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09/24/2020 Meeting
:.L ••••• Meeting Location: Municipal Center Apple 7100 147th Street West Valley Apple Valley, Minnesota 55124 September 24, 2020 CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge 2. Approve Agenda 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda 4. Approve Consent Agenda Items Consent Agenda Items 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. A. Approve Minutes of September 10, 2020, Regular Meeting B. Approve Change of General Manager in Connection with Club On-Sale Liquor Licenses at Apple Valley American Legion, Post 1776, 14521 Granada Drive C. Adopt Resolution Establishing Precinct Boundaries and Polling Places for the 2020 General Election D. Adopt Resolution Appointing Judges for November 3, 2020, State General Election E. Approve Reduction of Various Financial Guarantees F. Table Applewood Pointe of Apple Valley to October 8, 2020 (Tabled from the September 10, 2020) 1. Pass Ordinance Rezoning Property from "M6-A" (Multi-Family Residential/6-12 Units Per Acre) to "PD" (Planned Development) 2. Direct Staff to Prepare Ordinance to Codify Uses, Performance Standards, and Area Requirements for New Planned Development Zoning District 3. Adopt Resolution Approving Subdivision by Preliminary Plat 4. Adopt Resolution Approving Site Plan/Building Permit Authorization for 3-4 Story/98-Unit Senior Cooperative Building G. Adopt Resolution Accepting Easements for Project 2020-101, 2020 Street and Utility Improvements H. Project 2020-136, Orchard Place Utility Improvements 1. Adopt Resolution Approving Amendment to Preliminary Subdivision Approval 2. Approve Waiver of Objection to Special Assessments with Rockport, LLC, for Construction of Public Infrastructure 3. Adopt Resolution Accepting Easements 4. Adopt Resolution Awarding Agreement to McNamara Contracting, Inc. I. Approve First Amendment to Joint Powers Agreement with Black Dog Watershed Management Organization J. Approve Change Order No. 1 to Agreement with McNamara Contracting for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements K. Approve Change Order No. 1 to Agreement with Building Restoration Corporation, for Project 2019-164,Apple Valley Community Center Masonry Restoration and Grade Repair, and Approve Acceptance and Final Payment L. Approve Change Order No. 1 to Agreement with Budget Sandblasting and Painting, Inc., for Project 2020-124, 2020 Fence & Light Pole Reconditioning Services, and Approve Acceptance and Final Payment M. Approve Acceptance and Final Payment on Agreement with Keys Well Drilling Company for Project 2019-163, Well Pumps 6, 11, 20 and Low Zone Pump 4 Maintenance. N. Approve Personnel Report O. Approve Claims and Bills 5. Regular Agenda Items A. Proclaim October 4 through 10, 2020, as "Fire Prevention Week" B. Proclaim September 24, 2020, "Gary Embretson Day in the City of Apple Valley" 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Adjourn Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.cityofapplevalley.org ' '4 t) We, the undersigned, do hereby express our interest in seeing the placement of two (2)additional permanent stop signs to be erected at the intersection of Garden View Dr& Baldwin Dr in Apple Valley, MN. Printed Name Q, / Address , /City I _r._ Signature 1 \ Ik.1 1 IA.-PcL c}!'n l_oI 1c1e✓luieup Pv- kk �. _ )it ZGi/ ,/ l am- �,ti V1�� Y :' Z-N-c_05 Nut,,,,- -- _ cicso A i ki Id l I.1,,,it_ g-et ti4 6),cv3 ,Qtgie-i-__ - 4-11.--_ :: Re-\kiirOra N,tni,:t; -kw W1*c 7 IN 4 _ �, 51 [i�' �` 1113 5-rvSitk) . 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I) yodA- kii ---;___- --- -- g r r �ANa P4-V 14) -rc1lme\-ck cc ; .k),6- 7tV 30 (4>vc _4 We,the undersigned, do hereby express our interest in seeing the placement of two (2)additional permanent stop signs to be erected at the intersection of Garden View Dr& Baldwin Dr in Apple Valley, MN. Printed Name Address City Signature A Aky eot 17 3 (Ledticil 1,,, ,u)pft( tki 1 '-iiiistfil.. .:a" 4 u•+ W+4.1- h BL1ID NI Cr a: w, vikitmi _ , _ Nair a_ '45 +n 5 i60_5& Gaol f' . -- ' le,„<_ cal v,14-1.(7. 1.iy `l)r bolt Ali/ ,...4- AFF. ( a hcip / elz P tr'& f1te tN t Asrattia..1'5 c� c\ I z Q t 1 La e. �iekV 7f► �1 '- /1141 D1JGrlL44) tl ��� 44-- ,,,..-- 9 V A 4i, 4,-- le i Vja4-7 i;.,., ),:ejlt&'...--- ,-A ll'ic.. - Itia.,%:4,,, IV% 66r 1 'PL. Dr . AMe_ Oaffik. *Z:4 4 1,,.ifr pit ar i 4 L.A..5 Way r w ( Z-Lgwe11 i7 A fe A 1 f lm�-1- 10.Y7 - L�Lx) O; 1 6 V 71 11tAC__ ' 5 ;� lam. _�lfl�k�.�� s�� �w clot 1P�V dos?Yts? /�iA r.� ?b# 1 buft,hu $ * A. v Kai viral ]N [VA,OvIc\AIv. -V, I Ur y d e.SR nk /d 6S7 uli rt Cie. l� V. Al ( / 57 win Ar-v ildU N716Can VeMit Pr ?\\/ I __.- )try Cdwrix Or _ Au --7- 7 tl: P 1 ,A4141 - 7414V #g'Fi lc,... ' ilextt-er-jeltii, is-4,1/(riititAftt-D4P-r .k V - .P.....-1 1,, t pet%e .S the undersigned, do hereby express our interest in seeing the placementof two (2) additional permanent stop signs to be erected at the intersection of GardeP View Dr & Baldwin Dr in Apple Valley,MN. Printed Name City Signature °••• Diek_ yi(n4. , AV r ca 9 ova �;A;x Av nn Ci\r1.46c CrvolJur. aLAcii E Av ( _ ` i"`-,//7.7.5)2_ _ 6d\\1 Vat_52.\ 11-vim €ve_R.5)- RIRflpflocilkill ._ 4,\i s len8uAffwvive _ \aein B I e. Vit\kei - ci cia. 1[0(6Viit vri-er AV lbeilakka3.-& d>xvi-cl al c-kW41-..e.r ANi (4.....7.,,, i2L---..........„--._ V2Aa f.1�/1 he 4 G'[ )La .Ci tw pa9.e 4 :, the undersigned, do hereby express our interest in seeing the placement of two (2) additional permanent stop signs to be erected at the intersection of Garden View Dr & Baldwin Dr in Apple Valley, MN. Printed Name v J City Signature l� d �. °lane_ cr- \ A P?c& A L ‘l U,�•`-1 KflAuf a,,,s* r:5 0 I Apple V ( ,' / .,-. 4*-eivi. roL CJvi Pt Y ll GU A .h.v'? I(16u A101) IA CQ4uArx. 4vithi\--- 3 mk.,, e, \r /1\.Uv\ ,. r Vim �1�j,\‘oi1 I ri S4fj(4' 312,1,41:(-ce.,r SI q i'-i-e.dr Le.t. _,2-v;(Le_ r . V(' 471 sl(/.1.} (.,dkc v'I 1r ‘ 44:- .,7 aak5-.6&,/,; _.// 261/0/5 Z, 21,/,F 77/ 1;e444- 4(1Si \-) Wkk ! 1rY 1)1\r 1 0,-\I Y15 \1\- P_ it, U, / 11l, 1--6\,,Q\k---- 1 \i\04(04m4Aroc Vhchr\ J ProOft va\kA)\ )\(VA A ki\I\tiviil ci ss( c_f„....\cbka.uvv-. -AV 4 Pl(--\, c_IrAip6A,„, 1.- .� Agit,kd e 't Oad-diAe,S-- il \ 3 Z ) r 1 the undersigned, do hereby express our interest in seeing the placement of two (2) additional permanent stop signs to be installed— at the intersection of Garden View Dr & Baldwin Dr in Apple Valley, MN. Printed Name City Signature pelf,r\\_i tivf,10,1 ?)kittns\-thi, CictiR aMbrAs) l_vr-v 0.._ @ ccc-\\_-k\-\\,-,,,--, 4voe V \\i,L1( 'le) _ ,14,v-zt.,9M-4-0-477‘ C7r'if :es nnate Vc1! (110 Ce-2, (41Thf- `NYVVI\-- -D-VixALA --1(- P--1 AAA bir-' 1---i1-- _e-A R -k-v\_b V AA1.&t1._ `XiV RCS 11 G IG L A- VAP1-4) Awl/ 44-4-esKI-A-A Che-c5t-c-i-ux. a uf c-k-yN ckr\ i •c. c-)U V cat i-).( ic-- () siq,\,,,,,,.,,v_ovLowsL:, [TN vau:A _rn/Atiosi.1),- 117,A)6i-1-4A 2.1)/ 1\1 ApeLE Vp, 6,_ L—hietAA c:)14b,v1 Alm 001(eAA C Luc_ %\tt� AK-P Le_ ki e�1 1;kob1 4 Q. V c, Rtiffi the undersigned, do hereby express our interest in seeing the placement of two (2) additional permanent stop signs to be erected at the intersection of Garden View Dr & Baldwin Dr in Apple Valley, MN. Printed Name City Signature SQt Ira 11 T 'iI a Av - _ 1270,---`--,1(01---- I(.6 ,0 't!rii(V-E-- 121001S'Airrt --0 b lib GNi. 1.! 6,.4.,yr tad_5 ii, I rit'a IlvpV4 1-1-V -62-VCL II\ (kkuTh ei i2ffFIc wili -6q xux\o.. clic,w *It, vetuai( als_Ja(L1/4- ., 0\4 - \t'l"Af ttN3,p \).4-e'n <7 _ ...07,c4,,,d-.. f\o, , ,� V [ , -ccvs.e. Abi-4,. -D-iTki rn6 /L Vi /1/ ,w /Sr/<GCC J ?al./ 0.5E, -e40-w6r5-4 '' d o►rw -et Avt,c. vtictutft r________---0,_____---- 11\1-0Nic.4-- V,or e cALJ) Awk Qolltil ,Ami-4.—_--9 c\\4 \-\u4,1 6(...t,sk,,-0-c. 7: .„-- --)7 mAq 5o QV(2, AQ lig6::-K 5... /p4v- \iaAl 006 kpg a lg,u\< the undersigned, do hereby express our interest in seeing the placement of two (2) additional permanent stop signs to be installed— at the intersection of Garden View Dr& Baldwin Dr in Apple Valley, MN. Printed Name City Signature \ 311 Q— rs-PPL? 4114,41 (AVA34-1--5— Ann 0n6 ( o UAW Mr.Ke-e • ITEM: 4.A. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Minutes of September 10, 2020, Regular Meeting Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the minutes of the regular meeting of September 10, 2020. SUMMARY: The minutes from the last regular City Council meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY Dakota County, Minnesota September 10, 2020 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held September 10, 2020, at 7:00 o'clock p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hamann-Roland; Councilmembers Bergman, Goodwin, Grendahl, and Hooppaw. ABSENT: None. City staff members present were: City Administrator Lawell, City Clerk Gackstetter, City Attorney Dougherty, City Engineer Anderson, IT Manager Bang, Police Captain Dahlstrom, Acting Parks and Rec. Director Endres, Police Captain Francis, Finance Director Hedberg, City Planner Lovelace, Community Development Director Nordquist, Police Chief Rechtzigel, Fire Chief Russell, and Public Works Director Saam. 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 Grendahl, seconded by Goodwin, approving the agenda for tonight's meeting, as presented. Ayes - 5 -Nays - 0. AUDIENCE Mayor Hamann-Roland asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. No one requested to speak. CONSENT AGENDA Mayor Hamann-Roland asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. Councilmember Goodwin asked for an update on item 4.F - Applewood Pointe of Apple Valley. Mr. Nordquist provided a brief update. MOTION: of Goodwin, seconded by Grendahl, approving all items on the consent agenda with no exceptions. Ayes - 5 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Goodwin, seconded by Grendahl, approving the minutes of the regular meeting of August 27, 2020, as written. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 10, 2020 Page 2 MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-103 approving 2020 Special Assessment Roll No. 671, for hearing purposes, in the total amount of$1,174.00 for delinquent false alarm charges, and setting the public hearing, at 7:00 p.m., on October 8, 2020. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-104 approving 2020 Special Assessment Roll No. 670, for hearing purposes, in the total amount of$139,379.00 for delinquent utility charges, and setting the public hearing, at 7:00 p.m., on October 8, 2020. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-105 approving levying 2020 Special Assessment Roll No. 669, in the total amount of $2,523,354.00, for Project 2019-109, 147th Street and Johnny Cake Ridge Road Intersection Improvements. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-106 approving the 2020 Coronavirus Aid, Relief, and Economic Security(CARES) Act Grant County-Municipality Agreement for COVID-19 related election expenses. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, tabling consideration of item 4.F - Applewood Pointe of Apple Valley to September 24, 2020. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, authorizing soliciting request for proposals for professional auditing services with receipt due by October 9, 2020, as attached to the Finance Director's memo. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-107 directing the City Engineer to prepare plans and specifications for Project 2021-108, Municipal Center Strom Water Improvements. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the Agreement for Project 2020- 152, 2020 Hydrant Reconditioning and Painting, with B & B Commercial Coating, LLC, in the amount of$31,540.00, and authorizing the Mayor and City Clerk to sign the same. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, accepting Project 2018-156, Apple Valley Sports Arena 2019 Ice System Replacement, as complete and authorizing final payment on the agreement with Total Mechanical Systems, Inc., in the amount of $97,036.95. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, accepting Project 2019-159, Wildwood Park Court Replacement, as complete and authorizing final payment on the agreement with Dermco-LaVine Construction, Co., in the amount of$10,000.00. Ayes - 5 - Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 10, 2020 Page 3 MOTION: of Goodwin, seconded by Grendahl, accepting Project 2020-140, 2020 Sump Catch Basin Cleaning, as complete and authorizing final payment on the agreement with Sewer Septic Grease Services, LLC, in the amount of$68,676.00. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2020-108 amending the 2020 Pay and Benefit Plan. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the personnel actions as listed in the Personnel Report dated September 10, 2020. Ayes - 5 -Nays - 0. MOTION: of Goodwin, seconded by Grendahl, approving the claims and bills, check registers dated August 19, 2020, in the amount of$1,340,822.38; and August 26, 2020, in the amount of$2,401,888.81. Ayes - 5 -Nays - O. END OF CONSENT AGENDA PROPOSED 2021 CITY BUDGET AND PROPERTY TAX LEVY Mr. Hedberg presented the proposed 2021 budget and tax levy. He reviewed the budget timeline. Staff recommends the Council set the public budget meeting, formerly called the Truth-in-Taxation hearing, for December 10, 2020, which is a regularly scheduled Council meeting. He reviewed the budget considerations and significant impacts for 2021. The 2021 proposed budget requires a total levy of$28,568,781, an increase of$1,187,781 or 4.34% from 2020. He pointed out that once the preliminary budget is adopted, the total levy amount may decrease, but not increase. Discussion followed. Councilmember Goodwin reminded everyone that Apple Valley property owners do not receive special assessments for street reconstruction and maintenance projects. It is important to remember the City does not assess and is not falling behind on road maintenance. Discussion continued. Mayor Hamann-Roland pointed out that residents are also not assessed for utility reconstruction projects. She added that Apple Valley's budget is stable, strong,predictable, and sustainable. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2020-109 approving the proposed 2021 budgets, with total revenue of$80,565,243 and expenditures of$87,522,051, and approving the proposed tax levy collectible in 2021 of$28,568,781. Ayes - 5 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota September 10, 2020 Page 4 MOTION: of Goodwin, seconded Grendahl, setting a public budget meeting on the proposed 2020 budgets and tax levy at 7:00 p.m. on December 10, 2020. Ayes - 5 -Nays - 0. TRUTH-IN-TAXATION INSERT Mr. Hedberg introduced this item. MOTION: of Hooppaw, seconded by Grendahl, approving the Truth-in-Taxation notice as attached to the Finance Director's memo. Ayes - 5 -Nays - 0. TELECOMMUNICATIONS ADVISORY COMMITTEE VACANCY Ms. Gackstetter reviewed her memo regarding the resignation of Telecommunications Advisory Committee Member Dave Cherner, creating a vacancy on the Telecommunications Advisory Committee with a term expiring March 1, 2023. She said the Council may wish to extend an invitation to individuals interested in serving on this Committee to submit an application to the City Clerk by October 30, 2020. An appointment could then be made in November. MOTION: of Goodwin, seconded by Bergman, accepting the resignation of Telecommunications Advisory Committee Member Dave Cherner and thanking him for his dedicated service to the City of Apple Valley, directing staff to post the Telecommunications Advisory Committee vacancy, and inviting individuals interested in serving on the Committee to submit an application to the City Clerk by October 30, 2020. Ayes - 5 -Nays - 0. MASSAGE THERAPY BUSINESS LA VIE SPA, INC. Ms. Gackstetter introduced this item and provided a brief summary regarding violations against the Massage Therapy Business license held by La Vie Spa, Inc., located at 7631 145th Street W. Ms. Xiaoying Huang is the sole owner and operator of La Vie Spa, Inc. MOTION: of Hooppaw, seconded by Bergman, adopting Resolution No. 2020-110 revoking La Vie Spa, Inc.'s, Massage Therapy Business license (License MB-2019-17). Ayes - 5 -Nays - 0. COMMUNICATIONS Mr. Lawell said Dakota County is conducting a County Road 42 visioning study. Residents interested in providing feedback can access a link to the survey on the City's website. Councilmember Bergman complimented the Chamber of Commerce and thanked the businesses for the Golf Par-Tee held at Valleywood Golf Course earlier today. CITY OF APPLE VALLEY Dakota County, Minnesota September 10, 2020 Page 5 Mayor Hamann-Roland commended the staff at Valleywood for providing a safe environment for attendees. CALENDAR OF UPCOMING EVENTS MOTION: of Grendahl, seconded by Hooppaw, approving the calendar of upcoming events as included in the Deputy City Clerk's memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 5 -Nays - 0. ADJOURN MOTION: of Goodwin, seconded Bergman, to adjourn. Ayes - 5 -Nays - 0. The meeting was adjourned at 8:02 o'clock p.m. Respectfully Submitted, /s/Pamela J. Gackstetter Pamela J. Gackstetter, City Clerk Approved by the Apple Valley City Council on Mary Hamann-Roland, Mayor • ITEM: 4.B. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Change of General Manager in Connection with Club On-Sale Liquor Licenses at Apple Valley American Legion, Post 1776, 14521 Granada Drive Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Approve the change in manager for Apple Valley American Legion, Post 1776, in connection with the On-Sale Club License and Special License for Sunday Liquor Sales, at 14521 Granada Drive, naming LeeAnn Johnson as General Manager. SUMMARY: Apple Valley American Legion, Post 1776, has filed an application for change in manager required in connection with its On-Sale Club License and Special License for Sunday Liquor Sales at 14521 Granada Drive, naming Ms. LeeAnn Johnson as General Manager. A personal information form has been filed on the individual and the Police Department has conducted the necessary background investigation. The information is on file should you wish to review it. BACKGROUND: City Code Section 111.34 provides for City Council approval of such changes. BUDGET IMPACT: N/A • ITEM: 4.C. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Adopt Resolution Establishing Precinct Boundaries and Polling Places for the 2020 General Election Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution establishing the precinct boundaries and polling places for the 2020 General Election. SUMMARY: State law requires cities to designate its precinct polling places. Attached is a resolution establishing the precinct boundaries and polling places for the State General Election. Although there are no proposed changes to the precinct boundaries or polling location addresses, there is a name change for one of the polling locations since the 2020 Primary Election. Mount Olivet Assembly of God Church has decided to become Bethel's Rock Church. The resolution establishing precincts will now list Precinct 5B as follows: Precinct 5B Bethel's Rock Church 14201 Cedar Avenue There are no other changes. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2020- A RESOLUTION ESTABLISHING ELECTION PRECINCT BOUNDARIES AND POLLING PLACES FOR 2020 ELECTIONS BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that upon adoption of this resolution and until subsequent amendment, the following precinct boundaries and polling places are hereby established for the City's election precincts: Precinct No. Polling Place Precinct Boundaries 1 Apple Valley Baptist Church The area bounded by County Road 42 on the 964 Garden View Drive north, to Pennock Lane on the east, to Whitney Drive on the south, to Garden View Drive on the east, to 160th Street W. on the south, to the west City boundary. 2 Apple Valley Senior Center The area bounded by County Road 42 on the north, 14601 Hayes Road to Cedar Avenue on the east, to 160th Street W. on the south, to Garden View Drive on the west, to Whitney Drive on the north, to Pennock Lane on the west. 3 Redwood Community Center The area bounded by 140th Street W. on the north, 311 - 150th Street W. to Garden View Drive on the east, to 143rd Street W. on the north, to Hayes Road on the east, to County Road 42 on the south, to the west City boundary. 4 Apple Valley Community Center The area bounded by 138th Street W. on the north, 14603 Hayes Road to Cedar Avenue to the east, to 145th Street W. on the south, to Pennock Avenue on the east, to County Road 42 on the south, to Hayes Road on the west, to 143rd Street W. on the south, to Garden View Drive on the west, to 140th Street W. on the north, to Pennock Avenue to the west. Precinct No. Polling Place Precinct Boundaries 5A Hope Church The area bounded by the north City boundary, to 7477 - 145th Street W. the boundary between Independent School Districts 191 and 196 on the east, continuing to Garden View Drive on the east, to McAndrews Road on the north, to Havelock Trail on the east, to 134th Street W. on the north, to Guild Avenue on the east, to Harwell Path on the north, to Pennock Avenue on the east, to 138th Street W. on the north, to Pennock Avenue on the east, to 140th Street W. on the south, to the west City boundary. 5B Bethel's Rock Church The area bounded by the north City boundary, to 14201 Cedar Avenue Cedar Avenue on the east, to McAndrews Road on the north, to Galaxie Avenue on the east, to Upper 136th Street W. on the south, to Highway 77 Service Road on the east, crossing Cedar Avenue, to 138th Street W. on the south, to Pennock Avenue on the west, to Harwell Path on the south, to Guild Avenue on the west, to134th Street W. on the south, to Havelock Trail on the west, to McAndrews Road on the south, to Garden View Drive on the west, and continuing on the boundary between Independent School Districts 191 and 196 on the west. 6 Education Partnership Building The area bounded by 140th Street W. on the north, 14200 Cedar Avenue to Galaxie Avenue on the east, to 157th Street W. on the south, to Cedar Avenue on the west, to County Road 42 on the south, to Pennock Avenue on the west, to 145th Street W. on the north, to Cedar Avenue on the west. 7 Shepherd of the Valley Lutheran The area bounded by the north City boundary, to Church Johnny Cake Ridge Road on the east, to 132nd 12650 Johnny Cake Ridge Road Street W. on the south, to Galaxie Avenue on the west, to McAndrews Road on the south, to Cedar Avenue on the west. 8 Greenleaf Elementary School The area bounded by 132nd Street W. on the north, 13333 Galaxie Avenue to Johnny Cake Ridge Road on the east, to 140th Street W. on the south, to Cedar Avenue on the west, to Highway 77 Service Road on the west, to Upper 136th Street W. on the north, to Galaxie Avenue on the west. 2 Precinct No. Polling Place Precinct Boundaries 9 Community of Christ Church The area bounded by 131st Street W. on the north, 5990 - 134th Street Court W. to Everest Avenue on the west, to Euclid Avenue on the west, to 128th Street W. on the west, to Diamond Path on the north, to Emmer Place on the east, to 132nd Street W. on the north, to Pilot Knob Road on the west, to Diamond Path on the east, to 140th Street W. on the south, to Johnny Cake Ridge Road on the west. 10 South Suburban Evangelical Free The area bounded by the north City boundary, to Church the east City boundary, to Diamond Path on the 12600 Johnny Cake Ridge Road west, to Pilot Knob Road on the east, to 132nd Street W. on the south, to Emmer Place on the west, to Diamond Path on the south, to 128th Street W. on the east, to Euclid Avenue on the east, to Everest Avenue on the east, to 131st Street W. on the south, to Johnny Cake Ridge Road on the west. 11 ISD 196 District Service Center The area bounded by 140th Street W. on the north, 14301 Diamond Path to Diamond Path on the east, to County Road 42 on the south, to Embry Path on the west, to 144th Street W. on the south, to Pilot Knob Road on the west. 12 Spirit of Life Presbyterian Church The area bounded by 140th Street W. on the north, 14401 Pilot Knob Road to Pilot Knob Road on the east, to 144th Street W. on the north, to Embry Path on the east, to County Road 42 on the south, to Galaxie Avenue on the west. 13 Johnny Cake Activity Center The area bounded by County Road 42 on the 14255 Johnny Cake Ridge Road north, to Diamond Path on the east, to 160th Street W. on the south, to Pilot Knob Road on the west. 14 Apple Valley Municipal Center The area bounded by County Road 42 on the north, 7100 - 147th Street W. to Foliage Avenue on the east, to 158th Street W. on the north, to Flagstaff Avenue on the east, to 160th Street W. on the south, to Cedar Avenue on the west, to 157th Street W. on the north, to Galaxie Avenue on the west. 3 Precinct No. Polling Place Precinct Boundaries 15 River Valley Church The area bounded by County Road 42 on the north, 14898 Energy Way to Pilot Knob Road on the east, to 160th Street W. on the south, to Flagstaff Avenue on the west, to 158th Street W. on the south, to Foliage Avenue on the west. BE IT FURTHER RESOLVED that the City Clerk shall post a copy of this resolution pursuant to M.S. 204B.14, and shall file maps showing the precinct boundaries with the County Treasurer-Auditor, the Secretary of State, and the School Districts, if a precinct boundary has been changed. DATED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CERTIFICATE I, the undersigned,being the duly qualified and acting City Clerk of the City of Apple Valley, Dakota County, Minnesota, hereby certify that the foregoing is a true and correct copy of a resolution presented to and adopted by the City Council of Apple Valley at a duly authorized meeting thereof held in the City of Apple Valley, Minnesota, on the 24th day of September, 2020, he original of which is in my possession. (SEAL) Pamela J. Gackstetter, City Clerk 4 ••:. ITEM: 4.D. ..... Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Adopt Resolution Appointing Judges for November 3, 2020, State General Election Staff Contact: Department/ Division: Pamela J. Gackstetter, City Clerk City Clerk's Office ACTION REQUESTED: Adopt the resolution appointing individuals listed in the resolution to serve as judges for the General Election to be held on November 3, 2020. SUMMARY: Attached for your consideration is a resolution appointing election judges and election officials for the General Election to be held November 3, 2020. The individuals listed in the resolution have indicated their willingness to serve at the upcoming election. In order to serve as a judge, the law requires regular judges to complete a minimum of two hours of training, head election judges to complete a minimum of three hours training, and election judges serving on the Absentee Ballot Board to complete training regarding the handling and processing of absentee ballots. The judge training will be completed over the next two months. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2020- CITY OF APPLE VALLEY JUDGES & OFFICIALS APPOINTED FOR THE 2020 STATE GENERAL ELECTION PRECINCT 1 Apple Valley Baptist Church - 964 Garden View Drive Jeffrey Kile Heidi Crane Vicki Swanson * Gregory Hall * Gwen Torgerson Jeanine Springer PM Lisa Swelland AM Deborah Davis PM Lanae Gabert AM Denise Miller Carla Tappainer PRECINCT 2 Apple Valley Senior Center- 14601 Hayes Road Sahadat Chaudhury AM Allison Burke Denise Hedberg PM * Lori Gluck Terry Henschel Madamu Johnson AM Martha Hiltner Tom Rother PM Diedre Jones Linda Tetzlaff * Shannan Menya Derek Rucker PRECINCT 3 Redwood Community Center- 311 County Road 42 * Matthew Bellin Ginger Hamer William Frank * Mark Heruth Cathy Reichert * Debbie Wessman Jessica Jaman Sharon Reisinger Christa Young PRECINCT 4 Apple Valley Community Center- 14603 Hayes Road Kathleen Brennan * Anita Burke Dean Davis PM Rebecca Fry PM Barbara Johnson AM Katie Jamison AM Rae Ann Konkol PM * Monica Nolte-Reed Jennifer Lee Ken Ullery AM Scott Bursing AM Linda Hofstadter PM Susanne Kraus PM Amarnath Kurpad AM Micheal Spear PRECINCT 5A Hope Church - 7477 145th Street W. Patricia Koors AM * Cindy Andrus Laura Ochs PM JoAnn George PM Jacelyn Payton * Ian McGregor Cassie Slinger Danette Richards Albert Wabaunsee Diane Zak AM Thomas Hope AM Jeremy Jackson Mary Wulf PM PRECINCT 5B Bethel's Rock Church - 14201 Cedar Avenue * Karen Brean Karen Erickson Katherine Heald AM Jerry Ewing Janet Kleeberg Charles Shults PM Rita McCord PM Larry Stanley AM * Kaare Festvog Jan Kukowski Michael Owen Shalom Sabah # * William Spychalla PRECINCT 6 Education Partnership Building - 14200 Cedar Avenue Sharon Bassett PM Susan Anderson Rachel Baumann * Linda Blake Milca Dominguez de Corral Mary Ocel Sheila Schuman * Linda Paseka Sarah Soucek AM Eric Albright Benjamin Lorence PRECINCT 7 Shepherd of the Valley Lutheran Church - 12650 Johnny Cake Ridge Road Tom Brennan PM Ronald Caucutt Majel Fletty PM * Brian Mahon Allison Hagg AM Mary Beth Moynihan Sharon Hanson AM Ron Sailer Gail Sater * Steve Wilson Melanie Baumhover Erin Raab Victor Robles # PRECINCT 8 Greenleaf Elementary School - 13333 Galaxie Avenue Eric Chermack Roger Dickey PM * Cynthia McDonald Laura Johnson * Marla Rotman Diane Kirby AM * Steve Raines Deborah Gonzalez Ben Lemery AM Amy Roeder PM Judy Storlie Andrea Wallick # PRECINCT 9 Community of Christ Church - 5990 - 134th Street Court Robin Gernandt * Ronald Burke Mark Goldberg Frank Elvin Karen Seglem AM Dale Kariya Andrea Tsai Anna Rajadurai Windflower Waters PM * Brian Buechele Thor Reimann # PRECINCT 10 South Suburban Evangelical Free Church - 12600 Johnny Cake Ridge Road Brian Derwin AM Kathleen Bryan AM Carly Eichhorst PM * Mary Anne Lantz Dianne Jandt Linda Lichty * Kelly Kausel Mary Mueller Adrian Schottroff Janine Olson PM Paulette Schlichter Sam Verduzco # PRECINCT 11 ISD 196 District Service Center- 14301 Diamond Path Hassan Bouchareb Larry Debelak AM Lynn Filipas Christine Konakowitz * Craig Huber Susan Mitlyng Crystal Schneider Jack Naylor PM * Rae Lynn Zuehlke Meagan Reissy PRECINCT 12 Spirit of Life Presbyterian Church - 14401 Pilot Knob Road Wendy Chisholm Olson Patricia Gramentz * Thomas Knobel-Piehl Susan Kieffer * Christine Parsons Michael McCawley AM Nicole Stretar Kennedy Pelzel PM Lynn Schoeberl Richard Hanson Adam Hoffman PRECINCT 13 Johnny Cake Activity Center- 14255 Johnny Cake Ridge Road * Marcia Nelson Jason Christianson Jennifer Recknor Katelyn Jewell Debra Wagner * Rhonda Tufte Dennis Hoehne Lynne Johnson Trevor Van Nevel PRECINCT 14 Apple Valley Municipal Center- 7100 147th Street W. Marybeth Brady Jackson Jennifer Anang Kelly Branscomb AM Russell Davies AM Lawrence Czarnecki PM * Donald Hansen * Cami Dirnberger Corinne Johnson * Michael Leick Theresa Lummis PM Derrick Lund AM Jack Romine PM Peter Vogel PRECINCT 15 River Valley Church - 14898 Energy Way Shelley Beaumont Kurt Moreno John Roberson Stefan Petrashek Jaci Staiger * Tracy Scott Genevieve (dell # * Patricia Kriegl Matthew Milliman * Denotes Co-Head Judge ABSENTEE BALLOT BOARD AND ALTERNATES Hanna Barr Joyce Albu Laura Becker Donna Beckman Jon Behm Dan Bock Stephanie Bentz Stephanie Buckland Monica Brown Janie Carlson Maxwell Chessler Wendi Crane AM Jennifer Denmark Nancy Dickey Matthew Evans Richard Fuller PM Jenna Greenslit Jill Hall Alanna Gundry John Kopecky AM Meghan Kratz Karen Kruse Abigail Loe Carl Larsen Tyler Matthews Gina Marwa AM Tayler Matzke Scott Morgan Andrew Nick Dale Mundt Allegra Nienow Sue Ellen Olson AM Melanie Peterson Hickey Mary Perrault Natashia Powell John Peterson Jennifer Reese Robert Pottratz Kristin Schaub Kaydi Rugroden Maranda Van Horn Michael Schmidt Andrew Weaver Steve Selchow Rachel Wiley Richard Simones Brett Wilson Joseph Tappainer Melinda Woitaszewski Janice Ullery Tamera Urberg Melissa Doeden Vicky Green Abigail Hogan Jonathan Israel Chris Johnson Jerry Lichtsinn Michael Mayhak Renata Mayrhofer Michael McClure David McKenzie James McMann Sandra Packard Margaret Powell-Mack Brian Strojny Kathryn Tanner Tamara Weber ABSENTEE BALLOT BOARD AND ELECTION OFFICIALS Brandi Aitken Kayla Hechsel Joan Murphy Nathan Bang Terry Henschel Missy Nelson Dan Beske Don Johnson Dorene Perkins Monn Doug Bondeson Suzy Juaire Bersie Ben Pierson Anita Burke Tim Klausler Kati Rainwater Julie Carlson Harry Kline Lisa Reiten Bridget Collins Peggy Kluthe Mari Salamanca Debbie Cordes Kim Kongnso Nathan Schmaltz Penelope Curry Eva Lageson Karen Shaw Bruce Daubanton Jean LaPitz Steve Skinner Nathan Ehlers Mary Anne Lantz Penny Stewart Judy Finger Stephanie Marschall Mary Thelen Ron Finger Jenae Marthey Breanna Vincent Pamela Gackstetter Mike McCollum Patricia Wallway Charles Grawe Deb Melton Casy Weise Melissa Haas Susan Muelken Debbie Wessman Joyetta Hattouni Mary Mueller BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the foregoing individuals are hereby appointed as election judges and/or election officials for the State General Election to be held on November 3, 2020, in the City of Apple Valley with the understanding that amendments may be necessary to the appointments in order to fill vacancies. BE IT FURTHER RESOLVED that the City Clerk is hereby authorized to make the necessary substitutions. Judges will be paid at the rate of$10.50 per hour and Co-Head Judges at$13.50 per hour for time trained and worked. ADOPTED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk • ITEM: 4.E. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Reduction of Various Financial Guarantees Staff Contact: Department/ Division: Mari Salamanca, Department Assistant Community Development Department ACTION REQUESTED: Approve reduction of various financial guarantees. SUMMARY: 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 these developments indicates that the following actions are in order: 1. Nuvelo - Bigos Kelley Park Block 1 (PC17-16-Z) Wire Transfer 7/3/2018, $536,784.00 Reduce down to $0.00 2. Nuvelo - Bigos Kelley Park Block 2 (PC17-16-Z) Wire Transfer 7/3/2018, $672,920.00 Reduce down to $0.00 3. Menards at Hanson Concrete (PC18-17-SB)(2019-109) Cash Check #6232931 dtd 9/12/2019 for $2,929,613.00 Reduce down to $2,067,575.00 (release $862,038.00) 4. Menards at Hanson Concrete (2019-107) Cash Check for $2,576,250.00 Reduce down to $1,084,576.00 (release $1,491,674.00) BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.F. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Table Applewood Pointe of Apple Valley to October 8, 2020 (Tabled from the September 10, 2020) Staff Contact: Department/ Division: Thomas Lovelace, City Planner Community Development Department Applicant: Project Number: United Properties PC19-10-ZSB Applicant Date: 10/16/2019 60 Days: 12/14/2019 120 Days: ACTION REQUESTED: A motion to table the Applewood Pointe of Apple Valley rezoning, subdivision and site plan/building permit authorization, located at 12444 Pilot Knob Road to the October 8, 2020, City Council meeting, per the request from United Properties. SUMMARY: United Properties is seeking City approval of the following: 1. Rezoning of the 10.9 acres, located at 12444 Pilot Knob Road, from "M6-A" (Multi- Family Residential/6-12 units per acre) to "PD" (Planned Development). 2. Subdivision by plat of the 10.9-acre site into one lot and one outlot. 3. Site plan/building permit authorization to allow for the construction of a 3-4 story/98- unit senior cooperative building. The property is located at 12444 Pilot Knob Road. It is bounded by Pilot Knob Road (CSAH 31) to the west, McAndrews Road (CSAH 38) to the south, and the Valleywood Municipal Golf Course to the east and north. A single-family home and three outbuildings are currently on the property. Access to the property is from a driveway off Pilot Knob Road, which will be removed as part of the proposed development project. The public hearing for this request was held on November 6, 2019, and the Planning Commission recommended approval at their August 5, 2020, meeting. The City Council considered this request at their August 27, 2020, meeting and voted 4-1 to table it until their September 10, 2020, meeting. The petitioner submitted another letter requesting that the item be tabled until the September 24, 2020, meeting. The purpose of the extension was to allow the petitioner additional time to meet with representatives from the surrounding neighborhood, prepare revised landscape plans, and to consider development options for the site. The Council voted 5-0 to table the request to the meeting of the 24th. Since that meeting, the petitioner and the neighborhood representatives have scheduled a meeting for September 15. With that said, the petitioner has submitted another letter requesting an extension until October 15, 2020. The next available opportunity for the City Council to review this project will be their October 8, 2020, meeting. BACKGROUND: Comprehensive Plan: The 2040 Comprehensive Plan Land Use Map guides the property "MD" (Medium Density Residential/6-12 units per acre). Medium Density Residential land uses include townhomes, other attached single-family dwellings, and low-rise apartments and condominiums at densities that range from 6-12 units per acre. This designation fits with the M-4, M-5, M-6, and PD zoning districts. The applicant is proposing to construct 98 multi-family dwelling units. There is the possibility of the addition of up to seven (7) villa homes, which could be developed by others. The proposed senior co-op and villa homes on ten (10) acres could result in an overall density of 11 units per acre, consistent with the "MD" designation. Therefore, the proposed development is compatible with the current land use designation. Livable Communities Impact: The proposed multi-family development will provide 98 senior co-op dwelling units and seven (7) townhomes. This development proposal will address the City's Livable Communities Act (LCA) principles 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 property is currently "M-6A" (Multiple Family Residential/6-12 units per acre). This property has had this designation since 1990. Prior to 1990, the property was zoned "A" (Agricultural) as was much of the non-public property in the area. M-6 zoning districts are intended for those areas which are designated for "medium density" in the comprehensive guide plan, where a moderately high density of townhouse or apartment dwelling units is expected. Property within these districts are characterized by relatively level topography, the minimal presence of significant mature vegetation and proximity to either neighborhood or community collector roads or to arterial roads. Townhouse dwellings and apartment buildings are permitted uses within this zoning district. A building in this zoning district can be no taller than 45 feet and can have a maximum of three stories. The proposed building will have a maximum height of 56 feet. The applicant is requesting a rezoning from "M-6A" to "PD" (Planned Development). A Planned Development is an urban development often having two or more principal uses and having specialized performance standards relating to an overall approved development plan to provide for an optimal land use relationship. The purposes of a planned development are: • To encourage a more creative and efficient approach to the use of land; To allow a variety in the types of environment available to the people of the city; • To encourage more efficient allocation and maintenance of privately controlled open space in residential developments through the distribution of overall density of population and intensity of the land use where an arrangement is desired and feasible; • To provide the means for greater creativity and flexibility in environmental design than is provided under the strict application of the zoning and subdivision chapters while at the same time preserving the health, safety, order, convenience, prosperity and general welfare of the city and its inhabitants; • To encourage an overall design within the natural boundaries for an area; and • To provide an overall guide for developments that are staged because of the size of an area The criteria necessary for approval of the preliminary development plan as well as the rezoning shall be as follows: 1. The proposed development is in conformance with the comprehensive guide plan of the city and encompasses an area of not less than five (5) acres. 2. The proposed development plan is designed in a manner so as to form a desirable and unified environment within its own boundaries. 3. The planned development will not create an excessive burden on parks, schools, streets and other public facilities and utilities which serve or are proposed to serve the planned development. The proposed maximum number of stories (four) and 56-foot tall building height would be addressed through a planned development. Preliminary Plat: The subject property is currently unplatted. The applicant is proposing to subdivide the 10.9-acre site into one (1) lot and one (1) outlot. The proposed 7.5-acre lot will be the location of the 98-unit senior cooperative building. The 1.1-acre outlot will be reserved for future residential development. The remaining land area will be public right-of-way. The plat shows 75-foot highway easement for the half right-of-way of Pilot Knob Road and 50 feet of half right-of-way for McAndrews Road. An additional 25 feet of right-of-way width will need to be dedicated for McAndrews Road. Drainage and utility easements are shown along the perimeter of the property and a drainage and utility/access easement is shown over and across the development's private street. A minimum ten-foot (10') wide easement shall be established along the property lines abutting the public roadways and five-foot (5') wide drainage and utility easement along all common lot lines. Site Plan: The applicant is proposing a 98-unit senior cooperative building on a 7.5-acre lot. Access to the site would be via a 26-foot wide private street that will intersect with McAndrews Road (CSAH 38) on the south and Pilot Knob Road (CSAH 31) on the west side. Access to the building and surface parking will be via two driveways directly from the private street. A third driveway off the private street will provide access to the building's underground parking. The plan identifies 63 surface parking spaces and 115 underground, which equate to a ratio of 1.8 vehicle parking spaces per unit. City code does not specifically address parking for senior only apartments. Review of parking for recent senior apartment projects show that parking ratios vary depending on the type of project. For comparison, the Summerhill senior cooperative on Granite Avenue and 140th Street West has a parking ratio of 1.8 spaces per unit and the Zvago senior cooperative, located at the corner of Founders Lane and Galaxie Avenue, has 1.7 spaces per unit. It appears that the parking for this proposed project is consistent with similar projects that have been built in the city. The proposed building will be set back 76 feet from McAndrews Road, 56 feet from Pilot Knob Road, 59-112 feet from the rear property line and 25-40 feet from the private street. Building setbacks in typical multi-family zoning districts vary from 50-100 feet when adjacent to an arterial road, 20 feet from a private drive and 25-40 feet from any rear or side yard. Parking lot setbacks in multi-family residential zoning districts are 20-50 feet from an arterial road and 5-15 feet from a side or rear yard. The proposed parking lot would meet the standard setback requirements for typical multi-family zoning districts set forth in the City Code. The site plan shows future development of seven townhomes along the south side of the private street. Site issues related to the townhome development will be addressed at the time of submittal of development plans for the outlot. The original site plan showed the proposed private street being 24 feet wide. This would not allow any on-street parking and would be difficult for emergency vehicles to maneuver. Staff suggested that the street be widened to 26 feet to allow for parking on one side and better emergency access. The on-street parking would help alleviate any future parking concerns associated with the proposed townhome development along the south side of the street. The revised plan shows a 26-foot wide street with 10 parking spaces on the southwest side of the street. Those parking spaces will be in front of the future townhomes. Staff has some concern about having the parking spaces located across from the underground garage driveway and north driveway of the surface parking lot. That area should be signed "No Parking", which will result with the elimination of a minimum of four spaces. The site plan indicates that "No Parking" signage will be installed along the north side of the private street. Staff is recommending that the north curb be painted yellow and 'No Parking Fire Lane" signage be erected in place of the proposed "No Parking" signage. Several retaining walls varying in height from 5 to 13 feet high will be constructed on the site. Any retaining wall over four feet tall will require a building permit. Storm water ponds will be constructed in the southwest corner of the site, along the north side McAndrews Road, south of the private street; and in an area between the building and private street. The storm water ponds will collect storm water runoff from the site. The ponds located in front of the building and in the southeast corner of the site will pre-treat the runoff collected. A gazebo and two-foot high retaining wall will be located between storm water pond and surface parking lot. A water feature with a five-foot tall boulder wall will be located in the northeast corner of the site. A concrete patio area will abut the pond and provide a nice amenity for the residents. Grading and Utilities: Mass grading of the site and installation of utilities will be needed to prepare it for development and the installation of utilities to serve the site will be necessary. The grading and utility plans have been reviewed by the City Engineer and his comments are included in the attached memo. The demo plan identifies four wells in the site that will be sealed and abandoned in place. It does not identify the location of a septic system and drain field. These elements will need to be removed as part of the development of the site. Tree Inventory and Preservation Plan: Development of the site will result in the removal 5,933 caliper inches. Replacement shall occur in accordance with the City's Natural Resources Management Ordinance, which states that 10% of the total number of diameter inches of significant trees removed must be replaced within the subdivision. Landscape Plan: The landscape plans identify a variety of coniferous, ornamental and overstory trees as well as a variety of ornamental grasses, perennials and shrubs. The applicant will need to meet landscape requirements within the City's zoning ordinance, which requires that multi-family residential developments install landscaping (live plant material excluding sod) that will have a minimum cost of 2.5% of the estimated building construction cost based on Means Construction Data. The applicant will need to submit a detailed planting list for review and approval by City staff prior to issuance of a building permit. Three Lindens and one Northern Pin Oak trees are located in the McAndrews Road right-of- way. Those trees will need to be relocated outside of the right-of-way. Lighting Plan: City code requires that any light or combination of lights that cast light on any adjacent residential property shall not exceed one-half foot as measured from the property line. Their submitted lighting plan meets the requirements set forth in the code. Elevation Drawings: The exterior finish of the senior cooperative will be a combination of fiber cement lap siding, EDCO metal board and batten lap siding, metal siding, face brick, ashlar pattern modular block, and precast stone trim. City code requires that multiple residential buildings in multi-family zoning districts have an exterior finish consisting of at least 50% non-combustible, non-degradable, and maintenance-free construction materials, such as face brick or natural stone, with the balance being non-manufactured natural construction material, such as plank cedar or redwood. Since this building will likely be located in a planned development-zoning district, specific requirements for exterior finishes on all buildings may be different than what is commonly required. The garage floor plan shows 116 vehicle parking spaces, a bike repair and storage area, golf simulator room, hobby shop and car wash area. The vehicle parking spaces will be 10 feet wide and 18 feet long and will be accessed via a 24-foot wide drive aisle. Mechanical and utility rooms and the trash area will also be located in the garage level. The main floor will have 24 units and one guest suite. Included on this floor will be the main entry, lobby, offices/mail work room, great room, and fitness area. An outdoor terrace will be located off the lobby and great room. The second floor will also have 24 units and one guest room; as well as a library, club room, and arts and crafts area. The third floor will have 28 units and the fourth floor will have 22 units. No common gathering/special use areas will be located on these floors. All units will have a patio or balcony, and storage units will be available on each floor. Street Classifications/Accesses/Circulation: The site is bounded by Pilot Knob Road (CSAH 31) on the west and McAndrews Road (CSAH 38) to the south. Both are A Minor Arterial roads, which have a design capacity of 5,000-30,000 vehicles a day. The 2017 volume for McAndrews Road is 9,200 vehicle trips per day, west of Pilot Knob Road and 9,300 trips per day east of Pilot Knob Road. The 2040 forecast shows 11,200 trips west and 13,700 east of Pilot Knob Road. Pilot Knob Road has an existing volume, as of 2017, of 17,500 vehicle trips south and 20,500 trips north of McAndrews Road. The 2040 forecast shows 21,900 trips south and 27,000 north of McAndrews Road. The proposed senior cooperative will generate approximately 364 trips per day and 52 trips will be generated by the seven townhome dwellings. A trip is defined as a single or one-way motor vehicle movement either to or from a subject property. Therefore, someone leaving a site to go shopping and returning to the site would be two trips. The trips generated from this site should not have an adverse impact on the general function of the roads. Access from the two public roadways to the private street will be limited to a right-in only intersection off Pilot Knob Road and a right-in/right-out only intersection off McAndrews Road. Right turn lanes will be constructed at both intersections and raised medians will be extended in the roads to deter additional movements at those locations. The width of the private street at the Pilot Knob Road intersection will be shortened to 20 feet to restrict access directly to Pilot Knob Road. This will require the construction of a vehicle turnaround at the west end of the private street for vehicles going westbound. Because the project area is located adjacent to two minor arterial roads and a public golf course, access to public transit will be limited. However, transit providers, such as DARTS, Metro Mobility, and Transit Link provide services where regular route transit service is infrequent or unavailable. Pedestrian Access: The site plan shows an internal network of private sidewalks. Bituminous trails will be installed along the east side of Pilot Knob Road and the north side of McAndrews Road. Several connections from the internal sidewalks to the public trails have been made that will allow residents direct access to the public system. Signs: Monument signs are shown at both street intersections. All signage shall comply with requirements set forth in the City's sign ordinance. Dakota County Review: Because the proposed subdivision is located adjacent to Pilot Knob and McAndrews Roads, which are both county roads, it is subject to review by the Dakota County Plat Commission. The Commission reviewed this development proposal on October 30, 2019. Their comments are included in the attached letter. Public Hearing Comments: The public hearing for this request was held on November 6, 2019. The hearing was opened, comments were taken and the hearing was closed. Staff has provided a synopsis of the comments from that hearing and staffs responses to those comments. Several comments and concerns were raised regarding the impact this development will have on traffic in the area. Those concerns included: • Potential cut through traffic in the Huntington neighborhood; • U-turns at Pilot Knob Road/McAndrews Road intersection, and; • Sightlines along McAndrews Road Staff Response - The applicant has provided a traffic memorandum that addresses the first two points. The sightline concern and U-turn movements were taken into consideration by Dakota County during their review and recommendations, which are included in the attached memo from the Plat Commission. The applicant has submitted information regarding potential cut through traffic in the neighborhood, which is included with this report. Comments were received regarding the density of the project. Staff Response - The property is currently zoned M-6A (Multi-Family Residential), which allows for a density of 6 to 12 units per acre. The density being proposed is consistent with the current zoning. Comments were received regarding the lack of trails going northbound on Pilot Knob Road nor eastbound on McAndrews Road. Staff Response - Pathway sections will be constructed along the roadway sections that abut the subject property. Comments were received about the lack of shopping and services in the immediate area. Staff Response - The applicant has provided a map that shows the location of retail areas, which indicate that there are many retail opportunities within five miles of the site. Also, those interested in the proposed development have expressed not wanting to be retail areas and services. A concern was raised about the number of trees that will be lost. Staff Response - Tree removal and replacement will be subject to the City's Natural Resources Management Ordinance, which requires that 10% of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subdivision. Because the applicant is requesting a rezoning to a planned development, the City will be able to negotiate with the developer on additional landscaping enhancements. A concern was raised about impact that the site's lighting will have in the neighborhood. Staff Response - 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 from the public streets. Direct glare from floodlights 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. 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 reading) 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 from the residential property. The petitioner has submitted a lighting plan, which identifies the location of streetlights, parking lot lights and light bollards along the private sidewalks. It appears that the onsite lighting is in conformance with City Code. A question was raised on how long the temporary access off Pilot Knob Road will be there. Staff Response - The County stated that removal of the access will be considered at the time of development of the property located directly north and east of the property. That property is currently the site of the Valleywood Golf Course and there is no interest in redeveloping that property. A concern was expressed about whether there is adequate parking in this development. Staff Response - The proposed parking ratio of 1.8 spaces per unit is consistent with other senior developments in the City. The City has also requested that the private street serving the development have a minimum width of 26 feet, which will allow for on-street parking along the street's south side. BUDGET IMPACT: N/A ATTACHMENTS: Applicant Letter Letter Memo Memo Applicant Letter Memo Background Material Ordinance Resolution Resolution Location Map Comp Plan Map Comp Plan Map Preliminary Plat Site Plan Plan Set Landscaping Plan Lighting Plan Elevations Elevations Floor Plan Site Plan Site Plan yyw p y, 651 Nicollet Mall,Ste 450 1331 tlth Street,Ste 604 UNITED �11 Minneapolis,Minnesota 55402 Denver,Colorado 80202 PROPERTIES 952-835-5300 720-998.8866 September 11, 2020 Thomas J.Lovelace City Planner City of Apple Valley 7100 147th Street W Apple Valley, MN 55124 Dear Mr. Lovelace, United Properties is requesting a continuation for the current Applewood Pointe of Apple Valley submittal requesting a preliminary plat, site plan review and rezoning to planned development. We would like to extend the deadline date to October 15, 2020. Best Regards, 69:MU/VW Jennifer Mason Received 8/18/20 Dear Mayor Mary, Mr. Lovelace, and Mr. Chair Melander, I am disappointed to learn I missed the August 5 Planning Commission meeting as I see there was an opportunity for me to speak in attendance of that meeting in regards to Land Use Item 5a: rezoning location 12444 Pilot Knob Rd as to allow construction of Applewood Pointe project. A previous Planning Commission meeting had this item on its agenda but was withdrawn at that meeting's start. I have tried to keep tabs on the subject and honestly was surprised to see I missed this on the agenda of the August 5 meeting. I also feel that if there is an opportunity to speak about a property so close to me and will directly affect me that I should have been giving adequate notice. I reside at , which is directly across Co Rd 38 from the proposed project. I have several concerns in allowing this project. The traffic concerns that were brought to attention at the November Public Hearing do not seem to be addressed fully or satisfactorily. I also am concerned of the increased light and sound pollution potentials to my property and I feel the response to these items, which were brought up at that hearing as well, also did not satisfactorily address those concerns. Lastly, I wonder what will become of this property when its planned use as a Senior Living Center becomes unsustainable. This area of Apple Valley is a unique place, void of large buildings and commercial properties, and has a great appeal to the residents of the area as well as those that travel in and around it. I am saddened to maybe be losing that, and I see no outcome other than my property's value being reduced because of a construction of this sort. In closing, I would ask if there will be any other public hearings, or other means of discussion by local residents in regards to the rezoning and this site in question. Thank you and sincerely, Received 8/26/20 Hello Mayor Mary, Mr. Lovelace, Mr. Melander, As the city council comes to a hearing and vote on approval of the new Applewood Point complex, I ask you to think about the noise pollution that this new complex will add to an already noisy intersection. We live just south of the designated build site. With the planned retaining wall, condo complex, and removal of sound buffering large trees, a substantial increase in noise pollution will occur. I am concerned that the planning commission has not taken this into account, and have seen no report to suggest that the current noise pollution is at an acceptable level for a residential neighborhood today, let alone with added increasing variables. Furthermore, I have not seen any type of mitigation plan put in place that was suggested by the Dakota County Traffic Council to buffer the sound coming from McAndrews and Pilot Knob to the neighborhood to the south and south west of the construction site. Not only is this a concern for my family and neighbors' standard of living, but also the entire neighborhood's property values, which I don't need to explain the long term effects on the city's general ledger. If a noise pollution mitigation solution, such as a sound barrier wall, is not included in this plan, my family and families in the neighborhood will be forced to re-evaluate our choice to live in the Apple Valley Community, which is not our desire. As the city council meets tomorrow on this topic, put yourself in our shoes. We of the Huntington neighborhood implore you to consider what this project will mean for the current residents, tax payers, and voters of the surrounding area's desirability and community. Thank you for your consideration. Received 8/28/20 Good Afternoon Mr. Lovelace, My name is and I live on Deepwoods Court in Rosemount with my husband and 4 children, just south on McAndrews from the planned development on McAndrews/Pilot Knob. I called the city with my concerns last summer and a very kind person from the engineering department shared that a "safety study" was planned. I was just wondering if that safety study is complete and if there is a way to view the results? Second, I would just like to express our concerns about increased traffic on McAndrews and Pilot Knob and related safety issues. As I'm sure you're aware, that intersection is already very congested and with traffic congestion comes increased accidents (especially when adding increased traffic to an intersection area and onto a 2 lane road). Also, there is no bike or walking path on McAndrews, leaving those of us who live in the many cul-de-sacs/U shaped roads off McAndrews (in other words, those of us with no access to less busy roads for a run, walk or bike ride) with no choice other than walking or biking on McAndrews, and the more cars on that road, the more dangerous it is. In fact, 4 years ago my daughter fell off of her bike trying to distance herself from a car coming up behind her who was driving very close to the shoulder. As she tried to move to the right, her wheel got caught between the pavement and the gravel, she fell and broke her collar bone. I was riding behind her and it was incredibly scary to watch her wobble as, if she had fallen the other way, she would have skid into the road and there are always cars coming on McAndrews, she would have been hit. Fortunately, she had enough time to think about it and had the ability to lean into the ditch. We used to walk and ride our bikes on the inside edge of the shoulder and even into the ditch to keep distance from the cars. But, with the new road put in, they made the shoulders narrower and put up guard rails that prevent us from creating that distance between ourselves and the cars, which increased the danger to the point we no longer bike on McAndrews. With the speed limit being so high on McAndrews, it is very dangerous to walk or bike on that road, already. Adding 98-105 new couples/families to live and drive near that intersection will only increase the danger to those driving, walking, running or biking on McAndrews. Thank you for your consideration and please do let me know if there will be any open meetings regarding this issue or any other way that I should express our concerns. Sincerely, Received 9/1/20 To Mayor Hamann-Roland and Council Members, We are writing to encourage you to approve the Applewood Pointe development at Pilot Knob and McAndrews. We live on the far end of Cobblestone Lake and look directly at the four story Presbyterian Home and the pavilion the city built. We have no large trees to block our view of the building and no pretty landscaping to look at in the park. I just listened to your August 27th meeting and the concerns raised. The height of the building seems to be a major concern. We don't know why this should be such an issue with all of the mature trees that will surround the property. Since Presbyterian, Zvago and the huge development on 140th and Cedar are all four stories, why would you deny Applewood? We should disclose that we are on the reservation list for this location and if you make them cut down to three stories, they may no longer be affordable to many of us. Also, some of us are snowbirds, so we won't be around to slide down McAndrews in the winter© We urge you to accept the original plan submitted to you by United Properties. As some of you said, you could get a 90 unit apartment building of rental units. The Applewood building would not stick out like a sore thumb as some council members and neighbors are concerned about. Thank you, Dear Mayor Mary and Apple Valley City Council Members: My husband and I chose to be Apple Valley residents 26 years ago. We, as senior citizens, are at the point in our lives where we need to make decisions about leaving our multilevel home. We absolutely want to stay in Apple Valley. The Apple Valley Applewood Pointe would be perfect for the next stage of our lives and allow us to remain in the city we so dearly love! Our present home will be perfect for a young family to enjoy our great neighborhood and fantastic schools. We attended the Planning Commission meeting last November regarding United Properties plans. Last week we attended the informational meeting for the proposed Apple Valley Applewood Pointe location. Based on the plans, all traffic issues seem to have been addressed. The plans for the building and property are beautiful. The resident senior citizens will be good neighbors and will be enjoying activities in their own building. We seriously doubt that there is a demographic that would be better fit into the neighborhood. Right now, the property tax for that parcel of land is $12,912. The additional revenue from a 98-unit senior cooperative and 7 townhouses would add to the city coffers. An educated guess would put the value of those units at about $400,000 each. The City of Apple Valley and School District 196 will greatly benefit from a broader tax base, which the development will contribute to. In theory, current homeowners, as well, could benefit. The cost of city services will be spread over the expanded tax base. Also, we believe this development will minimally impact city services such as police and fire departments, etc. The City Planning Commission has listened to the neighborhood concerns and has addressed all those issues. We certainly can understand the concern of extra traffic in the neighborhood. With the proposed traffic routing, we just don't see people cutting through the Dorchester Trail neighborhood. There has been a lot of discussion about this project on the Nextdoor website. We have participated in some of that discussion. There are many concerns about traffic and a few other issues, which are certainly valid. However, from reading some of the comments, we get the sense that this is; "I've got my piece of paradise and everyone else, stay away." For example, one person was concerned about how far away shopping would be for the senior residents. Why should that concern anyone but the building residents? Another example, "our city council leaders they have failed us big time to line the pockets of the billionaire Pohlads". Really, that's an argument for whether Applewood Pointe is appropriate for the neighborhood? So, we are asking the Mayor and the City Council to consider the opinions of all city residents and not just a few vocal people in the immediate area around the planned development. We ask that you please approve the building of Applewood Pointe and continue to make Apple Valley an even better place to live. Sincerely, To: Bruce Nordquist, Director of Community Development, Apple Valley As a resident of the neighborhood directly across the street from the proposed Applewood Pointe, I want to let you know that I am strongly in favor of the development. Not only do I believe it would be beneficial to the city, but my husband and I are currently looking for alternative housing options for our active senior life style. We would prefer to stay in Apple Valley. Ideally a location out of the "city" center and close to our beloved Lebanon Hills parks, the golf course and family. Therefore, we will choose Applewood Pointe. We have known for a long time that the corner property was zoned and due for development once the original owner left. We believe Applewood Pointe would be a win-win for the city, for us and for our current neighborhood. It will add greatly to the tax base and yet minimally impact city services, schools, etc. Most of my neighborhood's complaints are naturally directed at the county road situation and proposed changes. This seems to be a county issue as any development will cause concern. McAndrews has always been a concern for our neighborhood. No sidewalks, the speed limit rises dramatically when it crosses Pilot Knob and Rosemount's development have added to the road's usage. The turn lanes added recently have been helpful but have made walking on McAndrews difficult. If I could change one thing about the development, it would be the correction to the entrance/exit problem. Please excuse the small group "of the not in my backyard" folks; they will age someday, too. Most of us know that progress can be beneficial to the entire city. Please let me know if I should direct these comments to anyone else in the city. I am assuming you would be the natural choice. Thank you, Received 9/2/20 Hi Bruce, My wife and I moved to Apple Valley in 1984 and we love it. We listened to the board meeting where the proposed Applewood Pointe facility was discussed. We just wanted to tell you that we are very interested in living in the new facility when it is completed. We are avid bird-watchers and hikers and spend a lot of time in the Lebanon Hills area. We are excited about being able to move into a complex such as Applewood Pointe which is right by the area we love to visit when doing our hobbies. This would be much more appealing to us than living in an area like Zvago (which we also looked at) which is right downtown, surrounded by the concrete and congestion. We would still do our shopping, stay with the same church, etc that we do now, but would be so much closer to nature with all those trails. We are not concerned about the road congestion issues and u-turns, etc. I often ride my bike in that area and have never felt uncomfortable with traffic. Thank you for your time reading this. ... S... S .. CITY OF Apple Valley MEMO Public Works TO: Tom Lovelace, Planner FROM: Brandon S. Anderson, City Engineer DATE: December 13, 2019 SUBJECT: United Properties Applewood Pointe Preliminary Plan Review Tom, The following are comments regarding the United Properties Applewood Pointe Preliminary Plat& Plans submitted November 27, 2019. Please include these items as conditions to approval. General 1. All work and infrastructure within public easements or right of way shall be to City standards. 2. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. 3. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring(if applicable) b. Material Storage. c. Haul routes to and from the site. d. Phasing 4. Storm water Pond and Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement. 5. Infiltration Maintenance Agreement will be required for the privately owned storm water treatment areas. 6. The developer shall identify whether site utilities will be installed under private or public contract. 7. License to Encroach will be required for any structures or signs in drainage and utility easements. Permits 8. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. 9. A Dakota County Right-of-Way permit will be required for work within the McAndrew's and Pilot Knob right-of-way. 10. A Natural Resource Management Permit(NRMP)will be required prior to any land disturbing activity commences. Site 11. Final site plan shall be reviewed with the construction plans and approved by City Engineer. 12. Access to site shall be in accordance with Dakota County Plat Commission recommendation per October 31,2019 letter. 13. Applicant submitted a traffic trip generation report: a. The overall changes in area trips is expected to be an increase of 23 a.m.peak hour trips, 29 p.m.peak hour trips and an overall increase of 416 daily trips. b. McAndrew's has a 2017 ADT of 9,800 and Pilot Knob has a 2016 ADT of 20,500 vehicles per day. c. The directional distribution appears to match Dakota County access restriction. d. Travel time and distance exhibit 3 appears to be an accurate depiction of anticipated travel routes. 14. Provide a cross section for Pilot Knob Road and McAndrew's Road showing required turn lanes, shoulders and medians. 15. Show bituminous trail locations along Pilot Knob Road and McAndrew's within ROW. Trail should be 8' wide with 8' Minimum Boulevard measured from future additional lanes for existing Pilot Knob and McAndrew's. Trail shall be extended just past driveway aprons at both locations. Trail alignments as shown do not meet Dakota County Design Standards 16. Provide taper lengths and ratio along Pilot Knob Road and McAndrew's Road for the medians and turn lanes and should be designed for 55 mph roadway. 17. Pedestrian curb ramps in accordance with City of Apple Valley standards are required at sidewalk crossings of entrances. 18. A bump out for vehicle turnaround shall be provided at the west end of private roadway near Right in access from Pilot Knob for vehicle turnaround across from townhouse driveways. 19. Last townhouse to the west,the driveway should be shown on the high side of street and to create additional spacing from right-in. Driveway locations should be shown on high side of street. 20. Surmountable curb should be used per STR-1 near townhouse driveways. 21. Drainage and Utility Easement over public utilities in Private Street shall be a minimum of 50' (based on width requirements of 1.5:1 slope to invert ratio from pipe depth. 22. Property Line to townhomes and sidewalk location should be adjusted to coordinate with SER-1 and STR-32 and min. required easement width. 23. Proposed private Pretreatment fore bay area cannot encroach into drainage and utility easement area. Additional berming at outlet may be necessary to ensure drainage cannot overflow to townhouse rear yard or County ROW. Grading,Drainage and Erosion Control 24. Final Grading Plans shall be reviewed and approved by City Engineer. 25. Final Stormwater Management Plan shall be reviewed and approved by City Engineer. 26. Provide Hydro CAD modeling files to the City Engineer. 27. Provide the overall site composite Curve Number(CN) along with the impervious % on the grading plan. The CN should be separated for Lot 1 Block 1. 28. Provide the Storm water Pollution and Prevention Plan(SWPPP)prior to construction. 29. Project is located within 1 mile of an identified impaired water(Farquar Lake). Farquar Lake is impaired for nutrients. a. Per Apple Valley SWMP policy 6.4, enhancement to the pond and infiltration bench to capture dissolved phosphorous are recommended. b. Must comply with NPDES Construction permit section 23.9 and 23.10 30. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10-year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. a. The 2018 SWMP PC-SWWM model indicates a maximum discharge rate leaving the site at STRM-100 of the following: i. 2-year 14.98 cfs ii. 10-year 33.06 cfs iii. 100-year 70.73 cfs 31. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre-development condition 32. Wet ponds and pretreatment basins (both interim and full build-out) shall meet the requirements of the MPCA's Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. a. Wet Ponds i. The minimum required total storage volume(Vts) equals the sum of the volume in the permanent pool(Vpp below the outlet elevation)plus live storage allocation for water quality volume(Vwq). Vwq equals 1.0 inch of runoff per new impervious acre. It is required that the Vwq is discharged at no more than 5.66 cubic feet per second per surface area of the pond. ii. It is required that basin outlets have energy dissipation: 1. The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. 2. It is highly recommended that where open channels are used to convey runoff to the pond,the channels be stabilized to reduce the sediment loads. b. Pretreatment Basins/Fore bays i. It is required that where a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10' wide maintenance bench, 1' —2' above the NWL,with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins in conjunction with the maintenance access. ii. It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (Vwq)in a pool that is four to six feet deep.Note that the fore bay storage volume counts toward the total permanent pool requirement. Vwq equals 1.0 inch of runoff per new impervious acre. iii. It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. iv. It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. 1. The outflow pipe velocities from the pretreatment basins to the wet ponds are significantly above 6 fps. To alleviate the demand on the outlet pipe,the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet ponds via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. v. Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the pretreatment basins shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1' between the NWL and the top of the submerged pipe. c. Maintenance Access i. It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. ii. It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. iii. The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. d. Pond Buffers and Setbacks i. It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g., buildings) should not be constructed within the buffer. ii. Restoration/Landscape plan should indicate required buffer area above the HWL. Buffers should not encroach into trails. e. Pond Emergency Spillway/EOF i. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 33. Soil borings indicate a clay layer present in the South Storm water basin(Soil boring 7, 8, and 11). Address clay layer and assess feasibility to infiltrate within the infiltration bench. 34. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. 35. The NWL, 100-year HWL and all EOF's should be indicated on plan sheets for storm water pond and infiltration basins, including the water feature shown in the northeast corner of the site Hydraulic calculations shall be approved by the City Engineer. 36. Identify elevations of openings on C500 to ensure that EOF's are 1.0' below the lowest openings and lowest floor(including basements) are: a. At least 1 foot about the estimated 100-year water surface elevation in accordance with SWMP Policy 1.1 37. Identify parking lot and rear yard EOF elevation and routing. Modeling should be provided for depression at STRM-602 to provide adequate freeboard from FFE of building. HWL should be indicated on plans. 38. Proposed"water feature" on C500 indicate water elevation above FFE and underground parking. See note 37 regarding allowable elevations relative to FFE. 39. Provide cross section detail of proposed swale on the north side of the site along with frozen ground snowmelt conditions to ensure proper drainage. 40. All drainage swales and turfed areas shall be at 2%minimum slope. CBMH should be added (extended from STRM-203)to pick up drainage from rear of building prior to discharging to County ROW. 2%minimum slope is not being met along base of rear retaining wall. 41. All retaining walls over 48"from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Provide additional details and/or specifications for retaining wall block type. 42. Retaining Walls shall NOT be located with Right or Way and shall be privately owned and maintained. Boulder walls with south storm water basin shall not encroach into drainage and utility easement areas. 43. No utility crossings are allowed in storm water facilities as shown on C600. Storm Sewer 44. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. 45. Provide storm sewer calculations for stormwater requirements. (Rational method including Hydraulic grade lines). 46. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. 47. Existing ditches and culverts will need to be connected to storm water within ROW. STRM-700 and STRM-600 will need to be conveyed via storm sewer as McAndrew's and Pilot Knob have urban typical sections at this location. STRM-100 should be modified to connect STRM-800, STRM-804, STRM-101 48. Additional catch basin(s)may be required in the curb line prior to drainage leaving site onto public ROW. 49. Additional storm sewer catch basins are anticipated in both required turn lanes to meet MN DOT State Aid standards for drainage design. Sanitary Sewer and Water Main 50. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. 51. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. 52. Provide additional drawing showing fire hydrant coverage. 53. Future water main tee and gate valve connection should be extended north of Pilot Knob Access Drive for future water main extension to the north. A Hydrant is required at the end of the water main for flushing and testing. Additional valves will be required at tee location. 54. 16"water main connection requires a butterfly valve(not a gate valve as indicated). 55. Existing unused water service shall be removed entirely back to the main. 56. Sanitary Sewer and water main alignment in roadway shall be per City of Apple Valley standards including service connections to proposed townhomes per SER 1 and SER 1A. Water main shall be located entirely on the south side of private roadway. 57. Per C600, telecommunication and power service should be relocated out of the pavement section. All small utilities will need to be installed outside curb line and within drainage and utility easement. Landcape and Natural Resources 1. No trees are allowed in Dakota County Right of Way. 2. No major tree plantings shall be located over any underground utilities. Clusters of trees shall be used near or around these areas instead of planting in a row. 3. A protective buffer zone in accordance with ordinance 152.57 is required(16.5 feet for any storm water pond) and shall be indicated on the plans. Buffers cannot encroach into trails. 4. Consider adding additional trees/landscaping clumps around the proposed pond above the HWL. 5. Additional year round plantings are required along the southern wing of building near the McAndrew's entrance. 6. Boulevard Trees near public sanitary sewer and water main services are not allowed. 7. Diversify the planting schedule to follow City Code 152.46 (B): a. Size, types, diversification of replacement trees. No more than one-third of the replacement trees shall be of the same species of tree, without approval of the city. Box elder,poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) Deciduous trees shall be no less than two caliper inches; and (2) Coniferous trees shall be no less than six feet high. 8. All remaining trees shall be protected from construction damage and root compaction with protective tree fencing. Impacting any Valley wood Golf Course trees is prohibited. Equipment, stockpiles, and contractor parking is restricted from the area labeled"Existing woodland to remain"on Sheet L100. 9. Any wounds or damage to remaining live oaks from March-Nov shall be immediately sprayed with pruning paint to limit oak wilt infections. 10. New trees and retaining walls are proposed to be near storm water infrastructure (inlets, outlets, riprap, boulder outcropping) on each of the basins. Provide 20' clear access for equipment and future maintenance activities on all underground infrastructure. 11. Provide quantities and locations for perennials and grasses. There is a large proposed areas of"native shrubs/perennials" around the basin. Provide a detailed plan for establishment and maintenance if these areas are to be seeded. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x `variety'. Native plants would not contain the variety name in quotes. COUNTY Dakota County Surveyor's Office Western Service Center • 14955 Galaxie Avenue • Apple Valley, MN 55124 952.891-7087 • Fax 952.891-7127 • www.co.dakota.mn.us October 31, 2019 City of Apple Valley 7100 147th Street W. Apple Valley, MN 55124 Re: APPLEWOOD POINTE OF APPLE VALLEY The Dakota County Plat Commission met on October 30, 2019, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 31 (Pilot Knob Rd.) and CSAH 38 (McAndrews Blvd.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. The right-of-way needs along CSAH 31 and CSAH 38 are 75 feet of half right of way for a future four-lane divided roadway.The plat should dedicate an additional 25 feet along CSAH 38 to meet the needs. The access spacing guidelines are% mile (1320 feet) spacing for full access and 1/8 mile (660 feet) spacing for restricted access locations.The access spacing for the proposed accesses are shown as 660 feet on CSAH 38 and 445 feet on CSAH 31 from the CSAH 38/CSAH 31 intersection.The CSAH 31 access does not meet the access spacing guideline for 1/8 restricted access.The Plat Commission will allow a temporary right turn in only access on CSAH 31. Restricted access should be shown along all of CSAH 38 except for the one access opening. Restricted access should be shown along all of CSAH 31 with a temporary access for the right in only location. The temporary access would be allowed until future development to the north or east would allow a full access location to this site and/or unless there are safety concerns along CSAH 31 at this location.A temporary permit would be required through the Dakota County Transportation Department. A quit claim deed to Dakota County for restricted access along CSAH 31 and CSAH 38 is required with the recording of the plat mylars. As discussed, a median is required on CSAH 38 from the CSAH 31/CSAH 38 intersection to Dover Drive and extension of the median along CSAH 31 for the right turn only in location. Right turn lanes will also be required through the permitting process.Also, a private access easement should be recorded with the plat mylars for the adjoining property for future access.As noted,the City will work with developer to construct a trail along CSAH 31 and CSAH 38. The Plat Commission has approved the preliminary plat provided that the described conditions are met. The Ordinance requires submittal of a final plat for review by the Plat Commission before a recommendation is made to the County Board of Commissioners. Traffic volumes on CSAH 38 and CSAH 31 are 8,800 and 20,500 ADT, respectively, and are anticipated to be 13,000 and 32,000 ADT by the year 2030. These traffic volumes indicate that current Minnesota noise standards for residential units could be exceeded for the proposed plat. Residential developments along County highways commonly result in noise complaints. In order for noise levels from the highway to meet acceptable levels for adjacent residential units, substantial building setbacks, buffer areas, and other noise mitigation elements should be incorporated into this development. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder's Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County's rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to,turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Butch McConnell regarding permitting questions at(952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, 7-71". Todd B.Tollefson Secretary, Plat Commission c: Brent Hislop (Synergy Land Co.) Mitchell Cookas and Will Matzek (Kimley-Horn) Jennifer Mason and Alex Hall (United Properties) 1I 1 �\ `= 651 Minneapolis,Mall,Steta450 5 133117th Street,Ste 604 UNITED Ill PROPERTIES Minnesota 55402 Denver,Colorado 80202 952-835-5300 720-898-8866 July 21,2020 Thomas J.Lovelace City Planner City of Apple Valley 7100 147th Street W Apple Valley,MN 55124 Dear Mr. Lovelace, United Properties is requesting a preliminary plat, site plan review and rezoning to planned development for the August 5th Apple Valley Planning Commission Meeting.We are proposing a 4 story 98-unit senior cooperative along with 7 townhomes on the Northeast corner of Pilot Knob and McAndrew's roads. This is a "for sale" product with average home sizes of 1,550 sq. ft. The building placement responds to the natural contours of the site, creating significant green space and a gradual transition from lower to higher density at the intersection. We have also worked carefully to preserve significant buffers between our property and the golf course—both to the North and East. Several architectural perspectives have been included showing minimal impact to the golf course due to the natural grades and abundant existing trees. The proposed high-quality exterior materials were chosen to be reminiscent of those used on a single-family home. These include 50%non-degradable,non- combustible, maintenance-free windows and masonry. Fiber cement lap siding,metal board& batten, and a feature wood-look metal siding make up the remainder of the material palette. Together, the material proportions and composition provide an aesthetically enhanced building tailored to this site. United Properties has been in business for over 100 years and has developed 14 Applewood Pointe Cooperatives; 1 is currently under construction and we will break ground on our 16th AWP this winter. There is very strong demand for this product supported by a significant (doubling)increase in the senior population over the next 25 years. Best Regards, Dave Young Kimley>>> Horn MEMORANDUM To: Brandon Anderson, City Engineer From: Mitchell Cookas Kimley-Horn and Associates, Inc. Date: November 22, 2019 Subject: United Properties Applewood Pointe Preliminary Plan Review Kimley-Horn has reviewed the comments provided by the City of Apple Valley, dated October 31, 2019, and has modified the plans accordingly. The comments and responses are listed below. Responses to comments are in bold italics. GENERAL COMMENTS 1. All work and infrastructure within public easements or right of way shall be to City standards. Acknowledged. 2. Drainage and utility easement shall be dedicated on final plat over all public infrastructure. Acknowledged. An updated Preliminary Plat is included in the resubmittal of Civil documents. 3. Provide a narrative of how the buildings will be constructed and any impacts. The narrative shall include the following: a. Shoring (if applicable) b. Material Storage c. Haul routes to and from the site d. Phasing To be included with final Construction Documents. 4. Storm water Pond and Infiltration Basin Construction and Maintenance Agreement will be required as part of Development Agreement. Acknowledged. The proposed wet pond and pretreatment basins will not accept public storm water runoff therefore will remain private. 5. Infiltration Maintenance Agreement will be required for the privately-owned storm water treatment areas. Acknowledged. kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 2 6. The developer shall identify whether site utilities will be installed under private or public contract. Refer to sheet C600 Utility Plan for proposed utility easements locations in relation to proposed utilities. PERMITS COMMENTS 7. Provide a copy of the executed Minnesota Department of Health, Minnesota Pollution Control Agency, Met Council, Department of Labor and any other required permits prior to construction. Acknowledged. 8. A Dakota County Right-of-Way permit will be required for work within the McAndrew's and Pilot Knob right-of-way. Acknowledged. 9. A Natural Resource Management Permit (NRMP)will be required prior to any land disturbing activity commences. Acknowledged. SITE COMMENTS 10. Final site plan shall be reviewed with the construction plans and approved by City Engineer. See sheet C400 Site Plan for review. 11. Preliminary Plat shall indicate required 5' (back)and 10' side lot(adjacent to roadways) easements for proposed Lot 1 block 1. The preliminary plat has been revised and is included in the resubmittal of Civil documents. 12. Access to site shall be in accordance with Dakota County Plat Commission recommendation per October 31, 2019 letter. The proposed site access has been revised in accordance with Dakota County Plat Commission. A proposed Right-In/Right-Out is located along McAndrews Road while a proposed Right-In only is located along Pilot Knob. 13. Applicant submitted a traffic trip generation report: a. The overall changes in area trips is expected to be an increase of 23 a.m. peak hour trips, 29 p.m. peak hours trips and an overall increase of 416 daily trips. Acknowledged. See the revised Traffic Report. b. McAndrew's has a 2017 ADT of 9,800 and Pilot Knob has a 2016 ADT of 20,500 vehicles per day. Acknowledged. See the revised Traffic Report. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 3 c. The directional distribution percentages need to be adjusted to reflect the Dakota County recommended access restrictions. Acknowledged. See the revised Traffic Report. 14. Provide a cross section of the internal private street per City of Apple Valley Plate STR-32. Road should be a minimum of 26'wide face to face. See sheet C703 Construction Details for typical section consistent with City Standard Plate STR-32. 15. Provide a cross section for Pilot Knob Road and McAndrew's Road showing required turn lanes, shoulders and medians. Acknowledged. Off-site improvements are forthcoming, dependent on final coordination with Developer and City. 16. Site plans should show site line triangles at access entrances as well as on the landscape plan. See Sheet C400 Site Plan for the addition of these site line triangles. 17. Show bituminous trail locations along Pilot Knob Road and McAndrew's within ROW. Trail should be 10' wide and should have a two-foot separation between back of trail and ROW. Trail shall be extended just past driveway aprons at both locations. See Sheet C400 Site Plan for the revised location of the 10'wide trail. The development proposes an to dedicate an additional 25'along McAndrews Road and Pilot Knob, which determines to location of these trails. 18. Provide curb radius labels at both entrances to the site. Curb radius labels have been added to both entrances of the site. See Sheet C400 Site Plan. 19. Provide taper lengths and ratio along Pilot Knob Road and McAndrew's Road for the medians and turn lanes. Acknowledged. Off-site improvements are forthcoming, dependent on final coordination with Developer and City. 20. Provide additional drawing showing Auto turn turning movements for emergency vehicles and planned vehicle used onsite. All emergency vehicle access will likely be from Pilot Knob (ingress). See Sheet C401 Fire Access Plan for truck turning movements. 21. A commercial driveway entrance is required at all access point to public roadways per AV Plate No. STR-4 or STR-5. Standard city plates should be referenced on plans. See Sheet C400 Site Plan and CC703 Construction Details. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 4 22. Pedestrian curb ramps in accordance with City of Apple Valley standards are required at sidewalk crossings of entrances. See Sheet C400 Site Plan for curb ramp locations. 23. Move the pedestrian crosswalk at the entrance on McAndrew's further inside the site (closer to building and parking lot)to better protect pedestrian conflict at RIRO and remove internal sidewalk connections from ROW. See Sheet C400 for the revised location of the pedestrian crosswalk at the entrance of McAndrews. Internal sidewalk connections have been removed from ROW. SIGNS COMMENTS 24. Final Grading Plans shall be reviewed and approved by City Engineer. Acknowledged. 25. Business Final Stormwater Management Plan shall be reviewed and approved by City Engineer. Acknowledged. A revised Storm water Management Report is included in the Civil resubmittal dated 11/27/19. 26. Provide Hydro CAD modeling files to the City Engineer. Acknowledged. HydroCAD models are included in the Civil resubmittal dated 11/27/19. 27. Provide the overall site composite Curve Number(CN) along with the impervious % on the grading plan. See Sheet C500 Grading Plan for the requested CN and impervious % values. 28. Provide the Storm Water Pollution and Prevention Plan (SWPPP). Forthcoming. To be completed along with final Construction Documents. 29. Project is located within 1 mile of an identified impaired water(Farquar Lake). Farquar Lake is impaired for nutrients. a. Per Apple Valley SWMP policy 6.4, enhancement to the pond and infiltration bench to capture dissolved phosphorous are recommended. Acknowledged. The infiltration bench is now specified as a vegetative buffer to capture dissolved phosphorous. b. Must comply with NPDES Construction permit section 23.9 and 23.10 Acknowledged. 30. Per SWMP Policy 1.5 the City requires that new development and redevelopment activities do not increase peak runoff rates relative to pre-project runoff rates for the 1-year, 2-year, 10- kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 5 year, and 100-year critical storm event. The City may impose more stringent rate control requirements if the capacity of the downstream system is limited. The site is meeting the pre-project runoff rates for the 1-, 2-, 10-, and 100-year events. See the Stormwater Management Report included in the Civil resubmittal dated 11/27/19. 31. Per SWMP Policy 6.5 New and redevelopment activity of 0.2 acres or more shall be required to achieve no-net increase in average annual runoff volume compared to the pre- development condition. Acknowledged. See the Stormwater Management Report. 32. Wet ponds and pretreatment basins (both interim and full build-out)shall meet the requirements of the MPCA's Minnesota Storm Water Manual: Design Criteria for Storm Water Ponds. It is required that public safety be considered in every aspect of pond design. Acknowledged. a. Wet Ponds i. The minimum required total storage volume (Vts) equals the sum of the volume in the permanent pool (Vpp below the outlet elevation) plus live storage allocation for water quality volume (Vwq). Vwq equals 1.0 inch of runoff per new impervious acre. It is required that the Vwq is discharged at no more than 5.66 cubic feet per second per surface area of the pond. Acknowledged. See the Stormwater Management Report. ii. It is required that basin outlets have energy dissipation: 1. The City of Apple Valley specifies that the maximum allowable pipe velocity at basin outlets shall be 6 fps. The velocities of the proposed pretreatment basin outlet pipes exceed 6 fps. Proposed BMP#1 (Wet Pond), BMP#1.1 (Pretreatment Basin), and BMP#1.2(Pretreatment Basin) have been revised in effort to meet the 6 fps requirement. BMP#1 outlet exceeds this maximum due to final rate control requirements and the allowable space for the detention pond. See Sheet C5O2 and C5O3 Grading Details for pipe outlet velocities. 2. It is highly recommended that where open channels are used convey runoff to the pond, the channels be stabilized to reduce the sediment loads. Rip Rap is provided as necessary at channels to stabilize and reduce the sediment loads. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 6 b. Pretreatment Basins/Fore bays i. It is required that were a fore bay is installed, direct vehicle/equipment access be provided to the fore bay for sediment removal and other maintenance activities. A 10' wide maintenance bench, 1' -2' above the NWL, with a maximum slope of 10% should be constructed around the entire perimeter of the pretreatment basins in conjunction with the maintenance access. See Sheet C502 Section B-B for the pretreatment basin typical section. See Sheet 501 Stormwater Management Plan and Sheet C500 Grading Plan for proposed grades. ii. It is recommended that the fore bays be sized to contain 10 percent of the water quality volume (Vwq) in a pool that is four to six feet deep. Note that the fore bay storage volume counts toward the total permanent pool requirement. Vwq equals 1.0 inch of runoff per new impervious acre. The fore bay geometry is limits by proposed on-site grade challenges. The permanent pool depths are at minimum 3 feet per the minimum MPCA requirement. BMP#1.1 and BMP#1.2 are sized to provide at minimum 10% of the water quality volume. iii. It is recommended that the fore bays be designed with a surface area equivalent to 10 percent of the pond permanent pool surface area or equivalent to 0.1 percent of the drainage area. The proposed BMP#1.1 and#1.2 are designed with a surface area at minimum of the permanent pond surface area. See Sheet C500 Grading Plan and C501 Stormwater Management Plan for proposed grading. iv. It is highly recommended that flows from fore bays enter the permanent pool area with non-erosive outlet conditions. 1. The outflow pipe velocities from the pretreatment basin to the wet ponds are significantly above 6fps. To alleviate the demand on the outlet pipe, the outlet pipe should be designed with capacity to handle the 10-year rainfall event. Rainfall events larger than the 10- year can be conveyed to the wet pond via an overland open channel. The recommended maximum velocity for overland discharge is 4 fps. Proposed BMP#1.1 (Pretreatment Basin)has been added to the stormwater management design. See Sheet C502 and C503 Grading Details for pipe outlet velocities.As a secondary outlet, a spillway is provided, however, it is not anticipated that 100- year storms will need to utilize this spillway. v. Skimming shall be provided at each of the pretreatment basins to prevent floating debris from entering the main wet ponds. The outlets from the kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 7 pretreatment basin shall be modified to incorporate a skimmer structure (within the embankment) and a submerged pipe in the pretreatment basin. The skimmer structure shall be set to skim up to the 10-year rainfall event. The skimmer structure shall provide 1' between NWL and the top of the submerged pipe. See Sheet C502 and C503 for BMP typical sections. Skimmer structures are proposed at each pretreatment basin and wet pond. c. Maintenance Access i. It is required that adequate maintenance access be provided. The City of Apple Valley requires a minimum width of 8 feet. If feasible, it is recommended that the access be 10 feet wide, have a maximum slope of 10 percent, and be appropriately stabilized for use by maintenance equipment and vehicles. Maintenance access is provided to each wet pond and pretreatment basin through a 8'minimum, 10'typical, wide path at a maximum slope of 10%. See Sheet C500 Grading Plan and C502 and C503 Grading Details. ii. It is required that the maintenance access extends to the fore bay, access bench, riser, and outlet, and allows vehicles to turn around. Maintenance access extends to the forebay through utilizing the proposed 10'trail. iii. The maintenance access should be covered by drainage and utility easement and be clearly denoted on plans. The proposed BMPs will not accept off-site runoff, therefore the storm water management areas will remain private. It is not anticipated that these would require drainage and utility easement. d. Pond Buffers and Setbacks i. It is highly recommended that a pond buffer extending a minimum of 16.5 feet outward from the maximum water surface elevation of the pond be provided. Permanent structures (e.g., buildings) should not be constructed with the buffer. Permanent structures are not located within 16.5 feet of the maximum high water elevation of any of the wet pond or pretreatment basin. ii. Restoration/Landscape plan should indicate required buffer area above the HW L. See Landscape Plans for the 16.5'buffer delineation. e. Pond Emergency Spillway/EOF kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 8 i. Indicate the emergency spillway path that will pass storms in excess fo the ponds hydraulic design or if the permanent outlet pipe/structure fails. See Sheet C500 Grading Plan. 33. Soil borings indicate a clay layer present in the South Storm water basin (Soil boring 7, 8, and 11). Address clay layer and access feasibility to infiltrate within the infiltration bench. See Sheet C501 Stormwater Management Plan, Wet Pond notes which address any encountered clay layer. 34. Proposed riprap at flared end section in southern storm water pond spans 6 feet in height and may become an erosion concern. This has been reduced. See Sheet C Stormwater Management Plan for proposed locations of flared end sections and rip rap. 35. Indicate the emergency spillway path that will pass storms in excess of the ponds hydraulic design or if the permanent outlet pipe/structure fails. See Sheet C500 Grading Plan. 36. The NWL, 100-year HWL and all EOF's should be indicated on plan sheets for storm water pond and infiltration basins, including the water feature shown in the northeast corner of the site Hydraulic calculations shall be approved by the City Engineer. See Sheet C500 Grading Plan. 37. Identify elevations of openings on C500 to ensure that EOF's are 1.0' below the lowest openings and lowest floor(including basements) are: f. At least 1 foot about the estimate 100-year water surface elevation in accordance with SWMP Policy 1.1 See Sheet C500 Grading Plan. BMP#1.2 has been revised to allow for 1' minimum freeboard between HWL and lowest opening. 38. Identify parking lot EOF elevation and routing. See Sheet C500 Grading Plan. 39. The infiltration basins should be identified by numbers (1-X) and calculations provided. The BMPs have been revised and are identified as such: BMP#1, BMP#1.1, BMP#1.2. 40. Provide cross section detail of proposed swale on the north side of the site along with frozen ground snowmelt conditions to ensure proper drainage. See Sheet C503 Grading Details, Section D-D. 41. All drainage swales and turfed areas shall be at 2% minimum slope. See Sheet C500 Grading Plan. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 9 42. All retaining walls over 48"from bottom of footing to the top of wall shall be designed and certified by a structural engineer and submitted to building inspections for final approval. Provide additional details and/or specifications for retaining wall block type. Acknowledged. 43. Retaining Walls shall NOT be located with Right or Way and shall be privately owned and maintained. Boulder walls with south storm water basin shall not encroach into drainage and utility easement areas. Site grades have been revised to remove retaining walls from public ROW. See Sheet C500 Grading Plan. 44. Maximum roadway grades cannot exceed 8%. Streets should have 2% cross slope in accordance with STR-32. The private drive grades have been revised to not exceed 8% and to provide the 2% cross slope in accordance with STR-32. See C500 Grading Plan. 45. Drainage Swales are required between townhomes to prevent individual drainage to be directed to adjacent structures. Revise contours accordingly. Drainage swales have been added between townhomes. See Sheet C500 Grading Plan for revised grading. STORM SEWER COMMENTS 46. Final locations and sizes of Storm Sewer shall be reviewed with the final construction plans and approved by City Engineer. Acknowledged. 47. Provide storm sewer calculations for stormwater requirements. (Rational method including Hydraulic grade lines). See resubmitted Storm water Management Report. 48. Storm sewer within right of way and public drainage and utility easement for purposes of connection to public infrastructure shall be reinforced concrete pipe and meet all City standards. Acknowledged. The outlet pipe from BMP#1 (Wet Pond) is 6"and therefore is not specified as RCP. The outlet pipe is specified as 6"PVC. 49. Add a structure in the southwest corner of the site and tie the proposed storm outlet into the existing 36" RCP at STRM 406. Existing ditches and culverts will need to be connected to storm water within ROW. A proposed storm structure has been added at the storm outlet in to the existing 36" RCP. Off-site drainage calculations are forthcoming, dependent on coordination with the Developer and City. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 10 50. STRM 400 should be extended and connected into STRM 101 within ROW Propose storm sewer has been revised. See Sheet C501 Stormwater Management Plan. The proposed on-site wet pond is not designed to accommodate off-site runoff. 51. Additional catch basin(s) may be required in the curb line prior to trench drains entering underground parking area to minimize contributing drainage area. See Sheet C501 Stormwater Management Plan for review of added structures. 52. Additional catch basin(s) may be required in the curb line prior to drainage leaving site onto public ROW. See Sheet C501 Stormwater Management Plan for review of added structures. SANITARY SEWER AND WATER MAIN 53. Final locations and sizes of Sanitary Sewer and Water main shall be reviewed with the final construction plans and approved by City Engineer. Acknowledged. 54. All water mains located within right of way and public easements for purposes of connection to public infrastructure shall be ductile iron pipe and meet all City standards. Utility notes on page C600 should be updated to reflect City of Apple Valley Standards where applicable. Utility notes reflect City of Apple Valley Standards. 55. Provide additional drawing showing fire hydrant coverage. See Sheet C401 Fire Access Plan. 56. Domestic water and Fire service shall be split outside the building and the valves shall be located 1.5 times the height of the building away from the building or placed in location readily accessible per City Detail SER-6 for sprinkled buildings. Domestic Water and Fire service is shown to be split outside the building by a distance of 75'away from the 50'tall building on sheet C600. See Sheet C601 for City Detail SER-6. 57. Identify Irrigation service location(s) if applicable per SER-4. This is not applicable. 58. Water main cannot be located underneath retaining walls. Grading has been revised and resolved this issue. Water main will not be located under retaining walls. 59. Extend the water main connection in the southwest corner to provide redundant connection to 16" trunk water. Existing 16"trunk water main within McAndrew's needs to be identified on utility plan. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 11 Watermain has been extended to connect to the 16"trunk main within McAndrew's Road to provide a redundant connection. See sheet C600 Utility Plan. 60. Future water main tee and gate valve connection should be extended north of Pilot Knob Access Drive for future water main extension to the north. A stub has been extended north to the limits of grading for future watermain extension. See sheet C600 Utility Plan. 61. SSWR-103 should be relocated to an accessible location. The alignment of the sanitary sewer has been relocated to provide for better access. See sheet C600 Utility Plan. 62. Sanitary Sewer and water main alignment in roadway shall be per City of Apple Valley standards including service connections to proposed townhomes per SER 1 and SER 1A The Sanitary Sewer and Watermain have been designed per the City of Apple Valley Standards. Details SER 1 and SER 1A have been provided on Sheet C601. 63. Note 7 on sheet C600 should state "Contractor shall maintain a minimum of 8' cover on all waterlines." Note 7 on Sheet C600 has been changed to state "Contractor shall maintain a minimum of 8'cover on all waterlines." LANDSCAPE AND NATURAL RESOURCES 1. The proposed plant schedule contains "River birch" in the ornamental tree category. River birch shall be classified as an Over story Tree. See Landscape Plans. 2. The proposed plant schedule for Over story Trees contains 38% quaking aspen and 27% maples. Diversify the planting schedule to follow City Code 152.46 (B): See Landscape Plans. 3. All remaining trees shall be protected from construction damage and root compaction with protective tree fencing. Impacting any Valley wood Golf Course trees is prohibited. Equipment, stockpiles, and contractor parking is restricted from the area labeled "Existing woodland to remain" on Sheet L100. See Landscape Plans. 4. Any wounds or damage to remaining live oaks from March-Nov shall be immediately sprayed with pruning paint to limit oak wilt infections. Acknowledged. See Landscape Plans. kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 Kim ey>>> Horn Page 12 5. New trees and retaining walls are proposed to be near storm water infrastructure (inlets, outlets, riprap, boulder outcropping)on each of the basins. Provide 20' clear access for equipment and future maintenance activities on all underground infrastructure. Acknowledged. 6. Provide quantities and locations for perennials and grasses. There is a large proposed area of"native shrubs/perennials" around the basin. Provide a detailed plan for establishment and maintenance if these areas are to be seeded. The City encourages native plantings. Many of the proposed perennials and grasses contain cultivars (cultivated varieties of native plants that do not have the same benefits to pollinators and birds), indicated by the name x 'variety'. Native plants would not contain the variety name in quotes. See Landscape Plans. Thank you for the thorough review of the layout. Please contact me with any questions regarding the responses. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Mitchell Cookas kimley-horn.com 767 Eustis Street, Suite 100, Saint Paul, MN 55114 651-645-4197 F www.cityofapplevalley.org H -.{t.y f •••• "' Pilot Knob Road + McAndrews Road Valley Crash Analysis Using MnCMAT 2 Data from 2010-2019 52 18 37 % 32 4 . 95crashesPerYear age Crashes Injured or Of accidents during Crashes occurred Comparable Crash Rate To: Reported possibly injured inclement weather during daylight p conditions hours 147th & Pennock - 4.38 (15th Highest) Foliage &CR 42 - 5.05 (T12th Highest) 0 SPEED LIMITS Month with most accidents Johnny Cake &CR 42 - 5.62 (10th Foage &Florence - 5.81 (9 Highest) Highest) December (9) Garden View &CR 42 - 6 (8th Highest) 55/45 Garrett&CR 42 - 7.05 (7th Highest) McAndrews Rd Galaxie &CR 42- 7.91 (4th Highest) CR 42 & Pennock - 8.76 (3rd Roadway Classification Highest) 5 O 153rd &Cedar- 9.34 (2 Highest) Pilot Knob Road CSAH CR 42 & Pilot Knob - 12.19 (Highest) C P x r D .- •MCANDREWS RD ]8'.'.'•- CA.�5 RO• • l••• 8. MCANDREW5 RD 0gJ • • • 31 0 LEADING CRASH TYPES Most Common Crash Times Rear End Angle Other(Non-standard) 16:00 18:0o zo:oo zz:oo 6:00-8:00 1 e 121 if k21 1 1 0:00 23:59 gt Contributing Factors 9111111 Involved Alcohol Involved Illicit Drugs Medical Issue Compiled August, 2020 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 6, 2019 as required by City Code Section 155.400(D), and WHEREAS, on August 5, 2020, the Planning Commission recommended the rezoning as hereinafter described. NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of Apple Valley,Dakota County, Minnesota,that: 1. The boundaries of the zoning districts established by City Code Section 155.006 are hereby amended by rezoning the following described property located at 12444 Pilot Knob Road(the northeast corner of Pilot Knob Road and McAndrews Road) from"M6-A" (Multiple Family Residential)to "PD" (Planned Development): Lot 1, Block 1 and Outlot A,Applewood Pointe of Apple Valley, according to the preliminary plat, Dakota County, Minnesota 2. This ordinance shall become effective upon its passage and publication. Passed this 10th day of September, 2020 Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk CITY OF APPLE VALLEY RESOLUTION NO. 2020- PRELIMINARY PLAT APPROVAL APPLEWOOD POINTE OF APPLE VALLEY WHEREAS,pursuant to Minnesota Statutes 462.358,the City of Apple Valley adopted, as Chapter 153 of the City Code,regulations to control the subdivision of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on November 6, 2019; and WHEREAS,the City Planning Commission reviewed the preliminary plat for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on August 5, 2020, subject to conditions. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the preliminary plat for the following described plat of land is hereby approved for a one-year period,to wit: Applewood Pointe of Apple Valley BE IT FURTHER RESOLVED, that said preliminary plat approval is subject to the rezoning,which must be completed prior to final plat approval. BE IT FURTHER RESOLVED,pursuant to Chapter 153 of the City Code,that said preliminary plat approval is subject to the following conditions,which shall be incorporated into a subdivision agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The plat shall be configured to have one(1)lot and one(1) outlot. 2. Park dedication requirements are based upon the City's finding that Lot 1, Block 1 of the subdivision will create 196 residents/occupants that will generate a need for 1.87 acres of parkland in accordance with adopted City standards for park services. This required dedication shall be satisfied by a cash-in-lieu of land contribution based on 1.87 acres of needed land area at a benchmark land value of$175,000 per acre, which the City reasonably determines that it will need to expend to acquire land elsewhere in order to provide the necessary park services as a result of this subdivision. 3. Park dedication requirements for Outlot A shall be determined at the time of the replatting into lots and blocks. 4. Dedication on the final plat of a ten foot(10')wide easement for drainage, utility, street, sidewalk, streetlights, and tree plantings along the entire perimeter of lot(s)within the plat wherever abutting public road right-of-ways. 5. Dedication on the final plat of draining and utility easements within the plat sufficient to serve all units within the development, either as defined or blanket easements. 6. A license to encroach agreement shall be required for any structures or signs in drainage and utility easements. 7. All lots and outlots within the subdivision are required to have access for ingress/egress to a public street. Easement(s)necessary to provide access are required to be submitted and approved by the City Attorney prior to City Council approval of the final plat. 8. Installation of municipal sanitary sewer, water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 9. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies,to consist of eight-foot(8')wide along bituminous pathways with eight-foot minimum boulevard as measured from future additional lanes for Pilot Knob Road and McAndrews Road. The bituminous trails shall be extended just past driveway aprons at both locations and shall meet Dakota County Design Standards. 10. Submission of a final grading plan and lot elevations with erosion control procedures,to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100. regarding the State NPDES Permit prior to commencement of grading activity. 11. Submission of a final storm water management plan that shall be reviewed and approved by City Engineer. 12. A storm water pond and infiltration basin construction and maintenance agreement shall be required. 13. An infiltration maintenance agreement shall be required for the privately owned storm water treatment areas. 14. Dedication of one foot(1')wide easements which restrict direct driveway access to Pilot Knob Road(CSAH 31) and McAndrews Road(CSAH 38). 15. Installation of a public (or private) street lighting system, constructed to City and Dakota Electric Company standards. 16. Construction shall be limited to the hours 6:00 a.m. to 10:00p.m. Monday through Friday. 2 17. Earthmoving activities shall be limited to the hours 6:30 a.m. to 5:30 p.m. Monday through Friday. 18. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. ADOPTED this 10th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 CITY OF APPLE VALLEY RESOLUTION NO. 2020- A RESOLUTION AUTHORIZING ISSUANCE OF A BUILDING PERMIT FOR APPLEWOOD POINTE OF 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 Valley 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 August 5, 2020. 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 Applewood Pointe of Apple Valley is hereby authorized, subject to all applicable City Codes and standards, and the following conditions: 1. 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 located described as Lot 1, Block 1, Applewood Pointe, according to the preliminary plat. 3. Approval and issuance of this permit is subject to the subsequent rezoning of the property to "PD"(Planned Development). 4. Construction shall occur in conformance with the site plan dated July 22, 2020, 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. 5. The north side of the private street shall be designated a fire lane and shall be properly signed in accordance with City standards. 6. A bump out for vehicle turnaround shall be provided at the west end of private roadway near the right-in only access from Pilot Knob for vehicle turnaround across from townhouse driveways. 7. Construction shall occur in conformance with the landscape plans dated July 22, 2020, (including sodded/seeded public boulevard area up to each street curbline); subject to submission of a detailed landscape planting price list for verification of the City's 2.5% landscaping requirement at the time of building permit application. 8. Additional trees and landscaping shall be planted around the ponding areas and along the southern wing of the building near the McAndrews Road entrance. 9. Removal or loss of significant trees shall be in accordance with the city-approved tree preservation component of a natural resources management plan. All replacement trees shall meet the standards set forth in Section 152.46 (B) of the City Code. 10. Construction shall occur in conformance with the elevation plans dated July 22, 2020. 11. All necessary mechanical protrusions visible to the exterior shall be screened or handled in accordance with Section 155.346(3)(a)(b) of the City Code. 12. 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 activity. 13. Installation of municipal sanitary sewer,water, storm sewer, and street improvements as necessary to serve the plat, constructed in accordance with adopted City standards, including the acquisition of any necessary easements outside the boundaries of the plat which are needed to install connections to said necessary improvements. The Developer shall enter into an agreement with the City for payment of the design of said municipal improvements. 14. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies,to consist of eight-foot(8')wide along bituminous pathways with eight-foot minimum boulevard as measured from future additional lanes for Pilot Knob Road and McAndrews Road. The bituminous trails shall be extended just past driveway aprons at both locations and shall meet Dakota County Design Standards. 2 15. Pedestrian curb ramps in accordance with City of Apple Valley standards shall be required at sidewalk crossings of entrances. 16. Pedestrian curb ramps in accordance with Dakota County standards shall be required at the intersection of Pilot Knob Road and McAndrews Road. 17. The property owner shall execute a maintenance agreement or other suitable agreement to be filed with the deed that ensures the perpetual maintenance of the pond buffer area,pre-treatment forebay pond, and storm water management area. 18. Construction shall be in conformance with the lighting plan dated November 19, 2019. Any site lighting shall consist of downcast, shoebox lighting fixtures or wallpacks with deflector shields which confines the light to the property. 19. 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 erection of any signs. 20. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. 21. Earthmoving activities shall be limited to the hours of 6:30 a.m. to 5:30 p.m. Monday through Friday. 22. 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. 23. 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 reasonably stipulated deadline, with the cost of such City completion to be charged against the financial guarantee. 24. 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. 3 BE IT FURTHER RESOLVED that such issuance is subject to a finding of compliance of the construction plans with the Minnesota State Building Code, as determined by the Apple Valley Building Official, and with the Minnesota State Uniform Fire Code, as determined by the Apple Valley Fire Marshal. ADOPTED this 10th day of September,2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 4 7,'...7•'7, :•...,:-.:,...•re:.4'.-.,.1....:..s.•'.....:.-,ij1::: - "''-•..-•.•' -1:!,..:!.tfee...a.;...-.•••..: ' , :! 0 iiiit • _..? ..,. ., .. ........,. :.: .....„,_....: ......:,...........L::..,.....7,... z. ,. ., . ',....I?.'.,.,-.........-..7,,C?..-....5-..,.:..1..•.`i.-.•.-.,-4.:_',•.--,.l....-.--.,i.,i„i-.-._ : .. 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NO RTC APPLEWOOD POINTE - t Ili -4 . ���;� i" o ip54irk2D4O COMPREHENSIVE 1"4.3tatair_di:lintaiik..,_ PLAN DESIGNATION gss � gf tsmis, in nit 11 Vri "MD" (Medium Density Residential) , JW.' �. r4 ft 741;� • -— - i 2OOT1FiS1F W - 1 p 1 /1 1 ._ill PD-168 P lleywood Municipal GC 111 f P .1 h , - SITE M-6A • MCANDREWS1R0 AO 101117 .:• .■aft 00■ ■, N■ mi,li z ! i *1 ' •. . 111 ■ 2v0 �� 4,riiiig fA6Airi *\ 12•r srw Id 16 :L ' e r 1 e. 'N W i 1r• ���■ - .. •# - ;,Lv•►�.I - ■ r . DOVER DR iiiii■li.% • -41-.....p 4i...._.st01.• r■ 11 1 1 _` ■1 I"' ti.'< .PIA � ,r wry IP DIAMOND PATH +V y� I� r n. W Q damn �L4a11■■■■p It ! 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Fee ownership is vested in Irma E.Ulrich Parcel ID Number:01-01300-01-012 Apple Valley, MN • I ` 2 Address of the surveyed premises: 12444 Pilot Knob Road,Apple Valley,MN, I tie 1 3 Bearings shown hereon are based on the Dakota County Coordinate System. I eo 4 LI rveyed premises shown on this survey map is in Flood Zane X(Areas determined to be outside the 0.2%annual chance I Mtn dl •• •i. py . ppcations,the current setbacks are: .. - V _ Budding: Along principal or minor arterial=100 Fee[ 3 a ti v 1_v t� 6 nl - - Y Along community or neighborhood collector=75 feet A 52 I - -" - __ Along any other public street=50 Feet a3= -• --- - - - - Along any private street or drive=20 FeetL "tea ' + - - - --- Along any side or rear yard=40 fee[ r_ I _ I �_� - '_"'- - 1 Abutting an"R"District=75 fee[ B• i ( fff/// ) f — _ _ _�, -. 1_ \s y �. s' For additional Information contact the Planning Department at the City of Apple Valley at ,d. L '. .- ,(952)-953-2575. I `� r.=-.. _..1 ._--7. There are no marked or stri d kin te. 01 . _ pe par g areas onsi L' i ,B The surveyed premises has an existing direct access to Pilot Knob Road,a public street.The parcel also adjoins McAndrews jI` - LQ•� Road,a Public s[ree4tJIIII • '.• :;:':' ..1. .,. ... .. -• FsBaq((xouswD9- Location of utilities existing on or serving the surveyed property determined by: 1 • rnio- Ob5¢rvetl evidence collected pursuant[O Section S.E,w- qi t�:::: • LEVEL E:9]9p- Markin ted b E-G,Rud and Sons GD her State One Call Ticket ND,190861315, I >'v ^ i" 9s requested y per p ss •• '�' - ��_,_ ; Record drawings provided by the City of Apple Valley's engineering department. NORTH k g ° T, - T} -- - Excavations were not made during the process of this survey to locate underground utilities and/or structures.The location of _ _ underground utilities and/or structures may vary From locations shown hereon and additional underground utilities and/or 1.Ep r •`" M1 \ _ • O structures may be encountered. Contact Gopher State One Call Notification Center at(651)454-0002 far verification of utility R x ~ !:R IF'111C SCALE I , type and field location,prior to excavation. 8 '�rs LZOC-' �fl. h¢ tw V 10.Subsurface and environmental conditions were not examined or considered during the process of this survey. No statement is -- 100 ` f'• / to i. , K r EMS,. ' made concerning the existence of underground or overhead containers or facilities that may affect the use or development of t POND omen L the surveyed premises. -' o • F. ,'�+ I INCH = SO FEET 4 r f n `r � 0. , ,11.Commercial Partners Title,LLC,as issuing agent for Old Republic National Title Insurance Company,issuing agent File No I �p !! 55633,Schedule B-II Survey Related Exceptions: m \ L.''^'��•-• ••r \ 1 I'Q e 1 r':'' -- � • A + \\ 'ell11' a 1 9 Subject to Dakota County Road Right of Way Map No.tie C.S Aa H.No 38(McAndrews Road)from C 5 A H No.31 i 49,750•.�. [' y i• \ (Pilot Knob Road)to S.T.H.No.3(Robert Trail South)filed November 7,2017,as Document No 3221613. r l 1:' 0'.]� -` 1 Y O (SURVEYOR'S NOTE:Said easement is shown hereon,) 1 r" 30 ie , 1 ^ \,'\ . 1 1 p I 1 s' IMNNa a ulp ^��88_ A / 'n 10. Easement for highway purposes,in favor of the County of Dakota,a Minnesota municipal corporation,contained'in ■ a 05 iry bad/NT (�� I OS Highway Easement dated October 29,1986,Fled November 14,1986,as Document No.751383.(SURVEYOR'S NOTE: \.:_ . ERauright-of-way • \\\ T �� �.i1 t1RN1'ArEle )Ie II.Easement For highway purposes,in favor of the County of Dakota,a Minnesota municipal corporation,contained in • MN[AB a�jl ApE,. Highway Easement dated March 8,1991,filed April 2,1991,as Document No.979270.(SURVEYOR'S NOTE:Said B - l ^�� \ N easement is shown hereon.) e 3 I = 'l 90 r� - `Cx?�R - Z • 12.Terms and conditions of Final Certificate dated July 23,1992,filed August 5,1992,as Document No 10633/5,and as _ z evidenced on Dakota County Right of Way Map No.99 County State Highway No.31(Pilot Knob Road)filed September ,• I i 12,1990,as Document No.easement 983637. B i 1 (SURVEYOR'S NOTE:Said easement is shown hereon,) a] f _• �• - - 13.Subject to Dakota County Road Right of Way Map No,2 County Road No.38 filed March 10,1986,as Document Na I + -i- i \ \ 'e 1 I / - . -� 718479.