� � a _ � __ .. � N—.—�.��..- .a �,�� �U��� ��x �� , �;��,. � , �� „ ,, � � , ,?u � � °° °�� �� � �g (.� � . , �_ . + � ;, � �"``�"°�"� �� i " � � ` � � �����1�t ° I�� ���� �q��� �f,,�,: ` � : i.�_ i , � , ; : , — �� k � �'ii t� � , � ��� �� _ � �'f.�-CC�2A'(V�F�e� ; ������ _ m _ �.�-� ____ _ w_. m. �' 16 2/11/2015 RECOMMENDATION 1. Adopt the draft resolution approving amendment to the 2030 Comprehensive Plan Land Use Map to re-designate Outlot B,FISCHER MARKET PLACE from "C'(Commercial)to "HD"(High Density Residential/12+units per acre). 2. Pass the draft ordinance rezoning of Outlot B, FISCHER MARKET PLACE from Planned Development No.646/zone 3 to Pianned Development No.746/zone 3. 3. Pass the draft ordinance rezoning of Outlot B,WENSMANN 13TH ADDITION from Planned Development No.746/zone 1 to Pianned Development No.746/zone 3. RECOMMENDATION 4. Adopt draft resolution approving the Springs At Apple Valley preliminary plat. 5. Adopt the draft resolution approving the site plan/building permit authorization to allow for construction a 280-unit apartment project on Lot 1,Block 1,Springs At Apple Valley,according to the preliminary plat. 17 � ` � 2/12/2015 CITY OF APPLE VALLEY, MN CITY COUNCIL- PUBLIC HEARING ' � 02/12/2014 � ���� , ; „��, ��� /i ��. � . .. � F �W.. �� . . � A %y �-n� � i73 /�'��c '�:'. ..�.; � ._� . ..:..� 3 :-_ ��,,. :c+� d 3 /5, �' J . � . �i'��� �.� &��, . � SPRINGS AT APPLE. VALLEY INTRODUCTIONS CONTINENTAL PROPERTIES COMPANY, INC. • EricThom,Development Director --°`"""'"�����"'""- -•.- �Oit1'f INEi+PTAL FRt3PERTIES . . Cx��Pt:cbY.t?.i__ . . . .. . Additional Team Members • Brian Johnson,Civil Engineer ���� � _,..x� .. • Jeremy Vanminsel,Architect � ;��. e' • Edward Terhaar,Traffic Engineer * ai,����, �1� • Peter Beck,Land Use Attorney Beck Law Office 1 z/1z/zo15 AB4UT US • Company founded in 1979 • National retail and muRifamily developer • Continental has developed a branded apartment product known as the Springs • Develops,owns,and manages all of its Springs apartment communities • No third-party management;Continental employees handle leasing activities and day-to-day management operations • Full time maintenance personnel on site ensure communities are properly upheld • Thorough screening of potential residents • Pet Friendly,but restrictive regulations on breeds and pet waste. �-�--�--����r�--.�� Corrrrr�rtT��,P�ap�x�r��s . . . . ....... �f'C3^hPA�l',�@*i:'..... . . . . CURRENT MARKETS ����� ��� � �, � �� � � � K�,�� � , � �u� . 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" s FytY?R iff�A4 ^" waly `,'� �. �• e.�a � . „�,,.. f,%;�^� : F. �,.�. �� � �� ��-',. ��NK ,\� f � .41[7k ��`� .��. • . � ., ., � � ,;.. qpy�� ` ,,::_...„ ' F,?de�M ��i;;F ��.-�: NEIGHBORHOOD MEETINGS • Continental held a neighborhood meeting on Odober 15'h to get feedback on its proposal. • Main Concerns: — Traffic from the site — Landscaping between developments — Emergency vehicle access from Flycatcher Ln � j � P r � � � � �+ � �1 4u�, "�°���44,u1.j II�I\ Ii�� �. � :. � , ,, : 3 2/12/2015 SITE PLAN � � ��x,�w,nPplevatiey �.��.,w. Ist'(k StrestWeualfm,�naN.f.tan.r,.Fro4Y C.t)N71NTsN7l1.1�R[)PF.RTtE.S ��"� .�i.r� ;��.�,.... ...-- „ . ,. , :z�..�;::: _ „ .. .., , � . .:. . . .......�i � �"a�� '. w...�u..,s �a.r.. i il ��.. � �t. � ' � �i" if ri r?II ' �rru,rw�s � � 111,I i �`"- � � . '�' ��� „, , � �� � � � l ,;.� _.: � .,. �,��,�.� � , � ., �,�.._�. � ���_�� �,: � � , i�i� h � ., � � � � � � � r ; � � ; , : r � �. . ..... � .,� � ,,m � � , ;� �� � ,, � �.� ' _ �. �„...._ �.� �. � F.�. `�'� ,z � �.�,. ,.���. ��r, M A�„�.�,� . �p� � �x�a'wrtseu.a+ .,r � 'a �3. �. �\���i�. y � ��, ��� .ka�. '�.R ,i'�` ,L._:,.�.��. OVERVIEW • Continental is proposing a Comprehensive Plan amendment,rezoning,preliminary plat and seeks site plan/building permit authorization for this project • 280 units with a mix of studio,1,2,and 3 bedroom offerings • Unit sizes range from 525 square feet to 1,430 square feet • Site amenities include: — Clubhouse with large gathering space ,IYp����,6,��`��'�I',�� — Fenced and gated community ��,f ' ���� M I� — Click cafe '� �^� � � Y�r: — Outdoor pool "�� � — 24-hour tenant fitness center ?" ���i��',�iYi�������lllll,I Illl�llllqll II � �i if i��l I�III � qllillill�II III�'"� . . — Outdoor seating areas ly'il�l���;�ll l I ioil�� ��, I — Pet playground I 11I',II', — Car wash �;�, — Pet Spa F�� �''� 4 2/12/2015 3D RENDERING — 147t" and Foliage �- ,,�. �_, ,� � = ��;. �. � ro� ��a;, , OVERVIEW - TRAFFIC AND PARKING • Continental's Springs projects include a single point of access for residents — A Single,gated access is an integral part of the Springs brand and has been well received throughout the country. — Traffic Report supports a single access point for this Springs Community. — Adequate distance provided between Foliage Avenue and the gated entrance — Parking spaces provided,though slightly below code,are much more than the parking analysis requires,and more than necessary based on Continental's experiences with other Springs Projects across the Country. — Can move the emergency access gate on 145�h west 30 feet in toward the project as requested by Staff. • Per Discussions with Midtown village on November 18'^,the second emergency access point on Flycatcher Lane that was requested by the Fire Department for the benefit of Midtown Village was eliminated. 5 2/12/2015 3D RENDERING — 145t" and Flagstaff m� � �:�� �� � , . � � �..;� .��,.. . •� �:. � : � �w ��` ��, � �� �+ ; � � �3 1�III ��. ELEVATIONS — TENANT CLUBHOUSE i =�� � ����� ��w �_ : :,- ���,� ��: � �� `�:: � -� _. J � � � �� � .� � � � ;�� c�u��.,, � z„ � �i k,x:s .,�. �g,,,; «� -; , , � « I �r RiglKSNHlWYgtio� ......... .. ......... ... .......... . �W�__� • 6 2/ZZ/ZOSs ELEVATIONS — TENANT CLUBHOUSE ::� �� �, � � ��� ��� � '� ,;.:� � I ..,.; �. ����;�, �I �, � '„ �... � ���,:� � �� g 3 . ��� g--: 3� � .. � RYN RM�+Ad9!1 . . . . .. . . � 1.. �.�""'. ,,���.w �_� � _:���� ri�k ��,�� � ��l,y \a �' � a'� �� � ������ '``�' �� :�:� �.� .� . ��� ���� � � � :�„�,��� Y �a� -.�� ��E ,:'.€r€�'v .. ���i�It , '��� � t ... ,�', �� �� .�. . . L,n.�Nie fdwatio,n, .. . .. . . . . � ELEVATIONS - APARTMENTS 3 , ! _ _^E � sn ;� p" y �.stz_� .. . . . . . ..... . »-.,.,� r•„� � `� � �� ��`F.::��� � ' 'r��L�._R�� .e.1.v,.�.� . � aaiaw . 1��7t h•••-;��~�t��..��w.� 82Q EL�"VAT€ON5•TY$!�1 .....a»....,... ..........______..._. ..._.�..............�_..._._ ......_ '_'w___Fx�ar,z2,�,uw � �.3 y� t�Y%L#Vhi.(CY,S� 7 2/12/2015 ELEVATIONS - APARTMENTS � , � � �� � �,� � � . , . F -- � �.-- ; p : � ; �-w _,. ,� � �� ��� � ������ � � i� � � � � � � � � �..�___.�.._�� . •�. , . �.��� uv.��. � �; zE��z a ��� ,.. � .�.�:YG,:Sl.Y:?R�__...._.................._.............._._.._._.................._..._._.__......................._. . '�31;}$� �� •�,v-.e! ���T � 620�6EVA'CWN5•TYPE 2 ..�....2�..._ .�,.....� +.xx-�;z�. K�YI��(,.�,�,, r.�awc� �,�i� A�*�i"!.G Y.&t&.F,Y.MN ELEVATIONS - GARAGES , � .,.:: .. , g _y; ,: ; '� � . 2#!4ACY<o4vrrr.inlis(A � inYCM'rRtR� . I ��IIIM �llll �I. I._.. � �� �I� _ I�� �II II�11'�y�I III� ��� �I� �� �iV�Y����»�,,,�� ��al�l�, I�I tl I���� . � �;,�,� _ <. a�av�ncce€a�varnxrs �r�_.�� sar�s h:�.�::�s ����i�l A4"�n`t&.VRE1F.4',adAt V 2/12/2015 ELEVATIONS - MAINTENANCE BUILDING ,,p�� *. g � , ���.,� � : �. ��������������������� ��w.�w_ _ _ ____ . . __:,��.��� K�^� ��5 ,��.:�u.�y.�a� AM E N ITI ES ��� F;, � �: � �'� � q� �' ���� r;� � � � ,` �'* � - ��� �3:: � �:,,,d � � i/F' 4� B � >��' � �� �� �� I �� � ' � ! .� , , � =� �` '�� 9 2/12/2015 FENCE DETAILS _ .,.� � .�,� . m� . �..� � � .�} __ �,� � � . �I " + 's� tt >'� �- � � � � � ��:�� �� ' �; } � iE � � $� `''J 3 3 �'e' �3�N ,.....,C�„3�4�� . �� ��� f,`•5'%^#T 1�C'.:Ot?A71VE 3=�iv�':� ru�e.r+:ma.,�...... , �.u,e.m� PHOTOGRAPHS / RENDERINGS � �,t a�:���3 �.` ,� � � � �+�� �' ''•',a x.. � '� � '^i.i�ii,II.�' q��l ��. tl�l, n911'I���;', Y� 9,I� I��III��� ��, � � �� .� � � �� �<: � �; '' „_ � � �,:, �. :a� ' �, f.:. y- c �,' � � � 10 2/12/2015 PHOTOGRAPHS / RENDERINGS , �,yy: � 4'kC . k, �'%.'�3 a�$ i:: � �: ,�. � . t� { di �. F y7; . m�' :: � . ���:: �� ��� �'� �v � ?f1�i : : �� � �, !. „�\ :f �.: '',b,„., . \� � ,F�w• ' ^ �,��3t/ '�g �f �Z 3 �����c � � s�`= a � , -��� � ry�- � ��,:• PHOTOGRAPHS / RENDERINGS I' 'V1 ;P� � ��„�, � C�� �:� � �� � � > .�:•. � �,, _ a � � r . : �, ,.e�. " � 3 � � -, � 11 2/12/2015 SUMMARY • Springs provides a new,high quality housing option for the area. We will be working with City Staff to ensure this deve4opment is compatible in scale and style to the existing developments in the area • Multifamily development will provide a smooth transitional use between existing residential to the north and the existing shopping center to the south. • Springs Property Management is first-class;Continental's portfolio of projects reflects that in many communities throughout the US • With iYs two story direct access building design,the Springs at Apple Valley is a significantly better fit for the surrounding area than the current Commercial land use designation on the South parcel QUESTIONS? �� F� �,�fi � w. �� „��,:.�r �:: s� � �2� �� �� �� �i �.;;� o: :° �'z S� Y � � �E A�. � �� � k �.nb, 04. ���F �' . ?; � ,��',..�4 � +SR=`s:. � j� `,�# :3.i� �R��. � "?� ',.�i� a`` r . � � �:` � 12 ... s. c .... •��s• •tir• •s� City of App�e Va��ey MEMO � Ciry Clerk's Office � TO: Mayor, City Council, and City Administrator FROM: Pamela J. Gackstetter, City Clerk DATE: February 9, 2015 SUBJECT: ORDINANCE AMENDING CHAPTER 115, REGULATING TOBACCO (Recommend Waiving Second Reading) Attached for your consideration is an ordinance amending Chapter 115 of the City Code entitled "Tobacco Regulations"regulating the sale of electronic delivery device liquids. The ordinance is being amended so it is consistent with new legislation requiring electronic delivery device liquids, more commonly known as e juice, to be sold in child-resistant packaging. Because the requirement already exists under state law, staff is recommending waiving of the second reading. The proposed ordinance was prepared by the City Attorney's office. Recommended Action Motion to waive the procedure for a second reading and pass the ordinance amending Chapter 115 entitled"Tobacco Regulations"regulating the sale of electronic delivery device liquids. �P.1 g Attachment CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 115 OF THE CITY CODE REGULATING SALE OF ELECTRpNIC DELIVERY DEVI�E LIQUIDS The City Council of Apple Valley ordains: Section 1. Chapter 115 of the Apple Valley City Code is hereby amended by adding § 115.14(F)to read as follows: § 115.14 UNLAWFUL SALE, PURCHASE OR POSSESSION. � � � (F) Child resistant packaging required. It is unlawful far a licensee hereunder to sell or offer to sell any liquid, whether or not such liquid contains nicotine, which is intended for human consumption and use in an electronic delivery device;that is not contained in"child-resistant packaging" as the term is defined and as is required in Minnesota Statutes, § 461.20. � � � Section 2. Effective date. This ordinance sha11 take effect upon its passage and the publication of its title. PASSED by the City Council this 12th day of February, 2015. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk :�: �. D ����. ���� ���. City of App�e Va��ey MEMO Public Works Department TO: Mayor, City Council and City Administrator FROM: George Dorn, Chief Building Official DATE: February 12,2015 SUBJECT: AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 150 OF THE CITY CODE ENTITLED "BUILDINGS; CONSTRUCTION" BY ANIENDING SECTION 150.01 REGARDING ADOPTION OF THE CURRENT MINNESOTA STATE BUILDING CODE — Second Reading and Action Attached for consideration is a proposed Ordinance adopting the revised Minnesota State Building Code. The change would amend ordinance 150A1 Section(B) in its entirety and revise Section (A) to adopt the Minnesota State Building Code, including all related chapters of Minnesota Rules and the optional Chapter 1306 subpart 3—Special Fire Protection System. The State of Minnesota is scheduled to adopted revisions to the building code governing building construction within the State. These new rules include several changes related to Code Administration, Energy Conservation Code for Existing Buildings, International Residential Code, Accessibility and Mechanical and Fuel Gas Codes. Municipalities within Minnesota are required to adopt the most current version of the State Building Codes. Recommended Action Motion Passing the Ordinance Amending Title XV, Chapter 150 Buildings; Construction, by Amending Section 150.01 Adopting the Current Minnesota State Building Code. GD:cg Attachments c: Todd Blomstrom CITY OF APPLE VALLEY ORDINANCE NO. - AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 150 OF THE CITY CODE ENTITLED "BUILDINGS; CONSTRUCTION"BY AMENDING SECTION 150.01 REGARDING ADOPTION OF THE CURRENT MINNESOTA STATE BUILDING CODE. The City Council of Apple Valley ordains: Section 1. Section 150.01 of the Apple Valley City Code is hereby amended to read as follows: § 150.01 BUILDING CODE ADOPTED BY REFERENCE; SCOPE. (A) The Minnesota State Building Code is adopted to provide a minimum level of building safety and construction quality. It is mandated by the state that cities adopt the code. The Minnesota State Building Code, includin�La11 related chapters of Minnesota Rules and the optional Chanter 1306 subpart 3 — Special Fire Protection System, and any amendments thereto established and adopted from time to time by the Minnesota Commissioner of Labor and Industrv, is herebv adopted by reference as though set forth verbatim herein °�*�'�'��'�°a r��r����r* �a c �� z�ti� ini �i,,.,,,,,.t, ���u �c� ��nn� „ra .,� ,,,.,o„aoa ��.o,.o„�o,. �e�.�.�. �� �", . . ), one copy of which is on file in the office of the City Clerk,� '�°r°'����-'�„*°-' �� *'�°'�,,;'a;r�- ��a° ��*'�°^;*�,�^a ; � a i, i. � r�o�o�.,., ;��o� ,,,,,-;,, �,�i ..... irvawwu uvivui v� ivivivuvv " . LB� rr�.o�nn� �a;�;,.,, „�,-�.o ��.,�o u,,;�a;�,.r„ao; „i„ao� ��.o�ii,...,;r,. ,.t,.,��o,.� „� �Li � l��f;,,,,o.,,,�., D„lo�. ii� ri..,,.,o,. i�nn T�r;rro���., u;,;�,a;�,. r�ao n a,,..;r;��,.,,�;,,,,. ��� �- > > , ��' i zni �,,;ia;,,,.n��c��-E���'t�ie� > > ������-0��t��o r�,,;�a•,,,�r,,,ao r � �; n� i � cv�cracav�s —�4�--���9��ec-��P�o� �c� r�.,,,..�o„ i znc n a ,,.�;,,r ,.���.o r„�o,..,.,�;�r.,i u,,;�,a;.,,�r�ao. �.,� ".�.��,.., > > > > �"� ��� r�,,,�,o,. i�n� �io.,,,��,.� „ a n i � a r� > ; p + i zn� n a r�;,,,, �+�o rr�o,.....�:,.,.,.i n,. •a �;,,i r„ao. O� tGTTJ�TjTiQV�7Ci�7TPrL12\+"�iCGr1SCCCIOZ2'CLTITCSI1TGTiL2CCrl7�'CC� ���.� �,�r,��,,,,o�,.�„ r,.r�o,..,.,�;,,,. r„ao �,.�.,;�+;r,.u,,;�a;�,.�� ii m r�,.,,.�o,. i�i c n a,,,.�;�,. ���t, �nnc �.r �• i �i ,-,.: � r a . > > ii i� ri..,r�e�-�-3ic,�--�-€�ie�gy=Aj��� ii�� ri..,��or i zzn �.,�t,,,,� c�,o��o,.�. �� � , ii�� r�..,,.�o,. i zzc �i�„a,.,.,,,,�r,.no,.,,i„�;,.��. �...� vuwlr�v � � (l.d� r�.,.,..�o„ i�n i r�t;rra�„�„ n,.,,o�.,;t,;i;��,r�av. �� .� ,,..wi.,,... ����, �.......��..�u��.> , ii c� r�,.,,.�o,. i zn� ��;rro „�., �ao,.�.,,r;,,,,� r,.a,. �� � , ii�� r��..,��o,. i zcn ��r.,,,,,�,.�,,,.oa u�,..,,�. �� � , ii�� r�...,,.�o,. i Ztin n,.o�t.,«,,.,�oa c�,..,,,ti,,.,.,,. � > > —{�-��--�a�����st��e�/�ea„i.,,.�,,;�a;..,��� �i�� r�,.,r�o,. i��n c�,....�, c�.oi�o,-� ��a.,,,,,�„�.,..oa u,,,,..o n.,,->>��• > > r�m ri,.,,.�0,.4�1�4i��� ; i�i� rt,,,,..�o,-� i z�� .,,,,a i��z r�;,.ro�,.�., �„o,.,..,r,.,ao � • Section 2. Effective Date. This ordinance shall take effect upon its passage and publication. PASSED by the City Council this_day of , 201_. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 150 OF THE CITY CODE ENTITLED `BUILDINGS; CONSTRUCTION" BY AMENDiNG SECTION 150.01 REGARDING ADOPTION OF THE CURRENT MINNESOTA STATE BUILDING CODE The City Council of Apple Valley ordains: Section 1. Section 150.01 of the Apple Valley City Code is hereby amended to read as follows: � � § 150.01 BUILDING CODE ADOPTED BY REFERENCE; SCOPE. (A) The Minnesota State Building Code is adopted to provide a minimum level of building safety and construction quality. It is mandated by the state that cities adopt the code. The Minnesota State Building Code, including all related chapters of Minnesota Rules and the optional Chapter 1306 subpart 3 —Special Fire Protection System, and any amendments thereto established and adopted from time to time by the Minnesota Commissioner of Labor and Industry, is hereby adopted by reference as though set forth verbatim herein, one copy of which is on file in the office of the City Clerk. Section 2. Effective Date. This ordinance shall take effect upon its passage and publication. PASSED by the City Council this_day of ,201_. