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Home My WebLink AboutCC PACKET 10262021HRA meeting immediately after council meeting CITY OF SAINT ANTHONY VILLAGE CITY COUNCIL MEETING AGENDA Tuesday, October 26, 2021 at 7:00PM Join Meeting via Zoom There is also a dial -in option available. Members of the public who wish to attend the meeting may do so in person. Call To Order. Pledge Of Allegiance. Roll Call. Approval Of Agenda. Proclamations And Recognitions. Consent Agenda. Approval Of CC Meeting Minutes CC 10.12.2021.PDF License And Permits LICENSEANDPERMITS .PDF Claims 10 -27 -21.PDF Resolution 21 -077 - A Resolution Accepting Grants And Donations Received RESOLUTION 21 -077 ACCEPTING DONATIONS AND GRANTS 3RD QTR 2021.PDF Public Hearing. Reports From Commission And Staff. Resolution 21 -078 Approving Final Plan Stage PUD, Interstate/Bremer/City Of St. Anthony Steve Grittman, City Planner, presenting STAFF REPORT -INTERSTATE BREMER FINAL PLAN PUD.PDF PRESENTATION -INTERSTATE BREMER FINAL PLAN PUD.PDF DEVELOPER FINAL SUBMITTAL PLANS.PDF RESOLUTION 21 -078.PDF Ordinance 21 -04 Amending The Zoning Ordinance, By Establishing The Kenzie Terrace PUD Overlay District, And Rezoning Of Certain Parcels Steve Grittman, City Planner presenting ORDINANCE 2021 -04.PDF Resolution 21 -079 Approving Summary Publication Of Ordinance 2021 -04 RESOLUTION 21 -079.PDF General Business Of Council. Approving Of Capital Improvement Plan For 2022 -2026 & 2027 -2038 Shelly Rueckert, Finance Director presenting. (Motion Requested) 2022 -2026 & 2027 -2038 CAPITAL IMPROVEMENT PLAN PRESENTATION OF CAPITAL FUNDS 2022 -2038.PDF 3rd Quarter Goals Update Charlie Yunker, City Manager, presenting GOALS CHART 2021.PDF Reports From City Manager And Council Members. Community Forum Individuals may address the City Council about any City business item not included on the regular agenda. Speakers are requested to come to the podium, sign their name and address on the form at the podium, state their name and address for the Clerk ’s record, and limit their remarks to five minutes. Generally, the City Council will not take official action on items discussed at this time, but may typically refer the matter to staff for a future report or direct the matter to be scheduled on an upcoming agenda. Autumn Woods Resident Petition -Noise AUTUMN WOODS RESIDENT PETITION.PDF Information And Announcements. Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjournment If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612 -782 -3313 or email city@savmn.com . People who are deaf or hard of hearing can contact us by using 711 Relay. Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe. I. II. III. IV. V. VI. A. Documents: B. Documents: C. Documents: D. Documents: VII. VIII. A. Documents: B. Documents: C. Documents: IX. A. Documents: B. Documents: X. XI. A. Documents: XII. A. Documents: XIII. HRA meeting immediately after council meetingCITY OF SAINT ANTHONY VILLAGECITY COUNCIL MEETING AGENDATuesday, October 26, 2021 at 7:00PMJoin Meeting via ZoomThere is also a dial -in option available. Members of the public who wish to attend the meeting may do so in person. Call To Order.Pledge Of Allegiance.Roll Call.Approval Of Agenda.Proclamations And Recognitions.Consent Agenda.Approval Of CC Meeting MinutesCC 10.12.2021.PDFLicense And PermitsLICENSEANDPERMITS .PDFClaims10-27 -21.PDFResolution 21 -077 - A Resolution Accepting Grants And Donations Received RESOLUTION 21 -077 ACCEPTING DONATIONS AND GRANTS 3RD QTR 2021.PDF Public Hearing. Reports From Commission And Staff. Resolution 21 -078 Approving Final Plan Stage PUD, Interstate/Bremer/City Of St. Anthony Steve Grittman, City Planner, presenting STAFF REPORT -INTERSTATE BREMER FINAL PLAN PUD.PDF PRESENTATION -INTERSTATE BREMER FINAL PLAN PUD.PDF DEVELOPER FINAL SUBMITTAL PLANS.PDF RESOLUTION 21 -078.PDF Ordinance 21 -04 Amending The Zoning Ordinance, By Establishing The Kenzie Terrace PUD Overlay District, And Rezoning Of Certain Parcels Steve Grittman, City Planner presenting ORDINANCE 2021 -04.PDF Resolution 21 -079 Approving Summary Publication Of Ordinance 2021 -04 RESOLUTION 21 -079.PDF General Business Of Council. Approving Of Capital Improvement Plan For 2022 -2026 & 2027 -2038 Shelly Rueckert, Finance Director presenting. (Motion Requested) 2022 -2026 & 2027 -2038 CAPITAL IMPROVEMENT PLAN PRESENTATION OF CAPITAL FUNDS 2022 -2038.PDF 3rd Quarter Goals Update Charlie Yunker, City Manager, presenting GOALS CHART 2021.PDF Reports From City Manager And Council Members. Community Forum Individuals may address the City Council about any City business item not included on the regular agenda. Speakers are requested to come to the podium, sign their name and address on the form at the podium, state their name and address for the Clerk ’s record, and limit their remarks to five minutes. Generally, the City Council will not take official action on items discussed at this time, but may typically refer the matter to staff for a future report or direct the matter to be scheduled on an upcoming agenda. Autumn Woods Resident Petition -Noise AUTUMN WOODS RESIDENT PETITION.PDF Information And Announcements. Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjournment If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612 -782 -3313 or email city@savmn.com . People who are deaf or hard of hearing can contact us by using 711 Relay. Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe. I.II.III.IV.V.VI.A.Documents:B.Documents:C.Documents:D. Documents: VII. VIII. A. Documents: B. Documents: C. Documents: IX. A. Documents: B. Documents: X. XI. A. Documents: XII. A. Documents: XIII. HRA meeting immediately after council meetingCITY OF SAINT ANTHONY VILLAGECITY COUNCIL MEETING AGENDATuesday, October 26, 2021 at 7:00PMJoin Meeting via ZoomThere is also a dial -in option available. Members of the public who wish to attend the meeting may do so in person. Call To Order.Pledge Of Allegiance.Roll Call.Approval Of Agenda.Proclamations And Recognitions.Consent Agenda.Approval Of CC Meeting MinutesCC 10.12.2021.PDFLicense And PermitsLICENSEANDPERMITS .PDFClaims10-27 -21.PDFResolution 21 -077 - A Resolution Accepting Grants And Donations ReceivedRESOLUTION 21 -077 ACCEPTING DONATIONS AND GRANTS 3RD QTR 2021.PDFPublic Hearing.Reports From Commission And Staff.Resolution 21 -078 Approving Final Plan Stage PUD, Interstate/Bremer/City Of St. AnthonySteve Grittman, City Planner, presentingSTAFF REPORT -INTERSTATE BREMER FINAL PLAN PUD.PDFPRESENTATION-INTERSTATE BREMER FINAL PLAN PUD.PDFDEVELOPER FINAL SUBMITTAL PLANS.PDFRESOLUTION 21 -078.PDFOrdinance 21 -04 Amending The Zoning Ordinance, By Establishing The Kenzie Terrace PUD Overlay District, And Rezoning Of Certain ParcelsSteve Grittman, City Planner presentingORDINANCE 2021 -04.PDFResolution 21 -079 Approving Summary Publication Of Ordinance 2021 -04RESOLUTION 21 -079.PDFGeneral Business Of Council.Approving Of Capital Improvement Plan For 2022 -2026 & 2027 -2038Shelly Rueckert, Finance Director presenting. (Motion Requested)2022 -2026 & 2027 -2038 CAPITAL IMPROVEMENT PLANPRESENTATION OF CAPITAL FUNDS 2022 -2038.PDF3rd Quarter Goals UpdateCharlie Yunker, City Manager, presentingGOALS CHART 2021.PDFReports From City Manager And Council Members. Community Forum Individuals may address the City Council about any City business item not included on the regular agenda. Speakers are requested to come to the podium, sign their name and address on the form at the podium, state their name and address for the Clerk ’s record, and limit their remarks to five minutes. Generally, the City Council will not take official action on items discussed at this time, but may typically refer the matter to staff for a future report or direct the matter to be scheduled on an upcoming agenda. Autumn Woods Resident Petition -Noise AUTUMN WOODS RESIDENT PETITION.PDF Information And Announcements. Future Agenda Items FUTURE AGENDA ITEMS.PDF Adjournment If you would like to request special accommodations or alternative formats, please contact the City Clerk at 612 -782 -3313 or email city@savmn.com . People who are deaf or hard of hearing can contact us by using 711 Relay. Our Mission is to be a progressive and welcoming Village that is walkable, sustainable and safe. I.II.III.IV.V.VI.A.Documents:B.Documents:C.Documents:D.Documents:VII.VIII.A.Documents:B.Documents:C.Documents:IX.A.Documents:B.Documents:X. XI. A. Documents: XII. A. Documents: XIII. 1 2 CITY OF ST. ANTHONY 3 CITY COUNCIL REGULAR MEETING MINUTES 4 OCTOBER 12, 2021 5 6 CALL TO ORDER. 7 8 Mayor Stille called the meeting to order at 7:00 p.m. 9 10 PLEDGE OF ALLEGIANCE. 11 12 Mayor Stille invited the Council and audience to join him in the Pledge of Allegiance. 13 14 ROLL CALL. 15 16 Present: Mayor Stille, Councilmembers Jenson, Randle, Walker and Webster. 17 Absent:None 18 Also Present:City Manager Charlie Yunker and City Engineer Justin Messner 19 20 21 CONSIDERATION, DISCUSSION, AND POSSIBLE ACTION ON ALL OF THE FOLLOWING 22 ITEMS. 23 24 I.APPROVAL OF OCTOBER 12, 2021 CITY COUNCIL MEETING AGENDA. 25 26 Motion by Councilmember Webster, seconded by Councilmember Walker, to approve the City 27 Council Meeting Agenda of October 12, 2021 as presented. 28 Motion carried 5-0. 29 30 II.PROCLAMATIONS AND RECOGNITION – NONE. 31 32 33 III.CONSENT AGENDA. 34 35 A.Approve September 28, 2021, Council meeting minutes. 36 B.Licenses and permits. 37 C.Claims. 38 D.Resolution 21-070 – Certifying Special Assessments for the Delinquent Public Utility 39 Service Accounts to the 2022 Hennepin Co. Tax Rolls. 