(SURVEYOR'S NOTE:Said easement is shown hereon.) R \ r 5 i F • I 14.Terms of restriction contained in Warranty Deed dated January 15,1976,filed January 2 1976,as Document No I •1 \ r, '• •� 463381.(SURVEYOR'S NOTE:The area described by Document No.463381 is For the neighboring parcel.Said _ ) Tyk. ) 1. - : document creates a restriction pertaining to trail construction within 500 Feet of the surveyed parcel,) • --' p PROPOSED SiORMWAT€R 'J - 8 MANAGEMENT AREA 1 L 1 • 12.Contours are shown in 2 foot intervals using a combination of Field survey data and LiDAR mapping as provided by mnDNR. I tgt a • • 13 There was no evidence of recent earth moving work,building construction,or building additions observed in the process of Ir 11 //// �` • conducting the field work. yt \ - `\ i 1 5 v 14.Proposed site plan provided by Kimley-Hom and Associates,Inc, u II - -I-•- ---=--- ::.:,--'1.'; - .+ N. �rWnr �- • LEGEND put x W _.r am• e ° - PROPOSED OR, ANp .��?� `a GOUTY yti} . ■ DENOTES IRON MONUMENT FOUND AS LABELED N _•„_,•_ ' O DENOTES IRON MONUMENT SET,MARKED RLS#41578 ° /' O ,po' -0 DENOTES TRAFFIC POLE r 1 rM 1 — -`—.' --y __. O DENOTES CATCH BASIN x \-_ ..-�_ _ • DENOTES ELECTRICAL BOX LEGAL DESCRIPTION ,.. ..-�---_ _-- _ ~. - .- •..•_-._- •_ _ ___. C) DENOTES ELECTRICAL MANHOLE v`A s0ldllr'�iGxr OF WAY SO-FOOT HIGHWAY EASE -'�•r,y ,2y aP,rOar lualn� f--'� _ __ _•_ _ 2ss7 3s DENOTES EXISTING SPOT ELEVATION (Per commitment for title IMerencR prepared by gprrrrylerual Partners Title,LLC,as issuing __l r PER UDc.N0.32]1613 _ pER DO[.NO.751393 ~M�'"`V �""•`�'��� �ERrDpC'Ktf-�]p}J -- WWI to Old Republic Na tided TRW Insurance Cempany,issuing agent File No.55633) ;� yY - -(••---- =------+'�= v DENOTES GUY WIRE I N8- �0;�, _�-1r'6549---- -�I..- C DENOTES HAND HOLE Part of the Southwest QW1.1er of the Northeast QWireer(6W1/4 NE1/4)of Section Thirteen POINT OF BEGINNING - _ i'y DENOTES MAILBOX (13),Township One Hundred Fifteen(115),Ranee twenty(20),described as follows: f1 •••A•••- .... `DJ DENOTES POWER POLE I �4 - -' "' -' - - -` - . "f' - - . - �_ SOUTH LINE OF THE NE I/4 DENOTES STORM SEWER APRON Beginning at the Southwest corner of Mt Np Quarter(RE s/#]p}'apd SeMgrr TRle 86n(i3.);meow Easte Ip deep me South lint ol Ina NidnneIV "� I r r1�Yt OF SEC 13-T,I1SR 20 OD DENOTES STORM SEWER MANHOLE �orlerNaee — — — — — - { — — — — — — �,` St Thirteen(1]]a dHSance of 7SS,w feat;lhenoe daltP b true ten 90 degrces'a — — — yii — 1 — — — - — -- - DC DENOTES WATER VALVE Nmlhee of oifler ffn- Seel ,ThIrt ce(1Y)v a polar rl Om Wes[IaeeF the (� ....^••� DENOTES WELL 6 8180 61 57N0r of se I06rRc n Tllrteee Isb.Ig 90 - _ Mee NOTtherl d the SOPS (13],sold IJo+rt a E I/0)c _ N,m,„,n ov..�o • � y Southwest tataet etrio Ferlitea f QUottb{NE try]of yid yole(on d u • DENOTES FENCE Thirteen(13],of ineMred along the west Brio the oft Thereat Searnwl t I4 I�.° '"'°"s"„ ^" I ,,,,e•r,�,s„�� ,�,"`•""00°" I „`"�'" '�'r�r�." .^w. .,,a:..w,.maa, Y to pp nta u�` {� I 1 - DENOTES RETAINING WALL oagleritlnq,according to Ma CAvtlreaelml Survey Lae,#p{. 11l r -` DENOTES EXISTING CONTOURS(2 FOOT INTERVAL) Dakota County,Minnesota / I ` 1 I I I I Abstract Property \, n DENOTES TREE LINE {{ > DENOTES EXISTING SANITARY SEWER + S. i I I 1 >> DENOTES EXISTING STORM SEWER I } ——' DENOTES EXISTING WATER MAIN I { 1 wie DENOTES OVERHEAD WIRE I t DENOTES UNDERGROUND ELECTRIC LINE `\ 5Ii I I I k I DENOTES UNDERGROUND TELEPHONE LINE 1 hereby certify that this survey,plan ' r DENOTES UNDERGROUND FIBER OPTIC LINE I DENOTES BITUMINOUS SURFACE or report Was prepared by me or under _ _ cry direct supervision and that I am a , DENOTES CONCRETE SURFACE duly Registered Land Surveyor under the laws of the State of Minnesota. "'r''`"U I DENOTES ADJACENT PARCEL OWNER INFORMATION �^ (PER DAKOTA COUNTY TAX INFORMATION) DENOTES SCHEDULE B-II EXCEPTION NUMBER J ON E. UO INC.WnON:um JOENO: 13171AB Iewre:Io1116 Date: 9121�20 License No.41578 • E. G. RUN it SONS, ■ I��mauls ;RpmProfessional Land Surve■■ly�ors 1116/ 109INsO ME DEN EST 6776 Lake Drive NE Suite 110 I 11AEyt9 EQsg9ep BDE PLAN WY a F)tl1161G' WISED SFR WAN MN" Ke. t WE eET[RVIIT)N By www.egrud.wm ._5•.•-Ile-ANltr4zLA..rTuesday,July21,2020a.a:]T:TOPM:•UO:'};N 5:\sup\cps 0:orRvi\19121Ae•MI,•••t+, tflEDIAl•.• •_,T,, tr..1era Lino )Lakes, MN 551i14 Tel.(651)361-8200 Fax(651)361-8701 19171AB c C- LEGEND w w w } J J J cc) ui Co - - PROPERTY LINE O 0, 0, V O O O w u)o ■ RETAINING WALL N N NH cv r- N- < Q N N 0 PROPOSED CURB AND GUTTER c) p c Co o < < PROPOSED SWALE PROPOSED STANDARD DUTY ASPHALT <I Q DO 0 �.. to I r r r r r PROPOSED STORMWATER MANAGEMENT AREA 0 c� I I EXISTING FENCE r r r r r PROPOSED CONCRETE SIDEWALK H d H - _ _ _� EXISTING PROPERTY LINE U U PROPOSED OFF SITE EJ7l_ - _ ' xIMPROVEMENTS;TO BE10'DRAINAGE AND _ _ x_ PROPOSED BOULDERS H H u) COORDINATED WITH ,UTILITY EASEMENT �./ - - - _ _ _ = - EXIST.WOODED AREA c CITY AND COUNTY I `./ - _ _ = x�-� „ S83•43'55"E I 1 _ �97�L� X=XX_X_ •° ° L/cji - _ x�X� •° °, PROPOSED HEAVY DUTY CONCRETE PAVEMENT L - _X X x�X_x� r ° r� N o - - _ - x-X� EXIST.WOODED AREA r Z Cr' I i I o - -X X�x 1-✓r. PROPOSED SWALE,SEE DETAIL �� - _ _�_ =x_x� ROCK MULCH c I I aD SHEET C503 GRADING DETAILS 0- - - - _ X x=x-x o I / I I o� ` x-X / / I 0 PROPOSED BOCCE BALL COURT(BY OTHERS) PROPOSED AMENITY WATER // // //�/ /j PROPOSED HEAVY DUTY ASPHALT IMMI v EXISTING:-/ I I FEATURE(BY OTHERS) Y ; PROPERTY I N. I O U �n 1 LIN I I 0 O 0 ` PROPOSED 5'BOULDER PROPOSED ASPHALT TRAIL - 2 c 1 �� RETAINING WALL(BY OTHERS) w 1 56.2' '' Mall . REFER TO SHEET C500 Q Q i I I - ! I KEYNOTE LEGEND v • I 0• � �� I I O CONCRETE SIDEWALK ^ o 0 rn c • I 0 I I 0 0 0 0 x 0zw- � � ` ,� B B612 CURB AND GUTTER z CCD I I 6.0' f ca RAISED PLANTER BEDS,TYP. 0 '�� - ' ' Sq x 0 v� z _ O I PROPOSED *� OC MATCH EXISTING EDGE OF PAVEMENT/CURB&GUTTER • Y w V ��y� , CU = w O II 55.5' TURN AROUND , I a 7.7' TRANSFORMER AND GENERATOR PAD. SENIOR HOUSING / I } w CO I 114.404OO SEE MEP PLANS BUILDING . xODACCESSIBLE CURB RAMP; REFER TO CITY STANDARD DETAIL STR 8 10 c PROPOSED RIGHT-INIL -Q GARAGE ENTRANCE LEVEL 1:990.0 _ 2 u) ACCESS ONLY I LEVEL B:979 LEVEL B:979.0 © I " OEPROPOSED HEAVY DUTY CONCRETE 3 , I © _ 15.0' 1 M �o I. / I o cn 5. I N If I� I I ACCESSIBLE PARKING r \.. , x F N w 3 I 0 © 0' �/O // L/ / / ` \ \ \ 0 III 0 O e © 0 © 4� s�8 0 ` I I PROPOSED 5'DRAINAGE O AREA STRIPED WITH 4"SYSL @ 45°2'O.C. O /�,� o / o off" M E I 0i /©ST T , _______,,,0 0 1` I\ 24.0' I 0 O © I AND UTILITY EASEMENT 0 Net U III r V OH STANDARD DUTY ASPHALT PAVEMENT o 30'X30'SIGHT LINE © ��� Q END ` • / , N// / / / , 0 \ \ / _- ca in ____ O MAIN ENTRANCE OI SITE SIGNAGE. REFERENCE ARCH. PLANS TRIANGLE I /' R40.0' r � / ,// / / / / A/ / END O \ �� O © LEVEL 1:9904 I�� © I START© �` / // 0 // / S \ • r� ` O I JO 2'CURB CUT o DRAINAGE AND ` Or- / / / } w UTILITY EASEMENT I / / / /' \/� PROPOSED 0 I OO ST=RT LOT 1 © I K PEDESTRIAN CURB RAMPC0 O o v © 6.6 �j / / �, \ RETAINING WALL -� r� I 0 o z Q wo> 9.0' x w I- c I I 0 �/ 0 /' \ FIFTEEN, 0 H 0 O ' �. it: OL HEAVY DUTY ASPHALT PAVEMENT a z o F PROPOSED RIGHT TURN LANE. \ O o /' 6.5-INCH STEPS F 0' 59.6' I x w , w w LU TO BE COORDINATED WITH Iil‘ M / / \ a CITY AND COUNTY ! I ' / \ O © I M Lu ACCESSIBLE PARKING SIGNAGE z a =oON Z n I � / L �, I "NO PARKING THIS SIDE OF STREET"AND'FIRE LANE'SIGNAGE I \ Q START 271TOWN HOUSE ` 0 aLEVEL 1:975.0 / " DO NOT ENTER'SIGNAGE aa wwwo m PROPOSED GAZEBOc © 7.0' Io Ic., LEVEL B:965.0 /'�TOWN HOUSE (BY OTHERS) ���// x OP PROPOSED BITUMINOUS TRAIL g N 09 v \\ 42.7' I LEVEL 1:978.0 © \ 0 '�.1 ,/ © 0 51 w PROPOSED 2'BOULDER WALL 1,, � ^ I `° 1 LEVEL B:968.0 \ \ \ A� / \ x OO PROPOSED PEDESTRIAN CROSSWALK w o E Q z Q Jo� z � oQ ` \-PROPOSED FIRE LANE Qi \ 5 Q ` ;) I pQ Et 1- O I I TOWN HOUSE 4‘%.,\,\ `O' \PROVIDED'FIRE LANE �� ��O x �R B618 CURB AND GUTTER m QwMm14.0' I LEVEL 1:980.0 PAINTING AND SIGNAGE 0 �� ��I O © v p ? zw\ = aw = z - a w LEVEL B:970.0 w w Q - z ~o © r �� I �S FLUSH CURB AND GUTTERc aI N I I �' \ r r\ O O , ,� �0� c EXIST.WOODED AREA _ m r w o ON co r / / ` \ r ? \ \\ OT TRANSITION FROM B612 TO FLUSH CURB AND GUTTER z U U O 3 �� TOWN HOUSE "/*/ / \ r rI / \ w W a Cv r \ \co 1 LEVEL 1:982.5 / /' \ r 0 © I U OUTFACE CURB AND GUTTER U O _-• LEVEL B:972.5 / \ '_ x 0 w N = M 1 I 1 ` �/ / \ \- r r © _ © 0� I I VO PRIVATE STREET SECTION; REFER TO CITY STANDARD DETAIL STR-32 0 co W N U) } �, / \ \ X LS') - p 10 • 1 I �o /j / rrr � \ / I Q co Q COm w v 1 I o \ o / _ r r 10.3' �1 I O NON-RESIDENTIAL ENTRANCE; REFER TO CITY STANDARD DETAIL STR-5 Q o z Z CI a, �4;v I OUTLOT A TOWN HOUSE 6 s‘,/‘// © , \ 50'ACCESS, x Y r J 0 w 2� • �6 / DRAINAGE AND SURMOUNTABLE CURB&GUTTER v w`I I LEVEL 1:983.5 s /\ UTILITY EASEMENT V 4Q ; \ EXISTI�G LEVEL B:973.5 \ O © I OY PROPOSED DECK, SEE ARCH PLANS m 0 0 p Q w PROPE TY LINE N 0 uGO J o i \ x Z PROPOSED PATIO, SEE SHEET C500 AND ARCH PLANS 5 DRAINAGE AND 0 � \ f ©EN. - LLI 25 7' I UTILITY EASEMENT \ 18.5' 24.0' -18.5' x� TOWN HOUSE I 6.55PROPOSED 10'RETAINING ._ , I\I I / / / \ LEVEL 1:984.0 �66 \\ REND / I WALL(BY OTHERS) 18.5' I PROPERTY SUMMARY REFER TO SHEET C500 r� LEVELB:974.0 �8.0' /� V U I r r / /" I I APPLEWOOD POINTE OF APPLE VALLEY E.L r r � / / I PROPOSED 13'RETAINING 1 a) \ r r r r • / / WALL(BY OTHERS) I x Q a)L >, \i I / / r r r r / , REFER TO SHEET C500 PROPERTY AREA(EXCLUDING RIGHT-OF-WAY) 374,616 SF(8.60 AC) CO o \ r r r r TOWN HOUSE i26� / ACCESS, DRAINAGE AND r C ft 0 \ I 1 T r r r r r r . LEVEL 1:984.5 �\ j:Au UTILITY EASEMENT �'1 EXISTING IMPERVIOUS AREA 25,265 SF(0.58 AC) r r r r r r \ LEVEL B:974.5 I 59.4' I EXISTING PERVIOUS AREA 349,351 SF(8.02 AC) Qc r r r r r rI 5 / U i PROPOSED STORMWATER \ 5� \ I 0 , PROPOSED IMPERVIOUS AREA 140,263 SF(3.22AC) W18.7 xPROPOSED PERVIOUS AREA234,353SF(5.38AC)E- S _/ MANAGEMENT AREA_ / \ , 1 END Q , 11I7O E r r r r r r r r PROPOSED 0 Q // x TOTAL DISTURBED AREA(EXCLUDES PILOT KNOBL•u) a) rI \ / \ ® , 407,286 SF(9.35 AC) N I r r r r r PROPERTY LINE / / \ \ I AND MCANDREWS IMPROVEMENTS) O CL o I rrr \, / / / / / / / / / / �, ,/ O / / \ f xI- co \ / � R76.Oj/ /� /" / O ZONING SUMMARY 4 0 0 I \ \ /// // //O// \�\ I EXISTING ZONING M6-A TO T,i1 \ \ , c L_ -I \ / / PROPOSED / / // Overs '' I x PROPOSED ZONING PUD n/ EXISTING PROPERTY LINE 1 LL a) CO PRETREATMENTi Q cn I -PROPOSED 25' IFOREBAY AREA ' 20'DRAINAGE AND co / // EXISTINGFENCE I I BUILDING DATA SUMMARY Q co 1" I DRAINAGE AND 1 DEDICATED , , /--, UTILITY EASEMENT �'�� c�'/ \ ' 7 _x J c l I _ UTILITY EASEMENT RIGHT-OF-WAY < °' O I - -I L - `� / / \ I. AREAS Z W N I / J _ _ _ _ _ _ _ - - - - - - - - PROPOSED LOT 1 PROPERTY 342,824 SF(7.46 AC) 0 0 �- 10'DRAINAGE AND 6"5' 0 //004 30'X30'SIGHT LINE 54,061 SF(16.6%OF LOT 1 0 ~ 0_ o ■ PROPOSED PROPERTY LINE o LOT 1 BUILDING AREA PROPERTY AREA) 12 _ UTILITY EASEMENT TRIANGLE Z W w N V v \H\ - - - Ne�+35e9' �'' - - - - - - - - - _ .O� i�� ,. . . I PROPOSED OUTLOT A PROPERTY 49,750 SF(1.14 AC) O O J > c - - - - - Cl.a) Q 690.23 �`. •y' \ \' OUTLOT A BUILDING AREA LL Q O Ir• ��\ PROPOSED RIGHT-IN/ 15,792 SF(31.7%OF OUTLOT 1 1. RIGHT-OUT ACCESS PER CITY PROPERTY AREA) Q 2 0 Q a) IV ' EXISTING ;IGHT LINE �STANDARD DETAIL STR-5 W Ce \ _ PROPERTY LINE --- --- --- -- --- ® 30'X30' TRIANGLE�� •• • ' . ' . ��OOOOO�O��� PARKING ~ O IJ,J W co �\\ --- ___ _ _ _ 1 .�- , W PROPOSED GARAGE PARKING 115 SPACES 0 W --- z Q J a Z a PROPOSED SURFACE PARKING 63 SPACES a) a L PROPOSED STREET PARKING 10 SPACES I gm_ 6i. f2 ca .��.�� �.�. o �I L I � �I=. ��.�. :�S��� .�� .��. .�.�.�.�.�.�.�.. ���.����. ADA STALLS REQ'D/PROVIDED _ 3 STALLS/8 STALLS _ < >- W MC Q a a Q I zap > 5 o ROAD PROPOSED OFF SITE PROPOSED RIGHT GRAPHIC SCALE IN FEET - Q W IMPROVEMENTS;TO BE TURN LANE.TO BE / \ 20 40 80 f1 PROPOSED OFFSITE IMPROVEMENTS; UI E TO BE COORDINATED WITH CITY AND COORDICITY NATED WITHTY CITY COORDINATED WITHTY NORTH a COUNTY,SEE SHEET C402 J Q w SHEET NUMBER a_ C400 Li ‘.,A r DEMOLITION PLAN NOTES w 'a 1. 1 1 THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION.REMOVAL,AND DISPOSAL OF(IN A LOCATION o o W i ! APPROVED BY ALL GOVERNING AUTHORITIES)ALL STRUCTURES.PADS.WALLS.FLUMES,FOUNDATIONS, . it V 1- PARKING.DRIVES.DRAINAGE STRUCTURES.UTILITIES.ETC SUCH THAT THE IMPROVEMENTS ON THE ` \ N O 3 PLANS CAN BE CONSTRUCTED ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE a o I MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT . - ia - DOCUMENTS 1 2 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE �_ --- DEBRIS IN A LAWFUL MANNER THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND < < . RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE W I- w �, -~ -_ PMOTROTE%4TJMOT '1�TVP. V) ,5 _ 3 THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO ROADJACENT PROPERTIES ATOLL TIMES m O tD - .,e1dOVE EXLI 'JTIIP TREES SWISH -"--,- UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION y Z ut • NT•i OF ITLSTVRBAI{CB T`^- �-..._ - �y MANAGER AND COORDINpnON WITH THE ADJACENT PROPERTIES ANdOR THE CITY w U W W r �� Ala - "-- _ - 4 THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL d '' 1 r - --z AND/OR RELOCATION OF UTILITIES THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY S 1t'i{ :C`S '~i�I �7'•-r_` - > >� CONCERNING PORTIONS OF WORKWHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES Cl U CONTRACTOR TO COORDINATE rr•t• }-•'S YCIf %.� X�( �j( ,� tr - �� _ AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES THE RELOCATION OF PRIVATE VTNfTIF7 '.'" y� k'SE kY ,;I( �~ T4-T [ Imo+ - CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEED AND CHARGES INCLUDING SUER OPTICS.ELECTRIC.AND t,+ •70' r+1T . �(•� 0.I I I I I 4 I t ice• ` TELECOMMUMCATIONSINROW.TYP. 'Y^'l, iCK 7CYa TL51• �' IIIII I I I I I I f �i i f {. '-' �� -�-- '_ 5 THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE ' >"]T tY ( ][py([_��� I I I I { 1 i3,�1� CU}'y BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR THE b 1 Nig. •y/ •►DL�I }pT I I I I I I { i f I I ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY PRIOR TO THE START OF ANY .t7K'[ 1 ]�y, I I .I F • .�4 I ` { f { r _' DEMOLITION IITTMWITHIN ALL AREAS OF PROP NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF ,D N ! 1 ! .17' l l I [ f i { f 1 1 I Ray�y l-•EL-131-EF ) f i I f� EXISTING UTILITIES WITHIN ALL ANEAB OF PROPOSED WORN 2 a" ri L 1 I I. r y�T1 1 1 I I I E I 9 I. 111 I E l l l r 1. l f� I I I I I I I 1 I I I I l I ca I r I I I I i-�( I• 1 1 t : ! I I I I 4 'ON 1.,... 1 1 I I i I ! 01 l r I I ,fir 0 ALL EXISTING SEWERS,PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT C t V I I I 1 f 1 A 1 '1 I 14 i 1 I I I I I l r I ! ! 1 I U`, I LOCATION,OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE VERIFY EXISTING CONDITIONS AND i 0 i 1 N 1 1 1 1 1 I I I ! I ! I I % 1.1 I I 1 I I I ` i { I ! 1 N [ I PflOCEEI WITH GRDING DESTRUCTION ANY ANTICIPATED EO FEATURES GIVE NOTICE TO ALL UTILITY i l I l i l l t l i f r l l l l l l i' 1 { J'•ti ( I I I 4 I III 1 1 1 N I ! 1 COMPANIES REGARDING AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES i ]� 1 1 { I } I I } ( I I 1 I I I I I I I I Igf r•,1:_I. - ;;; �'.'y./ I I I 1 1 i t l I i ! I I 1 ! I .III.---_ ~'` BEFORE PRECEDING ARDINTHTHEWORK y ]OE'I I i l 1 1 1 • I l 3 1 1 t l l r l f i { I I 1 1 1 1 1 1 Z 1'.'.•. I I 4 4 1 1 4 t . TI! 1 1 1 1 1 { 1 1 1 1 1 1 1 1 I. 1 f l l l l i i l l l } l i I I II.I�I } 1 1 t l ! 11 "• '3 1 '1 t I • ! 1 ! I 1 1 I I 1 I i I I ! f I 1 I 4 1 I I I I I I I I I I r 1 1 1 I I 1 1 I I I I { 1 I 11 ! 1 1 7 ELECTRICAL,TELEPHONE.CARLE,WATER,FIBER OPTIC,AND/OR GAS LINES NEEDING TO BE REMOVED 1 i 1 1 I I I } { i I 1 1 t ] I i 111 1 I I I I I I I { I I I I I i I r I' I I 4 I I 1 4 I I ! f 1 ! •))LL99�1' OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY ADEQUATE TIME '1 a• -4-.0 11{ I I I I I 4 F 1 1 t 4 1 4 } I I f € I I I I I I I I ! ! i { I 11 1 I 1 I I I I i 1 I 4 I 1 I I I I J I 1 I 1 1 I 1 �,y� I`I SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS '. K E } i -bTl ! 1 i 1 I I I i 1 i,i 1 f I t I .k i I 1 I I I T I I I I I I 1 k I I 1 ! I I ! I I ! I I I I I 4 I 4 I f 1 L 11 NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE CONTRACTOR SHALL PAY CLOSE w�i I I 1 1 i 1 1 1 4 f i I t I t 1 1 1 N l l l i l l l l i l 1 1 1 1 1 1 1 1 i l t l l l l l l 4 1 1 1 1 4 1 1 • PHgTEGi EXRTUID 1 t I N I I I I I I 11 1 f I I1 ! I ! 11 1 N I i I I I i 1 1 1 1 I I i I ( I I I I I I I I I I I J ATTENTION TO EXISTING UTNnES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION ¢ a STORMSEWER 4 1 4 1 I 1 I } 1 1 1 t 1 1 i 1 1 I I I 1 1 I l 1 1 1 1 1 ! F 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I I I I ' `/�'� N F _m °y 4 k l { I I i 1 1 1 I 1 1 E 1 { ] I 1 1 1 1 f 1 { I { 1 1 1 1 i I 1 I I { I I I 4 I I I J I I I I i ]•�'C , 8 CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING,BARRICADES,ENCLOSURES, 14 1 1 1 € I i I I L I 1 I ! i 1 I I i 1 I I 1 1 1 1 I ! { 1 I i I 1 1 1 1 I I I I I ! I I I I I I I I 1 1 ETC(AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES)AS APPROVED BY THE CONSTRUCTION - a U ' •I I I I I I i } i 1 { ! 1 1 { i i I 1 { 1 1 1 f 1 } I i 1 1 1 1 I I I I I I I I I I I { 4 I I,J 1 I MANAGER MAINTENANCE OF TRAFFIC CONTROL SWILL BE COORDINATED IN ACCORDANCE WITH APPLE o o a O 1 4 1 I I I t 1 1 1 • rye I i I I 1 I I I I I I I I I 1 N I ] I I ! N I I I I I I I I I I I I . I I I / �� IF 1 1 1 l 1 I l 1 i l i l i l l l { 1 1 1 1 1 1 1 i i l l i 1 I L I I I I I I I I I I I 1 VALLEY,DgKOTACOUNTYAND MN/DOT • i t l l p 1 1 1 1!• q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 N 1 { 1 1 } 1 1 1 I•I,I.I I I I I I N I Ikl 1 111 �'4 i I' w tr i l l i 1 t l l ^ 1- t 1 ! III i 1 1 1 l 1 1 4 1 1 1 I i l t k 1 1 i 1 1 l l l l l l l l I y7[[}�, ' z N w OE I 1 9 CONTRACTOR NOTIFY ALL PL MAINTAIN ACCESS TO ALL BE INTERRUPTED PROPERTIES A DURING AT CONSTRUCTION.TU E DURING AND w F I. } I I = 1 1 1 1 N r i i 1 1 1 1 1 1 I I I 1 I 1 I 1 { I 1 I I i t 1 •RCW_ruL:x1U11:�4=1.2NAI.1�4 ( I I I I I 1 1 I s 1 SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTEDOR ALTERED AT ANYTIME DURING ' 1.,1 1 1 l l 1 1 11 11 i l l i l 1 l 1 1 1 1 1 f l l l l l i l l l f l l l i l i l 1{I l l l l l!l l l l i 1 t l 1 1+i 1 1 1 1 1 1 1 1 nsxcu:n: ouuyLnl7Mm 1!I I I I I I I l i l i l i �i 1 ! ! 1 CONSTRUCTION ,!0_ o L I 1 1 1 4 1 1 1 1 1 1 I I 1 I 1 1 i N f f E l f 1 { I k I 1 1 f 1 1 1 1 11 ""D°T'I't•'REBVTCBFFTUPI ( I I I I I I I t N - w n i 1 1 1 1 1 1 1,1 f l t 1 1 { 1 1 i I I . I I ! I F I i 1 1 1 I 4 k I I ill pp I I I III I I I �1L X�c l ! f ! 1 .r•i 1`� F M' I I I 1 I I 1 1 I . I 1 1 r 4 } } I i i N 1 t 1 I 1 } I ! I I I I 1 k } 11 I I I^�` I I I I I I I I �.1C1 ]!I I{1 1 i l l 10 PRIOR TO DEMOUTKW OCCURRING,ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED �M rn 3 I i 11 ] 11 N I 1 1 1 r 1 ' 1 f 11 I I I I I I 1 4 ! 1 1 I I F i 1 1 1 I I I I I I I I 1 I { I I. I {- y 11 CONTRACTOR MAY LIMTSAWOUTANO PAVEMENT REMOVAL TOONLYTHOSE AREAS WHERE IT I6 t ! •I I I } I I I 1 1 1 S,I I I f I f 1 1 1 1 1 N 1 1 6 ! I I I I I I I I 1 77L(--�X[[�e� l l 1 1 >` 1 w 1 i 1 I I i ! 1 T 1 1 �;y� 1 i 1 4 l 1 f 1 1 F I } I k N' yW:� y I I +TIa��CI .1..r I I 4 [ ]Fj( C 1 1 I 1! I r l REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF O 4 1 1 1 1 1 1 1 1 1 ?6: 1 1 t F 1 1 1 I I t l } 1 1 } ] A�� {'��•.7�{�f�'�'•���.••..[�A1•y_Y�a I I I I I I,N ,�1( 1 1 1 11 THE SURROUNDING PAVEMENT,ETC THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND 0 w REFER TO OFFSITE k 1 i I I = { I I I ! 1 1 1 1 1 I 1 1 1 1 1 1 1 ; `'YE a- 'i•.A' 1 1 1 1 { I I I . _3 I 1 i REPAIR REMOVALS PLAN. 1 { I 1 I 1 1 11 I I I 1 I f I { 1 F 1 } } I i I I 1 N 1 i'a a•.pi i e• �• ( I I I I I 1 '{.1 I I I ' 1 ! I' f ! i'` f� SHEET C201 'V E I t I I l l 1 1 l 11 11 i I F i l F 1 1 1 1 • �a.•�• ( I I I I I I I I ]�LLE�TT 1 I I'i I t i 1 1 1 i i I l t I { f M 1 1 t a s •i .1]L I ! 1 1 I _ 12 THE CONTRACTOR SHALLCOORDINATE WATER MAIN WORK WITH THE FIRE DEPT AND THE CITY WATER f l i i F 1 1 V t k }'.�URE3..UU++��' ! I I I I I I,+p�I I I I i I I ! f 1 1 DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS I , '4 I ! I l l l I I I i t t I i I t I f I I I I f ..x.• f 1 I I I 1 I I I I Y"'I I I I �(�( 1'. 11 ! 1 I I I I I 1 1 I I I• 1 f. IIEIiQyC.EXL4x11la glltyipsAllo' •I I } I f:!•`:a�w..i�ie�.:.,•��.�. ! I I I i I I I I { I I I '}�][,( ��yrr���!'• CONSTANTLY AVAILABLE TO THE SITE THROUGHOUT THIS SPECIFIC WORK AND THROUGH ALL PHASES 0 1 { 'I I I I 4 € i 1 I I • I I gy�ppy�pFd{JNQArLy� I 1 k 1 I 1 I I I I" I I ! I I III �'Ia '�.1-- I�al I N 4 i!1,1 I{1 1 OF CONSTRUCTION CONTRACTOR VALL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED ' { 1 I I 1 1 I 1 I I I I t I 1 ' I I 1 I 1 I I I I 1 I A�E�I(..,"-y I I I I I. 1 { ~'Qsl y f S 4 I I I } i I 1 4 • C'P { 1 AIA1,11V�EA1111,F F I ! f t I I I I ! 1 { I I 1 1 +'1� I 11 I 11 ' k i I 1 1 I 1 I r i 1 1 WATER MAIN SHUTOFFS WITH THE CITY OF APPLE VALLEY DURING CONSTRUCTION ANY COSTS I1 1 I I I t i f'a [ 1 I { i 1 t N 1 1 1 I { I 1 I 1 I I I I I I I 1^!^I. 1 1 ASSOCIATED WITH WATER MAIN SHUTOFFS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO J ! I I } t 11 1 I 1 1 `�•�+i ) I I f I I f f } f I I 1 I I I I I I I I• I ! III .I l k ) A 1 ! I 1 1 EXTRA IMLL BE PROVIDED ./ I.• 1 I I•} I I I I I ! 1 i l •: S s I 1 f I 1 1 1 f t E 1 •'1 I 1 1.1. .° 7 1},i I 1 0 0 PROTECTIN PLACE EXISTING�T '1 1 11 ! 1 N } ! 1 1 I 1 I aT•..•i• 1 1 1 .{ i 1 I I I I I 1 I I I I 1 I I 1 I { 11 { 1 i 1 1 1 , , I I I Q wFP .112 1S'RCP{PER ASBUILT) 111 I 1 ••• ! ! } 1 f f I f I I 1 1 1 I 11 I I I I I I I 1 I I 1 1 i 1 1 1 l ' I t 4 13 REFER TO SURVEY FOR ALL EXISTING INVERT AND RIM ELEVATIONS a i 114 I l t l f i l l l i 1 1 F i f l i f,1 ! 11 1 1 1 1 1 1 1 1 1 1 1 1 1 l i l t I I r 1 l 1 1 I z Ny �y-� 1 • S l l l i i r 1 I I 1 L 'is$eh4' 1 1 1 { I 1 1 1 t k l . 'i�i.n.:•"•y.' '.' r I l I I I l I r r 1 yI�E[•I 1 i I I 1'I `yL�yT 1 ! I �,p i�[ra 1 { t 1 1 i i ! t I 1 1 I I I •v 0ei 1 1 1 1 1 t 1 I i 11;1 I 1 I 1 I Art.',.•: t'.•a i 1 1 1 I 1 1 I I I I I}f I I I I I I 1 1 1 1 1 f{ 1 1 I I I 1 1 I{I 1 t !1!• II' 1 I{ 10 ALL UTILITIES SMKNYN ARE EXISTING UTILITIES - .t W l l 1 1 ! 1 r l r l l l i •;y,�•�•�, 1 t I { I I if y I t 1 f l l ! a a o g 1 ! t t 1 1 1 1 1 1 11 4 , w 1 ! f I I 1 k r t y• :•• I 1 1 I 1 1 1 1 I I I I I 4 { 1 11 { { I 11 15 IN THE EVENT AWELL IS FOUND.THE CONTRACTOR SHALL CONTACT THE ENGINEER AND OWNER § 0 1 It i I 1 I r I I 1 1 i r i t t I l+I I 1 I 1 1 1 i • I `•v`'`+'•y_•.1 1 i i 1 1 i € t i } `••+�••••••�••�*!1 ! 1 I I I 1 I I I 1 1 1 ! 1 1 1 { k 1 i 1 N, 1 IMMEDIATELY ALL WELLS SHALL BE SEALED BY A LICENSED WELL CONTRACTOR IN ACCORDANCE WITH N;N w 3 O P. • 11 { i FNN*4Y1 1 f I f •�✓i4.�i�.%off { 1 1 I I I I 1 1 ' 1 1 1 yy, 1 I .6gwp , ALL STATE OF MN REQUIREMENTS q l f l l V l i i l l l l l l l' 1 �•`�y+••••a. 1 I i i I s 1 I 1 I i 1 I I I I I I 1 1 1 1 1 I /5§ 1••f^t 7, D z g 11 f I I 1 1 1 1 1 1 I I I �1� .p: 1 i I I l i I I f F a•.1., 4):.:t::;.::::4 i I I I I I I: 1 1 1 1 I 11 11 I I I I I I 1 I 1 I I I 1 1 % �•�"< •a. p i { i i I:-.O e.. vE Mv•v+•v• I f I r 1 I I I I I { •{,1��I� - 1 I • 16 IN THE EVENT THAT UNKNOWN CONTAINERS OR TANKS ARE ENCOUNTERED,THE CONTRACTOR SHALL U gg 1 1 1 N r I 1 1 I I i F/�•w••`�v. 1 1 1 i I i I ,•H ••`,•.+.a:+.ia_U% •, I I I I I I 1 1 1.�• v�f 1 f r CONTACT THE OWNER AND/OR OWNERS REPRESENTATIVE IMMEDIATELY ALL CONTAINERS SHALL BE FOp5 - 8 E Y I J 4 1,{ •1.1 U! 1 i • ,,, i 1 1 i L i l l '1 m,..q.•, ••v.•,• c.1 I I I I I I' 11 { I ' 1.=,Is: uFE 1• DISPOSED OF AT A PERMITTED LANDFILL PER THE PROJECT DOCUMENTS Fz mwo J ! IIEMQNE ANV.UQX IgLC.ATMs 1�j ;;: i ! i 1 1 r 1 r l����7�•' f ( I I I ( ( I I I V I 1 1 1 1 tFYI. fO :1E AygOCATt i.13 HIM110R �f I-1- Extvolq WELD al MIX _ i ! 1 1 I I 1 1 I I 1 I 1 I 1 I 1 1 1 • 1 1'1,1 • v1r,1� I, g i O v = '- 4 1 C •���' 1 1EERLED8A1&WlIXNIEOMFrAM:E ��aas•.�ia + I I I I I I I ) 1 , M i r •�• tT CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING ORgINTILE IS ENCOUNTERED ON SITE NO a v ., v� ..::: :'L.r .Al LYYELL$?IWLBE SERIiD&v,• I I I I I I I i I I 1 I1 111y M 1 • ACTIVE ORAINTILE SHALL BE REMOVED WTHWTpPPROVAL FROM THE ENGINEER aw�i 1. O �{ •• '&L10tr3YTuCG1117 Ott ia•*•a'•` I I I t I I I 14 k .)ems I 1 p w �N ,� +` •J I I I I I i I I 41 4 1 k 4 f 1 l 11 I I is ALL SERVICES ARE TO BE REMOVED TO THE MAIN PER CITY z N A I I, e �• 'l<'-. nlAccpRwgc[vAnlAll 1�;•• •+ I I I I I I I I I I I I I ! ! I r I l ! I ! P f�wE o N gi •• ..,.. .. ♦ . STATE 0P MN REDUIRENEKT6 r.�M.A I I I I I I I I I I I 1 I I 1 I I 1 1 I 1 1 1 1 �� T 1• 1 ...'. '=•=.�.0. -- ,, - :•.•!:.•a, p 1 1 I 1 I I 1 I i I I I I 1 I I I 1• 1 1! ! (c 1 1 1 ! ! g w w i LV t f • I 1. .. .. .... .. .. _r...... _ W '•'•ie' 1 1 I 1 1 1 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 14 1 1 1 1 k 1 1 1 1 i 1 1! 1 o� J J 3 0. .3 1 1 1 1.T- . ;c#•.5• •.,X.:.: a" �:..• 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 d LEGEND N D I [ [ 1 _ _ p,�' " •y: iilf l i rwEE10NE ZeBYAr11N ' FNLn• • • , r A1/111/111;1111111111I11111111/11 •111111,' -1_41 i •1 I I- i4S l.. ! 1 •, `T _".• •;: :�••M • ( I I I I I I I ';q[I, <H < `a:=$fe_Re:^? a• I I I I ! ! I I k I ! I I, a g ❑�I Q, 1 { "1 E%14T1HDWEIFD III }OBE _-_ _ _J¢g .J.'U.r I I I I 1 I I I 1 I i I 1 i 4 1 I i I 1 rli•. ..... PROPERTY LINE IT m 3 _ • • 1 i ' 4cNEDq Ai1ANGCNEn{N FtiA[f f _ 1..I.I.:•.+.,.a..:+:E I 1 I I I 4 I I l 1 1 1 k 3y.�� w a l I 1 I 1 AJ L1YELlSaWLLL eE BEALFA BY �`^ 1 a • 1 1 1 1 4•+ I I I I I I l I l l i l k k k I I I 1 I I 1 I I I 1 q 1)I l l i,r*'S1 1 11, y o w 3 a I.-1 I I ' I 1 r 1 1 ' 1 'I N 1 f i 1 1 I I I I } I I f 1 I I 1 1 ,❑ I, • I'r7,�.II I I I I REMOVE BITUMINOUS SURFACE Z I } ALeeNypa vnLLcarinAemR ' 1 1 1 1 I �(, 7Di 1 1 1 1 1 1 1 1 1 i l l l l 1. 1 1 1 I I I III III. �[1 r o o 5 I NI VK*FFINICE ATIN ALL' . •` l �' y/ f { 1 I I 1 1 I I I i I P I I I I I7C! I •2Cdl ® REMOVE CONCRETE SURFACE LL I I I ...VVV glAt•EOR+IN N[W1gRuCMrss ,I,,,,,r DBTBjo WnNeµu 11 1 }• ! N I I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I'm ! 'I 3V ��1� • 1 1 1 1 I 1 I I I I I I I I I I I I I I I 1 xK 1[-A� 1 -;.0C�C i I 1 I iip+f•;.i.�i�i�iXi�•y' REMOVE BUILDING O 3 1 ' 1 1 1•1'1'1'r ,' 1 1'I'1'1'1 3 If4i f I I 1 1 1 1 1 N l l l l l l l l l l l l -L1c 1'L��:( ,CK ) 4 n ' 11{ 1 1 I ' REMOVE EXLgiRAOSMEO I 1 1 1 I i 1 I f 1 ( I I I ( I I I I I I .X.]C I 1 i I' l •I CLEARING 8 GRUBBING W ,u� 1 1 j ! i ! 1 1 ! 1 ! p, 1 1 i l l tk'I 1 i l l l l l l l l l l l l l l l l ! I • i i 1 ! 1 : I 1 A ! I N 1 1 1 1 1 1 III ]�(i 1 1 1 i 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I N �yy � >y'•,�LL I r l ❑ $ 1 1 i r 1 1 1 [ 1 1 1 1 1 r ( I I f i l l l l l l l l l l l l f l l l l tbi X:Y; �;t 1 1 1 ! 1 FLAUMFTHBAWCLT U •:'i'11!'[ ;II]{iii111{11111111iiI1: : 1{11+ 4!{{{t111 firl #.li{tllliiilllklllllllllll111111111l1111' ),A OI i I i Z $ I l i 1 1 l 1 ! I I N F 1 III 1 1 1 { 1 1 1 1 ! l l 111 , - REMOVE SIGNIFICANT TREE 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � ( ! f l I I I i I I N 1 r I i 1 I I I 1 I 1 I i 1 I I I I ! 1 I ?J: ~ 1 1 !i 1 11 (SEE TREE INVENTORY AND PRESERVATION PLAN) Q • ,�,,(,,1y r s I ( t I 1 1 1 ,5��•LY� [ I I ice: y�y, N t i y�T '�^ ^'• i 1 t 'I I I I{{I I 1 I I I 1 N I 1 1 1 N 1!1 1 I IIIII d 1 1 u 1 r 1 I 1 I I I 1 •"'-" ,///'//,//./// REMOVE CONCRETE CURB&GUTTER ) 5 I iir� :�.1�• r�lr1{IiIIIllltl kil ltl111 I i 1 #�1 I I I I I 1 1 1 I I 1 1 1 I 1 /� m 0 I I I 1 1 GI F, I; I,;'1' t t 1 it 1 1 t l 1 1 1 1 1 I I 1 1 .1 1 14 1 1 X X X X X X X REMGVF UTIMMNEG Ills 1�a V �• IA f T t i 1 1 4 1 L { I [ I I I i I N M I L 1 C 1 1 1 1 1 1 LL C { I { i ! "••' 11 I• !'• 1 1 { I i I 1 l 1 I 1 1 i 1 1 1 i { 1 ri 1 1 I I I I 1 I ! 1 I 1 1 1 l 1 1 1 1 1 1!1 i • •r` LIMITS OF CONSTRUCTION O a I 1 I1 1 3 I I I I I { { i l l l l l i l i i t l l l l I I 1 I 1 I I��{EI I I. y� TL��T 1 V1 1 1 t I I I 1 1 •1 [ ! i l ! I I I I f l 1 1 1 i l I l l l i 1 1 1 1 I 1 1c9E O. 1X I I I 11 ; . 1 EXISTING OVERHEAD POWER LINE V ., J I i { I 1 i 1 1 1 1 I I I t I I 1 11 I i { I } I I I I F 1 I 1 1 1'RY`• 1 ,0, [ EXISTING CHAINUNK FENCE �.'1 1 1t t 1 1 1 1 ! i ! t l l l l l ���qqA��, l i i 1 1 1 1 4 V l 1 N I r 1 1 1 1 1 1 1 1 1 l I t l •• ] 1 N 1 I t l i l l 1 I N I I i 1,l 1 1_1 I l k I I I 7 1 1 1}I i 1• yyyy 1 1 1 DI D 1 1 ! t t I 4 { 1 4 Illy t 1 1 I ! i 1 1 1 ( I I I N 1 i • H '1 > F�rPl r,r-.4 EXISTING RETAINING WALL Z m 1 1 1 1 r 1 1 1' I 1 r 1 t ! i l 1 1 [ I i 1 1 f i l l 1 ( ( I I I �'. �x I 1 W AB " t [ 1 1 4 1 1 1 1 1 4 1 I { [ 1 1 I i '-4 I I ! !A N ( I I I rae•1 1 l t l ! EXlsngc SANITARY SEWER 0 Q ❑ .5 'I I I i 1 1i I i I V I 1 I 1 1 i 1 I I I t 1 1 I I I 1 1 I I I I I : II I t �L EXISTING STORM SEWER L.A L I I ]I I I i I 1 1 1 ! 1 1 1 11 1 1 I I I I I I I I ,1CS • 1 ni xl( 1_-,-.•_. EXISTING WATERMAIN >, E I y ! i l i t I l I l I 1 1 l i 1 „f„1 1 1• 1 I 1- % , i I t 1 I 1 A �, I I 1 1 I 77T I 1I I'I •.A U IB 2 1 1.1 1 t I { I C I V 1 1 V V•I"�, I [ 1 1 i l k l l l l+•.• I-I I II 1 '• X]: 1'!T I 1 I\ F u!D [TBSIN10 oAs Mnln I i --7i+ 1 1 f l l l l i I I I py lci2 9EW[R y& 1 1 1 J' 5[ I ( I I I I N I I ( 1 N 81 m •a �1..{+ li 1 i i t i IIi I I:r 1 I i� f 1 1 ANOXLLTERIIT(Ir16 I ! I T I I ,r .0'1 F I I I I I ! I ICI I 'i . i 1 10 i =REPER TO OTY'.J1= - EXISTING UNDERGROUND TELEPHONE 7 } 1 1 f 1 1 1 •} I �'�. 1 I I I I I I 1 .1 1 1 I r r r 1 •�1 I•' II !REMOVALIRINI EXISTING UNDERGROUND CABLE 1' 1 L-1. J i--1 1 { i ! I I oPi i } I 11 • 1 1 1 1 I ,1 t \xx • 11 1 1 I I 1 I 1 1 4 I 1 1 I I 1 4 r r r 1 r I I I 611QETppI n , .{". L '1" I fi l I. Tr I I f 1 I I 1 I I I } I 1 { 1 imam fry 1 1,1 I I I I I ! I 1 1 1 1 1 1 ! i l II i 1 I - - - __ - EXISTING CONTouR 4 PROTECT MN PLACE ASBUILT) i•!,N' t l i 4 1 i 1 1 1 1 1 t { I I t i 1 1 1 $ t 1 1 •• f �til I _ 1 J 1 1 1 1 1 - Z ]E'RCPIPER ASBUILT) {•Y -1 i. h I N I I 1 1 !•}_,. •._._•� -:••.',a•� � - 'A� 1 ?-' ---- ':�•I;1 i • 1 ♦-1� EXISTING CURB B GUTTER W f 4 1 T 1 1� i •F: •.. T .g a • I ►' a I:,..• ,, 1 I l 1 l { 1 Z N 'f 1. !" i k I T t,t14j if AI -11_111-1f -•F_•T' S_ 1- I 1 1 J_�I I 1 I .i;r 1,;r i-'i:i=.'-i-.S•.'' a...PA='•t.�••Pr.. , '• •.'r:... 1 1..,.1. l.'.l .I .1 J•,..i, ! t . ` _ EXISTING SIGN l�� 1.1i�� iK f i 1" 1 "}a 1_--i.- ..'lS�- '^'r` - 'i1'„ "'. �..1-.M.r I.I..a,.i 'IA.P��: .` i,l• e .1 1 1 ! - r O W .1'{ r $ fk,4 ! _ i.-(�-.11- ,T .. •�•4. 1'�' •�• - :E• 1.-.75.11 1 I ;..1^�'-'1,•1 + EXISTING FLARED ENO SECTION..'5ti�'T1 II �1•jh` qF y-f�-1� ..1---4• �[_ r l ' -'.i::€.; •l•1.:'1 1. ':••3 I" 1. .F-1--- ,. 1 .1,1. 1 I - /♦ F' } LL _' 1 A 'I 1�; ,-1 I 1 � 1 t i I i } 1 1 1 1• - � �11 T 1 F• I-1 i 7 •1 { '1�•1'•I i !k ■1. 1 r I 1 1 1-k t t •1 1 t { D EXISTING STORM MANHOLE V ..____ v: . Let t_r.0 1 . 11 •J. 1+.11 .Jl1 L1J.:.1_yL LJ�1 ..,}.Y f1L1,f....Ij•R+• ..._,_.^�.p�; T . .1 1 1 J�,tiia.•;�. Z_ W ..._• _Y_, EXISTING STORM CATCHBASIN J AA• O CONTRACTOR TO COORDINATE RELOCATION OF IvA • PROTECT IN PLACE EXISTING PRIVATE UTILITIES INCLUDING FIBER OPTICS PROTECT IN PLACE EXISTING'"-1 S EXISTING WELL O 1 �i tEDIPWM(PER ASBUILT) 1 -----•- O •• W W ELECTRIC,AND TELECOMMUNICATIONS IN R 0 W_,TYP 16'D P WM(PER ASBUILT) _J ki 2 m EXISTING GATE VALVE U- O L b • l+ PROTECT IN PLACE EXISTING PROTECT IN.Plft EXISTING PROTECT IN PLACE EXISTING ,{ a}C /I I'""1TIE rE'S .. a_ EXISTING HYDRANT I- O ....RI. o W Ce g 12"RCP(PER ASBUILTI �6'D.I.P WM{ANR BUILTI ,PROIIHEAD POWER LINE 'IV/' H "liJ�tIYY\^ Vr/'IY7 LU L. . N -PROTECT IN PLACE EXISTING , EXISTING ELECTRICAL BOX I .PROTECT IN PLACE EXISTING'y C36•RCP(PER ASBUILT) . " .PVC B6WR(PER AXSZLNT) \ ' ® EXISTING ELECTRICAL MANHOLE Z O w W Z LL i _ F REMOVE EXISTING FENCE• ', EXISTING GUY NITRE I L^i a = O V KEYNOTE LEGEND O o EXISTING POWER POLE } ii 0.-1a._L �r1 PROTECT IN PLACE EXISTING REMOVE EXISTING POWER POLE-COORDINATE WITH a I Q,1 ' A CLEARING AND GRUBBING G BB EXISTING HANDHOLE NORTH O.rE 13) l{iI 11 1TRCP(PER ASBUILT) O O UTILITY COMPANY AND MEP PLANS D a 11. 1 • OB REMOVE EXISTING CURB AND GUTTER HO PROTECT IN PLACE POWER POLE �'.I EXISTING LIGHT POLE I Z - 0 5 o • CONTRACTOR TO FIELD VERIFY LOCATION. W W '- INVERT/ELEVATION OF EXISTING UTILITIES • O REMOVE EXISTING CONCRETE SURFACE OI REMOVE EXISTING RETAINING WALL EXISTING SIGNIFICANT TREE cc W ❑ I PRIOR TO CONSTRUCTION (SEE TREE INVENTORY AND G 0. J -- "- OD REMOVE EXISTING BITUMINOUS SURFACE O SAWCUT 4J PRESERVATION PLANT GRAPHIC SCALE IN FEET J U OE PROTECT EXISTING FENCE IN PLACE • EXISTING TREE LINE i 2u BMI I W SHEET NUMBER 4 0- C200 ALTA/NSPS LAND TITLE SURVEY ~fof- i oRKnob Rload i e6e DETAIL CERTIFICATION Apple Valley, MN s • >z OT •K ROAD 909 975,958 SF.F. '9a6 (10.93 ACRES) n2 1 hereby certify to Irma E.Ulrich,United Properties Residential LLC,a Minnesota limited liability company,and to Commercial Partners Title,LLC,as issuing agent for Old Republic National Title Insurance Company, I %"•: "t • that this is a survey of: I 5 sey Part of the Southwest Quarter of the Northeast Quarter(5W 1/4 NEI/4)of Section Thirteen(13),Township One Hundred Fifteen(115),Range Twenty(20),described as follows: � E,SEE } 93A 1 Beginn' Pt the Southwest amen 'NAM.The Northeast Quarter(NE 1/4)of said Socue 'NAM.(131;Ihuro ,r t OASIS,* the OOELII line of the ilonteeill Quango'of saki SxUonTlhrteha(17,•dl,t•nce al 765.00 rein .,I • ?Ale .7 mr1 feet;[he194 deflect to the loft 90 degrees a distance of 576.00 feet;thence NOrtrwfestuf ly to a pool[en Om Ylest fine of the Northrmst Quarter 0111rd 0eAlen Thirteen(13),fold 8e18 Smug a distance of 656.00 _� -�•-•00 • g'�:"c . feet Nortlprly of the Seudrwefl comer[d ow Northeast Quarter(NE 1/4)algid Section Thhleon(In oT meOSutMO along U10 Wet line[NOW;Ihpec 1 eSp ltWely to IV Il int OC De9IM4lgt acnWbing to trio Government Survey thereof I 4 a ,te.,3 • Dakota County,Minnesota Abstract Property 1 • .,..__ And is bolter rrpun w[5 In elton IOO l l lee CWnmllntenl for laic Ina 000 ur90 mewed by cUwe rd WOWS al W S TIVe,RC.Sc Inswing;oat for Old ROPVNC reahh I Title Vahan a Comprey e .1[ tS 1u,1R egN 'OE lap.MIL $ 1 , dflurd eNletu4p March OF,7019 a((101 A.N.-end lnt!III cssemenf;,d any,nxep in 5[nedule R•I)aft the 1lerelrl fefeYe,3ce0 ppmnytnlflnt tar tale Ineyfar te.art shown he eon;and Mgt 114T map RI 1111t and(nn Ise ey rn4f • on•.l5e11 R ll Lower were moot ill 41 alsoedeaRe w11ri"Nlnunym m 5lendard Detail Requtreenta for ALTAIKSPS Lind Mr$Imvef5,'ppinnyosta6PleNd other eneut.,IIy ACM one NSPS s 2 th p16•and I41 ourseient to e „ N ` qw1 I - ALeexaty S1arala,d1 OT40Opttd by ALMA and NOS end in Wfect Ors[nit[late olthweertilkaEon,trio uedeesl5ne3 further or l,Fie1 that In mry peole sional Rpmgn,as a Amp WencherIt'rtrled alIt*SIAte of llpineM 1 6,. ~ , r^ 1M Rpill00 Poe,11n11ll ACCleecy.f stun uYe eal MOWny d naMOWUut Wldcl.is 9Peeled Ittle0ln and lnelndeS'WWI t.7.3.4.5.0(A),74/.71h11.13,11,13,14,II,end SO al Table A[Motto}The held Iee1R was �' /�' f s. completed on April 1,2019. 11 ' 5 9 1 further certify that this survey was prepared by me or under my direct supervision and that 1 am a duly Licensed Land Surveyor under the laws of the State of Minnesota r --_-'-� `� IJboC: 4/12/2019 1 ,.Mf 400' r r s E G.Rod&Sons,1, crm, .- •.1. ,,• - itr Surveyor illealV• .••IA LicLand dNO.41578� ` ,HI.e 01ttSTllfp OUKCzNO GENERAL NOTES NORTH . r�.r • 1. Fee ownership is vested in Irma E.winch Parcel ID Number:01-01300-01-0I2. (651)454-0002 For verification of utility type and field location,prior to excavation. en a w, t'11 •i . r Ma al' •~' �{ •„ ' M1 ¢,tot` 2. Address of the surveyed premises: 12444 Pilot Knob Road,Apple Valley,MN. 10,Subsurface and environmental conditions were not examined or considered during the process of this survey. No - 9 _ r'r. statement Is made concerning the existence of underground or overhead containers or facilities that may affect • 3. Bearings shown hereon are based on the Dakota County Coordinate System the use or development of the surveyed premises. .sl - rn r .9 e gppp 9 4 4. Snaneyeet prentSaxslltwe on then See0CY reap IS In FIned Zone 1.1(Amu cimm.rle0 to be o0laeOe the 0.216•raelal 11.Commercial Partners Title,LLC,as issuing agent For Old Republic National Title Insurance Company,issuing agent O v_ !q!�- r,L to l AnP r p ' ul 4 •'Er eNtaft9e no0dplam),o1O1WL5 to mow Inewnene Rath soap CmnRR1rv(Y Ma-270f1509 Pallet No.0095 SY01fe COT File No.55633,Schedule B-II Survey Related Exceptions: d 0.. $ Vie' r� 'a N p5e Dedc(•I emorger y Manpgemonl Agency.•wilco(1•IR IJeeaNnhar 2...1.011.There isnpt a phased v,sien OF - - I rr P e said panel available,as said panel does not contain any special flood hazard areas. 9. Subject to Dakota County Road Right of Way Map No.472 C.S.AH.No.30(McAndrews Road)from GS.A.H. {{{T��l _ y7 f 9T4 "Cl No.31(Pilot Knob Road)to S.T.H.No.3(Robert Trail South)filed November 7,2017,as Document No. 1 k. , •' +at 5 Boundary area of the surveyed premises(Including Right-of-Way):475,958*sq.ft.(10.93 acres). • 3221613.(SURVEYOR'S NOTE:Said easement is shown hereon.) If7 135.2 -ra a T%IT11N6 WY1.01R6 y� - 1 • , thief SF.3 6. A zoning endorsement letter was not IL8nlifed to the sun oyOr.A tenter.of the City 0111011e VIIWI web site 10. Easement for highway purposes,in favor of the County of Dakota,a Minnesota municipal corporation, S3 1L . { s r t • ,..i. gRindicates that the surveyed premises Stlosln on this surveylN1,riMtlr reined M-6A(MVlole-Faflldy Oi105ct). contained In Highway Easement dated October 29,1986,filed November 14,1986,as Document No. M • 1. g I. yq sl _Under the applicable zoning regulations,the current setbacks are: 751383.(SURVEYOR'S NOTE:Said road right-of-way is shown hereon) 0, Q ti • 'jliy- 6^ Y,•' Ir,-,s,1„ - _ - Building: Along principal or minor arterial=100 feet 11.Easement for highway purposes,in favor of the County of Dakota,a Minnesota municipal corporation, _ it:i d '„ 1 i �.p• 1 v Along community or neighborhood collector=75 feet contained in Highway Easement dated March 8,1991,filed April 2,1991,as Document No.979270. 1 `` I r 11 tF _ ; 'fit Along any other public street=50 feet (SURVEYOR'S NOTE:Said easement is shown hereon.) •'T.I. y`t Ip F iN•� Ls.r }V Ab ye- -..$ w• •✓I.pflq any side oa Sin 0f.11r10a f M fee! ,Of 4. r 9A •w a Along any slde'or strictrearYard=40 feet 12-Terms and conditions of Final Certificate dated July 23,1992,filed August 5,1992,as Document No. ..n i ;;.,..1 .. yt'rRtlj• . �i Y,••r F , Abutting an"R"District=75 feet Knob1063345,and as evidenced on Dakota County Right of Way Map No 99 County State Highway No-31(Pilot • . •''O 1a(4. Titer '. M1 may„ },r•- d - .�d • \ Knob Road)filed September 12,1990,as Document No,963637. ,,p }} 777"ry '��.ti+ypr-'rosy i„ d 'k1N 6� .c ra • For additional information contact the Planning Department at the City of Apple Valley at (SURVEYOR'S NOTE:Said easement is shown hereon.) 1r•,i_ • `" '�S ; '' N„ r u (952)-953-2575. • - fi=. 1� d •/ -_y.. '•R� - •, u�P 13.Subject to Dakota County Road Right of Way Map No.2 County Road No.38 fled March 10,1986,as �Y}• ( •. J -}r a9^ 1e ly•.... r„ Ingo,y 7. There are no marked or striped parking areas onsRe. Document No 7I0479(SURVEYOR'S NOTE:Said easement is shown hereon) + 1 ( 8' _.'�., __a _.. -� f pn �i ' 8. The surveyed premises has an existing direct access to Pilot Knob Road,a public street The parcel also adjoins 14.Terms of restriction contained in Warranty Deed dated January 15,1976,filed January 20,1976,as 1 Ktp • o "`s ,w•f - u,s. w,•McAndrews Road,a public street. Document No.4633B1.(SURVEYOR'S NOTE:The area described by Document No,463381 is for the I e •- Y r.•u - _,�.,, _sue Si Pu M 1 TJOST1N09rtloWh11.1 :r} _ neighboring parcel.Said document creates a restriction pertaining to trail construction within 500 feet of the r-- t - fin he 1 " 9. Location of utilities existing on or serving the surveyed property determined by: surveyed parcel.) L. �,f_ - •�x RAI. Observed evidence collected pursuant to Section S.E.Iv. - �.� r +.1 ' f - Markings requested by E G Red and Sons per Gopher State One Call Ticket No,190861315. 12.Contours are shown in 2 foot intervals using a combination of field survey data and LiDAR mapping as provided by - y�` �~ "z Record drawings provided by the City of Apple Va1Nl,vs engitlfXHr 5 dl••pprtment. meDNR Excavations were not made during the process of this savoy to lo(91e LRIdergraukd utilities and/or structures. , =(Fhlh YNOSMIC ,y., The ILSOSIoO of underground utilities and/or structures may vary from locations fMNt111Crerun nW sh011 Mal 13.There was no evidence of recent earth moving work,building cons[rurtion,or building additions observed In the : a(tH 1 ` - �s `I�,, iM 53<.I M1f undeegrEiRaT utilities and/or structures may be encounleRki. Contact Gopher Stop Ono(yll NttMI[aeen Center at process of conducting[he field work. 9ye' 1 1d. w. a :,� SITE OVERVIEW I I„eIn pep-962 LEGEND �� 1a a s e,m,,,, a,.rs�o ;;' • DENOTES IRON MONUMENT FOUND AS[ARE I YT 11 IVit '• o"�`�d� SI.iZOa KALE} •�• Ip1 '� e. O DENOTES IRON MONUMENT SET,MARKED 81.4 41576 � IP tV8 FENCE Ethos z]NORTHERLv OF 90UNOgRv ONE -• I - op. •1Oo -a - a � s ii • -O DENOTES TRAFFIC POLE rU "" El DENOTES CATCH BASIN a of i l •"CEJ"5" F -•. PI i1 2 a - �` ID DENOTES ELECTRICAL BOX oog f I ^o'tINl1Lr oFee�1. • I 1Iy1I r w ,,�y�V LINF 1T .y -�.+r L• 00 DENOTES ELECTRICAL MANHOLE -_. sr �'� �sy.3-f�pN^ y�sf•�p 149-- �• I 14 ' s,,,.w DENOTES EXISTING SPOT ELEVATION _(; fC•P•!•e LT KNOB�� I ✓ DENOTES GUY WIRE „rI 975,958 5 F. _ 4� a - - ` •• + or/ (10.93 ACRES) 4 4 yr EH DENOTES HAND HOLE 1�;' X • ` DENOTES MAILBOX F-�� I i •, EDGE OF wo,mn us . -. I wN f `D. DENOTES POWER POLE ' - •--II • NC/SIIeL9 i•t•1••4'qi I 1 d+" I 4 DENOTES STORM SEWER APRON F•• ! �1II} F. m „I p \ 0 • I l•1-'- .. y V, e t ey.r rD DENOTES STORM SEWER MANHOLE 90 I I{I' IM.f rr �f • DI DENOTES WATER VALVE I 7 I- .-__-3o&a--------- _._.4L_... •;p@-~f -�- • DENOTES WELL S�1 o o _;' o w ! Ca a 10cv ' -.-a_ DENOTES FENCE li 8 Ce ` -- ----- ^� 17 •§r-� es t` w 3a5.5--------- r� m i i (-=-cr0ar 'a DENOTES RETAINING WALL ., '' pn •;.I Y` ,,. �f oao ` o° r t •y. f 51" i, • w Reelrgv- DENOTES EXISTING CONTOURS(2 FOOT INTERVAL) ��,, y + _ O '.,'•• o • S N 1 I'- t �l ��4� 1 D tv sgr -0 xtN kr,N `• DENOTES TREE LINE •9 If] I.. :�.7' • i "r i f F`J .- • Tf _�,_^fy,;- 3- ..� • "`�• ..�-..�»'w . 4 .• III rvi' aawrl-_ ..,�- {i DENOTES EXISTING SANITARY SEWERs. _ 'i ,r .- ., 1 .• __ • a° Ai • o n al or ;ti - `'_-?- '+ ._' Y °jh: >�- DENOTES EXISTING STORM SEWER •" I'�t ikg I •_ 6:' _ ,4. !�^ "---- - -.- - DENOTES EXISTING WATER MAIN +y�, j % • -- }(� e 1i 4 4y - E--, -•- - - -- - � p• DENOTES OVERHEAD WIRE yk z 6 r•• Zf�7 z._r~ ` - '%,,7i }r• I. --%IIC I' iiR p0G 110. 13e]EEPONT b 9 y ` y�1-3sF. • d, DENOTES UNDERGROUND ELECTRIC LINE moo§ I , 1 ..... FOOT 301.3 QOAD �/--7' a ' H0.WGaIp 7TgC•LT 7o h11Rt RLelfrr gr.... �„ ! - o o 1. , .i (a11Ee7[S7 .. PER DOC.NO./WYt DENOTES UNDERGROUND TELEPHONE LINE ��9 o f > • tWR MIKES tSPT 1 1 - .; ` - •" _. ,•- I+ DENOTES UNDERGROUND FIBER OPTIC LINE a e" tt EASTERLY OF ROW LINE �,FENCE CORNER LIES 0.5 �rJ }`• •,• r • •' '' " " ' 7):', ••' - '• f' IC • r- 2- z t, NORTHERLY OF ROW UNE-', LL- µ 1' ` ' �188.�6(O�N� ff•�o- • DENOTES BITUMINOUS SURFACE ° If FENCE coRNER LIES 11' 1.7 9I` Z• ,_'-- 1 + 1t W ' NORTHERLY OF ROW LINE• q s DENOTES CONCRETE SURFACE `a' No X weRAP'• I IPaPnra r P, 19 N y --J Is4.f .e ,S,r i1=141.1 tan Re.w.PM • •' - e. tIw aa1 n1.�,4�•' 'eoc'e'.ro.asslsu weltal/u��' Ivem.e ." .. .. .•. ., `•IL .-h DENOTES ADJACENT PARCEL OWNERINI-0814A TON •, . 4 0-f- 4 , © 1 • . i.....m 4• - - 1 11ff1 .i •u•r.s..4 (PER DAKOTA COUNTY TAX INFORMATION) (' 1 -' -_•L C�6- •-_ p _ �- 10 -- DENOTES SCHEDULE 8-11 EXCEPTION NUMBER f u (`- N ` �4 - 7 if' • •rp WL eNR tfY M 1 NB �Q�a$ 768•ofF- _ 1_SAYIH OF THE NE 1/9 POINT Mt. . - x OF SEC 2111 15 91 20 p p e Rp�'�, Q uu unp ^ T] I !,:: T T BENCHMARK GI:.IPHI(' .SCALE E. ROG & ONS I�Ine G s { jG -_„ 4 �f �� 30 0 15 30 60 12013efzftl ar.dw ,pefro. 19Ji1e0 LL1E- 520te •f , , ^ • SE na EAp i! -I :1' MNDOT NAME:HAG MN037 )�' �' = Il,19i1Professional Land Surve[InLi M(,�1Ce1aVCG♦] iT S 1O.� R",,,.,o"i..owe e43 , -,'' 11 a`E ag I § ;? GRID STATION:S 7413 `-� yOrJ fV� S •,,. N W �3x • x{ 'S °- x'ye ELEVATION:1008.344(NAVD88) 677fi Lake ❑ripe NE, Suite 110 $ I {� , _ 1= Qs� �• �3- � ( may' I arI'`x1 I.NCH = 80 FIiI.:T www.egrud.cpm,, I =_I 1 aIf 1 : ; �4s Lino Lakes, MN 55014 nq curS 515Ca1mM dr 1 1'• I____--- •.1 1 ==g y� ___L- L Tel.(651)361-8200 Fax(651)361-8701 5TT Sw3(I•p•C r .T,AAs4e't 'hal Mad IL 151e5O,lt,Oa SIM;m'ats..k1RUCscsn11oPFY111yialEriacr te171Ae c MMC 2,ELIrra.7a.11,1H 19171AS . . \....,„ ,. ,./," 'N.,.., -11F 1.1......-7: •' Ti • , .._ , , 8 a' i CI - ' / - --....„... W IW m ., . , + I}I l I BEGIN 15:1 TAPER `_ - R/W N I --• _ CONSTRUCTION CONCRETE APROACH NOSE I b STALL SALVAGED SIGN 3fOL.06,T4 S0 t IN0 J.L SALVAGED SIGN � 4'SOLID WHITE STRIP 13+65.41,1.50'R • (x}gi -- - � -- 4"SOLID WHITE STRIP GRAPHIC SCALE EH FEET Y . . �� BEGIN B418 C 8 G INSTALL SALVAGED SIGN ROW PED RAN I., B41 B END 15:1 TAPER E ' END 15:1 TAPER B'BIT,TRAIL it B 2.76.56,25 50'L 6+80 00,1340'S. .11 .6 4 BEGIN 15:1 TAPER ❑ 215�$p S 00 Q T ►� - 44�4. - - •- 11 ail: •, _ ��i1 C 8 G 11+36.71,24.00'L I %w u1 71 i it ..� ' • _ _ .:1TF�uk� J..� 13 16.71�12.00'L � E z s - _ w z u E VTM-vier W w > Diu.`.. __ _ _ r a.��.• �. _ - ,o.a„� ` n.co ..`.. iz.00 ~~ u 14.00 14s1 >�> a >�> = PEDRAMP • 2+00 3+00 4+0D w 5.00 6+00 - 9.W _ -� _v-.- - - r - _ - - I I F F -I -h - - I- I - - mac- __ - - - 'L•-`. _----- _ .. _ - u 5 V }p•p0 - - 21a00 22+00 _ -23a00 -•14�00- - - ' m2�L _ - "-"`mil 2P�� "R• - I - 33 00 - 33afi6 1STAA N41A9 ROAD • B41 B .. - BEGIN 15:1 TAPER 8 1 8 4 62 03,12 00'R �"SOLID YELLOWSTRI• END 15:1 TAPER C 8 G a CONCRETE MEDIAN NOSE (OUTFACE) ZJ € 7 $ - EB MCANDREWS RPM] 4"SOLID YELLOW DOUBLE STRIP fi+g203,1,50'R s i.. 1010 1010 LEGEND — v z " E. � J 1(l ll(1 1 OOO PROPOSED CONCRETE SIDEWALK = Q Q S p I V0L7 __ N n ,• k PROPOSED HEAVY DUTY CONCRETE PAVEMENT /-` A o 5 b 990 __ __ _- ;h-.;...:•.:: '^` 990 �--'. MATCH ROADWAY SECTION O w 4. oiliari q 980 _0 980 I___ - PROPOSED ASPHALT TRAIL CU w F d 2 2 N S S INPLACE PROFILE _ WB MCANDRF.YYfi ROAD�-- 9 7 0 E U 970 960 __ -_ _ 960 s 950 • 950 �a=a 940 - 940 6. w°y" SF. inU1O1 a, 4 enO El .0alo w3 F] F 5 5 E m §°"aw. g 0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50 s=`' N NIP ' wa B41B m N BEGIN 15:1 TAPER C&G $r- c. , J PuDTWIOYAONT 44+00.89,26 50'R (OUTFALL) ZF3 N END 1.69 TAPER - r �� 45+95.89,13.50'R CONCRETE APROACH NOSE w,o m N73 8 8 - - _ - _. --..- .- _ l7!aDA 15.5.0'R 1.. /-66 .0p 43+pp 44.00 45+00 - - - N � � . YI.a1f..... 4swo • 2 ¢n ¢� a m g9 PILOT KNOB ROAD- r i-_---- - J - 1 - - 71,4 51Im a al•pp `E I �- - I- I -I- F -1 F _ H - n o °N w �r �`EL S I I --- -- .. -- wwo 7s+0p -- 6 GRAPHIC SCALE IN FEET f o , a A so.00 n1'.I_. . -. 44.03 - 63.oa - War- ZSTGir---_I��;�7s}� I-enW- s6+a0 _ - -)- } I- 0 25 50 100 'n I t ._. 1- -`1.- I- --I--- - - +4-'SOL10 WHITE _ a g ' ...� . . - -4-. •.yi< .. .- . END B418 C AG L. - B418 - O '" y - •65.05.49.14.20'R C 8 G 7 k I o I r 4:::.:. (OUTFACE) -- _. L t E l' 1�;1 IBF'FS_ _ -L 9418 - - INSTALL SALVAGEDSIGN 'x O 61.47 17,13 89'R END 10:1 TAPER PROP C 8 G __ a u- I' 6x•7b.17.25 50'R CONCRETE APROACH NOSE f_ "'{{{IIISSS��' INSTALL SALVAGED SIGNS wW I--- 4.9230,13 93'R Q Cy + �.l !A W o f BEGIN B41 B C 8 G I D RAMP L \ GJ` r ,/�/ J • 1 _i_ 1. .r TZ l tT . ' I__ ), ñrt- ii I °'�. L. 0 oa T 990 --- 990 0.a 4 980 -- Et ---- - 980 c~n p • z z u 970 • _ INPCACE PROFILE _ - ^`~ 9 70 Z J a S SB Film.iLNOB ROAD - - D sd N a 3�i0 J`- .__ - 960 0 0 > 0 o . f 950 950 0 0 w I- w e z 0a WMO 1. 940 - 940 >- W a a a W 2-0 3 aLL a� c Z ro m n n 00 OR z 5 k ill N z ap 1. W rn rn m a, m rn T co 4a W 0 - m J JI - a Y t 39+50 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 W ' SHEET NUMBER a kl C402 W W ' m i J LEGEND o .re — ——— ~ Q � IPROPERTY LINE o o � O I -- EXISTING CONTOUR o _ �.��- ` EHSTIHOPROPEAIV LINE • —_ S25 PROPOSED CONTOUR PUCACAFA OFF SITE -----17-� _ - ® PROPOSED STORM MANHOLE(SOLID CASTING) �i IMPROVEMENTS.TO BE �� - � PROPOSED STORM MANHOLE(ROUND INLET LASTING) Q I '. COORDINATED WITH ME.@N3)I) M�q�Rs�Y-�� - _ EXIST WOODEDARRA 2 I 1•CITY AND COUNTY ■■■///......[[[''' -�_�_� S PROPOSED STORM MANHOLE/CATCH BASIN(CURB INLET CASTING) m N Z I 1 _ _ I • ® PROPOSED STORM SEWER CLENOUT U 111 - MP BYP.i] f PROPOSED FLARED ENO SECTION fn Z ;IC j � `` ~ ♦"'ITLJ• .EXIST.WOODED AREA PROPOSED flIPRAP d' . \ - - PROPOSED SWALE — 1- _ R F ° •I 062 .. �.. - �� - > PROPOSED STORM SEWER K 'ABp —�ti_ U U • - -"`- �. .. - tom_`may PROPOSED STORM SEWER ! PROPCI�.FDD VALE "- '��-'�! ' y�' \ `~1 tam PROPOSED SPOT ELEVATION 1osLL71 � � ' M"%��-'7 PROPOSED HIGH POINT ELEVATION PRIYYQ BOULDER C1O'�°Y` 111 E v I � 1 � ��� �r.� � • - �][]'J �,f.�".7 � V,y.I.,,L/F'•11 PROPD9ED6WALE I • RETAINING WALL PROPOSED LOW POINT ELEVATION ^m N I �� 7� r-� • I � �- .�-� 1I PROPOSED GUTTER ELEVATION 3i$ i„,,.,,.,:,,., ~� �(� J Al"...... T r ME.OA MATCH EXISTING ELEVATION ZY Pm iv IAA I 'mo •w) y �cm CE.I 1 �� 00% PROPOSED DRAINAGE DIRECTION I .YA °�� + • ,� A �A r j = ,..i. ►s+.:''z'ass=+'NN •11 I •I - •y MF.•rr 2i I L � fv ` I �1 ► ' -L� �I I�,i i_f (' PROPOSED STORMWATER MANAGEMENT AREA _ • 1 PROPOSED DRAINAGE SWILLE ! E, 1 ($-'], f !IL+ I WART ERBFEATMREm I I i-]�1�� �� 6F.lI SY4\ I w N. I ` ®' • LEVF,A 1 99p0 S' PROPDSPBdYWIE I TQaII' I ��` �� - �� GARAGE EVEL R tt7101(4.111.0.161 + UOI • [$:::�-� I�lI �' � LT�'3A ENTRANCE:9790 1, „ CI= z ns FF. i P��� �— `r + ':_�'� GRADING PLAN NOTES �� • � 1 I!!'!!6 ��� L =� 4F,v-� 1 ILL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, ILL'° _ �I` Si a( ) - - ,/5:1 Y. I I 6'ECIFICATIONS AND BUILDING PERMIT REQUIREMENTS y w 1 C 2 CONTRACTOR TO CALL GOPHER STATE CALL ONE@1-800-252-1166 AT LEAST TWO ` H _ .Z,r S �r3 MAIN ENTRANCE } WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS w a I`_ ��� � yA j yi M �N, �(y�%t ®. i LEVEL 1:.00 , A y] vr+ /6,A Q'TlID C 7" asp::E.:f \\ ['1' I y1V f mL �R!� ( �• -] i- Tr__i+'. ] ` -Y��' �' [ �31 3 CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING - H Y + �I ®� .. � Q.� •j� y I $% UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING THE 53 I �� ;'� wl�=. D r0 \�a �E,•; LOT 1 l CONTRACTORgHALLIMMEDATELYNOOFYTHEPROECTENGINEEROFANY n I t�j I I �� (.7 Tv} '•� A• i � V I DISCREPANCIES OR VARIATIONS m I EIY11...„...„r: '�(FIIlI �� _ ta'f/1 s°VC '�% "„ I ® w l t:ice- E _ rr.3r_:rn a � ,-}J / { B SUBGRADE EXLgVATK)N SHALL BE BACKFlLLED IMMEDIATELY AFTER EXCAVATION TO ■ 1 IFf n� m �C \ [; r'1 (a ] � � CUD. S �____] HELP OFFSET ANY STABIL YPROBLEMg DUE TO WATER SEEPAGE OR STEEP SLOPES ( ('I9i�1�]\ lrv-L:-f �• J� VMIEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT THE PROPCSCD R10y[T TURN LANE �' ?.• `l R rn�.'-'i y EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING TOWN HOUSE / H S P ®fir ! • - I, +� PAVEMENT LEVEL 1:9]50 �4 � . •r . FEU61I OLAIB 0'a LEVEL B:9650 • NO DU R-i i I 5 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL TOWN HOUSE "W 1rYI.t ;qgg LEVELI 9]BO SWALE fT1`✓al -� T--�) � 7T0 I I Q CONTRACTORSHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM -7 �-�i �� LEVELS 9seoif) rRp+f, 1`� ♦ I SEMSN,11KWuf;HT$ I' TOWN HOUSE ? �.,.T -• GA / I •♦ ;�i I 7 GRADES SHOWN ARE FINISHED GRADES CONTRACTOR SHALL ROUGH GRADE TO I • e LEVEL HOUSE I •"•7 (T..'�') gUBGRAOE ELEVATION AND LEAVE READY FOR SUBBASE 1• LEVEL B:MBA ` q 'iV • J I Or. EXIST WOODED AREA I 5•!� e z J J� � ��\\ � Fn (� B ALL EXCESS MATERIAL.BRUMINOUg SURFACING,CONCRETE ITEMS,ANY ABANDONED E [�_�'-"3 �"77 TOWN HOUSE ('-`T-[•� ' .R.( 'YT,�. .r7 ZVmT:Iti) UTILITY ITEMS-AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF d 4 ` LEVEL 1:9B25 % (3:31� - TOO IXI(11 1 1pi7.+(� • THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE m- ' lie. LEVEL B:9]25 •- y R26 ' BMp p12 Aeaf. 1. 9 REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN,WATER MAIN SERVICE E O � ,A!' �T f�` • r3-L;�,y, a p� PRETREATMENT BASIN , :il+Ib E 1 LAYOUT AND ELEVATIONS AND CASTING/STRUCTURE NOTATION 4 y rAd. ♦ SEE SHEETS C501 AND m ° • 1. �- � • \ E+'� C503 FOR DETAILS 10 CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND rn r i'i a �� TI '� RN ••-; A OUTLOTA V TOWNHOUSE \ '. I _H���nry E ILITTE,E.REINITTAISMOOT.T.H ImOuRISFLO,P0ES,TO PROVIDE PO6ITNE OPAINAGE O ] LEVEL 1:9935r NR PROPOSEDN 'llF' f I ^,p �y/ RETAINING WALL 11 TALLAMUMOF ASAGGREGH BASE UNDER CURB AND GUTTER ANO O 1J LEVEL B:9]35 � 'w" . NCRETEEWALKS N ' `I I •V • PROPOSED 'N MI ` ;7 �7 , � 3 I ` ��1/ I RETAINING WALL 12 ON COMION OF VAN AND FILLING,CONTRACTOR SHALL RESTORE ALL !■ a ^� ` 1 I REETS AISTURBREON SITE ALL DISTURBED AREAS SHALL BE ), 1s 1 E 17 "� S ,�. - EJ■ A TOPSOIL 1 !D. � LEOWN HOUSEO � � I �.dT ly4 `I■ 13 ALL SPOT ELEVATIONS/CONTOURS ARE TU GUTTER/FLOW LINE UNLESS OTHERWISE p/ 1•. LEVELS 9740 1 1 ��.C, 7 NOTED Z • 1 ' •II ,.,� e� Y' vY� �' \ T1 �� •�TF-_�i ;� � 14 GRADING FOR ALLSIDEWI1l1CSAW ACCESSIBLE ROUTES INCLUDING CROSSING Q = I I 'i"I y) • 0` .� T�� 11� I R'7tT1 �'� DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS IN NO r1CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL IN NO OJ- I • # TOWN HOUSE i ;{ MAHD ENAN E ACCE53If��. j } CASE SHALLSIDEWALK CROSS SLOPES EXCEE02% IN NO CAGE SHALL LONGITUDINAL o ` { I ;;;///Y s, LE/'=L1:9B45 I' �jjL'- �''Y"� AISLES EXSLOPES EXCEEDS%INNO LL DI ECTIONS SIDEBLE PARKING STALLS OR Z r01 If ` 2 q LEVY--B 9]45J ' $STom.,A.;.� diTR AISLES EXCEED 2%(15%TARGET)IN ALL DIRECTIONS SIDEWALK ACCESS TO EXTERNAL Y y. p+ 1�• ® BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT CONTRACTOR SHALL NOTIFY Q F. I d Rs % ZGIi:I7X7 DO y:5A �} � ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO d, _ t 'l v r ''.,A ,,, EXISTING PROPERTY LINE PAVING NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A D A COMPLIANCE o n `.. - / / �, -� ..1p '.'C,• ® � 1 ISSUES i Yf i • (OJ I p46 i^ .v` d 'y i y .. . 15 MAINTAIN A MINIMUM OF O 5%GUTTER SLOPE TOWARDS LOW POINTS a I K k ; I 16 MAINTAIN A MINIMUM OF 125%SLOPE IN BITUMINOUS PAVEMENT AREAS.05%SLOPE IN • ' CONCRETE PAVEMENTARFAS I `9 ��Y -':'�f' •H0 1f 17 CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"INFALL CURB" f e A�nrf . N MAVITPNAM'E AGOf.ffi .i R• w� ` WHERE PAVEMENT DRAINS TOWARD GUTTER.AND'OUTFALL'CURB WHERE PAVEMENT d 7� T ) - -�•9�' J•�• I �® =f MXS 717 �� �� ' Fi-�'7f•~'Y' t DRAINS AWAY FROM GUTTER 5 $ `Rif 34 1` '• • t:,S7.-A �JJJ.f F 1, a I ^r.,,aR B� _. ..V. +lJ1 ���9 ��— r 'E�.1 _Y S is �Atr� ,L9,' }„�` •.. '„._... •,I _� .. — Z 0 {- I; _ -- 1 • 2�r, tx ��, _ . PROPERTY SUMMARY _ _ r - 665 ^I i BTA rN 4', �i� - - 0 Tn E • • � � waNr�NAnts Auesd av % • �I + a ( APPLEWOOD POINTE OF APPLE VALLEY 01 `' �a Rv. �r is ase 17p • ArJ _�. I. •_ ��tsL� — Q__.��irr#' 1= I �ADfy/ Ta E U _. - Z' •��— ■��' - �� �A6 ti ••+i�l�' (PROPERTY AREA(EXCLUDING RIGHT-OF-WAY) 374,61E SF(B 60 AC) LL t �iu�_ ■ PROPOSED RIGHT R 6 ~ � - ----_ � �'> 7 - WWI (EXISTING PERVIOUS AREAEA 2 ,351 B � _ �1, 1� � Y �Q� 5 SF OS AC) . —_ 3$ 1 WI - ____________________� �_----_ _..r POSED IMPERVIOUS AREA 40263 22 AC , DUSTING 34935 SF IB 02 AC) Z PRO 1 SF 13 ) 0 C t ,O $ } _, _ ^PROPOSED PERVIOUS AREA 234,353 SF(53BAC) 0 BMPp2 WET POND. _tlYl'fI 4 MIETfiEATM1ifIR Qr151H • -o — 6i E SHEETS p61 AND a025OR DEMUR — —' • TOTAL DI CIJR00DARFAIE]ICLUD�'PILOT KNOB DO SEE SHEETS C501 AND C502 FOR DETAILS ,AIL +� Kr.) ANOYCAMDREWE IWRONEMEANt 1 4072B6 SF(035 AC) O 3 H r q 1TI • EXISTING CURVE NUMBER(CAI)VALUE 72 , RQAD IL -PROPOSED OFF SITE PROPOSED CURVE NUMBER VALUE E ]9 I IMPROVEMENTS;TO BE i O COORDINATED WITH W 'N" I N. • CITYANO COUNTY .. Z c o, { - ' N..OPTrI } • t C RRR Z(5 GRAPHIC SCALE IN FEET — 0 g 0 20 40 80 U I - SHEET NUMBER _ A.:: W C500 Y � ,___, I ,--_,•`- -• - ,-• .. LEGEND o 0. • f —__� • PROPERTY LINE `�O .� p -- y 0 PROPOSEDSTORM MANHOLE(SOLID CASTING) - r--_.�_'�'�+�. ! r EXISTING PROPERTY LINE • _�I .l` �y( =�_` • PROPOSED STORM MANHOLE(ROUND INLET CASTING) r i I ':`}� �'` ^ c __ '- _ -- - PROPOSED STORM MANHOLE/CATCH BASIN(CURB INLET CASTING) r y` ^ L - EXIST WOODED AREA - -- a •• ' •I' )1-1'wt__I ''' 14-} • ^_--= ,- y - _ IRLM-517 ® PROPOSED STORM SEWER CLENIXR F • "---. CBMH 4B"DIA(CIR) I PROPOSED FLARED END SECTIONLIT,' t J -I L ~- • -SWgLE SECTION _ RE 987 CBMH4" 1:10W G N 1 �0.q LEE SHEET =Y oft ' 1E97645W PROPOSED RIPRAP O f -C503 FOR DETAILS - IE:9]6455E yam'--�•--- _ _- - - _ ..- - > J J PROPOSED SWALE v1 y]n qa Reg _ EXIST WOODED AREAFU U • • Z - _ ti PROPOSED STORM SEWER _ 1 _ - — - I PROPOSED WATERMNN R I♦ PROPOSED SANITARY SEWER • id ces"MD I ��� _ PROPOSED PRrtO STORMWATER MANAGEMENT PLAN NOTES IE:96140S I . I AMENITY WATER I I J�I l • _ •I �� ` _ - 1 FEATURE - 1 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF APPLE VALLEY, N - I �[� '10 LF-12.POPE I • 1, -.--• SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS 2 I '+ • r I 2 G)RIONG A TO CALL GOPHER ATION CALL ONE ION FOR2-11LBYTLEASTTWO PROPOSEDOEF&rC 1I _ �>I 1 •2p/�/ �I • _ v 1 WORKING DAYS PRIOR TO EXCAVATKMI/CON6TRUC�TION FOR UTILITY LOCATIONS -,IMPROVEMENTl;TORE ` I -1 I STRM (IMA •M ` VVV ROOF DRAIN :CBMH 4B"DIA �� • •COORDINATED WITH I-" I 57RMa0] (CIR) -- - _ 3 STORM SEWER PIPE SHALL BE AS FOLLOWS EE CITY ANDC-0LllilY' CB 2d"%3fi" IE:9]0 2B N RE:BB2 BS #7 LF-15"HOPE - - RCP PER ASTM C-]8 52 I 11E get!] 1E:978 08S @I)50% A 4 f - L IE96210N IE 97790E '� ._ _ HI14PE.rOR OE�',ATER ITN p¢iM F�7X5 !S I I 120 LF-15"HOPE �' C I fE 9V7 pp5 -- -- \ _ SENIOR HOUSING V -�L�•7p•N(VE� PVC SCH dO PER ASTM D-303d CI z g •'..L �SWK TRENCH DRAIN i111HQpF • _ BUILDING \ , �'' "-@0__�°� STORM SEWEfl FITTINGS SHALL BE AS FOLLOWS: ' I SIMI•T92 I I•- I `w �■@@,,, • - TRENCH GRAIN 'TgJ.10C LEVEL 't ' RCP PER ASTM C-76,JOINTS PER ASTM C-361,C-99Q AND C-043 I, S LRE 96835 w�e b� RE 9]B 55 ROOF DRAIN-- ' LEVEL B:9]90 B6 LF-154DPE L ETIFl6�le 1 HOPE PER ASTM 3212 a_ IE:9]]505 IE 9B3005 @O50% E I IE:961 00 N 4LLLL4 i CBMH 4B"DIA(CIR) PVC PER ASTM D3041,JOINTS PER ASTM p-3212 U m U v I rt9W W9 •�' - �. �>_ �� —• L 21 LF-1T MOPE r{ �� 1. E9]5]]0W 0 CONTRACTOR TO FIELD VERIFY THE LOCATORS AND ELEVATIONS OR EXISTING G Q ,� Lr I rN �• �� `VI ' @379% - I �-IE 9]5605 UTILITIES ANDTOPOGRAPHK:FEATURES PRIOR TO THE START OF SITE GRADING THE 1 •��`.-$., CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY < r ' I II I (! _ �• \_ _ � �_� STi9,ldy1 ��-24'HDPE I DISCREPANCIES OR VARIATIONS Z W O w I I I I1 i 'ROOF DRAIN 1 @040% • 1 �a-'.. IESNOD HE I 5 SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO m x • f 11.4 T�J 3C lF•12 HIJPE 1 YIIM�S7 - HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES >> x 3 1 eYIF-30"RfP f �I F 1yUiPE� 26LF-1TNDPE V. Wlgp% • y{{F•tY'HWE d STMH09"DIA WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT.THE W @1.90% +1` I g5'o0X �� AFZ]1'. @4(q% - DIA) 41 v' I ge:9ee 6g EXCAVATION SHALL BEBACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING 11LLLLLLL�I111R - m a 1� SFRM351 CBMH 4B"DIA f I 5T4� �C� ' UM-606 1. roc 4B"DIA 1 GTTW�Bi #4‘#). RE MO.1i I• 1E 985W5 PAVEMENT 1 I 11....4 �5 15 XINR41 .,......_LBMN H`[ly(CpIJ � RE 9]95] • CBMH dB'Olq IE 98201NW 1 Ill 6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL 1 I } .. • 1.9DVOj IE:975205W 'j SAFFLE% CBMH4BAFFLE W/3'SUMP IE 9B22254Y I © w IE 91551 NE \ ,606 ` .1E979 Mk P_ RE 9B530 k91}912 1 ] CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM M • 1 IE i16 M BE • • IE:979 63 N -I IeBMFRAI ,pal IE i)9'e 8E DUMP IA B ALL EXCESS MATERIAL BITUMINOUS SURFACING.CONCRETE ITEMS,ANY ABANDONED TOWNHOUSE ", \1 (CIR) UTILITY DENS,ARDOTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF RE 1 t y E:9]5 30 N OWN 9]50 4 ALF 1T'HOPE THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTR UCTION SITE 5 I I i� LEVEL S 9650 ✓� 4TA 4 Q40L% I _ I I TpYf)THOlSE `� &;(p,}JOL f I. IE:9]5205 • 1.E1!P.LI0759 • �-- 11EHffi - 9 REFER TO THE UTILITY PLAN FOR SANITARY SEWER MNN,WATER MAIN SERVICE I 1 LEVEL B:9GB0 BMP#12 LAVOIIT ANO ELEVATIONS ANO C0.5TNGl STRUCTURE NOTATK)N c ]2"DIAM SAFSTBRp�F'FLE I I d TOWN HOUSE ~ �- PRETRE4TMENT BASIN I I OPF&1TE 6TCRIAUYTPJT BYPASS O w Y LEVEL 1:9B00 � - BOTTOM:9]250 I ��" I• 10 UPON COMPLETION OF EXCAVATIONAID ALLG,CONTRACTRES SHALL SE ALL mzA n 6'SUMP 64 5 1 LEVEL B 970011,4". �. N \ Jt� NWL:9]55 ��•: STREETS ARO WITHAED/MUM OF SITE ALL DISTURBED AREAS SHALL BE n 1 lir- 111AV-FS MAP! 100-YR HWL:976 59 flE VEGETATED WTHA WNIMUM OF 4'OFTOPSOIL Om mE `' IE 9539]NHOR "' \_....,..1111. SEE SECTION C-C ON IN'� EXIST NOODE0 AREA 1 m¢10 z Lp E IE:953 B]SE • - �O-QX CBMH dB"DIA\., SHEETC503 FOR DETAILS-- .� 11 CONTRACTOR TO PROVIDE 3'INSULATOR BY5'WI DE CENTERED ON STORM PIPE IF [[[[[[ OTOWNHOUSE - 3Ntt47R.M1� •� LEVEL 1:982 5 RC. 0.43 `` �' LESS THAN 4'OFCOVER IN PAVEMENT AREAS qN0 LESS THAN 3'OF COVER INNxSTMH 69"DIA �� IE 9]4107gf � blM1,TlS LANDSCAPE AREAS ¢aw 3f.i j 111' o N t��`F _ LEVELB'4r7i FSRE9620] ��111 CF•NJ'NOPE - --_ � IE'9]3115W }� FE512" O umi IE:95633N 'R6A �'• pSpIDY 1�1)ra176E L RE.0,63 • A 1 (C LF-24•HOPE 12 ROOF DRAIN INVERT EROTHECONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 98300 OR 20H.X S o CV i _ 1E95420W✓ � ,� STNR6,165 • L 36LA•Ar MOPE IE-7r17e S'}a @040% LOWER UNLESS NOTEOOTHERWISE REFERENCE MEP PLANS FOR ROOF DRAIN r CONNECTION E O f O u• I N C IE:954 105 =) -.. [i•' "Y71 II STRA A91 o J a I {1{ `Fb"" OUTLOT A� @2 W% y1• al FE CBMH 4B"DIA 3 •I V 11 ./ EAAOO woo.. TOWNHOUSE {1RM.5W LWR FE512" N. - v ffff �r '_ - �� *'' g I 169fe 50 SE SAFLE BAFFLE Wl 3'SUMP NS If•12'HDPE 17 MALL ANHOLE CONNECTIONS CONNECTIONS SHALL BE GpSKETED AND WATER TIGHT INCLUDING CV a m { I fTR3Up1 '-,� -- - `•X ,- LEVEL 1:9035 CAM/K"iKR y 4py.Il nuvE RE 9B4 fi5 •152X MANHOLE CONNECTIONS iw,y _ LEVELB�t] 110 RH \\\ ¢ n RECONSTRUCT E%STRM MH '�a `t ] + .a IE9T361- ��� ®400% IE:9]]9]E 14 ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT FF�. CONNECT TO EXIST 18"STORM I I ` I '— \ V -- r�r� N V 'IE9]]34NW OI ; RECONSTRUCT EXIST MH I NYE‘.,�•` 18 • IE 95s OBS • t • \ 50 LF-12'IlOPE •ATLIM-46! PLUMBING CODE W V lli V ROOF GRAIN II I SSRM�BS rr W IE:954 42 E �'r IE:901 00 W II CBMH 4fi'DIA(CIR) V n Q STR►i I I . TOWN H 9B4 0 150 LF_@'IyIPI: 5 RE9B]90 WET POND NOTES EL CB 24"%36" n , \kr A. LEVEL B:%A9 QOeO% IE 9]459N H ry „ RE 95919 3', • � HLF•LTIIDFF IE:9]44454cQQ mLL' _ 1 IEB5519N - �. t + ill! ���� �l ! CONTRACTOR TO PROVIDE 2)DOUBLE RING INFILTROMETER TESTS WITHIN THE •vEC I I1 'y VEGETATED BUFFENINFlLTRATION EXCAVATION gREA PRIOR TO CONSTRUCTION OFE- iiii Wm 116E LF]P RGv ' 4 • 1 1 �- -•Sfg48p3 • - -•LF-N'HDPETHE WET POND THE COI4TRgCTOR SHALL PgOVIOE THE RESULTS TO THE ENGINEER u AI TOWNHOUSE •/ QCSI@0FOR REVIEW ARDAPPROVAL PRKR TOINSTALLATION OFTHE UNOERGROUNO SYSTEM 1n 'N" a 10514 _ I 47 � i. . LEVEL 1:984 5NAVITFHAHCE ACCESS RE:9]]60 • E.` ` 6TMl•15'1 LEVELS 9745 `fIE 9]30pN fat 2 CONTgAC1pR5HALL OVER-EXGIVATE pNV ENCOUNTEREDCIAY AS NECESSARYTO a' III �I Ir FB51{" 9y I LTRM591 IE y6]oo SW NATIVE SILTY SANDY SOILS EXCAVATION SHALL BE REPLACED WITH SUITABLE u l I 1E 97AOOSW �A ' �2 .10CI C�11 N'DY.LCIR.I ENGINEERED FILL MEETING THE MNDOT SPECIFICATION FOR COARSE FILTER- ■ • 4,. • RE ,. , I EXISTINGPROPEgIVONE ADDBE4vaEPERbEOT10N3149.2HDEPDMI]FCLATEXTtECTEpTOVARY, te I/ �, 0 -s % BH ` ,rr �'1/4 1E 02734! CONTRACTOR 5F1141I,yERIFY DEPTHS OF EI(WYATgNAfIppERFORM INFILTROMETERr Aly B- IE 07Lj NTESTS PRIORTOINSTALLINGUNDEgGRWNOSYSTEMla �JSTRM-lel 'LIr FE9700]C JVIf-2A.NOPE3 IF NATIVE SUBGRADE SOILS BELOW CLOY ARE DETERMINED TO NOT BE CONDUCIVE TO `I V' RE 9E75 I \ @503% IA, 'n' 7C IF•]e'I[[N•E - IF bT31p bY! THE DESIGN INFILTRATION REQUIREMENTS, r WFAF LTr LF-aNAP[ - f�/ di GAO% mg L IE SC RAN E .1! I - +� •DINX 4PLF'1�1 01 I %, �� `� ®9 4p%1'11DPE ' )11 lit Sii11I.60T SOILS THE CONTRACTOR SHALL REMOVE NATIVE y - • i III •i► REPLACE THE POORLY INFILTRATING SOILS TO A DEPTH WHERE THE EXISTING NATIVE C , 1E9400VW 'r ` �, I -I IE 974E dA(CIR) THE EN OE SOIISMEETOR EXCEED THE DESIGN INFILTRATION RATE AS REVIEWED BY1ppRTTtrUiFCCE AccEss 1� ' Z p4 J�� THE ENGINEERN STRiF ' + PROPOSED BMP, / 2p ❑� IE 9]410 N a YS , 111 SPILLWAY / `J IE97400W • I 1 B�y�W11111'..--a r •Y! '� 4 UPON COMPLETION OF THE STORMWATER BMP NI AND FINAL STABILIZATION OF THE5ti EL 9]550 ^+� AREA.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION G Q H N:1K19111 1A G ` _ '� b1RM7e1 TRIBUTARY,AFTER AAR G V .. LEA513AS aQ, 53' 'wl~ p `L / _ THAT MAP IN,AFTER ASIGNIFICIWTflNN EVENT,DAAWS DOWN WITHIN 48 HOURS T]N 2161,F•A4'ACp _ Y� STNIAT91 �� �'0 I / STMH dB'OIA. • �' _ 5 NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE VEGETATED BUFFER/ co .� ]1 CF-XT RCP • •,s," • ow'woo.- &iNd= -—on- G- EMI •t ---..- •- - RE IMB 15 INFILTRATION AREA USE EXCAVATOR WITH TOOTHED BUCKET FOR INFILTRATION BASIN Z m -- @16GX y, _ � RC.SEBIHJ • 4._ :� ... I�e➢by1T EXCAVATION TO AVOID COMP `_ - rF SiRM-100 •��Tl - Mi>;II,IiGE ACCESS'- � � yi�17 g•� �� Sew •f 5 llvii IT NAPE l• 6 FINALEXCgVAHON OF VEGETq�TED BUFFERIINFlLNG OR NRATION ggEA gNOINSTALLATION OF G OF SOILS O O W CONNECT TO EXIST. 