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk . � s � � 2/12/2015 • STATE BUILDING CODE City Council Meeting February 12,2015 �� ��q� � Existing City Code §150.01 BUILDING CODE ADOPTED BY REFERENCE;SCOPE. (B) The 2007 Edition of the State Building Code includes the following chapters of Minnesota Rules: (1) Chapter 1300,Minnesota Building Code Administration; (2) Chapter 1301,Building Official Certificatiorr, (3) Chapter 1302,State Building Code Construction Approvals; (4) Chapter 1303,Special Provisions; (5) Chapter 1305,Adoption of the International Building Code; (6) Chapter 1306,Special Fire Protection Systems,with the selection of municipal option subpart 3: (7) Chapter 1307,Elevators and Related Devices, (8) Chapter 1309,Adoption of the Intemational Residential Code; (9) Chapter 1311,Minnesota Conservation Code for Existing Buildings; (10) Chapter 1315,Adoption of the 2005 National Electrical Code; (11) Chapter 1325,Solar Energy Systems, (12) Chapter 1330,Fallout Shelters; (13) Chapter 1335,Floodproofing Regulations; (14) Chapter 1341,Minnesota Accessibility Code; (15) Chapter 1346,Minnesota Mechanical Code; (16) Chapter 135Q Manufactured Homes, (17) Chapter 1360,Prefabricated Structures; (18) Chapter 1361,Industrialized/Modular Buildings; (19) Chapter 1370,Storm Shelters(Manufactured Home Parks); (20) Chapter 4715,Minnesota Plumbing Code;and (21) Chapters 1322 and 1323,Minnesota Energy Code. �:�? �� � 1 r 2/12/2015 � Proposed City Code Section 1. Section 150.01 of the Apple Valley City Code is hereby amended to read as follows: §150.01 BUILDING CODE ADOPTED BY REFERENCE; SCOPE. (A) The Minnesota State Building Code is adopted to provide a minimum level of building safety and construction quality. It is mandated by the state that cities adopt the code.The Minnesota State Building Code,including all related chapters of Minnesota Rules and the optional Chapter 1306 subpart 3 -Special Fire Protection System,and any amendments thereto established and adopted from time to time by the Minnesota Commissioner of Labor and Industry,is hereby adopted by reference as though set forth verbatim herein, one copy of which is on file in the office of the City Clerk. �s� avv� � Discussion and Questions � 2 ... S. � M�i• ����� •��• City o# App�e Va��ey MEMo City Clerk's Office T0: Mayor, City Council, and City Administrator FROM: Pamela J. Gackstetter, City Clerk ,DATE: February 9, 2015 SUBJECT: PLANNING COMMISSION VACANCY Planning Commissioner Brian Wasserman notified the City regarding his resignation from the Planning Commission. Staff suggests formal acceptance of Mr. Wasserman's resignation at this time. The Council may wish to extend an invitation to individuals interested in serving on the Planning Commission to submit an application to the City Clerk by March 31, 2015. An appointment could then be made in April. Recommended Action: Motion accepting Mr. Wasserman's resignation from the Planning Commission, directing staff to post the Planning Commission vacancy, and inviting individuals interested in serving on the Planning Commission to submit an application to the City Clerk by March 31, 2015. �PJg Attachment •�s •sr• sfsss •*sr •ss� City of App�� . : _ .. Va��ey MEMO City Clerk's Office CITY OF APPLE VALLEY ANNOUNCEMENT OF PLANNING COMMISSION VACANCY A vacancy currently exists on the City of Apple Valley's Planning Commission for a three-year term expiring March 1, 2017. The seven-member Planning Commission is a standing committee with the full power and responsibility to investigate issues relating to planning and land use. The Planning Commission discusses and evaluates development and building proposals, conditional use permit applications, variance requests,proposed changes to the Comprehensive Plan or zoning map, and related planning issues. The Planning Commission conducts public hearings, when necessary, and votes on recommendations;which are then sent to the City Council. The Planning Commission meets the first and third Wednesdays of the month, beginning at 7:00 p.m., at the Municipal Center. The City Council will fill this vacancy by appointment. Persons interested in submitting their names for consideration must file an application with the City Clerk by 4:30 p.m., Tuesday, March 31, 2015. Application forms are available on the City's website at www.citvofapplevalle �.�org or may be obtained at the office of the Apple Valley City Clerk, at 7100 147th Street W., Apple Valley, Minnesota 55124, or by calling 952-953-2506. DATED this 9th day of February, 2015. Pamela J. Gackstetter City Clerk 8. UPDATE City of MEMO City Clerk’s Office TO: Mayor, City Council, and City Administrator FROM: Stephanie Marschall, Deputy City Clerk DATE: February 11, 2015 SUBJECT: CALENDAR OF EVENTS Following are upcoming events for your calendars: Day/Date Time Location Event Wed./Feb. 11 8:00-9:00 a.m. 360 Communities Joint Chamber Coffee Connection Thur./Feb. 12 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Feb. 12 7:00 p.m. Municipal Center Regular City Council Meeting * Mon./Feb. 16 City Offices Closed President's Day Wed./Feb. 18 7:00 p.m. Municipal Center Planning Commission Galaxie Floor Thur./Feb. 19 4:30-6:30 p.m. Stores-Abbey Chamber Business After Hours Decorating Center Wed./Feb. 25 11:30 a.m.-1:00 p.m. Old Chicago Chamber Luncheon Thur./Feb. 26 7:00 p.m. Municipal Center Regular City Council Meeting * Valleywood Sat./Feb. 28 5:30 p.m. Fire Department Awards Banquet Clubhouse 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. R55CKR2 Li,�,�101 CITYOFAPf �LLEY 1/2� 17:28:53 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 9/25/2014 -- 1/30/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10249 7/23l2015 101365 ECM PUBLISHERS INC 292.50 LIQ-CHAMBER MEMBERSHIP DIREOCIU�35309 262842 175589 5005.6239 PRINTING LIQUOR GENERAL OPERATtONS 292.50 10250 1/23/2075 118481 STONEBROOKE EQUIPMENT 2,154.02 STR-MANIFOLD ASSY,CUTTING EDG 262836 34044 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANGE 2,154.02 10251 1/30/2015 100709 BATTERIES PLUS BULBS 129.98 BATTERIES FOR METER READER 00074768 259485 1710098101 5310.6215 EQUIPMENT-PARTS WATER METER RPRIREPLACE/READN� 20.16 AVCC-BATTERIES 00051826 263107 1710108601 1900.6215 EQUIPMENT-PARTS AV COMMUNITY CENTER 66.30 POL-BATTERIES 00051826 263107 1710108601 1200.6215 EQUIPMENT-PARTS POLICE MANAGEMENT 73.56 SHOP-BATTERIES 00051826 263107 1710108601 1530.6215 EQUIPMENT-PARTS 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PURCHASES 939.90 WINE#2 00000109 262933 5067376 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 125.00 TAX#2 00000109 262904 SD67377 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 2,186.00 LIQ#2 00000109 262919 5067378 5055.6510 LIQUOR UQUOR#2 STOCK PURCHASES 834.70 WINE#2 00000109 262934 5067379 5055.652� WINE LIQUOR#2 STOCK PURCHASES 642.60 WINE#3 00000109 262938 5067380 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 93.34- CMWINE#3 00000109 262939 5067380 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 20.99 BEER#3 00000109 262902 5067381 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,134.61 LIQ#3 00000109 262921 5067382 5085.6510 LIQUOR LiQUOR#3 STOCK PURCHASES 1,036.28 LIQ#3 00000109 262922 5067383 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 41.40 WINE#3 00000109 263223 5067384 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 125.00 TAX#3 00000109 262905 5067385 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,239.00 LIQ#3 00000109 262923 5067386 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 120.70 WINE#3 00000109 262941 5067387 5085.6520 WINE LiQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/28/2015 1728:53 Council Check Register by GL Page- 8 Council Check Register by invoice&Summary 9/25/2014 - 1/30/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261724 7/28I2075 100255 JOHNSON BROTHERS LIQUOR Continued.,. 367.50 LIQ#1 00000109 262911 5072304 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 105.00 WINE#1 00000109 262912 5072304 5015.6520 WINE LIQUOR#t STOCK PURCHASES 191.65 WINE#1 00000109 262929 5072305 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 145.35 LIQ#1 00000109 262913 5072306 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 212.25 LIQ#1 OOOD0109 262914 5072307 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 336.00 WINE#1 00000109 262930 5072308 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 36.00 WINE#2 00000109 262936 5072309 5055.6520 WINE LIQUOR#2 STOCK Pl1RCHASES 114.66 WINE#2 00000109 262937 5072310 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 47.84- CMWINE#1 ENTERED IN 2015 00000109 262942 509280 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 136.00- CMWINE#2 00000109 262935 571142 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 73.50- CMLIQ#3 ENTERED IN 2015 00000109 262924 613951 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 16.50- CMWINE#3 ENTERED IN 2014 00000109 262944 635500 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 35,113.76 261125 1128l2015 100021 M AMUNDSON LLP 40.80 TAX#2 00044390 263151 188678 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 379.85 NOTAX#2 00044390 263151 188678 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 420.65 261126 1/28/2015 100372 PAUSTIS&SONS 12.50 FREIGHT#2 00001291 263173 8482041 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 47.00 TAX#2 00001291 263173 8482041 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 576.00 WINE#2 00001291 263173 8482041 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#3 00001291 263175 8482042 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 295.97 WINE#3 00001291 263175 8482042 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.50 FREIGHT#1 00001291 263171 8482059 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 790.99 WINE#1 00001291 263171 8482059 5015.6520 WINE LIQUOR#t STOCK PURCHASES 3.75 FREIGHT#2 00001291 263174 8483777 5055.6550 FREIGHT ON RESALE MDSE IIQUOR#2 STOCK PURCHASES 309.00 WINE#2 00001291 263174 8483777 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 15.00 FREIGHT#3 00001291 263176 8483781 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 877.01 WINE#3 00001291 263176 8483781 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#1 00001291 263172 8483785 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 231.00 WINE#1 00001291 263172 8483785 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3,178.22 261127 1/2812015 100751 PHILLIPS WINE&SPIRITS INC 1,125.00 LIQ#1 00000106 262947 2725561 5015.6510 LIQUOR LIQUOR#1 STOCKPURCHASES 85.00- CMLIQ#1 00000106 262948 2725561 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,125.00 LIQ#3 00000106 262960 2725562 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 85.00- CMLIQ#3 00000106 262961 2725562 5085.6510 LIQUOR LIQUOR#3 S' 'URCHASES R55CKR2 Lt��iS101 CITY OF APF �LLEY 1/2. 1728:53 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 9/25/2014 -- 1/30/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261127 1/28/2015 100757 PHILLIPS WINE&SPIRITS INC Continued... 81.00 LIQ#2 00000106 262954 2725563 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1.00- CMLIQ#2 00000106 262955 2725563 5055.6510 LIQUOR �IQUOR#2 STOCK PURCHASES 162.00 LIQ#1 00000106 262949 2725564 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2.00- CMLIQ#1 00000106 262950 2725564 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,243.00 WINE#1 00000106 262968 2725565 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 81.00 LIQ#3 00000106 262962 2725566 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.00- LIQ#3 00000106 262963 2725566 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 4,702.19 LIQ#1 00000106 262951 2725567 5015.6510 LIQUOR �IQUOR#1 STOCK PURCHASES 77.70- CMLIQ#1 00000106 262952 2725567 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 147.95 WINE#1 00000106 262953 2725568 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 440.00 WINE#1 00000106 262969 2725569 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 88.00 WINEtt1 00000106 262970 2725570 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 474.80 WINE#2 00000106 262973 2725571 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,722.90 LIQ#2 00000106 262956 2725572 5055.6510 LiQUOR LIQUOR#2 STOCK PURCHASES 502.00 WINE#2 00000106 262975 2725574 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,416.00 WINE#3 00000106 262977 2725575 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4,677.60 LIQ#3 OOOD0106 262964 2725576 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 198.00- CMLIQ#3 00000106 262965 2725576 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 81.85 TAX#3 00000106 262945 2725577 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 20.00 NOTAX#3 00000106 262946 2725577 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 160.00 WINE#3 00000106 262978 2725578 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 249J6 WINE#2 00000106 262974 272573 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 540.00 LIQ#2 00000106 262958 2726593 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 540.00 LIQ#3 00000106 262966 2726594 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 72.00 WINE#1 00000106 262971 2728951 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 56.00 WINE#1 00000106 262972 2728952 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 49.00 LIQ#2 00000106 262959 2728953 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 96.00 WINE#2 00000106 262976 2728954 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 56.00 TAX#2 00000106 262967 2728955 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 112.00- CMWINE#3 00000106 262979 571137 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 49.00- LIQ#2 00000106 262957 571142 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 19,298.35 261128 1/28/2015 141325 ROOTSTOCK WINE CO 4.50 FREIGHT#3 00050755 262980 1416502 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 396.00 WINE#3 00050755 262980 1416502 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 400.50 261129 1/28/2015 144495 SMALL LOT MN 870.00 WINE#3 263149 1773 5085.6520 WINE LIQUOR#3 STOCK PURCHASES CITY OF APPLE VALLEY 1/28l2015 1728:53 R55CKR2 LOGIS101 Council Check Register by GL Page- 10 Council Check Register by invoice&Summary 9/25/2014 - 1/30/2015 Business Unit Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description _ _ Continued... 261129 1/2812015 144495 SMALL LOT MN 870.00 261130 1/2812015 145118 STEEL TOE BREWING,LLC 617.25 BEER#1 00051551 263152 4477 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 255.00 BEER#1 00051551 263153 4519 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 872.25 261131 1/28/2015 122010 VINOCOPIA 1.50 FREIGHT#7 00046257 262982 115688 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 120.00 LIQ#1 00046257 262982 115688 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 21.00 FREIGHT#1 00046257 262983 115689 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 831.63 WINE#1 00046257 262983 115689 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 48.00- CMWINE#1 00046257 262984 115689CM 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1.50 FREIGHT#2 00046257 262985 715937 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 105.50 WINE#2 00046257 262985 115937 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,033.13 � 261132 1/28l2015 100521 WINE MERCHANTS LIQUOR#3 STOCK PURCHASES 180.00- CMWINE#3 00022992 262998 571150 5085.6520 WINE 60.00- CMWINE#1 00022992 262991 572032 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 180.00- CMWINE#3 00022992 262995 572033 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 808.00 WINE#1 00022992 262990 7013730 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,002.50 WINE#2 00022992 262993 7013731 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,080.00 WINE#3 00022992 262994 7013732 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 184.00 WINE#1 00022992 262992 7015366 5015.6520 WINE LIQUOR t!1 STOCK PURCHASES 80.00 WINE#3 00022992 262996 7015367 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 976.00 WINE#3 00022992 262997 7015368 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,710.50 261133 1/2812075 100152 WIRTZ BEVERAGE MINNESOTA WINE&SPIRITS 12.65 FREIGHT#3 00001930 263193 1080273986 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,100.00 WINE#3 00001930 263193 1080273986 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 48.00 WINE#2 00001930 263190 1080274000 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.30 FREIGHT#2 00001930 263191 1080274002 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 244.00 WINE#2 00001930 263191 10802740D2 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.15 FREIGHT#1 00001930 263187 1080274095 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 104.00 WINE#1 00001930 263187 1080274095 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 19.55 FREIGHT#3 00001930 263194 1080279144 5085.6550 fREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,000.00 WINE#3 00001930 263194 1080279144 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 20.70 FREIGHT#2 00001930 263192 1080279278 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 ST 'URCHASES R55CKR2 L..