40 E.Resolution 21-071 – Certifying Special Assessments for Delinquent Public Utility 41 Service Accounts to the 2022 Ramsey Co. Tax Rolls. 42 F.Resolution 21-072 Certifying Special Assessment for Delinquent Waste Hauler Accounts 43 to the 2022 Hennepin Co. Tax Rolls. 44 G.Resolution 21-073 – Certifying Special Assessment for Delinquent Waste Hauler 45 Accounts to the 2022 Ramsey Co. Tax Rolls. 46 47 48 Motion by Councilmember Jenson, seconded by Councilmember Randle, to approve the Consent 49 Agenda items. City Council Regular Meeting Minutes October 12, 2021 Page 2 1 Motion carried 5-0. 2 3 IV.PUBLIC HEARING – NONE. 4 5 V.REPORTS FROM COMMISSION AND STAFF – NONE. 6 7 VI.GENERAL BUSINESS OF COUNCIL. 8 A.9 Resolution 21-074 – Recognizing the Second Monday of October as Indigenous Peoples 10 Day 11 12 Mr. Yunker reviewed at its regular meeting on July 14, 2020 the City Council made changes to 13 the City holiday calendar to discontinue recognizing Good Friday and Columbus Day as City 14 holidays, and to recognize Juneteeth as a City holiday. The remaining holiday is provided to staff 15 as a floating paid holiday. 16 17 The City Council has wishes to begin recognizing Indigenous Peoples Day as an official City 18 holiday. Beginning in 2022, in place of the floating holiday, staff will be provided a paid holiday 19 on the second Monday in October and City Hall will be closed in recognition of Indigenous 20 Peoples Day. These dates have been discussed with the Unions and will be included in the Union 21 Contracts. 22 23 Motion by Councilmember Randle, seconded by Councilmember Webster, to approve 24 Resolution 21-074 – Recognizing the Second Monday of October as Indigenous Peoples Day. 25 26 Motion carried 5-0. 27 B.28 Resolution 21-075 – Restricting Parking on Rankin Road for the 2022 Street and Utility 29 Improvements 30 31 City Engineer Justin Messner reviewed this resolution approves restricting parking along 32 portions of Rankin Road. Parking will be restricted on the west side from 33rd Avenue NE to 31st 33 Avenue NE. Prior to this project parking has been prohibited on the west side of Rankin Road 34 from 33rd Avenue to just south of 32nd Avenue. To satisfy MnDOT State Aid requirements a 35 formal resolution prohibiting parking must be recorded. 36 37 Councilmember Randle asked if the residents will get plenty of advanced notice on this and Mr. 38 Messner stated there will be public meetings to review and residents will be informed. 39 40 Councilmember Jenson asked why there is no parking on the west side of the street and Mr. 41 Messner stated the parking was a nuisance from people parking on neighboring streets for the 42 school. 43 44 Mayor Stille asked if this doesn’t work in 2-3 years from now, changes can be made and Mr. 45 Messner stated it could be changed although the City would need to adhere to MnDOT State Aid 46 requirements. A different street within the City could be identified as a State Aid Road. City Council Regular Meeting Minutes October 12, 2021 Page 3 1 2 Motion by Councilmember Webster, seconded by Councilmember Jenson, to approve Resolution 3 21-075 – Restricting Parking on Rankin Road for the 2022 Street and Utility Improvements. 4 5 Motion carried 5-0. 6 C.7 Resolution 21-076 – Accepting Plans and Specifications and Ordering Advertisement for 8 Bids for the Water Tower No. 1 Rehabilitation. 9 10 City Engineer Justin Messner reviewed this resolution approves the plans and specifications and 11 authorizes the advertisement for bids for the Water Tower No. 1 Rehabilitation Project. Staff 12 anticipates opening bids on or near November 11, 2021. Bids will be reviewed for accuracy and 13 brought back to City Council to award the project. 14 15 Mr. Messner stated repainting of the water tower will be necessary and the plan is to ask the 16 residents which of four different renderings should be used for the water tower. 17 18 Councilmember Walker asked who will design the four renderings and Mr. Messner stated the 19 rendering group at WSB will prepare the renderings. There is no additional cost of repainting 20 with a new design. 21 22 Motion by Councilmember Jenson, seconded by Councilmember Walker, to approve Resolution 23 21-076 – Accepting Plans and Specifications and Ordering Advertisement for Bids for the Water 24 Tower No. 1 Rehabilitation. 25 26 Motion carried 5-0. 27 28 VII.REPORTS FROM CITY MANAGER AND COUNCIL MEMBERS. 29 30 City Manager Yunker had no report. 31 32 Councilmember Walker stated he attended the Citizen Police Academy last Saturday. It was 33 different from the previous one that was held during COVID. 34 35 Councilmember Jenson stated he attended the Candidates Forum sponsored by the League of 36 Women Voters on October 7, 2021. On October 8, he attended the Ramsey County Local 37 League Meeting. 38 39 Councilmember Randle stated last Friday was homecoming at the High School. He had not seen 40 the community so jubilant and the stadium was packed. 41 42 Councilmember Webster stated she attended the Candidates Forum on October 7, 2021. 43 44 Mayor Stille asked how Tech Dump was this year. City Manager Yunker stated everything went 45 well. 46 City Council Regular Meeting Minutes October 12, 2021 Page 4 1 2 VIII.COMMUNITY FORUM – NONE. 3 4 No one appeared or called in for the community forum. 5 6 IX.INFORMATION AND ANNOUNCEMENTS. 7 8 The NineNorth Programming, Website and Social Media report was provided to City Council for 9 September 2021. 10 11 Coffee with the Council will be held October 16 with Councilmember Jenson and Mayor Stille 12 being present. It will be held outside the building if possible otherwise in the Council Chambers. 13 14 X. ADJOURNMENT. 15 16 Mayor Stille adjourned the meeting at 7:30 p.m. 17 18 19 Respectfully submitted, 20 Debbie Wolfe 21 TimeSaver Off Site Secretarial, Inc. 22 23 Mayor 24 ATTEST: 25 City Clerk 26 Saint Anthony Village DATE: October 26, 2021 Approved: TO: Mayor and Councilmembers FROM: License Clerk ITEM: License and Permits for Approval: General Contractors Licenses: Leroy Signs, Brooklyn Park, MN Mechanical Licenses: Action Heating & Air, Spring Lake Park, MN Air America Heating & Cooling, Cedar, MN Comfort Solutions Heating & Cooling, Osseo, MN Four Front Energy Solutions, St Louis Park, MN Hero Home Services, Bloomington, MN Liberty Comfort Systems, Anoka, MN Northland Mechanical Contractors, New Hope, MN Professional Mechanical Services, Big Lake, MN Residential Heating & Air, Eden Prairie, MN Right Way Plumbing, Chaska, MN Commercial Rental License: Applicant:Lang Nelson Associates Location:2600 Kenzie Ter Residential Rental Licenses: Applicant:MN Holding Location:2700 - 2702 37th Ave NE Applicant:Curtis Lindgren Location:4006 Foss Rd #101 NE City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 1 Check Issue Dates: 10/15/2021 - 10/27/2021 Oct 19, 2021 02:17PM Vendor Number Payee Check Number Check Issue Date Amount 10710 ICMA RETIREMENT TRUST 45246 10/15/2021 1,670.00 11813 NCPERS GROUP LIFE INSURANCE 45247 10/15/2021 32.00 12077 SUN LIFE FINANCIAL 45248 10/15/2021 846.10 12760 10322006 SSI MN TRANCHE 1 (FD)45249 10/27/2021 966.78 1118 56 BREWING 45250 10/27/2021 722.00 10039 AIRGAS USA LLC 45251 10/27/2021 71.66 1122 AM CRAFTS SPIRITS 45252 10/27/2021 96.71 12359 AMERICAN PUBLIC WORKS ASSN 45253 10/27/2021 268.75 1100 ARTISIAN BEER COMPANY 45254 10/27/2021 6,200.80 10114 ASPEN EQUIPMENT CO 45255 10/27/2021 654.30 10152 BAYCOM INC 45256 10/27/2021 2,628.00 1013 BELLBOY CORPORATION 45257 10/27/2021 3,122.60 1014 BELLBOY CORPORATION 45258 10/27/2021 197.45 10172 BIFFS, INC.45259 10/27/2021 402.00 2009 BLACK STACK BREWING 45260 10/27/2021 1,100.00 10185 BOUND TREE MEDICAL LLC 45261 10/27/2021 156.40 8544 BOURGET IMPORTS 45262 10/27/2021 129.75 1018 BREAKTHRU BEVERAGE MN BEER 45263 10/27/2021 24,212.32 1011 BREAKTHRU BEVERAGE MN WINE & SPIRITS 45264 10/27/2021 10,229.35 1009 BREAKTHRU BEVERAGE MN WINE & SPIRITS 45265 10/27/2021 1,405.41 1017 CAPITOL BEVERAGE SALES 45266 10/27/2021 15,176.58 10252 CENTERPOINT ENERGY 45267 10/27/2021 1,707.36 13109 CENTRAL MCGOWAN 45268 10/27/2021 5,586.96 10263 CENTURYLINK 45269 10/27/2021 135.85 12596 CINTAS 45270 10/27/2021 357.04 12150 CITY OF NEW BRIGHTON 45271 10/27/2021 95,289.24 1010 CLEAR RIVER BEVERAGE COMPANY 45272 10/27/2021 354.00 12561 CORE & MAIN LP 45273 10/27/2021 260.00 12967 COURT SURFACE & REPAIR INC 45274 10/27/2021 1,450.00 1042 CRYSTAL SPRINGS ICE 45275 10/27/2021 448.58 12821 CUSHMAN MOTOR CO INC 45276 10/27/2021 110.46 1063 DOMACE VINO 45277 10/27/2021 158.50 10461 EHLERS & ASSOCIATES, INC.45278 10/27/2021 4,340.00 2036 FALLING KNIFE BREWING CO 45279 10/27/2021 960.00 10508 FERGUSON WATERWORKS 45280 10/27/2021 23.71 10526 FLEETPRIDE 45281 10/27/2021 16.51 10617 HARBOR FREIGHT TOOLS 45282 10/27/2021 80.93 10642 HENNEPIN COUNTY TREASURER 45283 10/27/2021 1,747.71 1019 HOHENSTEIN'S, INC 45284 10/27/2021 5,334.02 2013 INBOUND BREWCO 45285 10/27/2021 938.00 1027 INDEED BREWING COMPANY 45286 10/27/2021 360.00 10733 INSTRUMENTAL RESEARCH, INC.45287 10/27/2021 100.00 1016 JJ TAYLOR DISTRIBUTING 45288 10/27/2021 9,858.12 1102 JOHNSON BROTHERS 45289 10/27/2021 11,935.45 1004 JOHNSON BROTHERS LIQUOR COMPANY.45290 10/27/2021 4,510.62 1005 JOHNSON BROTHERS LIQUOR COMPANY.45291 10/27/2021 7,541.23 1006 JOHNSON BROTHERS LIQUOR COMPANY.45292 10/27/2021 8,701.48 1044 JOHNSON BROTHERS LIQUOR COMPANY.45293 10/27/2021 21,745.03 12615 JOHNSON CONTROLS FIRE PROTECTION LP 45294 10/27/2021 578.40 10797 KONICA MINOLTA BUSINESS 45295 10/27/2021 244.75 12894 LEAST SERVICE/COUNSELING LLC 45296 10/27/2021 150.00 10857 LMCIT % BERKLEY ADMINISTRATORS 45297 10/27/2021 