101))4„ LICEOF ]0 � H yew FE51B" RS7r b1dHl . - OI=ENGINEERED SOIL MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING 9y3 I� 36"STORM SEWER W/60" _ f -- �� ff9)2,gpw IEgTJ pp q( 'SpRAL•ypy fl //� 5 t �- C6 Tr DIA _ AND COMPACTOR OD NOT YWRKIN INFILTRATION AREA IF SOIL CONDITIONS ARE WET V v+ G y OOOkOUSE AIATIIIOL81 . _ 15804% VC . 4��5 -.•.�R R[9eESi • - 7 IF ANY MILS ENTER YEOETAIiOWFFER PRIOR TO FlNALSTT00NCLTg11.THE D q[¢5e.e1• �_ - �9BAX_ • �1r®���•- il1ilik.. ■ i �r ' :-. �_ fy N IE Sl0404N� J► 1♦ 1f��rJ - �! EY751MW CATNES.TOR SHALL REMOVE 13ANDCONFlRM THE TESTS ATONGWC ITY OF THE LA- C Io IE 941368E.��— ®> t_��®��-®_-�� 1 rt�' NATIVE SUBGRADE SOILS IS MET WITNINFILTROMETEfl TESTS Q _ I':9506]SE 7.....r. ����' � - 1 ,A Z E 490[4N _ _ �— B CONTRACTOR SHALL COORDINATE AND COMPLETE CERTIFIED AS-BUILT PLANS £. 2 2 I ~IQZI•F•W HINN- --BMP Y1 -_~�r �� 11��•KI DEMONSTRATING ALL CONSTRUCTED STORMWATER CONVEYANCE STRUCTURES,AND Z O C 3fi lF-2A-AC3 - - -— BM lI . . .... @190% O (Cl4% @090% WET POND • _- PRETREATMENT BASIN 5Ti(51•03 STOIIMWATER PEA0l0AS ANTP ROVETIES(INCLUDING AS-BUILT VOLUMES)CONFORM TO O 1 I �� BOTTOM:9420 FIRF71Q7 STRM m! 87i1M 70i BOTTOM:9]10 DEMON AMOR PANS AS APPROVED BY THE CITY. (' LIJ a v _NWL:9490 C62{•k9y-------ATlgl pp•DIA OAS IIYLI'YIAD • RE.983156 � v L 8 w d�waae Er WATER QUALITY IE 9508 RE 96342 RE 9]533 RE 9]600 00.VR MWL 9]4 fi45EE E9 TO]6 E • Z Ili ,v,100-YR HWL:95504 IE:95942N IE NE IE • SECTION B-B 1E 971300 NE 0 STMH 40"DIA LLw RE 9563] WATER QUALITY VOLUME: I . IE 958 00 NE LEITTPL051Y TIE 963465 • O — J O W 0,906 CF a IE:951 46 E - IE 953 B0 W IE 966]5 W d $ TIE 95136 NW SEE SECTION A-A MtF-24'HDPE J g �� S 1 33% a Q LL G M • COD-E 04 PROPOSED OFF SITE • 0 Q / G W Ay m _ 1 \ 250 LF-24'RCP _-CI174•%N- IMPROVEMENTS;To BE W r Y. 2 - __ •1 __ - ��/ - H4r]Stk CITY AND COUNTY - I 0 J LLI Y @190k RE'9Tr.Ifi COORDINATED WITH • O W a - a g r.. } a a Ay DOYI 3 -- - • - C/ W a la_J 9 NORTH LL a W I Z a W 2 Q 0. a U1 OGR C SCALE 20 IN FEET 0 J a w I-I-I SHE E- i a C501 1 1 PA m I N 1LEGEND 0 If OpMfMEAMO ^ _ �-- _ _ EXISTING FICIFOS D o WQ I V,, U/TILITYEASEMLIFT 'Q' N m ; - yam GATE VALVE a N ❑ I --..• HYDRANT o o L-I/- PROPOSED �� .ti ti ._ — 1 , REDUCER • FIRE HYDRANT r• _ F=1 TEE EXTEND WATER TO LIMITS OF �� �� �� —�- 0 SANITARY SEWER MANHOLE y DISTURBANCE PROVED PLUG _ El "I B-GATEVALVE • ��, 4 --- [ r r '1 z r SANITARY CLEANOUT ' �i WATERMAIN N § Z m '�' .,. �� SANITARY SEWER Z N ° -,;./ --------; , STORM SEWER W U_ W > ° RROTEGT F235•ING •• SGRAl1/AOEAI10 STORM SEWER rt 0_ 3 STORM SEWER ' E--9 ` LOUSY EAlEyENT '- fe' 1 1 1 �� 1 I ELC UNDERGROUND ELECTRIC U U To } I ILi ai } % GAS GAS MA NNE } I �• - SANITARY SEWER SCHEDULE STORM SEWER RE 96969STRUCTURE STRUCTURE/ RIM/GRATE ,�, PBDSTORM SE ER I 55ry4i.105 / •1NQ CASTING TYPE ELEVATIONINVERT INVERT m `4 zIE:959]4E19]LF-B-RVC ELEVATION ELEVATION 1E9CA 64 W_ SENIOR HOUSINGii LIIIIL- 235% 1RAHSFOA4�IL PAD COORDINATE BUILDING �� INVOUT Nil, I- EIM.�� LEVEL 1:9900 SSiNI-100 CONNECT TO E%)STING STUB 94555 N94492 1rSYlp.1w WITH UTILITY PROVIDER ANDMEP LEVELS 9]90 I L I IE 957 BMH CE PE/I[!:IrZ;P 98 LF-B"PVC 7)...'.. / iTh SSYAi-101 NEENAH R-1670f. 9fi410 J 9 94494 O I RgSi.f,48 a I rl�' ' 1 RN iv I� `■■ EP SM111.wE I MH I 1 l u�i k. SELL)] Ap 9�� ■ . M RE 9699 SW • I 1 SSWR-102 NEENAH R-167pA 95641 N 945 90 E 945]0 N } I.4 / s�� ��th>r,/ IE 9811i 6( ■■■ S9Yg1•WE + (.19 ' SSVYIF103 MH 96242 N 951 63 595173 = Q I. 2 } 41 /I y 9R LE LW 4l E� • p1 LF-E• rem toNip l r ES WATER SERVICE NEENAH R-16TOA N 1F• m U A X13 TEE �✓•'•'� �71 +E 9B]]iW �: IE 96a30 nE ��� 6"FIRE WATER SERVICE • c SSWR-104 MH 968 17 E95]B6 595793 Z cn I 5'WiE VALVE ✓� ® �'�� / '\1 IE1bB 2a W a`� NEENAH R-1670-A ^ < 8 a O AI 4 11 } I I•[SV�•a::•} ;itinir a.,�.. �A7Q .�'~ fp_(g5_�ap,I_T' \ ? LOT MH ^ \. 1l NEENAH R-1670A tt w } 1�JJ �� -'•`■ �_' 4a'9l k0 SSWR-105 9fi969 E95619 W959 fi0 _ •91�r Q "� I SSWR-106 MH 97969 SE 9fi34] W99337 O 3 20' D7NAGEAND y■ill O �/S-Q \ PROPOSED AS•SRO 1r{ • v NEENAH R-16]OA E 963 4] CU w +•t�� FIRE HYDRANT 3•CIJRB STOP .F� 3 m IilµD1'IALEMkNT III (GATE YHYE ANOb� SSWR-107 MH 99243 NW 66912 I�IIIAR y`sue TOWN HOUSE NEENAH R-1fi70A I I I I LEVEL B 50 �,�.�r.I ` f WTE VAVE S1[ST{£ ._ , 1 I LEVELB 96s0 exa iE! `� n f3]YIGY'fi 9"GgTE VALVE 90°BEND •� SSWR-199 CLEANOUT 9B919 NE 969 30 W 969 20 PROTECT EXISTING TOWNHOUSE10... dn •-•`S '6 B%STIFF Jr 3 FRANCHISE UTILITIES • LEVEL I:9790 V \�[=:,; \ 1� A SSWR-109 BLDG SERVICE SW 96920 I I I I LEVEL B:96B 0 I / S. . /r SS WR.200 BLDG SERVICE PROTECT EXISTING • TOWNHOUSE y1r�-�� y\`y I'1 55WR.201 BLDG SERVICE L�J 43 STORM SEWER LEVELI 9B0D ., � `NO LP_kr PVC 111 WOLF•f PVC LEVEL B:9]0.0 •'% @23S% Cr., SSWR Z02 BLDG SERVICE LE @325% fVATERVA91. \ \ A I TOWNHOUSE `l,•=`/ Niii CURS STOP \ .s• 14 SSYJIi-2113 BLDG SERVICE 1 r� ►_ LEVEL 1 9925 aV•••*Ii... �P) ti \ I/ ASSWR-Z04BLDG SERVICE E +���.� - LEVELB 9725SSWR-205 BLDG SERVICE pa5w Q SB ACCESS,DRAINA ... GE .�s(� SSWR-20fi BLDG SERVICE i o •E • L_LI w wl ` • 1 OUTLOTA TOWNHOUSE • Q' Q�I \� / AND UTILITY EASEMENT N auN ri i %leLEVEL I'9835 '0' ` // }}� w3 PA ° CO I 4 • ` EEVEL B 9T15 `•,[` �T EiWR.Mi • O a w w w w _V RE:9B243 • V E Z : ONO li we i r ��o�r s a Y foRAVUCE MO - ��wyT.-1' •` � 1 i P UT0 3 CI Ky F I UTILITY EASEMENT \ c�},U 1:11 • >l5 f a w i C ` 1.7 I0 / i5•;g40/ USEM V,•� \ �'.� ' �v�i�wf 8'WATERMAIN F.s:•,:r..I { N 1 I \\\ �� 1 • r I..I I,,.?, O J w 3 fy 1 I } •, \ LEVEL 11:09845 D 0 ••_' rf 'I w Oo y Ca i' ' Z325% PVC ` LEVEL B:9745 ;{S.BE NOII n Q 1 6 m O 1 I I \ /;. PROPOSED FIRE HYDRANT ¢'4-' O c m Zq ¢ I I I - -, \ RGATE VALVE 1 5= o J 3 1 II nr •i• • ex 0TEE I }Y o u TYR +� I _ i `��. r.i 131A,,110,.. r KEYNOTE LEGEND Z • U g A ` �� , �q �/ _ - I 20'DRAINAGE AND I O COORDINATE WITH MEP PLANS Q ksWR-1111 / yam, ANC I 55VA1.101 � l• AY BEND E UTILITY EASEMENT • __ I J )- • R E:96414 O TELECOMMUNICATION SERVICE 19 LE N.53001 a UTTUJIYEEN>__WALH.rP C I 9404VV IFS STILE 1@ 0413% --1E94999S _� I -----J L- �• ,---� Jam I +'• Ir I C POWER SERVICE I' y LI a -- - __ __ _ -41'YfATEJiMArI • _- O CI' — — Q • ' .� L ELF-B"PVC Q CONVECT POWER IC,C106TING POWER POLE 6'GATE VALVE D Q fWIS VµVE •g040% r ACCESS AHD O AND SER1A)ICE(PER CITY DETAIL SER-1 ■■ PROTECT EXISTING• VIILR-T EASEMlIB "Cr ._ QJ-' � � •' _ '. "" "" FAR19CnLSE INA{IIEE• UTILITY CROSSING CONTRACTOR TO O PROTECT EXISTING ,. _ _ } _ _ III .0 ..;•�_� - - - _ _ O ENSUREAMINIMUM VERTICAL OI "� STORM SEWER • �' ( I _ L,� SEPARATION OF 1f BETWEEN UTILITIES PAODTECTUGT .RCHIYxW4TT _ ••;-11^ L NN LaiLFFIES COECT TO EXISTING 16-WATER MAIN ----- ..- -•---------•- - .`'�� C.)WITH BUTTER FLY VALVE AND TEE FARITIHG 13 CONTRACTOR TO ENSURE A __ W1fTRMCTOR TOCOOR-0WATE'WRII 1 PROTECT EXISTING CONTRACTOR TO VERIFY 612E AND DEPTH WATER MAIN MINIMUM VERTICAL SEPARATION MCAN DREWS ROAD I FRANCHISE UTILITY PROVIDER �- J N I 5TL1R195EIATR CONTRACTOR TO COORDINATE WITH OF 1B'BETWEEN UTILITIES TYP CONNECT TO EXISTING 16"WATER MAIN MERE PROPOSED STORM Ce a s - FRANCHISE UTILITY PROVIDER WHERE WITH BUTTERFLY VALVE AND TEE COIIFUCBS VAINE%ISIHU U 1n111ES O. r PROPOSED WATER CONFLICTS WITH CONTRACTOR TO VERIFY SIZE AND DEPTH �Il-^ ZA Q 1EXISTING UTILITIES VJ UTILITY PLAN NOTES 0 W ,a , U ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED ARIAS,MIN WAI E R DONT LOS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL U BEFORE INSTALLATAx1 OF PRpppSEDUDEITES 6 ALL UTILITIES SHOULD BE KEPT TEN(1D)APART(PARALLEL)OR EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED N O J p y WHEN CROSSING IB-VERTICAL CLEARANCE(OUTSIDE EDGE OF 11 ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 IMPROVEMENTS SHOWN ON THE PLANS LL N C 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE) DAY COMPRESSION STRENGTH AT 3000 P S I 0 w J ce LU 0/ FL B'PVC SDR35 PER ASTM 0-3034,FOR PIPES LESS THAN 12' 16 CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY 1- 1i d DEEP 7 CONTRACTOR SHALL MAINTAINS MINIMUM OF B COVER ON ALL 12 EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES L Q ` au- F g B'PVC SOR26 PER ASTM 0.3034,FOR PIPES MORE THAN IY WATERLINES INSTALLATION OF ANY NEW LINES AND/OR UTILITY SERVICE COMPANIES 1_ / N DI n DEEP 0 0 W Wa' I— W N - B'PVC SCHEDULE 40 PER ASTM❑-3034 9 IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER 13 REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL 17 CONTRACTOR SHALL COORDINATE WITH ALL UTILITY 'E DUCTILE IRON PIPE PER AWWA C151 LINES.SANITARY LINES,STORM LINES AND GAS LINES.OR ANY UTILITIES COMPANIES FOR INSTALLATION REQUIREMENTS AND Z O I Qa �J a OBSTRUCTION(EXISTING AND PROPOSED),THE SANITARY LINE ^ LUDO O. SPECIFICATIONS I Ia' O $ 7. WATER LID LA SHALL. CE AC-FOLLOWS: 10S FEE BE N HEITHER 40 ORS CE O THE MECHANICALERLI JOINTS AT LEAST 14 CONTRACTORTIO IS OF THE CITY FOR COMPLYINGVALLEY AND/OR THE W 1 } a` t C'ASS 2OD UND,PVCUNT PERDS,ODER C FEET G TITH ERSIDEINE SHHE CLL HAV LIEFHA ICE SF MN WIAHI TH REGARDS TM ERAFS AVALLEY LLATIO FTE 18 CONTRACTORINGN SHALL CA PLAN ARCM/MEP PLANS FOR SITE r• BCLAND LAGER R DCTILE IR N PIPE OTHERWISECLASS 150 WITH APPROPR THE ATE WATER LINE RS AS REQUIRE DTOP L AMIDE AS OF THEV l CRAMGSEWERONETERIAL6 AND INSTALLATION OF LIGHTING AND ELECTRICAL PLAN l.J.. 0"AND LARGER DUCTILE ISHA PIPE PERAWWAC151 WITH APPROPRIATE FASTENERS q5 ON EDTO PROVIDES THE9l%IERANAiEr1Eq UREB NORTH —wI dJ .� SMALLER THAN 3'PIPING SHALL BE COPPER TUBE TYPE-1C MINIMUM OF 19"VERTICAL SEPARATION MEETING 19 METERBACKFLOW DEVICES(DDCV AND PRZ ASSEMBLIES)AND ly W PER REQUIREMENTS OF ANSI A21.t00fl ANSI 2111(AWWA C-151) 15 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING REF. a O 5 AN5191fi 220P PVC,200 P B ,PER ASTM D17B4 AND D2241 (CLASS 501SHOWN LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS ARCH I MEP PLANS Q ul W _ ON THESE PLANS IS BASED ON RECORDS OF THE 0 4 MINIMUM TRENCH WIDTH SHALL BE 2 FEET 9 LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND VARIOUS UTILITY COMPANIES,AND WHERE POSSIBLE, 20 ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE U. J APPROVED BEFORE BACKFILLING MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS PRIVATELY OWNED AND MAINTAINED O. U 5 ALL WATER JOINTS AVE TO BE MECHANICAL JOINTS WITH NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE GRAPHIC SCALE IN FEET J C C, RESTRAINTS SUCH AS THRUST BLOCKING,WITH STAINLESS 10 TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY 21 ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY 0 20 40 60 W SHEET NUMBER STEEL OR COBALT BLUE BOLTS,OR AS INDICATED IN THE CITY FLUSH WITH PROPOSED PAVEMENT ELEVATIONS AND TO BE COMPANIES AT LEAST 72 LOCATION OF UTILITIES IT SHALL BE 11 o_ C600 w w m LANDSCAPE LEGEND Vr o w 1 LANDSCAPE SUMMARY ` ' N o ECATEGORY 'CALCULATION TOTAL EXISTING SIGNIFICANT TREE(TYP.)-SEE = 0 I TREE INVENTORY AND PRESERVATION PLAN TREE MITIGATION REQUIREMENTS 5933 CAL IN REMOVED X(01) 594 CAL IN EI REQUIRED TREES 594 CAL IN/3 CAL IN. 19B TREES f EDGER(TYP) w k u� n z 5-SMP BOCCE COURT OVERSTORY TREE TOTAL•EVERGREEN 'U APPROXIMATE LIMITS OF SEED/SOD,SEED S' z g w PROPOSED TREES 205 TREES OR SOD ALL DISTURBED AREAS P. w U w�.n� -W ARTIFICIAL TURF TREE TOTAL+ORNAMENTAL TREE TOTAL de (TYP.) 13 K > 'o .3 1 .:: 6•ABM a // a 1 / �{ 10 OAP R;dl BOULDER OUTCROPPING(TYP) U U �.X'# Aver ,. 5-ABM 1 .' J f ..4-TONG + , _ r 2-NPO a-NPO �� NATIVE PLANT SEED MIX SEE KEYNOTES d /so D TO REM1AN r AL/ ., -r _ 3 NPO RETAINING WALL f ca � �� / � r7. 3 OAP BY OTHERS I1 m N 43„. 4, - z .„i �;. �� .� © Oa ibik _ dr..Al f/7 1 s y.me. # WATER FEATURE d rrL' BY OTHERS Fy E - le r ®. � fj i�s r LANDSCAPE KEYNOTES E I _ .� �. lip � 4� I�4.V,'" Q.REMAIN,.. ''• .- - ' STING '� O EDGER(TYP,) �. S;-RH,- 0(� Tom" �Ft O Q �� _ I ela - Oe DOUBLE SHREDDED HARDWOOD MULCH(TYP) z ' 0�,Itly ) . �._. - Q O 3•ABM 11 , '•SMPHo � ABMIl t- J �_ r fs4 Sri 111111 6 RAISED PLANTER 11 `C'- II 9.OAP SEEDING KEYNOTES ® a • I " I IC BOXES-BY OTHERS \ 1 l s� �rc w 1 (25-13) SEED WITH MNDOT 25-131:LOW MAINTENANCE TURF SEED MIX(TYP.) enii w o 1 - 1 ' in y (33-281) SEED WITH MNDOT 33-261:STORMWATER SOUTH 8 WEST SEED MIX(TYP,) w a 3 1 SENIOR HOUSING '}, 110 h I I I - L-a© _NgAIL ""OM 1 LEVEL 1 9900 2-RDB# ; 4 r SOD MINERAL SOD(TYP.) N - BCD ,,, LEVEL 9790 0 E w 1 r•ITyr� L�4a nom 1-i:. -AeS eV E > MONUMENT SISN R f M ri mpp- P,r i _,-: " m BY OTHERS _M -__- C. h� dir�_;I I 1 g C,'�N 4-RDB r y4 ,-.; 0 o ' lIll r A. 4 w i4 —.WOW � 1»> 1 _... 146,Griii I�+ PaN.saEo LE Cs1a 30'X30'SIGHT ��p ilk `� �:;e ,, ._'- ,5 \` T 1�o "+(+' _ ws_nsrs�w4 F _t7,l LINE TRIANGLE- i.. .�. ..h. .��. orI.i III ,1 1 C3 .ram�"i s �• '•^kar�. C] .� .w1 to a .�..�rw 1.n�. 4. ,i . , LOT 1 i}5 .«..,-.. .. IN N 3r� a� CQ _ .n .o wo ilt7�—'4 1r I ` a 31v �! e Iitt �pna 11�A1l�ArtR lik/,? , 4 � ` lestoneeit .a,. wN..,�. w«. r r Qgz U N iZ � TOWNHOUSE �[ w, r..w , xa�w7SLEVEL,9]50 . ` I O5 . r y« .. 5 S rI LEVELB Bass �7� .Y. Q 1 p F 3•NPO �oo��zGAZEBO BY RI } �2-.a I � � 1 TOWN HOUSE ®� q `i I1 OTHERS a HPD �aC 5-SMP w o ma oWa I IILEVEL1 978o . , v , � �� '. �p as . -a 4r$ —V FEVEL0900 v' ��� 0 1� •y r ,.. E< �U L O I Iam ROuBE ,-A: t�, , ► `'+/p���l ..,.ari sw. ....a....M_.• ._....,. wo.Z8 Z C3 i $.14 I 2 BHSL[y¢n me' 4111 �`SI('� � �4, 9� ? I1 ��• sw° w.....�. .,....-,w _ i 5 6 .iB ,4 +� ■ �'Vz o c, c9 3 6 IP ® OWN HOUSE ?y; \// d C111)'4- 7. \�� �' NOTEu m o iw O f 3 R rB - ' N -� LEVEL 1 sez s . 6• REFER TO SHEET L702 FOR PLANT SCHEDULE SPECIFICATIONS REFER w w a m 11 ! ��7w 2-MOI( 10 LEVEL szzs yS o h j 1 TO SHEET L103 FOR LANDSCAPE NOTES. N U7 31 O `0��111 2 WSPN. � Alp �1 .BOULDER WALL s e ❑ _ ; N p --_1 0 i 1 00 OU T LO 1 A TOWN HOUSE -S.Y 4,..4`j�44,,, �j ft Al vOi o \LI a Y � ^ �� " '.,y � II ,. RETAINING WALLS u I LEVEL 1:9835 RRR,� / Q C . ��� Y LEVEL e 9Ts5 Roij Cleft. q 11 BY OTHERS 7 W V1 L - iy 'f_ .. NN\iD F ,, v., +0 4^16 5'HWL BUFFER By f 1 rn u i 40, I, P i'd� /0 SETBACK I O $ // • TOWN HOUSE 13 . • ' :.:;:• 1 - - ■ 11 \O. 2Io:s � ` LEVELB 1/iaQ ,�\ � � it . 1■F 3-SWO o a I I I> s ;, 1. 5.S9 O" i ,r 5.AB5 ,.•I a p••z. TOWNHOUSE }` ffllll 2 i I Nir I f,, LEVELB 9745 11 l `" Q • a ` 3-Ship EVEL B:945 -- � I. 6� I 1 f 11. 2- 1 .1 +1B a � ri if I tl �_ 0 H ••••• / 4 A / 04, .. 4,„„., ) c, L. , a . , , 0 „ , . \ .0 N ... au N �� / - * eft'3e�1i 2-WHP -"lift 216r '''. ,-- riler 0 I ---"L'.•]Ap ar I'll �� 30'X30'SIGHT ce O --cp--- tee-----mr.=tam----v7. 165'HWL BUFFER SETBACK �"�' � _LINETRIANGLE J W 165'HWL BUFFER SETBACK - _-�-- Z41 �lid.�_ - - 0 a O re ILI o �.�. ..-_4 r ->,__. :- - v Ems._- a 2 CI N -II c .. _._.�..— / -- -_- �� .r a I_ C I- I.L._ ay 2 —MO_NU_MRNT SIGN BY OTHERS-•—-- ' .-' �' " �'1 - zi a w M 0 30'X30'SIGHT LINE TRIANGLE III } (L a a re> J • L - -- - - a a J orGRAPHIC SCALE IN FEET Z da 0 or g ROAD 2� BI , a t J ¢ ,' i W • SHEET NUMBER x d L100 w w w g LANDSCAPE LEGEND R Q I M1 'a o E EXISTING SIGNIFICANT TREE(TYP,)-SEE o e x° TREE INVENTORY AND PRESERVATION PLAN S E_ EDGER(TYP,) r w r 0 _ BOCCE COURT PO 5 m O ARTIFICIAL TURF ,� '� APPROXIMATE LIMITS OF SEED/SOD,SEED z m w 5 I I OR SOD ALL DISTURBED AREAS(TYP.) ¢ O L w I I • o U 5110 BOULDER OUTCROPPING(TYP) O 11 1 1 .-�_. r ': "'"•-•.-ry 46-BNB _ I I /EXt871NG WOOQ TOIL r 25•ISBJJ/J/ NATIVE PLANT SEED MIX-SEE KEYNOTES 2 I I / /j�I"'r.. I/ RETAINING WALL f+` fJ I I r+ /. LL✓ 1 �.,- -__. BY OTHERS ay I I I J - 1 ,��� •p./ .r _ WATER FEATURE - I r ^i ��.. CID •�vs ' r. BY OTHERS N(' z y� . it � . LANDSCAPE KEYNOTES E 1 1 ' �1 ( } Y I•' -I O J f' ".,. , Extis .+�4rIr •LANn r i* O EDGER(TYP) 50 CAA 31-AL1H 59•G11A '• �F. .'t`-., J/ < 2 I I it CD } 1 pir, tr� \.... ti C - O DOUBLE SHREDDED HARDWOOD MULCH(TYP) % z 1 1 I� 1. ,4i11 � �:G� - 'JCI ///f Oc SOD(TYP.) I 1 I •iT c� -•27 SAS 7-CAA _. 1 i( _ .,may _ .!.-` = u a U 4-S1L5 Rllt994 �� p�-,�. '" brae::--:.- )• - * °w N °' 1 I 3-LOPE 23-LON �f�1 F73S1 r i/r aA� \D 4i- ...-' v 1 I 29-TYT :4511'� ' ��.t 4 ��\\ Q °Z'�-':':';..:;� 1 z w I _ 1 ( (6)RAISED PLANTER _ " o SEEDING KEYNOTES ■ 25-CSA 29•CAW 58.1YT 13-PCR 39-GHA 15•POR s • / a w 1 I I 1— 4 -19-BDPS BOXES BYOTHERS • 36,AR1H •� 1� 3..F ; l .1f I 1 - e& 9 CSA 20-SAS 6-TVT -' I; B1-CSA <25-131) SEED WITH MNDOT 25 131:LOW MAINTENANCE TURF SEED MIX(TYP_) o w o 43•SHP 4-CAW 18•RSE _ II II I 2 e 0 I 13-BDPS -CAW- 23-SAS :313 gqg SENIOR HOUSING A� u / 7a8•GJE (33-261) SEED WITH MNDOT 33-261:STORMWATER SOUTH F.WEST SEED MIX(TYP) -. _ i. A f�rr'.7 ///��r��, per• 1 •LOP BUILOINc 26-LON �. fir. LO 8 I I ViA l`-1 is: i : .. IN V,.. LEVELB 9790 % t9-eke o � a< 41•BH6y MINERAL SOD(TYP) m w I p y 3•CAW 459HP g3•BEft 18-TYT LEVEL s7so BER 16-ISB _,..,•d ww: {i 27-BER 13-LOP 15•LDP 11-CSA 30.12FW 3 ) it 71YrIN.: M1 2S-SAS 30•SNP .,.,,F ��! 119-PWW m E f. MONUMENT SIGN ') . 1fl2.H -..-l� _ I"� �.i=�1EE��1y 7 F �'vs i. Yc T� _ - f 1�r 1° € BY OTHERS T. _ .En..d 'r?:r Ili/i r ■,. d}g- 3T- 1-LOP _ � , �fj«.� ` 1�..� z mac : I I ® f � T��� � ���� � PLANT SCHEWLE l r.r'. /1 s :.rks' ,mac# 15-SHP —' • 11•SNP >Z .tv� _�+♦iip���y eI•sHP as-9ER a , _ 111 I .�- • aa 4 ! M �aA� 27•HRR 17.LOH 4`.:I / �x..a,•.w.0 w.t ` ��V _ .--.— _ Y4• AK �Y � �.a. .o..,,...,.,.w.. ,,. o � - ^^ JJ 30'X30'SIGHT ) � ° � 7' ':.�_ a qt.BER - y�� -_.-' - ,�; �\ !1 •,1 0, u. c w.. . w.....vtw.E cm $ LINE TRIANGLE I I 75'6(IP 9-BHB Q r'\ - y V4. 50.PWE ! �. .w�,.t..,.. ,.u.,.........s LL Psi " II 1 r I a ,.r�� `''`�,elll�� c� — e .. `' A/VANFW LOT 1 •'�t�it" s a �.4 ... .w�...... y N. n �- ?.: 1 1 littr/ _ 25 NFWCAA w m a" - .� A 59.PWE i� ., „..,ow.:.�,m.•E,�.,,.Meer E n...............oRox $ a k a'C N. ��f ry it 0 LJ Ia'� 19-CAK va-••.w,.....�w.. • �..,... 1 1 a s E ( 1 t •, y 1 \ 8 I I FI C �, e ./yr [ 0 1-.: .•illke-'-' 24M ICCII �_Z '• TOWNHOUSE ' -_ _ In pywy 38-HRR 1' .. um...w.ma.a .,� € � =O( I LEVEL t:ws° _ :'' e• r30-HRR � V 1Z-LOP E.,..�..�.nu..num.. ,,.,,, bE...... 9E uwixI LEVEL B:9650 - s•r yfl / da f /f�f . C]. PCR .� .....�,. ..,,,� _ _TOWN HOUSE "�h GAZEBO BV ' • 16. I- Y ;'1-BHB r d (Y1 I LEVEL I:97e0 f �. Y --�� �f OTHERS �� - � me .nw.cuwnwnu rnmxr ,axw...wu,w,.w.nvw.. Fg Q W I i LEVEL { Qlt ,y�14/ I * .:� 86'H-F /�tU p„1HpWF �° y� YueveLrt■aa �8i �' fI �1 sHPvn a 9t0. fLE '(c,.'� � e.. '--z�i. .I p a IiiiO L ` G '3 -Q G1x �t A\� i` >��/ ! z'4[ 10-LJE 2L-SAS 17.t:OH .' 117-SSP „. .E..,,..�w a...,�,,.a.s�. w 55�� r LEVEL 9]25 ` � �y (0-Isg r /II - j y� t 1 I ` ' r\ ;• • 19j� f4'`: N 31-CAK 1 k 0 I� 1c` - ...,.. ..,,�....,., ..,,,a,......... og o Cain. a ; c O I -),:sa _ Y.-�.:• r �` / y BOULDER WALL I 41-NFW 26-TYT ii .� ..,.r:...�,.. o.w,,,.:..,�n•,ti = vri �r OiJTLa7 A �� 3 / ��a �� 104 ' a-DLB ;� Mo" �.: ........, ,i..,. t d c (� �+ TOWN HOUSE h�,, O �-L I \` - � .;� LEVEL 1:9635 �' ey , 1,1 •RETAINING WALLS ,w ...,.,,E............,.... ... ..-w... . Yl a�Q .., LEVEL B:9]3sN. 4 i� gIBV OTHERS K. .- -l.yi� ,.� `\� �,yf,, J165'HWL BUFFER fi..TYT YI ..,,.�.,. ,..,.,...2, 2n .� \ {;• 1 SETBACK f 65•BER 20-GHA p! Z 2 I f ry TOWN HOUSE _ ''\\ *• [y7 ., - -'--- 49•AMH � .�'�+�•' 28•MFM J O _ #i J/T/�J// �i •J LEVEL 1:9800 �'• {« 111 �� En E>• jail /// `! ` LEVEL B4740 ,•' ¢ IRO lIC'; • 1 +■■1' 12-aJ y r \\\* ' ..,. 4 17-CSA 16-TYT 1 9 NOTE: a 10 : - \ ( 11 vv A. ^ 1 REFER TO SHEET L102 FOR PLANT SCHEDULE SPECIFICATIONS REFER to b • I _ \ y Y,4� �1 TO SHEET L103 FOR LANDSCAPE NOTES '. . • a". J�i %. \ TOWN HOUSE w\ - 4�' 73-CAW •"••4 I-I Z /4rJJ�// LEVEL 1:9B4 1 31i SHP `y f - - ■l0,— r,,e, LEVELB:9]05 1 I�'10I-0 : P BHP L 14 m - II • ! � •� \ '.1 a9 : 11•err 2z•LOPcs. 1`% 6 I !L I - ??" \ _ '� ' 'i ! I�- 15.D19 177.CJIW i( "'l� 12-AJJ /:-..:)it'. [� I�. ( 3S•HER �J y 9 z o I I ._ ,: 4pl •�% f'�dP�/lrt��'. ] Q_ ip 0. I ■ / //�•.. . r"'V � L i� -:sue+::. -•:�1 Q� a - �[t 102-SSP a ... . &.,, , .,,..._ _ 5 _ ' I ��/JJ{////;.:•. r" � � �' / c, Q; 1 � S7 DLB Ce e . IS I ;.--- ' ...' 3 JCO 2 p I ® l•-•- l rr. ip ) /-IS•NFW E <-; 1- aglinie ® — W 16 5'HWL BUFFER SETBACK $ =� -k. . ) _ 30'X30'SIGHT o J —ow ca---m.--et, 16 5'HWL BUFFER SETBACK -+�R" O •�. ��In . •s-. - _ _ 4 - _ —-LINE TRIANGLE O a 0: W h _105.. . `ram• .. xa._ _ �t 1 ',�Y�• LL Q I • __.�__________________._______._ _�_._____�_�_.___�__._�_.�MONUMENT SIGN BY OTHERS .� 1 NORTII Z d m 2 d U O I 30'X30'SIGHT LINE TRIANGLE - - } W a Q/W i Ce -I aJ a LL ROAD OGRAPHDIC SCALE IN FEE 80 '- <O. 0 j iimml b. a. E - SHEET NUMBER Ce Y - - d L101 r ID u u 4 ccl C PLANT SCHEDULE a a a N o CONIFEROUS TREE CODE 5 pOTANIGLNAYEi COMMON NAME CONT CAL MAUI ARCA CODE QTV BOTANICAL NAME COMMON NAME CONT SPACING BFR 6 ABIES BAISAMEA BALSAM FIR B 6 B B HT AU 27 JUNIPERUS SABINA ARCADIA ARCADIA JUNIPER N1 CONT 5 OC BHS 21 PICEA GLAUCA'OENSATA' BLACK HILLS SPRUCE BAB BHT �( u a gBOPS 45 SYRINGA X SMSJBPT BLOOMERANG DARK PURPLE LILAC #1 GONE 5'OC 1. m n m O WHP 5 PINUS STROBUS WHITE PINE BBB 6 HT N Z 81 N 9 CAW SB VIBURNUM TRILOBUM'BAILEV COMPACT COMPACT AMERICPN VIBURNUM FB CONT SOL W U W > O • WSP 5 PICEA GLAUCA WHITE SPRUCE B 6 B B-HT K K Lk' III CSA 89 COR NUSSERICEA'ALLENMAN'S COMPACT ALENMANS COMPACT DOGWOOD 86 CONT 5OC U U 2, ORNAMENTAL CODE OTY BOTANICAL NAME "J[�AMf, CONT CAL RH (s ABS 13 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLANCE AUTUMN BRILLANCE SERVICEBERRY CLUMP B&B,CLUMP B-HT ;��:``IrW OLB 148 OIERVILLA LONICERA OWAf6B11BH•gflEYpyCIfLE YS CANT 3 0 C m [�1] ROB 6 CERCIS CANADENSIS EASTERN REDBUD BA B,CLUMP B HT F m N L j [Frr[ SHE 114 AROMA MELANOCARPA'UCONNAM012 GROUND HOG CHOKEBERRY MI CONT S OC Z 'a OVERSTORYTREE CODE OTT BOTANICAL NAME COMMON NAME COAT CAL 1•:,•�•> • ABM 26 ACER X FREEMANII AUTUMN BLAZE' AYTUYN SLAKE MAPLE B.3B 3'CAL GLFR 23 RHUS AROMATICA'GRO-LOW GRO-LOW FRAGRANT SUMAC Y1 CONT S OC Ili BOL 18 TILIAAMERICANA-BOULEVARD- BOULEVARD LINDEN B 6 0 3.CAL `` JCD 10 JUNIPER COMMUNIS DEPRESSA AMIDAK BLUEBERRY DELIGHT JUNIPER N1 CONT 4OC CI w Y Z p HOK 2 OUERCUB X MACDANIELLI'CLEMONS HERITAGE OAK 648 3"CAL N E_ S LDP BO PHYSOCARPUS OPULIFOLIUS DONNA MAY LITTLE DEVIL NINEBARK MI CONT 40C ¢ NPO 24 OUERCUS ELIIPSOIDALI5 NORTHERN PIN OAK B8B 3"CAL v8i ~ m i 1 ,� cl Re GAP 47 POPULUS TREMULOIDES QUAKING ASPEN B8B 3'CAL � LOH SR HYDRANGEA PANICULATA'SMHPLOF Uf1LEOUIGCFIRB HrORLAO*A pI CONT 4DC s Q c v t 2 4 Q j w y RUB B BETULA NIGRA RIVER BIRCH MULTI-TRUNK B d B,CLUMP S HT PCR 54 RHODODENDRON X•P J M COMPACT PJM COMPACT RHODODENDRON NI CONT 5 OC �>"Oi w¢ O 3 116) SMP 14 ACER SACCHARUM'FALL FIESTA' SUGAR MAPLE B8B 3'.CAL lr f F i ?r "T� SAS 163 SORBARIA SORBIFOLIA'SEM SEM ASN LEAF arm EA I1 CONT S OC 779. SWCJ 12 OUERCUS BICOLOR SWAMP WHITE OAK B6B 3"CAL I"k':� E 1 ��.11 pp// o :0Zr M 203 TA)(USXMEDIA-TAUNTONIf TAUTON YEW pS CONT 30C N CQI4AKH4 NAMF, C_OIZ SPACING !l6677f(YYJJ +.1RH]IMEIIIM G�%J�J' CODE OTY SDTAMICIW MAaly N §43."r BHB 280 SCHIZACHYRIUM SCOPARIUM-MINNBLUEA HOE kEAVW ltl'TlL 6WE61RM MI CONT 30"OC N 5 fro% CAK 88 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTE R FEATHER REED DRAINS NI CONT 30"OC o0 0 N 5 %4‘4 I61 le .E2y fP/�� MFM 2B MISCANTHUSSINENSIS"PURPURASCENS MISCANTHUSFLAMEGRASS P1CONT 40"OC rc w o c\\\\\ _Kyuw 8 Ui `\\�" SSP 219 PANICUM VIRGATUM'SHENANDOAH SHENANDOAH SWITCH GRASS N1 CONT 24'OC jG O f� U3 ��\\\t F$�Vfi C : wUw o IF 5 Igpj�JLpAt.,yIEA CODE OTY BOTANICAL NAME COMMON NAME CON7 SPACING R i O O '' o d W CI ? wO¢O0 W A M AMR 156 HOSTA X'AUGUST MOON AUGUST MOON PLANTAIN LILY B1 CONT. M.OC W 8 w U '� sag.=g6 0 , A BER 471 YIIDOECCAS MOW URN' BLACK-EYED SUSAN N1 CONT 24"OC D Z m Uw o_ c9 3 W CAA 115 ASTILBE CHINENSIS'VISION IN WHITE CHINESE ASTILBE NI COAT 1B"DC o n y N 0 o QO ry Q E GJE 166 EUPATORIUM MACULATUM GATEWAY GATEWAY JOE-PYE WEED Si AM1 CONT 24"OC w o 0 o ci cg t0 a 1 0 HRR 224 HEMEROCALLIS X'ROSV RETURNS ROSY RETURNS DAYLILY P1 CONT 16"OC W J COl ISB 61 BAPTISIA X-INDIGO SPIRES INDIGO SPIRES WILD INDIGO N1 CONT 42"OC 1 0 2 E P Ib LJE 20 EUPATORIUM DUBIUM LITTLE JOE' LITTLE JOE JOE-PYE WEED pt CONT 36"OC W T J� 2 N c ElZ. NEW 162 NEPETA%FAASSENII'WALKERS LOW WALKERS LOW CATMINT p1 CONT 30"OC a .. W Y PE 109 ECHINACEA PURPUREA'PAS70291T POWWOW WILDBERRVCONEFLOWER NI CONT 24..OC O PWVV 290 ECHINACEA PURPUREA'PASJ0291B' POWWOW WHITE CONEFLOWER NI CONT 18'OC 0 Z U RSE e] ECHINACEA PURPUREA RUBINSTERN' RUBY STAR CONEFLOWER $1 CONT 24'CCCL to D 5 CC O. lI^) BHP 432 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED VICONT 24"OC v/ Z n nIll m Q ILI d1 w 0 Z W w CC 5 J N i O aQ z w - F- 011. 9 oW re 5 Z OJ aZn• I a wmO a Q -.d CC J "E Li. a IZ Q O W t SHEET NUMBER El.Q xa- L102 LEGEND -R P. F Q — PROPERTY LINE 5 o ("-,i o SIGNIFICANT TREE TO REMAIN - _ -• -= ,-- I X SIGNIFICANT TREE TO BE REMOVED i I-, 9 ' ,a_ LI,,,11 = EXISTING VEGETATION EDGE k 4 LIMITS OF CONSTRUCTION o m TREE PROTECTION FENCE o I �2T W z I � I r-� z3 _ TREE MITIGATION DATA a 0 ' 47,'1 Or 033° na -- -- -__ TOTAL DIAMETER INCHES OF SIGNIFICANT TREES REMOVED: 5933 IN ( I 4'' <qy - ,-`- M1 10% TOTAL DIAMETER INCHES OF SIGNIFICANT TREES REMOVED: 594 DIA INCHES=(5933'0.I) - 13R Sat r __ m a �,; 33z aa! y1�W!'��` �7(,96 �,• --- �4 JJ^-��,�,.�. NOTE SEE LANDSCAPE PLAN FOR REPLACEMENT TREES PROPOSED. OM Q I �1 %la 331✓,.„ ON .YIC'6 051 ]5T -- `-` __ _ _ _ OM 77, I 'ri1002 J0D " 352 ", a' •°• - °^+ -�� _~ TREE PROTECTION NOTES i a am - Fr 0.c c-4 a c-_ i "' A.,:' _. 2 iin ,n `}R - I r^ 315 901 ]� -_- K�7GC,,,,, "+� vs 1- °5 1, PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON. ?r I II! �� •I r 777YYYdddPPP^^^ y.,y_ >Kx'"'r•yyI 31 171 •p 2, NO STORAGE OF MATERIALS,OPERATION OF MACHINERY,OR DEVELOPMENT OF ANY SORT �' I Lr.I T _1 �(, � •'�• TV"' "'•^ 7C))C"'" Ya L3ra c§.3_Ligm I WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM CITYWI II 1 �{' ]N -,e 11 7T.' u7 ,. aa4 I, ' X' aw I 3, SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN,CITY = o It ` ,.^ . I '!90' -na�, HAS APPROVED FENCING LOCATIONS,AND ALL CONTRACTORS HAVE BEEN BREIFED ON w O1 rcIl 1 I - 1 • ]� • P'likr Oy Ise N' TREE PRESERVATION TECHNIQUES 4\ ao / o, 31ssrs. �7+5 Il_ i sm � o F. w A •.. I{ ' - HI ler 277 749 ,• ' 03 }. 4 EXISTING TREES TO REMAIN OR BE REMOVED TO BE CLEARLY IDENTIFIED,WITHIN ^ < I. e w II I; ) : z s •A,-x -S•]In DISTURBANCE LIMITS AND 10'OUTSIDE OF THE DISTURBANCE LIMITS. A W D S.q 1no T-F 11l 11 I i 1 >�1 �y 0251 •"1 ta • l I I 5- TREE PRESERVATION TO BE APPROVED BY OWNER AND PER LOCAL GOVERNMENTAL -- g3 1 1 _ �. .J +.+,�.• aar ,: KKXX"""» ; • -1 AUTHORITY �� 17/ a 3 ill i . II L- 7� I �A � 02 I a SEE L201 FOR TREE SPECIES,SIZES,AND STATUS E Il r •LaT .. ��„ uI ...ter ia • IIIOm i E i` s � . d YysJLk'p. ��( I .i • I 1 J ! i 1, ` fi .: - .. -` 1 f'1 4- �.`:;:. 7EX'-"L,T4 !t- - - -, 1 1 �..�. I p 1 11 '� )�j(, -.w.t,. 38P 6 I I I 1 :'u p('� 11 ,\ 'f #22 '21T y L'1 I STAR ALL T OE PROTECTION DEVICES ARE TO BE F LAND DISTURBANCE AND MAINTAINED IINODLD'IOR FINALTO z o 3 E. 1la „: 1 C] \ 1 �13 1/ ' CONSTRUCI70N SITE ACTIVITIES A LANDSCAPE IS INSTALLED NO RE TO OCCUR WIG,STORAGE OIHIN THE TREE ¢oNg 3 • „3%' S • >7 I 1I (108 ;� \ •61 �.. j PROTECDON AREA _• ZO w I I 1 •.\ �fifiv ... \ �f� \\ :..cC 19 I Woa'oao5a I [ ]CfC #4,:t4)H \\ \t ✓ �:x -�_ zo I >;I •7 � - - _ a u FEC W • r 7G7rty 062 ExIST.TaEEToaEMan_ - N gg co NN tr.- 1 Ia1 \ ly. _ 1 Y _3 i1 • I �]bt.� IX \\ 63 ac i r o a I EC 1I I 77e' ` r I • 3 a z A #r . ' '\ \ \ r eI lia 4ry _ z 1, II I 1 \ \ LI\Y \ ,•' 1a -- � ° i. �-, �'��3�' DRIPLINE N W I r A \I 101 A11.44 \ O I • lI"'J Y ', Ce O .^�� �WyN // Eta' iIII �Wm IF.T LO N18f • "^ \ ' / Eta' 21 ^-^ X" '"' L ,•.o- I•_ ''044.0� ;IV. 154•.e•I•' 1 F]IIST.GRADE J 2G > 5. _ \ ,l. J 7[2(� Z 1'' /� Q a I - r \0_ 2 ,' , _- - .+`_ . � 1p(,!1 .�lL'' I 1l •- 2'x 9'WOOD STAKE OR STEEL' 'POST PLACED AT Q W O. U • I 3 IDS•-r�• : out 0, \ 3I, ]p��� •L DRIPLINE,5'ON CENTER STRING 9'HIGH ORANGE r - ' >'t -_ r 1p�, �,p7(�� ,V LYg YLBIE LAMINAR SAFETY NETTING BETWEEN Z 1W11N .I 1._ r r r . + I6 ' \1CX`5 ._L'(i2 1 W LLI o IRow 55 �cX, 1"►/p r1 `Om �r - - ..a ,,. HG] m �.y1�N - IA • .�,,�� 15 - a ° ,� '6• I. `A • le TREE PROTECTION z rr aTrc. __1 Valle "AIR°m I ° • I Om_ - --Zia �.--. zJ L-_ k!7 �, -_-- - Y GEN-5 Z W • o a .I,-.� .ov "1 • - 43e .a1 " _-_- Z W 8 - -• .. - --- - - - A ur w Qv -uo _1 : T - I _ _ _—� — c W �� -I. � Li_ Q u. F t. m ---------- - .� ------- ----------_"_--- '------'-'----=---- - —•- •.--c---- =.+ss-a- wsea.- NORTH Z? O a W Z a -IO.m 4 Q d LL a j ��, RAPHIIC SCAALE IN FEETBD Z - 0 O 0 20 a 0 . Iiiiiiii LLI SHEET NUMBER a , d L200 Luminaire Schedule Symbol Oly Label Arrangement LLF Description .Arr.Watts Lum.Lumens 8 AA - SINGLE 0.900 . LUMARK PFPRV-A60-t7-UNV-T3-XX•7030-HSS MOUNT ON 20FT POLE WITH 2FT BASE 163 16623 5 BB SINGLE 0,900 LUMARK PFPRV•A60-b-UNV-74•BZ-7030-HSS MOUNT ON 20FT POLE WITH 2FT BASE 163 16590 8 CG . SINGLE 0.900 , LUMARK xTOR2B WALL MOUNT AT APPROX 10FT - 18.2 2135 _7 DD SINGLE 0.900 LUMARK XTOR1 S WALL MOUNT AT SF I 12.2 1418 27 FF SINGLE -O.900 RAYON LIGHTING T896I_EO BOLLARI] 4 GG SINGLE 0.900 LUMARK NFFLD-S C15 I] UNV•66 FOR MONUMENT SIGN — — 28.98 1545 51.2 5797 Calculation SummaryIII i Label CalcType I _ Avg Max Min Avg/Min Max/MIn `51TE GROUND Illuminance Fc 0.47 ' ' 10.9 0.0 N.A. N.A. PARKING Illuminance Fc 2.22 4.3 1.0 2.22 4.30. • * is 1 ', 1, «1: . ,, '. 44 ,. .. .. r . ,< I4r1.• 0 1. 4 l. r " " " . " ,. •" .« . " ,. L. . .. .. r . .. ,. ~.,,�-> �rr 1. ,. 9. 0 . ., ,, ". TYPE AA 8 BB " ..!.' c in ;d r . ».1 .f..,! r in . r Ichhhs x-1r 1.'IVY'sr, .1.n _:%•. 1b-a` r . .. . 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' i ' , - I N, .. •• Pi I Sin 1 ' I IAA g kiroFir .1 . I, [ ' : Ilm c91,145Int bit Chedwiq 75372-19037 BCS BCS 1111 .. II. SHEET _ _ View of rear terrace looking north View of rear looking west A34 ......., POPE A It I. II 1 I I [ I S POPE ARCHITECTS PROGRAMMING 1295 BANDANA BLVD N,SUITE 200 ST PAUL,MN 55108-2735 ---- -� p "�CIRCULATION (651)642-9200 I FAX(651)642-1101 - r J -,1111.111LN> COMMON SPACE www popearch-com en Mryw ren .Df- INDEPENDENT LIVING ,SUPPORT UNITED PROPERTIES \ \7, APPLEWOOD POINTE TM • ^ 1 OF APPLE VALLEY APPLE VALLEY, MN 0 , _ LAY • .,,� R. A ,� III \I UNITED PROPERTIES �r ra UNIT MIX ti F r n. UNIT',MACE UTYPE AREA LEVELS LEVEL 2 LEVEL 3 LEVEL 4 TOTAL UNIT AREA -^ INOEPENhENr LIVING - BRAEBUFIN 2 BEDROO S 1,304 5E 2 2 2 1 7 9,12E SF ei�,• BRAEBUFW I8I SUNROOIA 2 BEDROOM 1,394 SF 3 3 3 1 10 13,640 5F CORTLAND 2 BEDROOM 1,759 SF 2 2 2 0 6 10,664 SF 1Ge - -. .• CRISPIN 2 BEOROO41 t,6638F 2 2 2 2 8 12,664 SF FIRESIOE 2 BECROOWCPI4 1,542SF I _ 2 2 2 7 11,494 SF •FW1 PLUS 2 BI1D000M 1,206 SF 1 1 1 1 a 4,851 SF GALA 2 BEDROW/DEN 1,830 SF I 7 2 2 7 12,810 SF 1 14O4EYCAISp 12 BEDROOM/DEN 1,582 SF 2_ _ _2 2 2 6 }p,73S sr n rr i LIBERTY '2 BEDROOM _ 0 0 2 2 I 8,1159F ROME BEAUTY :2 BEDROOM/DEN 2 2 2 1 7 • T 1,,73y SF - • SOUTHERN ROSE 72 BEDROOM/DEN 1,612 SF 1 I I 1 4 _ 43,44i SF SOUTHERN ROSE PLUS 2 BEDROOM 1,851 Sr'__ I _ _ . _ 2 _ 2 _ 4 _ 7:A4 iF-- 1 1 LEVEL FOUR SOUTHERN IKTS£SUN 2 8E 3000V�OEN 1.155 SF 3 3 7 T ^2 1 19,266.5E y -WASH1P70TON 26El1000IA I.310 SF- 1 1 I - 1 - 1 5,240 SF FLOOR PLAN WASHIFSOTON PLUS wI SUNROONI 2BEDR0OM 1,468 SF' 0 ' 2 9 I.. •;r' _._. 2 2,9368E • WASH1NGipH w!SUNNO[YJ 2 6600007:1 1198 SF 1 1 -1 - I 4 6,602 SF VORK _2 06000C 4 1,401 SF- 1 .0 . - 0 - 1 I i,40i'ST ' _ 1: IIIM42t P6ff7S 23 A 28 21 98 155 826 SF SITE r"LAN REVIEW 10/09/2019 PROGRESS UPDATE 11/19/2019 LOWER LEVEL LEVEL ONE LEVEL TWO LEVEL THREE,LEVEL FOUR • REVISED SUBMISSION 11/27/2019 REVISED SITE PLAN 07/22/2020 COMMON SPACE 0 SF 9,664 5E 1,000 SF 9 SF 6 SF 12J6A3 SF PEN INCEOENI LIVING 0 SF 43,609 SF 46,a35 SF 52,771 SF_ F2,826 SF 898,96.SF, PARKING _ 63,361 SF 9 SF 0 SF _ 0 SF 0 SF 5_3,391 SF _ _ 53,391 SF 53,553 SF 51,444 SF 52,771 SF 42,020 SF 253,179 SF r-1 I• 1 1 i 0 41 i iii IN_ d LEVEL FOUR FLOOR PLAN fa®asmIlo: 75372-19037 Q 111=301-0" I liambr. BCS CI BCS SHEET A2 .5 POPE A 12 ( I I I I F ( 1 S AR r. _ . 1 POPE ARCHITECTS + w TE 200 e_.11w ,r y MX OP 1295 BANDANA PAULLMN 553018-2735 �'^ L . - PROGRAMMING (651)642-9200 I FAX(651)642-1101 ' L�. .�1 J - -5 w.POPearch.o GINGLIAPON r 1 1 ``°°"�"S UNITED PROPERTIES .v _ • 'suFFoNDF.frY I rvwG --.' 1_-. " "` I: "' Ali ��� APPLEWOOD POINTE ` • - --L - ' -- ,.� OF APPLE VALLEY _i:'_ APPLE VALLEY, MN . - \:\\\< i' UNITED PROPERTIES - - r i UNIT MIX UNIT NAME UNIT TYPE AREA LEVEL 1 LEVEL LEVEL LEVEL4 TOTAL UNIT AREA ' •~` INDEPENDENT LIVING -. - - t BEBUFN 2 BEDROOM 1,3045E 2 2 2 _ FA 1 7 9,128SF BRAEBURN w+SINF8OCMI 2 BEDROOM_ - 1 1W SF 3 3 3 l 10 13,94o SF GOP,T1.IWD 2 BEDROOM 1,759 SF 2 2 P 4) - _ 1C,56s SF 12WM CRISPIN '2 BEDROOM 1,523 SF 2 2 _ 2 2 9 _ 12b9 SF FIRESIDE I.29EDR )WRE 612 N 1, SF • -1 2 2 _ 2 7 11 494 SF ,La FUJI PLUS 2 BE DROO/A 1.20E SF I 1 __ , I 4 4,824 5E GALA - .2 BEi)ROOd iaN i ma.SF 1 2 _ 2 -- 2 _7 12,810 SF 1.ip., N:144F• RI$P2 BEDRDOFIA7EN 1,582 SF 2 _ 7 2 7 - _ 12,736 SF I I LIBERTY 2 BEDROp1A .0 O I 2 2 i 6,145 SF ROME BEAUTY 2 1 90D 1F1[7�F// J DEN 2 _ 9 2 _ 1 7 11,230 SF 1 K++•:>•. I SOUTHERN ROSE 2 BEDROOM/DEN 1,612 SF 1 I 1 1 i 6,S F 46SF ' � I` M SOUTHERN ROSE PLUS 2BEDROO 1 As'SF_ _ 0 _I _ .0-- 2 2 4 7404 sF `` LEVEL THREESOUTHERN ROSE SUN 2 BEDROOM/DEN 1,7505E 3 3 7 2 Ti 19,250 SF WASHINGTON 2 BEDROOM 1,310SF 1 I ! i 4 045E FLOOR PLAN WASHINGTON PLUS w/SUNROOM 2 BEDROOM 1,468 SF _0 _ _ 2 y _i'. _ g P,p865F I. WASHINGTON w/SUNROOM 2 BEDROOM 1,408 SF 1 _ 1_ 1 I a 5,637 SF RK _ YO 2 BEDROOM 1,401 SF 1 0-_ L_�.-- I- -_.: I 1,401 SF 4 �S2(Ei47f 73 F 26 213 21 88 153,636 SF SITE PLAN REVIEW 10/09/2019 LOWER LEVEL LEVEL ONE LEVEL TWO LEVEL THREE LEVEL FOUR .:•vn. PROGRESS UPDATE 11/19/2019 ° REVISED SUBMISSION 11/27/2019 REVISED SITE PLAN 07/22/2020 COMMON SPACE 0 SF 9,884 5F 3,009 Sr. 0 Sr0 SF 12,893 SF 'INDEPENDENT LIVING 0 SF 43,669 SF 48,435 SF 52,771 SF 42,020 SF_186,895 SF i PARKING 53,391 SF 0 SF 0 SF 0 SF 0 SF 53,391 SF { 1. 53,391 SF 53,553 SF 51,444 SF 52,771 SF 42,020 5F 253,179 SF I T } 1 mialmm LEVEL THREE FLOOR PLAN _ elki 1, • Aamtyx 75372-19037 19 1 =301' " BCS atckdI) BCS SHEET A214 POPE A 12 I II I I l I I S POPE ARCHITECTS 1295 BANDANA BLVD N,SUITE 200 F sToai,cE ST PAUL,A (651)SS 10B-2735 isl ss< (651)642-9200 FAX 642-1101 PROGRAMMING w popeerch core CIRCULATION III ‘k\‘..../>.. • . [J-COMMON SPACE il UNITED PROPERTIES - ■GUEST UNIT APPLEWOOD POINTE 4R� 1INIERiallia _ .INDEPENDENT LIVING xa rg SUPPORT OF APPLE VALLEY APPLE VALLEY, MN s . Q . ' .>7110.44/):' .4:...' LOBBY UNITED PROPERTIES •assN. madl • 1 • J'� wO rn ki ! \. • ' \ "... • "If . • UNIT MIX P' UNIT NAME UNIT TYPE AREA LEVEL _LEVEL2 TLEVEL3 LEVEL4 TOTAL UNIT AREA INOEPENDENTLIVISO - . --__ --- -- / - -- - 9 --- I"� gRAVEPEBl1RN 2066100M 1204 SF 2 2 _ 2 _1 7 ,128 SF ! F GE 01AUFLN w'SLLNR00M 2 BEDRO .1 - 1,394 RF S 3 1 1 TO 13,940 SF •OaRTL4V4p 2 eR E� OG.M 1,59 SF 2 2 Z __ E 10,554 SF (.1462 5 2 L6PR00161 i383 SF._ 2 2 2 '$ • 8 • 12,664 SF " P 2 7 11,4945E 2' elev - FUSI PDE. 2BEDROOAV. 1,842 SF 1 - -2BE - 1 i 1 • 4 4,8245E FUJI PLUS 28EOROQIL��� _ 1�TA65F I _ - w°er --• - GALA ZBEDNOCMIOSM i,8385F I 2 2 2 .7 12,810 SF •-ICNEVCRISP 2 BEllR00AY0EN 1,592 SF 7 2 2 2 8 12,736 SF mi. -1 LIB ERTY 2 BE0H00M • --} — ar_ , _P 7 4 6,145 SF L_ ROUE BEAUTY 2 BOR0 EOh1i0EN 2 2 2 I 7 11,230 SF SOU[FiItN ROSE 7�L1EI.OF)1.OPEN - 1,612 SF 1 .. 1 I 1 4 6,446 SF LEVEL TWO SOUTHERN ROSE PLUS 2 BEGR0041 1.851 SF _` _ •O7:41111 ? i 7,404 SF II SOUTHERN ROSE SUN �2 8EDI1O0l8n6N 1 754 SF 3 3 _ 2 2 11 19,250 SF WASHINGTON 2BEDROOM t.310SF 1 1 1 1 •5,2465F , FLOOR PLAN WA51-IR4611:N PLUSYN SU1:R001A 2 BEDROOM 1 AM Sr 0 I. 2 2,936 SF • WASNNG ITOP4 W.Sl1NR()pFJ 2 BED 1 40fl 51 ROOM 1 1 4 5,632 SF 1 - YOR1i .2 BEDROOM 1 401 SF_ I • •0 " �, 1 1,401 SF k.sadRflnrs: ... --_- 23 75 75 21 90 153,836 SF I • SITE PLAN REVIEW i0l0912019 .-.- PROGRESS UPDATE 11/19/2019 LOWER LEVEL LEVEL ONE LEVEL TWO LEVEL THREE LEVEL FOUR �.• REVISED SUBMISSION 11/27/2019 REVISED SITE PLAN 07/22/2020 COMMON SPACE 0 SF 8,816•Sf a0985F 0 SF 0SF NDEP 1¢pc3.SF, r• ._I IENDENT LIVING OSP 48,8685E 45A2BSF $6.771 SF 42.400 1I6,145SF - ` • PARKING `A-.]i4$F 0-SF G5F LW05F 50.881£F 1. 53,3918E 53,553 SF 51,444 SF 52,771 SF 42,020 SF 253,17906 im r J L. , .- J • L, _i—J • immm LEVEL TWO FLOOR PLAN _ a1 75372-19037 _ 1 1) mr, BCS 01"=3D'=0" C7KIK BCS SHEET A2. 3 POPE A R I /1 I I h l I '• POPE ARCHITECTS 1295 BANDANA BLVD N,SUITE 200 �... 1.._ f STORAGE PROGRAMMING ST.PAUL,MN 55108-2735 .c - 1yl STOP ■ADMIN (651)642-9200 I FAX(651)642-1101 • .- • y 4--- •-':CIRCULATION www.popearch.com 1 , eN �1. COMMON SPACE w f - F'- - GUEST UNIT r +a "aI ■ UNITED PROPERTIES fr ii INDEPENDENT LIVING 1i _ hnua APPLEWOOD POINTE 1> cr•+1r }^�` : ,��.SUPPORT 24 _ OF APPLE VALLEY r APPLE VALLEY, MN . 4 IIMI . A ,;-.:4,...„.. ..__..d PV9 OWYIl �— Lin r� Y UNITED PROPERTIES OFF. CRAFT • J o 0 amm 0 0 I 0 UNIT MIX o / . I • � o . UNIT NAME _ UNIT TYPE AREA LEVEL 1 LEVEL Q .LEV_EL a (F.EL; 3'p7j1. UNIT AREA PACKAGE -1 - INDEPENDENT LIVING . BRAEBURN 2BEDROOM 1,304 SF 2 _ p it 1 7 9,innV BRAEBU wl RN 54NI1 BO M S S 6 O 1 394 SF 3 3 2 1_ 10 10,940 SF ''''., CORTLAND 21}T13ROOM 1.750 SF 2 _ 2 - _ 2 2 7 114945E K, . FUJI PLUS 28EDROG1 +,OBE SF 1 + I 1 4 i,g24 SF -•� GALA 2 BEDROOM/DEN 1.630 SF 1 2 _ 2 2 7' 12.610SF .mm HONEYCRISP 2 BEDROOM/DEN 1.592 SE 2 7 2 2 8 12,7.365E q LIBERTY 2BEDROOM 0�- _p• — 9 - 2 • 4 4.9 BS gF "ti^ 'I RO ,2jp ME BEAUTY 2 BEDROOM/DEN 2 2 _ 2 1 7 11 $F ! SOUTHERN ROSE 2BE0R46180EN 1,6125E 1 _ 1 _ �r i 1 4 S1Q Sf _SOUTHERN ROSE PLUS 2BEDROOM 1.65:SF .D O Y 2 2 a 7,194$F I A•A•y • r SOUTHERN ROSE SUN 2 BEDROOM/DEN 1,l50 SF 3 3 3 2 11 _ 19•2}OSF i LEVEL ONE WASHINGTON 2 BEDROOM 1,3165E 1 1 ,yr I 5.240 SF r FLOOR PLAN PLUS w/SUNROOM 2BECHIDOM 1,46!$F• 6 2 • p tl 2 2,936 SF WASHINGTON w/SUNROOM 28E0AO0 1461 SF 1-�_ ._ 1 T_I I S,fi32 SF ,VORK 2 BEDROOM 1 apt SF I L- a — C ,O 't.� I 1,d01 5F �5915 23 26 20 21 99 153,1336 SF I ?e" I ° SITE PLAN REVIEW 10/09/2019 LOWER LEVEL LEVEL ONE LEVEL TWO LEVEL THREE LEVEL FOUR - PROGRESS UPDATE 1 1/1 912 0 1 9 1 1 REVISED SUBMISSION 11/27/2019 •COMMON SPACE 089 4944 SF 3,0098F' DSF OSF 12,9935E L ' REVISED SITE PLAN 07/22/2020 INDEPENDENT LIVING BOB. 43,966 SF CLASS SF 442,771 SF 42,020 SF 1136,895 SF • PARKING 53,391 OP OSF 0BF 9SF 0SF 53,391 SF h 53,281 Sc 53,S53 SF 51.444 SF 52,771 91- 42.020 SF 953,179 SF 1 I I r # l _, 11 r J E m—1—.. .f�! , ► LEVEL ONE FLOOR PLAN : ■ I _. s r R1 75372-19037 BOS am2.7, BCS SHEET A2 .2 POPE •1 11 I I[ 1 i I 1 1 POPE ARCHITECTS 1295 BANDANA BLVD N,SUITE 200 ST.PAUL,MN 55108-2735 • ■ (651)642-9200 I FAX(651)642-1101 BLDG w 9 f� a ww.papearch.com STOR _ GARDEN PROGRAMMING www.popearch.com Yi�. j l I� + 'a r f 7 CIRCULATION UNITED PROPERTIES ` III T [ _ :: H0P65BVS ( 05F) 0 COMMON SPACE APPLEWOOD POINTE BIKE/-• i Lr b GARDEN STOR I ■ • I CjS'. ''�+1L - � � PARKING i + i I I I { .STAFF OF APPLE VALLEY a • if/ SUPPORT• APPLE VALLEY, MN I. • • • •,,,PARKINS .• •SPACE` • MECH 1f ■ ILO % t ♦ 1.MAINT •�----RES CAR WASH - ■ � 0/4 OFFICE-� STOR 8 BIKE REPAIR _ I 1 y • tik.• ---ELEV \ \\ LOBBY WATER UNITED PROPERTIES -TRASH I �- TRASH ' ♦ STAGING ♦ ' / RESIDENT /15 STORAGE • / UNIT MIX •11 • UNIT NAME UNR TYPE AREA 1EVEL 1 LEY•EL 2 - LEVER LEVEL 4 TOTAL UNIT AREA 1 •i INL]E'YEHOENRLIYING • -- - .. URAFELIRN 213EGROOM 1,304 SF 2 -.2 _ 2 I 7 9,17E SF BRAEAURN wl$UFBTOOM 29E646 1, 9 SF 3 2 3 ' 1v7 13,94o SF Hs 00R11.ANO 2SEOOM 34 R170M 1 5F _,7S9 SF 2 .2 2 :a ! 10,S51 •GRISPIN 2 9EOROOM 1,993 SF 2 2 2 7 e 12354 SF I . I FIRESIDE 2EEOROPLV�E13 !.642`rF ! 2 _ 2 2 _ 7 11,1995E ELEV • . BE0ROOt9 !Lads 5f I 1 I 1 4 4,624 SF LOBBV ' HF CALA •x 6EOROONAENI 1•630 SF. I 2 i 2 7 1231535F RQNEYCRCSP 2 BED M1FIO ROOEN 1.592SF 2 2 2 _ 2 8 17,7365E TRASH • OBE RFY 2SE OROOM 0"" .__ 0,_ 1- 2 2. - 4 3.I45 SF 1101,1E BEAUTY 2 9EDROO55OEN 2 2 __ 2 I 7 1$,231 SF - SOIJTHE RN BE ROSE 2DROOAMI.Ek 1,6125E I 1 I 1 4 6,44E SF "SOIXTHEBIA ROBB PLUS 29E080(M • 1.E51 SF� " ..17 1 -_:j .; 2 • '2 . 4 1,idi3F - • LOWER LEVEL sou.IERN ROSE BUN 3 8 .'1DE!'1 EDHD 1.750 SF 3 3 1 2 11 19.7503F iWASHINDTON 7BEORO3BA Laic SF 1 1 I I i 5,240 SF jf FLOOR PLAN .VPAS4ii14GTON PLUS W)SUNRGOM a BE BAOOF/ 1,463 5F• __ 9 2 L. Via.• 'a :G_ I 2.935 Sc — 1yABHBIGID MSLINROCM aREDROOM I ABA3F� 1 1 1 I ! 5.0325E Illi •faAri •2 BEOR00M 1,401 6F 1 1 �i iX.=::=i1T•:�'L': -_- 1.401 sr kanad§ww: 23 4. 4 21 9! 155.3955E • ' SITE PLAN REVIEW 10/09/2019 PROGRESS UPDATE 11/19/2019 LOWER LEVEL'LEVEL ONE LEVEL TWO LEVEL THREE LEVEL FOUR --•-- - - REVISED SUBMISSION 11/27/2019 — REVISED SITE PLAN 07/22/2020 LOMMG5 SPACE 8SF 9,5a4 SF 300E Sr 0SF SSP IxaB35f_ .. .. I00EFENOENTL NANG 363 43.5683E 45,436.5E 52,771 Sf 4.3,9303F. 1EEJ32S.SF "..-. ..- - PARKING 53.3E1 BF 05F 09F a 090 _"S3,Sli SF: ■ 53,3E1 BF 53,553 SE 51,514SF 52-771 SF 42,220.59 753:1"RSF 10.011 - --- — - -4 15 LOWER LEVEL FLOOR PLAN f9IISS1h: 75372-19037 — — )'I BCS 0- 1" =30-0" air, BCS IMM SHEET A2 . 1 U J J J m cc; LEGEND as I o oco .o — — PROPERTY LINE O O o H co Q Q RETAINING WALL N .- N 0 N O O N- I PROPOSED CURB AND GUTTER Q QJ o I H w H u) 0 co 0 � w _• U w > o fir, r, E IY �- — — _ —x� EXISTING PROPERTY LINE U U Jo PROPOSED OFF SITE I I — — — — — �' --x___ * a IMPROVEMENTS;TO BE I _ _ —-- COORDINATED WITH I — — — — — _ _ �_ c CITY AND COUNTY I * I 0 _ — — — X� „ 583�43'55"E -�=- .69Z8 —X=x m L � � � — — — ��x—x I _ , -- — x _�_ x-- =----x— ........ T Z -a IF I — _ x x=x _ c=6 I — — _ _ _ X=x_x_x_X_ < < - - -' — / ` ' x O Z �q o I ri 1 I I 1 �_ I x J a I I ¢, . Q @ I ! 0 x U 0 I I o _. a• _ (.9 = a: yr .N I II ko Nt Ili >% § R Lii 2 IL 'DONOTENTERSIGNAGE SENIORHOUSING -� / Clij —CO BUILDING `,c�, ,,, PROPOSED RIGHT-IN I I L — — — I I I GARAGE ENTRANCE FIRE HYDRANT LEVEL 1:990.0 ? I '� ACCESS ONLY e--1-1 COVERAGE x Y LEVEL B:979 LEVEL B:979.0 ` / I I 49.08 °' n 1 (300'RADIUS) I / / E N IA M! MI WIN-.NM Illiir PROPOSED 2"DOMESTIC WATER SERVICE � � R � / _ IDr t� \ RP OPOSED "FIRE WATER SERVICE I I I di o O§ _o_ p"'% -----I '--------0- ------------- ' */*/* ----- ---- __ I111. IFM--. �� ::hg::: o i \ I e— O o of 1\ o? il I I \- �/ ... MAIN ENTRANCE �� --- ) --- o LEVEL 1:9904 " B I 1 PROPOSED RIGHT TURN LANE. `� iiir H `,�� IL I _at o ' o TO BE COORDINATED WITH i/ �C� �kiftif/ PROPOSED FIRE HYDRANT o - — �- ® ® °�� � m o�, O O O w . .7:72:770.72,11 ,i, !oh- � LOT 1 m CITY AND COUNTY I p p CO 11 a I ��� �� �� � I I I I I I I �l � • 3 � �n� o � Y o L o I x 12.92 20.00 W = ` '�, 'NO PARKING THIS SIDE OF Ili O x a < w IY p w z �� \ �� STREET'AND'FIRE LANE'SIGNAGE o N TOWN HOUSE ,\ I ® I Smeal Platform RM 100ft I xlili! o LEVEL B:965.0 TOWN HOUSE \ PROPOSED PARKING \' /� z xg N 4./ feet = � � _ LEVEL 1:978.0 \ LEVEL B: 0 PROPOSED FIRE LANE; PROVIDE / x Width 8.33 pct Q Z N N 968 / F FIRE LANE'PAINTING AND SIGNAGE • ` I J z :31 = 6 0 I TOWN HOUSE v �� \ �� Track 7.83 m o LEVEL 1:980.0 r\ �� Lock to Lock Time 6.000 E o ? z w ww QC7z H w LEVEL B:970.0 = a .- Q I I A��' v v �� x Steering Angle : 48.0 _ �, w o o TOWN HOUSE �� / f, ti \ % � ��I FIRE HYDRANT I I z W W p cO LEVEL 1:982.5 PROPOSED I CO G J J U o- r i `: \\ PRETREATMENT (300'RADIUS) I W o N O= 4 LEVEL B:972.5 Itk‘-0 ` FOREBAY AREA I o w o \ Ico O N fn Q o O I �� \ Iti" THE VEHICLE MANEUVERINGS IDENTIFIED ON THIS PLAN Q o Q w m o J I \ "" ,.�� NO PARKING THIS I WERE PREPARED USING AUTOTURN SOFTWARE AND = r O w Z z Y EXISTING I OUTLOT A TOWN HOUSE ' \' SIDE OF STREET AND x DOES NOT NECESSARILY REPRESENT ACTUAL Y Q v0�i a w — PROPERTY LINE LEVEL 1:983.5 ;��, s'FIRE LANE'SIGNAGE CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL o o (� W LEVEL B:973.5 " \ — I FACTORS. THIS ANALYSIS SHOULD NOT BE USED AS THE U �' \ i - x SOLE BASIS FOR THE CLIENT'S DECISION MAKING U o Q ♦ /L ' I • 0 i n �` I I r LEVEL B:974.0 / I CO 111 , „ ),,‘,, \ r r r r , x T / � � � � 0 Z U) o I � rrrr TOWNHOUSE j I � rrrrrr / / LEVEL 1:984.5 I- p;! I a 17_1— rrrrrr LEVEL B: rrrrrr PROPOSE i Q c I I r r r r r r ' I I I n l E HYDRANT x ■ I a— 4� '- PROPOSED STORMWATER \ ,�,' x I I MANAGEMENT AREA / i�al� � Z- 2\ IIS/11I1 I x o IX �� I rrrrrr �A ��� I Z x H , / , / , / t 1.1. , / , / z_____/__.._/ 0\ N. II I I x II_ II I I PROPOSED I ' ETREAOTMENT Q I IL' -- PROPERTYLINE IxAREAREDICATED / / — I xJ III I PROPOSED PROPERTY LINE - - J L \ r Z r Ji O H — — — — — — — — — — PROPOSED RIGHT e ° j® I — TURN LANE.TO BE U _ COORDINATED WITH ii II ';I 11 FI - - - - - - - - _ N89'35'09"E - - - - - - - - - _ - - \ - - CITY AND COUNTY O O J ,� � 690.23 PROPOSED RIGHT-IN/ I < o `� Milj �� RIGHT OUT ACCESS PER CITY 0 LL 0 Q EXISTING \\\ • PROPERTY LINE -- cl— . (.., ® — �� STANDARD DETAIL STR-5 A/ ___ ________ , s),_ --- ___ ---- - --- - --- - _ / \ Z a Z a U s — -- O o 0 1�"`rq'�' NORTH a �I Fir---------- W a L ------------------------------------ , C , m1_II .4�� a J Cl. < aU. GRAPHIC SCALE IN FEET Z a 0 > ROAD PROPOSED OFF SITE 0 20 40 80 _ a W o IMPROVEMENTS;TO BE _1 0 COORDINATED WITH _ a JI E CITY AND COUNTY J Q U o llJ SHEET NUMBER Y a. C401 U J J J m „; LEGEND a) I I D o rn as N N o - - PROPERTY LINE o N o H u IN N- N- < Q RETAINING WALL N .- N 0 C O O N- N PROPOSED CURB AND GUTTER L 0 2 I y _ I �- - _ _ �X— EXISTING PROPERTY LINE U U PROPOSED OFF '.ITE I - - - _ _ —x IMPROVEMENTS;Tv BE I 0 _ _ '��x_ Nn COORDINATED ITH - - - _ _ � c CITY AND COU TY I * I 0 _ - - _ _ _ __ x� „ 583�43'55"E I =— �szsL _X x _�—x—x __ _ n3 L , _ x x x C) N z -I - - - _ _ =x x- -X�x--x � r Q I - - - - _ _ =x=x 0 CI - - _ _ _ _�-x_xx_x_x_ c I --- - - ---- -.alia. a I 0I L.. Y rc CDx Z Z I--1 I�I 1 �`� I ! w J (6 IP I I Q 0 c�a I L� Z.f x U -0 I O H 0 1 I 1 1 I I 1 1 1 I ri ,N o v O c p 1 : 14 x Q H J co I :om' 10 - w 2 1 �: x o � ZY O 2 w o • -C I 2 co II SENIOR HOUSINGS I x CU _1 w a I BUILDING f`� I E PROPOSED "IGHT-IN I I L - - — 0 GARAGE ENTRANCE LEVEL 1:990.0 � Y E E, � iiMME 3 AC —S ONLY \ \ \ \ LEVEL B:979 LEVEL B:979.0 . x rn H I _ M I „r) S. \ 0 0 '� �� x N w ' � \ \ \ \ — — III 19.00 3 1=1- 0 3 _o MAIN ENTRANCE? il 1 iiT - \ \ & o LEVEL 1:990 " n,mi ��/( � iiie PROPOSED RIGHT TU^ ANE. \ \ \ ` / k �o o TO BE COORDINAT1 D WITH �/ % o m 'l a> CITY AND •u NTY1 i o \ v�\ ° LOT 1 3.00 11 .00 L.LiQ Z F p_ �' v I I azo � v o I x PASSENGER CAR za ° w w o QLU I I \ ° N x feet �� � �° Z a N In I p Z U N a I TOWN HOUSE \ \ ° o N N x Wldth 7.00 o z Q J m I 1 LEVEL B:965.0 \\ o I Track : 6.00 . c = Q N o TOWN HOUSE \ � " } o >, LEVEL 1:978.0 \ I Lock to Lock Time 6.0 z o LEVEL B:968.0 \\ � �i x Steering Angle 31 .6 }°i Q F o O TOWNHOUSE #4.4%* r F ID I Y. w -� QwO I LEVEL1:980.0 \ r r\ /� � vcc - zWW I `w LEVEL B:970.0 \ r �, F / I = r w oI- o- c� i I \ r \�o \I � \ r� ��� I THE VEHICLE MANEUVERINGS IDENTIFIED ON THIS PLAN z U U ` TOWN HOUSE r rx \ PROPOSED F A WERE PREPARED USING AUTOTURN SOFTWARE AND g J J o LL o I \ LEVEL 1:982.5 \ I I O \ PRETREATMENT DOES NOT NECESSARILY REPRESENT ACTUAL U o o i O 2 \ LEVEL B:972.5 \ x w N i/1 I \ FOREBAY AREA I I CONDITIONS NOR DOES IT ACCOUNT FOR EXTERNAL 0 w o Z I \ \r r _ ' x FACTORS. THIS ANALYSIS SHOULD NOT BE USED AS THE ;co a o Q m } Q — \ m J �, I I \ \#\% \� r r � � I \ SOLE BASIS FOR THE CLIENT'S DECISION MAKING Q C o o z z o Ill N!^'' EXISTING I \ OUTLOT A TOWN HOUSE . \ r Y Q a w r x 2 r w u) f PROPERTY LINE LEVEL 1:983.5 \ r ,- co p p v uJ � � ','� � LEVEL B:973.5 \ U � I N % ‘, ii • x w a I ` \ \ TOWN HOUSE / O ' I LEVEL 1:984.0 x u) r LEVEL B:974.0 / Z rr \ _ i W Q ct W / r r r r i x W (n o - rrrr TOWN HOUSE I c 0 I / / LEVEL 1:984.5 x r r r r r r \ U. 0 Lill I / t r r r r r r / / LEVEL B:974.52\�\ Q PROPOSED STORMWATER \ \ \ I T U aS MANAGEMENT AREA / / \ x i \ 0 � � � � � � �� I 0 Q O 0 • rrr / \ I CO I �/ / x 5, c) U 2 a) 2 . I _/ / / / / / / / z_f...._./ L \ xCC PROPOSED // PROPOSED \ __ o.-_ Z PRETREATMENT !# x Q w I I I I -PROPOSED 25' PROPERTY LINE \ I x��� J '^ 0_ n3 I DEDICATED / F/_EBAY AREA / /) I V, Q .� RIGHT OF WAY J L - ' - — _j —x 7 PROPOSED PROPERTY LINE T - - - - \ I LO 0 _ _ - - - - - - J - - - - - - - \ PROPOSED RIGHT-IN/ PROPOSED RIGHT \ \ RIGHT OUT ACCESS PER CITY 0 111 0_ aa) e �® STANDARD DETAIL STR-5 TURN LANE.TO BE -� COORDINATED WITH 12 = J o a - - - - - - - - - 1 - I CITY AND COUNTY LL O N89'35'09'E - - \ + J - - - - O w W � � �n I \ 690.23 , I \ I � � < � 0 Q EXISTING c \\ PROPERTY LINE E /_I \ _ O W z V. L._ w W N --,u) , __guni ! /k, s),_ Z o J a Z 0. a LuMo i � NORTH a(cp GRAPHIC SCALE IN FEET z a 0 > o ROAD PROPOSED OFF SITE 0 20 40 80 _ w o IMPROVEMENTS;TO BE J J0-I E COORDINATED WITH f1n ,.aCITY AND COUNTY J U oLiJ SHEET NUMBER Y EX 1 • ITEM: 4.G. ..... Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Easements for Project 2020-101, 2020 Street and Utility Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Public Works Department ACTION REQUESTED: Adopt resolution accepting easements for Project 2020-101, 2020 Street & Utility Improvements. SUMMARY: In order to address some rear yard flooding and to provide some additional storm sewer to serve the neighborhood, it was necessary to obtain a drainage and utility easement from two (2) impacted properties along Beaumont Court. The storm sewer work is to be included as part of third phase of construction in the Cimarron neighborhood. The proposed storm sewer and associated clearing and grading were included in the bid. BACKGROUND: On September 26, 2019, City Council adopted Resolution 2019-110, directing preparation of plans and specifications and accepting feasibility study for Project 2020-101, 2020 Street and Utility Improvements. On February 13, 2020, City Council adopted Resolution 2020-16, approving plans and specifications and directing receipt of sealed bids for Project 2020-101, 2020 Street and Utility Improvements. On March 26, 2020, City Council awarded a construction contract to McNamara Contracting, Inc., in the amount of $4,403,965.50 for Project 2020-101, 2020 Street and Utility Improvements. Resolution 2020-38 BUDGET IMPACT: N/A ATTACHMENTS: Resolution Agreement Agreement CITY OF APPLE VALLEY RESOLUTION NO. 2020- A RESOLUTION ACCEPTING EASEMENTS FOR PROJECT 2020-101, 2020 STREET &UTILITY IMPROVEMENTS WHEREAS, in order to construct the improvements it was necessary to acquire permanent easements from residents; and WHEREAS, the City Council believes it to be in the best interest of the City to accept the permanent easement necessary for construction and perpetual existence of the improvements. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. The City of Apple Valley has accepted a permanent easement dated September 11, 2020, from Larry Fast and Deann Fast, married to each other, consisting of an area of 2,060 sf, in consideration of the sum of One Dollar($1.00). 2. The City of Apple Valley has accepted a permanent easement dated September 15, 2020, from Nathan Linscheidt and Julie Linscheid, married to each other, consisting of an area of 3,704 sf, in consideration of the sum of One Dollar($1.00). 3. No other goods or services were provided by the City of Apple Valley in consideration of said easements. ADOPTED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk PERPETUAL PUBLIC DRAINAGE AND UTILITY EASEMENT This Perpetual Public Drainage and Utility Easement is made this 10th day of September, 2020, between Larry Fast and Deann Fast, married to each other, (hereinafter referred to as "Landowners"), and the City of Apple Valley, a Minnesota municipal corporation, organized under the laws of the State of Minnesota(hereinafter referred to as "City"). WITNESSETH: That the Landowner, in consideration of the sum of One Dollar($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant and convey unto the City, its successors and assigns, a perpetual public drainage and utility easement over,under and across the following described property: The westerly 30 feet of Tract A,Registered Land Survey No. 5, according to said plat on file and of record in the office of the Registrar of Titles, in and for,Dakota County,Minnesota. Said easement is to extend by its full width from the South line of said Tract A to a line projected easterly at a right angle to and from a point on the West line of said Tract A,distant 74.09 feet northerly from the southwest corner of said Tract A. The grant of the foregoing permanent easement for public drainage and utility purposes includes the right of the City, its contractors, agents and servants to construct, reconstruct, inspect, repair, maintain and operate various storm sewer systems including all necessary manholes, catch basins, connections, appliances, and other structures and appurtenances as may be deemed necessary by the City over,upon, along,under, and through, said indicated easement,together with right of access across the property for necessary workers and equipment to do any of the above work. The right is also granted to cut down, trim, or remove any trees, shrubs, plants, or other appurtenances on the easement that interfere with the operation of the storm sewer or other utilities. No permanent structures shall be placed on said easement but may be used at the Landowner's risk for gardens, shrubs, landscaping, or other purposes that do not then or later interfere with the aforesaid uses or rights. And the Landowners, for themselves, and their hairs and assigns, does covenant with the City, its successors and assigns, that they are the fee owner of the lands and premises aforesaid and have good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowners have caused this easement to be executed as of the day and year first above written. LANDOWNERS: , e/__ _)-- -mdi Larry Fast n l� g. i-6_z/- Deann Fast STATE OF MINNESOTA ) ) ss. COUNTY OF t ) The foregoing instrument was acknowledged before this 10th day of September, 2020, by Larry Fast and Deann Fast,married to each other. 1. �i it " "' ' TREVOR JAMES BECKKMAN Not,ry Pu ripr - - - NOTARY PUBLIC-MtNNESO'TA d''' t MY COMM SS ON W RES 11311202i THIS INSTRUMENT WAS DRAFTED BY: Dougherty,Molenda, Solfest,Hills&Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley,MN 55124 (952) 953-8847 2 August 26, 2020 Perpetual Drainage and Utility Easement Over: TRACT A, REGISTERD LAND SURVEY NO. 5, Dakota County, Minnesota A perpetual public drainage and utility easement over, under and across the westerly 30 feet of Tract A, Registered Land Survey No. 5, according to said plat on file and of record in the office of the Registrar of Titles, in and for, Dakota County, Minnesota. Said easement is to extend by its full width from the South line of said Tract A to a line projected easterly at a right angle to and from a point on the West line of said Tract A,distant 74.09 feet northerly from the southwest corner of said Tract A. This survey plan or report has been prepared by me or under my direct supervision and I am a duly licensed Land Surveyor under the laws of the State of Minnesota. Ronald P.Alwin, PS License No. 17765 \ I WESTERLY LINE OF TRACT A,R.L.S.NO.5 0 50 TRACT A, REGISTERED �T T / LAND SURVEY NO. 5 ' SCALE IN FEET " — ‘ • o W ;-_ W W ___ (7 VQ p O 5 M , N / 1 O i Z � \ 1 \ SOUTHWEST CORNER \ _� OF TRACT A RLS NOS— �\ - f 1 -----\ / I / r_ Ln / r-• ' `1/�r-- t:-: / r i h! 1 v L.-- Co I ill 1 O / 1 /i 0/1 , v ` IN / r /41 1 :/ I _may Nhi '—' / co nt 3 / // EASEMENT EQUALS va / 2,060 SQUARE FEET 1- PROPOSED EASEMENT DESCRIPTION / a 0 SURVEYOR'S CERTIFICATION u"., A perpetual public drainage and utility easement over,under and I hereby certify that this survey,plan,or report was prepared o across the westerly 30 feet of Tract A, Registered Land Survey No.5, by me or under my direct supervision and that I am a duly EIS according to said plat on file and of record in the office of the Licensed Land Surveyor under the laws of the State of Registrar of Titles,in and for, Dakota County, Minnesota. Minnesota. rn al Said easement is to extend by its full width from the South line of said Tract A to a line projected easterly at a right angle to and from41/11 08/27/2020 a a point on the West line of said Tract A,distant 74.09 feet northerly Ron P.Alwin Date o from the southwest corner of said Tract A. License Number 17765 S ©Bolton&Menk, Inc.2020,All Rights Reserved a, N EASEMENT EXHIBIT Tract A,REGISTERED LAND SURVEY NO.5, 124 BEAUMONT COURT, APPLE VALLEY, MN DAKOTA COUNTY,MN BOLTON I 2035 COUNTY RD D EAST,SUITE B 0 MAPLEW(O D;MI0499 OTA 55109FOR: CITY OF APPLE VALLEY 0 JOB NUMBER: N14.117293 FIELD BOOK: DRAWN BY: DKS EXHIBIT A DESCRIPTION OF EASEMENTS PERMANENT: 3 PERPETUAL PUBLIC DRAINAGE AND UTILITY EASEMENT This Perpetual Public Drainage and Utility Easement is made this 18th day of September, 2020, between Nathan Linscheid and Julie E. Andrews Linscheid, husband and wife, (hereinafter referred to as "Landowners"), and the City of Apple Valley, a Minnesota municipal corporation, organized under the laws of the State of Minnesota(hereinafter referred to as "City"). WITNESSETH: That the Landowners, in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, do hereby grant and convey unto the City, its successors and assigns, a perpetual public drainage and utility easement over,under and across the following described property: The westerly 35 feet of Tract B, Registered Land Survey No. 5, according to said plat on file and of record in the office of the Registrar of Titles, in and for, Dakota County, Minnesota. Said easement is to extend by its full width from the South line of said Tract B to the North line of said Tract B. The grant of the foregoing permanent easement for public drainage and utility purposes includes the right of the City, its contractors, agents and servants to construct, reconstruct, inspect, repair, maintain and operate various storm sewer systems including all necessary manholes, catch basins,connections,appliances,and other structures and appurtenances as may be deemed necessary by the City over, upon, along, under, and through, said indicated easement, together with right of access across the property for necessary workers and equipment to do any of the above work. The right is also granted to cut down,trim,or remove any trees,shrubs,plants,or other appurtenances on the easement that interfere with the operation of the storm sewer or other utilities. No permanent structures shall be placed on said easement but may be used at the Landowners' risk for gardens, shrubs, landscaping, or other purposes that do not then or later interfere with the aforesaid uses or rights. And the Landowners, for themselves, and their heirs and assigns, do covenant with the City, its successors and assigns, that they are the fee owners of the lands and premises aforesaid and have good right to grant and convey the easement herein to the City. IN TESTIMONY WHEREOF, the Landowners have caused this easement to be executed as of the day and year first above written. LANDOWNERS: Yth .,n Linschei ' )&-SLIL- d - s atAll)k-QAAIY i E.Andrews Linscheid (.,.: _k_u\stik.04 STATE OF MINNESOTA ) )ss. COUNTY OF \x,a\c ) The foregoing instrument was acknowledged before me this 18th day of September, 2020, by Nathan Linscheid and Julie E. Andrews Linscheid, husband and wife. °`1 , WENDY L DAVIS /<,�. -"ck, - NOTARY PUBLIC A� .'1�'�_,'.-' MINNESOTA Notary Public r,.��• MY Commission Expires Jan 31,2025 THIS INSTRUMENT WAS DRAFTED BY: Dougherty,Molenda, Solfest,Hills&Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley,MN 55124 (952)953-8847 2 I EXHIBIT A DESCRIPTION OF EASEMENTS PERMANENT: I 3 August 26, 2020 Perpetual Drainage and Utility Easement Over: TRACT B, REGISTERD LAND SURVEY NO. 5, Dakota County, Minnesota A perpetual public drainage and utility easement over, under and across the westerly 35 feet of Tract B, Registered Land Survey No. 5, according to said plat on file and of record in the office of the Registrar of Titles, in and for, Dakota County, Minnesota. Said easement is to extend by its full width from the South line of said Tract B to the North line of said Tract B. This survey plan or report has been prepared by me or under my direct supervision and I am a duly licensed Land Surveyor under the laws of the State of Minnesota. Ronald P. Alwin, PS License No. 17765 ------ ------ 1 Jar i ------ ---)------- \ "irk rT� VW I 1 , , , V �A/ I :__• 0 50 I :_; SCALE IN FEET I -- `ry TRACT B, REGISTERED ,2, r LAND SURVEY NO. 5 i. ;;.1 O z z el U.' _ 1 1 W V, U W 1 Q Q JY. Z W J m C J W I� W a / It SQOINEillVAH- '-*/ 80P LS NO'`' __ � i,,'0? "- , r- r• , r. r 1 Fr , �y� ,.- A .i I-e-I ,% ', f 00 O O J N n N W I ae I v I ' EASEMENT EQUALS u 3,704 SQUARE FEET J ee ____---- co H PROPOSED EASEMENT DESCRIPTION SURVEYOR'S CERTIFICATION N 0 x I hereby certify that this survey,plan,or report was prepared ® A perpetual public drainage and utility easement over,under and by me or under my direct supervision and that I am a duly a across the westerly 35 feet of Tract B,Registered Land Survey No.5, Licensed Land Surveyor under the laws of the State of > according to said plat on file and of record in the office of the Minnesota. 0-3 Registrar of Titles,in and for, Dakota County,Minnesota. VC)'130aCil-- N Said easement is to extend by its full width from the South line of 08127/2020 m said Tract B to the North line of said Tract B. Ron P.Alwin Date License Number 17765 0 a m ©Bolton&Menk,Inc.2020,All Rights Reserved N EASEMENT EXHIBIT Tract B,REGISTERED LAND SURVEY NO.5, Tr 122 BEAUMONT COURT,APPLE VALLEY, MN DAKOTACOUNTY,MN ._ , ® BOLTON 2035 COUNTY RD D EAST,SUITE B & M E N K MAPLEW(0 D)1704-99 OTA 55109 FOR: CITY OF APPLE VALLEY JOB NUMBER: N14.117293 FIELD BOOK: DRAWN BY: DKS • ••• ITEM: 4.H. ..... .... Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Project 2020-136, Orchard Place Utility Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Public Works Department ACTION REQUESTED: 1. Adopt resolution approving amendment to preliminary subdivision approval. 2. Approve Waiver of Objection to Special Assessments with Rockport, LLC, for construction of public infrastructure relating to Project 2020-136, Orchard Place Utility Improvements. 3. Adopt resolution accepting easements for Project 2020-136, Orchard Place Utility Improvements. 4. Adopt resolution awarding agreement for Project 2020-136, Orchard Place Utility Improvements, to McNamara Contracting, Inc., in the amount $663,544.00. SUMMARY: In order to facilitate construction of the required site improvements, an amendment to Item 7 in the attached Preliminary Subdivision resolution is provided to allow Award of Contract for utility work to occur while obligations for construction of a storm water pond occur simultaneously. The amended language in the resolution reads: • Council may award a contract for the installation of utilities so long as the City has required the necessary easements, the owner has waived the right to object to assessments, and the Owner has complied with the conditions of the Private Installation Agreement for construction of the pond. A condition of approval of Preliminary Plat with Rockport, LLC, required a Waiver of Objection to Special Assessments for City staff to administer the Construction of Public Improvements, which has been provided by Rockport, LLC. Rockport, LLC has requested that efforts for construction of public infrastructure serving the site proceed prior to their receipt of final plat approval for the development. This would require dedication of required drainage and utility easements along with temporary construction easements to be in place at the time of award of contract. Required easement dedications have been provided by Rockport, LLC. On August 25, 2020, twelve (12) bids were received for the 2020-136 Orchard Place Utility Improvements project as described within the attached bid tabulation. Base Bids ranged from $663,544.00 to $1,169,989.00. McNamara Contracting, Inc. submitted the low bid in the amount of $663,544.00. The low bid was $552,572.50 under the Engineers estimate of $1,216,116.50. A standard City agreement will be utilized for this project. Construction is estimated to start in October 2020 and be substantially complete by December 2020. BACKGROUND: On May 9, 2019, City Council Approved Design Agreement with Rockport, LLC, for design services of public infrastructure relating to Project 2019-139, the proposed Mixed Use Business Campus - Feasibility Study. On March 12, 2020, City Council Adopted Resolution 2020-30 Declaring Adequacy of Petition and Ordering Preparation of Feasibility Report for Project 2019-139, Mixed Business Campus Public Improvements. On April 23, 2020, City Council Approved Design Agreement with Rockport, LLC, for Project 2019-139, Mixed Business Campus Feasibility Study. On April 23, 2020, City Council Approved Design Agreement with Rockport, LLC, for Projects 2020-134, 2020-135, and 2020-136, as part of Orchard Place Public Improvements. On June 11, 2020, City Council Adopted Resolution No. 2020-70 receiving the Feasibility Report and Calling for a Public Hearing relating to Project 2019-139, Mixed Use Business Campus - Feasibility Study. On July 9, 2020 City Council adopted Resolution No. 2020-76 approving feasibility report and Resolution No. 2020-77 ordering Public Improvement Projects 2020-134, 2020-135, & 2020-136. On July 23, 2020 City Council adopted Resolution No. 2020-80 approving plans and Specifications and directing receipt of sealed bids for Project 2020-136, Orchard Place Utility Improvements. BUDGET IMPACT: Project costs and funding included in the adopted 2020 operating budget are summarized as follows: Estimated Project Costs: Estimated Costs Awarded Costs Construction Cost $ 1,216,116.50 $ 663,544.00 Construction contingency 268,231.50 100,757.00 Engineering Design, Contract Admin 371,087.00 371,087.00 Total Estimated Cost $ 1,855,435.00 $ 1,135,388.00 Estimated Project Funding: Sanitary Sewer Fund (City Trunk) $ 88,981.00 $ 100,000.00 Special Assessments 1,766,454.00 1,035,388.00 Total Estimated Funding $ 1,855,435.00 $ 1,135,388.00 ATTACHMENTS: Map Resolution Agreement Resolution Agreement Resolution Exhibit ••• •••• ••••• •••• ••• • 2019-139: Mixed Use Campus Figure 2: Proposed Phasing BOLTON Apple City of Apple Valley May 2020 & MENK Valley -F 1 1 150th Street (CSAH 42) ir II IIIHIIIIIHI r---- — , 1 h J C - -1 I i - - - / 010350002010 I 1 - I i I rI — - 1 - \ 1 1 1 —L —p— IF ( ' a' ' a' '1 I T li N. n - - - - _ 52nd S 1 u A . 