���101 CITY OF AP� .�LLEY 1/2. ,1728:53 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 9/25/2014 - 1/30l2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261133 1/28/2015 700152 WIRTZ BEVERAGE MINNESOTA WINE&SPIRITS Continued... 2,096.00 WINE#2 00001930 263192 1080279278 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 48.00 WINE#1 00001930 263188 1080279282 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 16.10 FREIGHT#7 00001930 263189 1080279364 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 952.00 WINE#1 0000193D 263189 1080279364 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 26.00- CMWINE#1 00001930 263195 2080071209 5015.6520 WINE LiQUOR#1 STOCK PURCHASES 4.00- CMWINE#3 00001930 263196 2080071212 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6,634.45 261134 1/28/2075 100219 WIRT2 BEVERAGE MINNESOTA WiNE&SPIRITS 36.04 FREIGHT#3 00000105 263180 1080273985 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,444.15 LIQ#3 00000105 263180 1080273985 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 20.70 FREIGHT#2 00000105 263179 1080274001 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 27.09 TAX#2 00000105 263179 1080274001 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 1,665.75 LIQ#2 00000105 263179 1080274001 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 165.00- CMLIQ#1 00000105 263177 1080274094 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES � 1.15- CMFREIGHT#1 00000105 263177 1080274094 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES , 56.35 FREIGHT#1 00000105 263177 1080274094 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES II 139.49 TAX#1 00000105 263177 1080274094 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 4,322.52 LIQ#1 00000105 263177 1080274094 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2.30 FREIGHT#3 OOOD0105 263181 1080276588 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 346.66 LIQ#3 00000105 263181 1080276588 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 9.20 FREIGHT#1 00000105 263178 1080279283 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 36.00 TAX#1 00000105 263178 1080279283 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 586.00 LIQ#1 00000105 263178 1080279283 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 232.00- CMLIQ#1 00000105 263182 2080071216 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 72.00- CMLIQ#2 00000105 263184 2080071223 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 43.99- CMLIQ#3 00000105 263185 2080071226 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3.00- CMLIQ#1 00000105 263183 2080071230 5015.6510 IIQUOR LIQl10R#1 STOCK PURCHASES 72.00- CMLIQ#3 00000105 263186 2080071234 5085.6510 LIQl10R LIQUOR#3 STOCK PURCHASES 10,103.11 261135 1128/2015 737143 Z WINES 10.00 FREIGHT#3 00049968 262999 13623 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 340.00 WINE#3 00049968 262999 13623 5D85.6520 WINE LIQUOR#3 STOCK PURCHASES 350.00 261136 1/28/2016 101431 HEALTH FUND,THE 155.00 HEALTH FUND DEDUCTION 263090 127151148355 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 155.00 R55CKR2 LOGIS101 CITY OF APPIE VALLEY 1/28/2015 17:28:53 Council Check Register by GL Page- 12 Council Check Register by Invoice 8 Summary 9/25/2014 -- 1/30/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261137 1/28I2015 142866 HEALTHPARTNERS Continued... 1,079.10 CONSULT/ADM FEES 263200 54211221 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 1,079.10 261138 1/28/2015 119353 MADISON NATIONAL LIFE INS CO INC 231.40 STD FEES 263199 12D055410 102�.6235 CONSULTANT SERVICES HUMAN RESOURCES 2,872.24 LTD INSURANCE 263199 120055410 9000.2113 ACCRUED LTD PAYROLL CLEARING BAL SHEET 3,103.64 261139 1128l2015 118834 OPEN YOUR HEART 147_50 OPEN YOUR HEART DEDUCTION 263091 127151148356 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 147.50 261140 1/2812015 121974 BATT,MIKE 100.00 FIRESCHOOL-MANKATO-BATT 262161 201501t4 1310.6278 SUBSISTENCEALLOWANCE FIRETRAINING 100.00 261141 1/28l2015 137984 BORASH,PETER J 150.00 MRWA WTR TECH CONF BORASH 262159 20150114 5315.6278 SUBSISTENCE ALLOWANCE WP,TER TRAINING/SCHOOLlMEETINGS 150.00 261142 1/28/2015 120400 BRENNO,GARRON D 149.98 PK-BOOTS 263135 20150114 1710.6261 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 149.98 261143 7/28/2015 100541 DINGMAN,ROGER P 150.00 MRWAWTRTECHCONF-DINGMAN 262157 20150114 5315.6278 SUBSISTENCEALLOWANCE WATERTRAINING/SCHOOL/MEETINGS 150.00 261144 7/28/2015 102026 ENDRES,MICHAEL J 30.00 PK-JEANS 263137 20150120 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 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00035397 263220 566515�N 5120.6249 OTHER CONTRACTUAL SERVICES GOLF KITCHEN 146.68 261206 1/28/2075 100489 UNIFORMS UNLIMITED 416.49 UNIFORM/ACCESSORIES-B BOOTH 262854 225690 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 416.49 261207 7/28/2015 142204 WERNER IMPLEMENT CO.,INC 1,245.00- STR-CREDIT#350 263044 47760 1630.fi215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 155.00 PK-GUARD,LATCH,VALVE 00075473 263042 53647 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 2,025.02 PK CUTTING EDGE,GREASE FITTIN 263043 53921 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 935.02 261208 1/28/2075 100296 WIRTZ BEVERAGE MIN-BEER INC 265.55 GOLF-KTN BEER 263141 1090345466 5120.6419 GOLF-BEER GOLF KITCHEN 83.20 GOLF-KTN BEER 00011037 263142 1090348755 5120.6419 GOLF-BEER GOLF KITCHEN 348J5 261209 712812015 100363 XCEL ENERGY 76.49 SL LIGHTS ELECTRIC-147TH&JCR 263134 442048254 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 76.49 261210 7I28/2075 100528 ZIEGLER INC 205.55 FUEL LINE/DOOR ROD CLIP#352 00035447 263221 PC001633019 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAWTENANCE 205.55 20140946 9(25@014 137533 DCA TITLE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/28/2015 17:28:53 Councii Check Register by GL Page- 24 Council Check Register by Invoice&Summary 9l25/2014 — 1/30/2015 - Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20140946 912512014 737533 DCA TITLE Continued... 72,350.00 FLOOD MITIG-13812 HOLYOKE PATH 262845 20140925 5552.6810 2012149D CONSTRUCTION IN PROGRESS CONSTRUCTION PROJECTS 72,350.00 20740947 9/2512014 137533 DCA TITLE 74,2D0.00 FLOOD MITIG-13933 HOLYOKE CT 262847 20140925 5552.6810 2012149D CONSTRUCTION IN PROGRESS CONSTRUCTION PROJECTS 74,200.00 20140948 9125/2014 137533 DCA TITLE 107,295.00 FLOOD MITIG-13910 HOLYOKE PATH 262846 20140925 5552.6810 2D12149D CONSTRUCTION IN PROGRESS CONSTRUCTION PROJECTS 107,295.00 20141046 10I3012014 737533 DCA 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ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 21.11 RSSCKR2 Li.��o101 CITYOFAPI 1LLEY 1/2. 1728:53 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 9/25/2014 -- 1/30/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20150142 7/301201b 122314 MN DEPT OP REVENUE(C) Continued... 20150143 1/3012015 100455 AFFINITY PLUS FEDERAL CREDIT UNION 1,631.09 CREDIT UNION DEDUCT 263088 127151148353 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,631.09 20150144 113012015 729576 US BANK 21.52 POLICE PEHRA FUNDING-COMP 263094 127151148359 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 249.33 SERGEANT PEHRA FUNDING-GROSS W 263094 127151148359 9000.2120 ACCRUED BENEFIT LtABILITY PAYROLL CLEARING BAL SHEET 775.48 SERGEANT PEHRA FUNDING-ANNUAL 263094 127151148359 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 949.54 POLICE PEHRA FUNDING-ANNUAI LE 263094 127151148359 9000.2120 ACCRUED BENEFIT LIA8ILITY PAYROLL CLEARING BAL SHEET 1,145.70 POLICE PEHRA FUNDING-GROSS WAG 263094 127151148359 9000.2120 ACCRUED BENEFIT IIABILITY PAYROLL CLEARING BAL SHEET 3,141.57 20750145 1/30/2015 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT I 27,363.51 PLAN#301171 FULL-TIME ICMA 263084 127151148351 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 27,363.51 20150146 1/30/2015 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 810.00 PLAN#705481 ROTH IRA 263092 127151148357 9000.2120 ACCRUED BENEFIT LIABIL�TY PAYROLL CLEARING BAL SHEET 810.00 20150147 1/30/2015 144790 ING-MN DCP 1,025.00 PLAN#650251 MN DCP 263086 1271511483511 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,025.00 20150148 1/3012075 100392 PUBLIC EMPIOYEES RETIREMENTASSOCIATION 44,390.37 EMPLOYEE SHARE PERA 263087 127151148352 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 58,196.39 CITY SHARE PERA 263087 127151148352 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 102,586.76 20150149 7/30/2015 129b53 US BANK 3,066.11 HSA FUNDWG-EMPLOYEE CONTRIB 263093 127151148358 9000.2125 ACCRUED HSAlHRA BENEFIT PAYROLL CLEARING BAL SHEET I 3,066.11 20150150 1I2912075 130957 GENESIS EMPLOYEE BENEFITS INC 1,522J8 FLEX SPENDING MEDICAL-2014 263225 150105N 9000.2119 ACCRUED FLEX SPENDING PAYROLL CIEARING BAL SHEET 5,528.00 FLEX SPENDING DAYCARE-2014 263226 1501050 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 7,050.78 1,591,313.40 Grand Total Payment Instrument Totals R55CKR2 LOGIS101 CITY OF APPLE VALLEY 1/28/2015 17:28:53 Council Check Register by GL Page- 26 Council Check Register by Invoice 8 Summary 9/25/2014 — 1/30l2015 Check# Date Amount Supplier/Explanation PO# Doc No inv No Account No Subledger Account Description Business Unit 1,591,313.40 Grand Total Payment Instrument Totals Checks 1,252,423.97 EFT Payments 328,917.08 , � A/PACH Payment _ 9,972.35 Total Payments 1,591,313.40 0���' i � �� �r� `�ti R55CKS2 Lc�<,�S100 CITY OF APF iLLEY 1/2. 1729:00 Council Check Summary Page- 1 9/25/2014 - 1/30/2015 Company Amount 01000 GENERAL FUND 86,615.09 02010 CABLE TV RESERVE FUND 581.34 02060 POLICE CRIME FUND 1,995.00 02090 14200 CEDAR AVE-OLD CITY HALL 2,004.97 04500 CONSTRUCTION PROJECTS 11,145.00 05000 LIQUOR FUND 131,412.99 05100 GOLF FUND 4,857.90 05200 ARENA FUND 14,278.63 05300 WATER&SEWER FUND 549,974.07 05500 STORM DRAINAGE UTILITY FUND 2,977.63 05550 GONSTRUCTION PROJECTS 396,545.00 05600 CEMETERY FUND LEVEL PROGRAM 72.46 05800 STREET L�GHT UTIL FUND 33,684.62 07000 LODGING TAX FUND 5,957.94 07100 INSURANCE TRUST DENTAL FUND 1,079.10 07200 RISK MANAGEMENT/INSURANCE FUND 740.96 07400 VERF-POLICE 5,087.32 09000 PAYROLL CLEARING FUND 342,303.38 Report Totals 1,591,313.40 RSSCKR2 Lv.:�iS100 CITY OF AP� ,� ALLEY 2/5, 928:17 Council Check Register by GL Page- 1 Council Check Register and Summary 1/512015 -- 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit - - 10260 2/6/2015 100107 ACE HARDWARE 5.98 CH-FURN CASTER 263460 62118 1060.6229 GENERAI SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 25.96 CH-BOLTS,WIRE BRUSH 263461 62192 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 3.20- CH-DISCOUNT 263462 1060.6333 GENERAL-CASH DISCOUNTS MUNICIPAL BLDG&GROUNDS MNTC 27.46 POL-TIRE PROTECTANT,OIL SOAP 263463 62275 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 2.75- POL-DISCOUNT 263464 62275 1210.6333 GENERAL-CASH DISCOUNTS POLICE FIELD OPERATIONS/PATROL 11.54 IA1-NUTS/BOLTS,BATTE42Y TERMIN 263465 62124 5210.6215 EQUIPMENT-PARTS ' ARENA 1 BUILDING MAINTENANCE 21.48 4A1-DISTILLED WATER 263466 62283 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 7.99 IA1-AA BATTERIES 263467 62378 5210.6215 EQUIPMENT-PARTS ARENA 1 BUILDING MAfNTENANCE 39.01 IAi-CAR WASH,CLEANING SUPPLIE 263468 62378 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 8.00- IA1-DISCOUNT 263469 5205.6333 GENERAL-CASH DISCOUNTS ARENA 1 MANAGEMENT 2.10 HCSGSCREWS 263470 62312 1920.6229 GENERAL SUPPLIES SENIOR CENTER 34.98 PK-SPRAY PAINT,THREADLOCKER 263471 62201 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 9.99 PK-HOLE SAW 263472 62229 1715.6211 SMALL TOOLS&EQUIPMENT PARKATHLETIC FIELD MAINTENANC 2.98 PK-COUPLE BLK RED 2634�3 62266 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 7.85 PK-EPDXY 263474 62381 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAWTENANCE 17.97 PK-FUSION,SAFETY ORANGE 263475 62406 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 7.60- PK-DISCOUNT 263476 1710.6333 GENERAL-CASH DISCOUNTS PARK MAINTENANCE MANAGEMENT 4.99 UTIL-VELCRO FOR CAMERAVAN 263477 62106 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/RP 14.98 UTIL-NUTS/BOLTS,LINK 263478 62166 5390.6229 GENERAI SUPPLIES SWR EQUIPNEHICLE MISC MNTC/RP 5.44 UTIL-NUTS/BOLTS,LINK 263479 62191 5390.6229 GENERAL SUPPLIES SWR EQUIPNEHICLE MISC MNTC/RP 7.99 UTIL-LITHIUM BATTERY 263480 62282 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 7.99 UTIL-LITHIUM BATTERY 263481 62284 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 10.47 UTIL-CYL PROPANE 263482 62355 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 10.47- UTIL-CREDIT,CYL PROPANE 263483 62356 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 3.49 UTIL-CYL PROPANE 263484 62357 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 20.48 UTIL-MINI SLEEVE ANC 263485 62366 5325.6229 GENERAL SUPPLIES WP�TER TREATMENT FCLTY MNTC/RPR 16.99 UTIL-PADLOCK 263486 62353 5320.6229 GENERAL SUPPLIES WATER WELVBOOSTER STN MNT/RPR 47.89 UTIL-SPRAY PAINT 263487 62410 5325.6229 GENERAL SUPPL�ES WATER TREATMENT FCLTY MNTC/RPR 13.03- UTIL-DISCOUNT 263488 5305.6333 GENERAL-CASH DISCOUNTS WATER MGMT/REPORTlDATA ENTRY 120.93 FIRE-SHOVELS,BROOMS 263489 62153 1340.6211 SMALL TOOLS&EQUIPMENT FIRE BLDG&GROUNDS MNTC 5.03 FIRE-KEYS 263490 62163 1340.6211 SMALL TOOLS&EQUIPMENT FIRE BLDG&GROUNDS MNTC 14.99 FIRE-SCREWDRIVER RATCHET 263491 62167 1320.6211 SMALL TOOLS&EQUIPMENT FIRE PREVENTION 14.99- FIRE-CREDIT,SCREWDRIVER RATCH 263492 62176 1320.6211 SMALL TOOLS&EQUIPMENT FIRE PREVENTION 26.45 FIRE-SALT WATER PELLETS 263493 62396 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 9.98 FIRE-SPRING LINK ZINC 263494 62354 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 2.00 FIRE-CHAIN,NUTS/80LTS 263495 62219 1340.6215 EQUIPMENT-PARTS FIRE BLDG&GROUNDS MNTC 31J4 FIRE-SALT WATER PELLETS 263496 62400 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 9.49 FIRE-BOX OUTLET 263497 62409 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 29.99 FIRE-CABLE COAX 263498 62417 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/5/2015 928:17 Council Check Register by GL Pa9e- 2 Council Check Register and Summary 1/5/2015 - 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10260 2/6/2015 700101 ACE HARDWARE Continued... 