457.86 2010 LUPULIN BREWING 45298 10/27/2021 1,320.00 City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 2 Check Issue Dates: 10/15/2021 - 10/27/2021 Oct 19, 2021 02:17PM Vendor Number Payee Check Number Check Issue Date Amount 1125 MAVERICK (NEGOCE)45299 10/27/2021 1,389.96 10931 METROPOLITAN COUNCIL - WASTEWATER 45300 10/27/2021 59,953.07 10937 MIDC ENTERPRISES 45301 10/27/2021 219.51 10939 MIDWAY FORD 45302 10/27/2021 561.44 10963 MINNEAPOLIS SAW COMPANY INC 45303 10/27/2021 48.98 12940 MINNEHAHA BLDG MAINTENANCE 45304 10/27/2021 76.95 10985 MINNESOTA FIRE SERVICE 45305 10/27/2021 840.00 2006 MODIST BREWING COMPANY 45306 10/27/2021 573.75 11061 MORRELL ENTERPRISES LP 45307 10/27/2021 1,147.50 11079 MUNICIPAL EMERGENCY SERVICES 45308 10/27/2021 1,072.50 1051 NEW FRANCE WINE COMPANY 45309 10/27/2021 972.00 13060 NINENORTH 45310 10/27/2021 1,047.75 11151 NORTHWEST ASPHALT, INC.45311 10/27/2021 29,116.24 12778 NORTHWEST ASSOCIATED CONSULTANTS INC 45312 10/27/2021 5,670.40 11163 OFFICE DEPOT 45313 10/27/2021 536.61 12779 OPTION ONE MECHANICAL LLC 45314 10/27/2021 614.00 1067 ORIGIN WINE & SPIRITS 45315 10/27/2021 163.21 11185 PACE ANALYTICAL SERVICES, INC.45316 10/27/2021 419.00 1012 PAUSTIS & SONS 45317 10/27/2021 3,001.50 1001 PHILLIPS WINE & SPIRITS 45318 10/27/2021 10,125.29 1002 PHILLIPS WINE & SPIRITS 45319 10/27/2021 6,886.02 2019 PRYES BREWING COMPANY 45320 10/27/2021 408.33 1062 RED BULL DISTRIBUTION COMPANY 45321 10/27/2021 385.50 11344 ROSENBAUER MINNESOTA LLC 45322 10/27/2021 293.90 1065 SAINT CROIX 45323 10/27/2021 120.00 2018 SMALL LOT WINES 45324 10/27/2021 2,352.45 1024 SOUTHERN GLAZER'S OF MN 45325 10/27/2021 5,357.18 1008 SOUTHERN GLAZER'S OF MN 45326 10/27/2021 1,475.76 1026 SOUTHERN GLAZER'S OF MN 45327 10/27/2021 10,702.45 1036 SOUTHERN GLAZER'S OF MN 45328 10/27/2021 629.12 11531 T A SCHIFSKY & SONS 45329 10/27/2021 70.89 12956 TECH ACUMEN 45330 10/27/2021 93.75 11566 TIMESAVER OFF SITE SECRETARIAL 45331 10/27/2021 558.20 12098 TOWLE, MIKE 45332 10/27/2021 173.97 11586 TRACY PRINTING 45333 10/27/2021 88.00 1098 TRADITION WINE & SPIRITS 45334 10/27/2021 491.00 11595 TRI STATE BOBCAT, INC.45335 10/27/2021 137.50 11819 TRUE NORTH ELECTRIC 45336 10/27/2021 3,712.55 11612 TWIN CITY JANITOR SUPPLY 45337 10/27/2021 246.56 11626 U.S. BANK (PURCHASING CARD)45338 10/27/2021 5,749.90 11637 UNITED ELECTRIC COMPANY 45339 10/27/2021 74.52 11848 UNITED RENTALS 45340 10/27/2021 223.45 12619 USP TECHNOLOGIES 45341 10/27/2021 15,947.50 12776 USS MINNESOTA ONE MT LLC (CH)45342 10/27/2021 5,946.46 11674 VERIZON WIRELESS 45343 10/27/2021 119.40 13063 VIKING AUTOMATIC 45344 10/27/2021 2,300.00 11681 VIKING ELECTRIC SUPPLY INC 45345 10/27/2021 251.40 1025 VINOCOPIA 45346 10/27/2021 13,201.08 11693 W. W. GOETSCH ASSOCIATES, INC.45347 10/27/2021 870.00 11933 WIMACTEL INC 45348 10/27/2021 50.00 1034 WINE COMPANY/THE 45349 10/27/2021 1,276.70 1038 WINE MERCHANTS INC 45350 10/27/2021 5,568.23 1032 WINEBOW 45351 10/27/2021 1,580.00 City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 3 Check Issue Dates: 10/15/2021 - 10/27/2021 Oct 19, 2021 02:17PM Vendor Number Payee Check Number Check Issue Date Amount 11704 WM CORPORATE SERVICES INC 45352 10/27/2021 913.43 2022 WOODEN HILLS BREWERING 45353 10/27/2021 525.60 11750 ZEE MEDICAL SERVICE 45354 10/27/2021 116.60 Grand Totals: 463,537.83 CITY OF ST. ANTHONY VILLAGE STATE OF MINNESOTA RESOLUTION 21-077 A RESOLUTION ACCEPTING GRANTS AND DONATIONS RECEIVED WHEREAS,the City of St. Anthony is required to accept all grants and donations by resolution; and WHEREAS, the City of St. Anthony has received the following grants and donations in the 3rd Quarter of 2021: TZD 2nd Qtr City of St. Paul $ 5,288.69 Federal Vest Grant $ 4,224.54 MN Vest Grant $ 1,287.76 State Fire Training Grants $28,242.85 Hennepin County Tree Grant ___ $ 1,250.00 Total $40,293.84 NOW, THEREFORE BE IT RESOLVED that the City Council of the City of St. Anthony Village hereby accepts the grants and donations as received in the 3rd Quarter of 2021. Adopted this 26th day of October, 2021. _________________________________________ Randy Stille, Mayor ATTEST:___________________________ City Clerk Review for Administration: _______________________________________ Charlie Yunker, City Manager MEMORANDUM To:Mayor Stille and St. Anthony Village City Council Charlie Yunker, City Manager From:Stephen Grittman, City Planner Date:City Council Meeting – October 26, 2021 NAC Project No.323.01 – 21.07 Request:Request for a Final Plan Planned Unit Development for a new Bank building, 76-unit multi-family housing, and land transfer Property Address:2401 Lowry Avenue NE; 2654 Kenzie Terrance; 2534 Kenzie Terrace Property PID:0702923230002; 0702923240020, 0702923240021; 0702923230015 PROJECT DESCRIPTION The Applicants are Interstate Development, with Bremer Bank, and co-applicant City of St. Anthony Village. The project involves applying a PUD zoning district over the 3 subject parcels, two of which are owned by Bremer Bank, and one of which is owned by the City. Interstate proposes to construct a new bank facility for Bremer on the City’s “old bowling alley” site. Once that construction is completed, Bremer would relocate from its existing building to the new site. At that point, Interstate would undertake demolition of the old Bremer building and construct a new 76-unit multi-family structure on the property. As a part of the three-way transaction, the City would take control of the small triangle at 2534 Kenzie, currently vacant. Final action on the land transfers would occur as a condition of Final PUD approval. The City has discussed, in concept, ideas relating to City entrance monumentation on that site. Future development opportunities are not clear. The project received Preliminary Plan PUD approval at the City Council meeting on September 14 of this year. A series of conditions were included in the Council’s Preliminary Plan approval, and are reviewed as a part of the Final Plan PUD submission. STAFF RECOMMENDATION Staff has reviewed the project for land use compliance with the intent and policies of the City’s Comprehensive Plan, and for zoning consistency with the C, Commercial and R-4, Multiple Family Residential Districts as baselines. In summary, the Comprehensive Plan promotes use of the subject properties that reflect the proposed uses of commercial and high density multiple family residential uses of up to 40 units per acre. October 26, 2021 Page 2 Staff believes that the flexibility requested under the PUD is appropriate, given the objectives of the Comprehensive Plan and the related improvements and amenities proposed as part of the project. Staff is recommending approval of the Final Plan stage of the PUD for Bremer Bank at 2654 Kenzie Terrace and Interstate Development at 2410 Lowry Avenue NE, incorporating the transfer of 2534 Kenzie Terrace to the City. The standard of review for Final Plan PUD is whether the applicant has satisfied the conditions attached to the Preliminary Plan PUD approval. Staff comment is provided for each of the conditions, which are separated by the applicable site, and some of which are listed with both project sites as they apply generally to the PUD. GENERAL INFORMATION Applicant:Interstate Development, Bremer Bank Owner:Bremer Bank, City of St. Anthony Village Location:2401 Lowry Avenue NE, 2654 and 2534 Kenzie Terrace; Existing Land Uses Commercial (Existing Bank) Vacant (Former Bowling Alley Site) Vacant (Bremer-owned “triangle” property) Zoning:C, Commercial Deadline for Agency Application Complete Date: October 5 , 2021 Action:60 Days: December 4, 2021 Letter Sent:NA 120 Days:February 2, 2022 1.Background Project Description. The applicants are seeking a 3-parcel PUD proposal that would include two parcels owned by Bremer Bank (the existing bank site and a vacant remnant parcel across Kenzie Terrace from the bank), and the City’s parcel, usually known as the “old bowling alley” site. Interstate proposes a 76-unit multiple-family residential facility on the main Bremer Bank property, a relocation of the Bremer Bank facility to the City parcel, and a grant to the City of the remnant Bremer property for use as (in part) an entrance element for the community. The project is proposed to be developed in two phases. First phase would consist of construction of the new bank facility at 2654 Kenzie. The second phase would then be construction of the apartment project at 2401 Lowry, once Bremer has relocated to the new building. October 26, 2021 Page 3 2.Analysis Planned Unit Development Purpose. The applicant wishes to establish a PUD, Planned Unit Development zoning district to accommodate the proposed apartment project. For PUD applications, it is important that the purpose of planned unit development be considered and that a determination is made that this purpose will be fulfilled. Generally speaking, planned unit development is intended to allow a mixture of uses and/or flexibility from the strict terms of the Zoning Ordinance in return for higher site and building design standards than what would otherwise be allowed or required. Section 152.202 of the Zoning Ordinance specifically states that planned unit development may allow the following: (A)Variety. Within a comprehensive site design concept, a mixture of land uses, housing types and densities; (B) Sensitivity. Through the departure from the strict application of required setbacks, yard areas, lot sizes, minimum house sizes, minimum requirements, and other performance standards associated with traditional zoning, a PUD can maximize the development potential of