1 i�r--� 7 II II 010350003011 1 - - 1 I II - - �_ - _1 153rd Street 1 = - - J ! , L 1 I ■ • 2020-13 : IIII L II — •R CE PILO • NO tAls,A A '7ROVE NTdi/ 7 I I I�� ! fr 1 155th Streelt l l l l l I 1--k-v 1 [ /1 ii_ / i ,I=Imor, II a .� _ _ - - - _ IIII IIIIIIIII \ IIII PHASEI '*� I ( III( ",_ u, 1 - 1 ,.... - - PHASE ! III d ;; „ \,),- CITY PROJECT 2020-136: CITY PROJECT 20'0 E A 1 ORCHARD PLACE 1 I-_ LEGEND ,; till 155TH AND ILO K •B�MN LJUTILITY IMPROVEMENTS 1 1 ROADWAY IiVt' ' • m = _ PHASE 1 WORK AREA 1 I ' ®® TAW (CITY PROJECT 2020-136) I__, ?- ®� �� _ J L e® pr PHASE 2 WORK AREA 1- . ��] , 010350075014 �� PHASE 2 METE � �� _ (CITY PROJECTS 2020 134&2020 135) ® L_J CITY PR J ECT 20 i 35:\\ �• • G G, ��' `-- I d �� I" I 7 ,i J ORCHAR PLACE •ITT K , _ _ - i = _ H', 4 — B� ��I ,� imer C-� TURN to P QVE11�1\N �• 1 nn.. �� K ��[i3� �B — - F 15 th tree I / 'IIIII2�� I I - v -r i m I l a� -I � - -7 \ ) 1 '5' mil pg§' % 1 ES /IZZ7OCCO -c 1 3 bcr,',<<\ M r - *,, \-\--\\>>2%-- - - - -or Uj 1 114 - m_ - _ - IIIIIII 1 1 J — i �► �� oc uj PHASE 2 ,t 11 2 - CITY PROJECT 2020-1354 I I ORCHARD PLACE PILOT N•�'� 1 160th t o ( H 46� , ) I a - - \ - - a L _ TURN LANE IMPROVE111 --SCALE F ET Q 2 CITY OF APPLE VALLEY RESOLUTION NO. 2020- AMENDMENT TO PRELIMINARY SUBDIVISION APPROVAL ORCHARD PLACE ADDITION WHEREAS,pursuant to Minnesota Statutes 462.358,the City of Apple Valley adopted, as Chapter 153 of the City Code,regulations to control the subdivision of land within its borders; and WHEREAS,pursuant to Chapter 153 of the City Code,the City Planning Commission held a public hearing on an application for subdivision of land by plat on February 5,2020; and WHEREAS,the City Planning Commission reviewed the preliminary subdivision for conformance with the standards of Chapter 153 of the City Code and made a recommendation regarding its approval on March 28, 2020, subject to conditions. NOW, THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the preliminary subdivision as depicted on the proposed preliminary plat to be known as Orchard Place, dated March 24, 2020. BE IT FURTHER RESOLVED, that said preliminary subdivision approval is subject to the appropriate rezoning,which must be completed prior to final plat approval. BE IT FURTHER RESOLVED,pursuant to Chapter 153 of the City Code,that the preliminary subdivision approval is subject to the following conditions,which shall be satisfied or incorporated into a development agreement to be considered for approval at the time of submission of the request for final plat approval: 1. The final plat shall be , configured to have four(4) lots and four(4) outlots (eliminating Outlot B as shown on the preliminary plat),unless the Applicant has executed a deed conveying Outlot B to Dakota County as of the date of City Council approval of the final plat, in which case the final plat shall contain five (5) outlots as shown on the preliminary plat. The final plat and deed to Dakota County shall be filed for record contemporaneously with the Dakota County Recorder prior to the issuance of any building permit(s). 2. Public street rights-of-way for 155th and 157th Streets West and Pilot Knob Road(CSAH 31) shall be dedicated on the final plat as shown on the preliminary plat, dated March 24, 2020. 3. Park dedication requirements shall be satisfied in accordance with Section 155.29 of the City Code. 4. To satisfy storm water pond dedication requirements, the Applicant shall design and grade a storm water detention facility sized to meet the over-all needs of the Property in accordance with adopted City standards for storm water management. Completion of the grading is required prior to City Council approval of the final plat. 5. Dedication on the final plat of draining and utility easements within the plat sufficient to serve all lots within the development, including the storm water pond identified in condition 4. 6. The Applicant shall be responsible for the installation of sanitary sewer and services; water main and services; storm sewer and facilities; streets; trail and sidewalks; street lights; utilities and traffic control (including signals) as necessary to serve the plat, constructed in accordance with adopted City standards. All costs associated with the design and installation of these improvements shall be paid by the Applicant or assessed against the property in accordance with the Feasibility Report for Project 2019-139 (Mixed Business Campus Public Improvements), to be approved by the City Council. 7. The Applicant shall be responsible for the completion of all items identified as "Improvements By Others"in the Feasibility Report for Project 2019-139 (Mixed Business Campus Public Improvements). Completion is required prior to City Council awarding contracts for the construction of improvements . City Council may award a contract for the installation of utilities so long as the City has required the necessary easements, the owner has waived the right to object to assessments, and the Owner has complied with the conditions of the Private Installation Agreement for construction of the pond. 8. The awarding of the construction contracts for Projects 2019-139 (Mixed Business Campus Public Improvements), 2020-134 (155th Street West and Pilot Knob Road Improvements), 2020-135 (Orchard Place Pilot Knob Turn Lane Improvements), and 2020-136 (Orchard Place Utility Improvements) shall be required prior to City Council approval of the final plat. 9. Agreements(s) waiving the right to object to assessments identified in the Feasibility Report for Project 2019-139 shall be executed by the property owner(s)prior to City Council award of construction contracts for Project 2019-139 (Mixed Business Campus Public Improvements), 2020-134 (155th Street West and Pilot Knob Road Improvements), 2020-135 (Orchard Place Pilot Knob Turn Lane Improvements), and 2020-136 (Orchard Place Utility Improvements). 10. Installation of pedestrian improvements in accordance with the City's adopted Trail and Sidewalk Policies,to consist of eight-foot(8')wide bituminous pathways along 155th Street West. 11. Submission of a final grading plan and lot elevations with erosion control procedures,to be reviewed and approved by the City Engineer. If the site is one (1) or more acres in size the applicant shall also submit a copy of the of the General Storm Water Permit approval from the Minnesota Pollution Control Agency pursuant to Minnesota Rules 7100.1000 - 7100.1100. regarding the State NPDES Permit prior to commencement of grading activity. 2 12. 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. 13. Dedication of one foot(1')wide easements restricting direct private street/driveway access to 155th and 157th Streets West except at locations approved by the City. 14. All lots and outlots are required to have access for ingress/egress to a public street. Easement(s)necessary to provide access are required to be submitted and approved by the City Attorney prior to City Council approval of the final plat and recorded with the plat. 15. Installation of a public or private street lighting system, constructed to City and Dakota Electric Company standards. 16. All landscaped areas shall be provided with automatic irrigation. 17. Construction shall be limited to the hours of 6:00 a.m. to 10:00 p.m. Monday through Friday. 18. Earthmoving activities shall be limited to the hours 6:30 a.m. to 5:30 p.m. Monday through Friday. 19. The City receives a hold harmless agreement in favor of the City as drafted by the City Attorney and incorporated into the subdivision agreement. ADOPTED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk 3 Waiver of Objection to Special Assessments This Agreement and Waiver of Assessment Appeal (the "Agreement") is entered by and between the City of Apple Valley, Minnesota (the "City"), a Minnesota municipal corporation, and Rockport LLC, a Minnesota limited liability company ("Owner"), as of the date of its complete execution. RECITALS WHEREAS, the Owner is the fee owner of certain real property located at 15497 Pilot Knob Road in the City of Apple Valley, PID No. 01-03500-75-016, legally described on Exhibit A, attached hereto (the "Property"); and WHEREAS, the Owner seeks to subdivide the Property for commercial development and has received preliminary approval from the City for a proposed plat identified as Orchard Place (the Preliminary Plat"); and WHEREAS, the City has been asked by the Owner to undertake various public improvements that benefit the Property, including utility improvements as identified in City Public Improvement Project 2020-136 Orchard Place Utility Improvements (the "Project"); and WHEREAS, the Owner has agreed to assume the cost of the Project as an assessment; and WHEREAS, the City proposes to levy a special assessment on the Property, associated with the Project, in a principal amount not to exceed $1,500,000.00 ("Special Assessment Amount") payable over 5 years together with interest at the rate of 5% per year with the first installments due and payable in 2022. NOW,THEREFORE, for good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged, the City and the Owner hereby covenant, and agree as follows: 1. UP FRONT PAYMENT FOR PROJECT. City agrees to front the costs to install the Project, that the parties agree benefits the Property. The parties agree that the benefit to the Property is equal to or exceeds the Special Assessment Amount. 2. REPAYMENT AND ASSESSMENT. The Owner shall repay the Special Assessment Amount through a special assessment to be levied by the Apple Valley City Council over a period of five (5) years together with five percent (5%) interest per year on the unpaid principal balance. Owner will have the option to pay the Special Assessment, without interest, for a period of thirty (30) days following the City's Council levying the assessment and certifying the assessment to Dakota County for collection. 3. OWNER'S COMMITMENT. Owner agrees and acknowledges that the Special Assessment Amount comprises Owner's financial responsibility to the cost of the Project. Owner, its successors, and assigns shall be responsible to make the assessment payments as and when due. 4. SUBDIVISION OF PROPERTY. If the Owner completes the subdivision of the Property, the unpaid Special Assessment Amount remaining due and payable at the time of subdivision shall be allocated to the lots designated for development as approved in the Preliminary Plat. 5. WAIVER OF OBJECTION OR APPEAL (MINN. STAT. § 429.081). The Owner hereby accepts the Special Assessment Amount for the Project to be levied against the Property in repayment to the City. The Owner hereby waives the right to object or to appeal the assessment pursuant to Minn. Stat. § 429.081. 6. ATTORNEYS' FEES AND EXPENSES. If the Owner breaches this Agreement, the Owner shall reimburse the City for all attorney's fees and costs associated with any such breach. 7. GOVERNING LAW. This Agreement will be construed and enforced in accordance with the laws of the State of Minnesota. 8. SEVERABILITY. To the extent any provision or part of this Agreement is void or otherwise adjudicated to be void or contrary to the law, it is the intention of the Parties that the rest of the Agreement shall be effective and remain a binding agreement. 9. WILLFUL AND KNOWING. Each party has signed this Agreement willingly and further agree and warrant that each has carefully read this Agreement and understands it. 10. COMPLETE AND BINDING AGREEMENT. The Parties agree this Agreement memorializes the entire agreement by and between the Parties with respect to the matters set forth herein, is binding on the Parties, successors, and assigns. The Parties also agree that there are no other claims, understandings, promises, or representations, either written or oral, by and between them with respect to matters in this Agreement. IN WITNESS WHEREOF, the Parties agree to all the terms and provisions contained herein. [Signature pages to follow.] Signature page for Owner Rockport, LLC, a Minnesota limited liability company By: yeit W . Peter W. Fischer Its: President STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) On this I(0 day of CePIC141 19(2020,before me a Notary Public within and for said County, personally appeared Pet& W. Fischer, to me personally known, who being by me duly sworn, did say that he is the President of Rockport, LLC, the company named in the instrument, and that said instrument was signed on behalf of said company by authority of the company and said Peter W. Fischer acknowledged said instrument to be the free act and deed of the company. ijC 1.`/1' Notary Public • ..,41 TRICIA A. BUCKMAN NOTARY PUBLIC-MINNESOTA f55,N! My Commission Explros Jan.31,2025 Signature page for City City of Apple Valley By: Mary Hamann-Roland, Mayor ATTEST: By: Pamela J. Gackstetter, City Clerk STATE OF MINNESOTA) ) ss. COUNTY OF DAKOTA ) On this day of ,2020,before me a Notary Public within and for said County, personally appeared Mary Hamann-Roland, Mayor of City of Apple Valley, and Pamela J. Gackstetter, City Clerk, City of Apple Valley. Notary Public This instrument was drafted by: Dougherty, Molenda, Solfest, Hills & Bauer P.A. 14985 Glazier Avenue, Suite 525 Apple Valley, Minnesota 55124 (952) 432-3136 MGD (66-38983) EXHIBIT A The North 1/2 of the southeast 1/4 of Section 35, Township 1115 Range 20, except those portions platted as Regents Point; Quarry Ponds Fourth Addition; and Quarry Ponds Fifth Addition. And except the following: That part of the North Half of the Southeast Quarter of Section 35,Township 115,Range 20 North, Dakota County, Minnesota, described as follows: Commencing at the southeast corner of Lot 2, Block 2, QUARRY PONDS FOURTH ADDITION, according to the recorded plat thereof,Dakota County,Minnesota;thence North 89 degrees 59 minutes 39 seconds East, assumed bearing along the south line of said QUARRY PONDS FOURTH ADDITION, said line also being the north line of REGENTS POINT, according to the recorded plat thereof, Dakota County, Minnesota, a distance of 100.00 feet to the east line of Johnny Cake Ridge Road as dedicated on said plat of QUARRY PONDS FOURTH ADDITION, and the point of beginning; thence North 00 degrees 03 minutes 14 seconds West, along said east line of Johnny Cake Ridge Road, a distance of 454.31 feet; thence East 594.38 feet; thence North 10.00 feet; thence East 221.60 feet; thence North 11.08 feet; thence East 121.46 feet; thence South 08 degrees 21 minutes 45 seconds West 73.42 feet;thence South 01 degrees 08 minutes 28 seconds East 195.53 feet;thence South 22 degrees 46 minutes 52 seconds West 59.39 feet; thence South 00 degrees 00 minutes 21 seconds East 162.40 feet to said north line of REGENT'S POINT; thence South 89 degrees 59 minutes 39 seconds West along said north line a distance of 657.20 feet; thence North 00 degrees 00 minutes 21 seconds West 10.00 feet;thence South 89 degrees 59 minutes 39 seconds West 250.04 feet to the point of beginning. CITY OF APPLE VALLEY RESOLUTION NO. 2020- A RESOLUTION ACCEPTING EASEMENTS FOR CITY PROJECT 2020-136, ORCHARD PLACE UTILITY IMPROVEMENTS WHEREAS, in order to construct the improvements prior to Final Plat it was necessary to acquire temporary construction easements and drainage and utility easements from Rockport, LLC; and WHEREAS, the City Council believes it to be in the best interest of the City to accept the permanent easement necessary for construction and perpetual existence of the improvements. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. The City of Apple Valley has accepted a drainage and utility easements and temporary construction easement dated September 16, 2020, from Rockport, LLC., in consideration of the sum of One Dollar($1.00). 2. No other goods or services were provided by the City of Apple Valley in consideration of said easements. ADOPTED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk DRAINAGE AND UTILITY EASEMENTS AND TEMPORARY CONSTRUCTION EASEMENT These Drainage nd Utility Easements and Temporary Construction Easements are made this day of , 2020, between Rockport, LLC., a Minnesota limited liability company ("Owner") in favor of the City of Apple Valley, a municipal corporation, organized under the laws of the State of Minnesota("City"). Owner is the fee holder of the property legally described as follows: See Exhibit"A" attached hereto ("Property") In consideration of the sum of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Owner does hereby grant and convey unto the City, its successors and assigns, permanent drainage and utility easements over, upon, across and under the following described premises: EASEMENT NO. 1: A perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota described as follows: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 1628.92 feet; thence South 0 degrees 34 minutes 34 seconds East a distance of 22.52 feet to the point of beginning of said parcel to be described; thence continuing South 0 degrees 34 minutes 34 seconds East a distance of 683.84 feet; thence South 28 degrees 15 minutes 42 seconds West a distance of 93.14 feet; thence South 8 degrees 21 minutes 45 seconds West a distance of 88.62 feet; thence South 1 degree 08 minutes 28 seconds East a distance of 195.53 feet; thence South 22 degrees 46 minutes 52 seconds West a distance of 59.39 feet; thence South 0 degrees 00 minutes 21 seconds East a distance of 162.40 feet to the northerly right of way line of 157th Street as dedicated per record plat of REGENTS POINT, Dakota County, Minnesota; thence North 89 degrees 59 minutes 39 seconds East, along said northerly right of way line, a distance of 372.62 feet; thence North 0 degrees 00 minutes 00 seconds East a distance of 87.56 feet; thence North 42 degrees 16 minutes 35 seconds East a distance of 149.90 feet; thence North 0 degrees 00 minutes 49 seconds West a distance of 277.80 feet; thence northeasterly, northerly and northwesterly a distance of 155.31 feet along a non-tangential curve, concave to the west having a radius of 80.52 feet, a central angle of 110 degrees 31 minutes 05 seconds and the chord of said curve bears North 0 degrees 05 minutes 30 seconds West; thence North 0 degrees 23 minutes 35 seconds West, not tangent to said curve, a distance of 125.17 feet; thence North 54 degrees 18 minutes 31 seconds West a distance of 63.02 feet; thence North 40 degrees 44 minutes 17 seconds West a distance of 46.46 feet; thence North 13 degrees 35 minutes 49 seconds West a distance of 46.46 feet; thence North 0 degrees 01 minutes 36 seconds West a distance of 178.57 feet; thence North 33 degrees 41 minutes 45 seconds West a distance of 119.38 feet; thence North 0 degrees 02 minutes 27 seconds West a distance of 137.52 feet; thence South 89 degrees 57 minutes 33 seconds West a distance of 244.29 feet to the point of beginning. EASEMENT NO. 2: A 60.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota lying 30.00 feet on each side of the following described centerline: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 22.52 feet to the point of beginning of said centerline to be described; thence continuing South 0 degrees 02 minutes 23 seconds East a distance of 874.42 feet; thence South 27 degrees 25 minutes 29 seconds East a distance of 242.36 feet; thence South 0 degrees 00 minutes 21 seconds East a distance of 167.19 feet to the northerly line of Parcel B, DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO 288, Dakota County, Minnesota and said centerline there terminating. EASEMENT NO. 3: A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota lying 20.00 feet on each side of the following described centerline: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 617.62 feet; thence North 89 degrees 44 minutes 22 seconds East a distance of 239.00 to the point of beginning of said centerline to be described; thence South 89 degrees 44 minutes 22 seconds West a distance of 277.85 feet; thence North 68 degrees 59 minutes 18 seconds West a distance of 278.74 feet; thence North 89 degrees 08 minutes 29 seconds West a distance of 268.03 feet; thence South 41 degrees 08 minutes 23 seconds West a distance of 30.00 feet and said centerline there terminating. EASEMENT NO. 4: A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota lying 20.00 feet on each side of the following described centerline: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East 2 a distance of 169.25 feet; thence South 61 degrees 11 minutes 05 seconds West a distance of 21.00 feet to the point of beginning of said centerline to be described; thence North 61 degrees 11 minutes 05 seconds East a distance of 439.25 feet; thence North 90 degrees 00 minutes 00 seconds East a distance of 61.23 feet and said centerline there terminating. Easement No. 5: A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota lying 20.00 feet on each side of the following described centerline: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East a distance of 203.22 feet; thence South 59 degrees 31 minutes 15 seconds East a distance of 134.77 feet to the point of beginning of said centerline to be described: thence North 59 degrees 31 minutes 15 seconds West a distance of 271.68 feet; thence North 43 degrees 56 minutes 09 seconds West a distance of 364.02 feet; thence North 89 degrees 40 minutes 17 seconds West a distance of 199.65 feet; thence South 60 degrees 29 minutes 40 seconds West a distance of 70.00 feet and said centerline there terminating. EASEMENT NO. 6: A perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota described as follows: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East a distance of 242.36 feet; thence South 0 degrees 00 minutes 21 seconds East a distance of 167.19 feet to the northerly line of Parcel B, DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO 288, Dakota County, Minnesota; thence North 89 degrees 59 minutes 39 seconds East, along said northerly line, a distance of 30.00 feet to the point of beginning of said parcel to be described; thence continuing North 89 degrees 59 minutes 39 seconds East, along said northerly line, a distance of 60.51 feet; thence North 0 degrees 00 minutes 21 seconds West a distance of 57.87 feet; thence North 27 degrees 25 minutes 29 seconds West a distance of 92.38 feet; thence North 59 degrees 31 minutes 15 seconds West a distance of 20.85 feet; thence South 1 degrees 11 minutes 21 seconds East a distance of 150.45 feet to the point of beginning. EASEMENT NO. 7: A perpetual easement for drainage and utility stormwater ponding purposes over, under and across that part of the Southeast Quarter of the Northeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota described as follows: 3 Commencing at the southeast corner of said Southeast Quarter of the Northeast Quarter of Section 35; thence on an assumed bearing of North 0 degrees 14 minutes 12 seconds West, along the east line thereof, a distance of 97.48 feet; thence South 89 degrees 57 minutes 33 seconds West a distance of 722.98 feet to the point of beginning of said parcel to be described; thence continuing South 89 degrees 57 minutes 33 seconds West a distance of 450.00 feet; thence North 0 degrees 02 minutes 27 seconds West a distance of 220.00 feet; thence North 89 degrees 57 minutes 33 seconds East a distance of 450.00 feet; thence South 0 degrees 02 minutes 27 seconds East a distance of 220.00 feet to the point of beginning. See Exhibit "B" attached hereto and incorporated herein. Together, with a grant of a temporary construction easement over, upon, across and under the following described premises: A temporary easement for construction purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Minnesota lying southerly of Magellan Pipeline Easement per Book 80 of Misc. Records, Page 80, Partial Release per Doc. No. 2291902 and Restated Partial Release Per Doc. No. 2811610, and lying northerly of the northerly right of way line of 157th Street West, as dedicated per record plat of REGENTS POINT, Dakota County, Minnesota, and also excepting therefrom all of Parcel B, DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 288. All of which lies easterly of the following described line: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said Southeast Quarter, a distance of 1628.92 feet; thence South 0 degrees 34 minutes 34 seconds East a distance of 109.16 feet to the point of beginning of said line to be described; thence continuing South 0 degrees 34 minutes 34 seconds East a distance of 597.20 feet; thence South 28 degrees 15 minutes 42 seconds West a distance of 93.14 feet; thence South 8 degrees 21 minutes 45 seconds West a distance of 88.62 feet; thence South 1 degree 08 minutes 28 seconds East a distance of 195.53 feet; thence South 22 degrees 42 minutes 52 seconds West a distance of 59.39 feet; thence South 0 degrees 00 minutes 21 seconds East a distance of 162.40 feet to the northerly right of way line of said 157th Street and said line there terminating. See Exhibit "C" attached hereto and incorporated herein. Said temporary construction easement shall expire on December 31, 2020. • The grant of the foregoing permanent easements includes the right of the City, its employees, contractors, and agents to construct, reconstruct, and inspect sewer, water, and sanitary sewer facilities within the Easement Areas. The grant of the foregoing permanent easements for drainage and utility purposes includes the right of the City, its employees, contractors and agents to enter upon the Easement Areas at all reasonable times to construct, reconstruct, inspect, repair and maintain pipes, 4 conduits and mains; and the further right to remove trees, brush, undergrowth and other obstructions. After completion of such construction, maintenance, repair or removal, the City shall restore the premises to the condition in which it was found prior to the commencement of such actions, save only for the necessary removal of trees, brush, undergrowth and other obstructions. The grant of the foregoing temporary construction easement includes the right of the City, its employees, contractors, and agents to enter upon the Temporary Easement Area at all reasonable times to construct, reconstruct and inspect site grading and the further right to remove trees, brush, undergrowth and other obstructions. Owner covenants and warrants to the City, its successors, and assigns, that it is the sole Owner of the Property and that it has good right and title to grant and convey the easements to the City. IN TESTIMONY WHEREOF, the Owner has caused this instrument to be executed as of the day and year first above written. Rockport, LLC, a Minnesota limited liability company 70:11141 By; 101/Z , ' Peter W. Fischer Its: President STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA On this l(Q day of St r 1' key , 2020, before me a Notary Public within and for said County, personally appeared Peter W. Fischer, to me personally known, who being by me duly sworn, did say that he is the President of Rockport, LLC, the company named in the instrument, and that said instrument was signed on behalf of said company by authority of the company and said Peter W. Fischer acknowledged said instrument to be the free act and deed of the company. UY [( A a/---fnin I TRICIA A. BUCKMAN Notary Public NOTARY PUBLIC-MINNESOTA :•' My Commission Expires Jan.31,2025 5 EXHIBIT "A" The North '/2 of the southeast 'A of Section 35, Township 1115 Range 20, except those portions platted as Regents Point; Quarry Ponds Fourth Addition; and Quarry Ponds Fifth Addition. And except the following: That part of the North Half of the Southeast Quarter of Section 35, Township 115, Range 20 North, Dakota County, Minnesota, described as follows: Commencing at the southeast corner of Lot 2,Block 2,QUARRY PONDS FOURTH ADDITION, according to the recorded plat thereof,Dakota County,Minnesota;thence North 89 degrees 59 minutes 39 seconds East,assumed bearing along the south line of said QUARRY PONDS FOURTH ADDITION, said line also being the north line of REGENT'S POINT,according to the recorded plat thereof,Dakota County,Minnesota,a distance of 100.00 feet to the east line of Johnny Cake Ridge Road as dedicated on said plat of QUARRY PONDS FOURTH ADDITION, and the point of beginning;thence North 00 degrees 03 minutes 14 seconds West,along said east line of Johnny Cake Ridge Road,a distance of 454.31 feet;thence East 594.38 feet;thence North 10.00 feet;thence East 221.60 feet;thence North 11.08 feet;thence East 121.46 feet;thence South 08 degrees 21 minutes 45 seconds West 73.42 feet;thence South 01 degrees 08 minutes 28 seconds East 195.53 feet;thence South 22 degrees 46 minutes 52 seconds West 59.39 feet;thence South 00 degrees 00 minutes 21 seconds East 162.40 feet to said north line of REGENT'S POINT;thence South 89 degrees 59 minutes 39 seconds West along said north line a distance of 657.20 feet;thence North 00 degrees 00 minutes 21 seconds West 10.00 feet;thence South 89 degrees 59 minutes 39 seconds West 250.04 feet to the point of beginning. 7 EXHIBIT B i N i. /\ I III I r- A i• -I- A / / /\ r- -I- I I r- `. I I I I I I--I I-- / \ `. I I / / I I I-- I I--I I-- N89°57'33"E 450.00 `/ \/ \' I I I L_IL.... ! ./ I I / -t \/ I I I I L_ I -[ 1 /- /\ I I -I- I I % A / r- i� -I- A / I i\ r- T T I /\ r\ -1 I I r- A i� -r ^ / / /\ r- -0-PP 1 I I I I I--I \/\/ I-- I I / / I I I-- I \ I I I I-! I I--I I-- / \ I I / / I 1I-- ./ \/ \/ I I I V V L_ ./ I I / -t \/ I o I V \/ I \ I I I L_ /-\ ./ I I / -t \/ I o I -I- I I r- I i\ r-. -1 I I r- A i� -r ^ / I NO. 7 I Io i- r- /\ -I- I /\ n I /\ r- I I--I I-- I I I I I-! I I--I I-- /_\ `. I I / / N p I-- I I II 1 1 \ 1 < "\ 1 I I L_ I V \/ I \ I I I L_ / \ ./ I I / -t > \ I N ./ L_ \/ I I \/ I V \/ ♦.1 1 in DRAINAGE AND UTILITY EASEMENT / w i\ r- i r- /\ -1- I es. n I /\ r- N - I \ \ i\ r\r A I / /\ -1- A /\ /\ I I A I -I- \ / r A I I I-- I-- I I II 1 1 \ 1 < "1 I i\I FOR STORMWATER TREATMENT POND N \/ 1 ./ L_ \/ I I \/ I v \/ ♦/ I I /_\ IA I I /_\ I I III I I \ I I Y I-! I I /_\ I I O I N I L. / / /L / \ I \ \/ I / \ \ \/ \/ I V I I I \ \ / \ L O ZI 1 I O / - - - r\ S. t A / A A A r\ A I /\ /\ /\ /\ �! \ \/\/ 1v1 / \ �/ I \ I I I / ? \a 1 \ S. V V I I /-\ I I v \/ L_ \/ ./ 1 S89°57'33"W 450.00 j_ [,-- S89°57'33"W 722.98 It i1-T o _P Ii O o °° 100 0 100 200 o r� © o • � � Ar-r -, , (N , - --, NORTH LINE OF THE NORTH HALF OF THE o rn `; I . I „t- I V' _ S89°57'33"W 1628.92 SOUTHEAST QUARTER OF SEC.35 TWP 115 RGE 20� I z ■ ■ ■ SO°34'34"E - - - - L - - - - - - - - 30"02'23"E _C - - - - S89°57'33"W 683.32 1 = \__N SCALE IN FEET 22.52 22 52 589°5/337 244.29 c•J to MAGELLAN PIPELINE EASEMENT MAGELLAN PIPELINE EASEMENT / -17 E CORI OF MAGELLAN co - - _PER BOOK 80 OF MR, PAGE 141, - _PER BOOK 80 OF MR, PAGE 141, THE SE 1/4 •-PIPELINE - - - \ - DRAINAGE AND UTILITY EASEMENT DESCRIPTIONS I c I ,1- / PARTIAL RELEASE PER DOC. NO. 2291902, - - - - 30 30 / PARTIAL RELEASE PER DOC. NO. 2291902, - - - - \ 85 I i EASEMENT RESTATED PARTIAL RELEASE PER / RESTATED PARTIAL RELEASE PER o PP /\ I 1 i� \ • 1 / EASEMENT NO. 1: DOC. NO. 2811610 DOC. NO. 2811610 - 1 A perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota 0 115 County, Minnesota described as follows: Z 2� N-- Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said v _ Southeast Quarter, a distance of 1628.92 feet; thence South 0 degrees 34 minutes 34 seconds East a distance of 22.52 feet to the point of beginning of said parcel to be described; thence 7 LI: /-1 continuing South 0 degrees 34 minutes 34 seconds East a distance of 683.84 feet;thence South 28 degrees 15 minutes 42 seconds West a distance of 93.14 feet;thence South 8 degrees 21 \-/ minutes 45 seconds West a distance of 88.62 feet; thence South 1 degree 08 minutes 28 seconds East a distance of 195.53 feet; thence South 22 degrees 46 minutes 52 seconds West a i' distance of 59.39 feet; thence South 0 degrees 00 minutes 21 seconds East a distance of 162.40 feet to the northerly right of way line of 157th Street as dedicated per record plat of co j'-- - 1 REGENTS POINT, Dakota County, Minnesota;thence North 89 degrees 59 minutes 39 seconds East,along said northerly right of way line, a distance of 372.62 feet;thence North 0 degrees cri op co 1. I /\ r\ -I- I I I I I A I r- •-- 1 00 minutes 00 seconds East a distance of 87.56 feet;thence North 42 degrees 16 minutes 35 seconds East a distance of 149.90 feet;thence North 0 degrees 00 minutes 49 seconds West a \ I I I F l I H U.1 I H 1 / \ I H- --J distance of 277.80 feet;thence northeasterly, northerly and northwesterly a distance of 155.31 feet along a non-tangential curve, concave to the west having a radius of 80.52 feet, a central 1 V \/ I I I I N. I I / \ L_ I - 115.00 N angle of 110 degrees 31 minutes 05 seconds and the chord of said curve bears North 0 degrees 05 minutes 30 seconds West; thence North 0 degrees 23 minutes 35 seconds West, not m DRAINAGE AND / < I M \--UTILITY EASEMENT- - N- . - _ tangent to said curve, a distance of 125.17 feet; thence North 54 degrees 18 minutes 31 seconds West a distance of 63.02 feet; thence North 40 degrees 44 minutes 17 seconds West a o \ NI ccoo . - o / \ distance of 46.46 feet;thence North 13 degrees 35 minutes 49 seconds West a distance of 46.46 feet;thence North 0 degrees 01 minutes 36 seconds West a distance of 178.57 feet;thence N (/' NO. 1 c- 0o in /\ W \-/ North 33 degrees 41 minutes 45 seconds West a distance of 119.38 feet;thence North 0 degrees 02 minutes 27 seconds West a distance of 137.52 feet;thence South 89 degrees 57 minutes N L J.- - K / 33 seconds West a distance of 244.29 feet to the point of beginning. \ O © _- _i_ 1j L1_ ` 0 © <\I •r) Q I , I W Z o :t= 2 a L 11 N13°35'49"W 1 `:- EASEMENT NO. 2: 46.46 `\ 40 FOOT DRAINAGE AND 60 FOOT DRAINAGE AND - - - - . - - o M - UTILITY EASEMENT \ UTILITY EASEMENT W d s\- A 60.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, CV7 VH !_ Dakota County,Minnesota lying 30.00 feet on each side of the following described centerline: \ ,' / r_s O /-\ �- N89°08'29"W 268.03 - I N- --- •W ct \_/ Commencing at the northeast corner of said Southeast Quarter of Section 35;thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said N40°44'17"W J __ W ;O - o f Q oo ,_ et / \ Southeast Quarter,a distance of 683.32 feet;thence South 0 degrees 02 minutes 23 seconds East a distance of 22.52 feet to the point of beginning of said centerline to be described;thence 46.46 o N 8 f Z Q CO Q < \-/ continuing South 0 degrees 02 minutes 23 seconds East a distance of 874.42 feet;thence South 27 degrees 25 minutes 29 seconds East a distance of 242.36 feet;thence South 0 degrees � \\�30 00 8123"W \ \ S9' 8 40 FOOT DRAINAGE AND H N W 00 minutes 21 seconds East a distance of 167.19 feet to the northerly line of Parcel B, DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO 288, Dakota County, Minnesota and said UTILITY EASEMENT 'L centerline there terminating. N54 18 31 W J \ \• 32j8�4 \ 130 130 // o U > Li, 63.02 \ N� O \ o N ° 239.00 Q - / �_'_ ;1 i EASEMENT NO. 3: N S89 44 22"W 277.85 N I , N xi N (5. o� /v- "' -S- A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, /\ r- -1- I I r- o i` /\ I I -I- I I r- A i -I- 30 30 I i\ I I A r\ -1- r- r\ in L 1- <`I Dakota County,Minnesota lying 20.00 feet on each side of the following described centerline: I I F- I I--I F- Z I I I I I F-I F- / \ I I I I I / \ I-! I I-- I-! in \/ I I I I L_ ./ \/ \/ I I I L_ /-\ ./ I I \x \/ /-\ I \ I L_ I \ N O I Commencing at the northeast corner of said Southeast Quarter of Section 35;thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said C. BRG=N00 05 30 W z __J S o_ ;,_ Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 617.62 feet; thence North 89 degrees 44 minutes 22 seconds East a icy CH=132.33 60 FOOT DRAINAGE AND 0 Q distance of 239.00 to the point of beginning of said centerline to be described;thence South 89 degrees 44 minutes 22 seconds West a distance of 277.85 feet;thence North 68 degrees 59 h ^ "--- o ° o \ UTILITY EASEMENT \ ,Y\ 0 110 31 05 �- ° M' R-80.52 /�r'o N N89 4017'W 199.65N- �. LY\ minutes 18 seconds West a distance of 278.74 feet;thence North 89 degrees 08 minutes 29 seconds West a distance of 268.03 feet;thence South 41 degrees 08 minutes 23 seconds West cy I 0 \-1.--' \� 0 < 'is -= a distance of 30.00 feet and said centerline there terminating. CO 155.31 c \ o � ; ,\\ S60°29'40"W \ cZ 0 PP L-J H L-J O L_J -s 70.00 \� I _ "�I, <-- EASEMENT NO. 4: c° N N90°00'00"E z 0 <�I ' r-\ �* � -DRAINAGE AND UTILITY EASEMENT- - � /j,� �, _ -CO`.,, (t) � �- \ 40 FOOT DRAINAGE AND st c7 Q O \_/ A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, cv �° N61.� /-\ �, / / UTILITY EASEMENT ^^.. cS6,\ / r'o- o I 111 n \_/ co I Dakota County,Minnesota lying 20.00 feet on each side of the following described centerline: o S r,/ I L. I L J._ / ,\ Commencing at the northeast corner of said Southeast Quarter of Section 35;thence on an assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said / / co \ cr�6,Q /, / _� __ I = O \/ / Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East a /\ r- / I i r- /♦ -1- 1 /\ r, I r� /\ r- \ \ / / z /... I • I = z I 1 I distance of 169.25 feet;thence South 61 degrees 11 minutes 05 seconds West a distance of 21.00 feet to the point of beginning of said centerline to be described;thence North 61 degrees LI I F- `. I-- I I II I I \ I N < "\ \ LJ 3p, 5� 2� _ D LJ.- L1J I W / I ./ L_ \/ I I \/ I v \/ ♦/ ' \ \ \ /,�`39 = O OO - I 11 minutes 05 seconds East a distance of 439.25 feet;thence North 90 degrees 00 minutes 00 seconds East a distance of 61.23 feet and said centerline there terminating. ZO CO 5 a I \ \ \ �91\N /°,\,\o / •�_40 FOOT DRAINAGE AND LJ.- -; o W /Y 1 © 6, © �� r'� 6 L 1 J Easement No. 5: 0 o \ \o\ ° / \O./ UTILITY EASEMENT ,� U o 'o �cS Li_ /Y\ Q Z Oo \\ �� \ / / / , L 1 J A 40.00 foot perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, p No �' `� �'oF I /-\ Dakota County,Minnesota lying 20.00 feet on each side of the following described centerline: '�o� 21.00-\ r'o / >- LLJ /S9°3 ,_ 1 / \ Commencing at the northeast corner of said Southeast Quarter of Section 35;thence on an assumed bearing of South 89 degrees 57 minutes 33 second West,along the north line of said 1 Ur 17S r-- \-I Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East a hN I �_40 FOOT DRAINAGE AND __ distance of 203.22 feet; thence South 59 degrees 31 minutes 15 seconds East a distance of 134.77 feet to the point of beginning of said centerline to be described: thence North 59 Co c+°j \ • UTILITY EASEMENT , CC Cp I /0'• i <-- degrees 31 minutes 15 seconds West a distance of 271.68 feet;thence North 43 degrees 56 minutes 09 seconds West a distance of 364.02 feet;thence North 89 degrees 40 minutes 17 LLI (ry h� I 3� j 2j�4)� ' N59°31'15"W vPP -_ seconds West a distance of 199.65 feet;thence South 60 degrees 29 minutes 40 seconds West a distance of 70.00 feet and said centerline there terminating. I -I- \ A i r\ A A r- r\ i\ r- 1 68 0 20.85 - � /\ /\ _ <,r I \/\/ I-/ I I "\ I-! I -I I-- 30' 30 0 ``'� / I I / \ `U I I r r l I I ♦/ 1 \ \/ L_ � L_ \/ \-/ �-�o I I �/ ° ;-) =- EASEMENT NO. 6: LO 85 co z uJ �__N27 25 29 W 115.00 A perpetual easement for drainage and utility purposes over, under and across that part of the North Half of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota = CSD I I Z I I`UP 92.38 County, Minnesota described as follows: LU N 0 N I _ o - _ I o oNO. 6 NOa °00'21"W 115 Lid Commencing at the northeast corner of said Southeast Quarter of Section 35;thence on an assumed bearing of South 89 degrees 57 minutes 33 second West,along the north line of said 50 o L PERPETUAL PEDESTRIAN TRAIL, o �� - o �57.87 Southeast Quarter, a distance of 683.32 feet; thence South 0 degrees 02 minutes 23 seconds East a distance of 896.94 feet; thence South 27 degrees 25 minutes 29 seconds East a -UNDERPASS DRAINAGE EASEMENT�O " - - - - \ gel �� in distance of 242.36 feet;thence South 0 degrees 00 minutes 21 seconds East a distance of 167.19 feet to the northerly line of Parcel B, DAKOTA COUNTY ROAD RIGHT OF WAY MAP © DRAINAGE S N 30', 3o UTILITY EASEMENT PER DOC. NO. 3029675 N _S_ �� � Z 1� ` I } NO 288, Dakota County, Minnesota;thence North 89 degrees 59 minutes 39 seconds East, along said northerly line, a distance of 30.00 feet to the point of beginning of said parcel to be 60.51 '7 described; thence continuingNorth 89 degrees 59 minutes 39 seconds East, alongsaid northerlyline, a distance of 60.51 feet; thence North 0 degrees 00 minutes 21 seconds West a N89°59'39°E 372.62 i° N89°59'39"E ° r\ A r\ i♦ r- , /_. r\ 60 :: ; �" 9 9 157TH STREET WEST J� N89 59 39 E I•- /\ Ff I I-- I PS I-<� EXCEPTION 30.00 ♦, •• L/ I:;:: :: 1d ten South 1ance of 8degrees 117 feet; nminut s 21 seconds East ace ldi tance of 150.45 feet to the point of beginnutes 29 seconds West a distance of 92.38 ning feet; thence North 59 degrees 31 minutes 15 seconds West a distance of 20.85 feet; ,.,r -1- SOUTH SOUTH LINE OF THE NORTH HALF OF THE o I / I I '" ;t=t_ V'V' L_ < I - SOUTHEAST QUARTER OF SEC.35 TWP 115 RGE 20 -;1 - -J EASEMENT NO. 7: r\ r- /\ r- n I -I- i� /\ I I A r\ r\ \ / r\ i\ I I -1- r\ A r\ I / r r\ I / n r\ I r\ r- �y / \ F! F! Y F/ I I I I \ I I F / \ F! K 1---7/_\ F l VC A I-! I I I I-- / \ A perpetual easement for drainage and utility stormwater ponding purposes over, under and across that part of the Southeast Quarter of the Northeast Quarter of Section 35,Township 115 North, I-! 1-- I / 1-- I \ I I `. \x \/ /-\ 1 \ 1 \ I I \/ I 1 v I I /-\ 1 \ 1 S. I / \ I \ I S. /C I \ I L/ L_ \-/ Range 20 West, Dakota County, Minnesota described as follows: 7 SE CORNER OF THE NORTH HALF OF THE I \ / r\ /\ I n I -I- 1-.01 I I SOUTHEAST QUARTER OF SEC.35 TWP 115 RGE 20 - - I Commencing at the southeast corner of said Southeast Quarter of the Northeast Quarter of Section 35; thence on an assumed bearing of North 0 degrees 14 minutes 12 seconds West, I I I \ I I <�1� along the east line thereof,a distance of 97.48 feet;thence South 89 degrees 57 minutes 33 seconds West a distance of 722.98 feet to the point of beginning of said parcel to be described; 1 \/ 1 1 v I �� _ I thence continuing South 89 degrees 57 minutes 33 seconds West a distance of 450.00 feet;thence North 0 degrees 02 minutes 27 seconds West a distance of 220.00 feet; thence North L 89 degrees 57 minutes 33 seconds East a distance of 450.00 feet;thence South 0 degrees 02 minutes 27 seconds East a distance of 220.00 feet to thepoint of beginning. L_J I 9 9 ., \ ;1 \ .1 \ :1 \ `1 \ s1 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED REVISIONS PREPARED FOR: DESIGNED CHECKED SHEET REV. ROBE CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS BY ME OR UNDER MY DIRECT SUPERVISION AND ROCKPO RT DRAWN DATE DRAINAGE AND UTILITY EASEMENTS THAT I AMA DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA. PM 9-11-20 P NGINEERING SCALE COMPANY INC • JOB N0. 16175.00 ORCHARD PLACE i 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 DATE9-11-2020 REG.NO.19086 \♦ `� APPLEVALLEY MINNESOTA � L EXHIBIT C i. /\ I 1 -I- I I r- A is. -I- A / / /\ r- -I- I I r- I I I I I I I--I I-- /_\ I I / / I I I-- I I--I I-- ./ \/ \/ I I I L_ / \ ./ I 1 / -1- \/ I I I I L_ I i- /\ 1 1 -I- 1 1 \ A / r- i- -1- A / / /♦ r- n I /\ r- -1- I I r- A is. -I- A / / /\ r- -0-PP I I I I I I I--I %/%/ I-- I I / / I I I-- I \ I I I I-! I I--I I-- / \ I I / / I I I-- ./ \/ \/ I I I v v L_ ./ 1 1 / -t \/ 1 I 4 \/ I \ I I I I--IL.... ! ./ I I / -t \/ I -I- 1 I r- A I /\ r-N -1- 1 I r- A is. -I- A / I i� r- /\ -f I /\ n I /. r- I I--I I-- I \ I I 1 I-! I I--I I__ /_\ I I / / I-- I I II I I \ I < '1 I I I L_ I V \/ I \ I I IL.... ! \ ...../ I I / -1- ./ L_ \/ I I \/ I V ./ ./ /\ r- /- r- /\ -I- I /\ A I /♦ r- I r\ A I / /\ -1- A /\ /\ I I k I -I- \ / r\ /\ A r\ I I I-- I-- I I II 1 1 \ 1 < '\ I I I /_\ IK I I I /_\ I I I I I I \ I I Y 1-! I I /_\ I I \/ 1 ./ L_ N../ I I %..., 1 V ./ '/ I L. / % I \ \/ I / \ *.../ \/ ..../ I VI I I \ ‘../ / \ L/ — - r\ \ % A / A A A r\ k I es. /\ /\ /\ / F! \ %/%/ I\/I /_\ I-/ I \ I I I / " \A / I \ \ v v I I / \ I I V \/ , L_ \/ ./ tf i_ tt — Ico i _ _ _ _ _ © o • 0 100 0 100 200 i . L NORTH LINE OF THE NORTH HALF OF THE cn S89°57'33"W 1628.92 SOUTHEAST QUARTER OF SEC.35 TWP 115 RGE 20� I — — — — — — — — 1 i 1k 7 _ SCALE IN FEET Li 7 MAGELLAN PIPELINE EASEMENT E COR OF MAGELLAN M — — — _PER BOOK 80 OF MR, PAGE 141, / THE SE 1/4 - - - PIPELINE - 71- c I o / PARTIAL RELEASE PER DOC. NO. 2291902, - - - - - ' o \'\ 85 I /oco � EASEMENT ( / RESTATED PARTIAL RELEASE PER L 1DOC. NO. 2811610 \ vi / I /-\ i\ I i I I--. i 11 I- /A\ I I-_ - 1 TEMPORARY EASEMENT DESCRIPTION I V ./ I \ I I I I I /-\ L_ I - 115.00— --J - <�1 _- A temporary easement for construction purposes over, under and across that part of the North Half :,r o ; ) of the Southeast Quarter of Section 35, Township 115 North, Range 20 West, Dakota County, Li_ cK / - Minnesota lying southerly of Magellan Pipeline Easement per Book 80 of Misc. Records, Page 80, 0, <;I' a J. in Partial Release per Doc. No. 2291902 and Restated Partial Release Per Doc. No. 2811610, and .__ -r- ? .1 J lying northerly of the northerly right of way line of 157th Street West, as dedicated per record plat of LO _ — — _ - M %_ REGENTS POINT, Dakota County, Minnesota, and also excepting therefrom all of Parcel B, w y = w - I DAKOTA COUNTY ROAD RIGHT OF WAY MAP NO. 288. co M __.1 0 0 (_) All of which lies easterly of the following described line: 0 - Z w CO Q CK Q :_: Commencing at the northeast corner of said Southeast Quarter of Section 35; thence on an o N W ° assumed bearing of South 89 degrees 57 minutes 33 second West, along the north line of said /. r- -1- 1 I r- . /\ I I -I- I I r- A es. -I- /\ I I A r-• -1- r- r-• o d . Southeast Quarter, a distance of 1628.92 feet; thence South 0 degrees 34 minutes 34 seconds 1 I I-- i 1--II-- -. i 1 1 1 i I--II-- / \ -. 1 i 1 1 I / \ I-! 1 1-- 1-! \/ 1 I I I L_ ./ \/ S.' I I I i_._ /-\ ./ I .x S..' /-\ I \ I L_ I \ o o `;. r,, Li;-- I 1 1 East a distance of 109.16 feet to the point of beginning of said line to be described; thence o // \1/ continuing South 0 degrees 34 minutes 34 seconds East a distance of 597.20 feet; thence m /.,, "' - _ South 28 degrees 15 minutes 42 seconds West a distance of 93.14 feet; thence South 8 In N Li... < 1 degrees 21 minutes 45 seconds West a distance of 88.62 feet; thence South 1 degree 08 N z _ minutes 28 seconds East a distance of 195.53 feet; thence South 22 degrees 42 minutes 52 o��, TEMPORARY CONSTRUCTION EASEMENT /� _- seconds West a distance of 59.39 feet; thence South 0 degrees 00 minutes 21 seconds East a �, Ly, distance of 162.40 feet to the northerly right of way line of said 157th Street and said line there N`� �a' 0 I 1 1 terminating. w o L_J Subject to easements of record. PP W / -s,l i_ z 0 <�I - Er) cv IL /-;::i Q O ._/ N god n Q 1 \-/ LLI U I -- CO Q O 1--j /\.' Q LD }. L1J L 1_ _ . , /1 Q ' • __-I C' O I \/ / /\ r- i- r- "-cc. -1- 1 /\ A I /• r- z /... LiJ = z I 1 I I I I-- H- I I II I I \ I -C �-\ CD O L . • 1- d L 1 J \/ 1 ir; L_ \/ I I \/ I V ./ - - %-/ O O I CD C /� fi_ OO p --J w Li_ .,� O w /Y 1 00 I\` !L L1J 0 N L1_ j /Y 1 Q CO LiJ r- J \-/ w - I __ / \ _ -1- % A / r-. A A r- r-. /\ r- /\ /\ P _\ W NN I %/%/ I-/ I I "1 I-! I -I I-- / I I _/ r._; Y CO I v v I I I ./ , I \ \/ L_ L_ ‘../ U \_/ ,-, C / \ "- Z co \_/ Z - - 115.00— 2 w O — _ o _ _ - - - — - DRAINAGE UTILITY EASEMENT PER DOC. NO. 3029675 "' 50 0 _ _ - _ PERPETUAL PEDESTRIAN TRAIL, �- _ _ _ / 1 b — — UNDERPASS $ DRAINAGE EASEMENT - <� 2: Z / / \ \ I N N 'r_ 157TH STREET WEST r` A r... .... - ' frt" r...1 / \ 1 \ \♦ I. I. \/ L/ LO A I1.1 / I I I `e I I ,F- F- 1 1/1/ I-- `e 1 I;\ / I I `;';;;I-_I_I „11 F_`;'; I �SE CORNER OF THE NORTH HALF OF THE '' L < 1 SOUTHEAST QUARTER OF SEC.35 TWP 115 RGE 20 7 r\ r- /\ r- n I -I- i� /\ I I A r� r� \ / r� /\ I n 1 -I r� A r� 1 / r� A r� 1 / n r� 1 r� r- I I I I / \ h! h! Y h� I I I I \ I I I-.1 / \ F! K I-� / \ h! K A F! I I I f- / 1 H! H- I H- I \ I I \x \/ /-\ I \ I \ I I \/ I I V I I /-\ I \ I S. I /-\ 1 \ I S. '/C I \ I L/ L_ \-/ I I \ L_ \/ L_ I V I ./ r-. /\ I A I -I- I I-./ I I I I \ I I <�I� I \/ I I V I /-\ L-J I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED REVISIONS PREPARED FOR: DESIGNED CHECKED SHEET REV. CONSULTING ENGINEERS, BY ME OR UNDER MY DIRECT SUPERVISION AND RocKPORT TEMPORARY EASEMENT EXHIBIT Ato4-,-)20 P ,07,.,.6,- I A OBE PLANNERS and LAND SURVEYORS THAT I AM A DULY LICENSED LAND SURVEYOR DRAWN DATE 9-11-20 UNDER THE LAWS OF THE STATE OF MINNESOTA. PM 1 ENGINEERING SCALE 11) COMPANY , INC . JOB NO. 16175.00 ORCHARD PLACE 1 1000 EAST 146th STREET, BURNSVILLE, MINNESOTA 55337 PH (952)432-3000 DATE9-11-2020 REG.NO.19086 \` `• APPLE VALLEY MINNESOTA� l.) CITY OF APPLE VALLEY RESOLUTION NO. 2020- A RESOLUTION AWARDING AGREEMENT FOR PROJECT 2020-136, ORCHARD PLACE UTILITY IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for improvements identified as Project 2020-136, Orchard Place Utility Improvements, bids were received, opened and tabulated according to law and the following bids were received complying with the advertisement: (Tabulation attached as Exhibit A), and; WHEREAS, it appears McNamara Contracting, Inc., is the lowest responsible bidder. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota: 1. That the Mayor and City Clerk are hereby authorized and directed to enter into a contract with McNamara Contracting, Inc., for its base bid in the amount of$663,544.00 for the completion of Project 2020-136 according to the plans and specifications heretofore approved by the Council and on file in the office of the City Clerk. 2. 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 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk Project Name.ORCHARD PIACI UlIlIT1 LI HPROV MENTS 1 nerqumf INar ors np!nm CRY Project No:202011L Fewer/wean a/Nd,rncvw.0 Noci:k(- A-•. Bid Openng:t,..e,Y,A. _jh PON%.)03 PA,Cs1-NICTtOer own.: Gv cl 4cda Val., A��� lreal. VM.%r,r aaylrr�n„�N�4333� ETAneer 6timate MCNamaraConEraCEing NJ.le46r51.IM RYen Contacting Co Section Title let,sem aere Ctdn 4.n10nsa,.,cn Lded O.snte7 (na14k. Fn.,.loo lhs614e.• 1, U.et eree latensvm U.R Puts. t.ler8a4n Part t-LnUry Tame 5792,56000 S128 5165.16800 5596.185,30 I 1 IMPROVED PIPE FOUNDATION TON 3 55000 $1,50000 $1400 $42000 54200 51,26000 $001 $030 2 CONNECT TO EXISTING SANITARY SEWER PIPE Ea $6,00000 56,00000 $90000 $90000 $1,20000 51,20000 55,00000 55,00000 3 4'DIA SAN Mn,8'DEEP,INCL R-1642 CSTG&HOPE AOJ RINGS Ea $3,900 00 $31,20000 $4.00000 532,00000 53,37000 526,96000 53.50000 526,00000 8 RL19424 AND 0tSTM1 ELI 9880100 Ea 530000 52,40000 $9000 572000 $19500 51.56000 $30000 52,40000 S 8"e6"PVCWYE.50626 Ea $40000 $1,200 00 $20000 S60000 536000 51.080 OD $40000 51,20000 6 SANITARY SEWER SERVICE IOCATE BOX Ea $30000 59E000 522500 $67500 512500 $375.00 $30000 $90000 76'PVC SAN RAPT SEWER,SCH 40,10'-15'DEEP Ea 6 56000 53.60000 $2400 51,44000 $4000 52.40000 $55.00 53.30000 88'PVC SANITARY SEWER,5D R 26,10,15'DEEP LIN FT 15 $7500 $11,25000 $2500 $3,75000 $4200 56.30000 56600 59,00000 98"PVC SANITARY SEWER,SCR 26,15%20 DEEP LIN FT 26 57500 519,50600 $3000 $7.60100 544.00 511,44000 $6000 $15,60000 1 10 6"PVC SANITARY SEWER,SD 26,20'-25'DEEP LIN FT 380 $8000 530.40600 53700 524,06000 04800 518,24600 56000 522,60000 1 1110'PVC SANITARY SEWER 50R 26,20.25'DEEP LIN FT 139 56500 511,81500 04000 55,56000 55000 $6,95000 57500 510,42500 12 12 12.PVC SANITARYSEWER.SDR 26,15'-20 DEEP LIN FT 180 514000 $25,20000 54100 57,313000 55200 59,36000 58000 514,47000 1 1312"PVC SANITARY SEWE R,SD R 26.20-25'DEEP LIN FT 772 516000 5123,520.03 04300 533,19500 $6600 550.95200 58000 561,76000 1 L4 4'SANITARY MANHOLE OVERDEPTH LIN FT 107 522500 $2407500 518500 519,79500 $25500 527,285.00 5190.00 520,33300 Pert 2-Weterm.ln $256,31500 5194,777 00 5253,545.00 5233,11000 15 15 CONNECTTO ERISTINGWATERMAIN EACH 1 $5,00000 $5,00000 $85000 585000 51,44000 51,44000 53,00000 $3,00000 la 15 FURNISH AND INSTALL 6"GATE VALVE AND BOX EACH 1 52,50000 52,50000 51,500.00 51,50000 $1,90000 51,90000 52,00000 52,00000 17 17 FURNISH AND INSTALL 12"GATE VALVE AND BOX EACH 14 53,80000 $53,20000 53,40000 547,60000 $5,23500 $73,29000 $3,40000 547,60000 18 18 FURNISH AND INSTALL HYDRANT EACH 2 54,00300 08,00000 54,40000 56,60000 5552000 511,040000 54,00000 08,00000 lR 19 12'WATERMAIN VERTICAL OFFSET EACH 2 53,25000 56,50000 5100 $200 06,75000 013,500.01 5100000 52,00000 )0 20 DEAD END LINE PER DETAILWAT-11 EACH 10 53,000.00 530,00000 570000 57,00000 585000 58,50000 51,00000 510,00000 51 21 6"WATERMAIN DUCTILE IRON CLS2,INCL UB10 UN FT 5 $4500 522500 54500 5225.00 55300 526500 57400 $37000 77 22 12"WATERMAIN DUCTILE IRON Cl 52,INCL V.1310 LIN FT 1800 570.00 $126,00000 55600 5100,80000 56800 S122.40000 57500 $135,00000 21 23 WATERMAIN INSULATION.3"THICK 5000 40 535.00 51,40000 52500 51,00000 53900 $1,56000 $3000 $1,20000 le 24 DUCTILE IRON FITTINGS LB 3000 5850 $25,50000 5900 $27,00000 5655 $19,65000 5800 524,0000D Mt le SIe.48Uw94 5540.381,50 5307,72100 0327,983.50 5334,531.50 25 25 18"STORM SEWER PIPE,0.10'DEEP LIN FT 1 560.00 596000 $2800 $44800 53600 $57600 $4200 567200 26 26 18"STORM SEWER PIPE,10'-15'DEEP LIN FT 2 56500 51,56000 $2800 567200 $3700 568800 $4200 $1,00801 27 27 18"STORM SEWER PIPE,15'-20 OEEP LIN FT 1 $7000 51,12000 $30.00 548000 53800 S60800 $4200 $67200 26 28 21"STORM SEWER PIPE,0'-10 DEEP UN FT a 57000 $6,23000 536.00 $3204130 $4300 $3,82701 55000 $4,450.00 29 29 21"STORM SEWER PIPE,10.15.DEEP UN FT 18 $7500 514,17500 $3600 56E104 CO 54400 $8.31600 $5000 $9.450.00 30 30 24"STORM SEWER PIPE,10-15'DEEP LIN FT 2 58000 51,92000 03600 0864.00 54800 51.15200 560.00 01,44000 31 3130'STORMSEWER PIPE,10'15'DEEP LIN FT ES $11000 516,63000 $4800 57,344.00 $5800 08,67400 $6500 $9,94500 32 32 33"STORM SEWERPIPE,0',10'DEEP LIN FT 512000 $960.00 $5400 543200 $65.00 552000 $8000 $64000 33 33 33.STORM SEWER PIPE,10 15.DEEP UN Ft $13000 51,040.00 55400 5432.00 566.00 552800 53001 564000 34 34 36'STORM SEWER PIPE,040 DEEP LIN FT 515000 51,201.00 55400 5432.00 $7001 55.W $6000 564000 35 3$42"STORM SEWER PIPE,O-10'DEEP In Ft 5 $18000 $9,900.00 $13000 $7,150.00 57900 54,34500 $9500 55,22500 36 36 42'STORM SEWER PIPE,10115'DEEP LIN FT 5 519000 510,450.00 513500 $7,42500 $75.00 $4,12500 59500 $5,22500 37 37 42"STORM SEWER PIPE,15'20 DEEP LIN FT 4S 520500 S92,865_00 510000 545,30000 581.00 537,14600 59500 543,03500 38 3848'STORM SEWER PIPE,0'-10'DEEP LIN FT 7 $21000 515,54000 08000 55,92000 59100 06,734.00 $12000 58,86000 39 39 48"STORMSEWERPIPE.10'-15'DEEP IIN Fr 27 523000 $63.250.00 58600 524,20000 $94.00 $25,85000 512000 $33,00000 40 4048'STORM SEWER PIPE,15'20'DEEP LIN FT 19 524500 $4655000 $8600 $16,72000 510001 519,00003 512000 522,60000 47 41 54"STORM SEWER PIPE.15,20 DEEP LIN FT 26 527500 573,70000 $12000 $32,16000 5129.00 534,572.00 $15000 540,20000 42 4260'STOR NI SEWER PI PE,O'-1O'DEEP LIN FT 2 $28000 55,60000 $20000 54,000.00 513500 52,70000 $17500 $3,50000 43 43 60"STORM SEWERP1PE,10.15'DEEP Ln Ft 3 $29000 510,44000 520000 57.20000 514000 65,04000 517500 $6,30000 44 4418"PLUG EACH $20000 01,40000 $17500 $1,22500 515000 51,05000 $30600 $2.10000 45 45 21"PLUG EACH $25000 550000 $75000 550000 518000 $36000 $40000 080000 46 46 24"PLUG EACH $35001 51,05000 $25000 575000 $20000 560000 550000 $1,500.00 47 4733"PLUG EACH 550000 $1,00000 560000 51.20000 522500 $45000 560000 51.20000 46 48 36"PLILG EACH 560000 560000 060000 $60000 $26500 526500 $70000 570000 49 49 6'DIASTORM MO,B'DEEP,INCL R-1642 CSTG AND HOPE AOI RINGS EACH 56,500 DO $13,00000 55,40000 510,80000 55,500 CO 511000 00 $5,50000 511,00000 50 SO 7'DIA STORM M H,B'DEEP,INCL R-1642C5TG AND HOPEADJ RINGS EACH $9,00000 527,00000 57,00000 523,000 00 $6,44500 $19,33500 57,00000 $21,00000 51 51 re DIA STORM MH,B'DEEP,INCL R-1642 CSTG AND HOPE A0I RINGS EACH $12,00000 524,00000 59.20000 $18,10000 $10,255 00 520,510.00 $8,00000 516,00000 52 52 8'DIA STORM MR,B'DEEP,INCE 4'SUMP,R 1642 CSTG,AND HOPE AT EACH 515,00000 53000000 59,60000 519.60000 512.65000 525,300.00 59,000.00 518,00000 53 53 9'DIA STORM MN,8'DEEP,INCL 6.1642 CSTG AND HOPEADI RINGS EACH 515,00000 515,00000 511.50000 $11.50300 517.50000 517,50000 $13,00000 $13,00000 54 5442"RC FLARED END SECTION,WITH TRASH GUARD EACH l 59,00000 $4,00000 $4,00000 $4,00000 55,43000 55.93000 $3,50000 53,50000 55 SS 60"RC FLARED ENO SECTION,WITH TRASH GUARD EACH T $6.00000 $6,00000 56,50000 56,500.00 56,235.00 $8,23500 S5,50300 56,50000 56 566'STORM MANHOLE OVEROEPTII UN Ft 133 540500 55,38650 $33000 54.38900 5330.00 04,38900 536500 54,85450 57 57 7'STORM MANHOLEOVEROEPTII LIN FT 187 555000 $10,26500 547500 $8,68250 S70000 513,090.00 555000 $10.28500 58 586'STORM MANHOLE OVERDEPTH LIN FT 293 570000 $2037000 562500 018,18750 $93500 527,201350 570000 020,37000 59 59 RANDOM RIP RAP,CLASS III CU YD 30 510500 03,15000 59000 52.70000 57900 52,370.00 56000 $1.80000 60 60 RANDOM RIP RAP,CLASS IV CU YD 7 $10500 $7,35000 59000 56,300.00 07000 55,53000 S6001 54,20000 Peet 4.0.Ba1 0120,85000 532,75000 522,47500 529.44100 61 61 MOBILDATION LUMP SUM $101,00000 $101.00000 526,00000 526,000-00 514,400.00 514,40000 525,000.00 $25,00000 62 62 STREET SWEEPER(WITH PICKUP BROOM) HOUR 520000 51,60000 520000 51,60000 56500 $52000 513000 51,04000 63 63 TRAFFIC CONTROL LUMP SUM 52,00000 52,000.00 550000 5500.00 $1,95000 51,95000 $1,5 0000 51,50001 64 64 EROSION CONTROL SUPERVISOR LUMP SUM 55,00000 55.00000 550000 $50000 S1,85000 51,65000 $100 5101 65 65 STORM GRAIN INLET PROTECTION EACH $25000 51.75000 515000 $1,05000 511500 $805.00 510000 $70000 55 66 SILT FENCE,TYPE MACHINE SLICED Ln Ft 7m 5500 $3,50000 5300 52,10000 $250 S1.75000 S100 $70000 67 67 STARIL12E000NSTRUCTION EXIT Es $6,00000 56,00000 $100000 51,000.00 $1,20000 $1,20000 550000 $50300 gnaw 1/al tenth 51.)Ie,lIHJ0 5861,58e.@ S351,XaN50 5712251.10 Contractor McNamara COnlracEng Inc 01.3,DN414E Ryan Contracting Co Adbess 16700 ChipPendaleAvenue 2471 Gapin Court Ste 110 PO Boa246 Address 1104amaw4 MN S3011 Chanhassan,MN 55317 Elko,MN 55020 Phone 651.322,5500 9529347272 952-894.3200 R,Presenl40.9 Mite McNamara Garrett 1edllckl Tam Ryan TAN Resident &d Bond 500% Nfl 500% Exhibit A Proiecz Name:DeRM IL1rt A0111TIIETNyajf8VEMENT5 Crty Project No:20244136 - Bid Opening:1we4Hr-&fir ES.ROM•r2.lnP IN.c 5 T.EL Apple.. ELECTRONIC Va Douglas-Kerr Underground,LL C Ge11121pc&18 Perk Construction Company Veit&Company,Inc. SM.Hentges&Sans,Inc. 3eee,6n t,ele I.Mr.gem 84,.Lme NIm3.12fAMA 11e. uvl wr• Irt8ns.• WM FOEe Ertrtu8e A,10/04 Wee.. r.P... lneae n Ur4re ar LiM.1Lme '1 161 -gedlgry levee 5'lffi,56'+.5. $356.17540 $1?1,9CR09 D $191d&lW 1441,+91.00 1 1 IMPROVED PIPE FOUNDATION TON 53250 51,125 00 $3200 $96000 $3500 51,050 00 542 00 51,26000 535.00 $1,050 00 2 2 CONNECT TO EXISTING SANITARY SEWER PIPE Ea 51,404.30 $1,40430 55,000 00 55,00000 $331000 53,1310.00 $1,922.00 $1,327.00 $2,625.00 52,625.00 3 34'DIA SAN MH,8'DEEP,INCL R•1642 CSTG&HOPE AD)RINGS Ea $3,798.50 530,388.00 53,500 00 528,000 00 $3,540 00 $28,320 00 $4,09900 532,79200 $4,565.00 $35,520.00 4 4 FURNISH AND INSTAL1•I&I BARRIER Ea $13035 51,04280 $225 00 $1,80000 $26100 $2,088 00 5209.00 $1,672.00 531000 52,480 00 5 58"06"PVC WVE,SOR 26 Ea 5923.10 52,75930 $75000 $2,250 00 525500 526500 524100 572300 $295.00 $23500 6 6 SANITARY SEWER SERVICE LOCATE BOX Ea $149.20 $449.10 5400.00 $1,200 00 $50500 51,51500 5369.0a $1,1(32.00 . 5235.00 5705.00 2 7 6"PVC SANITARY SEWER,SCH 40,10'-15'DEEP Ea $38.40 $2,304 00 $3000 $1,800 00 $3010 $1,80600 54000 52,400.00 $45.00 $2,700 00 8 8 8"PVC SANITARY SEWER,SDR 26,10.-15'DEEP LIN FT $34.25 55,137.50 $35.00 $5,25000 $30.90 $4,620 00 560.00 $9,000.00 .575.00• 511,250.00 9 9 8"PVC SANITARY SEWER,SO R 26,15'-20'DEEP LIN FT $56.05 $14,57300 $4000 $10,40000 56470 516,82200 $6000 515,60000 $7500 513,500-00 30 10 8"PVC SANITARY SEWER,SIR 26,20'-25'DEEP LIN FT $86.20 $32,25600 $4300 $16,34000 $9900 $37,62000 56000 $22,800 00 $75.00 $28,500.00 11 11 10"PVC SANITARY SEWER,SDR 26,20-25'DEEP LIN FT $83.80 011,64820 $4500 $6,25300 $10300 914,31200 52400 510,286.00 $9800 513,622.00 12 12 12"PVC SANITARY SEWER,NOR 26,15..20'DEEP LIN FT $56.15 $10,107 00 $42.00 $8,460 00 $2880 $14,184 00 $2500 $13,500.00 5100.00 $18,000,00 13 13 12"PVC SANITARY SEWER,SIR 26,20-25'DEEP LIN FT $86.25 566,585 00 550.00 $38,60000 511300 582,23600 $8000 561.760.00 $10000 522,20000 14 144"5Y811A4V WrPIQll 100E0&11I LIN Fl 58690 59,29830 528000 $29,960 00 $185 00 519,/9500 $215 00 523,005.00 5258.00 $22,606.00 Pert 2-Wetermein 5210,758-80 5211,15500 5235,37500 5229,5213.00 5220,713.05 15 15 CONNECT TO EXISTING WAY ER MAIN EACH $1,050.50 $1,050.50 52,000.00 $2,000,00 $2,64000 52,040.00 51,80200 $1,80200 53,003.00 $3,000.00 16 16 FURNISH AND INSTALL 6"GATE VALVE AND BOX EACH $1,386.70 $1,3136.70 $1,500 00 $1,500 DO $1,600 00 $1,600 00 $1,35100 51,351.00 $1,550.00 $1,550.00 12 11 FURNISH AND INSTALL 12"GATE VALVE AND BOX EACH 53,208.65 $44,921.10 $3,000.00 $42,000.00 $3,530.00 $49,420.00 $3,17800 $44,49200 53,325)00 546,55000 18 18 FURNISH AND INSTALL HYDRANT EACH •$3,712.15 $7,92430 $4,500 00 $9,000 DO $4,390.00 513,713000 $9,969.00 59,928.00 $4,600 00 $9,200 D0 19 19 12"WATERMAIN VERTICAL OFFSET EACH 50,151.60 56,30320 52,00000 $4,00000 52,650.00 $5,300 00 51,545,00 53,090.00 53,400 00 $6,800 00 20 20 DEAD END LINE PER DETAIL WAT-11 EACH $1,02260 $10,77600 51,00000 $10,000 00 $666900 $6,66000 $1,40600 $14,060.00 $96000 59,600 OD 21 21 6''WATER MAIN DUCTILE IRON CL 52,INCL V-BID LIN FT $22.60 $36300 $75.00 $32500 $135.00 $675 00 $13100 $655,00 560.25 $30125 22 22 12.'WATERMAIN DUCTILE IRON CL 52.INCL V-1310 LIN FT $6300 $113,40000 $65 00 $117,00000 570.90 5122,62000 $7000 5126,000.00 564.13 5115,939 00 23 23 WATERMAN INSULATION,3"THICK SQYD $20.85 $834 00 $3200 51,28000 529.50 $1,18000 53000 $1,20000 542.00 $1,80000 24 24 DUCTILE IRON FITTINGS LB $8.10 $24,300 00 5800 $2903000 $1070 $32,10000 5900 527,00000 5880 526,40000 Part 3-Storm Sewer 5380,544.75 5400,186,00 5317,854-00 5362,787.79 5440,863.40 25 25 18"STORM SEWER PIPE,0'-10'DEEP LIN FT $6070 $92120 $5000 $80000 53640 $58240 $5800 592600 $2B.00 51,348.00 26 26 18.'STORM SEWER PIPE,10'-15'DEEP LIN FT 560]0• 51,456 B0 $52.00 $1,24800 $40.30 $981.60 $5800 $1,39200 $28.00 $1,872 00 22 22 18"STORM SEWER PIPE,15'-20'DEEP LIN FT $6070 $97120 55500 $88000 $55 30 $804 B0 $5800 5921300 $28.00 $1,248.00 28 26 21"SFORM SEWER PIPE,O'-10'DEEP LIN FT S4200 $3,73800 $5000 $4,45000 542.20 53,15580 $6000 55,340.00 $79.00 $7,031.00 29 29 21"STORM SEWER PIPE,10'-15'DEEP LIN FT 542.00 $7,938.00 55300 510,012-00 $41.50 52,04350 $6000 511,340.00 $2900 514,331.00 30 /4 4CSICIM&LVORR{1,[0',lS"9EIP SIN El $69435 51,676.40 $60 D0 $1,94000 $60.30 51,44/.20 $8300 $2,136.00 579,00 S1,89600 31 31 30"STORM SEWER PIPE,10'15'DEEP LIN FT $72 15 511,03E195 $80.00 512,24000 556.60 58,965 80 $8600 $13,158.00 59500 514,53500 32 32 33"STORM SEWER PIPE,0'10'DEEP LIN Fl $98.80 $790.40 595-00 $69000 $95.30 S762.40 $145-00 51,160.00 $111.00 588800 33 33 33"STORM SEWER PIPE,10'15.DEEP LIN FT 59880 579040 511000 $88000 5104.00 51332 00 $14500 51,16000 511100 $88800 34 34 36"STORM SEWER PIPE,0-10'DEEP LIN FT $108-10 5869-80 $115.00 $920.00 99930 529920 514600 $1,160.00 $112.00 $89600 35 35 42"STORM SEWER PIPE,0'-10'DEEP Sri Ft $126.65 S6,9657S $143.00 $7,975 00 $79.00 $9,395 00 5110.00 $6,050 00 $152 00 $8,36000 36 3642"STORM SEWER PIPE,10-15'DEEP LIN El $13630 $2,496.50 $145_00 57,975 00 $85.80 04,219.00 511000 56,050.00 515200 $8,36000 32 37 42"STORM SEWER PIPE,15..20'DEEP LIN FT 516125 S73,095 25 $145.00 566,68500 $87.10 539,45630 $11000 S49,830.00 $15200 $66,36600 38 38 48"STORM SEWER PIPE,0'-10 DEEP LIN FT $131.95 59,764.30 $160,00 513,840.00 $90.90 $6,22660 512300 59,102.00 5164,00 511,396 00 39 39 48"STORM SEWER PIPE,10'-15'DEEP LIN FT $191,15 S38,89875 $360.00 544,00000 $90.10 $24,77750 $12300 533,82500 5154.00 $42,35000 40 40 48"STORM SEWER PIPE,15.