269.99 FIRE-FIBERGLASS LADDER 263499 62412 1340.6211 SMALL TOOLS&EQUIPMENT FIRE BLDG&GROUNDS MNTC 29.77 FIRE-STORAGE,NUTS/BOLTS 263500 62412 1340.6229 GENERAL SUPPLIES F�RE BLDG&GROUNDS MNTC 53.54- FIRE-DISCOUNT 263501 1300.6333 GENERAL-CASH DISCOUNTS FIRE MANAGEMENT 79278 10261 2/6/2075 100037 APPLE VALLEY COLLISION INC 3,452.47 POL-RPR REAR DAMAGE SQUAD#46 263264 38504 7205.6399 OTHER CHARGES RISK MANAGEMENTS/INSURANCE 3,452.47 10262 2/6/2015 100709 BATTERIES PLUS BULBS 25.90 FIRE-6V LEAD BATTERIES 00035612 263268 17331720 1340.6215 EQUIPMENT-PARTS FIRE BLDG&GROUNDS MNTC 25.90 10263 2/6/2015 101562 CDW GOVERNMENT INC 50,536.91 IT-STORAGE AREA NETV�(ORK REPL 263305 RP65361 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 50,536.91 10264 2/6/2015 137874 HEDBERG,RON 75.90 FIN-MILEAGE HEDBERG 263451 20150126 1035.6277 MILEAGE/AUTOALLOWANCE FINANCE 80.00 GFOA INVEST REPORTING HEDBERG 263451 20150126 1035.6275 SCHOOLS/CONFERENCES/EXP LOCAL FINANCE 155.90 10265 2/6I2015 103314 INNOVATIVE OFFICE SOLUTIONS 2.25 ACC DOCUMENT FRAME 00040444 263233 IN0668979 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 71.44 POL-MISC OFFICE SUPPLIES 0004b473 263234 IN0675592 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 123.20 LIQ2-MISC CLEANING SUPPLIES 00040444 263235 IN0684425 5065.6229 GENERAL SUPPLIES LiQUOR#2 OPERATIONS 7.37 POL-DATE STAMP 00040473 263236 IN0688560 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 204.26 10266 2/6/2015 118481 STONEBROOKE EQUIPMENT 360.47 STR-HYD ANGLE CYLINDER 263502 34120 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 360.47 STR-HYD ANGLE CYLINDER 263503 34244 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 236.38 STR-SPOOL VALVE,4-WAY,2-POSI 263504 34266 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,055.00 STR-CUTTING EDGE KIT(2) 263505 34341 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 2,012.32 261211 2/4/2015 140415 ALTISOURCE SOLUTIONS 21.70 REF OVPMT UTIL-12600 DRFTWD CT 263259 20150128 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 21.70 , . . , . � R55CKR2 L._,�100 CITY OF AP� Ii; iLLEY 2/5. 9:28:17 Council Check Register by GL Page- 3 Council Check Register and Summary 1/5/2015 - 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261212 2/4l2015 147362 PRUITT,WILLIAM Continued... 10.01 REF OVPMT UTIL-15875 GRANADAA 263260 20150128 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 10.01 261213 2/4/2015 121648 WEI,HAIHUA 48:80 REF OVPMT UTIL-6856 158TH ST W 263261 20150128 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 48.80 261214 2/4/2015 119726 EXTREME BEVERAGES LLC 456.00 TAX#1 00043761 263507 W1098598 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 146.90 TAX#1 00043761 263508 W1112810 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 456.00 TAX#2 00043761 263509 W1103095 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 1,058.90 261215 2/4/2015 100255 JOHNSON BROTHERS LIQUOR 20.99 BEER#3 00000109 263522 5077145 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 41.35 TAX#1 00000109 263523 5082040 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 82.70 NOTAX#1 00000109 263524 5082040 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 248.00 LtQ#1 00000109 263525 5077131 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 227.25 LIQ#1 00000109 263526 5077133 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 133.50- CMLIQ#1 00000109 263527 653172 5015.6510 LIQUOR LIQUOR#t STOCK PURCHASES 752.19 LIQ#1 00000109 263528 5077134 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 243.50 LIQ#1 00000109 263529 5078695 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,619.33 LIQ#1 00000109 263530 5082038 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES . 7,520.27 LIQ#1 00000109 263531 5082041 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 874.00 LIQ#1 00000109 263532 5082044 5015:6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,980.68 LIQ#1 00000109 263533 5082046 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 118.09 LIQ#2 00000109 263534 5077141 5055.6510 UQUOR LIQUOR#2 STOCK PURCHASES 2,502.92 LIQ#2 00000109 263535 5082048 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 360.53 LIQ#2 00000109 263536 5082049 5055:6510 LIQUOR UQUOR#2 STOCK PURCHASES 1,050.OQ LIQ#2 00000109 263537 5082051 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 710.56 LIQ#2 00000109 263538 5082053 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 7.80- CMLIQ#2 00000109 263539 5082053 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 91.59 -LIQ#3 00000109 263540 5077146 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 248.00 LIQ#3 00000109 263541 5082037 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 4,872.08 LIQ#3 00000109 263542 5082055 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 115.35 LIQ#3 00000109 263543 5082056 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 480.00 LIQ#3 00000109 263544 5082058 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,888.43 LIQ#3 00000109 263545 5082060 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 20.00- CMLIQ#1 00000109 263546 511410 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 977.47 WINE#1 00000109 263547 5077132 5015.6520 WINE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/5I2015 928:17 Council Check Register by GL Page- 4 Council Check Register and Summary 1/5/2015 - 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261215 2/4/2015 100255 JOHNSON BROTHERS LIQUOR Continued... 145.50 WINE#1 00000109 263548 5077135 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,242.80 WINE#1 00000109 263549 5077138 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,632.83 WINE#1 00000109 263550 5082039 5015.6520 WINE LIQUOR#1 ST`OCK PURCHASES 5,910.10 WINE#1 00000109 263551 5082045 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 35.90- CMVNNE#1 00000109 263552 5082045 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,438.05 WINE#1 00000109 263553 5082047 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,569.60 WINE#2 00000109 263554 5077136 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3.15- CMWINE#2 00000109 263555 5077136 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 104.00 WINE#2 00000109 263556 5077139 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,181.06 WINE#2 00000109 263557 5077140 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,256.85 CMWINE#2 00000109 263558 5077142 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,018.34 WINE#2 00000109 263559 5082050 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,631.15 WINE#2 00000109 263560 5082052 5055.6520 WiNE LIQUOR#2 STOCK PURCHASES 52.60 WINE#2 00000109 263561 5082054 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 298.60 WINE#3 00000109 263562 5077137 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 104.00 WINE#3 00000109 263563 5077143 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 444.94 WINE#3 00000109 263564 5077144 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,631.28 WINE#3 00000109 263565 5082057 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,440.15 WINE#3 00000109 263566 5082059 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 170.20 WINE#3 00000109 263567 5082061 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.99- CMVNNE#7 00000109 263568 511409 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 52,080.99 261216 2/4/2016 100751 PHILLIPS WINE 8 SPIRITS INC 73.00 NOTAX#1 00000106 263510 2732116 5015.6545 NON-TAXABLE MISC fOR RESALE LIQUOR#1 STOCK PURCHASES 2,367.18 LIQ#1 00000106 263511 2735406 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 216.00 LIQ#2 00000106 263512 2735407 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 203.00 LIQ#3 00000106 263513 2732122 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,327.00 LIQ#3 00000106 263514 2735408 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 47.00- CMLIQ#3 00000106 263515 2735408 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 355.00 WINE#1 00000106 263516 2732112 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,066.42 WINE#1 00000106 263517 2732115 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 589.00 WINE#2 00000106 263518 2732118 5055.6520 1MNE LIQUOR#2 STOCK PURCHASES 697.40 WINE#2 00000106 263519 2732119 5055.6520 1MNE LIQUOR#2 STOCK PURCHASES 618.00 WINE#3 00000106 263520 2732120 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,978.40 WINE#3 00000106 263521 2732121 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10,443.40 261217 2/4/2015 747369 SPORTSMAN'S REDNECK JUICE 108.00 NOTAX#1 00051851 263506 116 i ' S015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 S °URCHASES RSSCKR2 L<,.,��100 CITY OF API ,II� .LLEY 2/5�, 928:17 Council Check Register by GL Page- 5 Council Check Register and Summary 1/5/2015 - 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261217 2/4/2015 747369 SPORTSMAN'S REDNECK JUICE Continued... 108.00 261218 2/4l2015 120609 DAUBANTON,BRUCE J 60.00 STR-JEANS DAUBANTON 263456 20150117 1600.6281 UNIFORM/CLOTHINGALLOWANCE STREET MANAGEMENT 60.00 261279 2/4/2D15 100206 GOODWIN,THOMAS C 156.24 MILEAGE 2014-GOODWIN 263232 20141113 1005.6277 MILEAGE/AUTO ALLOWANCE MAYOR/CITY COUNCIL 156.24 261220 214/2015 127557 JENSEN,JOSH D 53.98 STR-JEANS JENSEN 263455 20150122 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 53.98 261221 2/4/2015 144490 REED,ALEXANDER N 7.07 IT-MILEAGE JAN REED 263270 20150123 1030.6277 MILEAGE/AUTO ALLOWANCE INFORMATION TECHNOLOGY 7.07 261222 2/4/2075 110368 360 COMMUNITIES 270.00 POL-360 COMMUNITIES LUNCHEOf�0075279 263363 20150116 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 270.00 261223 2/4/2015 709187 AA EQUIPMENT CO 168.33 LIQ1-ADJ WALK-IN COOLER DOORS00072521 263267 7030 5025.6266 REPAIRS-BUILDING LIQUOR#1 OPERATIONS 10.83- 00072521 263262 7030 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 157.50 261224 2/4/2015 744459 ADVANCED IMAGING SOLUTIONS 63.42 GOLF COPIER MAINT JAN 263352 INV65804 5105.6265 REPAIRS-EQUIPMENT GOLF MANAGEMENT 63.42 261225 2/4l2015 144865 AMAZING ATHLETES OF SOUTHWEST METRO 215.00 REC-AMAZING ATHLETES/TOTS CL,�0�076233 263263 1391 1875.6249 OTHER CONTRACTUAL SERVICES REC PRESCHOOL PROGRAMS 215.00 261226 2/4/2015 100018 AMERICAN PLANNING ASSN 245.00 DEV-APA MEMB CAT E 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143.00 FIRE-MISC REPAIRS TO GEARS 00076339 263292 1082015 1330.6265 REPAIRS-EQUIPMENT FIRE OPERATIONS R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/5/2015 9:28:17 Council Check Register by GL Page- 16 Council Check Register and Summary 1/5l2015 — 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subiedger Account Description Business Unit 261280 2l4/2015 128973 MIKE'S SHOE REPAIR INC Continued... 181.00 261281 2/4/2075 100573 MN CHIEFS OF POLICE ASSN 320.00 POL DUES 2015-RECHTZIGEL 263446 2015 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 130.00 POL DUES-2015-BERMEL 263447 20150203 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 450.00 261282 2/4/2015 145070 MN HOCKEY OISTRICT 8 165.00 GOLF-AD IN PROGRAM 00076055 263241 20141222 5105.6239 PRINTING GOLF MANAGEMENT 165.00 261283 2/4I2015 118891 MN JUVENILE OFFICERS ASSOCIATION 25.00 MNJOA CONF-DULUTH PLANTZ 263302 20150204 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 25.00 267284 2/4/2015 112900 MN ZOO 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GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT Supplier 147374 MENARDSANTIGO 23.85 POL-SCREWDRIVER SET,OUTLET 3a0075277 263772 1215.6211 SMALL TOOLS&EQUIPMENT POLICE DETECTIVE UNIT 1.59 POL-USE TAXADJ 00075277 263773 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 1.59- POL-USE TAX ADJ 00075277 263774 1215.6211 SMALL TOOLS&EQUIPMENT POLICE DETECTIVE UNIT 126.99 GOLF-LIGHTS,ORNAMENTS 263775 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING .31 GOLF-USE TAX ADJ 263776 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET .31- GOLF-USE TAX ADJ 263777 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING Supplier 100309 MENARDS 17.12 GOLF-CANDLES 263778 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING Supplier 100748 MICHAELS 200.00 HR-2015 ANNUAL DUES HAAS 00067982 263779 1020.6280 DUES 8 SUBSCRIPTIONS HUMAN RESOURCES 299.00 NPELRA LABOR RELATIONS HAAS 263780 1020.6275 SCHOOLS/CONFERENCES/EXP LOCAL HUMAN RESOURCES Supplier 142514 NPELRA 82.72 IA1-ORY ERASE WALL CALENDARS 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263800 5303.6351 VISAlBANK CHARGES UTILITY BILLING 18.25 INSP-CC PROCESSING BLD INSP 263801 1400.6351 VISA/BANK CHARGES INSPECTIONS MANAGEMENT Supplier 139988 PAYPAL 40.00 FIRE-2015 MEMBERSHIP THOMPSODID076336 263802 1300.6280 DUES&SUBSCRIPTIONS FIRE MANAGEMENT Supplier 100547 MEMA 49.11 FIRE-LUNCH FOR TRAINING SESSIO)0076329 263803 1310.6275 SCHOOLS/CONFERENCES/EXP LOCAL FIRE TRAINING R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2!5/2015 9:28:17 Council Check Register by GL Page- 26 + Council Check Register and Summary 1!5/2015 - 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20150152 1119/2015 120679 U S BANK P CARD Continued... .10 FIRE-USE TAXADJ 00076329 263804 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET .10- FIRE-USE TAXADJ 00076329 263805 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING Supplier 126248 RAISING CANE'S 496.00 HELP DESK LICENSE MAINT THRU 2 263806 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY Supplier 143931 SOLARWINDS 360.00 CLASS IN MANKATO RUSSELL 263807 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING Supplier �02383 SOUTH CENTRAL COLLEGE 31.18 REC-LIL CHEF SUPPLIES,WINTER 00075378 263808 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 101.67 GOLF-BANQUET DECOR 00076019 263809 5110.6229 GENERAL SUPPLIES GOLF CIUBHOUSE BUILDING .24 GOLF-USE TAX ADJ 00076019 263810 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET .Z4- GOLF-USE TAXADJ 00076019 263811 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING Supplier 100463 TARGET STORES • 11.00 POL-MISC TOOLS 00070222 263812 1200.6211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT .73 POL-USE TAX ADJ 00070222 263813 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET .73- POL-USE TAX ADJ 00070222 263814 1200.6211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT 40.65 AVCC-GLUE,EMERGENCY LIGHT 00072490 263815 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 2.70 AVCC-USE TAX ADJ 00072490 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7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 4,466.34 20150154 1/20/2015 100873 HEALTHPARTNERS 2,883.61 DENTAL CLAIMS 1!8/15-01/14/15 263256 20150114 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 2,883.61 20150201 2121201b 742967 US BANK 920.85 HRANEBA FUNDING-SCHAUM 263204 150103 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 920.85 20150202 2/2/2015 100657 MN DEPT OF REVENUE 24,678.93 PAYROLL STATE TAX 263202 150103G 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 24,678.93 20150203 2/2/2015 102664 ANCHOR BANK 62,209.23 FEDERAL TAXES PR 263203 1501038 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 24,189.02 EMPLOYEE FICA 263203 1501036 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 24,189.02 CITY SHARE FICA 263203 1501036 9000.2111 ACCRUEDFEDERAL/FICA PAYROLL CLEARING BAL SHEET 8,221.82 EMPLOYEE MEDICARE 263203 1501036 9000.2111 ACCRUED FEDERAUFICA PAYROLL CLEARING BAL SHEET 8,221.82 CITY SHARE MEDICARE 263203 1501038 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 127,030.91 20150204 2/2/2015 100873 HEALTHPARTNERS 6,932.55 DENTAL CLAIMS 1/22/15-1l28/15 263258 20150128 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 6,932.55 20150205 2/6/2015 130957 GENESIS EMPLOYEE BENEFITS INC 95.48 FLEX SPENDING MEDICAL-2014 263932 150201N 9000.2119 ACCRUED FLEX SPENDING PAYROLLCLEARING BAL SHEET 95.48 20150206 2!6/2015 130957 GENESIS EMPLOYEE BENEFITS INC 90.29 FLEX SPENDING MEDICAL-2015 263933 150201 NN 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 90.29 518,284.82 Grend Total Payment Instrument Totals R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/5/2015 9:28:17 Council Check Register by GL Page- 28 Council Check Register and Summary 1/5/2015 — 2/6/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 518,284.82 Grand Total Payment Instrument Totals Checks 273,699.60 <��"`� ��� EFT Payments 187,404.68 �� A/PACH Payment 57,180.54 '�� / Total Payments 518,284.82 �� 1� ,v � I ' f M CITY OF APl� i� �� R55CKS2 Lu-..