land while remaining sensitive to its unique and valuable natural characteristics; (C) Efficiency. The consolidation of areas for recreation and reductions in street lengths and other utility-related expenses; October 26, 2021 Page 4 (D) Density transfer. The project density may be clustered, basing density on a number of units per acre in place of specific lot dimensions; and (E) District integration. The combination of uses which are allowed in separate zoning districts such as: 1.Mixed residential uses to allow both densities and unit types to be varied within the project; 2.Mixed residential uses with increased density based upon the greater sensitivity of PUD projects to regulation; and 3.Mixed land uses with the integration of compatible land uses within the project. Processing. To accommodate the requested PUD amendment, a two-stage review process is required. The initial application approved in September was the Preliminary PUD Plan stage. Preliminary Plan approval is similar to a rezoning in that it establishes that the proposed use is appropriate for the subject site. Also, as part of Preliminary Plan review, various conditions of approval are typically imposed. The Preliminary Plan was reviewed by the Planning Commission at a public hearing, review and then approved by the City Council. The second stage, currently before the Council, is the Final PUD Plan which serves to implement the various conditions of Preliminary Plan approval and ensure that such conditions have been satisfied. The Final Plan is reviewed by the City Council for adoption as an ordinance. No public hearing is required for Final Plan. Comprehensive Plan. The Metropolitan Council has classified St. Anthony Village as an “urban community.” “Urban communities” are expected to plan for forecasted population and household growth at average densities of at least 10 units per acre for new development and redevelopment. In addition, “urban communities” are expected to target opportunities for intensive development near regional transit investments. The City’s 2040 Comprehensive Plan identifies the subject properties as important redevelopment opportunities. Recognizing that the City is expected to accommodate an increase in population and that little to no vacant land presently exists, redevelopment of previously developed sites is considered the primary means of achieving the City’s residential density objectives. The proposed redevelopment project is considered consistent with the City’s 2040 Comprehensive Plan. Interstate’s goal is to create workforce attainable housing without the utilization of TIF, grants, tax credits or subsidy from government and nongovernment agencies. Interstate is currently targeting rents ranging from $1,300 / month for a 1-bedroom unit and $2,350 for a 3-bedroom unit. October 26, 2021 Page 5 Preliminary Plan Review Summary Proposed Bank Facility – 2654 Kenzie Terrace The new bank building would be just over 6,000 square feet. The conditions of Preliminary Plan approval for the Bank site are as follows: 1.The applicant participates in a subdivision of the portion of 2654 Kenzie that encroaches into the alley and the City retains ownership of that remnant. Staff comment: That subdivision would be incorporated into the Final Plan approval conditions, which include the land transfer from City HRA to developer. 2.Access-related issues shall be subject to comment and recommendation by the City Engineer, as well as Hennepin County. Staff comment: Hennepin County has indicated via email that the proposed driveway location is appropriate. Final permitting will require County approval. 3.The proposed bank site plan is modified to increase drive-through lane stacking space. Staff comment: The applicants had revised the Preliminary Plan submissions, on which this application is based, to demonstrate stacking area suitable for the needs and purpose of the site’s circulation. 4.The applicants modify the landscaping plan for the bank location to retain a portion of the existing evergreen plantings. Staff comment: The final landscape plan shows replacement of the existing vegetation with new landscaping, including 3 Black Hills Spruce in the northeasterly corner of the site. The existing vegetation interferes with site plan development and grading, although the applicant proposes to relocate the healthy specimens to the south side of the site adjacent to the alley. Staff believes the final landscape plan is consistent with the intent and requirements of the City’s zoning regulations. 5.The proposed monument sign on the bank site is placed and designed to meet city ordinances for size and setback. If an electronic display is desired, the applicants will need to apply for a separate Conditional Use Permit under the applicable code. Staff comment: The final signage plans will be subject to permitting review at the time of construction. No electronic signage is proposed, and wall signage is well below the allowable threshold for the site. 6.The lighting plan for the proposed bank site is modified to show a zero footcandle light intensity at the boundary with the senior residential property to the west. Staff comment: The plans have been modified from the original to show between zero and 0.2 footcandles at the westerly boundary. Staff would continue to advocate for zero footcandles along this residential edge. 7.Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. Staff comment: The City Engineer will review final construction plans for compliance and adequacy. 8.The applicant enters into a PUD agreement with the City and post all the necessary securities required by it. October 26, 2021 Page 6 Staff comment: This requirement will remain an aspect of the final land transfers and recorded concurrently with the final conditions. 9.The applicant executes the required land transfers suitable to the City Council. Staff comment: This will occur as a part of final signatures and recording. 10.Consideration of comments of other City Staff. Multi Family Apartment Building – 2401 Lowry Ave NE The building is proposed to be a four-story facility. The first level would be a parking level at grade and the upper three floors a mix of one bedroom (30), one bedroom/alcove (17), two bedroom (26), and three bedroom (3) units. The conditions of Preliminary Plan approval for the Apartment site are as follows: 1.Access-related issues shall be subject to comment and recommendation by the City Engineer, as well as Hennepin County and Minneapolis Park Board. Staff comment: Hennepin County has indicated via email that the proposed driveway location is appropriate. The County also required a potential connection to the property to the east, upon a future realignment of access points along Kenzie Terrace. The applicant has provided a plan with that option, although any requirement for construction is a future consideration only. Final permitting will require County approval. 2.The applicant adds foundation plantings along the Stinson and Kenzie frontages of the residential building. Staff comment: The Final PUD landscape plans include this condition, and respond to other Preliminary Plan PUD comments. 3.The City finds that the proposed parking supply is adequate to serve the residential facility. Staff comment: The City Council approved the parking arrangements proposed by the developer as an aspect of the Preliminary Plan PUD approval. 4.Final PUD Plans demonstrate compliance with ADA parking supply requirements (for disabled persons). Staff comment: The applicant has provided adequate accessible parking, per state requirements. 5.As part of the Final PUD Plan submission, a final signage plan be submitted for review which demonstrates compliance with City requirements. Staff comment: Signage will require final permitting prior to construction. No flexibility from zoning standards is being requested. 6.Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. Staff comment: The City Engineer will review final construction plans for compliance and adequacy. 7.The applicant enters into a PUD agreement with the City and post all the necessary securities required by it. Staff comment: This requirement will remain an aspect of the final land transfers and recorded concurrently with the final conditions. October 26, 2021 Page 7 8.The applicant executes the required land transfers suitable to the City Council. Staff comment: This will occur as a part of final signatures and recording. 9.Consideration of comments of other City Staff. 3.Criteria for and Consistency with Criteria for PUD Approval. Title XV Land Usage, Chapter 152 Zoning Code, Section §152.209. SUMMARY AND STAFF RECOMMENDATION Final Plan PUD – Staff recommends approval with the following conditions: 1.Final Staff reviews for Engineering, Public Safety, Public Works, and Building Departments. 2.Final Approvals from Hennepin County as required. 3.Subdivision, Easement Dedications/Vacations, and Land Transfers as required. 