-20'DEEP LIN Ff $16660 $31,654 00 5160.00 $30,40000 $93.00 512,67000 512300 $23,370.00 5154.00 529,260.00 41 41 54"STORM SEWER PIPE,15'-20'DEEP LINES $177.75 942,63200 518040 $48,240.00 $13000 $34,84000 $15400 541,222.00 $203.00 $54,40400 42 4260'STORM SEWER PIPE,0-10 DEEP I IN FT 5186.70 53,/3400 $23000 5460000 $126 00 52,52000 519800 53,96000 $237.00 $4,140-00 43 43 60"STORM SEWER PIPE,RO'-15'DEEP En Ft 519555 $7,039 B0 $23000 $8,2130.00 $13600 $4,89600 $19800 $7,128.00 $23700 $8,532 00 44 44 1.8"PLUG EACH 599.00 5693.00 525000 51,75000 514200 51,02900 522400 53,568.00 530000 52,100.00 45 4521"PLUG EACH $102,45 $20490 526000 $52000 522700 $45400 530500 $61000 $38500 977000 46 4524"PLUG EACH $111 15 $333.4S $30000 5900-00 $227.00 568100 530500 $315.00 $420 DO $1,26000 42 4733"PLUG EACH 514185 $283.70 $35000 $70000 555800 91,116.00 $64300 51,28600 580200 $1,60000 48 483E"PLUG EACH $16040 $160.40 540000 5400.00 _ 555200 $55200 $64300 $643.00 596500 $38500 49 49 6'DIA STORM MH 8'DEEP,INCL R-1642 CSTG AND HD PE AD)RINGS EACH $5,48765 $10,92530 55,000 00 $10,600 D0 $5,550.00 521,10000 56,16700 512,334.00 $5,67500 511,350 Do 50 50 2'DIA STORM ME,8'DEEP,INCL R-1692 CSTG AND HOPE ADI RINGS EACH 57,35225 $22,0S675 56,00000 $18,00000 $7,59000 $22,77000 $7,20300 $21,609.00 $2,230.00 523,290 00 51 518'DIA STORM MH,8'DEEP,INCL R-1642 CSTG AND HOPE AD.)RINGS EACH $8,29205 516,500.10 $7,00000 $14,000.00 $9,08000 516,16000 59.00000 518,000.00 59,100.00 518,20000 52 52 8'DIA STORM MH,8'DEEP,INCL 4'SUMP,R-1642 CSTG,AND HDPE AC EACH $9,19850 $18,397 00 $12,000.00 $24,000.00 $11,00000 $22,00000 $9,10000 518,20000 $10,50000 521,000.00 53 53 9'DIA STORM MH,8'DEEP,INCL R-1642 CSTS AND HO PE ADI RINGS EACH $10,796.05 $10,736 05 515,00000 515,000.00 $15,000 00 $15,00000 S12,80600 $12,80600 514,30000 $14,300.00 54 54 42"RC FLARED END SECTION,WITH TRASH GUARD EACH $4,244.50 $4,244.50 53,00000 $3,000.00" 54,670 00 54,67000 $5,43900 $5,43900 $9,70000 $4,70000 S5 55 60"RC FLARED END SECTION,WITH TRASH GUARD EACH 56,52060 56,52060 $9,00000 S4,000.00 $2,29000 57,79000 58,00899 $8,00899 57,00000 $7,00000 56 56 6'STORM MANHOLE OVERDEPTH LIN Fl $21145 $2,812 29 $50000 $6,65000 $34500 54,58850 539900 $5,306.70 $430.00 $5,719 00 52 52 2'STORM MANHOLE OVERDEPTH LIN FT 5327.30 $6,120 51 $58000 510,84600 $537 00 $10,04190 $65900 510,453.30 963500 $11,87450 58 58 8'STORM MANHOLE OVERDEPTH LIN FT 5427.55 912,44171 570000 $20,370.00 $66500 $19,35150 $69800 $20,311.80 $82900 $24,12390 59 59 RANDOM RIP RAP,CLASS III CU YO $112.45 $3,37350 52500 $2,250.00 $10900 53,270.00 511000 $3,30000 $11000 53,300 00 60 60 RANDOM RIP RAP,CLASS IV CU YD $115.35 58,07450 52500 $5,250.00 512100 58,420.00 $11000 $7,700.00 $11000 $7,70000 Nan 4-GM*AI 5113,60300 548,880-00 $38,52400 524,292-21 531,803.00 61 61 MOBILIZATION LUMP SUM $10,70000 $10,70000 $42,00000 542,000.00 029,40000 $29,40000 $60,95921 560,959.21 522,50000 522,50000 62 62 STREET SWEEPER(WITH PICKUP BROOM) HOUR $15000 $1,20000 $13500 $1,0130.00 515200 51,21600 $12600 $1,00800 5165,00 $1,32000 63 63 TRAFFIC CONTROL LUMP SUM 587800 58/800 $1,00000 $1,00000 525800 $75800 $98300 5383.00 $1,000.00 $1,00000 64 64 EROSION CONTROL SUPERVISOR LUMP SUM $1,50000 $1,50000 550000 S50000 $1,52000 $1,52000 $5,00000 55,00000 53,200.00 $3,20000 65 65 STORM DRAIN INLET PROTECTION EACH $125.00 $875.00 $15000 $1,050.00 $3B000 52,66000 540000 $2,800.00 $150.00 $1,05000 66 66 SILT FENCE,TYPE MACHINE SLICED Ln Ft 52 50 $1,75000 52.50 $1,75000 52.00 $1,40000 $250 51,750.00 $2.19 $1,53300 62 62 STABILIZED CONSTRUCTION EXIT Ea 51,500 00 $1,500.00 51,500.00 $1,500.00 51,57000 $1,57000 $2,29200 52,29200 51,20000 51,20000 S...PYTinMM. $3...,.11116 5119,114-09 SRS.201330 'LC9,f10.00 S31P.0181 6amrae0., 41.10.Tart 1290*vfl.116 Qfl I)e. Pan.COM0,l@158 Company 9e11♦<DOM R.tee sm.iw se&ser.,114 Address 2142330..Ave PO Box437 1481 B 1st Avenue NE 19000 Vert Place 650 Quaker Avenue Address Mora,MN 55051 Watkins,MN 55389 Minneapole,MN 55432 Rogers,MN 55379 Jordan,MN 55352 Phone 320.629.8337 320-764 2006 263-286-9800 263-420-2242 952.492e5700 Represenlatrve Denn,s Douglas and Ryan Kerr Jeff Geelinger Michael Christianson Palace Brod,ng Lindsey Pecore T41e Bid Bond 3CO% 50056 1=4 50093 SPAR. eie Project Name:06COR17EUTRCIT YMPRPVEMf1115 Af HM Cny Project No:2720•136 Apple. Bid Opening:lrrn.Mpa.I3,10M n 191g M.LS.* 111Cn00 Vauey Northwest Kuechle Underground Inc. Meyer Contracting Inc USSIteWork See,un tar Iae.WM gem Cede nom0 tvmtan .Nek Un•Awe ne P164 lnpen N. e lore 11d8edm YM Once L Pre 4-S8tr5eeree 5366.M10-95 U :5225191A0 :33531 c34.rn $63322919 1 IMPROVED PIPE FOUNDATION TON $30.00 5900 D0 $38.00 $1,140 00 $10500 53,150.00 $3900 $1,17000 2 CONNECT TO EXISTING SANITARY SEWER PIPE Ea $1,100.00 51,100 00 $13,00000 $13,00000 $95565 $955 65 59,20060 59,20060 3 4'DIA SAN MH,8'DEEP,INCL R-1642 CSTG B.HDPE ADO RINGS Ea $2,850.00 $22,800.00 $4,60000 $36,80000 54,63243 $37,059 44 $3,535 00 528,76000 4 FURNISH AND INSTALL I&I BARRIER Ea 520000 $1,60000 5410.00 53,280.00 $282.25 $2,258.00 5536.00 54,28800 51'a 9'PYC Wmr,50126 Ea $24600 $738.00 $950.00 $2,85000 $64796 $1,94388 542400 51,27200 6 SANITARY SEWER SERVICE LOCATE BOX Ea $187.00 $561.00 $280.00 $840.00 5577.37 $1,73391 $33700 $1,011.00 7 6"PVC SANITARY SEWER,SCH 40,10'-15'DEEP Ea 55533 53,31980 $4500 52,70000 56625 $3,975130 $6950 S4,17000 B 8"PVC SANITARY SEWER,SDR 26,10"15'DEEP LIN FT $5883 56,824.50 $61.00 $9,150.00 $4945 57,41750 $61 50 $9,225-00 9 8"PVC SANITARY SEWER,SDR 26,15'-20'DEEP LIN FT 56555 $17,043 00 S6500 $16,90000 $6124 $15,92240 513400 534,84000 10 108"PVC SANITARY SEWER,SDR 26,20.-25'DEEP LIN FT $9035 $34,33300 $6900 $26,220.00 $91.00 534,580 00 S17800 567,640.00 11 11 10"PVC SANITARY SEWER,SDR 26,20'-25'DEEP LIN FT $9039 $12,56421 $77.00 510,70300 59489 $13,18971 517700 524,603.00 1I 12 12"PVC SANITARY SEWER,SDR 26,15'20'DEEP LIN FT $7195 $12,95100 $8100 $14,580.00 $70.07 512,61260 $139.00 $25,020.00 11 13 12"PVC SANITARY SEWER,SDR 26,20'-25'DEEP LIN FT $9402 572,58344 58800 $67,936.00 $9963 $77,06876 $18100 $139,732.00 14 14 4'SANITARY MANHOLE OVERDEPTH LIN FT $15500 $16,58500 $22000 $23,54000 $25153 526,91371 521400 $22,898.00 Part 2-Watermein 5229,13500 $257,09500 $297,21925 $290,00250 15 15 CONNECT TO EXISTING WATERMAIN EACH 51,20000 $1,200.00 52,70000 $2,70000 $2,479-45 $2,479.45 510,59000 $10,59000 16 16 FURNISH AND INSTALL 6"GATE VALVE AND BOX EACH $1,48400 51,48400 $1,30000 51,90000 $1,88480 51,86480 $1,57000 51,570.00 17 17 FURNISH AND INSTALL 12"GATE VALVE AND BOX EACH $3,477.00 $48,678 00 53,900.00 $54,500.00 $4,133.94 $57,87516 $3,715.00 $52,01000 18 14 FYR99NANOU59TN3'$fIV 1 EACH 53,874 00 $7,74800 54,90000 $9,80000 55,71264 $11,42528 54,53500 $9,07000 19 19 12"WATERMAIN VERTICAL OFFSET EACH $2,000.00 54,00000 $1,70000 53,40000 510,14541 520,290 B2 52,135.00 $4,27000 20 20 DEAD END LINE PER DETAIL WAT-11 EACH $1,365.00 $13,65000 S1,200.00 512,00000 51,56775 $15,67750 $1,26000 $12,60000 21 21 6"WATERMAIN DUCTILE IRON CL 52,INCL V-810 LIN FT 5121•00 $605.00 511500 $575.00 $195.57 $97785 $78.50 $392-50 22 22 12"WATERMAIN DUCTILE IRON CL 52,INCL V-BID LIN FT $69.25 $124,650.00 $75A0 $135,000.00 $7958 $143,244.00 $81.00 $145,80000 23 23 WATERMAIN INSULATION,3"THICK SOY° $33.00 $1,32000 $28.00 $1,12000 54986 $1,99440 $67.50 $2,70000 24 24 DUCTILE IRON FITTINGS LB 5860 525,800.00 512.00 536,00000 $1379 $41,37000 51700 551,000 00 Part 3-Storm Sewer 5457,381312 $479,042.00 6458,061.97 $438,244.90 25 25 18"STORM SEWER PIPE,0'-10'DEEP LIN FT 56587 $1,05392 $5200 $83200 512678 $2,02848 $39.00 $62400 26 2618"STORM SEWER PIPE,10'-15'DEEP LIN FT $65•87 $1,580.88 $54.00 $1,296 00 $100.60 $2,41440 $39.00 5936.00 27 27 18"STORM SEWER PIPE,15'-20'DEEP LIN FT $10390 $1,66240 $58.00 $92800 517324 $2,66784 5139.00 $2,22400 28 28 21"STORM SEWER PIPE,0'-10'DEEP LIN FT $69•61 $6,19529 $59.00 $5,251.00 $82,18 $7,31402 $47.00 54,183.00 29 29 21"STORM SEWER PIPE,10-15'DEEP LIN FT $7133 $13,48137 56200 511,71800 56138 511,60082 $69•50 $13,13S50 30 30 24"STORM SEWER PIPE,10'-15'DEEP LIN FT $7778 $1,86672 $6600 $1,584.00 58038 $1,92912 570.00 $1,66000 31 31 30"STORM SEWER PIPE,10'-15'DEEP LIN FT 59681 $14,81193 $87.00 $13,311.00 $10267 $15,70851 582.00 $12,546.00 32 32 33"STORM SEWER PIPE,0-10'DEEP LIN FT $10831 $86648 $113.00 $90400 $176.45 $1,41180 570.00 $560.00 33 33 33"STORM SEWER PIPE,10'15'DEEP LIN FT $11393 $91144 $11600 $92800 $176.45 $1,41160 $90.50 $724.00 34 34 36"STORM SEWER PIPE,0'-10'DEEP LIN FT $122•21 $97768 S123.00 $984110 $18853 $1,50824 $91,50 $73200 35 35 42'.STORM SEWER PIPE,0'-10'DEEP Ln Ft 515538 58,545.90 514500 $7,97500 $16123 $8,86765 9167.00 $9,18500 36 36 42.'STORM SEWER PIPE,10'-15'DEEP LIN FT 515809 $8,69495 $150.00 $8,25000 5175.59 $9,657.45 $180.00 59,900.00 37 37 42"STORM SEWER PIPE,15'-20'DEEP LIN FT $177.45 $80,38485 5160.00 $72,48000 516700 575,65100 913900 562,96700 38 3848"STORM SEWER PIPE,0'-10'DEEP LIN FT 5164.06 $12,14044 $160.00 $11,840.00 516814 512,44236 593.50 $6,31900 39 39 e4-51416.24WER Rol,:Cr 15 008 P I IN FT $167.07 545,94425 517000 $46,75000 $168.16 546,24400 $115.00 $31,62500 40 40 48"STORM SEWER PIPE,15-20'DEEP LIN FT 5180.86 $34,36720 $180.00 $34,200.00 $174.01 $33,06190 $178A0 $33,820 00 41 41 54"STORM SEWER PIPE,15.-20'DEEP LIN FT $20950 556,167.44 522000 558,96000 521148 $56,569.44 $224.00 $60,03200 42 4260"STORM SEWER PIPE,0'-10'DEEP LIN FT S207.06 54,14120 $22000 59,40000 $231.28 $4,625 60 $289.00 $5,78000 43 43 60"STORM SEWER PIPE,10.-15'DEEP Ln Ft $210.43 $7,57548 5260.0D $9,36000 $231.28 $8,326.08 $26600 59,57600 44 4418"PLUG EACH $151.00 $1,05700 $320.00 52,24000 6477.59 $3,34313 5295.00 $2,06500 45 4521'PLUG EACH 5155.00 $310.00 $320.00 5640.00 $482.00 $96400 537900 $75800 44 46 24..9194 66814 831198 5 NLO 4 W 5,5040 9.192.51 51A73.94 551502 51.136.00 47 47 33'P1125 E350 12+500 549190 516040 159000 $51113 5106166 812800 61,45400 4 41 46'14195 164,1 5391088 529500 935050 99900) 5650.9 539529 '1737.00 $137,0 65 664'0A POW MK5OSEP,Vitt 4-1542(536 AM OK ROI 4111G3 56611 35,36600 510.11s00 S1.too no 531,4Ace: SS.hYSIS $11AS1-10 56.14800 51),530g0 50 507'513550656115,60612..l[1,*1642670'6710110PIA0111t4W 18081 57.81260 3;f855,A0. 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CO TO Pen4GPOin1 SOAR am 51 .5L 44004100T350 111517.7121 is W stove rsoni no EM11fr 05{y11R00M4 MOMS 114 61 125211100011501 14MP.61AM 61 aF L015 30 05 21oo1.52P1AN501 1.214175101 si 6S i10RM ist/as41T PR61Ec1MH1 I4/I5 Ga a6 SILT VI IN1.1140.1M1.11 S1.C10 Intl .67 it 3TAL4171p NSJOGOKT16Ni.1 .a 1Nee43Pi.M PW 1: .. SRN S Co+Nxlo, hisons aa04E Mere Nit se 6.4 • ITEM: 4.1. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve First Amendment to Joint Powers Agreement with Black Dog Watershed Management Organization Staff Contact: 'Department/ Division: Samantha Berger, Water Resource Specialist Natural Resources Division ACTION REQUESTED: Approve First Amendment to the Black Dog Watershed Management Organization Joint Powers Agreement, extending the Agreement through January 1, 2030, effective upon approval by each member city. SUMMARY: Attached for consideration is an Amendment to the Black Dog Watershed Management Organization (BDWMO) Joint Powers Agreement (JPA) which will extend the terms of the JPA, upon approval by the four member cities. The current agreement expired January 1, 2020. The BDWMO staff initiated an amendment process to ensure the JPA is current in late summer 2020. The proposed JPA amendment would extend through January 1, 2030. The BDWMO has approved the JPA Amendment and the language has been reviewed by the City Attorney's office. The original JPA is attached as reference as Appendix A. The four member cities of the BDWMO are Apple Valley, Burnsville, Eagan, and Lakeville. BACKGROUND: The BDWMO provides leadership in the management and stewardship of the water resources in northwestern Dakota County through the cooperation of cities and the involvement in local stakeholders. The BDWMO has helped support Apple Valley through project funding: such as the Whitney pond expansion and funding for the Redwood Pond expansion (beginning this fall), as well as ongoing lake management reports, which look at water quality and habitat for both Lac Lavon and Keller Lakes. Looking forward, BDWMO will be progressing with its new Watershed Management Plan in 2020 that will guide the watershed's goals for the next ten years. The BDWMO consultant's plan is to interview staff as part of the watershed planning process. In addition to the plan update, the BDWMO will also be updating their website. City Staff will continue to attend the BDWMO monthly meetings and continue to partner with the BDWMO to further the mission of protecting and improving the water quality in the watershed. BUDGET IMPACT: According to the dues membership structure outlined in the JPA, the City provided approximately $15,000 in annual dues to the BDWMO in 2020. In 2021, and the following years, the City has $16,000 budgeted annually. ATTACHMENTS: Agreement Exhibit AMENDMENT TO JOINT POWERS AGREEMENT BLACK DOG WATERSHED MANAGEMENT ORGANIZATION THIS AMENDMENT is made by the CITY OF LAKEVILLE, a Minnesota municipal corporation, the CITY OF BURNSVILLE, a Minnesota municipal corporation, CITY OF EAGAN, a Minnesota municipal corporation, and the CITY OF APPLE VALLEY, a Minnesota municipal corporation, collectively"the Parties." This Amendment is effective when all the Parties have signed it. 1. Background. The Parties entered into a Revised and Restated Joint Powers Agreement for the Black Dog Watershed Management Organization in 2010("Agreement"). The Agreement expired on January 1, 2020, but Paragraph 12, subd. 1, provided that the Agreement may continue after its expiration by agreement of all parties. The Parties agreed to continue the Agreement pending formal approval of a renewed joint powers agreement by the Parties. 2. Renewal of the Agreement. The Agreement, attached hereto as Exhibit A, is incorporated in and made a part of this Amendment. The parties agree that the Agreement shall be renewed and be in full force and effect, as amended herein. 3. Amendment. Paragraph 12 of the Agreement is amended to provide as follows: 12. DURATION. Subdivision 1. Each member agrees to be bound by the terms of this Agreement until January 1, 2030, and it may be continued thereafter upon the agreement of all the parties. Subdivision 2. This Agreement may be terminated prior to January 1, 2030, by the written agreement of a majority of the members. Subdivision 3. In addition to the manner provided in Subdivision 2 for termination, any member may petition the Board to dissolve the Agreement. Upon thirty (30) days' notice in writing to the Clerk of each member governmental unit, the Board shall hold a hearing and upon a favorable vote, the Board may by resolution recommend that the Commission be dissolved. The resolution shall be submitted to each member governmental unit and if ratified by a majority of the governing bodies of all eligible members within sixty(60)days,the Board shall dissolve the Commission following 90 days notice to Dakota County and the Minnesota 1 211397v1 Board of Water and Soil Resources, and allowing a reasonable time to complete work in progress and to dispose of personal property owned by the Commission. IN WITNESS WHEREOF,the undersigned have caused this Amendment to be executed by their duly authorized officers by authority of their respective governing bodies. Approved by the City Council CITY OF LAKEVILLE , 20 . BY: ATTEST: Approved by the City Council CITY OF BURNSVILLE , 20 . BY: ATTEST: Approved by the City Council CITY OF EAGAN , 20 . BY: ATTEST: Approved by the City Council CITY OF APPLE VALLEY , 20 BY: ATTEST: 2 211397v1 2010 REVISED AND RESTATED JOINT POWERS AGREEMENT FOR THE BLACK DOG WATERSHED MANAGEMENT ORGANIZATION i(( 2010 REVISED AND RESTATED JOINT POWERS AGREEMENT FOR THE BLACK DOG WATERSHED MANAGEMENT ORGANIZATION The parties to this Agreement are cities which have land in the Black Dog Watershed . This Agreement is made pursuant to the authority conferred upon the parties by Minn . Stat . §§ 471 . 59 and 103B . 201 , et . seq . 1 . NAME . The parties hereby create and establish the Black Dog Watershed Management Organization . 2 . . GENERAL PURPOSE . The purpose of this Agreement is to provide an organization to regulate the natural water storage and retention of the Black Dog watershed to (a) protect , preserve , and use natural surface and ground water storage and retention systems ; ( b) minimize public capital expenditures needed to correct flooding and water quality problems ; (c) identify and plan for means to effectively protect and improve surface and ground water quality ; (d ) establish more uniform local policies and official controls for surface and ground water management ; (e) prevent erosion of soil into surface water systems ; (f) promote ground water recharge ; (g ) protect and enhance fish and wildlife habitat and water recreational facilities ; and ( h ) secure the other benefits associated with the proper management of surface and ground water. 148980v04 2 RNK: r12/ 17/2009 3 . DEFINITIONS . Subdivision 1 . "Commission " means the organization created by this Agreement, the full name of which is " Black Dog Watershed Management Organization " . It shall be a public agency of its members . Subdivision 2 . "Board" means the board of commissioners of the Commission . Subdivision 3 . "Council" means the governing body of a governmental unit which is a member of this Commission . Subdivision 4. "Governmental Unit" means any city which is a signatory to this Agreement . Subdivision 5 . "Member" means a governmental unit which enters into this Agreement. Subdivision 6 . "Black Dog Watershed" or "Watershed" means the area contained within a line drawn around the extremities of all terrain whose surface drainage is within the mapped areas delineated on the map filed with the Board of Water and Soil Resources pursuant to Minn . Stat . § 103B . 211 , Subd . 2 attached hereto as Exhibit "A" . 4 . MEMBERSHIP . The membership of the Commission shall consist of the following . governmental units : Group A : City of Burnsville Group AA : City of Apple Valley City of Eagan Group AAA: City of Lakeville No change in governmental boundaries , structure , organizational status or character shall affect the eligibility of any governmental unit listed above to be represented on the Commission , so long as such governmental unit continues to exist as a separate political subdivision . 148980v04 3 RNK:r12/17/2009 5 . ADVISORS . S ubdivision 1 . The Dakota County Soil and Water Conservation District shall be requested to appoint a non -voting advisory member to the Commission . The District shall not be required to contribute funds for the operation of the Commission except as provided in Minn . Stat . § 103B . 251 , but may provide technical services . S ubdivision 2 . Citizen Advisory Committee . The Commission may establish a citizen advisory committee (" CAC ") from the public at large to provide input on watershed management plan revisions and other matters as deemed appropriate . The CAC shall be appointed by the Commission considering individuals nominated by each member community . 6 . BOARD OF COMMISSIONERS . S ubdivision 1 . The governing body of the Commission shall be its Board which shall consist of five (5) commissioners . The Board of Commissioners on behalf of its member communities shall comply with the notice requirements of Minn . Stat . § 103B . 227 . All vacancies shall be filled within ninety (90) days after they occur. Notices of all vacancies shall be published in a newspaper of general circulation in the Watershed at least fifteen ( 15) days before the appointment is made . For purposes of appointing commissioners , each member in Group AAshall appoint a delegate . Group AA delegates shall meet upon ten ( 10) days ' notice at a time and place selected by the City Clerk of Apple Valley and shall appoint one commissioner. . The delegates shall select a commissioner by majority vote . Tie votes shall be broken by the flip of a coin . Voting may also take place by mailed ballot , fax , e-mail , telephone calls , or, any combination of these methods . In the alternative to appointing a delegate to vote on its behalf, a city council may vote directly . The City Council of Burnsville shall appoint three (3) commissioners . The City Council of Lakeville shall appoint 1 ( 1 ) commissioner. Vacancies in 148980v04 4 RNK :r12/17/2009 office shall be filled for the remainder of the term by the governing bodies who made the appointment . S ubdivision 2 . The term of each commissioner shall be three (3) years and until their successors are selected and qualify. S ubdivision 3 . A commissioner may not be removed from the Board prior to the expiration of his or her term unless the commissioner consents in writing or unless removed in accordance with Minnesota Rule 8410 . 0040 . S ubdivision 4 . Commissioners shall serve without compensation from the Commission , but this shall not prevent a governmental unit from compensating a commissioner for serving on the Board . S ubdivision 5 . At the first Board Meeting each year , the Board shall elect from its commissioners a chair, a vice chair, a secretary/ treasurer, and such other officers as it deems necessary to conduct its meetings and affairs . The Commission may adopt rules and regulations governing its meetings . Such rules and regulations may be amended . from time to time at either a regular or a special meeting of the Commission provided that at least ten ( 10) days' prior notice of the proposed amendment has been furnished to each person to whom notice of the Board meetings is required to be sent . S ubdivision 6 . Each group shall appoint one alternate commissioner. The alternate commissioner shall be selected in the same manner as regular commissioners . The term of the alternates shall be three (3) years and until their successors are selected and qualify . In the absence of a regular commissioner , the alternate may vote and act in a commissioner' s place . The alternate , however , shall have only one vote even if more than one regular commissioner from the group is absent . 148980v04 5 RNK:r12/ 17/2009 / I i t jt Subdivision 7 . Decisions by the Commission shall require a majority vote of all commissioners except that a decision to order a capital improvement project shall require a two-thirds (2/3) favorable vote . 7 . POWERS AND DUTIES OF THE COMMISSION . Subdivision 1 . The Commission , acting by its Board of Commissioners : (a) Shall prepare and adopt a watershed management plan meeting the requirements of Minn . Stat . § 103B . 231 ; (b) Shall review and approve local water management plans as provided by Minn . Stat . § 103B . 235 ; (c) Shall exercise the authority of a watershed district under Minn . Stat . Chapter 103D to regulate the use and development of land when one or more of the following 'conditions exist : ( 1 ) The local government unit exercising planning and zoning authority over the land under Minn . Stat . § § 366 . 10 to 366 . 19 , 394 . 21 to 394 . 37 , or 462 . 351 to 462 . 364 does not have a local water management plan approved and adopted in accordance with requirements of § 103B . 235 or has not adopted the implementation program described in the plan . (2) An application to the local governmental unit for a permit for the use and development of land , requires an amendment to , or variance from , the adopted local water management plan or implementation program of the local unit . (3 ) The local governmental unit has authorized the Commission to require permits for the use and development of land . (d ) The Commission must publish and distribute a newsletter at least annually to watershed residents . The newsletter must explain the watershed 's programs and list offices and telephone numbers . Subdivision 2 . The Commission shall use the city staff of Burnsville for assistance . Burnsville may pass through the direct cost , including salary and benefits , to the Commission and the Commission shall reimburse the City . 148980v04 6 RNK :r12/17/2009 S ubdivision 3 . The Commission shall meet at least annually . Meeting notices shall be placed on a bulletin board at the Burnsville City Hall at least three (3) days before each meeting . Any office supplies the Commission needs shall be furnished by Burnsville . The direct cost for the supplies shall be billed to the Commission . S ubdivision 4. The Commission may cooperate or contract with the State of Minnesota or any subdivision thereof or federal agency or private or public organization to accomplish the purposes for which it is organized . S ubdivision 5 . The Commission may order any governmental unit to carry out the local water management plan , including any capital improvement identified therein , which has been approved by the Board . S ubdivision 6 . : The Commission may acquire , operate , construct and maintain only the capital improvements , if any , delineated in the watershed management plan adopted by the Board which the plan states will be constructed by the Board . S ubdivision 7 . The Commission may contract for or purchase such insurance as the Board deems necessary for the protection of the Commission . S ubdivision 8 . The Commission may establish and maintain devices for acquiring and recording hydrological and water quality data within the watershed . S ubdivision 9 . The Commission may enter upon lands within or without the watershed to make surveys and investigations to accomplish the purposes of the Commission . S ubdivision 10 . The Commission may provide any member governmental unit with technical data or any other information of which the Commission has knowledge which will assist the governmental unit in preparing local water management plans within the watershed . 148980v04 7 RNK: r12/ 17/2009 S ubdivision 11 . The Commission may accumulate reserve funds for the purposes herein mentioned and may invest funds of the Commission not currently needed for its operations . S ubdivision 12 . The Commission may collect money , subject to the provisions of this Agreement , from its members and from any other source approved by a majority of its Board . S ubdivision 13 . The Commission may make contracts , employ consultants , incur expenses , and make expenditures necessary and incidental to the effectuation of its purposes and powers . S ubdivision 14. The Commission shall cause to be made an annual audit of the books and accounts of the Commission and shall make and file a report to its members at least once each year including the following information : (a) The financial condition of the Commission ; ( b) The status of all Commission projects and work within the watershed ; (c) The business transacted by the Commission and other matters which affect the interests of the Commission . Copies of the report shall be transmitted to the Clerk of each member governmental unit . S ubdivision 15 . The Commission 's books , reports , and records shall be available for and open to inspection by its members at all reasonable times . S ubdivision 16 . The Commission may recommend changes in this Agreement to its members . S ubdivision 17 . The Commission may exercise all other powers necessary and incidental to the implementation of the purposes and powers set forth herein . 148980v04 8 RNK :r12/ 17/2009 S ubdivision 18 . Each member reserves the right to conduct separate or concurrent studies on any matter under study by the Commission . S ubdivision 19 . The Board may investigate on its own initiative or upon petition of any member, complaints relating to water pollution , as defined in the Commission ' s adopted water management plan , in the watershed . Upon a finding that the watershed is being polluted , the Board may take appropriate action to alleviate the pollution and to assist in protecting and improving the water quality of surface water in the watershed . S ubdivision 20 . The Board must solicit proposals for all legal , engineering , auditing , and other technical services in accordance with Minn . Stat . § 1036 . 227 . S ubdivision 21 . The Board shall coordinate its planning activities with contiguous watershed management organizations and counties conducting water planning and implementation under Minn . Stat . Chapter 1036 . S ubdivision 22 . The Board shall file an annual report with the Board of Water and Soil Resources including a financial report on administration , projects , or other expenditures . S ubdivision 23 . The Commission shall adopt an annual work plan . S ubdivision 24 . The Commission shall designate an official newspaper. 8 . POWERS AND DUTIES OF THE OFFICERS OF THE BOARD OF COMMISSIONERS . S ubdivision 1 . It shall be the duty of the Chairperson of the Board of Commissioners to : (a) Attend and preside at meetings of the Board ; (b) Assist in the preparation of meeting agendas and the annual work plan ; 148980v04 9 RNK : r12/ 17/2009 (c) See that orders and resolutions of the Board are carried into effect ; (d ) Sign and execute documents as may be required for the Board ' s exercise of its powers , except in cases in which the authority to sign and execute is required by. law to be exercised by another person ; and (e) Such other duties applicable to the office as necessary to fulfill the powers and duties of the Board of Commissioners as set forth in the Agreement. S ubdivision 2 . It shall be the duty of the Vice Chairperson of the Board of Commissioners to : (a) Perform the duties of the Chairperson in his or her absence ; and ( b) Perform other duties as assigned from time to time by the Board of Commissioners ; S ubdivision 3 . It shall be the duty of the Secretary/Treasurer of the Board of Commissioners to : (a) Keep and post a true and accurate record of the proceedings of all meetings of the Commission and Board of Commissioners ; ( b) Keep a record of all amendments , alterations , and additions to the Joint Powers Agreement ; (c) Prepare and process all correspondence as needed ; (d ) Prepare and file all reports and statements as required by law and this Agreement ; (e) Keep all financial accounts of the Commission , and prepare and present to the Board of Commissioners a full and detailed statement of the assets and liabilities of the Commissioner's financial accounts ; and (f) Perform other duties as assigned from time to time by the , Board. of Commissioners . 9 . CONSTRUCTION OF IMPROVEMENTS . S ubdivision 1 . The members acknowledge that most of the needed storm water drainage system is already in place . Any additional facilities which are needed shall be 148980v04 10 RNK : r12/ 17/2009 constructed by the member unit where the additional improvement is constructed , not by the Commission , unless the improvement is designated in the Board 's watershed management plan for construction by the Board . Subdivision 2 . Before ordering an improvement , the Board shall secure from an e ngineer a preliminary report advising it whether the proposed improvement is feasible and as to whether it shall best be made as proposed or in connection with some other improvement and the estimated cost of the improvement as recommended . The Board shall then hold a public hearing on the proposed improvement after mailed notice to the Clerk of each member governmental unit and published notice in the Board 's official newspaper. The Commission shall n ot be required to mail notice except by notice to the Clerk . The notice shall be mailed not less than forty-five (45) days before the hearing , shall state the time and place of the hearing , the general nature of the improvement , the estimated total cost , and the estimated cost to each member governmental unit . If the Board orders the construction of an improvement , the order shall describe the improvement, shall designate the engineers to prepare plans and specifications , and shall designate who will contract for the improvement . The Board may not proceed with the project u nless it receives written approval from the governing bodies of at least three (3) member governmental units approving the project . Subdivision 3 . Contract for Improvements . All improvement contracts ordered by the Board shall be let in accordance with State statutory requirements . The bidding and contracting of the work shall be let by any one of the member governmental units as determined by the Board of Commissioners after compliance with the statutes . 148980v04 1 1 RNK : r12/ 17/2009 i I S ubdivision 4. Supervision . All improvement contracts shall be supervised by the entity awarding the contract . Representatives of the Commission shall have the right to enter u pon the place or places where the improvement work is in progress for the purpose of making reasonable tests and inspections . S ubdivision 5 . Land Acquisition . The Commission shall not have the power of e minent domain . All easements or interest in land which are necessary will be negotiated or condemned in accordance with Minn . Stat . Chapter 117 by a governmental unit or by the entity awarding the contract as directed by the Board , and each member agrees to acquire the n ecessary easement or right-of-way or partial or complete interest in land upon order of the Board to accomplish the purposes of this Agreement . All reasonable costs of the acquisition , including attorney's fees , shall be considered as a cost of the improvement . If a member governmental unit determines it is in the best interests • of that member to acquire additional lands , in conjunction with the taking of lands for storm and surface drainage or storage , for some other purposes , the costs of the acquisition shall not be included in the improvement costs of the ordered project . 10 . FINANCES . S ubdivision 1 . The Commission funds may be expended by the Board in accordance with this Agreement in a manner determined by the Board . The Board may designate one or more national or state bank or trust companies authorized to receive deposits of public monies to act as depositories for the Commission funds . In no event shall there be a disbursement of Commission funds without the signature of at least two (2 ) Board members . The treasurer shall be required to ' file with the Board a bond in the sum of at least $ 10 , 000 or 148980v04 12 RNK : r12/ 17/2009 such , higher amount as shall be determined by the Board . The Commission shall pay the premium on the bond . Subdivision 2 . General Fund . Each member shall contribute each year to a general fund . The annual contribution by each member shall be based fifty percent (50 % ) on taxable market value and fifty percent (50 % ) on the basis of area in accordance with the following formula : 148980v04 13 RNK: r12/ 17/2009 Annual Watershed Levy = L Taxable Market Value of a Member's Property in the Watershed = MV Taxable Market Value of All Property in the Watershed = TV Acres of Property a Member Has in the Watershed = A Total Acres in Watershed = TA Member Required Contribution = C %/2 L x MV + %/2 L x A = C TV TA Subdivision 3 . On or before July 1 of each year, the Board shall adopt a budget for ,the ensuing year and decide upon the total amount necessary for the general fund . On or before July 1 , the budget shall be sent to the Clerk of each member governmental unit , together with a statement of the proportion of the budget to be provided by each member. The Board shall , upon notice from any member received prior to August 1 , consider objections to the budget . After considering the objections , the Board may amend the budget . The budget may not be adopted if the governing bodies of three (3 ) or more member units object to it. Subdivision 4. Capital Improvement . (a) An improvement fund shall be established for each improvement project ordered by the Commission not paid for out of the general fund . ( b) Each member agrees to pay its proportionate share of the cost of the improvement in accordance with the determination of the Board as set forth herein . The Board, in its discretion , may require members to make advance payments based upon estimated costs , subject to adjustment to reflect actual costs , or may bill the members as costs are actually incurred . Members agree to pay billings within thirty ( 30) days of receipt . The Board or the member awarding the contract shall advise other contributing members of the tentative time schedule of the work and the estimated times when the contributions shall be necessary . 148980v04 14 RNK:r12/ 17/2009 Subdivision 5 . All capital improvement costs of improvements designated in the • Board 's adopted watershed management plan for construction by the Board not paid for out of the general fund shall be apportioned on the following bases : ( 1 ) The ratio of taxable market value of each member within the boundaries of the benefited area to the total taxable market value within the entire benefited area ; (2) The ratio of storm water runoff produced by each member within the boundaries of the benefited area to the total runoff of storm water produced by the entire benefited area ; (3) The ratio of targeted pollutants , as identified by the Board , from a member community to the total targeted pollutants contributed by all member communities . If more than one pollutant is targeted , the percentage of the ratio given to each pollutant shall be determined by the Board . This may only be used in conjunction with projects that are intended to improve water quality ; (4) Pursuant to Minn . Stat . § 103B . 251 . (5) A combination of the above apportionment methods ; Subdivision 6 . Any member governmental unit aggrieved by the determination of the Board as to the allocation of the costs of an improvement shall have thirty (30) days after the Board resolution ordering the improvement to appeal the determination . The appeal shall be in writing and shall be addressed to the Board asking for arbitration . The determination of the member's appeal shall be referred to a Board of Arbitration . The Board of Arbitration shall consist of three (3 ) persons : one to be appointed by the Board of Commissioners , one to be appointed by the appealing member governmental unit, and the third to be appointed by the two so selected . In the event the two persons so selected do not appoint the third person within fifteen ( 15 ) days after their appointment, then the chief judge of the District Court of Dakota County shall have jurisdiction to appoint , upon application of either or both of the two earlier selected , the third person to the Board . The third person selected shall not be a resident of any 148980v04 15 RNK: r12/ 17/2009 member governmental unit and shall be a person knowledgeable in the subject matter . The arbitrators ' expenses and fees , together with other expenses , not including counsel fees , incurred in the conduct of the arbitration shall be divided equally between the Commission and the appealing member. Arbitration shall be conducted in accordance with the Uniform Arbitration Act, Minn . Stat . Chapter 572 . 11 . SPECIAL ASSESSMENTS . The Commission shall not have the power to levy special assessments . 12 . DURATION . Subdivision 1 . Each member agrees to be bound by the terms of this Agreement until January 1 , 2020 , and it may be continued thereafter upon the agreement of all the parties . Subdivision 2 . This Agreement may be terminated prior to January 1 , 2020 , by the written agreement of a majority of the members . Subdivision 3 . In addition to the manner provided in Subdivision 2 for termination , any member may petition the Board to dissolve the Agreement . Upon thirty (30) days ' notice in writing to the Clerk of each member governmental unit , the Board shall hold a hearing and upon a favorable vote , the Board may by resolution recommend that the Commission be dissolved . The resolution shall be submitted to each member governmental unit and if ratified by a majority of the governing bodies of all eligible members within sixty (60) days , the Board shall dissolve the Commission following 90 days notice to Dakota County and the Minnesota Board of Water and Soil Resources , and allowing a reasonable time to complete work in progress and to dispose of personal property owned by the Commission . 13 . . DISSOLUTION . Upon dissolution of the Commission , all property of the Commission shall be sold and the proceeds thereof, together with monies on hand , shall be 148980v04 16 RNK : r12/ 17/2009 distributed to the eligible members of the Commission . Such distribution of Commission assets shall be made in proportion to the total contribution to the Commission required by the last annual budget . 14. EFFECTIVE DATE . This revised Agreement shall be in full force and effect when all five (5) members , delineated in paragraph 4 of this Agreement , have executed this Agreement . All members need not sign the same copy . The signed Agreement shall be filed with the City Clerk of the City of Burnsville . Prior to the effective date of this revised Agreement , any signatory may rescind their approval . IN WITNESS WHEREOF , the undersigned governmental units , by action of their governing bodies , have caused this Agreement to be executed in accordance with the authority of Minn . Stat . § 471 . 59 . Approved by the City Council CITY OF LAKEVILLE , 20 . BY: ATTEST: 148980v04 17 RNK : r12/17/2009 Approved by the City Council L OF BU r SV i r -Tar 20 war �y � A_. f / A ST : /� ► i_ / A%e$ � r r Approved by the City Council CITY OF EAGAN • 20_ BY: ATTEST : Approved by the City Council CITY OF APPLE VALLEY 20_ BY: ATTEST : 148980v04 18 RNK :r12/ 17/2009 f Approved by the City Council CITY OF BURNSVILLE , 20 . BY: l ATTEST : Approved by the City Council CITY OF EAGAN , • 20_. BY : ATTEST : Approved by the City Council CITY OF APPLE VALLEY aI1 , 201_0. e BY: ;.12d /!1,. i,. . - I {' ' ary " amal . ,.' an . , Mayor ATTEST: • ' a L cictoekti Pamela J . Ga - stetter , City Clerk 148980v04 18 RNK:r12/ 17/2009 Approved by the City Council CITY OF BURNSVILLE , 20_ BY: ATTEST : Approved by the City Council CITY OF E GAN / , 20= BY: A �, ATTEST : t if{ 1 , 1 / 7 .(74 Approved by the City Council CITY OF APPLE VALLEY , 20 . BY : ATTEST: 148980v04 18 RNK :r12/ 17/2009 Approved by the City Council CITY p,F LAKEVILLE r BY : ' Lij �/1 / 1 J ATTEST . , ' % / ` f k LFI 148980v04 19 RNK: r12/ 17/2009 Bert Fo r Data 12222es914 el 33AI F . I \Ch nMackdogea-soar aBwrtlerePre asedBsctioo9S'•Y,OBoJedary_12222009 read User a,m3 _ J . . La1<e _ _ el pe Bloomington % eQ\ r°\ply Ne ' �o2 " Eagan River - d ,__.._.- ^''-. Da eei e •�, et - _ - '�1 , / Burnsville t //ar - j - : ././b47• ff/ Savage SunsetPond ° } Alava4net AppleValley 11 Lek v Ee,tay ' : ` r4 2` L.K. I tyke • eh'e'Ram lirilellegd :r 1 Hanrahan Lake Keller I Lake ,I Crystal Lake j tat Levan { Lake _ ,._ .. Murphy Lake Lee , t Labe S Lske Orchard Credit Lake / River Township , Lakeville r c 3 50 P U . o m h 7 • 1 Ejj Black Dog WMO Boundary !___I Municipal Boundary = Interstate Highway EXHIBITAto JOINT POWERS AGREEMENT BLACK DOG WMO BOUNDARY US Highway December 2009 State Trunk Highway Feet 2,000 0 2,000 4,000 6,000 8,000 ® County State-Aid Highway Municipal State-Aid Street BARB Meters , Major River 1 ,000 0 1 ,000 2,000 3,000 Dakota County Parcel • ITEM: 4.J. ..... :�. Apple ii COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Change Order No. 1 to Agreement with McNamara Contracting for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Public Works Department ACTION REQUESTED: Approve Change Order No. 1 to the agreement with McNamara Contracting, Inc., for Project 2019-108, County Road 42 Johnny Cake Ridge Road Improvements, by adding the amount of$41,616.21. SUMMARY: Attached for consideration is Change Order No. 1 that addresses requested changes to the construction documents. A brief description of the change order is as follows: This change order will add additional scope changes and quantities to the project. • Item 149, Storm Sewer Tie Into Existing, covers all necessary costs to make an unplanned connection to a storm drainage pipe that was not previously known to exist. • Item 150, Establish Irrigation Service, adds all necessary costs to cover the creation of an irrigation service, which was not included in the original scope of the project. • Item 151, Temporary Hydromulch, covers all necessary costs to keep erosion mitigated and dust to a minimum before seeding is feasible. • Items 152 and 153, Private Utility Restoration, add all necessary costs to repair unaddressed damages caused to restoration by private utility companies. • Items 154 and 155, Prep Work For Modular Block Retaining Wall and Modular Block Retaining Wall, cover all costs associated with the construction of a retaining wall adjacent to a bituminous trail necessary to keep the grading from impacting many trees adjacent to commercial properties. • Item 156, Temporary Traffic Signal Service, covers all costs associated with bringing the traffic signal online until Xcel arrives to connect it to the newly installed service. • Item 65, Traffic Control, which has had an increase in scope considered above and beyond what was originally proposed. The total is $41,616.21. The cost associated with this change reflects fair market value for the work and materials. BACKGROUND: On October 10, 2019, City Council adopted resolution 2019-118, Final Plat and Development Agreement approval Menards at Hanson Concrete, which included Waiver of Objection to Special Assessments. On February 13, 2020, City Council adopted Resolution 2020-18, approving plans and specifications and directing receipt of sealed bids for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements. On March 12, 2020, City Council approved purchase of traffic signal system Materials and Electrical Equipment for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements. On March 12, 2020, City Council approved purchase of traffic signal controller cabinet and controller unit for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements. On March 26, 2020, City Council adopted resolution 2020-39 awarding agreement for Project 2019-108, County Road 42 and Johnny Cake Ridge Road Intersection Improvements, to McNamara Contracting, Inc. BUDGET IMPACT: Project costs associated with this work will be paid by Menard, Inc., and City of Apple Valley. The Project costs and funding sources are summarized as follows: Estimated Project Costs: Estimated Awarded Costs Construction Cost $ 2,827,134.00 $2,138,901.52 Construction Contingency 282,713.40 929,329.67 Engineering, Contract Admin, 777,461.60 777,461.60 Inspection, Testing, Survey Change Order No 1 41,616.21 Total Estimated Cost $ 3,887,309.00 $ 3,887,309.00 Estimated Project Funding: Developer (Menard's) $ 3,848,910.75 $ 3,861,578.50 City Cost (Municipal State Aid 38,398.25 25,730.50 Funds) Total Estimated Funding $ 3,887,309.00 $ 3,887,309.00 ATTACHMENTS: Change Order Document(s) 449 •■•• Owner:City of Apple Valley,7100 W. 147th St.,Apple Valley.MN 55124 Date September 10,2020 ••• Contractor:McNamara Contracting.inc., 16700 Chippendale Avc,Rosemount,MN 55068 Apple Va114 Bond No: Bond Company: The Guarantee Company of North America 16179787 CHANGE ORDER NO.1 County Road 42 and Johnny Cake Ridge Road Intersection Improvements CITY PROJECT NO.2019-108 The following items are deemed to be necessary to complete the project according to the intended design. In accordance with the terms of this Contract,the Contractor is hereby authorized and instructed to perform the work as altered by the following provisions. Descrili;liou of Work This change order will add additional scope and quantities to the project.Item 149,Storm Sewer Tie Into Existing,covers all necessary costs to make an unplanned connection to a storm drainage pipe that was not previously known to exist.Item 150,Establish Irrigation Service,adds all necessary costs to cover the creation of an irrigation service,which was not included in the original scope of the project.Item 151,Temporary Hydromulch, covers all necessary costs to keep erosion mitigated and dust to a minimum before seeding is feasible.Items 152 and 153,Private Utility Restoration, add all necessary costs to repair unaddressed damages caused to restoration by private utility companies.Items 154 and 155,Prep Work For Modular Block Retaining Wall and Modular Block Retaining Wall,cover all costs associated with the construction of a retaining wall adjacent to a bituminous trail necessary to keep the grading from impacting many trees.Item 156,Temporary Traffic Signal Service,covers all costs associated with bringing the traffic signal online until Xcel arrives to connect it to the newly installed service.Finally additional quantity has been added to item 65,Traffic Control,which has had an increase in scope considered above and beyond what was originally proposed. Contract Unit Total No. Item Unit Quantity Price Amount CHANGE ORDER NO.1 149 STORM SEWER TIE INTO EXISTING LS 1 $1,699.87 $1,699.87 150 ESTABLISH IRRIGATION SERVICE LS 1 $5,067.11 $5,067.11 151 TEMPORARY HYDROMULCH LS 1 $7,650.83 $7,650.83 PRIVATE UTILITY RESTORATION AT 147TH/JOHNNY 152 CAKE LS 1 $4,559.56 $4,559.56 PRIVATE UTILITY RESTORATION AT 149TH/JOHNNY 153 CAKE LS 1 $1,306.25 $1,306.25 154 PREP WORK FOR MODULAR BLOCK RETAINING WALL LS 1 $3,025.00 $3,025.00 155 MODULAR BLOCK RETAINING WALL SF 515 $33.00 $16,995.00 156 TEMPORARY TRAFFIC SIGNAL SERVICE EA 1 $616.00 $616.00 65 TRAFFIC CONTROL EA 1 $696.59 $696.59 TOTAL CHANGE ORDER NO.1 $41,616.21 2019-108 Change Order No 1.xls Original Contract Amount $2,138,901.52 Previous Change Orders $0.00 This Change Order $41,616.21 Revised Contract Amount(including this change order) $2,180,517.73 CHANGE IN CONTRACT TIMES Original Contract Times: Substantial Completion(days or date): 8/31/2020 Ready for final Payment(days or date): 9/30/2020 Increase of this Change Order: Substantial Completion(days or date): 10/1/2020 Ready for final Payment(days or date): 11/1/2020 Contract Time with all approved Change Orders: Substantial Completion(days or date): 10/1/2020 Ready for final Payment(days or date): 11/1/2020 Approved by Contractor: Approved by Owner: McNamara Contractin , Inc. CITY OF APPLE VALLEY 4441411412 AV" Mary Hamann-Roland,Mayor kb Date Date Approved By Public Works APPLE VALLEY Attest:Pamela J.Gackstetter,City Clerk 1110 Date ct1`'L Date cc: Contractor Bonding Company 2019-108 Change Order No 1.xls • ITEM: 4.K. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Change Order No. 1 to Agreement with Building Restoration Corporation, for Project 2019-164,Apple Valley Community Center Masonry Restoration and Grade Repair, and Approve Acceptance and Final Payment Staff Contact: Department/ Division: Mike Endres,Acting Parks & Recreation Director Parks and Recreation Department ACTION REQUESTED: Approve Change Order No. 1 to the agreement with Building Restoration Corporation, for a deduct of $18,800.00, and accepting Project 2019-164, Apple Valley Community Center Masonry Restoration and Grade Repair, as complete and authorizing final payment in the amount of$54,354.00. SUMMARY: Building Restoration Corporation has completed the masonry repairs and groundwork/grade repair. They have submitted application for payment. Included is Change Order No. 1 as a deduct of $18,800.00 for the removal of winter conditions as originally quoted. Staff finds the results of the project acceptable and recommends payment. BACKGROUND: Project 2019-164, included an agreement with Building Restoration Corporation for the masonry repair and grade correction at Apple Valley Community Center. The project has been satisfactorily completed and staff recommends authorization of the change order and final payment. Funds have been allocated within the 2020 Budget for this expenditure. BUDGET IMPACT: $54,354.00 - 2020 Budget Item ATTACHMENTS: Change Order Document(s) Final Pay Documents City of Apple Valley CHANGE ORDER NO. 1 Contractor: Building Restoration Corporation June 4,2020 Address: 1920 Oakcrest Avenue, Suite#1 Roseville,MN 55113 Project: Apple Valley Community Center Masonry Restoration and Grade Repair City Improvement Project No. 2019-164 The Contract Agreement is changed as follows: CHANGE IN PAYMENT The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the prices bid as set forth in the accepted Proposal Form minus "winter conditions" temporary heat and cover. The aggregate amount of which is $54,354.00. Upon completion of service by the Contractor and acceptance by the City, Contractor shall submit an invoice for the aggregate amount. This invoice will be paid by the City within thirty(30)days of receipt. Original Contract Amount $ 73,154.00 Change Order No. 1 -DEDUCT ($18.800.00) Revised Contract Amount $ 54,354.00 CHANGE IN CONTRACT TIME The Contract completion date will not change as a result of this change order. Accepted: BUILDING RESTORATION Approved: CITY OF APPLE VALLEY CORPORATION By By: Contractor's Authorized sentative Mary Hamann-Roland,Mayor Date: June 4,2020 Date: Approved: ing Director By: Pamela J. Gackstetter,City Clerk By Mike Endres Date: • Date: 9 /( °.d° CITY OF APPLE VALLEY, MINNESOTA APPLICATION FOR PAYMENT DATE: July 27, 2020 FOR PERIOD: FINAL PYMT PROJECT: 2019-164, Apple Valley Community Center FROM: TO: Masonry Restoration and Grade Repair CONTRACTOR: Building Restoration Corporation REQUEST FOR PAYMENT NO. Final ADDRESS: 1920 Oakcrest Avenue, Suite 1 Roseville. MN 55113 SUMMARY: 1. Original Contract Amount $73.154.00 2. Change Order-ADDITION $ _ 3. Change Order- DEDUCTION $18,800.00 4. Revised Contract Amount $54,354.00 5. Total Completed and Stored to Date $54.354.00 6. Less Retainage % $ 7. Total Earned Less Retainage $ 8. Less Amount Paid Previously $ 9. AMOUNT DUE THIS CURRENT REQUEST $54,354.00 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: Building Restoration Corporation By: Travis Phillips Recommended for Payment By: � ATTACH ITEMIZED INVOICE I Title: 0rk . u 'zi" gei--;/7 aced-or- Date: / "1/-09°624) Building Restoration Corporation 1920 Oakcrest Avenue, Suite#1 Roseville, MN 55113 ''� Phone: 612-789-2800 46, Fax: 612-789-2875 Invoice Apple Valley Community Center Invoice: 191039.1 14603 Hayes Road Date: 06-30-2020 Apple Valley, MN 55124 Total: $73,154.00 Job: Apple Valley Community Center From: Travis Phillips Base Bid Amount $ 73,154.00 Change Order#1: Temp heat and cover deduct + -18,800.00 Total Contract Amount $ 54,354.00 Progress to date: 100% $ 54,354.00 Previously billed + Amount Due $ 54,354.00 Payment due upon receipt unless contract agreements have been otherwise arranged. 1 1/2% per month interest due on unpaid balance. No retainages or discounts allowed. CITY OF APPLE VALLEY, MINNESOTA APPLICATION FOR PAYMENT DATE: July 27. 2020 FOR PERIOD: FINAL PYMT PROJECT: 2019-164, Apple Valley Community Center FROM: _ TO: Masonry Restoration and Grade Repair CONTRACTOR: Building Restoration Corporation REQUEST FOR PAYMENT NO. Final ADDRESS: 1920 Oakcrest Avenue. Suite 1 - Roseville. MN 55113 SUMMARY: 1. Original Contract Amount $73.154.00 2. Change Order-ADDITION $ 3. Change Order- DEDUCTION $18,800.00 4. Revised Contract Amount $54.354.00 5. Total Completed and Stored to Date $54.354.00 6. Less Retainage % $ 7. Total Earned Less Retainage $ 8. Less Amount Paid Previously $ 9. AMOUNT DUE THIS CURRENT REQUEST $54,354.00 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: Building Restoration Corporation By: Travis Phillips Recommended for Payment By: � ATTACH ITEMIZED INVOICE (ad(Title: �v-:���.�rn�'�2v+d� dej--;/7 Date: q`�l(r09DP Building Restoration Corporation 1920 Oakcrest Avenue, Suite#1 Roseville, MN 55113 Phone: 612-789-2800 Fax: 612-789-2875 Invoice Apple Valley Community Center Invoice: 191039.1 14603 Hayes Road Date: 06-30-2020 Apple Valley, MN 55124 Total: $73,154.00 Job: Apple Valley Community Center From: Travis Phillips 1 Base Bid Amount $ 73,154.00 Change Order#1: Temp heat and cover deduct + -18,800.00 Total Contract Amount $ 54,354.00 Progress to date: 100% $ 54,354.00 Previously billed + Amount Due $ 54,354.00 Payment due upon receipt unless contract agreements have been otherwise arranged. 1 1/2% per month interest due on unpaid balance. No retainages or discounts allowed. • ITEM: 4.L. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Change Order No. 1 to Agreement with Budget Sandblasting and Painting, Inc., for Project 2020-124, 2020 Fence & Light Pole Reconditioning Services, and Approve Acceptance and Final Payment Staff Contact: Department/ Division: Jeff Lathrop, Public Works Superintendent- Streets Streets Division ACTION REQUESTED: Approve Change Order No. 1 to agreement with Budget Sandblasting and Painting, Inc. for an increase of $1,984.00; and accept Project 2020-124, 2020 Fence & Light Pole Reconditioning Services as complete and authorize final payment in the amount of $32,067.98 for a contract total of$57,305.68 SUMMARY: Budget Sandblasting and Painting, Inc. has requested final payment for reconditioning and painting services on fence along Pennock Avenue, and 153rd St. and 65 light poles within the Ring Route. This is the third and final payment request. The contractor has completed all work per the agreement. The improvements have been inspected and found to be acceptable for final payment. Change Order No. 1 is for an increase of $1,984.00 and is due to an additional 16 fence posts being reconditioned. BACKGROUND: On May 4th, 2020, City Council approved an agreement with Budget sandblasting and Painting, Inc. in the amount of $55,321.68 for services to recondition and paint Ring Route fence and light poles. BUDGET IMPACT: Funds for this project are included in the 2020 operating budgets for the Public Works Streets Division, and Public Works Street Light Utility. ATTACHMENTS: Change Order Document(s) Final Pay Documents oae o Owner:City of Auk Valley,7100 W.147th St.,Apple Valley,MN 551: Date Sg Coulter 3,2620 seee } see city of Apple C omm tor;It l't S.i,,fblasini E..Painting,Inc. A VallOy CHANGE ORDER NO.1 Project 2020-124,2020 Fence&Light Pole Reconditioning Services The following items are deemed to be necessary to complete the project according to the intended design. In accordance with the terms of this Contract,the Contractor is hereby authorized and instructed to perform the work as altered by the following provisions. Description of Work Additional Fence Support Posts Unit Total No. Item Unit Quantity Price Amount 1 Additional Fence EA 16 $124.00 $1,984.00 Support Posts TOTAL CHANGE ORDER NO.1 S1,984.00 Approved by Contractor: Approved by Owner: BUDGET SANDBLASTING&PAINTING,INC. CITY OF APPLE VALLEY GG� Mary Hamann-Roland,Mayor }� _11g pe r1 �, -1.74-rJ(ires) Date F. 8'- $O$O Date Approved by Public Works Attest:Pamela J.Cmckstetter,City Clerk CITY OF APPLE VALLEY Date Matt Seam,Public Works Director Date c: Contractor Project File 2020-124 Project 2020-124 CO I PAYMENT VOUCHER 3 & FINAL 2020 Fence&Light Pole Reconditioning Services SEP 0 9 2020 Project 2020-124 For Period Ending:September 3,2020 OWNER: CONTRACTOR: City of Apple Valley Budget Sandblasting & Painting, Inc. 7100 147th Street West 6202 Concord Blvd Apple Valley, MN 55124 Inver Grove Heights, MN 55076 Phone: 651-450-7992 Amount of Contract: $55,321.68 Change Order 1 51,984.00 Total Amount $57,305.68 Contract Value Less Amount of Work 5 Less Net Account Per Agreement Certified Percent Previous Amount Number May 4,2020 To Date Retained Payments Due Streets Division 1625-6249 2020124G $39,721.68 $41,705.68 $0.00 $9,637.70 $32,067.98 5805-6249 2020124G $15,600.00 $15,600.00 $0.00 $15,600.00 $0.00 Subtotal $55,321.68 $57,305.68 $0.00 $25,237.70 $32,067.98 Total $55,321.68 $57,305.68 $32,067.98 Date: q'g- pto / / �-- Pu•,,,arks Superinte ent-Streets Date: ( At/hi Public Works I??' ector Invoice Date: September 1. 2020 Invoice 90120 BUDGET SANDBLASTING & PAINTING, INC. ott - FLOOR TECH COATINGS - BUDGET PAINTING IP I , Steven Barry (President) • _1 6202 Concord Blvd, Inver Grove Heights, MN 55076 • T 651-450-7992 Office 651-450-8286 Fax Email: bs-p(a�msn.com Website: www.bsp-mn.com To: Location: City of Apple Valley 7100 147th Street West Apple Valley, MN 55076 CIO: PO#: Jeffrey Lathrop QUANTITY DESCRIPTION PRICE Project 2020-124 (final Invoice) Fence & Light Pole Reconditioning Services Contract: $55,321.68 Less two payment request: ($14,820.00, $10,417.70) $25,237.70 Balance owed on Contract: $30,083.98 16 Additional Fence Support Posts @ $124.00 ea. (change order) $1,984.00 Total Amount Due: $32,067.98 Terms: net ten days THANK YOU FOR YOUR BUSINESS! •• Owner City of Apple Valley,7100 W.147th St.,Apple Valley,MN 55124 Date: September 2,2020 •••••• 92/2020 For Period: Request No: 3&Final Appl1/alleY Contractor.. Budge Sandblasting&Painting,Inc. CONTRACTOR'S REQUEST FOR PAYMENT 2020 Fence&Light Pole Reconditioning Services Project File No.2020-124 SUMMARY 1 Original Contract Amount $ $55,321.68 2 Change Order-Addition $ 1,984.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $0.00 5 Value Completcd to Date $ $57,305.68 6 Material on Hand $ $0.00 7 Amount Earned $ $57,305.68 8 Less Retainage 0% $ $0.00 9 Subtotal $ $5705.68 10 Less Amount Paid Previously $ $25,237.70 11 Liquidated damages- $ $0.00 12. AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 3&Final $ $32.067.98 Approved by Contractor: Approved by Owner: Budget Sandblasting&Painting,Inc. CITY OF APPLE VALLEY S.y4 a trG n f l� r!•y (Pre-.17 1 s! !Streets S eirdent �-g- 7°Z) Date Specified Contract Completion Date: September 1,2020 Mary Hamann-Roland,Mayor Date Attest:Pamela J.Gackstetter,City Clerk Request For Payment 3&Final(2) Owner:City of Apple Valley,7100 W.147th St.,Apple Valley,MN 55124 September 2,2020 City of Apple Budget Sandblasting&Painting,Inc. Valley CONTRACTOR REQUEST FOR PAYMENT SUPPLEMENTAL INFO 2020 Fence&Light Pole Reconditioning Services Contract Est. Contract Unit Previous Current Quantity Total Item Quantity Price Quantity Quantity To Date Amount Due 1 3-RAIL FENCE PAINTING LF 1,031 $ 25.18 0 1,031 1,031 $25,960.58 2 FENCE POST CAPS EA 20 $ 42.00 19 1 20 $840.00 3 L-SHAPED MOUNTING BRACKETS EA 798 $ 3.45 0 798 798 $2,753.10 4 FENCE SUPPORT POST PAINTING(32") EA 82 $ 124.00 82 16 98 $12,152.00 5 DECORATIVE LIGHT POLE PAINTING EA 65 $ 240.00 65 0 65 $15,600.00 TOTAL DUE $57,305.68 PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File No.2020-124 2020 Fence&Light Pole Reconditioning Services CHANGE ORDERS No. Date Description Amount 1 9/2/2020 Additional Fence Support Posts $1,984.00 Total Change Orders $1,984.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 3 08/26/2020 09/02/2020 $32,067.98 $0.00 $57,305.68 Material on Hand $0.00 Total Payment to Date $57,305.68 Original Contract $55,321.68 Retainage Pay No. 1 0.00 Change Orders $1,984.00 Total Amount Earned $57,305.68 Revised Contract $57,305.68 • ITEM: 4.M. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Acceptance and Final Payment on Agreement with Keys Well Drilling Company for Project 2019-163, Well Pumps 6, 11, 20 and Low Zone Pump 4 Maintenance. Staff Contact: Department/ Division: Brian Skok, Public Works Superintendent- Utilities Utilities Division ACTION REQUESTED: Approve acceptance and final payment on agreement with Keys Well Drilling Company for Project 2019-163, Well Pumps 6, 11, 20 and Low Zone Pump 4, in the amount of$7,366.75 for a contract total of$147,335.00. SUMMARY: Keys Well Drilling has completed the maintenance on the wells and high service pump. The extent of well maintenance needed is difficult to predict until the well and pump are pulled and inspected. To address this uncertainty, unit prices are requested when the project is bid. The final cost of the project is $147,335.00 this includes a $107,645.00 original bid and a $39,690.00 approved Change Order No. 1. BACKGROUND: On November 29, 2018, City Council approved an agreement with Keys Well Drilling Company for routine well and pump maintenance. On April 9, 2020, the City Council approved Change Order No. 1 on this project in the amount of$39,690.00. BUDGET IMPACT: Funding for this project is included in the 2019 operating budget for the Public Works Water Utility Operations Budget. Project 2019-163 Code: 5320.6735 Well Pumps 6, 11, 20 & LZP4 Maintenance Original Agreement $ 107,645.00 Change Order No. 1 $39,690.00 Less Previous Payments ($139,968.25) Final Pay Request $ 7,366.75 Final Project Cost $147,335.00 Budgeted $155,000.00 Under Budget $ 7,665.00 ATTACHMENTS: Final Pay Documents PAYMENT VOUCHER-Pay Request No.5 Well Pump 6,11,20,LZP4 Maintenance AV Project 2019-163 For Period Ending:6/24120 OWNER: CONTRACTOR: City of Apple Valley Keys Well Drilling Company 7100 147th Street West 1156 Homer Street Apple Valley, MN 55124 St. Paul, MN 55116-3232 Phone: 651-646-7871 Amount of Contract: $107,645,00 Change Order# 1 $39,690.00 Total Amount $147,335.00 Contract Value Less Amount of Work 5 Less Net Account Per Agreement Certified Percent Previous Amount Number dated December 12,2019 To Date Retained Payments Due Utilities Division 5305.67352019163W $147,335.00 $147,335.00 $7,368.75 $139,968.25 $7,366.75 Subtotal $147,335.00 $147,335.00 $7,366.75 $139,968.25 $7,366.75 Total $147,335.00 $147,335.00 67,386.75 $139,968.25 $7,366.75 Date: 971490ZQ .f: _ Pu blic Works Superintendent Date: ObIZO Pub€Works Dictor ADMINISTRATION PW/FINANCE DATA/PAYMENT VOUCHER-PW &sow Owner. City of Apple Valley,7100 W.147th St,Apple Valle r,MN 55124 Bate: August 27,2020 rrrf• ForPeriod: 6/20/20 to 6/24/20 Request No; 5 Apple', Contractor: Keys Well Drilling Company,1156 Ho~met St Saint Paul MN 55116 3232 Ya 7 CONTRACTOR'S REQUEST FOR FINAL PAYMENT 2019 Well Pumps 6,11,20 and Low Zone Pump 4 Maintenance Project File No. 2019-163 SUMMARY 1 Original Contract Amount $ $107,645.00 2 Change Order-Addition $ 39,690.