��100 j .1LLEY 2/5i: 9:28:25 Council Check Summary Page- 1 1/5/2015 - 2/6/2015 Company Amount 01000 GENERAL FUND 169,414.41 02010 CABLE TV RESERVE FUND 922.40 02090 14200 CEDAR AVE-OLD CITY HALL 1,933.94 03205 CLOSED SA BOND ISSUES 4,987.60 03220 TIF BONDS OF 1985,$560,000 905.93 04500 CONSTRUCTION PROJECTS 9,762.44 04715 20121MPROVEMENTS 1,782.03 05000 IIQUOR FUND 65,511.80 05100 GOLF FUND 7,428.11 05200 ARENA FUND 6,442.00 05300 WATER&SEWER Fl1ND 64,261.77 05500 STORM DRAINAGE UTILITY FUND 12,294.41 05550 CONSTRUCTION PROJECTS 42.31 05800 STREET LIGHT UTIL FUND 1,346.34 07100 INSURANCE TRUST DENTAL FUND 14,282.50 07200 RISK MANAGEMENT/INSURANCE FUND 4,150.37 09000 PAYROLL CLEARING FUND 152,816.46 Report Totals 518,284.82 RS5CKR2 L�.u��100 CITY OF APF. :{LLEY 2!1: 1725:39 Council Check Register by GL Page- 1 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10267 2/13/2015 145130 1 CLEAN CONSCIENCE 420.00 FIRE-CLEANWG SERVICE JAN 264199 30 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 420.00 10268 2/13l2015 700016 AMERICAN EXCELSIOR 573.68 PK-ARCHERY BALES 00051840 263975 ID48281 1745.6229 GENERAL SUPPLIES PARK CRT/GAME AREA MAINTENANCE 573.68 10269 2/13/2015 100709 BATTERIES PLUS BULBS 15.95 BATTERY-PORTABLE GENERATOR 00075567 263979 17329096 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 31.90 BATTERIES-PORTABLE GENERATOfD0075567 263981 17331719 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 18.48 STR-BATTERIES 00051814 264065 17329828 1600.6215 EQUIPMENT-PARTS STREET MANAGEMENT 6726 FIN-BATTERIES 00051814 264065 17329828 1035.6215 EQUIPMENT-PARTS FINANCE 4.17 GOLF-BATTERIES 00051814 264065 17329828 5105.6215 EQUtPMENT-PARTS GOLF MANAGEMENT 3.36 UTIL-BATTERIES 00051814 264065 17329828 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC .27- 00051814 264065 17329828 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 140.85 10270 2M3/207b 700071 BOYER TRUCKS 28.63 STR-FILTER#314 00035173 264020 930022 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 28.63 10271 2/13/2015 100828 BREUER,SCOTTA 23.00 REGMILEAGE JAN BREUER 263966 20150120 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT 23.00 10272 2/73/2075 700087 CARLSON,JULIE G 6.82 FIN-MILEAGE OCT-DEC 2013 263939 20141231 1035.6277 MILEAGE/AUTO ALLOWANCE FINANCE 28.00 FIN-MILEAGE A/P USER MTGNOV 2 263939 20141231 1035.6275 SCHOOLS/CONFERENCES/EXP LOCAL FINANCE 27.34 FIN-MILEAGE FEB-DEC 2014 263939 20141231 1035.6277 MILEAGE/AUTOALLOWANCE FINANCE 65,63 FIN-MILEAGE MAY,NOV,DEC 2014 263939 20141231 1035.6275 SCHOOLS/CONFERENCES/EXP LOCAL FINANCE 127.79 70273 2/13/2015 100102 COLLEGE CITY BEVERAGE 4,224.75 BEER#1 00000114 264253 434968 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 594.30 BEER#1 00000114 264254 434969 5015.6530 BEER LIQUOR#1 STOCK 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264258 16909 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 209.50 BEER#1 00000114 264259 17�016 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 60.00- CMBEER#1 00000114 264260 131710 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 4,252.85 BEER#1 00000114 264261 435025 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 18.55 TAX#1 00000114 264261 435025 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 108.40 WINE#1 00000114 264261 435025 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 213.80- CMBEER#1 00000114 264261 435025 5015.6530 BEER LIQUOR#1 STOCK PURCHASES ` 731.80 BEER#1 00000114 264262 435028 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 740.20- CMBEER#1 00000114 264262 435028 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 4,630.74 BEER#1 00000114 264263 435046 5015.6530 BEER LIQUOR#t STOCK PURCHASES 502.60 BEER#1 00000114 264264 435048 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 624.17- CMBEER�t1 00000114 264264 435048 5015.6530 BEER LIQUOR#t STOCK PURCHASES 4.20- CMBEER#1 00000114 264265 17190 5075.6530 BEER LIQUOR#t STOCKPURCHASES 1.50- CMBEER#1 00000114 264266 17191 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 8,291.15 BEER#1 00000114 264267 354165 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 765.00 BEER#1 00000114 264268 354166 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 919.19- CMBEER#1 00000114 264268 354166 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 6.39- CMBEER#1 00000114 264269 17321 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 94.00 BEER#2 00000114 264270 16785 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 236.40- CMBEER#2 00000114 264270 16785 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 773.90 BEER#2 00000114 264271 434977 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 50.75- CMBEER#2 00000114 264271 434977 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 2,181.95 BEER#2 00000114 264272 435004 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 24.60- CMBEER#2 00000114 264272 435004 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 140.80 BEER#2 00000114 264273 435008 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 178.05- CMBEER#2 00000114 264273 435008 5055.6530 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Supplier/Expianation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10273 2/1312016 100102 COLLEGE CITY BEVERAGE Continued... 2,137.35 BEER#3 00000114 264279 434994 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 136.60- CMBEER#3 00000114 264279 434994 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 100.30 BEER#3 00000114 264280 434997 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 133.40- CMBEER#3 00000114 264280 434997 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 78.00 BEER#3 00000114 264281 16908 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 251.30- CMBEER#3 00000114 264281 96908 5085.6530 BEER UQUOR#3 STOCK PURCHASES 1,357.05 BEER#3 00000114 264282 435024 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 28.00- CMBEER#3 00000114 264282 435024 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,081.60 BEER#3 00000114 264283 435029 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,335.70- CMBEER#3 00000114 264283 435029 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1'S.95- CMTAX#3 00000114 264283 435029 5085.6540 TAXABLE 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BEER LIQUOR#3 STOCK PURCHASES 924.25- CMBEER#3 00000114 264285 435049 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,290.00 BEER#3 00000114 264286 17206 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,264.80- CMBEER#3 00000114 264286 17206 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,428.50 BEER#3 00000114 264287 354170 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 245.95 BEER#3 00000114 264288 354171 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 400.60- CMBEER#3 00000114 264288 354171 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 42,998.63 70274 2/73/2015 179052 CUSTOM HOSE TECH INC 189.56 STR-MISC HYD FITTINGS 00049940 263982 77760 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,455.59 STR-BRAIDED HYD HOSE 00049940 264025 77808 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 1,645.15 10275 2/13/2015 100491 GREATER TWIN CITIES UNITED WAY 81.50 UNITED WAY DEDUCTION 264171 210151146025 9000.2120 ACCRUED BENEFIT LIAB�LITY PAYROLL CLEARING BAL SHEET 81.50 10276 2/13/2015 103314 INNOVATIVE OFFICE 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Council Check Register by GL Page- 4 Council Check Register and Summary 2/6I2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10276 2/13/2015 103314 INNOVATIVE OFFICE SOLUTIONS Continued... 56.75 FIN-MISC OFFICE SUPPLIES 00040444 264304 IN0703703 1035.6210 OFFICE SUPPLIES FINANCE 44.20 LIQ1-MISC OFFICE SUPPLIES 00040444 264305 IN0703706 5025.6210 OFFICE SUPPLIES LIQUOR#t OPERATIONS 69.14 LIQ1-MISC GENERAL SUPPLIES 00040444 264305 IN0703706 5025.6229 GENERAL SUPPL�ES LIQUOR#1 OPERATIONS 36.49 HR-BADGES D0040444 264306 IN0705759 1020.6210 OFFICE SUPPLIES HUMAN RESOURCES 2J6 HCSC-GAUZE PAD 00040444 264307 IN0705760 1920.6229 GENERAL SUPPUES SENIOR CENTER 20.82 POL CUSTOM NOTARY STAMP 00040473 264308 IN0705952 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 19.97 AVCC-PENCIL/STAPLER 00040444 264309 IN0707038 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 108.24 AVCC-BUCKET WITH WRINGER 00040444 264309 IN0707036 1900.6229 GENERAL SUPPLIES AV COMMUN�TY CENTER 26.31 AVCC-PACKAGING TAPES 00040444 264310 IN0707974 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 13.88 AVCC-TAPES 00040444 264311 IN0707976 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 7.08 POOL-MAGNUM/PAINT MARKER 00040444 264311 IN0707976 1930.6210 OFFICE SUPPLIES REDWOOD POOL 98.98 AVCC-MISC CLEANING SUPPLIES 00040444 264312 IN0710526 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 7.37- POL DATE STAMP CREDIT 00040473 264313 SCN028167 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 65.40- CODE-RETURNED PENS CREDIT 00040444 264314 SCN028168 1013.6210 OFFICE SUPPLIES CODE ENFORCEMENT 24.24 INSP-POCKET FILES 00040444 264315 IN0710652 1400.6210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 53.12 ENG-POCKET FILES 00040444 264315 IN0710652 1510.6210 OFFICE SUPPLIES PW ENGINEERING&TECHNICAL 64.12 FIN-MISC OFFICE SUPPLIES 00040444 264315 IN0710652 1035.6210 OFFICE SUPPLIES FINANCE 1,395.08 R 10277 2/13/2015 102103 M/AASSOCIATES 33.75 FIRE-TURKS HEAD BOWL BRUSH 263984 7991 1340.6211 SMALI TOOLS&EQUIPMENT FIRE BLDG&GROUNDS MNTC 483.61 FIRE-VACUUM BAGS/BRUSH/HANDLE 263985 8018 1340.6211 SMALL TOOLS&EQUIPMENT FIRE BLDG&GROUNDS MNTC 517.36 10278 2/13/2015 738249 MINNESOTA ENVIRONMENTAL FUND 65.50 MINNESOTA ENVIRONMENTAL FUND 264166 2101511460213 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 65.50 10279 2/7312015 118834 OPEN YOUR HEART 147.50 OPEN YOUR HEART DEDUCTION 264175 210151146029 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 147.50 10280 2/13@015 103014 PADGETT,MARCIE D 44.53 REGMILEAGE JAN PADGETT 263965 20150130 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT 44.53 10281 2/13/2015 100393 PUMP&METER SERVICE INC 60.61 SHOP-HOSE STOP 00035198 264028 22939-24305S0 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 228.00 REPROG TANK MIRRORICLEANED�35198 264029 324644 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 288.61 � - I RSSCKR2 Li.c�iS100 CITY OF APF :�LLEY 2/1'� 1725:39 Couneil Check Register by GL Page- 5 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10281 2/13/2015 100393 PUMP 8 METER SERVICE INC Continued... 10282 2/13/2015 100395 R&R SPECIALTIES OF WISCONSIN INC ' � 18.15 (A1-SHARPEN ZAMBONI BLADES 00035403 264040 56568IN 5215.6268 REPAIRS-EQUIPMENT ARENA 1 EQUIPMENT MAINTENANCE 18.15 IA2-SHARPEN ZAMBONI BLADES 00035403 264040 565681N 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 17.25 IA1-SHARPEN ZAMBONI BLADES 00035403 264041 565671N 5215.6265 REPAIRS-EQUIPMENT ARENA 1 EQUIPMENT MAINTENANCE 17.25 IA2-SHARPEN ZAMBONI BLADES 00035403 264041 565671N 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 18.15 IA1-SHARPEN ZAMBONI BLADES 00035403 264042 567271N 5215.6265 REPAIRS-EQUIPMENT ARENA 1 EQUIPMENT MAINTENANCE 18.15 IA2-SHARPEN ZAMBONI BLADES 00035403 264042 567271N 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 17.25 IA1-SHARPEN ZAMBONI BLADES 00035403 264043 567281N 5215.6265 REPAIRS-EQUIPMENT ARENA 1 EGIUIPMENT MAINTENANCE 17.25 IA2-SHARPEN ZAMBONI BLADES 00035403 264043 567281N 5270.6265 REPAIRS-EQUIPMENT ARENA2 EQUIPMENT MAINT-HAYES 141.60 70283 2/13/2075 118481 STONEBROOKE EQUIPMENT 196.19 UTIL-HYD RAM#418 264024 34482 5390.6215 EQUIPMENT-PARTS SWR EQUIP/VEHICLE MISC MNTC/RP 196.19 10284 2/13/2015 101226 STREAMLINE DESIGN INC 254.75 FALL/WINTER MEN'S BSKTL SHIRTS 263969 35002 1870.6229 GENERAL SUPPLIES REC BASKETBALL 254.75 10285 2/13/2015 118830 UHL COMPANY,INC. 408.50 UTIL-TROUBLESHOOT WTP BOILER - 263989 32445 5325.6265 2012108W REPAIRS-EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 408.50 10286 2/13I2015 100496 VAN PAPER CO 382.53 BAGS#1 T 00008795 264156 338609 5025.6229 GENERALSUPPLIES LIQUOR#1 OPERATIONS 3.83- DISCT#1 00008795 264156 338609 5025.6333 GENERAL-CASH DISCOUNTS L�QUOR#1 OPERATIONS 47.59 BAGS#2 00008795 ' 264157 338552 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS .48- DISCT#2 00008795 264157 338552 5065.6333 GENERAL-CASH DISCOUNTS LIQUOR#2 OPERATIONS 425.81 70287 2/13/201b 121767 VARNER TRANSPORTATION 426.80 FREIGHT#1 00045995 264089 29382 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 36.30 FREIGHT#1 00045995 264090 29396 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 119.90 FREIC�HT#1 00045995 264091 29407 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 477.40 FREIC>HT#1 00045995 264092 29418 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 240.90 FREIGHT#2 00045995 264093 29384 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 8.80 FREIGHT#2 00045995 264094 29398 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 139.70 FREIGHT#2 00045995 264095 29408 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 132.00 FREIGHTt�2 00045995 264096 29420 5055.6550 FREIGHT ON RESALE MDSE IIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 1725:39 Council Check Register by GL Page- 6 Council Check Register and Summary , 2/6/2015 — 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 10287 2/13/2015 121767 VARNER TRANSPORTATION Continued... 195.80 FREIGHT#3 00045995 264097 29383 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 24.20 FREIGHT#3 00045995 264098 29397 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 104.50 FREIGHT#3 00045995 264099 29409 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 204.60 FREIGHT#3 00045995 264100 29419 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,110.90 261316 2/6/2015 110219 MULCAHY COMPANY 28,500.00 IA1 CONDENSER-FINAL PAY 263938 272341 5200.1720.180 BUILDINGS-15 YRS ARENA FUND BALANCE SHEET 28,500.00- CORRECTING ENTRY 263938 272341 5200.1720.180 BUILDINGS-15 YRS ARENA FUND BALANCE SHEET 28,500.00 IA1 CONDENSER-FINAL PAY 263938 272341 5200.1720.180 BUILDINGS-15 YRS ARENA FUND BALANCE SHEET 28,500.00 261317 2/11/2075 147471 BMO HARRIS BANK NA 10.00 REF OVPMT UTIL-884 REDWELL LN 264200 20150205 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 10.00 261318 2/11/2075 147472 CARLSON,GREGORY 13.71 REF OVPMT UTIL-15743 FREMONT W 264201 20150205 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 13.71 261319 2/11/2015 147473 FALCONE,JAMES 75.00 REF OVPMT UTIL-12830 FOLIAGE A 264202 20150205 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 75.00 261320 2/11/2015 147414 FRICK,JOHN 484.53 REF OVPMT UTIL-232 CTY RD 42 264203 20150205 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 484.53 261327 2/11/2015 118886 ISD 196 258.38 REF OVPMT UTIL-5800 149TH ST W 264204 20150205 5301.4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE 258.38 261322 2/71/2015 147415 JANSEN,RICHARD C 26.69 REF OVPMT UTIL-13540 GUILD AVE 264205 20150205 5301.4997 WATER/SEWER ACCT REFUNDS WATER 8 SEWER FUND REVENUE 26.69 267323 2/1112015 147416 ROMINE,CHRISTOPHER 124.84 REF OVPMT UTIL-15838 HARWELLA 264206 20150205 5301.4997 WATERlSEWERACCT REFUNDS WATER&SEWER FUND REVENUE 124.84 , , R55CKR2 LGviS100 CITYOFAPF., ..�LLEY 2/1`� 1725:39 Council Check Register by Gl Page- 7 Council Check Register and Summary 2/6/2015 - 2l13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261324 2/1712015 144685 AM CRAFT SPIRITS INC Continued... 262.32 TAX#1 00051504 264066 6976 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 262.63 TAX#3 00051504 264067 6975 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 524.95 . 261326 2/11/2015 100360 ARCTIC GLACIER INC 73.90 NO TAX#1 � 00002202 264207 462502001 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 32.00 NO TAX#2 00002202 264208 436501504 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 79.80 NO TAX#2 00002202 264209 385502709 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 57.60 NO TAX#3 00002202 264210 436502807 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 243.30 261326 2/11/2015 738336 BERNICK'S BEVERAGE 51.20 TAX#1 00050356 264068 192597 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 20.00 NOTAX#1 00050356 264069 192597 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 340.95 BEER#1 00050356 264070 192598 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.00- CMBEER#1 FIXED 00050356 264071 192598 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 20.00 TAX#2 00050356 264072 192599 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 20.00 NOTAX#2 00050356 264073 192599 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 384.00 BEER#2 00050356 264074 192600 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 355.00 TAX#3 00050356 264075 192601 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,161.15 261327 2/11/2016 143123 BOOM ISLAND BREWING COMPANY,LLC 396.00 BEER#3 00051132 264238 3258 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 396.00 261328 2J11/2015 143314 CLEAR RIVER BEVERAGE CO 1,592.90 BEER#3 00051160 264239 153946 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 180.00- CMBEER#3 00051160 264239 153946 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,412.90 261329 2/17/2015 100314 COCA-COLA REFRESHMENTS USA,INC 458.06 TAX#1 00000122 264076 108488912 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 28.38 NOTAX#1 00000122 264077 108488912 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 944.62 TAX#1 00000122 264078 188442314 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 15.60 NOTAX#1 00000122 264079 188442314 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 233.80 TAX#2 00000122 264080 148454823 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 9.60- CMTAX#2 00000122 264081 148454824 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 478- CMTAX#2 00000122 264082 748454825 5055.6540 TAXABLE MISC FOR RESALE LIQt10R#2 STOCK PURCHASES 159.84 TAX#3 00000122 264083 148455323 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 172539 Council Check Register by GL Page- 8 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261329 2/11/2075 700314 COCA-COLA REFRESHMENTS USA,INC Continued... 