4.Execution of Final PUD Agreement and other agreements as necessary. This recommendation is based on a finding that the proposal, with final review of construction plans by appropriate staff, will comply with the conditions cited in the Preliminary Plan PUD approval, and is consistent with the long-term objectives of the recommendations and policies of the St. Anthony Comprehensive Plan. ATTACHMENTS Exhibit A:Location map Exhibit B:Application and Supporting Material Exhibit C: Resolution CITY COUNCIL OCTOBER 26, 2021 2401 Lowry Avenue NE, 2654 Kenzie Terrace, 2534 Kenzie Terrace Interstate Development/Bremer Bank/City of St. Anthony Village – Final Plan PUD FINAL PLAN PUD -ZONING FINAL PLAN PUD –PUD CONSIDERATIONS Scattered site PUD to total 3 acres, per code Bank site encroachment toward alley violates 25’ setback Recently revised side setbacks require 25’ north setback on residential (15’ proposed, consistent with original zoning) Residential parking at less than 2 spaces per unit (meets new R-4) Lot coverage/impervious surface for residential (R-4 code limits this to 50%); applicant’s proposal is approximately 65.9%. (existing is 82.2%) FINAL PLAN PUD –SITE PLANS Final Plan PUD Submission Final Plan PUD Landscape Plan FINAL PLAN PUD -BANK BUILDING ELEVATIONS FINAL PLAN PUD –BANK BUILDING 3D View from Kenzie Terrace View from Alley FINAL PLAN PUD –LANDSCAPING AND BUILDING 3D FINAL PLAN PUD –BUILDING ELEVATIONS West Elevation (Stinson Parkway) South Elevation (Kenzie Terrace) FINAL PLAN PUD –RECOMMENDED CONDITIONS Final Staff reviews for Engineering, Public Safety, Public Works, and Building Departments. Final Approvals from Hennepin County as required. Subdivision, Easement Dedications/Vacations, and Land Transfers as required. Execution of Final PUD Agreement and other agreements as necessary. FINAL PLAN PUD -PROCESS Preliminary Review with Community Development Committee (staff) Concept Plan Review by Joint City Council and Planning Commission Preliminary Plan PUD Application – Public Hearing at Planning Commission; Consideration by City Council Final Plan PUD –City Council Property Transfer Consideration –HRA/City Council From: Victoria Perbix <VPerbix@interstatedevelopment.com> Sent: Wednesday, September 1, 2021 3:25 PM To: Stephen Grittman <sgrittman@nacplanning.com> Cc: Nicole Miller <nicole.miller@savmn.com>; Charlie Yunker <charlie.yunker@savmn.com>; Justin Messner <jmessner@wsbeng.com>; Lonnie Provencher <LP@interstatedevelopment.com>; Mike Holst <MHolst@interstatedevelopment.com> Subject: RE: St. Anthony - Bremer PUD Hi Stephen, Hope all is well. In response to the Planning Commission feedback, please note the below revised and additional materials for the Sept City Council Meeting. I also made notes in-line with your message below to ensure our acknowledgement of each item. I made a note that Mr. Morita would be presenting at the City Council meeting; I am available for any questions that may arise between now and then. Thank you, Stephen. – Victoria SAV Bremer and Apts Revised Submittal Materials – anyone with this link can access and download the materials Proposed Bremer Bank: •Updated Civil plans that address PUD Conditions 3 (d/thru stacking), 4 (retention of evergreens), 6 (lighting plan) and 16 (dumpster location). We can certainly discuss the location of the trash enclosure, but are showing it in our preferred location. •Stormwater Narrative (provided in Dropbox link). •Sustainability Measures Call-out: o Increased native and pollinator friendly plantings – please note Landscape Plan provides a key of native/pollinator information for easy reference o Retention of existing evergreens – subject to viability of the evergreens and the success of the transfer o Addition of bike rack o Tenant specifications are to-be-determined, but potential building measures include LED lights, motion sensors, low flow/dual flush toilets Proposed Kenzie Apartments: •Updated Civil and Architectural plans that address PUD conditions 2 (future driveway) and 7 (increased plantings) o Please note regarding Condition 8 - we can agree to maintain the current proposed parking supply/ratio as discussed at the commission meeting. We do plan to charge a fee for our covered parking stalls, but surface parking will be free to residents. o As it relates to the corner plaza – We identified an opportunity to provide a raingarden on the south side of the building – in order to accommodate, we are showing a modified corner. The Dropbox link contains a photo for a general idea of how the corner can integrate into the public space and provide seating. The Landscape details will be finessed. 1 • Stormwater Narrative, as follows: o The stormwater system for this site will include two filtration-type Best Management Practices (BMPs). Discharge of clean stormwater from both practices will be conveyed to the city storm sewer. One of the BMPs will be an underground filtration basin and will receive stormwater runoff from the parking lot. A sand filter below the perforated, corrugated metal pipe tanks will filter runoff to remove 60% Total Phosphorus and 90% Total Suspended Solids content of the raw stormwater. A second, aboveground basin at the south end of the site will receive stormwater runoff from the building roof. This BMP will incorporate native wet prairie type plantings in an amended soil medium, capable of removing the same pollutants as the underground basin. In-situ soils preclude stormwater infiltration practices. However, the proposed BMPs treat stormwater to a much greater extent than the existing conditions. Further, the aboveground BMP provides an attractive amenity to building residents and passerby alike. • Sustainability Measures Call-out: o Prioritized native and pollinator friendly plantings – please note Landscape Plan provides a key of native/pollinator information for easy reference  Addition of plantings that provide habitat for bees, moths and butterflies.  Selection of no-mow fescue for ground cover –drought tolerant and reducing the need for irrigation and chemical treatments  Balancing a beautiful natural aesthetic to be environmentally friendly at this centerpiece community intersection o Raingarden to collect stormwater runoff from the building  We plan to adjust plantings at the raingarden to integrate it with the building o Corner plaza to provide public/private connection to regional transit o Modular building construction – inherently less waste and more efficient o Solar-ready roof o EV-Charging station-ready o Indoor and outdoor bike parking, with fix-it station o Motion sensors for common area lighting o LED lights o Low flow/dual flush toilets o High efficiency water heater o Energy Star appliances Victoria Perbix Interstate Development 952-658-6460 – Office Direct 612-964-3503 – Mobile vperbix@interstatedevelopment.com 2 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, Minnesota !"##!#$%&’()*+ ,’-*(+.-+/’.01-22023A1FLOOR PLAN-LEVEL 13 A4011A4013A4012A401466 SFSTORAGE73 SFRESTROOM73 SFRESTROOM176 SFMECH/SPRINKLER/ELECT156 SFMAIL/WORKRM50 SFDATA/IT55 SFSTORAGE114 SFNIGHTDROP247 SFCONFERENCERM69 SFRESTROOM69 SFRESTROOM69 SFSTORAGE69 SFMOTHER'SRM316 SFBREAKRM222 SFDRIVETHRUVESTIBULEBAR/COFFEE125 SFBRANCHMANGER125 SFASSOCIATEMANGER125 SFFINANCIALADVISOR350 SFCONFERENCERM100 SFSMALLOFFICE100 SFSMALLOFFICE60 SFOPENW.S.60 SFOPENW.S.60 SFOPENW.S.123 SFSMALLOFFICE124 SFSMALLOFFICEPLAZA20' - 9 1/2"15' - 11"17' - 8"27' - 6"26' - 1"48' - 5 1/2"7' - 3 1/2"2' - 4 1/2"87' - 3 1/2"20' - 8 1/2"55' - 9"ENTRANCEEXITN55' - 3"13' - 3"22' - 9 1/2"19' - 3"108' - 0"12' - 0"3' - 0"12' - 0"4' - 0"12' - 0"Project ForSheet Issues / RevisionsCertificationProject No.Drawn ByChecked ByDateNOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice.© Copyright RSP Architects 2021. All rights reserved.ConsultantsI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I ama duly Licensed Architect under the laws of the state of Minnesota.Date SignedLicense NumberNameNOT FORCONSTRUCTION1220 Marshall Street NEMinneapolisMinnesota 55413-1036612.677.7100612.677.7499 faxwww.rsparch.comRSP Architects7/13/2021 4:08:34 PMP:\Retail\Bremer Bank\Saint Anthony, MN\Revit\00_Models\A20_Bremer.rvtFIRST FLOOR PLANBREMER BANK305800300MAJKM07.20.2021Bremer BankSaint Anthony, MNA1011/8" = 1'-0"1FIRST FLOOR PLANNo. Date Description(TOTAL - 5825 SFT)4 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, Minnesota>H3I 6H3I$AAF>H0I6.H0I(/H0/F.I(/H0/F.I6.H0I ..2H>I /=3H3I/..H3I/2(H>I >56E//606E/A/.366E//(365E//3606E/A/2605E/A/6=6=E.A/>=(3E.A/==(3E.A.05>5E/A./605E/A..605E/A/0366EE.2605E/A.==6=E.A(05>5E/A(/=(3E.A(.=6=E.A((=6=E.A(3605E/A(2605E/A(5366E/(6/.>0E(A3/366E/3.366E/3(=/3E.A36605E/A..6.H0I/2(H>I /.(H0/F.I6.H0I /=3H3I..2H>I 605E/A3>366E/3=605E/A205>5E/A2/=(3E.A2.=(3E.A2(=6=E.A23605E/A22606E/A25365E/26366E/2>606E/A2=/.>0E(A50366E/5/366E/5.366E/5(605E/A53605E/A52=6=E.A55=6=E.A56=(3E.A5>=(3E.A5=5>5E/A60=6=E.A6/605E/A6.6.>E.A6($AAF?+1’*&.0./%&’%%$.3./05.0006F/=F.//F/5IJ/H0I/E$./F/5IJ/H0I.E$(3A2FLOOR PLAN- LEVEL 2-45 204STSTSX XXXEXXXXXXXXXPROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00N:\0026999.00\DWG\0026999C-SITE.DWG 08/17/2021PROJECT NAMEST. ANTHONY, MNBREMER BANK - ST. ANTHONY380 ST. PETER STREET, SUITE 500ST. PAUL, MN 55102VEHICLE STACKING EXHIBIT1...BREMER BANK, NATIONALASSOCIATIONDATE:PREPARED FOR:Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150SHEET NUMBER:FIELD WORK DATE:..FIELD CREW:DRAWN:CHECKED:DESIGNED:0'30'60'© 2017 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.comPROJECT NUMBER: 0026999.006 01 - FIRST FLOOREL= 100' - 0"RTU, PAINTED TO MATCH MTL-1RTU, PAINTED TO MATCH MTL-1SIGNAGE BY OTHERS- 21 SFMTL-1MTL-18"8"1' - 0"FCB-1FCB-1MTL-1MTL-1MINI3' - 0"BRK-1BRK-1GL-1GL-1GL-18" CURB8" CURBMTL-18"T.O. STOREFRONTEL= 113' - 0"T.O.PARAPET 1EL= 118' - 0"T.O.PARAPET 2EL= 121' - 4"T.O.PARAPET 3EL= 123' - 10"LS-1LS-1WP-15' - 0"01 - FIRST FLOOREL= 100' - 0"SIGNAGE BY OTHERS - 40 SFFCB-1MTL-1MTL-1FCB-1GL-1GL-1MTL-18"8"BRK-1T.O. 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These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice.© Copyright RSP Architects 2021. All rights reserved.ConsultantsI hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I ama duly Licensed Architect under the laws of the state of Minnesota.Date SignedLicense NumberNameNOT FORCONSTRUCTION1220 Marshall Street NEMinneapolisMinnesota 55413-1036612.677.7100612.677.7499 faxwww.rsparch.comRSP Architects7/13/2021 4:08:35 PMP:\Retail\Bremer Bank\Saint Anthony, MN\Revit\00_Models\A20_Bremer.rvtEXTERIOR ELEVATIONSBREMER BANK305800300MAJKM07.20.2021Bremer BankSaint Anthony, MNA4011/8" = 1'-0"1SOUTH ELEVATION1/8" = 1'-0"3EAST ELEVATION1/8" = 1'-0"2NORTH ELEVATION1/8" = 1'-0"4WEST ELEVATIONMATERIAL KEY NOTESMTL-1METAL, WHITEBRK-1BRICK, MEDIUM IRONSPOT #77FCB-1NICHIHA FIBER CEMENT BOARD, SNOW WHITEGL-1STOREFRONT WITH CLEAR 1" INSULATED GLASSNo. Date DescriptionLS-1 EXTERIOR WALL SCONCE AT 6'-6" TYP, SEE ELEC.WP-1 EXTERIOR WALL PACK AT 9'-0" TYP, SEE ELEC.LIGHTING SCHEDULE7 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, Minnesota !"#$% !"#&’(&&)))!*’(+,-(,!.!(/01(!2,(*33410,!&5(&(2!!"60/676/70460/676/7/789!:;2!"<#= (&&,"%6)>1!*,(-#!((33)46,!&5>3/63?644)<(*!#-,2"&,"(-((@,2&4>)0)3’(/11,(*!A33406,!&5!!-A(-(+(60/6031161"2!-A<&(-(*(+,2&," !"#,2(+’/1/0&’(&&)))!*’(+,-(/01(!2,(*(*,!3341060/676/711BBB#= (&&,"**5!5,=&C5!5!BD5’&A#D5EE (&(+16F03F/1/0 16/1116F01F06’,’&A!"-,!0%/3/6/4E0%/0173?/E/%/??///E)%/00)6/E/40>7?>E0%)6)411E0%)0173?/E/%)>>//0E)%)00)6/E/6/0363E0%46)411E0%40173??E/%4>>/)0E)%400)6/E/6/03?0E@!#,!5766/>)6E!"-!%004/0E%00/06E%0?06E@%0/04>)E%0)/?E%0/3/74E0%//6/4E0%/73?/E/%/?///E)%/0)6/E%/06??E%//4/0EE%/3/3E%////E%/0/3E%//4770E0%))411E0%)73?/E/%)>//0E)%)0)6/E%)/4/0E%)///E@%)4//E%)0/3E%)/4733E0%4)411E0%473??E/%4>/)0E)%40)6/E%4/4/0E%4///E@%44//E%40/3E%4/4770E@!#,!>>371EG ’"D’!"11 10 %01 %/1 )1 @@41 31 %30 %3/ %01 00 $01 01 G@00 0/ 0) %04 03 %1 %0 %0/ %/ 4) G%4 G%A0COVER SHEET8 KENZIE TERRACE LAND USE APPLICATION RESUBMITTAL © 2021 DJR Architecture 21-062.00 09.28.2021 St. Anthony, Minnesota LEVEL 1 100' -0" LEVEL 2 113' -3 3/8" LEVEL 3 124' -1 9/16" LEVEL 4 134' -11 3/4" T.O. ROOF SHEATHING 145' -0 1/4" EXTERIOR LIGHT SCONCE, TYP. PRE. FIN. ALUMINUM PARAPET 5/4" FIBER CEMENT TRIM BOARD 5/16" FIBER CEMENT LAP SIDING 5/8" FIBER CEMENT PANELS FIBERGLASS WINDOW CAST STONE BAND BRICK VENEER ALUM. STOREFRONT WINDOWS EXTERIOR LIGHT SCONCE, TYP. WALL SIGNAGE 5% OF WALL AREA 18'-9"1'-8 1/4" LEVEL 1 100' -0" LEVEL 2 113' -3 3/8" LEVEL 3 124' -1 9/16" LEVEL 4 134' -11 3/4" T.O. ROOF SHEATHING 145' -0 1/4" 5/16" FIBER CEMENT LAP SIDING 5/8" FIBER CEMENT PANELS FIBERGLASS WINDOW ALUM. STOREFRONT WINDOWS CAST STONE SILL BRICK VENEER CAST STONE BAND 5/4" FIBER CEMENT TRIM BOARD PRE. FIN. ALUMINUM CORNICEPRE. FIN. ALUMINUM PARAPETPRE. FIN. ALUMINUM BALCONY 6'-0"18'-9"1'-8 1/4" WALL SIGNAGE 3% OF WALL AREA Copyright 2021 DJR Architecture, Inc. A3EXTERIOR ELEVATIONS ST. ANTHONY, MN INTERSTATE - KENZIE TERR 21-062.00 08/25/21 1/8" = 1'-0"1 SSOOUUTTHH EEXXTTEERRIIOORR EELLEEVVAATTIIOONN 1/8" = 1'-0"2 WWEESSTT EEXXTTEERRIIOORR EELLEEVVAATTIIOONN A3 EXTERIOR ELEVATIONS 9 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, MinnesotaA4 ! !%&’()*+,-$-.(/+),0/,1(02/!-#$-$$$--3"#$!3"#$-!EXTERIOR ELEVATIONS10 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, MinnesotaA5RENDERING11 N:\0026999.00\DWG\CIVIL\0026999CV.DWG BREMER BANK - ST. ANTHONY © 2021 Westwood Professional Services, Inc.BENCHMARKSBM-1XXXXXXXXBM-2XXXXXXXXBM-3XXXXXXXXBM-4XXXXXXXXPRELIMINARY PLANSBREMER BANK - ST. ANTHONYST. PAUL, MINNESOTAPREPARED FOR:BREMER BANK380 ST. PETER STREETST. PAUL, MINNESOTA, 55102CONTACT: FAHNING, JONPHONE: 651-312-3553EMAIL: JCFAHNING@BREMER.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.08/31/2021 CITY COMMENTS. .. .. .. .. .. .. .. .. .FORFORSITE, GRADING, EROSION CONTROL,UTILITIES, AND LANDSCAPEPREPARED BY:PROJECT NUMBER: 0026999.00CONTACT: DANIEL M. PARKSPhone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150PRELIMINARY PLANSBREMER BANK - ST. ANTHONYST. PAUL, MINNESOTAFORFORSITE, GRADING, EROSION CONTROL,UTILITIES, AND LANDSCAPEINITIAL SUBMITTAL DATE: 07/20/2021 SHEET: C001 OF 9PROJECT NUMBER: 0026999.00Sheet List TableSHEETNUMBERSHEET TITLEC001 COVER SHEETC100 ALTA NSPS LAND TITLE TOPOGRAPHIC SURVEYC101 PRELIMINARY PLATC200SITE PLANC300 GRADING PLANC400 EROSION CONTROL PLANC500UTILITY PLANL100LANDSCAPE PLANE100LIGHTING PLANSITE12 STSTSCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35CBMHRIM ELEV = 915.16SUMP = 903.65NE INV 12" RCP = 908.32E INV 24" RCP = 903.59SE INV 4" RCP = 903.76SW INV = 903.68 CBRIM ELEV = 906.55SW INV 12" RCP = 900.55STMH RIM ELEV = 907.07 SUMP = 895.84 CB RIM ELEV = 906.42 E INV 12" RCP = 900.97 WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT(80 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY)BLOCK 2LOT 2POHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXX X XXXXX X POHPOHGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS PUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSAN WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT(60 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) 40 608080606 (34.076 (6 (6 (1 (1 :9 0 8 9109 1 2 914916916 914914912914910912914 9089 1 0 912914BITUMINOUS REMNANTSEXISTING BUILDINGEXISTING BUILDING EXISTING BUILDINGEX I S T I N G BU I L D I N G BITUMINOUS (POOR CONDITION) 2.1 0.4 3.4 1.8 2.3 CENTERLINE OF VACATED SUNSET AVENUECENTERLINE OF COOLIDGE ST.NW'LY LINE OF LOT 2 &ITS SW'LY EXTENSION 20INGRESS & EGRESSEASEMENT PER DOC.NO. 6485698 (SCHD.B II ITEM NO. 5)N O B U I L D I N G S O B S E R V E D 10. 5 OWNER: GERALDINE M FREIBERGOWNER: WALKER SENIOR HOUSING CORPOWNER: HANNAY HARRIS REAL EST LLCESTOSTO42" RCP 24" PVC ST O ST O 10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE35 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 20 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 40 40 29.8 29. 7 353510 10 202010 10WAT43.66 125.081/2"OPENPIPE1/2"OPENPIPE1/2" OPENCAP NO. 184201/2"OPENPIPESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSANSANSAN STO1. This survey was prepared using Guaranty Commercial Title, Inc, issuing agent for Old Republic Title Insurance Company TitleCommitment Number 65847 having an effective date of October 2, 2020, 8:00 a.m.2. The address of the surveyed property is 2654 Kenzie Terrace, St. Anthony MN 55418. (Table A Item 2)3. Subject property appears to be classified as Zone X (area of minimal flooding) when scaled from Flood Insurance Rate MapCommunity - Panel Number 27053C0240F dated 11/4/2016. (Table A Item 3)4. Subject property contains 39,632 Sq. Ft. or 0.910 Acres. (Table A Item 4)6. Subject property contains 0 regular parking stalls, 0 handicapped stalls and 0 motorcycle stalls. (Table A Item 9)7. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makesno guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned.The surveyor further does not warrant that that the underground utilities shown are in the exact location indicated althoughhe does certify that they are located as accurately as possible from information available. The surveyor has not physicallylocated the underground utilities. (State One Call Ticket No. 202870259). (Table A Item 11)8. As of the date the field work was completed for this survey, there was no observable evidence of current earth moving work,exterior building construction or building additions. (Table A Item 16)9. As of the date of this survey, there are no proposed changes in street right of way lines, based on a conversation with theproper official at Hennepin County. As of the date the field work was completed for this survey, there was no observableevidence of recent street or sidewalk construction or repairs. (Table A Item 17)10. Based on the information contained within title commitment listed above and a physical inspection of the subject property,the surveyor is not aware of any off site easements or servitudes other than shown hereon. (Table A Item 19)11. Bearings based on the Hennepin County coordinate system, (NAD 83 - 1986 Adjustment).12. Benchmark: Checked into MnDot 2783 X (Metal Rod with removable ID Disk). In Minneapolis, 1.0 mile southwest alongInterstate Hghway 35W from the junction of Interstate Highway 35W and St. Anthony Boulevard/Industrial Boulevard inMinneapolis, at Interstate Highway 35W milepoint 20.55, 30.2 feet south of the northbound Interstate Highway 35W fog line,22.2 feet north of the entrance ramp from NE Johnson Street to northbound Interstate Highway 35W, 60.8 feet west of lightpole number w5w 5, 1.5 feet east of a witness post. Elevation=878.36. (NAVD88)Lot 2, Block 2, St. Anthony Village Commercial Center Addition No. 1, Hennepin County, Minnesota.Together with that part of vacated Sunset Avenue lying northeasterly of the centerline of vacated Sunset Avenue, between theextensions southwesterly of the northwesterly line of said Lot 2 and the centerline of Coolidge Street.