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount _W $ $147,335.00 5 Value Completed to Date $ $147,355.00 6 Material on Hand $ $0.00 7 Amount Earned $ $147,335.00 8 Less Retainage 0% $ $0.00 9 Subtotal $ $147,335.00 10 Less Amount Paid Previously $ $139,968.25 11 Liquidated damages $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 5&Final $7.366,7 Approved by Contractor: Approved by Owner Keys Well Drilling Company CI F APPLE } Brian Skok,Utilities Superintendent Dat Specified Contract Completion Date: 6/29/2020 Mary Hannan Fnfanrl,Myor Date Attest Pamela J.Gackstetter,City Clerk Request far Payment 5&Final Contract Unit Previous Current Quantity Amount Est. No. Item Unit Quantity Unit Price guano:. Desert/, To Date To Date PART 1-Well 6 Pump Repairs Remove and Reinstall Une ShaftTo rbl na Pump and Electric 1 Motor LS 1 $ 9,300;00 1.00 '1,00 $ 9,300.00 2 Shop Time far Cleaning and Repairing Pump HR 20 $ 100.00 20.00 20.00 $ 2,000.00 3 Electric Motor Inspection LS 1 $ 200.00 L00 1.00 $ 200.00 4 10"a 10',SCH 40 Column Pipe with Coupling EA 10 $ 590.00 I 22.00 22.00 $ 12,980.00 5 10"x 5',SCH 40 Column Pipe With Coupling EA 1 5 430.00 I L00 1.00 $ 430.00 6 10"a 10'SCH 40 Suction Pipe PA 1 5 500.00 I 0.00 $ - 1.11/16"x 10',Stainless Steel Line Shalt with Stainless Steel 7 Sleeve EA 10 $ 300.00 0A0 $ - 1-11/16"x 5',Stainless Steel Line Shaft with Stainless Steel 8 Sleeve EA 1 $ 235.00, 0.00 $ - 9 1-11/16"Stainless Steel Line Shaft Coupling EA 9 $ 50.00 0.00 $ - 1-11/16"x 10,C-1040 Steel Une Shaft with Stainless Steel 10 Sleeve EA 5 $ 170.00 0.00 $ - 1-11/16"x 5',C-1040 Steel Line Shaft with Stainless Steel 11 Sleeve EA 1 $ 130.00 0.00 $ - 12 1-11/16"Steel Line Shaft Coupling EA 1 $ 20.00 0.00 $ - 13 Bronze Bearing Retainer w/Rubber Bearing EA 1 $ 120A0 0.00 $ - 14 Furnish and install Rubber Bearing in Existing Retainer EA 23 $ 35.00 27.00 27.00 $ 945.00 Remove Existing Sleeve and Furnish and Install New Stainless 15 shaft Sleeve on Existing Line Shaft EA 1 $ 50.00 0.00 $ , 1 16 Furnish and Install New Discharge Head Bearing LS 1 $ 301100 1.00 I.OD $ 300.00, 17 Stainless Steal Hand Shaft LS 1 $ 600.00 1.00 1.00 $ 600.00 18 Furnish and Install Complete Set of Bowl Bearings LS 1 $ 400.00 1.00 1.00 $ 400.00 19 Stainless Steel Bowl Shaft LS 1 $ 600.00 1.00, 1.00 $ 600.00 Machine Bowl and Furnish and Install Bronze impeller Wear 20 Ring Each Stage EA 4 $ 450.00 4.00 4.00 $ 1,800.00 21 Reassemble Bowl LS 1 $ 300.00 1.00 1.00 $ 300310 22 Paint Column,Bowl,and suction Pipe lS 1 $ 4,000.00 1.00 1.00 $ 4,000.00 23 Well Level Monitor PVC Stilling Tubing-11/4"ID L5 2 $ 400.00 2.00I 0.00 2.00 $ 800.00 TOTAL PART 1-Well 6 Pump Repairs $ 34,655.00 1 PART2-Well 11 Pump Repairs - Remove and Reinstall Submersible Turbine Pump and Electric 24 Motor LS 1 $ 6,000.00 1.00 0.00 1.00 $ 6,000.00 25 Shop Time for Cleaning and Repairing Pump HR 20 $ 300.00 20.00- 0.00 20.00 $ 2,000.00 26 10"x 20',SCH 40 R and D Column Pipe with Coupling EA 6 $ 1,100.00 2.00 0.00 2.00 $ 2,200.00 27 Column Check Valve,10"ductile iron,poppet style EA 1 $ 2,175.00 1.00 0... 1.00 $ 2,175.00 28 Set of Pit less 0-Rings L5 1 $ 100.00 0.00 $ 29 Furnish and Install Complete Set of Bowl Bearings L5 1 $ 400.00 Lon 0.00 1.00 $ 400.00 30 Stainless Steel Bowl Shaft L5 1 $ 600.00 1.00 0.00 1.00 $ 600.00 Machine Bowl and Furnish and Install Bronze Impeller Wear 31 Ring Each Stage EA 4 $ 450.00 4.00 0.00. 4.00 $ 1,800.00 32 Reassemble Bowl LS 1 $ 300,00 1.00 0.00, 1.00 $ 300.00 33 Paint Column,Bowl,and Motor LS 1 $ 4,000.00 1.00 0.00' L00 $ 4,000.00 34 Well Level Monitor PVC Stilling Tubing-1 1/4"ID L5 2 $ 400.00 1 2.00 0.00 2.00'$ 800.00 ADO Replace Existing 100HP motor with new Hitachi motor EA 1 $ 213,550.00 L001 0.00 1.00 $ 28,550.00 Raquel for P"„n"nte a Mel Contract Unit Previous Current Quantity I Amount Est. No. Item Unit Quantity_ Unit Price Quantity. Quantity_ To Date 4 To Date ADD Replacel2RlHC motor motor adapter EA` 1 $ 2,300.00 _ 1.00• 0.00 SAG'$ 2,300,00 TOTAL PART 2-Well 1/Pump Repairs $ 51,115.00 PART 3-Well 20 Pump Repairs Remove and Reinstall Submersible Turbine Pump and Electric 35 Motor LS 1 $ 6,000.00 L00 0.00 1.001$ 6,000.00 36 Shop Time for Cleaning and Repairing Pump HR 20 $ 100.00 20.00 0.00 20.90 $ 2,000.00 36.1 10"x 20',SCH 40 R&D Column Pipe with Coupling EA 6 $ 1,100.00 I 10.00 0.00 10.00:$ 11,000.00 37 Column Check Valve,10"ductile iron,poppet style EA 1 $ 2,175.00 1.00 0.00 1.00 $ 2,175.00 38 Set of Pit less 0-Rings EA 2 $ 200.00 0.00 $ - 39 Furnish and Install Complete Set of Bowl Bearings EA 1 $ 400.00 1.00 0.00� 1.001$ 400.00 40 Stainless Steel Bowl Shaft EA 1 $ 600.00 1..001 0.00 1.00 $ 600.00 Machine Bowl&Furnish&Install Bronze Impeller Wear Ring 41 Each Stage EA 5 $ 500.00 3.00 0.001 3.00'.$ 1,500.00 42 Reassemble Bowl EA 1 $ 300,00 1.00 0.00: 1.00 $ 300.00 43 Paint Column,Bawl,end Motor EA 1 $ 4,000.00 1.00 0.00 1.00 $ 4,000.00 44 Well Level Monitor PVC Stilling TubIng-11/4'ID LS 2 $ 400.00 2.00 0.00 2.00 $ 800.00 ADD Rebuild 150hp Hitachi motor EA 1 $ 13,950.00 1.00 0.00 1.00 $ 13,950.00 ADD Replace 14R1HC motor adpater EA $ 2,925.00 1.00 0.00 L00,$ 2,925.00 TOTAL PART 3-Weil 20 Pump Repairs 1$ 45,650.00 PART 4-Low Zone Pump Repair LZP4 Remove and Reinstall Line Shaft Turbine Pump and Electric 45 Motor IS 1 $ 4,300.00 1.00 L00'i$ 4,800,00 46 Shop Time for Cleaning and Repairing Pump HR 20 $ 1.00.00 20.00, 20.001a 2,000.00 47 Electric Motor Inspection LS 1 $ 200.00 1.00 1.00 $ 200.00 48 10"x5',5CR40 Line Shaft Column Pipe with Coupling EA 2 $ 430.00 2.00 2.00 $ 860.00 1-1/2"x 5'SCH 40 Stainless Steel Una Shaftwith Stainless 49 Steel Sleeve EA 1 $ 195.00 0.00 $ 50 1-1/2"Stainless Steel Une Shaft Coupling EA 2 $ 40.00 1 0.00 $ - 51 Bronze Bearing Retainer with Coupling EA 1 $ 120.00 0.00 $ - 52 Furnish and Install Rubber Bearing in Existing Retainer EA 3 $ 45.00 4.00 4.00 $ 180.00 Remove Existing Sleeve and Install New Stainless Steel Shaft 53 Sleeve on Existing Una Shaft EA 1 $ 50.00 1.00 1.00 $ 50.00 54 Furnish and Install new Discharge Head Bearing IS 1 $ 300.00 1.001 1.00 $ 300.00 55 Stainless Steel Head Shaft LS 1 $ 600.00 LOO 1.00 $ 600.00 56 Furnish and Install Complete Set of Bowl Bearings LS 2 $ 170.00 2,00 2.00 $ 340.00 57 Stainless Steel Bowl Shaft IS 1 $ 525.00 1.00p 1.00 $ 525.0D Machine Bowl and Furnish and Install Bronze Impeller Ring In 58 Each Stage EA 2 $ 600.00 2.00 2.00$ 1.200.00 59 Reassemble Bowl LS 1 $ 300.00 1.00:II 1.00 $ 300.00 60 Paint Exterior of Column and Bowl LS 1 $ 800.OD 1.00: 1.001$ 800.00 J TOTAL PART 4-Low Zone Pump Repair IZP4 $ 12,155.00 1 Reswaty Paymnl 5 a Find Contract Unit Previous Current Quantity Amount Est No. item Unit quantirl Unit Price Quant t Quantity To Date To Date PARTS-Allowance 61 Allowance for Motor and Miscellaneous Repairs LS 1 $ 12,000.00 0.31 0.31 $ 3,750.00 TOTAL PART 5-Allowance $ 3,750.00 BASE BID TOTAL PARTS-Well 6 Pump Repairs $34,655.00 TOTAL PART 2-Weil 11 Pump Repairs $51,125.00 TOTAL PART 3-Well 20 Pump Repairs $45,650.00 TOTALPARTI-Low Zone Pump Repair LZP4 S12,155.00 TOTAL PARTS-Allowance $3,150.00 PROJECT TOTAL I $147,435.130 RRQuwihr Parma 11 Feel PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File No. 2019-163 CONTRACTOR Keys Well Drilling Company CHANGE ORDERS No. Date Description Amount 1 4/10/2020 2019-163 Well Pumps 6,11,20 and LPZ 4 Maintenance $39,690.00 Total Change Orders $39,690.00 PAYMENT SUMMARY No. From To Payment Retalnage Completed 1 01/10/2020 02/28/20 _ $12,777.50 $672.50 _ $13,450.00 2 02/28/2020 . 04/20/20 $40,754.50 $2,808.00 $56,160.00 _ 3 04/20/2020 05/20/20 _ $61,750.00 $6,058.00 $121,160.00 _ 4 05/20/2020 06/20/20 $24,866.25 $7,366.75 $147,335.00 5&Final 06/20/2020 _ 06/24/20 $7,366.75 $147,335.00 Material on Hand Total Payment to Date $147,335.00 Original Contract $107,645.00 _ Retainage Pay No. 5&Final Change Orders $39,690.00 Total Amount Earned $147,335.00 Revised Contract $147,335.00 Request for Payment 5&Flnal Keys Well Drilling Company Unit Billing 1156 Homer Street -- Saint Paul MN 55116-3232 Application: 5 +. _ n 651646-7871 License MN 1347 WI 0338 Period: 06/24/2020 Contract# Owner: City of Apple Valley Job Location: Apple Valley 6,11,20&LZ4 Job# 2020004 7100 147th St.W. Various Phase None Apple Valley MN 55124-7519 Apple Valley MN 55124-7519 PO# Application For Payment On Contract Contractor's Certification of Work Contract Sum to Date 147,335.00 The undersigned contractor certifies that, to the best of the contractor's Total Complete to Date 147,335.00 accordance the work on the above named job has been completed in accordance with the plans and specifications to the level of completion indicated on the attached schedule of completion. Total Retained 0.00 Total Earned Less Retained 147,335.00 Contractor. 7:04 Date: a2 2�I Less Previous Billings 139,968.25 Current Payment Due 7,366.75 Balance on Contract 0.00 Terms:Invoices are due and payable 95DY from the date of invoice.All overdue amounts will be charged a service charge of 0.00 %per anum. Please make checks payable to: Keys Well Drilling Company Thank you for your prompt payment. Unit Billing Application: 5 Period: 06/24/2020 Schedule of Work Completed Contract Plus Previous Current Units Total Units Previous Current Total Bid Item Description Price/Unit Changes Units Billed Complete Complete Value Value Value Retained 1 Remove and reinstall well 9,300.00 9,300.00 1.00 1.00 9,300.00 9,300.00 2 Shop time 100.00 2,000.00 20.00 20.00 2,000.00 2,000.00 3 Electric motor inspection 200.00 200.00 1.00 1.00 200.00 200.00 4 10"x 10'T&C column 590.00 12,980.00 22.00 22.00 12,980.00 12,980.00 5 10"x 5'T&C column pipe 430.00 430.00 1.00 1.00 430.00 430.00 6 10"x 10'suction pipe 500.00 7 1-11/16" 10'SS lineshaft 300.00 8 1-11/16"x 5'SS lineshaft 235.00 9 1-11/16"SS coupling 50.00 10 1-11/16"x 10'C-1045 st 170.00 11 1-11/16"x 5'C-1045 stee 130.00 12 1-11/16"steel lineshaft c 20.00 - 13 Bz bearing retainer w/rub 120.00 14 F&I rubber bearing insert 35.00 945.00 27.00 27.00 945.00 945.00 15 New SS sleeve 50.00 16 New discharge head bearing 300.00 300.00 1.00 1.00 300.00 300.00 17 SS headshaft 600.00 600.00 1.00 1.00 600.00 600.00 1 B Complete set of bowl bearings 400.00 400.00 1.00 1.00 400.00 400.00 19 SS bowl shaft 600.00 600.00 1.00 1.00 600.00 600.00 20 Install Bz impeller wear ring 450.00 1,800.00 4.00 4.00 1,800.00 1,800.00 21 Reassemble bowl 300.00 300.00 1.00 1.00 300.00 300.00 22 Paint column,bowl 4,000.00 4,000.00 1.00 1.00 4,000.00 4,000.00 23 PVC stilling tubing 1-1/4: 400.00 800.00 2.00 2.00 800.00 800.00 24 Remove and reinstall we 6,000.00 6,000.00 1.00 1.00 6,000.00 6,000,00 25 Shop time 100.00 2,000.00 20.00 20.00 2,000.00 2,000.00 26 10"x 20'T&C drop pipe 1,100.00 2,200.00 2.00 2.00 2,200.00 2,200.00 27 Check valve 10"ductile iron 2,175.00 2,175.00 1.00 1.00 2,175.00 2,175.00 28 Pitless 0 rings 100.00 29 Complete set of bowl bearings 400.00 400.00 1.00 1.00 400.00 400.00 30 SS bowl shaft 600.00 600.00 1.00 1.00 600.00 600.00 Page 2 Unit Billing Application: 5 Period: 06/24/2020 Schedule of Work Completed Contract Plus Previous Current Units Total Units Previous Current Total Bid Item Description Price/Unit Changes Units Billed Complete Complete Value Value Value Retained 31 Install Bz impeller wear ring 450.00 1,800.00 4.00 4.00 1,800.00 1,800.00 32 Reassemble bowl 300.00 300.00 1.00 1.00 300.00 300.00 33 Paint column,bowl 4,000.00 4,000.00 1.00 1.00 4,000.00 4,000.00 34 PVC stilling tubing 1-1/4 400.00 800.00 2.00 2.00 800.00 800.00 35 Remove and reinstall we 6,000.00 6,000.00 1.00 1.00 6,000.00 6,000.00 36 Shop time 100.00 2,000.00 20.00 20.00 2,000.00 2,000.00 26 10"x 20'T&C drop pipe 1,100.00 11,000.00 10.00 10.00 11,000.00 11,000.00 37 Check valve 10"ductile iron 2,175.00 2,175.00 1.00 1.00 2,175.00 2,175.00 38 Pitless 0 rings 100.00 39 Complete set of bowl bearings 400.00 400.00 1.00 1.00 400.00 400.00 40 SS bowl shaft 600.00 600.00 1.00 1.00 600.00 600.00 41 Install Bz impeller wear ring 500.00 1,500.00 3.00 3.00 1,500.00 1,500.00 42 Reassemble bowl 300.00 300.00 1.00 1.00 300.00 300.00 43 Paint column,bowl 4,000.00 4,000.00 1.00 1.00 4,000.00 4,000.00 44 PVC stilling tubing 1-1/4 400.00 800.00 2.00 2.00 800.00 800.00 45 Remove and reinstall hig 4,800.00 4,800.00 1.00 1,00 4,800.00 4,800.00 46 Shop time 100.00 2,000.00 20.00 20.00 2,000.00 2,000.00 47 Electric motor inspection 200.00 200.00 1.00 1.00 200.00 200.00 48 10"x 5'T&C column pipe 430.00 860.00 2.00 2.00 860.00 860.00 49 1-1/2"x 5'SS lineshaft 195.00 50 1-1/2"ss coupling 40.00 51 Bz bearing retainer w/bearing 120.00 52 Install rubber bearing insert 45.00 180.00 4.00 4.00 180.00 180.00 53 Install new SS sleeve 50.00 50.00 1.00 1.00 50.00 50.00 54 Install new discharge bearing 300.00 300.00 1.00 1.00 300.00 300.00 55 SS headshaft 600.00 600.00 1.00 1.00 600.00 600.00 56 Complete set of bowl bearings 170.00 340.00 2.00 2.00 340.00 340.00 57 SS bowl shaft 525.00 525.00 1.00 1.00 525.00 525.00 58 Install BZ impeller wear ring 600.00 1,200.00 2.00 2.00 1,200.00 1,200.00 59 reassemble bowl 300.00 300.00 1.00 1.00 300.00 300.00 - - Page 3 - - - Unit Billing Application: 5 Period: 06/24/2020 Schedule of Work Completed Contract Plus Previous Current Units Total Units Previous Current Total Bid Item Description Price/Unit Changes Units Billed Complete Complete Value Value Value Retained 60 Paint exterior of column 800.00 800.00 1.00 1.00 800.00 800.00 61 Allowance for motor and 12,000.00 3,750.00 0.31 0.31 3,750.00 3,750.00 62 #11 Replace existing 10 28,550.00 28,550.00 • 1.00 1.00 28,550.00 28,550.00 63 #11 Replace 12RJHC 2,300.00 2,300.00 1.00 1.00 2,300.00 2,300.00 64 #20 Rebuild 150hp Hita 13,950.00 13,950.00 1.00 1.00 13,950.00 13,950.00 65 #20 Replace 14RJHC 2,925.00 2,925.00 1.00 1.00 2,925.00 2,925.00 Totals: 147,335.00 201.31 201.31 147,335.00 147,335.00 Page 4 of 4 • ITEM: 4.N. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Personnel Report Staff Contact: Department/ Division: Melissa Haas, Human Resources Manager Human Resources Division ACTION REQUESTED: Approve the personnel report. SUMMARY: The employment actions attached to this memo are recommended for City Council Approval. BACKGROUND: The City 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. BUDGET IMPACT: Budgeted positions. ATTACHMENTS: Personnel Report PERSONNEL REPORT City of Apple Valley September 24,2020 Human Resources 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) Casual, Max Bolger Rehire Facility Attendant-AVCC Variable Hour 1900 $ 11.10 Hourly C-01 9/15/2020 Acting Full-Time, Patrick Casperson Assignment Working Foreman Regular 5205 $ 34.88 Hourly UMW 9/26/2020 Casual, Bridget Collins Hire Elections Assistant Variable Hour 1015 $ 16.00 Hourly C-10 9/9/2020 Casual, Justin DeWall Hire Sales Clerk Variable Hour 5060 $ 13.00 Hourly L-1 9/8/2020 Golf Outside Service Casual, Melissa Hyvare Hire Attendant Variable Hour 5105 $ 10.60 Hourly C-01 9/8/2020 Casual, Craig Osborne Hire Maintenance I Seasonal 5105 $ 12.90 Hourly SMI 9/4/2020 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 • ITEM: 4.0. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Consent Agenda Description: Approve Claims and Bills Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Approve claims and bills. SUMMARY: Attached for City Council review and approval are check registers for recent claims and bills. BACKGROUND: N/A BUDGET IMPACT: Check registers dated September 2, 2020, and September 9, 2020, in the amounts of $3,085,353.64, and $955,869.32, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LC 1 CITYOFAPPL .EY 9/2/2( :41:44 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22378 9/4/2020 100001 A&B AUTO ELECTRIC INC 170.00 REBUILD ALTERNATOR#204 380079 71656 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 350.00 STARTER#4984 380079 71656 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 520.00 22379 9/4/2020 100101 ACE HARDWARE 1.39- DISCOUNT 380184 101310892651 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 13.98 TRUFUEL-KARNICK 380184 101310892651 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS 1.79- DISCOUNT 380185 101310892901 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 3.99 WASP SPRAY 380185 101310892901 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 17.98 FUEL FS1 380185 101310892901 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS .89- DISCOUNT 380186 101310892961 1310.6333 GENERAL-CASH DISCOUNTS FIRE TRAINING 8.99 STAPLE CROWN 380186 101310892961 1310,6229 GENERAL SUPPLIES FIRE TRAINING 4.89- DISCOUNT 380394 101360893451 1900.6333 GENERAL-CASH DISCOUNTS AV COMMUNITY CENTER 48.93 GRASS SEED 380394 101360893451 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 1.60- DISCOUNT 380396 101360893461 1900.6333 GENERAL-CASH DISCOUNTS AV COMMUNITY CENTER 15.96 MULCH 380396 101360893461 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER .80- DISCOUNT 380397 101360893861 1765.6333 GENERAL-CASH DISCOUNTS PARK EQUIPMENT MAINTENANCE 7.99 PRESSURE WASHER RPR PTS 380397 101360893861 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 2.35- DISCOUNT 380395 101380893841 1920.6333 GENERAL-CASH DISCOUNTS SENIOR CENTER 23.47 WIRE TIES,TOOLS 380395 101380893841 1920.6229 GENERAL SUPPLIES SENIOR CENTER 1,29- DISCOUNT 380187 101390892171 1610.6333 GENERAL-CASH DISCOUNTS STREET/BOULEVARD REPAIR&MNTC 12.99 WEED WHIP LINE 380187 101390892171 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 2.09- DISCOUNT 380183 101390892561 1610.6333 GENERAL-CASH DISCOUNTS STREET/BOULEVARD REPAIR&MNTC 20.96 WASHBAY HOSE RPR 380183 101390892561 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 1.29- DISCOUNT 380188 101400893051 5380.6333 GENERAL-CASH DISCOUNTS SEWER LIFT STN REPAIR&MNTC 12.98 LIFT REPAIRS 380188 101400893051 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 3.62- DISCOUNT 380392 101400893161 5325.6333 GENERAL-CASH DISCOUNTS WATER TREATMENT FCLTY MNTC/RPR 36,16 WTP CLEANING EQUIPMENT 380392 101400893161 5325.6211 SMALL TOOLS&EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 202.38 22380 9/4/2020 150442 ADVANCED ENGINEERING&ENVIRO 1,700.75 WELL HEAD PROTECTION AMENDENT 380163 69694 5305.6235 2020140G CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTRY 1,700.75 22381 9/4/2020 147056 AGAPE MECHANICAL 340.00 HAYES HVAC QUARTERLY 380222 88559 5265.6266 REPAIRS-BUILDING ARENA 2 BLDG MAINTENANCE-HAYES 100.48 AVSA HVAC QUARTERLY 380218 88584 5210.6266 REPAIRS-BUILDING ARENA 1 BUILDING MAINTENANCE 440.48 22382 9/4/2020 100389 ALPHAGRAPHICS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22382 9/4/2020 100389 ALPHAGRAPHICS Continued... 59.28 BUSINESS CARDS-EVAN ACOSTA 380114 112322 1510.6239 PRINTING PW ENGINEERING&TECHNICAL 59.28 22383 9/4/2020 144685 AM CRAFT SPIRITS INC 98.90 TAX#1 00051504 380227 11070 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 2.00 FREIGHT#1 00051504 380228 11070 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 100.90 22384 9/4/2020 140493 AMERICAN PRESSURE INC 155.85 UPGRADED PUMP FOR FINALSAN APP 380121 116251 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 155.85 22385 9/4/2020 100037 APPLE VALLEY COLLISION INC 2,056,76 SQD 15 RPR 380103 45872 7205.6399 OTHER CHARGES INSURANCE CLAIMS 2,056.76 22386 9/4/2020 100709 BATTERIES PLUS BULBS 12.95 BATTERY WTP SECURITY 380386 P25602255 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 45.90 TRAILER BATTERIES 380175 P30356810 1630.6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 58.85 22387 9/4/2020 100054 BAUER BUILT INC 266.60 MOWER TIRES 380169 518004869 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 266.60 22388 9/4/2020 149719 BAYCOM 450.00 REPLACEMENT BWC CAMERA DOCS 380065 EQUIPINV027804 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 450.00 22389 9/4/2020 100683 BEACON ATHLETICS 915.00 OP FIELD 1 TARPS 380072 5205071N 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 915.00 22390 9/4/2020 100058 BELLBOY CORPORATION 336.25 TAX#3 00004928 380249 101878700 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.00- CMTAX#3 00004928 380250 101878700 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 105.00 LIQ#1 00004928 380229 101910300 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 101.65 TAX#1 00004928 380230 101910300 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 119.70 NTAX#1 00004928 380231 101910300 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 44.00 WINE#1 00004928 380232 85287500 5015.6520 WINE LIQUOR#1 ST( JRCHASES R55CKR2 LC 1 CITY OF APPL _EY 9/2/2( :41:44 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22390 9/4/2020 100058 BELLBOY CORPORATION Continued... 806.00 WINE#3 00004928 380243 85346200 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 17.55 FREIGHT#3 00004928 380244 85346200 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 36.75 LIQ#3 00004928 380241 85350400 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.35 FREIGHT#3 00004928 380242 85350400 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,837.11 LIQ#3 00004928 380245 85446800 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 178.20- CMLIQ#3 00004928 380246 85446800 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 26,11 FREIGHT#3 00004928 380247 85446800 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2.10- CMFREIGHT#3 00004928 380248 85446800 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 281.25 LIQ#1 00004928 380233 85447700 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 4.05 FREIGHT#1 00004928 380234 85447700 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 517.65 LIQ#1 00004928 380239 85538900 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 6.75 FREIGHT#1 00004928 380240 85538900 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 89.50 LIQ#3 00004928 380251 85539000 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.35 FREIGHT#3 00004928 380252 85539000 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 730.00 WINE#1 00004928 380235 85552600 5015.6520 WINE LIQUOR#1 STOCK PURCHASES • 10.13 FREIGHT#1 00004928 380236 85552600 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 40.83 LIQ#3 00004928 380253 85553000 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 522.10 WINE#3 00004928 380254 85553000 5085.6520 WINE LIQUOR#3 STOCK PURCHASES • 7.65 FREIGHT#3 00004928 380255 85553000 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 42.93 LIQ#1 00004928 380237 85553300 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES ,23 FREIGHT#1 00004928 380238 85553300 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 6,502.59 22391 9/4/2020 151103 BEST LAWN GUY 375.00 ABATEMENT-MOW&TRIM 380131 7236 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 285.00 ABATEMENT-MOW&TRIM 380132 7237 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 75.00 ABATEMENT-MOW&TRIM 380134 7238 1013.6249 OTHER CONTRACTUAL SERVICES CODE ENFORCEMENT 735.00 22392 9/4/2020 142897 BOLTON&MENK,INC. 1,953.00 HAZARD TREE PROPERTY SURVEY 380082 253552 1520.6249 OTHER CONTRACTUAL SERVICES NATURAL RESOURCES 1,953,00 22393 9/4/2020 101562 CDW GOVERNMENT INC 5,355.30 LAPTOP DOCKING STATIONS(30) 380205 ZTF5340 1030.6725 COVID-19 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 47,970.00 LAPTOP COMPUTERS(30) 380205 ZTF5340 1030.6725 COVID-19 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 2,249.00 LAPTOP COMPUTER(1) 380204 ZTX5647 1030.6725 COVID-19 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 55,574.30 22394 9/4/2020 100128 DAKOTA ELECTRIC ASSOCIATION R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22394 9/4/2020 100128 DAKOTA ELECTRIC ASSOCIATION Continued... 51.86 SIGNAL 140TH/GARDENVIEW AUG 380403 200003037769AUG 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 20 41.16 SIGNAL 140TH/HAYES AUG 380404 200003037777AUG 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND 20 36 22 FOUNDERS/GALAXIE SIGNAL AUG 380408 200003777430AUG 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 20 10.51 HEYWOOD CT SPEED SIGN AUG 380405 200003855137AUG 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL 20 43.64 GALAXIE/FOUNDER LN SPKLR AUG 380409 200003919925AUG 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MNTC 20 268.07 15281 FOUNDERS BLVD LIGHTS AUG 380410 200004198750AUG 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 20 194.99 LIFT STN STORM SWR GALAXIE AUG 380411 200004229209AUG 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS 20 15.93 GARDENVIEW DR PK SHLTR AUG 380406 200004331096AUG 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 20 20.60 REDWOOD PKS RESTROOM AUG 380407 200004514691AUG 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE 20 682.98 22395 9/4/2020 100941 DIAMOND VOGEL PAINT 281.27 CROSSWALK STRIPING PAINT 380059 802196312 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 371.80 CROSSWALK STRIPING PAINT 380160 802196496 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 90.55 CROSSWALK STRIPING PAINT 380048 805051140 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 119.80 CROSSWALK STRIPING PAINT 380049 805051141 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 863.42 22396 9/4/2020 100141 DICKS VALLEY SERVICE 85.00 TOW TO CMF#409 380170 202273 5390.6265 REPAIRS-EQUIPMENT SWR EQUIPNEHICLE MISC MNTC/RP 85.00 22397 9/4/2020 101365 ECM PUBLISHERS INC 34.00 LEGAL AD-ORDINANCE 1077 380054 790859 1015.6239 PRINTING CITY CLERK/ELECTIONS 46.75 LEGAL AD-ORDINANCE 1078 380053 790860 1015.6239 PRINTING CITY CLERK/ELECTIONS 80.75 22398 9/4/2020 100157 FACTORY MOTOR PARTS CO 411.24 BATTERIES#344 380171 16505840 1630.6216 VEHICLES-TIRES/BATTERIES STREET EQUIPMENT MAINTENANCE 411.24 BATTERIES 4983 380077 1Z22762 1350.6216 VEHICLES-TIRES/BATTERIES FIRE VEHICLE MAINTENANCE 225.01 FUEL PUMP ASSEMBLY#409 380172 75385931 5390.6215 EQUIPMENT-PARTS SWR EQUIPNE MISC MNTC/RP R55CKR2 LC ,1 CITY OF APPI _EY 9/2/2( :41:44 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22398 9/4/2020 100157 FACTORY MOTOR PARTS CO Continued... 1,047.49 22399 9/4/2020 114009 FIRE EQUIPMENT SPECIALTIES INC 47.39 BRASS FOR HYDRANT WRENCHES 380157 10622 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 47.39 22400 9/4/2020 103314 INNOVATIVE OFFICE SOLUTIONS 407.30 CODE ENFORC,-NEW CHAIR-BEN 380080 IN3064986 1013.6229 GENERAL SUPPLIES CODE ENFORCEMENT 26.79 CLEANING SUPPLIES 380168 IN3075965 5210.6229 GENERAL SUPPLIES ARENA 1 BUILDING MAINTENANCE 30,22 LABELS 380156 IN3077317 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 57,72 DISC MAILERS,PENS 380145 IN3077853 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 55.97 PAPER TOWELS AND SCOTCH TAPE 380387 IN3079358 5065.6229 GENERAL SUPPLIES LIQUOR#2 OPERATIONS 3,24 PEN REFILLS FOR CITY CLERK 380128 IN3081213 1015.6210 OFFICE SUPPLIES CITY CLERK/ELECTIONS 14,17 DATE STAMP FOR COMM DEV 380128 IN3081213 1100.6210 OFFICE SUPPLIES DEV MANAGEMENT 51.22 POST ITS,PADS&MARKERS 380128 IN3081213 1035.6210 OFFICE SUPPLIES FINANCE 646.63 22401 9/4/2020 101263 J.P.COOKE COMPANY 187.20 DOG LICENSES 380108 634792 1295.6229 GENERAL SUPPLIES COMMUN SERVICE OFFICERS(CSO) 187.20 22402 9/4/2020 144552 KENDELL DOORS&HARDWARE INC 1,776,00 DOOR CLOSER REPAIR/REPLACEMENT 379672 309314 1730.6735 CAPITAL OUTLAY-OTHER IMPROVEME PARK BUILDING MAINTENANCE 1,776,00 22403 9/4/2020 100289 LOGIS 30.00 VPN TOKENS 380147 49135 1020.6229 COVID-19 GENERAL SUPPLIES HUMAN RESOURCES 7,975.50 NETWORK SWITCHES 380147 49135 1030.6725 CAPITAL OUTLAY-OFFICE EQUIP INFORMATION TECHNOLOGY 8,005.50 22404 9/4/2020 151844 MAVERICK WINE LLC 1,041.90 LIQ#3 00052289 380316 473135 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 399.84 WINE#3 00052289 380317 473135 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.00 FREIGHT#3 00052289 380318 473135 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 183.96 LIQ#3 00052289 380319 474538 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,640.70 22405 9/4/2020 100302 MCNAMARA CONTRACTING INC 15,496.88 CR 42/JCRR INTERS IMP-PMT#2 380155 20200615 2027.6810 2019108R CONSTRUCTION IN PROGRESS ROAD ESCROW 760,00 CR 42/JCRR INTERS IMP-PMT#2 380155 20200615 4502.6810 2019108R CONSTRUCTION IN PROGRESS IMPROVEMENTS-ASSESSED R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 8/28/2020 — 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22405 9/4/2020 100302 MCNAMARA CONTRACTING INC Continued... 1,140.00 CR 42/JCRR INTERS IMP-PMT#2 380155 20200615 4502.6810 2019108R CONSTRUCTION IN PROGRESS IMPROVEMENTS-ASSESSED 90,582.50 CR 42/JCRR INTERS IMP-PMT#2 380155 20200615 4502.6810 2019108R CONSTRUCTION IN PROGRESS IMPROVEMENTS-ASSESSED 713,605.23 CR 42/JCRR INTERS IMP-PMT#2 380155 20200615 4502.6810 2019108R CONSTRUCTION IN PROGRESS IMPROVEMENTS-ASSESSED 36,057.25 PAY#2 GARDENVIEW DR STORM 380135 20200701A 2027.6810 2020104R CONSTRUCTION IN PROGRESS ROAD ESCROW 178,394.80 PAY#2 GARDENVIEW DR WATER 380135 20200701A 2027.6810 2020104R CONSTRUCTION IN PROGRESS ROAD ESCROW 310,663.49 PAY#2 GARDENVIEW DR 380135 20200701A 2027.6810 2020104R CONSTRUCTION IN PROGRESS ROAD ESCROW 8,317.95 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105W CONSTRUCTION IN PROGRESS ROAD ESCROW 9,793.08 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 33,701.42 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 38,041.03 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 38,046.10 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 102,681.46 '20 STREET IMPROV-PMT#1 380207 20200708 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 34,014.85 '20 STREET IMPROV-PMT#1 380207 20200708 5605.6810 2020105G CONSTRUCTION IN PROGRESS CEMETERY 6,425.80 GARDENVIEW ST&UTIL-PMT#3 380154 20200801 2027.6810 2020104S CONSTRUCTION IN PROGRESS ROAD ESCROW 123,948.40 GARDENVIEW ST&UTIL-PMT#3 380154 20200801 2027.6810 2020104W CONSTRUCTION IN PROGRESS ROAD ESCROW 174,498.08 GARDENVIEW ST&UTIL-PMT#3 380154 20200801 2027.6810 2020104R CONSTRUCTION IN PROGRESS ROAD ESCROW 539,979.94 GARDENVIEW ST&UTIL-PMT#3 380154 20200801 2027.6810 2020104R CONSTRUCTION IN PROGRESS ROAD ESCROW 4,254.68 '20 STREET IMPROV-PMT#2 380206 20200817 2027.6810 2020105W CONSTRUCTION IN PROGRESS ROAD ESCROW 259,161.84 '20 STREET IMPROV-PMT#2 380206 20200817 2027.6810 2020105R CONSTRUCTION IN PROGRESS ROAD ESCROW 13,853.94 '20 STREET IMPROV-PMT#2 380206 20200817 5605.6810 2020105G CONSTRUCTION IN PROGRESS CEMETERY 2,733,418.72 22406 9/4/2020 141669 MIDWEST ELECTRICAL TECHNOLOGIE 6,055.91 ELECTRICAL BILLING AUGUST 2020 380078 20200820 1445.6243 ELECTRICAL PERMIT FEES INSPECTIONS ELECTRICAL 6,055.91 22407 9/4/2020 146279 NORDIC MECHANICAL SERVICES,I 397.15 FS3 AIR FILTERS&BELTS 380148 57779 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 532.52 FS2 AIR FILTERS&BELTS 380149 57780 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 500.95 FS1 AIR FILTERS&BELTS 380150 57781 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 1,430.62 22408 9/4/2020 111219 NORTHERN SAFETY TECHNOLOGY INC 2,236.58 NEW SQUAD BUILD INV ESCAPE 380217 50934 7400.1750.120 TRANSPOR EQUIPMNT-10 YRS VERF-POLICE BAL SHEET 2,236.58 22409 9/4/2020 114590 OPG-3 INC(FORMERLY CRABTREE 740.00 LASERFICHE CONS.PMT GATEWAY 380209 4312 1030.6235 CONSULTANT SERVICES INFORMATION TECHNOLOGY 740.00 R55CKR2 LC i1 CITY OF APPI _EY 9/2/2( :41:44 Council Check Register by GL Page- 7 Council Check Register by Invoice 8 Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22410 9/4/2020 100385 PLUNKETT'S PEST CONTROL INC Continued... 75.00 PEST CONTROL 380126 6756932 1900.6249 OTHER CONTRACTUAL SERVICES AV COMMUNITY CENTER 75.00 PEST CONTROL SERVICE 380107 6757017 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 75.00 HAYES PEST CONTROL 380219 6757116 5265.6249 OTHER CONTRACTUAL SERVICES ARENA 2 BLDG MAINTENANCE-HAYES 225.00 22411 9/4/2020 150718 PRO-TEC DESIGN,INC 572.40 RPR CARD READER PD 380190 97714 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 572.40 22412 9/4/2020 100600 RIGID HITCH INC 171.11 RV PLUGS&PINTLE HOOKS 380174 1928385949 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 171.11 22413 9/4/2020 144815 RIHM KEN WORTH 263.31 DEF LEVEL SENSOR#381 380173 2065931A 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 263.31 22414 9/4/2020 100404 RIPLEY,GAIL M 7.41 MILEAGE-MAIL RUN-RIPLEY 380413 20200828 1060.6277 MILEAGE/AUTO ALLOWANCE MUNICIPAL BLDG&GROUNDS MNTC 7.41 22415 9/4/2020 152480 RMB ENVIRONMENTAL LAB 183.00 WATER QUALITY LAB TEST 380140 514049 5505.6235 CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 115.00 WATER QUALITY LAB TEST 380141 514152 5505,6235 CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 298.00 22416 9/4/2020 101130 ROGGENBUCK TREE CARE,LLC 1,500.00 TREE REMOVAL NORDIC 380066 20200727 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 875.00 TREE REMOVAL CHAPPARRAL 380067 20200810 1720_6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE • • 2,375.00 22417 9/4/2020 100437 SHERWIN WILLIAMS CO 58.13 METAL PAINT 380200 64202 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 58.13 22418 9/4/2020 119875 SOUTH METRO RENTAL 20.10 WEED TRIMMER REPAIR 380158 108025 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 81.75 WEEDTRIMMER RPR 380416 108300 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 101.85 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22419 9/4/2020 139811 SRF CONSULTING GROUP Continued... 592.98 FEASIBILITY REPORT 380088 118540016 2027.6235 2019106R CONSULTANT SERVICES ROAD ESCROW 592.98 22420 9/4/2020 131594 UNIVERSAL CLEANING SERVICES IN 591.00 CLEANING SER CMF 380092 128218 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 1,995.00 CLEANING SER MC 380093 128219 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC 2,586.00 22421 9/4/2020 100496 VAN PAPER CO 286.48 BAGS#3 00006795 380223 54970000 5095.6229 GENERAL SUPPLIES LIQUOR#3 OPERATIONS 2.86- DISCT#3 00008795 380224 54970000 5095.6333 GENERAL-CASH DISCOUNTS LIQUOR#3 OPERATIONS 283.62 22422 9/4/2020 122010 VINOCOPIA 96.00 WINE#2 00046257 380341 261651 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 120.00 TAX#2 00046257 380342 261651 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 14.00 FREIGHT#2 00046257 380343 261651 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,232.00 WINE#3 00046257 380344 261652 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 93.00 TAX#3 00046257 380345 261652 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 22.50 FREIGHT#3 00046257 380346 261652 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 689.50 WINE#1 00046257 380337 261653 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 14.00 FREIGHT#1 00046257 380338 261653 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 196.00 LIQ#3 00046257 380347 262059 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 32.00 TAX#3 00046257 380348 262059 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 7.50 FREIGHT#3 00046257 380349 262059 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES • 120.00 TAX#1 00046257 380339 262385 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 12.00 FREIGHT#1 00046257 380340 262385 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 736.00 WINE#3 00046257 380350 262386 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00046257 380351 262386 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,396.50 22423 9/4/2020 100520 WINE COMPANY,THE 304.00 WINE#3 00015926 380358 148977 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4.20 FREIGHT#3 00015926 380359 148977 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 148.00 WINE#1 00015926 380352 149572 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 5.00 FREIGHT#1 00015926 380353 149572 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 212.00 WINE#1 00015926 380354 150114 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 4.20 FREIGHT#1 00015926 380355 150114 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 347.33 WINE#2 00015926 380356 150115 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 6.30 FREIGHT#2 00015926 380357 150115 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STi JRCHASES R55CKR2 LC 1 CITY OF APPL _EY 9/2/2( 41:44 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22423 9/4/2020 100520 WINE COMPANY,THE Continued... 928,00 WINE#3 00015926 380360 150116 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 13,20 FREIGHT#3 00015926 380361 150116 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,972.23 306266 9/2/2020 147492 ACUSHNET COMPANY 1.20- GOLF DISCOUNT 380122 909431163 5115.6423 GOLF-CASH DISCOUNT GOLF PRO SHOP 60.00 SHOES FOR RESALE 380122 909431163 5115.6416 GOLF-SHOES GOLF PRO SHOP 58.80 306267 9/2/2020 101231 ADVANCED GRAPHIX INC 225.00 ADVANCED GRAPHIX SQUAD 901 380109 204848 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 220.50 DECALS-NEW FF 380151 204884 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 445.50 306268 9/2/2020 151778 ALL ENERGY SOLAR 1.00 REFUND 15350 DUNBAR AVE 380130 20200211 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 61.78 REFUND 15350 DUNBAR AVE 380130 20200211 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 62,78 306269 9/2/2020 153995 AMAZON CAPITAL SERVICES 13.98 PPE HOLDERS 380199 1 HFHJL7Y4PDF 1900.6229 COVID-19 GENERAL SUPPLIES AV COMMUNITY CENTER 37.47 BATTERIES 380100 1RKYFFL73MQV 5110.6215 EQUIPMENT-PARTS GOLF CLUBHOUSE BUILDING 24.95 WEDGES FOR CSO'S 380110 1RN1XR7DK1C7 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 76.40 306270 9/2/2020 110903 AMERICAN LEGAL PUBLISHING CORP 1,605.00 2020 S-17 SUPPLEMENT PAGES 380195 1856 1015.6249 OTHER CONTRACTUAL SERVICES CITY CLERK/ELECTIONS 195,00 2020 S-17 INTERNET SUPPLEMENT 380055 2355 1015.6249 OTHER CONTRACTUAL SERVICES CITY CLERK/ELECTIONS 1.800.00 306271 9/2/2020 100018 AMERICAN PLANNING ASSN 648.00 BRUCE-APA DUES-CAT I 380198 1599462075 1100.6280 DUES&SUBSCRIPTIONS DEV MANAGEMENT 648.00 306272 9/2/2020 153846 AMPHORA IMPORTS LLC 120.00 WINE#1 00052554 380225 8772 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00052554 380226 8772 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 123.00 306273 9/2/2020 100023 ANDERSEN INC,EARL F R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306273 9/2/2020 100023 ANDERSEN INC,EARL F Continued... 449.25 TRAFFIC SIGNS(TSAC) 380089 1240571N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 449.25 306274 9/2/2020 142687 APPLE CHEVROLET BUICK NORTHFIELD 57.96 FRONT LEFT SILL PLATE#409 380177 71687 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 57.96 306275 9/2/2020 154253 APPLE FORD LINCOLN 5.22 PCV VALVE#921 380161 500308 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 104.01 BRAKE PADS#907 380162 500355 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 22.58 VALVE COVER GASKET&PCV ELBOW 380113 500513 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 131.81 306276 9/2/2020 100036 APPLE VALLEY CHAMBER OF COMMER 68.75- GOLF USE TAX 380081 23904 5100.2330 COVID-19 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 68.75 GOLF USE TAX 380081 23904 5115.6229 COVID-19 GENERAL SUPPLIES GOLF PRO SHOP 1,000.00 CART DIVIDERS 380081 23904 5115.6229 COVID-19 GENERAL SUPPLIES GOLF PRO SHOP 1,000.00 306277 9/2/2020 109954 BERRY COFFEE COMPANY 132.01 CH COFFEE 380412 772908 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 132.01 306278 9/2/2020 155302 BOGGS,ANNA 70.00 REFUND SKATING LESSON REG FEE 380118 2004445002 5201.4813 COVID-19 ARENA SKATING LESSONS ARENA 1 FUND REVENUES 70.00 306279 9/2/2020 121092 BOURGET IMPORTS 1,632.00 WINE#3 00045600 380256 172350 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 31.50 FREIGHT#3 00045600 380257 172350 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,663.50 306280 9/2/2020 100072 BRAUN INTERTEC CORPORATION 8,900.00 SOIL BORINGS-PRELIM 380087 B221371 4502.6235 2020136G CONSULTANT SERVICES IMPROVEMENTS-ASSESSED 8,900.00 306281 9/2/2020 100152 BREAKTHRU BEVERAGE MIN WINE 42.44 LIQ#2 00001930 380267 1081167484 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES .19 FREIGHT#2 00001930 380268 1081167484 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 179.16 WINE#2 00001930 380290 1081167485 5055.6520 WINE LIQUOR#2 ST( 'JRCHASES R55CKR2 LL J1 CITY OF APPL _EY 9/2/2( :41:44 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306281 9/2/2020 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 3.45 FREIGHT#2 00001930 380291 1081167485 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,873,52 LIQ#1 00001930 380258 1081167487 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 18.52- CMLIQ#1 00001930 380259 1081167487 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 15.53 FREIGHT#1 00001930 380260 1081167487 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 216.00 WINE#1 00001930 380284 1081167488 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 5.75 FREIGHT#1 00001930 380285 1081167488 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 4,700.49 LIQ#3 00001930 380278 1081168182 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 22.00 TAX#3 00001930 380279 1081168182 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 37.79 FREIGHT#3 00001930 380280 1081168182 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,556.48 WINE#3 00001930 380294 1081168183 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 225,00- CMWINE#3 00001930 380295 1081168183 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 29,90 FREIGHT#3 00001930 380296 1081168183 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 6,480,45 LIQ#2 00001930 380269 1081170307 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 92.60 TAX#2 00001930 380270 1081170307 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 46.00 FREIGHT#2 00001930 380271 1081170307 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 3,175.26 LIQ#1 00001930 380261 1081170308 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 49.50 TAX#1 00001930 380262 1081170308 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 27.98 FREIGHT#1 00001930 380263 1081170308 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 216.44 WINE#1 00001930 380286 1081170309 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2.30 FREIGHT#1 00001930 380287 1081170309 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 7,861.05 LIQ#3 00001930 380274 1081170950 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 207.50- CMLIQ#3 00001930 380275 1081170950 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 37.60 TAX#3 00001930 380276 1081170950 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 46.38 FREIGHT#3 00001930 380277 1081170950 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 5,137,53 LIQ#3 00001930 380281 1081173295 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 200.00 TAX#3 00001930 380282 1081173295 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 36.32 FREIGHT#3 00001930 380283 1081173295 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,087.28 WINE#3 00001930 380297 1081173296 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 24.15 FREIGHT#3 00001930 380298 1081173296 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 477.15 LIQ#2 00001930 380272 1081173440 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 5.75 FREIGHT#2 00001930 380273 1081173440 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 88.00 WINE#2 00001930 380292 1081173441 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00001930 380293 1081173441 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,249.80 LIQ#1 00001930 380264 1081173534 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 195.80 TAX#1 00001930 380265 1081173534 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 50.89 FREIGHT#1 00001930 380266 1081173534 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 647.96 WINE#1 00001930 380288 1081473535 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.05 FREIGHT#1 00001930 380289 1081473535 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 42,477.17 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306281 9/2/2020 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 306282 9/2/2020 154473 BREITENFELDT GROUP 472.50 REFUND AV COM CTR RENTAL FEE 380139 202008191 1001.5115 COVID-19 RENTS-APPLE VALLEY COMM CENTER GENERAL FUND REVENUE 472.50 306283 9/2/2020 100080 BRYAN ROCK PRODUCTS 624.24 VALLEY MID.INFIELD AGG(24.5 TN 380073 43092 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 624.24 306284 9/2/2020 122371 CANNON RIVER WINERY 156.00 WINE#2 00046665 380299 8589 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 468.00 WINE#3 00046665 380300 8631 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 624.00 306285 9/2/2020 144930 CANON 42.68 COPIER LEASE 380210 21801025 1920.6310 RENTAL EXPENSE SENIOR CENTER 47.69 COPIER LEASE 380210 21801025 1400.6310 RENTAL EXPENSE INSPECTIONS MANAGEMENT 289.01 COPIER LEASE 380210 21801025 1700.6310 RENTAL EXPENSE PARK&RECREATION MANAGEMENT 399.60 COPIER LEASE 380210 21801025 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 730.68 COPIER LEASE 380210 21801025 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 30.09 COPIER LEASE 380210 21801025 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 30.09 COPIER LEASE 380210 21801025 5065.6310 RENTAL EXPENSE LIQUOR#2 OPERATIONS 30.09 COPIER LEASE 380210 21801025 5095.6310 RENTAL EXPENSE LIQUOR#3 OPERATIONS 62.01 COPIER LEASE 380210 21801025 5105.6310 RENTAL EXPENSE GOLF MANAGEMENT 42.05 COPIER LEASE 380210 21801025 5210.6310 RENTAL EXPENSE ARENA 1 BUILDING MAINTENANCE 1,703.99 306286 9/2/2020 126892 CARLOS CREEK WINERY 756.00 WINE#3 00051800 380301 19604 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 756.00 306287 9/2/2020 142677 CENTER FOR EDUCATION AND EMPLO 124.95 SUBSCRIPTION 380142 7294863 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 124.95 306288 9/2/2020 146174 CHAMPION PLUMBING 2,660.00 TEMPORARY WATER 380086 SD23054 2027.6810 2020101R CONSTRUCTION IN PROGRESS ROAD ESCROW 2,660.00 306289 9/2/2r 100878 CHARTER COMMUNICATIONS R55CKR2 LC 1 CITY OF APPL _EY 9/2/2C :41:44 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306289 9/2/2020 100878 CHARTER COMMUNICATIONS Continued... 25,36 CABLE SERVICE-AUG 380112 835230604012757 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 1AUG20 90,12 GOLF CABLE TV-AUG 380099 835230604052429 5110.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 8AUG20 115.48 306290 9/2/2020 151149 CHEM-AQUA,INC. 513.76 HAYES COOLING TOWER TREATMENT 380070 7044363 5265.6214 CHEMICALS ARENA 2 BLDG MAINTENANCE-HAYES 513,76 306291 9/2/2020 100282 CINTAS CORPORATION 3.84 ENTRY MAT SERVICE 380106 4059315574 1920,6240 CLEANING SERVICE/GARBAGE REMOVSENIOR CENTER 35.76 RUG SERVICE 360052 4059315662 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER 93.00 TP,TOWELS 380178 4059610752 5110.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 167.85 MATS 380178 4059610752 5110.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 1.55- LIQ3 USE TAX 380143 4059619008 5000,2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 1.55 LIQ3 USE TAX 380143 4059619008 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 22.50 MOP HEADS AND MAT 380143 4059619008 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 34.08 CH MAT SVC 380414 4059987210 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC .33- LIQ2 USE TAX 380399 4060084234 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .33 LIQ2 USE TAX 380399 4060084234 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 4.80 RUGS 380399 4060084234 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 361.83 306292 9/2/2020 155005 COCO,JENNIFER 293.00 REFUND MUSIC TOGETHER REG(X2) 380146 202008271 1001.4351 COVID-19 PRE SCHOOL PROGRAMS GENERAL FUND REVENUE 293.00 306293 9/2/2020 100123 DAKOTA COUNTY FINANCIAL SERVIC 7,485.00 DBB 3RD QTR OPERATIONS SERV. 380136 38768 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 23.33 800 MHZ FEES(1) 380063 38884 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 23.33 800 MHZ FEES(1) 380063 38884 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 46.66 800 MHZ FEES(2) 380063 38884 1530.6249 OTHER CONTRACTUAL SERVICES FLEET&BUILDINGS-CMF 1,469.79 800 MHZ FEES(63) 380063 38884 1330.6249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,309.67 800 MHZ FEES(99) 380063 38884 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23.33 800 MHZ FEES(1) 380063 38884 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 11.381.11 306294 9/2/2020 100137 DELEGARD TOOL CO 459.43 HARMONIC TOOL&TORQUE WRENCH 380076 13932 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 8/28/2020 - 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit • 306294 9/2/2020 100137 DELEGARD TOOL CO Continued... 459.43 306295 9/2/2020 140659 DOMACE VINO 276.00 WINE#1 00050649 380302 20796 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 5.00 FREIGHT#1 00050649 380303 20796 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 222.00 WINE#3 00050649 380304 20801 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00050649 380305 20801 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 508.00 • 306296 9/2/2020 155301 DRIVER&VEHICLE SERVICES(PLATES) 24.00 8 LICENSE PLATES @$3/PLATE 380095 08212020 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 24.00 306297 9/2/2020 120698 DURAND MANUFACTURING 96.49 CUSTOM ANGLE BRACKETS LIFT 11 380216 28854 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 96.49 306298 9/2/2020 155304 EWEKA,BEATRICE 70.00 REFUND SKATING LESSON REG FEE 380120 2004447002 5201.4813 COVID-19 ARENA SKATING LESSONS ARENA 1 FUND REVENUES 70.00 306299 9/2/2020 100166 FEDEX 27.86 FEDEX CHARGES 380124 709813102 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 27.86 306300 9/2/2020 143578 FLEETPRIDE 109.80 ARROW BOARD LED LIGHTS#409 380176 58229778 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 109.80 306301 9/2/2020 155294 FORTUNA,LAURA 70.00 REFUND SKATING LESSON REG FEE 380116 202008182 5201.4813 COVID-19 ARENA SKATING LESSONS ARENA 1 FUND REVENUES 70.00 306302 9/2/2020 150163 GALLS 600.00 BATON RINGS AND STOPPERS(40) 380144 16224938 1210.6211 SMALL TOOLS&EQUIPMENT POLICE FIELD OPERATIONS/PATROL 600,00 306303 9/2/2020 100217 GRAINGER 99.12 WASP SPRAY 380211 9630842814 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 99.12 R55CKR2 LC ,1 CITY OFAPPL _EY 9/2/21 :41:44 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306303 9/2/2020 100217 GRAINGER Continued... 306304 9/2/2020 100827 GRAPE BEGINNINGS INC 261.00 LIQ#3 00032379 380307 82331 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,043.00 WINE#3 00032379 380308 82331 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 692.00 WINE#3 00032379 380309 82332 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 690.00 WINE#3 00032379 380310 82333 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 276.00 WINE#1 00032379 380306 82334 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 624.00 LIQ#3 00032379 380311 82969 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 4,586.00 306305 9/2/2020 147493 HARRIS SERVICE 3,384.25 VW QAURTERLY HVAC SERVICE 380202 505010476 5110,6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 3,384,25 306306 9/2/2020 101169 HAWKINS,INC. 1,412.40 HYDROFLUOSILICIC ACID,TEETH 380075 4772211 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 1,412.40 306307 9/2/2020 155295 HURD,DON 50.00 REFUND WATERCRAFT RACK RENTAL 380117 20200820 1001.5199 RENTS-OTHER GENERAL FUND REVENUE 50.00 306308 9/2/2020 144639 IRRIGATION DOCTOR 1,582.62 CEDAR AVENUE IRRIGATION MAINT 380391 33353 1610.6249 OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 1,582.62 306309 9/2/2020 100939 JIRIK SOD FARMS INC 17.60 SOD ALONG COBB PATH 380061 46048 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 17.60 306310 9/2/2020 118232 JOHN DEERE FINANCIAL 1.01 TANK REPAIR ON STRIPER 380069 P25850 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 71.12 TRIM MOWER PARTS 380389 P25982 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 47.69 FILTER FOR DEERE MOWERS 380388 P26018 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE Supplier 100608 FRONTIER AG&TURF 119.82 306311 9/2/2020 142046 KILLMER ELECTRIC COMPANY,INC. 43,303.60 '20 STRT&UTIL IMPV-PMT#1 380208 20200812 4752.6810 2020101R CONSTRUCTION IN PROGRESS ELECTRIC FRANCHSE 43,303.60 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306311 9/2/2020 142046 KILLMER ELECTRIC COMPANY,INC. Continued... 306312 9/2/2020 147557 LIBATION PROJECT 246.00 LIQ#3 00051923 380312 30418 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.00 FREIGHT#3 00051923 380313 30418 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 248.00 306313 9/2/2020 101616 LMC INSURANCE TRUST 1,658.17 CLAIM GL104057-JEROME JACOBS 380068 5943 7205.6399 OTHER CHARGES INSURANCE CLAIMS 1,658.17 306314 9/2/2020 116371 LOFFLER COMPANIES INC(CONT I 167.00 PRINTER TONER&MAINTENANCE 380180 3498774 1500.6265 REPAIRS-EQUIPMENT PW MANAGEMENT 121.00 PRINTER TONER&MAINTENANCE 380181 3506080A 1030.6265 REPAIRS-EQUIPMENT INFORMATION TECHNOLOGY 288.00 306315 9/2/2020 154706 LOMPLAN WINES LLC 1,292.40 WINE#3 00052648 380314 57360895 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 19.50 FREIGHT#3 00052648 380315 57360895 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,311.90 306316 9/2/2020 138342 MANSFIELD OIL COMPANY 714.57 UNLEADED FUEL(414 GA) 380197 21916703 5155.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 536.00 DIESEL FUEL(371 GA) 380196 21916706 5155.6212 MOTOR FUELS/OILS GOLF EQUIPMENT MAINTENANCE 1,250.57 306317 9/2/2020 145128 MARTHEY,JENAE 16.66 ELECTIONS SUPPLIES-BAGGIES 380058 20200806 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 16.66 306318 9/2/2020 100309 MENARDS 104,91 SMALL TOOLS AND PUMP 380104 84255 1940.6211 SMALL TOOLS&EQUIPMENT AQUATIC SWIM CENTER 94.97 VENT AND SUMP FOR MECH BUILDIN 380062 84332 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 49.98- SAW 380125 84354 5145.6211 SMALL TOOLS&EQUIPMENT GOLF SHOP BUILDING MAINTENANCE 52.95 DECK SUPPLIES 380111 84363 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 71.48 MULCH 380051 84441 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 28.99 WEED KILLER FOR ALIMAGNET 380221 84637 5507.6229 GENERAL SUPPLIES ALIMAGNET STM LIFT 112.00 PLUMBING PARTS 380105 84657 1940.6215 EQUIPMENT-PARTS AQUATIC SWIM CENTER 14.44- GOLF USE TAX 380182 84693 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 14.44 GOLF USE TAX 380182 84693 5145.6229 GENERAL SUPPLIES GOLF SHOP BUILDING MAINTENANCE 209.99 GOLF STAIN 380182 84693 5145.6229 GENERAL SUPPLIES GOLF SHOP BI 73 MAINTENANCE R55CKR2 LC 1 CITY OFAPPI _EY 9/2/21 :41:44 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 8/28/2020 — 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306318 9/2/2020 100309 MENARDS Continued... 44.00 COLUBARIUM GROUTING 380159 84705 5605.6229 GENERAL SUPPLIES CEMETERY 198.47 BURN HOUSE FOR TRAINING 380096 84723 1310.6229 GENERAL SUPPLIES FIRE TRAINING 867.78 306319 9/2/2020 148669 MID-AMERICA BACKFLOW PREVENTER 400.00 BACK-FLOW INSPECTION REPAIRS 380085 200240 5345.6249 OTHER CONTRACTUAL SERVICES WATER EQUIPNEHICLE/MISC MNTC 417.00 BACK-FLOW INSPECTION REPAIRS 380084 200241 5345.6249 OTHER CONTRACTUAL SERVICES WATER EQUIPNEHICLE/MISC MNTC 585.00 BACK-FLOW INSPECTION REPAIRS 380083 200242 5345.6249 OTHER CONTRACTUAL SERVICES WATER EQUIPNEHICLE/MISC MNTC 1,402.00 306320 9/2/2020 152500 MIX,DAVID 64.98 2 PR JEANS-D MIX 380398 20200822 1600,6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 64.98 306321 9/2/2020 100334 MN DEPT OF HEALTH 35.00 MN FOOD PROTECT CERT-JOHNSON 380056 20200825 5105.6275 SCHOOLS/CONFERENCES/EXP LOCAL GOLF MANAGEMENT 35.00 306322 9/2/2020 101376 MN DEPT OF HEALTH 38,736.00 WATER SVC CONNECT FEE-3RD QTR 380138 20200813 5300.2332 STATE WATER TESTING FEE WATER&SEWER FUND BAL SHEET 38,736.00 306323 9/2/2020 100546 MN GOLF ASSOCIATION INC 6,725.00 GHIN ASSOC HANDICAP FEES(269) 380203 5109694 5115.6426 HANDICAP FEE GOLF PRO SHOP 6,725.00 306324 9/2/2020 102092 MRPA 1,900.00 SOFTBALL TEAM SANCTIONING(76) 380393 10013 1850.6399 OTHER CHARGES REC SOFTBALL 1.900,00 306325 9/2/2020 114052 NOVACARE REHABILITATION 1,440.00 WORK STRATEGIES-NEW RECRUITS 380094 844163537 1330.6235 CONSULTANT SERVICES FIRE OPERATIONS 1,440,00 306326 9/2/2020 154712 OFFICETEAM 989.80 ROBERT HALF WEEK ENDED 8/14 380071 56226799 1100.6249 OTHER CONTRACTUAL SERVICES DEV MANAGEMENT 1,414.00 ROBERT HALF WEEK END 8/21/20 380201 56250893 1100.6249 OTHER CONTRACTUAL SERVICES DEV MANAGEMENT 2,403.80 306327 9/2/2020 131227 PALOMINO PET HOSPITAL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306327 9/2/2020 131227 PALOMINO PET HOSPITAL Continued... 420.00 BOARDING FEES MAY 2020 380064 68419 1295.6249 OTHER CONTRACTUAL SERVICES COMMUN SERVICE OFFICERS(CSO) 420.00 306328 9/2/2020 150933 PARLEY LAKE WINERY 300.00 WINE#3 00052230 380320 17921 5085,6520 WINE LIQUOR#3 STOCK PURCHASES 300.00 306329 9/2/2020 100372 PAUSTIS&SONS • 390.00 WINE#2 00001291 380325 98204 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 5.00 FREIGHT#2 00001291 380326 98204 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 488.00 WINE#1 00001291 380321 98237 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00001291 380322 98237 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,693.00 WINE#3 00001291 380329 98238 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 32.50 FREIGHT#3 00001291 380330 98238 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 526.00 WINE#1 00001291 380323 98931 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6.25 FREIGHT#1 00001291 380324 98931 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,127.00 WINE#3 00001291 380331 99501 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 28.75 FREIGHT#3 00001291 380332 99501 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 526.00 WINE#2 00001291 380327 99514 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00001291 380328 99514 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,836.25 306330 9/2/2020 155057 PROBUILT AMERICA 1.00 REFUND 13670 HANOVER CT 380133 20200709 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 74.27 REFUND 13670 HANOVER CT 380133 20200709 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 75.27 306331 9/2/2020 137785 PROPERTY TAXATION&RECORDS 3,445.48 2020 TRUTH IN TAXATION NOTICES 380060 TNT202001 1035.6239 PRINTING FINANCE 3,445.48 306332 9/2/2020 T19316 RON KASSA CONSTRUCTION INC 2,104.05 PAY APP#4 CONCRETE REMOVAL 380137 20200722 1610.6249 2020121G OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 5,800.00 SIDEWALK APPROACH SPLASH PAD 380102 20200818 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 7,904.05 306333 9/2/2020 150643 RUE 38 272.00 WINE#1 00052178 380333 8801 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3.00 FREIGHT#1 00052178 380334 8801 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 624.00 WINE#3 00052178 380335 8906 5085.6520 WINE LIQUOR#3 STi JRCHASES R55CKR2 LC 1 CITY OF APR _EY 9/2/2l :41:44 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306333 9/2/2020 150643 RUE 38 Continued... 6.00 FREIGHT#3 00052178 380336 8906 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 905.00 306334 9/2/2020 155214 RUTH,MELISSA 250.00 TV SERVICE R.O.W.TO MAIN 380057 20200804 5375.6249 OTHER CONTRACTUAL SERVICES SEWER MAINTENANCE AND REPAIR 250.00 306335 9/2/2020 132465 SAM'S CLUB DIRECT 1.85- GOLF USE TAX 380101 20200814 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 1.85 GOLF USE TAX 380101 20200814 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 26.94 SOAP 380101 20200814 5110.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 26.94 306336 9/2/2020 100478 SECURITAS ELECTRONIC SECURITY INC 155.00 SECURITY MONITORING INSPECTION 380220 1847670 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 6.84- FIRE SALES TAX ADJUST 380153 7000626602 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 6.84 FIRE SALES TAX ADJUST 380153 7000626602 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 102.84 FS2 ALARM MONITORING-SEPT-NOV 380153 7000626602 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 6.84- FIRE SALES TAX ADJUST 380152 7000626731 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 6.84 FIRE SALES TAX ADJUST 380152 7000626731 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 102.84 FS1 ALARM MONITORING-SEPT-NOV 380152 7000626731 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 360.68 306337 9/2/2020 100432 SEH ENGINEERS 500.00 VALLEYWOOD REHAB INSPECTION 380191 391103 5305.6235 2017101W CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTRY 725.16 LONGRIDGE CELL COOR-SPRINT 380192 391104 5305.6235 2020113W CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTRY 1,877.98 LONGRIDGE CELL COOR-TMOBILE 380194 391105 5305.6235 2020113W CONSULTANT SERVICES WATER MGMT/REPORT/DATA ENTRY 943.73 LONGRIDGE CELL COOR-TMOBILE 380193 391106 1000.2430 20053008 ANTENNA LEASE ESCROWS GENERAL FUND BALANCE SHEET 4,046.87 306338 9/2/2020 119394 SENSUS USA 1,715;95 SENSUS METERS ANNUAL FEE 380189 ZA20215402 5310.6399 OTHER CHARGES WATER METER RPR/REPLACE/READNC 1,715.95 306339 9/2/2020 111161 SHRED IT USA LLC 19.39 SHRED-PLANNING 380129 8180331762 1100.6240 CLEANING SERVICE/GARBAGE REMOVDEV MANAGEMENT 19.40 SHRED-ENGINEERING 380129 8180331762 1510.6240 CLEANING SERVICE/GARBAGE REMOVPW ENGINEERING&TECHNICAL 58,17 SHRED-INSPECTIONS 380129 8180331762 1400.6240 CLEANING SERVICE/GARBAGE REMOVINSPECTIONS MANAGEMENT 96.96 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/2/2020 11:41:44 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 8/28/2020 — 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306340 9/2/2020 155307 SUNDT,EUGENE Continued... 88.83 UB REFUND 14332 GLENDA DR 380179 20200827B 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 88.83 306341 9/2/2020 100470 TIME SQUARE SHOPPING CENTER II 1,561.02 LIQ1 CAM ESCROW-SEPT 380402 20200825 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 1,721.47 LIQ1 TAX ESCROW-SEPT 380402 20200825 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 11,500.00 LIQ1 LEASE-SEPT 380402 20200825 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 14,782.49 306342 9/2/2020 100481 TRI-STATE BOBCAT INC 19.60 MODULE MOUNTING BRACKET#347 380050 P39675 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 19.60 306343 9/2/2020 101587 TWIN CITY WATER CLINIC INC 500.00 WATER TESTING 380090 15002 2027.6810 2020101R CONSTRUCTION IN PROGRESS ROAD ESCROW 500.00 WATER TESTING 380091 15011 2027.6810 2020101R CONSTRUCTION IN PROGRESS ROAD ESCROW 1,000.00 306344 9/2/2020 155293 VANPELT,CHRIS 70.00 REFUND SKATING LESSON REG FEE 380115 202008181 5201.4813 COVID-19 ARENA SKATING LESSONS ARENA 1 FUND REVENUES 70,00 306345 9/2/2020 114161 VREYENS,JULIE ANNE 100.42 UB REFUND 5374 EMERALD WAY 380127 20200827A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 100.42 306346 9/2/2020 137693 WALKER ROOFING 420 48 WELL 9 ROOF LEAK 380074 158958 5320.6266 REPAIRS-BUILDING WATER WELL/BOOSTER STN MNT/RPR 420.48 306347 9/2/2020 155303 WALKER,JEN 70.00 REFUND SKATING LESSON REG FEE 380119 2004448002 5201.4813 COVID-19 ARENA SKATING LESSONS ARENA 1 FUND REVENUES 70.00 306348 9/2/2020 122208 WEST ST PAUL,CITY OF 2,997.97 VOLUNTEER COORD EXP-APR-JUN 380098 202000000172 1020.6399 OTHER CHARGES HUMAN RESOURCES 2,997.97 306349 9/2/2020 100521 WINE MERCHANTS 688.00 WINE#3 00022992 380365 7294422 5085.6520 WINE LIQUOR#3 ST( JRCHASES R55CKR2 Lt. i1 CITY OF APPL _EY 9/2/2( :41:44 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 8/28/2020 -- 9/4/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306349 9/2/2020 100521 WINE MERCHANTS Continued... 