16.08 NOTAX#3 00000122 264084 148455323 5085.6545 NON-TAXABIE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 14.44- CMTAX#3 00000122 264085 148455324 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 1,827.56 261330 2/11/2015 100133 DAY DISTRIBUTING CO 642.25 BEER#1 00000115 264244 787354 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 10.80- CMBEER#1 00000115 264244 787354 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,865.85 BEER#1 00000115 264245 788175 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 75.81- CMBEER#1 00000115 264245 788175 5015,6530 BEER LIQUOR#1 STOCK PURCHASES 1,904.40 BEER#1 00000115 264246 398 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.00- CMBEER#1 00000115 264246 398 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 555.50 BEER#2 00000115 264247 787215 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 19.20 TAX#2 00000115 264247 787215 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 583.35 BEER#2 00000115 264248 788083 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,925.30 BEER#3 00000115 264249 787216 5085.6530 BEER IIQUOR#3 STOCK PURCHASES 86.40- CMBEER#3 00000115 264249 787216 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 134.00 BEER#3 00000115 264250 787703 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 906.70 BEER#3 00000115 264251 788112 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 47.52- CMBEER#3 00000115 264251 788112 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,194.10 BEER#3 00000115 264252 789134 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 24.60 fAX#3 00000115 264252 789134 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 9,504.72 261331 2/77/2015 100231 HOHENSTEINS INC 316.00 BEER#1 00005574 264211 740807 5015.6530 BEER IIQUOR#1 STOCK PURCHASES 15.00- CMBEER#1 00005574 264212 200971 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 28.87- CMBEER#1 00005574 264213 200833 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 829.00 BEER#1 00005574 264214 741832 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 103.49- CMBEER#1 00005574 264215 200815 5015.6530 BEER LIQUOR#1 STOCKPURCHASES 1,362.25 BEER#1 00005574 264216 742982 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 81.00- BEER#1 00005574 264217 200884 5015.6530 BEER LIQUOR#t STOCK PURCHASES 400.50 BEER#1 00005574 264218 744054 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 45.00 BEER#1 00005574 264219 745116 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 519.50 BEER#1 00005574 264220 745179 5015.6530 • BEER LIQUOR#1 STOCK PURCHASES 30.25- CNIBEER#1 00005574 264221 200893 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,056.00 BEER�1 00005574 264222 7463?5 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 94.08- CMBEER#1 00005574 264223 199912 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 145.00 BEER#2 00005574 264224 740744 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 24.00- CMBEER#2 00005574 264225 200832 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 162.00 BEER#2 00005574 264226 741831 5055.6530 BEER LIQUOR#2 S' PURCHASES R55CKR2 L� _.,100 CITYOFAPF :ILEY 2/1'i 17:25:39 Council Check Register by GL Page- 9 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261331 2l11/2015 700231 HOHENSTEINS INC CoMinued... 108.00 BEER#2 00005574 264227 742997 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 420.00 BEER#2 00005574 264228 742981 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 226.00 BEER#2 00005574 264229 744053 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 250.00 BEER#2 00005574 264230 745177 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 664.40 BEER#3 00005574 264231 740801 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 51.00- CMBEER#3 00005574 264232 200831 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 679.00 BEER#3 00005574 264233 741830 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 1,217.00 BEER#3 00005574 264234 742980 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 291.00 BEER#3 00005574 264235 744052 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 76.00- CMBEER#3 00005574 264236 200885 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 730.50 BEER#3 00005574 264237 745176 5085:6530 BEER LIQUOR#3 STOCK PURCHASES 8,917.46 261332 2/11/2075 144088 INDEED BREWING CO 237.00 BEER#1 00051420 264240 25766 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 13.50- CMBEER#1 00051420 264240 25766 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 9D.00 BEER#2 00051420 264241 25817 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 313.50 261333 2/17/2015 100013 J J TAYLOR DISTRIBUTING CO OF MN 2,289.85 BEER#1 00000116 264134 2310358 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 38.80 NOTAX#1 00000116 264134 2310358 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,255.45 BEER#1 00000116 264135 2299105 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 16.00 TAX#1 00000116 264135 2299105 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 24.91- CMBEER#1 00000116 264135 2299105 5015:6530 BEER LIQUOR#t STOCK PURCHASES 206.00 BEER#1 00000116 264136 2299110 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,420.15 BEER#1 00000116 264137 2323026 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 264137 2323026 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 264137 2323026 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 5,137.80 BEER#1 00000116 264138 2323073 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 16.00 TAX#1 00000116 264138 2323073 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 83.40 NOTAX#1 00000116 264138 2323073 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 66.51- CMBEER#1 00000116 264138 2323073 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 264138 2323073 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 264138 2323073 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 223.00 BEER#1 00000116 264139 2323072 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 264139 2323072 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#t STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 264139 2323072 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#t STOCK PURCHASES 285.60 BEER#1 00000116 264140 2323090 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00000116 264140 2323090 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 172539 Council Check Register by GL Page- 10 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261333 2/17/2015 100013 J J TAYLOR DISTRIBUTING CO OF MN Continued... 3.00- CMFREIGHT#1 00000116 264140 2323090 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 4,066.15 BEER#1 00000116 264141 2323105 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 38.80 TAX#1 00000116 264141 2323105 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 11.20- CMBEER#1 00000116 264141 2323105 5015.6530 BEER LIQUOR#1 STOCKPURCHASES 3.00 FREIGHT#1 00000116 264141 2323105 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.00- CMFREIGHT#1 00000116 264141 2323105 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 112.25 BEER#1 00000116 264142 2305938 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 158.00- CMBEER#1 00000116 264142 2305938 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,647.25 BEER#2 00000116 264143 23t0346 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 38.80 NOTAX#2 00000116 264143 2310346 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 264143 2310346 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264143 2310346 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,681.95 BEER#2 00000116 264144 2310383 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 16.00 TAX#2 00000116 264144 2310383 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 44.60 NOTAX#2 00000116 264144 2310383 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 264144 2310383 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264144 2310383 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 39.60 BEER#2 00000116 264145 2310388 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 78,40- CMBEER#2 00000116 264145 2310388 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 264145 2310388 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264145 2310388 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 89.60 BEER#2 00000116 264146 2299125 5055.6530 BEER LIGIUOR#2STOCI<PURCHASES 3.00 FREIGHT#2 00000116 264146 2299125 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264146 2299125 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 78.40 BEER#2 00000116 26414T 2300466 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 89.60- CMBEER#2 00000116 264147 2300466 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,305.25 BEER#2 00000116 264148 2323023 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 38.80 NOTAXt�2 00000116 264148 2323023 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.00 CMBEER#2 00000116 264148 2323023 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264148 2323023 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,880.60 BEER#2 00000116 264149 2323062 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 132.00 TAX#2 00000116 264149 2323062 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 264149 2323062 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264149 2323062 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,076.15 BEER#2 00000116 264150 2323101 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 13.16- CMBEER#2 00000116 264150 2323101 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3.00 FREIGHT#2 00000116 264150 2323101 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3.00- CMFREIGHT#2 00000116 264150 2323101 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,649.84 BEER#3 00000116 264151 2310344 5085.6530 BEER LIQUOR#3 STO�K PURCHASES R55CKR2 Lo�iS100 CITYOFAPF,_ .ALCEY 2/1-� �17:25:39 Council Check Register by GL Page- 11 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261333 2/17/2015 100013 J J TAYLOR DISTRIBUTING CO OF MN Continued... 38.80 NOTAX#3 00000116 264151 2310344 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 264151 2310344 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 264151 231034A 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURGHASES 2,925.51 BEER#3 00000116 264152 2310382 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 264152 2310382 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES - 3.00- CMFREIGHT#3 00000116 264152 2310382 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,624.36 BEER#3 000�0116 264153 2323022 5085.6530 BEER LtQUOR#3 STOCK PURCHASES 38.80 NOTAX#3 00000116 264153 2323022 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 6.15- CMBEER#3 000001t6 264153 2323022 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 264153 2323022 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 264153 2323022 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,161.35 BEER#3 00000116 264154 2323061 5085.6530 BEER L�QUOR#3 STOCK PURCHASES 20.85 TAX#3 00000116 264154 2323061 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 83.40 NOTAX#3 00000116 264154 2323061 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00000116 264154 2323061 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 264154 2323061 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,981.30 BEER#3 00000116 264155 2323100 5085.6530 BEER LIQUOR#3 STOCK PURGHASES 16,00 TAX#3 00000116 264155 2323100 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 24.60- CMBEER#3 00000116 264155 2323100 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT�i3 00000116 264155 2323100 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3.00- CMFREIGHT#3 00000116 264155 2323100 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 39,325.93 261334 2111/2015 100021 M AMUNDSON LLP 47.40 TAX#3 00044390 264242 189400 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 868.97 NOTAX#3 00044390 264242 189400 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 916.37 261335 2/17/2015 100374 PEPSI-COLA COMPANY 150.60 TAX#1 00002171 264086 49581705 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 190.30 TAX#2 00002171 264087 73499065 5055.654� TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 362.40 TAX#3 00002171 264088 73499058 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 703.30 261336 2/77/2015 100524 SOUTHERN WINE 8 SPIRITS OF MN LLC 5,242.29 LIQ#1 00050756 264101 1242949 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6,226.48 LIQ#1 00050756 264102 1249752 5015.6510 I:IQUOR LIQUOR#1 STOCK PURCHASES 1,410.00 WINE#1 00050756 264103 1242950 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 52.00- CMWINE#1 00050756 264104 1242950 5015.6520 WINE LIQUOR#1 STOCK PURCHASE5 296.00 WINE#1 00050756 264105 1242951 5015.6520 WINE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 17:25:39 Council Check Register by GL Page- 12 Council Check Register and Summary 2/6l2015 - 2/13/2015 Check# Date. Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261336 2/71/2015 100524 SOUTHERN WINE&SPIRITS OF MN LLC Continued... 296.00 WINE#1 00050756 264106 1247450 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 344.00 WINE#1 00050756 264107 1247451 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,897.11 WINE#1 00050756 264108 1249753 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 44.25- CMLIQ#1 00050756 264109 9049754 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,939.08 LIQ#2 00050756 264110 1242953 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 206.14 LIQ#2 00050756 264111 1247454 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,750.77 LIQ#2 00050756 264112 1249755 5055.6510 LIQUOR LIQUOR�t2 STOCK PURCHASES 580.00 WINE#2 00050756 264113 1242954 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 200.00 WINE#2 00050756 264114 1242955 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 410.00 WINE#2 00050756 264115 1247452 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 308.00 WINE#2 00050756 264116 1247453 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 9.00- CMLIQ#2 00050756 264117 9049755 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 152.54 NOTAX#3 00050756 264118 1249783 5085.6545 NON-TAXABLE M�SC FOR RESALE LIQUOR#3 STOCK PURCHASES 2,947.27 LIQ#3 00050756 264119 1242978 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 222.00- CMLIQ#3 00050756 264120 1242978 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 103.50 LIQ#3 00050756 264121 1247480 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,3Q7.95 LIQ#3 00050756 264122 1249781 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 276.00 WINE#3 00050756 264123 1242979' 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 432.00 WINE#3 00050756 264124 1242980 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 228.00 WINE#3 00050756 264125 1242981 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 640.00 WINE#3 00050756 264126 1242982 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,010.00 WINE#3 00050756 264127 1245273 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 596.00 WINE#3 00050756 264128 1245275 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 336.00 WWE#3 00050756 264129 1245276 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 632.00 WINE#3 00050756 264130 1245277 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,096.00 WINE#3 00050756 264131 1247481 5085.6520 WINE LIQUOR#3 STOCK PURCHASES � 396.00 WINE#3 00050756 264132 1249782 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 42.00- CMLIQ#3 00050756 264133 9049759 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 35,889.88 261337 2/17/2015 100199 TOP SHELF SUPPLY INC 123.49 TAX#1 00024781 264243 81505 5015:6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES .09- CMTAX#1 00024781 264243 81505 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 123.40 261338 2/11/2075 101431 HEALTH FUND,THE 155.00 HEALTH FUND DEDUCTION 264174 210151146028 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 155.00 261339 2/11' 700279 LAW ENFORCEMENT LABOR SERVICES R55CKR2 L�:.