620.74 WINE#1 00022992 380362 7294423 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 352.00 WINE#3 00022992 380366 7294424 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 447.00 WINE#1 00022992 380363 7296181 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 88.00 WINE#2 00022992 380364 7296182 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 878.00 WINE#3 00022992 380367 7296183 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,073.74 306350 9/2/2020 100363 XCEL ENERGY 57.56 SL ELECTRIC-147TH&JCR 380097 5104562347AUG20 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 153.04 POL GUN RANGE ELECTRIC 380415 5158758142AUG20 1255.6255 UTILITIES-ELECTRIC POLICE GUN RANGE 210.60 3,085,353.64 Grand Total Payment Instrument Totals Checks 241,813.47 A/P ACH Payment 2,843,540.17 Total Payments 3,085,353.64 CP ti0 R55CKS2 LC J0 CITY OFAPPL _EY 9/2/21 :41:54 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 8/28/2020 - 9/4/2020 Company Amount 01000 GENERAL FUND 132,089.15 02025 ROAD ESCROW FUND 1,883,715.18 04500 CONSTRUCTION PROJECTS 814,987.73 04750 ELECTRIC FRANCHISE 43,303.60 05000 LIQUOR FUND 92,265.13 05100 GOLF FUND 13,118.88 05200 ARENA FUND 1,448.08 05300 WATER&SEWER FUND 49,584.74 05500 STORM DRAINAGE UTILITY FUND 521.98 05600 CEMETERY FUND LEVEL PROGRAM 47,912.79 05800 STREET LIGHT UTIL FUND 454.87 07200 RISK MANAGEMENT/INSURANCE FUND 3,714,93 07400 VERF-POLICE 2,236.58 Report Totals — 3,085,353.64 R55CKR2 LC 1 CITY OF APPL EY 9/9/2C 07:27 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22424 9/11/2020 100101 ACE HARDWARE 1.40- DISCOUNT 380748 101310893501 1330.6333 GENERAL-CASH DISCOUNTS FIRE OPERATIONS 13.98 TRUFUEL-FS1 380748 101310893501 1330.6212 MOTOR FUELS/OILS FIRE OPERATIONS .80- DISCOUNT 380752 101310894211 1340.6333 GENERAL-CASH DISCOUNTS FIRE BLDG&GROUNDS MNTC 7.99 GLUE FOR TAPE ON GARAGE FLOOR 380752 101310894211 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC .54- DISCOUNT 380753 101310894241 1350.6333 GENERAL-CASH DISCOUNTS FIRE VEHICLE MAINTENANCE 5.42 TRUCK 4984-NUTS AND BOLTS 380753 101310894241 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 2.70- DISCOUNT 380749 101340893631 5270.6333 GENERAL-CASH DISCOUNTS ARENA 2 EQUIPMENT MAINT-HAYES 21.98 GORILLA TAPE 380749 101340893631 5270.6229 GENERAL SUPPLIES ARENA 2 EQUIPMENT MAINT-HAYES .50- DISCOUNT 380750 101360893961 1730.6333 GENERAL-CASH DISCOUNTS PARK BUILDING MAINTENANCE 4.99 LOCK GRAPHITE 380750 101360893961 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 3.99 BEE KILLER LIFT 3 380751 101400893301 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 52.41 22425 9/11/2020 101318 AUTOMATIC SYSTEMS COMPANY 1,249.60 WELL 20 235FT CABLE 380623 35206S 5320.6215 EQUIPMENT-PARTS WATER WELL/BOOSTER STN MNT/RPR 767.35 PUMPING OR BACKWASH TA LEVEL T 380622 35207S 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 330,65 WHEATON POND ANTENNA 380453 35261S 5506.6265 REPAIRS-EQUIPMENT STORM LIFT STN MNTC/RPR 2,347.60 22426 9/11/2020 141748 BASER&PL UMPIRES 5,256,00 SOFTBALL OFFICIALS AUG 16-31 380621 20200901 1850.6235 CONSULTANT SERVICES REC SOFTBALL 5,256,00 22427 9/11/2020 100709 BATTERIES PLUS BULBS 17.95 UPS REPLACEMENT BATTERY 380454 P25740922 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 49.25 LIGHTS FOR WELL HOUSES&PITS 380448 P26488478 5320.6215 EQUIPMENT-PARTS WATER WELL/BOOSTER STN MNT/RPR 187.15 WELL HOUSE&PITS BULBS 380451 P26729628 5320,6215 EQUIPMENT-PARTS WATER WELL/BOOSTER STN MNT/RPR 56.85 SECURITY PANEL BATTERIES 380447 P28570222 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 311.20 22428 9/11/2020 100054 BAUER BUILT INC 792.42 TIRES#260 380628 518004867 1765.6216 VEHICLES-TIRES/BATTERIES PARK EQUIPMENT MAINTENANCE 1,263.00 SQUAD TIRES 380629 518004868 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 2,055.42 22429 9/11/2020 100102 COLLEGE CITY BEVERAGE 12.50- CMBEER#1 00000114 380475 54900422 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 11.10- CMTAX#1 00000114 380476 54900422 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 18.80- CMBEER#1 00000114 380474 54900423 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 30.00- CMBEER#1 00000114 380482 54900429 5015.6530 BEER LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22429 9/11/2020 100102 COLLEGE CITY BEVERAGE Continued... 35.70 LIQ#1 00000114 380471 70301542 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 8,025.15 BEER#1 00000114 380472 70301542 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 19.60 TAX#1 00000114 380473 70301542 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,670.90 BEER#2 00000114 380490 70301544 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 282,00 LIQ#3 00000114 380515 70301582 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 7,162.25 BEER#3 00000114 380516 70301582 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 41.80 TAX#3 00000114 380517 70301582 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 134,00 BEER#1 00000114 380481 71304899 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 619.50 LIQ#3 00000114 380499 72302345 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 684,00 WINE#3 00000114 380500 72302345 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8,698.40 BEER#3 00000114 380501 72302345 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 116.80 TAX#3 00000114 380502 72302345 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 21.99 NTAX#3 00000114 380503 72302345 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 4,039.40 BEER#2 00000114 380488 72302346 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 22.20 TAX#2 00000114 380489 72302346 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 58.50 LIQ#1 00000114 380464 72302348 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 67.50 WINE#1 00000114 380465 72302348 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8,836.50 BEER#1 00000114 380466 72302348 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 179,00 TAX#1 00000114 380467 72302348 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 21.99 NTAX#1 00000114 380468 72302348 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 110.00 BEER#3 00000114 380498 72302350 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 54.12- CMBEER#1 00000114 380463 72302354 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 28.90 BEER#1 00000114 380469 72302378 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 127,98- CMBEER#1 00000114 380470 72302378 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 142.80 LIQ#3 00000114 380504 72302379 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 10,174,75 BEER#3 00000114 380505 72302379 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 48.00 TAX#3 00000114 380506 72302379 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 308.40 LIQ#3 00000114 380509 72302413 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 8,198.83 BEER#3 00000114 380510 72302413 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 225.44 TAX#3 00000114 380511 72302413 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 65.97 NTAX#3 00000114 380512 72302413 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 28.60 BEER#3 00000114 380507 72302414 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 53,95- CMBEER#3 00000114 380508 72302414 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 3,700.40 BEER#2 00000114 380493 72302415 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 58,20 TAX#2 00000114 380494 72302415 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 39,40 BEER#2 00000114 380491 72302416 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 127.40- CMBEER#2 00000114 380492 72302416 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 58.50 LIQ#1 00000114 380477 72302417 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 12,469.20 BEER#1 00000114 380478 72302417 5015.6530 BEER LIQUOR#1 STO- .°URCHASES R55CKR2 LC I CITY OF APPL EY 9/9/20 07:27 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 8/31/2020 — 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22429 9/11/2020 100102 COLLEGE CITY BEVERAGE Continued... 121.00 TAX#1 00000114 380479 72302417 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 21.99 NTAX#1 00000114 380480 72302417 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 6,266.78 BEER#1 00000114 380485 72302447 5015 6530 BEER LIQUOR#1 STOCK PURCHASES 51.25 TAX#1 00000114 380486 72302447 5015 6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 21.99 NTAX#1 00000114 380487 72302447 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 26.10 BEER#1 00000114 380483 72302448 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 125.38- CMBEER#1 00000114 380484 72302448 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 2,645.35 BEER#2 00000114 380497 72302449 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 52.20 BEER#2 00000114 380495 72302450 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 79.33- CMBEER#2 00000114 380496 72302450 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 252.60 BEER#3 00000114 380513 72302452 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 270.60- CMBEER#3 00000114 380514 72302452 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 86,942.67 22430 9/11/2020 101431 COMMUNITY HEALTH CHARITIES 72.50 CHARITABLE GIVING 380385 90220923069 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 72.50 22431 9/11/2020 122849 DAKOTA COMMUNICATIONS CENTER 86,141.00 POL DCC FEE-OCT 380644 AV202010 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 86,141.00 22432 9/11/2020 100941 DIAMOND VOGEL PAINT 185,90 CROSSWALK PAINT/SUPPLIES 380426 802196051 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 185.90 22433 9/11/2020 114009 FIRE EQUIPMENT SPECIALTIES INC 95,52 BRASS FOR HYDRANT WRENCHES 380456 10625 1330.6215 EQUIPMENT-PARTS FIRE OPERATIONS 95.52 22434 9/11/2020 148471 GILBERT MECHANICAL CONTRACTORS 330,50 HEAT PUMP SERVICE 380459 196230 1920.6266 REPAIRS-BUILDING SENIOR CENTER 330,50 22435 9/11/2020 100209 GOPHER STATE ONE-CALL 28.35 GOPHER STATE ONE CALL 380758 80183 5805,6237 TELEPHONE/PAGERS STREET LIGHT UTILITY FUND 28.35 22436 9/11/2020 100491 GREATER TWIN CITIES UNITED WAY 40.00 CHARITABLE GIVING 380381 90220923065 9000,2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET RS5CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22436 9/11/2020 100491 GREATER TWIN CITIES UNITED WAY Continued... 40.00 22437 9/11/2020 103314 INNOVATIVE OFFICE SOLUTIONS 1.67 PRINTER TAPE 380424 IN3081388 1540.6210 OFFICE SUPPLIES CMF BUILDINGS&GROUNDS MNTC 22.81 PLANNER,FLAGS 380424 IN3081388 1520.6210 OFFICE SUPPLIES NATURAL RESOURCES 28.90 NOTESBOOK,PENS 380424 IN3081388 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 86.35 CHAIR MAT 380424 IN3081388 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 268,20 SOAP FOR TOUCH FREE DISP 380458 IN3085525 1920.6229 COVID-19 GENERAL SUPPLIES SENIOR CENTER 64.93 LABELS,UTILITY KNIFE,GLUE, 380445 IN3086364 1200.6210 OFFICE SUPPLIES POLICE MANAGEMENT 472.86 22438 9/11/2020 131791 IRRIGATION BY DESIGN INC 74.10 COBB IRRIGATION 380436 49453 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 284.38 COBB IRRIGATION 380435 51645 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 848.46 COBB WEST IRRIGATION 380442 72010 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 1,827.85 COBB IRRIGATION 380434 7208 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 1,827.85 COBB EAST IRRIGATION 380444 92010 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 848,46 COBB WEST IRRIGATION 380443 92012 1720.6249 OTHER CONTRACTUAL SERVICES PARK GROUNDS MAINTENANCE 5,711.10 22439 9/11/2020 100279 LAW ENFORCEMENT LABOR SERVICES 558,00 SERGEANT(#243)UNION DUES 380379 90220923063 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,480.00 POLICE(#71)UNION DUES 380379 90220923063 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,038.00 22440 9/11/2020 100299 MASTER ELECTRIC CO 2,595.00 NORDIC ELECTAIR COND HOOK UP 380615 SD30412 5320.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 2,695.00 WELL 10 AC ELECTRIC 380618 SD30413 5320,6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 495.00 WELL 19 AIR ELECTR HOOK UP 380616 SD30414 5320.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 1,577.10 ELECTRIC FOR GYM CURTAIN 380619 SD30663 4002.6715 CAPITAL OUTLAY-BUILDINGS MUNICIPAL BUILDINGS 7,362.10 22441 9/11/2020 138249 MINNESOTA ENVIRONMENTAL FUND 20.00 CHARITABLE GIVING 380372 902209230613 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 20,00 22442 9/11/2020 146279 NORDIC MECHANICAL SERVICES, 5,455.00 AIR CONDIONING UNIT WELL 19 380617 57335 5320.6735 CAPITAL OUTLAY-OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 5,455.00 R55CKR2 LC 1 CITY OF APPL EY 9/9/2C 07:27 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22443 9/11/2020 111219 NORTHERN SAFETY TECHNOLOGY INC Continued... 210.00 TRAFFIC PREEMPTION FOR INV SQ. 380755 50984 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 210.00 22444 9/11/2020 150632 OERTEL ARCHITECTS 6,592.50 DESIGN SERVICES OF STRUCTURE 380637 20055 5605.6235 2020117G CONSULTANT SERVICES CEMETERY 6,592,50 22445 9/11/2020 118834 OPEN YOUR HEARTS 65.00 CHARITABLE GIVING 380370 902209230611 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 65.00 22446 9/11/2020 154497 PETERSON,KRAIG 41.40 AUGUST MILEAGE-PETERSON 380460 20200828 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 41.40 22447 9/11/2020 122110 REINDERS INC 179.55 CHEMICALS 380611 307414200 5150.6214 CHEMICALS GOLF COURSE MAINTENANCE 269.63 CHEMICALS 380648 307417600 5105.6214 CHEMICALS GOLF MANAGEMENT 123.31 CHEMICALS 380610 320899600 5150.6214 CHEMICALS GOLF COURSE MAINTENANCE 572.49 22448 9/11/2020 100405 RMR SERVICES INC 400.00 JUNE METER READING 380640 2020270 5365.6249 OTHER CONTRACTUAL SERVICES SEWER MGMT/REPORTS/DATA ENTRY 400.00 JUNE METER READING 380640 2020270 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 800.00 22449 9/11/2020 148730 SAAM,MATT 31,06 FEB&MARCH MILEAGE-SAAM 380438 20200327 1500.6277 MILEAGE/AUTO ALLOWANCE PW MANAGEMENT 31.06 22450 9/11/2020 100437 SHERWIN WILLIAMS CO 58.13 METAL PAINT 380418 41703 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 58.13 22451 9/11/2020 100524 SOUTHERN GLAZERS WINE NAD SPIRITS OF MN 768.00 LIQ#1 00050756 380688 1985886 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,200.77 LIQ#1 00050756 380689 1985887 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,528.24 LIQ#1 00050756 380690 1985888 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 58.50 LIQ#1 00050756 380691 1985889 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 270.00 LIQ#1 00050756 380692 1985890 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 6 Council Check Register by Invoice 8,Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22451 9/11/2020 100524 SOUTHERN GLAZERS WINE NAD SPIRITS OF MN Continued... 480.00 LIQ#1 00050756 380693 1985891 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 554.00 WINE#1 00050756 380724 1985892 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 123,75 LIQ#1 00050756 380687 1985893 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,535.95 LIQ#2 00050756 380702 1985894 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 676.40 LIQ#3 00050756 380708 1985910 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 891.75 LIQ#3 00050756 380709 1985911 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3,238.00 WINE#3 00050756 380728 1985912 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,572.60 LIQ#3 00050756 380710 1985913 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 270.00 LIQ#3 00050756 380711 1985914 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 58.50 LIQ#3 00050756 380712 1985915 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 320.00 LIQ#3 00050756 380713 1985916 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 929.24 LIQ#1 00050756 380694 1988390 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 10,248.49 LIQ#1 00050756 380695 1988391 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,944.00 WINE#1 00050756 380725 1988393 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 557.98 LIQ#1 00050756 380696 1988394 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 52.00 LIQ#1 00050756 380697 1988395 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 413.75 LIQ#2 00050756 380704 1988397 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,023.75 LIQ#2 00050756 380705 1988398 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 866.00 WINE#2 00050756 380727 1988399 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,158.97 LIQ#3 00050756 380715 1988413 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,238.10 LIQ#3 00050756 380716 1988414 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 4,745.54 LIQ#3 00050756 380717 1988416 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 5,062.98 WINE#3 00050756 380729 1988417 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 639.00 LIQ#3 00050756 380718 1988418 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3,407.83 LIQ#1 00050756 380699 1990880 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 39.80- CMLIQ#1 00050756 380700 1990880 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 45.00 LIQ#1 00050756 380701 1990881 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 2,465.65 WINE#1 00050756 380726 1990882 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,373.93 LIQ#2 00050756 380706 1990883 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 153.00 LIQ#3 00050756 380722 1990884 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 893.48 LIQ#3 00050756 380723 1990893 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 732.00 WINE#3 00050756 380731 1990894 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 417.15 LIQ#1 00050756 380698 5060814 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 843.00- CMLIQ#1 00050756 380685 9221683 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 223,00- CMLIQ#2 00050756 380703 9221684 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 664.00- CMLIQ#3 00050756 380707 9221685 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 90.00- CMLIQ#1 00050756 380686 9221733 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 80.00- CMLIQ#3 00050756 380714 9221856 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 529.00- CMLIQ#3 00050756 380719 9222722 5085.6510 LIQUOR LIQUOR#3 STC" °URCHASES R55CKR2 LC 1 CITY OF APPL .EY 9/9/2C 07:27 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22451 9/11/2020 100524 SOUTHERN GLAZERS WINE NAD SPIRITS OF MN Continued... 113.00- CMLIQ#3 00050756 380720 9222723 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 8.00- CMWINE#3 00050756 380730 9222724 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 300.00- CMLIQ#3 00050756 380721 9223347 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 52,024.50 22452 9/11/2020 137686 TOWMASTER LLC 5,971.00 INSTALL WING PLOW ON#323 380626 430852 7440.1750.120 TRANSPOR EQUIPMNT-10 YRS VERF-STREET MAINT BAL SHT 5,971 00 22453 9/11/2020 120784 ULINE 113.76 HAND SANITIZER 380431 123298848 1540.6229 COVID-19 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 113.76 22454 9/11/2020 131594 UNIVERSAL CLEANING SERVICES IN 367.00 CLEANING WATER TREATMENT PLANT 380425 128220 5325.6240 CLEANING SERVICE/GARBAGE REMOWVATER TREATMENT FCLTY MNTC/RPR 367.00 22455 9/11/2020 100496 VAN PAPER CO 259.85 BAGS#1 00008795 380732 55038300 5025.6229 GENERAL SUPPLIES LIQUOR#1 OPERATIONS 2.60- DISCT#1 00008795 380733 55038300 5025.6333 GENERAL-CASH DISCOUNTS LIQUOR#1 OPERATIONS 257.25 22456 9/1112020 121767 VARNER TRANSPORTATION 246.40 FREIGHT#1 00045995 380734 41072 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 215.60 FREIGHT#3 00045995 380742 41073 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 81.40 FREIGHT#2 00045995 380738 41074 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 339.90 FREIGHT#1 00045995 380735 41083 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 408.10 FREIGHT#3 00045995 380743 41084 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 122.10 FREIGHT#2 00045995 380739 41085 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 211.20 FREIGHT#1 00045995 380736 41094 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 128.70 FREIGHT#3 00045995 380744 41095 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 165,00 FREIGHT#2 00045995 380740 41096 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 105,60 FREIGHT#2 00045995 380741 41106 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 299.20 FREIGHT#3 00045995 380745 41107 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 392.70 FREIGHT#1 00045995 380737 41108 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,715.90 22457 9/11/2020 126509 WATER CONSERVATION SERVICE 484.80 WATER BREAK LEAK DETECTION 380638 10635 5330.6269 REPAIRS-OTHER VVTR MAIN/HYDRANT/CURB STOP MNT 484.80 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 22457 9/11/2020 126509 WATER CONSERVATION SERVICE Continued... 22458 9/11/2020 100526 ZEE MEDICAL SERVICE 41,30 RESTOCK FIRST AID KITS 380437 54049361 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 41,30 306351 9/9/2020 152774 ADIDAS AMERICA INC 10.58 GOLF FREIGHT 380609 6151336040 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 72.50 CLOTHES FOR RESALE 380609 6151336040 5115.6413 GOLF-CAPS/HATS/CLOTHING GOLF PRO SHOP 83.08 306352 9/9/2020 153995 AMAZON CAPITAL SERVICES 49.99 SPOTLIGHT BOAT 380457 14JRCR46G7LP 1330.6211 SMALL TOOLS&EQUIPMENT FIRE OPERATIONS 57.01 DEF FLUID CART WHEELS 380429 14WCF9P46XHL 1530.6229 GENERAL SUPPLIES FLEET&BUILDINGS-CMF 51.96 LAPTOP BAGS 380646 1JPXC4QTGNY4 1400.6210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 127.35 SURGE SUPPRESSION POWER STRIPS 380421 1JPXC4QTHT1T 1015.6229 COVID-19 GENERAL SUPPLIES CITY CLERK/ELECTIONS 112,88 2 STICKY CORK BOARDS 380614 1R79XNWKL3QD 1600.6229 GENERAL SUPPLIES STREET MANAGEMENT 14.98 PHONE SCREEN PROTECTOR 380614 1R79XNWKL3QD 5365.6211 SMALL TOOLS&EQUIPMENT SEWER MGMT/REPORTS/DATA ENTRY 90.93 ALCOHOL PADS-WATER SAMPLES 380613 1R79XNWKRVQ4 5305.6229 GENERAL SUPPLIES WATER MGMT/REPORT/DATA ENTRY 505,10 306353 9/9/2020 100023 ANDERSEN INC,EARL F 521.80 SIGN HARDWARE 380631 1241841N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 521.80 306354 9/9/2020 100747 ARAMARK UNIFORM SERVICES INC 48.08 COVERALLS 380756 629000026219 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 48.08 COVERALLS 380756 629000026219 1530,6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 96.17 COVERALLS 380756 629000026219 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 48.08 COVERALLS 380757 629000028746 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 48.08 COVERALLS 380757 629000028746 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 96.17_ COVERALLS 380757 629000028746 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 384.66 306355 9/9/2020 109954 BERRY COFFEE COMPANY 248.51 COFFEE SUPPLIES CMF 380430 774291 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 248.51 306356 9/9/2020 100932 BUDGET SANDBLASTING&PAINTIN 10,417.70_ '20 FENCE LT POLE RECOND PMT#2 380643 8242020 5805.6249 2020124G OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 10,417.70 R55CKR2 LC. 1 CITY OF APPL EY 9/9/2C 07:27 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 8/31/2020 — 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306356 9/9/2020 100932 BUDGET SANDBLASTING&PAINTIN Continued... 306357 9/9/2020 155140 CARBON DAY AUTOMOTIVE 220.00 SIGN FOR CHARGE STATION 380441 2709 1400.6715 CAPITAL OUTLAY-BUILDINGS INSPECTIONS MANAGEMENT 220.00 306358 9/9/2020 100878 CHARTER COMMUNICATIONS 8.46 CMF CABLE TV-AUG 380440 835230604010892 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 8AUG20 8.46 306359 9/9/2020 100282 CINTAS CORPORATION 22.32 CARPET RUNNERS 380420 4059987161 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC 41.12 CMF MATS 380432 4059987230 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 63,44 306360 9/9/2020 130960 COLD SPRING GRANITE COMPANY 255.60 NICHE PLAQUE-SORLIE 380433 RI1564570 5605.6325 COLUMBARIUM CEMETERY 255.60 306361 9/9/2020 100510 CORE&MAIN 361.42 WATER MAIN REPAIR CLAMP 380450 M898588 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 361.42 306362 9/9/2020 103237 CORRPRO COMPANIES INC 2,100.00 INSPECTION CATHODIC PROTEC TOW 380625 612923 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 2,100.00 306363 9/9/2020 122019 CROWN RENTAL-BURNSVILLE 13,016.20 PARKS GRANT EQUIPMENT 380417 W113901 1720.6211 2020127G SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 313,70- GOLF USE TAX 380417 W113901 5100.2330 2020127G DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 313.70 GOLF USE TAX 380417 W113901 5150.6211 2020127G SMALL TOOLS&EQUIPMENT GOLF COURSE MAINTENANCE 4,562.92 GOLF COURSE GRANT EQUIPMENT 380417 W113901 5150.6211 2020127G SMALL TOOLS&EQUIPMENT GOLF COURSE MAINTENANCE 17,579 12 306364 9/9/2020 101333 DAKOTA COUNTY TREASURER 3,600.00 WETLAND HEALTH EVAL.'20 DUES 380632 20200821 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 3,600.00 306365 9/9/2020 137662 DEZURIK 316.50 LIMIT SWITCH/FILTER CELL 380449 RPI66012934 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO It Doc No Inv No Account No Subledger Account Description Business Unit 306365 9/9/2020 137662 DEZURIK Continued... 316.50 306366 9/9/2020 153625 EHLERS SERVICES PLOWING 850.00 GRAVE DIGGING(8/2/2020) 380635 802467 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 850.00 306367 9/9/2020 100166 FEDEX 79.91 FEDEX CHARGES 380651 710515090 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP • 79.91 306368 9/9/2020 100420 FISCHER MINING,LLC 25,14- SALES TAX ADDED _ 380655 158936 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 25,14 SALES TAX ADDED 380655 158936 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 365.65 SAND 380655 158936 5150.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 365.65 306369 9/9/2020 102694 GERTENS 691.60 SEED FOR CEMETERY 380627 1611512 5605.6229 GENERAL SUPPLIES CEMETERY 691.60 306370 9/9/2020 112352 GREG LESSMAN SALES 12.46 GOLF FREIGHT 380446 69056 5115.6424 GOLF FREIGHT ON RESALE MDSE GOLF PRO SHOP 180.00 GOLF SPIKES FOR RESALE 380446 69056 5115.6418 GOLF-PRO SHOP OTHER GOLF PRO SHOP 192.46 306371 9/9/2020 153505 HUELIFE,LLC 5,500.00 EXECUTIVE RECRUITMENT PARK DIR 380636 20200804 1020.6235 CONSULTANT SERVICES HUMAN RESOURCES 5,500.00 306372 9/9/2020 100255 JOHNSON BROTHERS LIQUOR 19.06- LIQ#2 00000109 380538 111781 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 4.70- CMWINE#1 00000109 380578 113485 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 14.25- CMLIQ#1 00000109 380523 113486 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.17- CMLIQ#1 00000109 380579 113487 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 19.48- CMLIQ#1 00000109 380524 114070 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 180.74- CMWINE#1 00000109 380525 114070 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,855.77 LIQ#1 00000109 380518 1624378 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 916.00 LIQ#3 00000109 380557 1624379 5085_6510 LIQUOR LIQUOR#3 STOCK PURCHASES 485.35 LIQ#1 00000109 380519 1624381 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 115.90 WINE#1 00000109 380575 1624382 5015.6520 WINE LIQUOR#1 ST URCHASES R55CKR2 LC 1 CITY OF APPL .EY 9/9/2C 07:27 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306372 9/9/2020 100255 JOHNSON BROTHERS LIQUOR Continued... 2,551.00 LIQ#2 00000109 380539 1624383 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 19.67- LIQ#2 00000109 380540 1624383 5055,6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3,007.20 LIQ#1 00000109 380520 1624384 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,494.00 WINE#1 00000109 380576 1624385 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,174.88 LIQ#1 00000109 380521 1624386 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 397.28 WINE#1 00000109 380577 1624387 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,477.25 LIQ#2 00000109 380541 1624388 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 151.65 LIQ#2 00000109 380542 1624389 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 744.50 WINE#2 00000109 380590 1624390 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3,837.72 LIQ#2 00000109 380543 1624391 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 388.60 WINE#2 00000109 380591 1624392 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,034.46 LIQ#2 00000109 380544 1624393 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 360.00 BEER#2 00000109 380545 1624394 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,233,00 LIQ#3 00000109 380558 1624395 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 450.43 LIQ#3 00000109 380559 1624396 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,848.10 WINE#3 00000109 380598 1624397 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 79.33- CMWINE#3 00000109 380599 1624397 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 90.90 LIQ#3 00000109 380560 1624398 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 198.65 WINE#3 00000109 380600 1624399 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,262.30 LIQ#3 00000109 380561 1624400 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 440.00 WINE#3 00000109 380601 1624401 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 540.00 LIQ#3 00000109 380562 1624721 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 540.00 LIQ#1 00000109 380522 1624722 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 184.00 LIQ#1 00000109 380526 1629199 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 831.02 LIQ#1 00000109 380527 1629200 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,860.99 WINE#1 00000109 380582 1629201 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 32.00- CMWINE#1 00000109 380583 1629201 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 44.95 TAX#1 00000109 380528 1629202 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 443.01 LIQ#2 00000109 380546 1629203 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 751.02 LIQ#3 00000109 380563 1629204 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2,880.00 LIQ#3 00000109 380564 1629205 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6,656.00 LIQ#1 00000109 380529 1629206 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 530,00 LIQ#2 00000109 380547 1629207 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 5,418.61 LIQ#1 00000109 380530 1629208 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 90.00 WINE#1 00000109 380531 1629208 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 2,754.05 WINE#1 00000109 380580 1629209 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 33.95 NTAX#1 00000109 380532 1629210 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 89.81 LIQ#2 00000109 380548 1629211 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 315.30 WINE#2 00000109 380592 1629212 5055.6520 WINE LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306372 9/9/2020 100255 JOHNSON BROTHERS LIQUOR Continued... 461.00 LIQ#2 00000109 380549 1629213 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 841.40 LIQ#2 00000109 380550 1629214 5055,6510 LIQUOR LIQUOR#2 STOCK PURCHASES 549.20 WINE#2 00000109 380593 1629215 5055,6520 WINE LIQUOR#2 STOCK PURCHASES 435.19 LIQ#3 00000109 380565 1629216 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 857.15 WINE#3 00000109 380602 1629217 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,012.00 LIQ#3 00000109 380566 1629218 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 132,00 TAX#3 00000109 380567 1629219 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 2,947,24 LIQ#3 00000109 380568 1629220 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,694.20 WINE#3 00000109 380603 1629221 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 180.00 WINE#1 00000109 380581 1629540 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 76.50 WINE#1 00000109 380584 1631069 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 76.50 WINE#2 00000109 380594 1631071 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 76.50 WINE#3 00000109 380604 1631072 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 166.50 LIQ#3 00000109 380574 1631073 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 96.00 WINE#1 00000109 380585 1634523 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6,484.85 LIQ#1 00000109 380533 1634524 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,824.00 LIQ#2 00000109 380551 1634525 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 750.00 LIQ#3 00000109 380569 1634526 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,110.45 LIQ#1 00000109 380534 1634527 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,484.04 WINE#1 00000109 380586 1634528 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 832.69 LIQ#1 00000109 380535 1634529 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 565.00 BEER#1 00000109 380536 1634529 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 1,174.25 WINE#1 00000109 380587 1634530 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 925.88 LIQ#1 00000109 380537 1634531 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 730.40 WINE#1 00000109 380588 1634532 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 44.00- WINE#1 00000109 380589 1634532 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 43.50 LIQ#2 00000109 380552 1634533 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 130.50 LIQ#3 00000109 380570 1634534 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,076,00 LIQ#2 00000109 380553 1634535 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,132.20 LIQ#2 00000109 380554 1634536 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 401.30 WINE#2 00000109 380595 1634537 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 175.50 LIQ#2 00000109 380555 1634538 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 55.15 WINE#2 00000109 380596 1634539 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 267.19 LIQ#2 00000109 380556 1634540 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 64.00 WINE#2 00000109 380597 1634541 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 478.00 LIQ#3 00000109 380571 1634542 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 406.00 LIQ#3 00000109 380572 1634543 5085,6510 LIQUOR LIQUOR#3 STOCK PURCHASES 670.40 WINE#3 00000109 380605 1634544 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 532.45 LIQ#3 00000109 380573 1634545 5085.6510 LIQUOR LIQUOR#3 STC- -°URCHASES R55CKR2 LC 1 CITY OF APPL .EY 9/9/2C 07:27 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 8/31/2020 - 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306372 9/9/2020 100255 JOHNSON BROTHERS LIQUOR Continued... 607.88 WINE#3 00000109 380606 1634546 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 144.75 WINE#3 00000109 380607 1634547 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 84,716.01 306373 9/9/2020 147560 KEYLAND HOMES 2,000.00 NRMP 15605 FAIRCHILD WAY 380641 20200828 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 2,000.00 306374 9/9/2020 151278 KLINE,HARRY 67.96 KLINE MILEAGE AUGUST 2020 380652 20200827 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 67.96 306375 9/9/2020 122537 KLUTHE,PEGGY 11.15 MILEAGE 380612 20200805 1720.6277 MILEAGE/AUTO ALLOWANCE PARK GROUNDS MAINTENANCE 11.15 306376 9/9/2020 155163 KNOW INK 385.00 ELECTION-POLLPAD CHARGERS 380422 6235 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 385.00 306377 9/9/2020 148993 LOUKA TACTICAL TRAINING 399 00 B.BOOTH-FIREARMS CLASS 380754 20200831 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 399.00 306378 9/9/2020 101146 MASTER MECHANICAL INC 891.00 REPAIR OF ALIMAGNETAC 380624 57392 5507.6269 REPAIRS-OTHER ALIMAGNET STM LIFT 891.00 306379 9/9/2020 100309 MENARDS 19.98 CB REPAIRS 380427 84709 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 33.00 CB REPAIRS 380428 84798 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 29.64 GENERAL SUPPLIES 380650 85204 5155.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 1.23- SALES TAX ADDED 380654 85230 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 1.23 SALES TAX ADDED 380654 85230 5155.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 17.96 GENERAL SUPPLIES 380654 85230 5155.6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 19.29 CEILING REPAIR REDWOOD 380647 85254 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 119.87 306380 9/9/2020 154712 OFFICETEAM 1,414.00 ROBERT HALF WEEK ENDING 8/28/ 380639 56283446 1100.6249 OTHER CONTRACTUAL SERVICES DEV MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306380 9/9/2020 154712 OFFICETEAM Continued... 1,414.00 306381 9/9/2020 100751 PHILLIPS WINE&SPIRITS INC 1,024.00 LIQ#1 00000106 380656 6079711 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 228.00 LIQ#1 00000106 380657 6079712 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 546.80 WINE#1 00000106 380658 6079712 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 216.00 TAX#1 00000106 380659 6079713 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 126.00 NTAX#1 00000106 380660 6079713 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1,859.40 LIQ#2 00000106 380664 6079714 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 38.00 LIQ#2 00000106 380665 6079715 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 300.70 WINE#2 00000106 380666 6079715 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 745.20 LIQ#3 00000106 380670 6079717 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 114.00 LIQ#3 00000106 380671 6079718 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 300.00 TAX#3 00000106 380672 6079719 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 126.00 NTAX#3 00000106 380673 6079719 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 343.30 LIQ#1 00000106 380661 6083084 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,663.00 WINE#1 00000106 380678 6083085 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 501.42 WINE#2 00000106 380681 6083087 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 64.30 LIQ#3 00000106 380674 6083089 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,204.50 WINE#3 00000106 380683 6083090 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 46.00 TAX#3 00000106 380675 6083091 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 687.00 LIQ#1 00000106 380662 6084136 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 360.00 WINE#1 00000106 380679 6084137 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 604.50 LIQ#3 00000106 380676 6084138 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 351.80 LIQ#1 00000106 380663 6086641 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,757.39 WINE#1 00000106 380680 6086642 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 275.95 LIQ#2 00000106 380667 6086643 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 40.50 WINE#2 00000106 380682 6086644 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 26.00 TAX#2 00000106 380668 6086645 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 38.80 NTAX#2 00000106 380669 6086645 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 560.50 LIQ#3 00000106 380677 6086646 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 648.00 WINE#3 00000106 380684 6086647 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 14,797.06 306382 9/9/2020 143336 PREMIER LOCATING INC 449.14 GSOC ELECT.LOCATES 8/1-8/15/ 380630 41097 5805.6249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 449,14 306383 9/9/202n 101500 PREMIUM WATERS INC 9.64 WATER 380649 317719978 5145.6229 GENERAL SUPPLIES GOLF SHOP B G MAINTENANCE R55CKR2 LO I CITY OF APPL EY 9/9/20 07:27 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 8/31/2020 — 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306383 9/9/2020 101500 PREMIUM WATERS INC Continued... 9.64 306384 9/9/2020 101797 RCM SPECIALTIES INC 1,013.24 ASPHALT EMULSION OIL(347 GA) 380633 7657 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 1,013.24 306385 9/9/2020 100916 RESERVE ACCOUNT 15,000.00 FIN POSTAGE-ACCT#13620745 380462 20200903 1035.6238 POSTAGE/UPS/FEDEX FINANCE 15,000_00 306386 9/9/2020 155271 RIVERY,STEPHANIE 500.00 RAINWATER REWARDS GRANT 380653 011640701010 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 500.00 306387 9/9/2020 119316 RON KASSA CONSTRUCTION INC 2,010.59 '20 CONCRETE REMVL PMT#5 380642 20200826 1610.6249 2020121G OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 2,010.59 306388 9/9/2020 100478 SECURITAS ELECTRONIC SECURITY INC 6.42- WTP SALES TAX ADJUST 380439 7000627062 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 6.42 WTP SALES TAX ADJUST 380439 7000627062 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 96.42 WTP FIRE ALARM-SEPT-NOV 380439 7000627062 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 96.42 306389 9/9/2020 154036 SEWER SEPTIC GREASE SERVICES,LLC 68,676.00 CLEANING SUMP CATCH BASINS 380608 171 5506.6249 2020140G OTHER CONTRACTUAL SERVICES STORM LIFT STN MNTC/RPR 68,676.00 306390 9/9/2020 111161 SHRED IT USA LLC 80.15 SHREDDING SERVICE 380419 8180340814 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 80.15 306391 9/9/2020 100422 ST PAUL STAMP WORKS 32.10 ELECTION RECEIVED STAMP 380423 475372 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 32.10 306392 9/9/2020 145278 TACTICAL SOLUTIONS 982.00 RADAR CERTIFICATIONS 380620 8127 1200.6265 REPAIRS-EQUIPMENT POLICE MANAGEMENT 982.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 16_ Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 306393 9/9/2020 155310 TERRIS GPS LTD Continued... 1,315.00 GPS REPEATER 380455 81558 1340,6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 1,315.00 306394 9/9/2020 101587 TWIN CITY WATER CLINIC INC 250.00 WATER TESTING 380452 15018 2027.6810 2020101R CONSTRUCTION IN PROGRESS ROAD ESCROW 250.00 306395 9/9/2020 100839 VALLEY-RICH COMPANY INC 5,605.92 WATER MAIN RPR 14361 FLORA CT 380634 28577 5330.6269 REPAIRS-OTHER WTR MAIN/HYDRANT/CURB STOP MNT 5,605.92 306396 9/9/2020 155308 VIKING ALUMINUM 48.75 FEE REFUND-7824 WHITNEY 380645 20200818 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 48.75 20200843 8/31/2020 100873 HEALTHPARTNERS(DENTAL CLAIMS 3,148.03 DENTAL CLAIMS 8/20-8/26/20 380461 20200826 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 3,148.03 20200901 9/4/2020 148015 EMPOWER 810.00 MNDCP-457 CONTRIBUTIONS 380373 902209230614 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 810.00 20200902 9/4/2020 151439 EMPOWER 300.00 MNDCP-ROTH 457 CONTRIBUTIONS 360376 902209230617 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 300.00 20200903 9/4/2020 148869 EMPOWER(HCSP) 316.73 SERGEANT HCSP FUNDING-GROSS WA 380375 902209230616 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 846.42 ADMIN HCSP FUNDING-GROSS WAGES 380375 902209230616 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,305,59 HCSP FUNDING-ANN LV/COMP 380375 902209230616 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,309.28 POLICE HCSP FUNDING-GROSS WAGE 380375 902209230616 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 3,778.02 20200904 9/8/2020 102664 US BANK 9,015.59 EMPLOYEE MEDICARE 380369 902209230610 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 9,015.59 CITY SHARE MEDICARE 380369 902209230610 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 26,193.35 CITY SHARE FICA 380369 902209230610 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 26,239.02 EMPLOYEE FICA 380369 902209230610 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 57,654.89 FEDERAL TAXES PR 380369 902209230610 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLE BAL SHEET R55CKR2 LC 1 CITY OF APPL EY 9/9/20 07:27 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20200904 9/8/2020 102664 US BANK Continued... 128,118.44 20200905 9/4/2020 101238 MINNESOTA CHILD SUPPORT PAYMEN 478_00 CHILD SUPPORT DEDUCTIONS 380383 90220923067 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING SAL SHEET 117.50 CHILD SUPPORT DEDUCTIONS 380384 90220923068 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 595.50 20200906 9/8/2020 100657 MN DEPT OF REVENUE 26,000,49 STATE TAX WITHHOLDING 380382 90220923066 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 26,000.49 20200907 9/8/2020 100392 PUBLIC EMPLOYEES RETIREMENT AS 51,249.71 EMPLOYEE SHARE PERA 380380 90220923064 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 67,661.44 CITY SHARE PERA 380380 90220923064 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 118,911.15 20200908 9/8/2020 148841 FURTHER 4,711.94 HSA EMPLOYEE FUNDING 380374 902209230615 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 4,711.94 20200909 9/4/2020 151440 VANTAGEPOINT TRANSFER AGENTS 915.50 ROTH 457-PLAN#301171-FIRE TOO 380377 902209230618 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 915.50 20200910 9/4/2020 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 26,289.90 ICMA-PLAN#301171-FIRE TOO 380378 90220923062 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 26,289.90 20200911 9/4/2020 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,637.28 ROTH IRA-PLAN#705481 380371 902209230612 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,637.28 20200912 9/9/2020 148841 FURTHER 126_34 FLEX SPENDING MEDICAL 2020 380746 39548216 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 481.50 FLEX SPENDING DAYCARE 2020 380746 39548216 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 607.84 20200913 9/4/2020 100000 MN DEPT OF REVENUE 1,339.00 SALES/USE TAX-GENERAL FUND 380747 20200904 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 149.00- SALES/USE TAX-MUNI BLDG 380747 20200904 4000.2330 DUE TO OTHER GOVERNMENT MUNICIPAL BLDG FUND BALANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 9/9/2020 15:07:27 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 8/31/2020 -- 9/11/2020 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20200913 9/4/2020 100000 MN DEPT OF REVENUE Continued... 14,618.00 SALES/USE TAX-LIQUOR#2 380747 20200904 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 39,899.00 SALES/USE TAX-LIQUOR#3 380747 20200904 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 43,133.00 SALES/USE TAX-LIQUOR#1 380747 20200904 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 13,386,00 SALES/USE TAX-GOLF 380747 20200904 5100.2330 DUE TO OTHER GOVERNMENT GOLF FUND BALANCE SHEET 1,585.00 SALES/USE TAX-ARENA 380747 20200904 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 3,755.00 SALES/USE TAX-WATER&SWR 380747 20200904 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 117,566.00 955,869.32 Grand Total Payment Instrument Totals Checks 245,215.01 • EFT Payments 434,390.09 A/PACH Payment 276,264.22 Total Payments 955,869.32 *CV 4C°Z) oti la z R55CKS2 LC. 0 CITYOFAPPL .EY 9/9/2C 07:34 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 8/31/2020 - 9/11/2020 Company Amount 01000 GENERAL FUND 145,056.87 02010 CABLE TV RESERVE FUND 67.96 02025 ROAD ESCROW FUND 250.00 04000 MUNICIPAL BUILDING FUND 1,428.10 04900 PHYSICAL IMPROVEMENTS ESCROW F 2,000.00 05000 LIQUOR FUND 339,144.79 05100 GOLF FUND 19,299.75 05200 ARENA FUND 1,604.28 05300 WATER 8 SEWER FUND 27,651.46 05500 STORM DRAINAGE UTILITY FUND 74,050.63 05600 CEMETERY FUND LEVEL PROGRAM 8,389.70 05800 STREET LIGHT UTIL FUND 10,895.19 07100 INSURANCE TRUST DENTAL FUND 3,148.03 07440 VERF-STREETS 5,971.00 09000 PAYROLL CLEARING FUND 316,911.56 Report Totals 955,869.32 • ITEM: 5.A. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Regular Agenda Description: Proclaim October 4 through 10, 2020, as "Fire Prevention Week" Staff Contact: Department/ Division: Chuck Russell, Fire Chief Fire Department ACTION REQUESTED: Proclaim October 4 through 10, 2020, as "Fire Prevention Week". SUMMARY: Annually, the National Fire Protection Association (NFPA) along with fire departments nationwide recognize and participate in Fire Prevention Week commemorating the Great Chicago Fire of 1871. Fire Prevention Week 2020 will be observed October 4 through 10, 2020. This year's educational message is "Serve Up Fire Safety In The Kitchen!". BACKGROUND: An element of the Fire Department's mission is to provide community risk reduction through fire prevention education. Throughout the year Firefighters teach life safety messages, especially during Fire Prevention Week. In previous Fire Prevention Weeks Firefighters brought fire prevention education to each grade level at the elementary schools and assisted with fire drills at every school throughout the City. Firefighters also hosted open houses at each of the three fire stations educating the community on fire safety. This year, we will be providing online resources via Facebook and our City website. BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS,public safety is a top priority in Apple Valley; and WHEREAS, safety from fire is important to both citizens and local firefighters, who put their lives on the line with every response to fire; and WHEREAS, residents of Apple Valley must take action to prevent fires and to protect themselves if fire strikes; and WHEREAS, awareness of simple safety practices can help lower our local fire death and injury rates; and WHEREAS,working smoke alarms on every level and a home fire escape plan and regular drills are essential for every household in Apple Valley; and WHEREAS, Apple Valley is joining the National Fire Protection Association (NFPA)in teaching lifesaving messages in conjunction with Fire Prevention Week; and WHEREAS, the Fire Prevention week 2020 theme, "Serve Up Fire Safety In The Kitchen" is an important reminder for all citizens of Apple Valley. NOW, THEREFORE, the City Council of the City of Apple Valley, Dakota County, Minnesota, hereby proclaims the week of October 4-10, 2020, as: "FIRE PREVENTION WEEK" This week is commemorated across North America and supported by the public safety efforts of the fire departments, schools, and other safety advocates in conjunction with the NFPA. FURTHER, we call upon the people of Apple Valley to remember the Fire Prevention Week 2020 caution, "Serve Up Fire Safety In The Kitchen" and urge all citizens to heed the advice, to make sure their homes have smoke alarms installed properly and that each one is less than 10 years old. PROCLAIMED this 24th day of September, 2020. Mary Hamann-Roland, Mayor ATTEST: Pamela J. Gackstetter, City Clerk • ITEM: 5.B. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Regular Agenda Description: Proclaim September 24, 2020, "Gary Embretson Day in the City of Apple Valley" Staff Contact: Department/ Division: Tom Lawell, City Administrator Administration/ Information Technologies ACTION REQUESTED: Proclaim September 24, 2020, as "Gary Embretson Day in the City of Apple Valley" in recognition of his achievements at Apple Valley High School, including service as the second school Principal. SUMMARY: Former Apple Valley High School Principal, Gary Embretson, passed away this past week. Principal Embretson was an influential part of the team that opened the high school and his career included many foundational philosophies that exist at the school today. It is fitting to remember Principal Embretson for his dedication to the youth of our community and his role in making Apple Valley a great place to live. BACKGROUND: Gary Embretson was the first athletic director and second principal at Apple Valley High School. He played a foundational role in the development and implementation of the curricular and co-curricular programs at AVHS. He was also the chair of the bond drive that resulted in the establishment of Eagan High School. BUDGET IMPACT: N/A ATTACHMENTS: Proclamation CITY OF APPLE VALLEY PROCLAMATION WHEREAS, Gary Embretson was the first athletic director at AVHS and designed and implemented an award winning program; and WHEREAS,Gary Embretson was a pillar in the development and implementation of the curricular and co-curricular programs at AVHS; and WHEREAS,Gary Embretson was instrumental in the hiring of the first curricular and co- curricular staff at AVHS; and WHEREAS, Gary Embretson was the second Principal of Apple Valley High School,retiring in 1999; and WHEREAS,Gary Embretson was one of the founders of the AAA(Arts,Academics,Athletics) philosophy at Apple Valley High School and in the state of Minnesota; and WHEREAS, Gary Embretson was a champion of the those students who needed extra assistance to reach their full potential; and WHEREAS, Gary Embretson was a member of the National Coalition for Equality in Learning and implemented its principles in Independent School District 196; and WHEREAS,Gary Embretson was an exceptional colleague because of his ability to listen,to contribute and to lead; and WHEREAS,Gary Embretson was always welcoming, smiling and willing to listen to both staff and students; and WHEREAS, Gary Embretson was the chair of the bond drive that resulted in the establishment of Eagan High School; and WHEREAS, Gary Embretson was an active member of the Apple Valley Rotary Club and of Grace Lutheran Church, serving both as President and a member of several call committees; and WHEREAS,Gary Embretson was a good friend of the City, School District, and community and will be greatly missed. NOW,THEREFORE,the City Council of the City of Apple Valley,Dakota County,Minnesota, hereby proclaims the 24'day of September,2020 as: "GARY EMBRETSON DAY IN THE CITY OF APPLE VALLEY" PROCLAIMED this 24th day of September,2020. ATTEST: Mary Hamann-Roland,Mayor Pamela J. Gackstetter,City Clerk Guidelines and Policies for Programming on Apple Valley, Farmington, and Rosemount Cable Commission Channels The Cities of Apple Valley, Farmington, and Rosemount jointly administer government access cable television programming on Government Channels 16 and 22 to provide public information about government and community programs, services, events and issues. Programs may be entertaining in nature, but our main purpose is communicating information. In accordance with the Franchise Agreement that each city has with the cable company, "The City is hereby designated to operate, administer, promote, and manage community programming (public, education, and government programming) (hereinafter"PEG access") in the Cable System." Additionally, "The City may rename, reprogram, or otherwise change the use of these channels in its sole discretion, provided such use is non-commercial and retains the general purpose of the provision of community programming." The Member Cities designate that all policy decisions regarding programming on PEG Access Channels 10, 12, 16 and 22 are made by the Apple Valley, Farmington, and Rosemount Cable Commission (AFRCC) or the Commission's representative. The Commission ultimately reports to the three Member Cities of the AFRCC Joint Powers Cooperative. The Commission funds and produces programs of City Council meetings for each member city as well as Planning Commission and other committee or commission meetings as requested by the member city and approved by the Commission. The Commission may produce programs either jointly or on behalf of an individual member city as approved by the Commission. The individual member cities may also fund and produce programming of their choosing and submit this programming to the Commission for cablecast on the Government Channels. Any program produced by one of the member cities may be cablecast by the AFRCC on Government Channel 16 or Government Channel 22. Programs produced by other governmental agencies or other community organizations may be cablecast on behalf of the AFRCC, provided they have interest and value for the citizens of the member cities. Such programs shall also be subject to the approval of the Commission or the Cable Commission's representative. Programs that contain, in whole or in part, any of the following subject matter will not be cablecast by the government access organization: A. Commercial message or material Anything promoting a product or a service, with the primary objective of producing a monetary profit for a specific commercial organization or individual, may not be aired in an AFRCC program. This is not to preclude the incidental mention of a business or product, as part of a program, where the primary purpose is to disseminate information of public benefit. Businesses, individuals and organizations may be acknowledged for assistance in the production of a program or the provision of other means of support. B. Political campaigning Government access programming will not be used for political campaigning by individuals or organizations seeking public office or legislation. The AFRCC cannot be used for solicitation of funds or for political campaigning purposes. This is not to preclude the cablecasting of political debates or candidates' meetings, provided that fairness and equal time rules are followed. C. Programming Featuring Candidates for Public Office After the official filing deadline has passed for a particular election for public office, AFRCC Channels 16 and 22 will not carry programs that include candidates for that office, unless the program is meeting coverage of one of the regularly covered public bodies or if the program is a public candidates forum or"Meet the Candidates" program (sometimes organized by an independent group such as League of Women Voters or Chambers of Commerce) inviting all candidates to participate.This policy will be enforced until the election is complete and results have been announced. Other programs that include any filed candidate(s) for public office may be submitted for playback on Public Access Channel 12. l Revised—02/21/2007 Guidelines and Policies for Programming on Apple Valley, Farmington, and Rosemount Cable Commission Channels D. Religious Material Programming generally considered religious in nature will not be allowed. Program material that would advocate a particular religious belief will also not be produced by the AFRCC. Religious organizations or ideals may be mentioned as incidental information as part of a program. This rule will not preclude the appearance of a clergy or individual representing a particular religion as part of a program providing general information. Public Access Channel 12 is the appropriate channel for the telecasting of religious oriented material and programming. E. Obscenity and defamation Every effort will be made to assure that all programs cablecast by the AFRCC adhere to the rules of the Minnesota Cable Communications Statute 238 and community standards relative to obscenity and defamation. The Commission expects to maintain a high level of production quality in the programming that it telecasts. In general: A. Image colors on program material shall be accurate and consistent with reference to properly executed camera white balancing during production. B. Video levels on program tapes shall NOT exceed 100 IRE. C. Audio levels on program tapes shall remain between—5 to 0db. Occasional higher Peak Levels are acceptable but shall NOT exceed +3db. D. Audio distortion, also referred to as signal clipping, is not acceptable. Some, or all, of these standards may be waived by the Cable Commission,the Member Cities, or the Cable Coordinator if it is determined that the content or information contained in the program is of sufficient merit or value to the viewers despite having technical deficiencies. The Commission shall determine priorities for the cablecasting of programs in accordance with these guidelines and available resources. Responsibility for planning, budgeting, and operation shall be as designated by the Commission. Funding for the operation of the government access organization will be as appropriated by the member cities. Other support may be provided through services such as grants from other agencies and assistance from the cable television franchise holder, as required by the franchise ordinance. If an individual member city chooses to produce a program that meets the other criteria in the guidelines, that program will be played on the respective government access channel, regardless of the opinions of the other members of the commission concerning the content of the program. Such programs will be scheduled during the available open time slots that are designated as reserved for each member city. If an open slot is not available in those designated time periods, a program will be scheduled in one of the undesignated open time slots on the channel, provided it does not pre-empt another member's program that is already scheduled. The Commission member cities shall determine priorities for the production of additional programs in accordance with these guidelines and available resources. Funding for the production of individual additional programs will be as appropriated by the Member Cities. The Commission, as previously designated by the Member Cities and in accordance with the terms of the Franchise Agreement and applicable Federal and State law, may also impose additional specific program policies, guidelines, and requirements for the PEG access channels by the users. 2 Revised—02/21/2007 ••• •••• ••••• Telephone (952)953-2500 City of Apple , 7100 147th Street W Fax (952)953-2515 Valley Apple Valley, MN 55124-9016 www.cityofapplevalley.org September 24, 2020 Charlie Zelle, Chair Metropolitan Council 390 Robert St. North St. Paul, MN 55101-1805 Dear Mr. Zelle: Recently we were made aware of a letter sent to the Minnesota Valley Transit Authority (MVTA) by the Metropolitan Council terminating five service and public facilities agreements related to the Cedar Avenue Red Line Bus Rapid Transitway. As a major city served by the Red Line BRT, we are disappointed that we were not included in any discussion related to this decision. We are requesting you to reconsider the decision and to directly engage with the City of Apple Valley regarding the safe and effective provision of BRT transit services in our community. As you know, Apple Valley is home to three Red Line BRT stops, including the Apple Valley Transit Station. As a transit opt-out community, we rely on MVTA as our preferred transit provider and we have developed an effective working relationship with them over the years. They have provided quality service to our community for 30 years and it is important that they continue in this role as the operator of the Red Line BRT service. Based on its strategic visioning and operational efficiencies, the MVTA is well positioned to provide transit service to the citizens of Apple Valley in a way that maximizes rider convenience and taxpayer value. In service to our citizens, we look forward to discussing with you this very important community issue. Sincerely, CITY OF APPLE VALLEY Mary Hamann-Roland John Bergman Ruth Grendahl Mayor Councilmember Councilmember Tom Goodwin Clint Hooppaw Councilmember Councilmember Home of the Minnesota Zoological Garden • ITEM: 7. ..... :�. Apple COUNCIL MEETING DATE: September 24, 2020 Valley SECTION: Calendar of Upcoming Events Description: Approve Calendar of Upcoming Events Staff Contact: Department/ Division: Stephanie Marschall, Deputy City Clerk City Clerk's Office ACTION REQUESTED: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the City Council. SUMMARY: Day/Date Time Location Event Wed./Sep. 23 9:00 a.m. Municipal Center Firefighters Relief Association Meeting Thur./Sep. 24 6:00 p.m. Municipal Center EDA Meeting Thur./Sep. 24 7:00 p.m. Municipal Center Regular City Council Meeting Tue./Oct. 6 7:30-9:00 a.m. Dunn Brothers Chamber Coffee Connection Wed./Oct. 7 7:00 p.m. Municipal Center Planning Commission Meeting Thur./Oct. 8 5:30 p.m. Municipal Center Informal City Council Meeting Thur./Oct. 8 7:00 p.m. Municipal Center Regular City Council Meeting Tue./Oct. 20 2:00 p.m. Municipal Center Cemetery Advisory Committee Meeting Wed./Oct. 21 7:00 p.m. Municipal Center Planning Commission Meeting Thur./Oct. 22 4:30-6:30 p.m. CLOVR Life Spa Chamber Business After Hours Thur./Oct. 22 7:00 p.m. Municipal Center Regular City Council Meeting Wed./Oct. 28 9:00 a.m. Municipal Center Firefighters Relief Association Meeting BACKGROUND: Each event is hereby deemed a Special Meeting of the City Council, the purpose being informational or social gathering. Only events marked with an asterisk (*) will any action of the Council take place. BUDGET IM PACT: N/A