�iS100 CITYOFAPt .�LLEY 2/1 1725:39 Council Check Register by GL Page- 13 a Council Check Register and Summary 2/6/2015 -. 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261339 2/11/2015 100279 LAW ENFORCEMENT LABOR SERVICES Continued... 423,00 SERGEANT(#243)UNION DUES 264168 210151146022 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CIEARING B,4L SHEET 1,739.00 POLICE(#71)UNION DUES 264168 210151146022 9000.2120 ACCRUED BENEFIT LIABILITY - PAYROLL CLEARING BAL SHEET 2,162.00 261340 2/11/2015 144003 BERNSTEIN,BARRY 95.45 REC-MILEAGE JAN BERNSTEIN 264032 20150126 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT 95.45 261341 2/11/2015 100065 BLOMMEL JOHNSON,CAROL A 20.00 NOTARY COMMISSION-REC W/CTY 264019 20150130 5605.6280 DUES R SUBSCRIPTIONS CEMETERY 20.00 261342 2/77I2015 700198 GETTING,JON A 82.94 STR-BOOTS 264035 20150202 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 82.94 ' 261343 2/71l2015 146201 MCCOLLUM,MICHAEL 4.82 IT-MILEAGE JAN MCCOLLUM 264D31 20150126 1030.6277 MILEAGE/AUTOAL�OWANCE INFORMATION TECHNOLOGY 4.82 261344 2/11/2015 103348 PLANTZ,BRIAN 315.57 MNJOA CONF ST CLOUD PLANTZ 264158 20150129 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 315.57 261345 2/11/2015 145132 ALLINA HEALTH 710.00 FIRE-ANNUAL PHYSICALS&ON SIT 263940 269067037 1300.6235 CONSULTANT SERVICES FIRE MANAGEMENT 710.00 261346 2/71/2075 700968 ALPHA VIDEO 8 AUDIO INC 5,007.25 HD VIDEO/AUDIO TELECAST SYS FN 264159 SYSINV010615D6 4802.6740 CAPITAL OUTLAY-MACH/EQ/OTHER CABLE CAPITAL EQUIPMENT-PEG 5,00725 261347 2/71/2015 700039 APPLE VALLEY FORD 293.91 POL VEHICLE LEASE-FEB 264001 20150211 1215.6310 RENTAL EXPENSE POLICE DETECTIVE UNIT 45.00 SHOP FILTERS 00035168 264002 336136 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 20.28 FIRE GASKET&ELEMENT#4995 00035168 264003 336061 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 278.22 FIRE HORN SWITCH-#4995 00035168 264004 335657 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 637.41 261348 2/11/2015 10�747 ARAMARK UNIFORM SERVICES INC CITY OF APPLE VALLEY 2/11/2015 17:2539 R55CKR2 LOGIS100 Council Check Register by GL Page- 14 Council Check Register and$ummary 2/6/2015 - 2/13I2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261348 2/11/2015 100747 ARAMARK UNIFORM SERVICES INC Continued... 30.13 SHOP-UNIFORM RENT FEB 00046863 264044 6298160602 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 30.14 STR-UNIFORM RENT FEB 00046863 264044 6298160602 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 30.14 PK-UNIFORM RENT FEB 00046863 264044 6298160602 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 30.14 UTIL-UNIFORM RENT FEB D0046863 264044 6298160602 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 120.55 261349 2/11/2015 100054 BAUER BUILT INC 189.29 STR-REPAIR TIRES 00035172 263957 180156179 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 189.29 FIRE-REPAIR TIRES 00035172 263957 180156179 1350.6265 REPAIRS-EQUIPMENT FIRE VEHICLE MAINTENANCE 378.58 261350 2/11/2015 100207 BDI GOPHER BEARING 295.83 PK-TIMKEN BEARING 00075956 263977 6288996 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 295.83 261351 2/11/2015 121014 BUCKEYE CLEANING CENTER 321.89 VACUUM&BAGS 263968 864806 1930.6211 SMALL TOOLS&EQUIPMENT REDWOOD POOL 297.89 HCSC-PACER VACUUM/BAGS 00075877 264014 864807 1920.6229 GENERAL SUPPLIES SENIOR CENTER 619.78 261352 2/11/2015 103470 CENTURYCOLLEGE 1,390.00 POL-LAW ENFORCEMENT TRAINING 264013 567600 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 1,390.00 261353 2/11/2015 701327 CHIEF SUPPLY CORPORATION 341.08 POL-MONOSHOCK RAM 00076126 264012 206118 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 341.08 261354 2/11/2015 702507 COMPIETE COOLING SERVICES 407.40 STR-RPR RADIATOR#324 00041048 264022 21416 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 407.40 261355 2/11/2015 101790 CONTROLS&METERS INC 2,787.02 METER HEAD REPL W/TRANSMITTER 264034 22431 5320.6265 REPAIRS-EQUIPMENT WATER WELL/BOOSTER STN MNT/RPR 2,787.02 261356 2/11/201� 143990 DAKOTACOUNTY 250.00 EXCAV PERMIT-HYDRANT RPR 263948 7105 5330.6399 OTHER CHARGES IN�R MAIN/HYDRANT/CURB STOP MNT 250.00 R55CKR2 C�,��d100 CITYOFAPe �LLEY 2/t 17:25:39 Council Check Register by GL Page- 15 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation . PO# Doc No Inv No Account No Subledger Account Description Business Unit 261357 2/17/2075 120555 DAKOTA COUNTY EMERGENCY SERVICES Continued... 15,410.00 CD-2015 DPC PARTICIPATION 263987 14386 1290.6249 OTHER CONTRACTUAL SERVICES CIVIL DEFENSE MANAGEMENT 15,410.00 261358 2/71/2075 100124 DAKOTA COUNTY PROPERTY RECORDS 46.00 CLERKABSTRACT FILING FEE-DEC 263999 3043025 1015.6239 PRINTING CITY CLERK/ELECTIONS 46.00 261359 2/11/2075 100976 DICK'S LAKEVILLE SANITATION INC 156.90 CH FEB 264048 DT0001016029 1060.6240 CLEANING SERVICE/GAR6AGE REMOVMUNICIPAL BLDG&GROUNDS MNTC 177.67 FIRE STA 1 FEB 264049 DT0001016024 1340.6240 CLEANING SERVICE/GARBAGE REMOVFIRE BLDG&GROUNDS MNTC 35.60 FIRE STA 2 FEB 264050 DT0001016025 1340.6240 CLEANING SERVICE/GARBAGE REMOVFIRE BLDG&GROUNDS MNTC 35.95 FIRE STA 3 FEB 264051 DT0001016026 1340.6240 CLEANINC�SERVICE/GARBAGE REMOVFIRE BLDG&GROUNDS MNTC 316.65 AVCC FEB 264052 DT0001016027 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER 158.32 IA2 FEB 264053 DT0001016027 5265.6240 CLEANING SERVICE/GARBAGE REMOVARENA 2 BLDG MAINTENANCE-HAYES 43.74 HCSC FEB 264054 DT0001016027 1920.6240 CLEANING SERVICE/GARBAGE REMOVSENIOR CENTER 62.37 REDWOOD FEB 264055 DT0001016030 1730.6240 CLEANING SERVICElGARBAGE REMOVPARK BUILDING MAINTENANCE 238.50 TEEN CNTR FEB 264056 DT0001017448 1730.6240 CLEANING SERVICE/GARBAGE REMOVPARK BUILDING MAINTENANCE 555.66 CMF FEB 264057 DT0001016028 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 58.03 QP FEB 264058 DT0001020124 1945.6240 CLEANING SERVICE/GARBAGE REMOVQUARRY POINTE 87.15 OLDCH FEB 264059 DT0001026057 2092.6240 CLEANING SERVICE/GARBAGE 14200 CEDAR AVE-OLD CITY HALL 252.04 GOLF FEB 264060 DT0001016032 5145.6240 CLEANING SERVICE/GARBAGE REMOVGOLF SHOP BUILDING MAINTENANCE 162.87 JCR PK FEB 264061 DTD001016031 1730.6240 CLEANING SERVICE/GARBAGE REMOVPARK BUILDING MAINTENANCE 72.66 LIQ1 FEB 264062 DT0001016022 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 52.44 LIQ2 FEB 264063 DT0001016023 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 48.68 LIQ3 FEB 264064 DT0001019951 5095.6240 CIEANING SERVICEJGARBAGE REMOVLIQUOR#3 OPERATIONS 2,515.23 261360 2/71/2015 102414 EMERGENCY MEDICAL PRODUCTS INC 520.30 GRAHAM MEGAMOVER/NITRILE GLOVE 263986 1709349 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS 520.30 261361 2/1U2075 147410 ENERGYCONSULTINGPARTNERS 3,970.06 LIQ7 COOLER FAN REPLACEMENT 264197 117 5025.6740 CAPITAL OUTLAY-MACH/EQ/OTHER LIQUOR#1 OPERATIONS 9,244.75 LIQ3 COOLER FAN REPLACEMENT 264198 116 5095.6740 CAPITAL OUTLAY-MACH/EQ/OTHER LIQUOR#3 OPERATIONS 13,214.81 261362 2/11l2015 144557 EXECUTIVE OUTDOOR SERVICES LLC 1,110.00 OLDCH-SNOW REMOVAL JAN 2015 264015 551 2092.6249 OTHER CONTRACTUAL SERVICES 14200 CEDAR AVE-OLD CITY HALL 1,110.00 RSSCKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 17:25:39 Council Check Register by GL Page- 16 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Descrip6on Business Unit 261363 2/11/2075 100157 FACTORY MOTOR PARTS CO Continued... 352.80 STR-FULL SYNTHETIC ATF#344 264178 75157654 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 51.45 PK-DIESEL EXHAUST FLUID 264179 75158429 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 51.45 STR-DIESEL EXHAUST FLUID 264180 75158429 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 27.40 POL-WIPER BLADEASSEMBLY 264181 75158875 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 27.40 FIRE-WIPER BLADEASSEMBLY 264182 75158875 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 510.50 261364 2N1/2015 120313 FASTENAL COMPANY 72.99 PK-TRACTION DEVICE 00071690 263970 MNLAK111459 1725.6229 GENERAL SUPPLIES PARK ICE RINK MAINTENANCE 97.04 SHOP-MISC SMALL PARTS 263983 MNLAK111066 1530.6215 EQUIPMENT-PARTS FLEET&BUILDiNGS-CMF 170.03 261365 2/11/2075 100420 FISCHER MINING,LLC 432.49 UTIL-WTR BREAK RPRS REDWOODpU'035242 263960 101346 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 2.21- UTIL-DISCOUNT 00035242 263960 101346 5330.6333 GENERAL-CASH DISCOUNTS WTR MAIN/HYDRANT/CURB STOP MNT 230.16 UTIL-WTR BREAK RPRS REDWOODp1T035242 263961 101347 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 2.06- UTIL-DISCOUNT 00035242 263961 101347 5330.6333 GENERAL-CASH DISCOUNTS WfR MAIN/HYDRANT/CURB STOP MNT 186.40 UTIL-WTR BREAK RPRS REDWOODpV035242 263962 101326 5330.6229 GENERAL SUPPLIES WiR MAIN/HYDRANT/CURB STOP MNT 4.15- UTIL-DISCOUNT 00035242 263962 101326 5330.6333 GENERAL-CASH DISCOUNTS WfR MAIN/HYDRANT/CURB STOP MNT 840.63 261366 2/11/2015 107056 FORCE AMERICA DISTRIBUTING LLC 292.50 STR-KEYED HYD SPINNER MOTOR 00035441 264017 1440545 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENI"MAINTENANCE 292.50 261367 2117/2015 101507 GALAXIE CAR CARE CENTER 14.50 INSP CAR WASHES NOV 263995 1821470 1400.6265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 9.80 INSP CAR WASHES DEC 263996 1831470 1400.6265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 8.00 INSP CAR WASHES DEC 263997 1831001 1400.6265 REPAIRS-EQUIPMENT INSPECTIONS MANAGEMENT 32.30 261368 2/17/2015 120357 GERLACH OUTDOOR POWER EQT,INC. 76.75 PK-OIL FILTER 00071688 263978 71688 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 76.75 261369 2/11/2015 144045 GMS INDUSTRIAL SUPPLIES,INC. 5.93 SHOP-UNIVERSAL CLEVIS PINS 264023 9017A 1530.6215 EQUIPMENT-PARTS FLEET&BUILDINGS-CMF 5.93 261370 2/77�" 118410 HENNEPINCOUNTYTREASURER R55CKR2 LUliIS100 CITYOFAPF< . ,ALLEY 2/11. , 1725:39 Council Check Register by GL Page- 17 Council Check Register and Summary 2/6l2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No �nv No Account No Subledger Account Description Business Unit 261370 2/17/2075 718410 HENNEPIN COUNTY TREASURER Continued... 35.00 TOOLS FOR SUCCESS-BRANTNER 264297 20150211 1020.6275 SCHOOLS/CONFERENCES/EXP LOCAL HUMAN RESOURCES 35.00 TOOLS FOR SUCCESS-THELEN 264297 20150211 1020.6275 SCHOOLS/CONFERENCESlEXP LOCAL HUMAN RESOURCES 70.00 261371 2/17/2015 102847 HOWLANU'S IKON .79 CH-EMBROIDERY ON SHIRTS 00045237 263963 150578 1060.6281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG 8 GROUNDS MNTC .79 AVCC-EMBROIDERY ON SHIRTS 00045237 263963 150578 190D.6281 UNIFORM/CLOTHING ALLOWANCE AV COMMUNITY CENTER .79 ENGEMBROIDERY ON SHIRTS 00045237 263963 150578 1510.6281 UNIFORM/CLOTHINGALLOWANCE PW ENGINEERING&TECHNICAL 1.57 INSP-EMBROIDERY ON SHIRTS 00045237 263963 150578 1400.6281 UNIFORM/CLOTHWGALLOWANCE INSPECTIONS MANAGEMENT 1.57 SHOP-EMBROIDERY ON SHIRTS 00045237 263963 150578 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDWGS-CMF 1.18 NR-EMBROIDERYONSHIRTS 00045237 263963 150578 1520.6281 UNIFORM/CLOTHWGALLOWANCE NATURALRESOURCES 5.90 PK-EMBROIDERY ON SHIRTS 00045237 263963 150578 1710.6281 UNfFORM/CLOTHWG ALLOWANCE PARK MAINTENANCE MANAGEMENT 5.51 STR-EMBROIDERY ON SHIRTS 00045237 263963 150578 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT .79 GOLF-EMBROIDERYON SHIRTS 00045237 263963 150578 5105.6281 UNIFORM/CLOTHINGALLOWANCE GOLF MANAGEMENT .39 IA1-EMBROIDERY ON SHIRTS 00045237 263963 150578 5205.6281 UNIFORM/CLOTHING ALLOWANCE ARENA 1 MANAGEMENT 2.36 UTIL-EMBROIDERY ON SHIRTS 00045237 263963 150578 5365.6281 UNIFORM/CLOTHING ALLOWANCE SEWER MGMT/REPORTS/DATA ENTRY 2.36 UTIL-EMBROIDERY ON SHIRTS 00045237 263963 150578 5305.6281 UNIFORM/CLOTHING ALLOWANCE WATER MGMT/REPORT/DATA ENTRY 24.00 261372 2/71/2015 127950 IMAGE TREND INC 2,834.00 FIRE-FIRE-HOSTING/SUPPORT 2014 263950 31885 1300.6249 OTHER CONTRACTUAL SERVICES FIRE MANAGEMENT 2,834.00 261373 2/17/2015 118232 JOHN DEERE FINANCIAt 57.90 PRIM AIR FILTERS FOR Z-TURNS 00035352 263967 P58419 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE Supplier 100608 FRONTIERAG&TURF 57.90 261374 2/11/2015 732646 KWIK KOPY BUSINESS CENTER 1,316.45 DEV-PUBLIC NOTICE SIGNS 263973 17057 1100.6239 PRINTING DEV MANAGEMENT 43.00 POL-BUSINESS CARDS-BONE 00075282 263974 17110 1200.6239 PRINTWG POUCE MANAGEMENT 43.00 POL-BUSINESS CARDS-VIRDEN 00075282 263974 17110 1200.6239 PRINTWG POUCE MANAGEMENT 1,402.45 261375 2/11/2015 100281 LEAGUE OF MN CITIES 20.00 LMC SAFETY&LOSS WKS-BERNSTEI 263964 212405 1705.6275 SCHOOLS/CONFERENCES/EXP LOCAL PARK&RECREATION MGMT TRAING 20.00 261376 2/11/2015 116371 LOFFLER 189.00 IT TONER FOR POLICE 264009 1908903 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY RSSCKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 1725:39 Council Check Register by GL Page- 18 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Suppiier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261376 2111/201b 116371 LOFFLER Continued... 108.22 IT TONER FOR POLICE 264010 19D3514 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 108.22- IT TONER FOR POLICE CREDIT 264011 131438 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 189.00 261377 2/11/2015 701200 LOFFLER COMPANIES INC 610.26 IT COPIER LEASE-DEV&2ND FL M 264000 271054314 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOCiY 102.35 IT COPIER MAINT-2ND FL MAIN 264000 271054314 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 37.40 IT COPIER MAINT-DEV 264000 271054314 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 341.27 POL COPIER LEASE-2ND FL 264000 271054314 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 327.36 POL COPIER LEASE-1ST FL 264000 271054314 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 360.42 REC COPIER LEASE-AVCC 264000 271054314 1700.6310 RENTAL EXPENSE PARK&RECREATION MANAGEMENT 184.04 IT COPIER LEASE-MAIL ROOM 264000 271054314 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 63.22 POL COPIER MAINT-1 ST&2ND FL 264000 271054314 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 229.68 REC COPIER MAINT-AVCC 264000 271054314 1700.6265 REPAIRS-EQUIPMENT PARK&RECREATION MANAGEMENT 26.99 IT COPIER 1NAINT-MAIL ROOM 264000 271054314 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 360.44 PW COPIER LEASE 264000 271054314 1500.6310 RENTAL EXPENSE PW MANAGEMENT 74.50 PW COPIER MAINT 264000 271054314 1500.6265 REPAIRS-EQUIPMENT PW MANAGEMENT 2,717.93 261378 2N1/2015 138342 MANSFIELD OIL COMPANY 8,759.73 UNLEADED GASOLINE 00050328 263992 220323 1000.1520 INVENTORY-UNLEADED FUEL GENERAL FUND BALANCE SHEET 4,797.63 UNLEADED GASOLINE 00050328 263993 221772 1000.1520 INVENTORY-UNLEADED FUEL GENERAL FUND BALANCE SHEET 13,557.36 261379 2/11/2015 101433 MARTIN-MCALLISTER 450.00 FIRE-PUBLIC SAFETYASSESS-SOIE 263951 9525 1300.6235 CONSULTANT SERVICES FIRE MANAGEMENT 450.00 261380 2/11/2015 100299 MASTER ELECTRIC CO � 180.00 TRBLSHT/RPR OCCUPANCY SENSOOD035193 263953 SD9807 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 180.00 261381 2/11/2015 102434 MATERIALS PROCESSING CORP 125.40 OBSOLETE ELECTRONIC EQ DISP 263954 179648 1030.6240 CLEANING SERVICE/GARBAGE REMOVINFORMATION TECHNOLOGY 93.55 OBSOLETE ELECTRONIC EQ DISP 263954 179648 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 218.95 261382 2/17/2015 100302 MCNAMARA CONTRACTING INC 185,857.43 2074 STR IMPROVEMENT FNL PMT 264160 201410107&FINAL 2027.6810 2014101R CONSTRUCTION IN PROGRESS ROAD ESCROW 12,770.15 2014 STR IMPROVEMENT FNL PMT 264160 201410107&FIN!'' 2027.6810 2014101W CONSTRUCTION IN PROGRESS ROAD ESCRO'' R55CKR2 LUiu�S100 CITY OF APh _,�LLEY 2/Y� '1725:39 Council Check Register by GL Page- 19 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 267382 2/71/2015 100302 MCNAMARA CONTRACTING INC Continued... 1,301.84 2014 STR IMPROVEMENT FNL PMT 264160 201410107&FINAL 2027.6810 2014101 P CONSTRUCTION IN PROGRESS ROAD ESCROW 216.12 2014 STR IMPROVEMENT FNL PMT 264160 201410107&FINAL 2027.6810 2014101R CONSTRUCTION IN PROGRESS ROAD ESCROW 209;136.80 2D14 STR&UTIL RECONST FNL PM 264161 201410206&FINAL 2027.6810 2014102R CONSTRUCTION IN PROGRESS ROAD ESCROW 5,009.57 2014 STR&UTIL RECONST FNL PM 264161 2D1410206&FINAL 2027.6810 2014102S CONSTRUCTION IN PROGRESS ROAD ESCROW 26,252.50 2014 STR&UTIL RECONST FNL PM 264161 201410206&FINAL 2027.6810 2014102W CONSTRUCTION IN PROGRESS ROAD ESCROW 26,200.80 2014 STR&UTIL RECONST FNL PM 264161 201410206&FINA� 2027.6810 2014102D CONSTRUCTION IN PROGRESS ROAD ESCROW 466,745.21 . 267383 2H1/2075 701689 MCPA 220.00 SECURITYASMTTRAINWGWALTEfa0074345 263956 20150211 1275.6275 SCHOOLS/CONFERENCES/EXP LOCALPOLCOMMUN OUTREACH/CRIME PRE\ 220.00 261384 2/71/2015 100309 MENARDS 59.88 UTIL-SOLID TOOL BOX LINER 00035238 264183 65075 5390.6229 GENERAL SUPPLIES SWR EQUIPNEHICLE MISG MNTC/RP 26.45 UTIL-VACUUM BREAKERS(5) 00035238 264184 65075 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 87.42 PK-GREEN TREATED LUMBER 00035348 264185 65850 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 119.94 PK-MED BULB-QP TNL 00035348 264186 65698 1715.6229 GENERAL SUPPLIES PARKATHLETIC FIELD MAINTENANC 88.11 PK-PAINT SUPPLIES 00035348 264187 65686 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 21.99 SHOP-SURGE PROTECTOR 00035439 264188 65749 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 27.98 STR-CLOCK 00035439 264189 65751 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 15.58 PK-GREEN TREATED LUMBER 00035348 264190 65689 1720.6229 GENERAI SUPPLIES PARK GROUNDS MAINTENANCE 3.98 STR-LARGE FLANC,E RIVET 00035439 264191 65708 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 332.71 CMF-WATERSOFTENER SALT 00035439 264192 65690 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 16.05 CMF-LOCK,JUMBO HOOK 00035439 264193 65690 1540.6215 EQUIPMENT-PARTS CMF BUILDINGS&GROUNDS MNTC 45.29 UTIL-MISC SUPPLIES 00035238 264194 64410 5390.6229 GENERAL SUPPLIES SWR EQUIP/VEHICLE MISC MNTC/RP 35.83 UTII-COPPER TUBE,PVC PIPING 00035238 264195 64927 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 163.46 NR-SHELVES,RACKING BEAM,RAME 264196 65854 1520.6229 GENERAI.SUPPLIES NATURAL RESOURCES 1,046.67 261385 2/11/2015 123290 METAL SUPERMARKETS 23.00 PK-LEGION BIFF SCREEN 00075474 263976 93362563 1730.6229 (CENERAL SUPPLIES PARK BUILDING MAWTENANCE 23.00 261386 2/11/2015 100311 METRO COUNCIL ENVIRONIVIENTAL SVCS 2,200.00 2014 CITIZEN ASSIST MONITORING 263952 1039724 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN UTILITY 209,358.42 WASTEWATER SVC-NIARCH 264006 1040427 5365.6317 METRO WRSTE CONTROL PAYMENT SEWER MGMT/REPORTS/DATA ENTRY 211,558.42 261387 2/11/2075 100656 MN DEPT OF COMMERCE 20.97 REF OVPMT UTIL 5148 148TH ST W 169518 20100708 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE R55CKR2 LOGISt00 CITY OF APPLE VALLEY 2/11I2015 1725:39 Council Check Register by GL Page- 20 Council Check Registerand Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261387 2/11/207b 100656 MN DEPT OF COMMERCE Continued... Supplier 140067 KIRGIS,BRETT 7.50 REFUND PLAYGRD TRIP FEE 072110 170352 25038 1001.4350 SUMMER PLAYGROUND ACTIVITIES GENERAL FUND REVENUE Supplier 140128 POSTON,BERNARD 14.99 REF OVPMT UTIL 15570 FINCH AV 174601 20100927 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE Supplier 130380 THOMPSON,COREY G 2.50 REC MILEAGE OCT 177107 20101027 1845.6277 MILEAGElAUTOALLOWANCE REC SELF SUPPORT PROG GENERAL Supplier 137438 MIDTDAHL,JENNA J 14.43 REF OVPMT UTIL 7716 157TH ST W 178271 20101130 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE Supplier 140988 SPLINTER,ANDREW 33.57 STR-JEANS 179533 20101215 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT Supplier 100198 GETTING,JON A 492.25 RETAINAGE PROJ 2-09-102 179755 AV00002 4938.6810 CONSTRUCTION IN PROGRESS 2007 SENIOR CENTER PROJECT Suppiler 101246 J SPANJERS COMPANY,INC. 15.67 REF OVPMT UTIL 14305 GLADIOLA 180345 20110110 5301.4997 WATER/SEWER ACCT REFUNDS Wf�TER&SEWER FUND REVENUE Supplier 102152 ANDERSON,LOIS 225.00 SHOP RECERT VEHICLE INSPECTOHQ065238 182366 20110214 1530.6275 SCHOOLS/CONFERENCES/EXP LOCAL FLEET&BUILDINGS-CMF Supplier 123765 DAKOTA COUNTY TECHNICAL COLLEGE 700.00 REC-WAGON RIDES,MWF 184492 23 1845.6249 OTHER CONTRACTUAL SERVICES REC SELF SUPPORT PROG GENERAL Supplier 138483 OK CORRAL INC 14.80 REF OVPMT UTIL 15737 HARMONY W 784902 20110411 5301.4997 WATER/SEWERACCT REFUNDS WATER 8 SEWER FUND REVENUE Supplier 141631 WALLICK,NANCY 50.00 REFUND AVCC RNTL DEP 4-30-11 186071 25739 1001.5115 RENTS-APPLE VALLEY COMM CENTERGENERAL FUND REVENUE Supplier 128532 CELEBRACION DE AMIGOS 18.14 REF OVPMT UTIL 14724 HAYES RD 186073 20110504 5301.4997 WATER/SEWERACCT REFUNDS WATER&SEWER FUND REVENUE Supplier 141711 JOLITZ,Pf4TRICK 17.04 UNCL PROPERTY-PAYROLL CHECK 264176 PAYROLL 1940.6399 OTHER CHARGES AQUATIC SWIM CENTER 1,626.86 261388 2I11f2015 116125 MN DEPT OF PUBLIC SAFETY 100.00 SWIM ET'CRA FEE-2015 00075476 264046 1900200442014M7 1940.6280 DUES&SUBSCRIPTIONS AQUATIC SWIM CENTER 0844 100.00 POOL EPCRA FEE-2015 00075476 264047 1900200302014M7 1930,6280 DUES&SUBSCRIPTIONS REDWOOD POOL 0843 200.00 261389 2/11/2075 101079 MN DNR WATERS 30,404.74 UTIL-'14 WATER USE PERMIT 263994 19745229 5325.6399 OTHER CHARGES WATER TREATMENT FCLTY MNTC/RPR 91.00- UTIL CREDIT-PREV YRS PERMIT FE 263994 19745229 5325.6399 OTHER CHARGES WATER TREATMENT FCLTY MNTC/RPR 30,313.74 R55CKR2 L�_.s100 CITY OF APF, ,LLEY 2/1'. 1725:39 Council Check Register by GL Page- 21 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier!Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261390 2/11/2015 113060 MN RURAL WATERASSOC Continued... 250.00 UTIL CITY DUES-2015 264045 20150211 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 250.00 261391 2/11/2015 100865 NORTHLAND BUSINESS SYSTEMS 4,356.89 POL-2015 DICTATION$YSTEM CONT 263988 IN56126 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 4,356.89 261392 2/1112015 146557 OLSON,KAREN 160.00 HCSC-PICKLEBALL LESSON INSTR 264016 20150121 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 160.00 267393 2I11/2075 144083 PIONEER MANUFACTURING COMPANY 179.95 PLEEFIX MARKER RED 25/BOX 00071687 263991 INV542578 1715.6229 GENERAL SUPPLIES PARKATHLETIC FIELD MAINTENANC 179.95 261394 2/11/2015 100673 RED WING SHOE STORE 150.00 STR-BOOTS-RON KRINGS 00045232 264021 7240000005684 1600.6281 UNIFORM/CLOTHING ALLOWP;NCE STREET MANAGEMENT 150.00 261395 2/11/2015 700756 SAFETY KLEEN 303.24 SHOP-PARTS WASHER SERVICE 264036 65785176 1530.6265 REPAIRS-EQUIPMENT FLEET&BUILDINGS-CMF 303.24 261396 2/11/2015 147418 SAMKARAN,VANITA 480.00 REF RDWD DAMAGE DEP 1/24/15 264298 1011025002 1001.5110 RENTS-REDWOOD GENERAL FUND REVENUE 480.00 261397.' 2/71/2015 100829 SHAMROCK GROUP INC 31.64 GOLF CO2 GAS 00051254 263998 1844636 5120.6229 GENERAL SUPPLIES GOLF KITCHEN 71.61 GOLF NITRO TANK RENTAL 00051254 264007 1860007 5120.6310 RENTAL EXPENSE GOLF KITCHEN 47.00 GOLF CO2 GAS 00051254 264008 18618353 5120.6229 GENERAL SUPPLIES GOLF KITCHEN 150.25 261398 2H1/2075 100437 SHERWIN WILLIAMS CO 131.31 PK PAINT 00035354 264037 9866 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 84.06 CMF PAINT FOR TRAINING ROOM 264038 11292 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC .11- CMF SALES TAX ADJUST 264038 11292 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC .11 CMF SALES TAX ADJUST 264038 11292 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 44.57 AVCC PAINT 00035354 264039 12944 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 259.94 R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 17:25:39 Council Check Register by GL Page- 22 Council Check Register and Summary 2/6/2015 -- 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261398 2/77/2015 100437 SHERWIN WILLIAMS CO Continued... 261399 2/11/2015 118355 SHI INTERNATIONAL CORP 12,000.00 POL-STORE EASY NAS SERVER 263958 602909993 1200.6740 CAPITAL OUTLAY-MACH/EQ/OTHER POLICE MANAGEMENT 618.00 IT-STORE EASY NAS SERVER 263958 B02909993 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 871.00 TREND SUBSC RNWL 1/12-1/11/16 263971 B02963461 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 13,489.00 261400 2N1/2075 111161 SHRED IT USA MINNEAPOLIS 73.00 POL-SHRED SRVC 1/5 00043068 263959 9404841865 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 140.28 FIN-EXTRA PICKUP 1/23 00043068 263959 9404841865 1035.6240 CLEANING SERVICE/GARBAGE REMOVFINANCE 213.28 261401 2/11/2015 100447 SOUTH RIVER HEATING&COOLING INC 2,688.97 CMF-SCHEDULED MAINTENANCE 00035202 263941 1516740 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 150.00 CH-CHECK LOOP PUMP#3 00035202 263942 1516761 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 743.46 CH-MATERIALS FOR BASEBOARD H�'035202 263943 1516756 1060.6266 REPA�RS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 1,306.50 CH-MATERIALS FOR HEAT VALVE AN0035202 263944 1516737 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 512.50 UTIL-RPR WORK,WTP BOILER RELm0035244 263945 1516762 5325.6265 2012108W REPAIRS-EQUIPMENT WATER TREATMENT FCLTY MNTClRPR 262.50 OLDCH-WEEKLY CHECK,BOILER 263946 1516763 2092.6266 REPAIRS-BUILDING 14200 CEDAR AVE-0LD CITY HALL 1,725.00 CMF-RPLC CORAYVAC BURNER IN 1010035202 263947 1516741 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 7,388.93 261402 2/7112015 146248 SPOWD DEVELOPMENTS LLC 22,433.24 2ND HALF 2014 TIF NOTE PAYMENT 264177 20150201 3367.6397 DEVELOPER ASSISTANCE TIF 14 AV BUSINESS CAMPUS 22,433.24 261403 2/17/2075 100470 TIME SQUARE SHOPPING CENTER II,LLP 1,114.21 ADDITIONAL 2014 C.A.M.CHARGES 263980 20150107 �. 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 1,114.21 261404 2/11/2075 � 100478 TRANS ALARM INC 84.00 UT�L WTP ALARM-2/15-4/15 00051845 264005 RMR981804 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 84.00 261405 2/11/2015 101355 TURFWERKS,WC 20.72 STR-HOSE BARB/GASKET/CAP 263972 E186177 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 20.72 261406 2/77I2015 100493 VALLEY BUICK GMC INC 105.06 POL-MIRROR SQUAD 60 00035211 264018 78735 1210.6215 EQUIPMENT-PARTS POLICE FIELD 'RATIONS/PATROL R55CKR2 LU.�iS100 CITY OF APF., .�,ILEY 2/1'�_ 1725:39 Council Check Register by GL Page- 23 Council Check Register and Summary 2!6/2015 — 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 261406 2/11l2015 100493 VALLEY BUICK GMC INC Continued... }105.06 261407 2/17/2015 700504 VOSS LIGHTING 52.50 PK-LIGHT BULBS 00071689 263990 1525830600 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 52.50 261408 2/11/2015 102620 ZARNOTH BRUSH WORKS INC 231.68 RUBBER SNOW BLADE/SLOT PUNCHED 264030 1531261N 1665.6215 EQUIPMENT-PART$ STREET SNOW&ICE MATERIALS 122.00 DRILLED BAR 264030 1531261N 1665.6229 GENERAL SUPPLIES STREET SNOW&ICE MATERIALS 353.68 261409 2/17/2075 100528 ZIEGLER INC 871.87 STR-TRANS.COOLER#303 00035447 264026 PC001635889 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 67.79 STR-LATCH#352 00035447 264027 PC001634827 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 2,002.08 STR-CARBIDE PLOW EDGES 264033 PC001630224 1665.6215 EQUIPMENT-PARTS STREET SNOW&ICE MATERIALS 2,941.74 20150207 2/13/2015 130957 GENESIS EMPLOYEE BENEFITS INC 75.19 FLEX SPENDING MEDICAL-2014 264289 150202N 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 5,000.00 FLEX SPENDING DAYCARE-2014 264290 1502020 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEAR�NG BAL SHEET 5,075,19 20750208 2/13/2015 100455 AFFINITY PLUS FEDERAL CREDIT UNION 1,631.09 CREDIT UNION DEDUCT 264170 210151146024 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,fi31.09 20150209 2/73/2015 144790 ING-MN DCP 1,050.00 PLAN#650251 MN DCP 264167 2101511460214 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,050.00 20150210 2/13/2015 107238 MINNESOLQ,CHILD SUPPORT PAYMENT CENTER 450.00 CHILD SUPPORT 264172 210151746026 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 943.50 CHILD SUPPORT 264173 210151146027 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,393.50 20150271 2/13/2015 100392 PUBLIC EMPLOYEES RETIREMENT ASSOCIATION 43,655.85 EMPLOYEE SHARE PERA 264169 210151146023 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 56,793.58 CITY SHARE PERA 264169 210151146023 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 100,449.43 R55CKR2 LOGIS100 CITY OF APPLE VALLEY 2/11/2015 172539 Council Check Register by GL Page- 24 Council Check Register and Summary 2/6/2015 - 2/13/2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20150212 2/13/2015 729553 US BANK Continued... 3,066.11 HSA FUNDINGEMPLOYEE CONTRIB 264164 2101511460211 9000.2125 ACCRUED HSAlHRA BENEFIT PAYROLL CLEARING BAL SHEET 3,066.11 20150213 2/73/2015 729576 US BANK 218.20 SERGENT PEHRA FUNDING-GROSS W 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,420.32 SERGEANT PEHRA FUNDING-ANNUAL 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 35.93 SERGEANT PEHRA FUNDING-COMP 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,04Z06 POLICE PEHRA FUNDING-GROSS WAG 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 666.63 POLICE PEHRA FUNDING-ANNUAL LE 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 970.49 POLICE PEHRA FUNDING-COMP 264165 2101511460212 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 4,358.63 20150214 2113/2015 100240 VANTAGEPOINT TRANSFER AGENTS-457 PT 27,578.51 PLAN#301171 FULL-TIME ICMA 264162 210151146021 9000.2i20 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 27,578.51 20150215 2/13/2015 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 810.00 PLAN#705481 ROTH IRA 264163 2101511460210 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CIEARING BAL SHEET 810.00 20150216 2/73/2015 130957 GENESIS EMPLOYEE BENEFITS INC 355.49 FLEX SPENDING MEDICAL-2015 264291 150202NN 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 555.57 FLEX SPENDING DAYCARE-2015 264292 15020200 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 911.06 20750217 2/12/2015 100331 MN DEPT OF LABOR 8 INDUSTRY 4,263.97 PERMIT SURCHARGE JANUARY 264299 20150131 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 85.28- LESS 2%RETENTION JANUARY 264299 20150131 1001.4099 PERMIT-OTHER GENERAL FUND REVENUE 10.00- PERMIT SURCHG REFUNDED 264299 20150131 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 4,168.69 20150218 2/73/201b 122314 MN DEPT OF REVENUE(C) 102.21 STATE TAX LEVY 264293 150201 F 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 102.21 20750219 2/1312015 100338 MN UNEMPLOYMENT COMP FUND 2,419.76 UNEMPLOYMENT BENEFITS PAID 264294 150201P 1950.6143 UNEMPLOYMENT COMPENSATION INSURANCE 138.44 UNEMPLOYMENT BENEFITS PAID 264294 150201 P 2012.6143 UNEMPLOYMENT COMPENSATION CABLE TV JOINT POWERS 1,458.55 UNEMPLOYMENT BENEFITS PAID 264294 150201P 5005.6143 UNEMPLOYMENT COMPENSATION LIQUOR GENERAL OPERATIONS 1,463.38- UNEMPLOYMENT BENEFITS PAID 264294 150201 P 5105.6143 UNEMPLOYMENT COMPENSATION GOLF MANAG� 'NT R55CKR2 L��iS100 CITYOFAPr ,_ :ALLEY 2/1. � 1725:39 Council Check Register by GL Page- 25 Council Check Register and Summary 2/6/2015 — 2/13I2015 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20150219 2H3/2015 700338 MN UNEMPLOYMENT COMP FUND Continued... 2,553.37 1,174,404.70 Grand Total � Payment Instrument Totals �`\� � Checks 969,221.35 �� �� EFT Payments 153,147J9 •'°� A/P ACH Payment 52,035.56 Total Payments 1,174,404.70 . , R55CKS2 Li,.�iS100 CITY OF API. :iLLEY 2H. 17:25:51 Council Check Summary Page- 1 2/6/2015 - 2/13/2015 Company Amount 01000 GENERAL FUND 89,843.76 02010 CABLE N RESERVE FUND 138.44 02025 ROAD ESCROW FUND 466,745.21 02090 14200 CEDARAVE-OLD CITY HALL 1,459.65 03365 TIF 14 AV BUSINESS CAMPUS 22,433.24 04800 CABLE CAPITAL EQUIP-PEG FUND 5,007.25 04935 2007 PARK BOND FUND 492.25 05000 LIQUOR FUND 162,870.45 � 05100 GOLF FUND 1,056.40- 05200 ARENA FUND 28,800.31 05300 WATER&SEWER FUND 246,413.31 05500 STORM DRAINAGE UTILITY FUND 2,200.00 05600 CEMETERY FUND LEVEL PROGRAM 20.00 09000 PAYROLL CLEARING FUND � 149,037.23 ReportTotals 1,174,404.70