(Abstract Property)GENERAL NOTESLEGAL DESCRIPTIONThe following notes correspond to the numbering system of Schedule B II of the above mentioned title commitment.Items 1-4 are not survey matters.5. Access easement(s) over part of the Land as evidenced by Document No. 6485698. Said easements for ingress and egresspurposes affects the subject property and is depicted hereon.SCHEDULE B II TITLE ITEM NOTESSURVEYOR'S CERTIFICATETo: Bremer Bank and Guaranty Commercial Title, Inc. as issuing agent for Old Republic Title InsuranceCompany:This is to certify that this map or plat and the survey on which it is based were made in accordance withthe 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly establishedand adopted by ALTA and NSPS, and includes Items 1-5, 7(a)(b1), 8, 9, 11, 13, 16, 17, 19 of Table A andapplicable parking and building setback thereof. The fieldwork was completed on October 26, 2020.Date of Plat or Map: 12/28/20 Nathan H. Carlson, PLSMinnesota License No. 45873nate.carlson@westwoodps.com FOUND MONUMENT (AS NOTE)SET MONUMENT - LS 45873(NOT TO SCALE)VICINITY MAPSITELEGENDSOIL BORINGGUY WIRESANITARY MANHOLECATCH BASINPOWER POLEELECTRIC BOXSIGNSTEEL/WOOD POSTGATE VALVEHYDRANTSTORM MANHOLETELEPHONE BOXGASPOHPUGSANSTOWATSSTETXPOWER OVERHEADPOWER UNDERGROUNDWATERMAINSANITARY SEWERSTORM SEWERGAS LINEFENCE LINECURB & GUTTERCONCRETE SURFACEBITUMINOUS SURFACE© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-515013 STSTSCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35CBMHRIM ELEV = 915.16SUMP = 903.65NE INV 12" RCP = 908.32E INV 24" RCP = 903.59SE INV 4" RCP = 903.76SW INV = 903.68 CBRIM ELEV = 906.55SW INV 12" RCP = 900.55STMH RIM ELEV = 907.07 SUMP = 895.84 CB RIM ELEV = 906.42 E INV 12" RCP = 900.97 WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT POHPOHPOHPOHPOHPOHPOHXXXXXXXXXXXXXXX X XXXXX X POHPOHGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS PUGSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSANSANSANSANSANSANSANSANSAN SANSANSANSANSANSANSAN WAT WATWATWATWATWATWATWATWATWATWATWATWATWATWAT6 (34.076 (6 (6 (1 (1 :20INGRESS & EGRESSEASEMENT PER DOC.NO. 6485698 (SCHD.B II ITEM NO. 5)ESTOSTO42" RCP 24" PVC S T O S T O 10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE35 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 20 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 353510 10 202010 10WAT1/2"OPENPIPE1/2"OPENPIPE1/2" OPENCAP NO. 184201/2"OPENPIPESTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTOSANSANSAN STOXXT(80 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) (60 FT. WIDE DEDICATED PUBLIC RIGHT OF WAY) 40 60808060CENTERLINE OF VACATED SUNSET AVENUECENTERLINE OF COOLIDGE ST.NW'LY LINE OF LOT 2 &ITS SW'LY EXTENSION 20INGRESS & EGRESSEASEMENT PER DOC.NO. 6485698 (SCHD.B II ITEM NO. 5)OWNER: GERALDINE M FREIBERGOWNER: WALKER SENIOR HOUSING CORPOWNER: HANNAY HARRIS REAL EST LLC10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE10 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE35 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 20 FT. SETBACK LINE PER ST. ANTHONY ZONING CODE 40 40 353510 10 202010 101/2"OPENPIPE1/2"OPENPIPE1/2" OPENCAP NO. 184201/2"OPENPIPEBLOCK 1LOT 16 (1 (1 :6 (6 (6 (0'20'40'60'1" = 20'Lot 2, Block 2, St. Anthony Village Commercial Center Addition No. 1, Hennepin County, Minnesota.Together with that part of vacated Sunset Avenue lying northeasterly of the centerline of vacated Sunset Avenue,between the extensions southwesterly of the northwesterly line of said Lot 2 and the centerline of Collidge Street.(Abstract Property)EXISTING LEGAL DESCRIPTION© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150(NOT TO SCALE)VICINITY MAPSITEPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5T1. This survey was prepared using Guaranty Commercial Title, Inc, issuing agent for Old Republic Title Insurance Company TitleCommitment Number 65847 having an effective date of October 2, 2020, 8:00 a.m.2. The address of the surveyed property is 2654 Kenzie Terrace, St. Anthony MN 55418. (Table A Item 2)3. Subject property appears to be classified as Zone X (area of minimal flooding) when scaled from Flood Insurance Rate MapCommunity - Panel Number 27053C0240F dated 11/4/2016. (Table A Item 3)4. The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes noguarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. Thesurveyor further does not warrant that that the underground utilities shown are in the exact location indicated although he doescertify that they are located as accurately as possible from information available. The surveyor has not physically located theunderground utilities. (State One Call Ticket No. 202870259). (Table A Item 11)5. Bearings based on the Hennepin County coordinate system, (NAD 83 - 1986 Adjustment).6. Benchmark: Checked into MnDot 2783 X (Metal Rod with removable ID Disk). In Minneapolis, 1.0 mile southwest along InterstateHghway 35W from the junction of Interstate Highway 35W and St. Anthony Boulevard/Industrial Boulevard in Minneapolis, atInterstate Highway 35W milepoint 20.55, 30.2 feet south of the northbound Interstate Highway 35W fog line, 22.2 feet north ofthe entrance ramp from NE Johnson Street to northbound Interstate Highway 35W, 60.8 feet west of light pole number w5w 5,1.5 feet east of a witness post. Elevation=878.36. (NAVD88)GENERAL NOTES·TOTAL PROPERTY AREA: 39632.34 SQ. FT. (0.91 ACRES)·OWNER:BREMER BANK380 ST. PETER STREET, SUITE 500ST PAUL, MN 55102CONTACT: JON FAHNING612-782-1960DEVELOPER:INTERSTATE DEVELOPMENT6390 CARLSON DRIVEEDEN PRAIRIE, MN 55346CONTACT: LONNIE PROVENCHER952-658-6450ENGINEER:WESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DRIVE, SUITE 300MINNETONKA, MN 55343(888) 937-5150SURVEYOR:WESTWOOD PROFESSIONAL SERVICES12701 Whitewater Drive, Suite 300Minnetonka, MN 55343(888) 937-5150SITE DEVELOPMENT SUMMARYST. ANTHONY VILLAGE COMMERCIAL CENTER ADDITION SECOND ADDITION14 PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XXT204TX XXXXXXXXXXXXXXXXXXX EXISTING AUTO SHOPEXISTING SENIOR HOME28'14'14'12'12'12'44'19'24'19'8'9'R15'R10'R5'R5'R15'R10'R5'R5'R10'R20'R44'R20'R8'R25'R12'111788AB1313131315S.3S.114S.318223131404040404021191919109S.4S.419203' 4'S.1205'9CD22. 4 '35'R20'R12'R20'24'E© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150·ZONING:C - COMMERCIALPARCEL DESCRIPTION:SEE SURVEY·PROPERTY AREA:··LOT 2 26,132 SF (0.60 AC)··VACATED SUNSET AVE 13,500 SF (0.31 AC)··TOTAL 39,632 SF (0.91 AC) EXISTING·PERVIOUS SURFACE:29,658 SF (74.8%)·IMPERVIOUS SURFACE:9,974 SF (25.2%) PROPOSED·PERVIOUS SURFACE:12,014 SF (30.3%)·IMPERVIOUS SURFACE:27,618 SF (69.7%)·BUILDING GROSS SIZE:5,892 SF·BUILDING SETBACK PER CODE:35'=FRONT10'=SIDE / 20'=SIDE TO ROW20'=REAR·PARKING SPACE/DRIVE AISLE:9' WIDE X 19 LONG, 24' AISLE·PARKING RATIO REQUIREMENTCITY OF ST. ANTHONYRETAIL/OFFICE:1 SPACE / 300 SF OF BLDGRETAIL/OFFICE(5,500/300)18.33 SPACESTOTAL SPACES REQUIRED:19 SPACES·PARKING PROVIDED:21SITE DEVELOPMENT SUMMARY1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN.2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TS.1S.10S.2S.3REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONHANDICAP ACCESSIBLEDO NOT ENTER12" X 18"30" X 30"R7-8MR5-11 B612 CURB AND GUTTER7 CONCRETE ENTRANCE8 PRIVATE CONCRETE SIDEWALK9 PUBLIC PEDESTRIAN CURB RAMP WITH TRUNCATED DOMES10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP13 TRAFFIC ARROW15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING18 BOLLARD19 STD DUTY PAVEMENT20 HEAVY DUTY PAVEMENT21 HEAVY DUTY CONCRETE SECTION22 SAW CUT & REMOVE CONCRETE GUTTER31 BEAVERTAIL CURB (B612)40 MODULAR BLOCK RETAINING WALL(INSTALL FENCE FOR WALLS OVER 42" HEIGHT)1SIGN LEGENDSITE DETAILS (SI-0XX)A. TRASH ENCLOSUREB. DRIVE THRU CANOPYC. MONUMENT SIGN - TO HAVE LESS THAN 68 SQUARE FEETOF TOTAL SIGNAGE AREAD. ALTERNATE LOCATION FOR TRASH ENCLOSUREE. BIKE RACKSITE KEYNOTESAS.4BEGIN ONE WAY15 PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XX204STSTSCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35CBMHRIM ELEV = 915.16SUMP = 903.65NE INV 12" RCP = 908.32E INV 24" RCP = 903.59SE INV 4" RCP = 903.76SW INV = 903.68 CBRIM ELEV = 906.55SW INV 12" RCP = 900.55CB RIM ELEV = 906.42 E INV 12" RCP = 900.97 X XXXXXE EX. 42" RCP ST O ST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTO STOXXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO EXISTING AUTO SHOPEXISTING SENIOR HOME910 9089 0 9 911 91 2 91 2910 9 0 7 9 0 8 909911912 912912912912912912913 914915911 911912912913 914910908909914914.02914.09914.90914.76911.61910.89909.90910.06910.50911.46909.80908.25911.35911.17911.57912.26912.26911.28911.50911.83912.92912.45912.10912.01912.48911.52911.74912.14912.38912.38911.95911.71911.83911.76910.47911.97912.40906.75906.90909.67911.95912.96907.61912.50911.82907.17906.96TW: 911.54BW: 911.00BW: 908.67TW: 911.98BW: 909.00TW: 911.75TW: 911.37BW: 909.09TW: 911.58BW: 909.90TW: 912.50BW: 912.00BW: 914.10TW: 914.60BW: 912.50TW: 913.00TW: 914.25BW: 913.75BW: 911.50TW: 914.03BW: 910.90TW: 911.30TW: 910.50BW: 909.75TW: 910.60BW: 908.88BW: 908.00TW: 908.50TW: 908.10BW: 907.60TW: 907.30BW: 906.80TW: 908.45BW: 907.44BW: 912.33TW: 914.17-4.88%-4.88%9079089099109119129139 1 4 915916917917916915913.27911.75910.33910.80910.23910.67911.39911.78© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F.16 PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XX204TSTCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35CBMHRIM ELEV = 915.16SUMP = 903.65NE INV 12" RCP = 908.32E INV 24" RCP = 903.59SE INV 4" RCP = 903.76SW INV = 903.68 CB RIM ELEV = 906.42 E INV 12" RCP = 900.97 X XXXXXE EX. 42" RCP ST O ST O STOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO STOSTOSTOSTOSTOSTOSTO STOXXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO EXISTING AUTO SHOPEXISTING SENIOR HOMESTORMTECHSC-740 CHAMBERSVOLUME: 3,867 CFISOLATOR ROWISOLATOR ROWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFROCKCONSTRUCTIONENTRANCEINLETPROTECTION(TYP.)INLETPROTECTION(TYP.)9109 0 7 9 0 8 909911912 912912912912912912913 914915912913914911912 9109089099 1 0 909 9 1 1 9 1 2 912 914 BIOROLL(TYP.)SILT FENCESILT FENCE© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150PROPERTY LINESILT FENCEROCK CONSTRUCTION ENTRANCEEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTEREROSION CONTROL LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ONTHESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION ANDSHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BEMAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREMEIMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES,HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT.3. EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALLSILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THEEROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSIONCONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTILACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIREDTO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TOPROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTINGSTORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BEREMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED.4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTIONENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION.6. WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVERDISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THEDISTURBED SOILS.7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSIONCONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.8. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A. TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT 30.5-POUNDS PER ACRE.B. TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT100-POUNDS PER ACREC. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PER ACRE.D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HASBEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13. THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FORTEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTSIN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITHSITE WORK.GENERAL EROSION CONTROL NOTESSTOWATSANGLSB-19SB-19E.O.F.98298098298017 PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XXT204STSCBMHRIM ELEV = 906.68NE INV 15" RCP = 900.54SUMP = 898.18CBMHRIM ELEV. = 913.40SE INV 12" = 909.25NW INV 12" = 909.35 STMH RIM ELEV = 907.07 SUMP = 895.84 CB RIM ELEV = 906.42 E INV 12" RCP = 900.97 WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT POHPOHPOHPOHPOHPOHPOHX XXXXX POHPOHGAS GAS GAS GAS GAS GAS SANSANSANSANSANSANSAN SANSANSANSANSANEEX. 42" RCP EX. 24" PVC @ 0.97% ST O ST O WATSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSANSAN STOXXXXXXXXXXXXXXSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO WATWATWATWATWATWATWATWATWATWATWATWATWATWAT EXISTING AUTO SHOPEXISTING SENIOR HOMESTORMTECHSC-740 CHAMBERSVOLUME: 3,867 CFISOLATOR ROWISOLATOR ROWCB 204RIM=911.50IE(E)=908.48CBMH 203RIM=911.28IE(S,W)=908.05CBMH 201RIM=911.15IE(N,S)=907.70STMH 200RIM=911.39IE(NE)=907.56IE(NW)=904.503' SUMP=901.50OCS 101RIM=910.67IE(NW)=904.50IE(E)=902.50STMH 300RIM=910.23IE(SW,NW)=904.503' SUMP=901.50CB 301RIM=908.25IE(NW,SE)=904.75STMH 400RIM=910.80IE(S)=906.29IE(SE)=904.503' SUMP=901.50CB 401RIM=909.90IE(NE)=906.408" ROOF DRAINIE=909.00CONNECT TO EX. STMH 100EX. RIM=906.42IE(W)=902.29EX. IE(E)=900.9719 LF - 8" PVC@ 2.96%86 LF - 12" STM@ 0.50%34 LF - 12" STM@ 0.50%27 LF - 12" STM@ 0.50%44 LF - 12" STM@ 0.57%69 LF - 12" RCP @ 0.30%22 LF - 12" STM @ 0.50%FDC4" CLEANOUTRE=908.50IE=897.37SADDLE TAP 24"X4"& RISER PIPEEX. IE=896.854" SAN SWR STUBIE=904.008" WM STUBWET TAP W/ 8" G.V.8" WMREMOVE EX. HYDRANT &REPLACE-ADD ADDITIONALGATE VALVE AS REQUIRED.52 LF - 4" SAN SWR@ 12.75%26 LF - 4" SANSWR @ 2.0%37 LF - 12" STM@ 0.50%STMH 202RIM=911.78IE(N,S)=907.87© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILELIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVCURB AND GUTTERUTILITY LEGEND1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASEDON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON ASBEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE,AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARYSEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFYWITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESSOTHERWISE ARRANGED WITH THE OWNER.4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDINGDIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS.5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTORSHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES.6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY.THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOTOPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BYTHE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OFTHE CONTRACTOR.7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHENDEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCALGOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. THE WATER LINESHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED.11. DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALLBE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY.12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HIBRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS.13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATERTHAN 15 FEET. SANITARY SEWER PIPE WITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTICSANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THEPIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0.14. STORM SEWER PIPE:A. RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESSOTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS.C. HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETERSHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321.E. CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMPMAY NOT BE INSTALLED WITHIN 10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART707.3. STORM SEWER LOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712.15. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150.16. POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICALJOINT RESILIENT WEDGE GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2(OR EQUIVALENT).17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THEAS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHERA PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS.19. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONSON PLAN REFLECT THE SUMPED ELEVATIONS.GENERAL UTILITY NOTESSDTOCS/STMH 101 CROSS-SECTIONCONCRETE WEIR TIEDINTO MANHOLE WALLS12" OUTLET PIPE910.40100-YR HWL=907.43907.36902.50INLET PIPE FROMSTORM VAULT8" ∅ ORIFICEIE=904.50904.50N.T.S.48"48 ADS STORMTECH SC-740 CHAMBERS2 ISOLATOR ROWS, LOCATED AT INLET STRUCTURESENDCAPS AT EITHER END OF EACH ROWSTORM TECH SC-740 CHAMBERS - TYPICAL SECTION34"-2" CLEANCRUSHED ROCKPAVEMENTNOT TO SCALEBOTTOM OF VAULTTOP OF ROCKTOP OF VAULTTOP OF PAVEMENTVARIES (MINIMUM 18")30"STORM VAULT DETAILVARIES (MAXIMUM 8')SC-740SC-740INLET EL.=904.506" ROCK COVERTOP OF ROCKEL.=907.50ONE LAYER OF NON-WOVEN FILTER FABRIC WRAPPEDOVER TOP OF SYSTEM.HWL EL.=907.43SC-740FOR REFERENCE ONLY. CONTRACTOR TO PROVIDE ENGINEERWITH SHOP DRAWINGS PRIOR TO CONSTRUCTION.EL.=904.00TOP OF VAULTEL.=907.00TWO LAYERS OF WOVEN FILTER FABRIC AT BASEOF CHAMBERS, ABOVE ROCK, PLACED UNDERISOLATOR ROW AND AT CHAMBER INLETS.24" OUTLET TOOCS/STMH 101EL.=904.50BOTTOM OF ROCK3/4"-2" CLEAN, CRUSHEDANGULAR STONE8" ∅ ORIFICEIE=905.44BOTTOM OF SANDEL.=902.50DRAINTILE INCOMING FROMCHAMBERS-BEHIND WEIR WALL4" DRAINTILE (SMOOTH-WALLED SDR-35); 3/8" PERFORATIONS; ATCONNECTIONS TO STORMWATER STRUCTURES USE NON-PERFORATED PVC PIPEAND WATERTIGHT JOINTS. INSTALL PIPE WITH PERFORATIONS ON BOTTOM.18"CLEAN, WASHED MEDIUMSAND (ASTM-C33CONCRETE SAND)3" WASHED #57 STONEABOVE AND ON EACHSIDE OF PIPEFILTER FABRICBETWEEN SANDAND STONE18 PROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XX204STPOHPOHPOHPOHPOHPOHPOHXX XXXX POHPOHSANSANSANSANSANSANSAN SANSANSANSANSANESANXXXXXXXXXXXXXXEXISTING AUTO SHOPEXISTING SENIOR HOMEPROPOSED FINANCIAL INSTITUTIONBUILDING FOOTPRINT = 6,029 SFFFE = 913.00XXA11-HSABCLOCATIONS OF EXISTING RELOCATED (6) CONIFEROUSSHRUBS FROM WEST SIDE OF PROPERTY. SHRUBS TO BESPADED TO NEW LOCATION AFTER GRADING INTHIS AREA IS COMPLETE.5-CLS3-BSJ12-AJS1-RMP8-PCF11-AJS6-DBH11-PCF6-DBH3-BSJ10-BFW11-PCF10-BFW3-BSJ6-CLS3-BSJ12-AJS1-LLL7-CDR3-BHS15-BFW20-PCF12-BFW1-LLLCCCCAAAABBBBBASTORMTECHSC-740 CHAMBERSVOLUME: 3,867 CFA7-CDRB15-BFWCBBAA12-AJS10-BFWBASTORMTECHSC-740 CHAMBERSVOLUME: 3,867 CF© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-5150LANDSCAPE LEGENDSHRUBS OVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERShrub & Perennial Plant Schedule DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERABLUE STAR JUNIPER / JUNIPERUS SQUAMATA 'BLUE STAR'BUTTERFLY WEED / ASCLEPIAS TUBEROSACOMMON/BOTANICAL NAMECODESIZE SPACING O.C.DBHBFWBSJ18" O.C.#1 CONT.#5 CONT.#5 CONT.3'-0" O.C.4'-0" O.C.Tree Schedule COMMON/BOTANICAL NAMECODESIZE SPACING O.C.AS SHOWN5.0" BBLLLAS SHOWNLITTLE LEAF LINDEN / TILIA CORDATAOVERSTORYCONIFERPERENNIALDECIDUOUS18" O.C.#1 CONT.RUBY STAR CONEFLOWER / ECHINACIA PURPUREA 'RUBINSTERN' PCFA SHREDDED HARDWOOD MULCHBLANDSCAPE EDGERC SOD (TYP.)XNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.CONIFERBHSAS SHOWNBLACK HILLS SPRUCE / PICEA BLAUCA DENSATA8.0' HT., BBSCARLET JEWEL RED MAPLE / ACER RUBRUM 'BAILCRAIG'RMPAS SHOWN5.0" BBCRISP LEAF SPIREA / SPIREA X BUMALDA 'CRISPA' CLS#5 CONT.3'-0" O.C.CAREFREE DELIGHT ROSE / ROSA 'CAREFREE DELIGHT'CDR#5 CONT.5'-0" O.C.HOLMSTRUP ARBORVITAE / THUJA OCCIDENTALIS 'HOLMSTRUP'HSA#5 CONT.4'-0" O.C.18" O.C.AUTUMN JOY SEDUM / SEDUM X 'AUTUMN JOY'AJS#1 CONT.CONIFEROUS TREE2QTY.313337121114231211167724550NATIVENATIVEPOLLINATOR FRIENDLYPOLLINATOR FRIENDLYXXXXXXXXXXXXXXLANDSCAPE KEYNOTES19 BREMERBANKKENZIE TERRACE COOLIDGE ST. NEPROPERTY LINELS-150.9 2.30.6 1.4 4.1 1.90.3 0.8 2.4 1.6 0.60.2 0.9 6.9 3.8 3.6 1.7 0.60.1 0.3 1.7 5.1 6.7 3.9 1.7 1.0 0.30.3 0.5 1.4 3.0 3.7 3.75.71.0 2.0 3.0 1.20.1 0.4 9.2 4.8 4.3 3.0 1.91.65.4 5.51.0 3.4 5.94.42.03.7 3.62.6 1.2 1.1 2.17.8 2.60.2 1.2 4.112.4 8.20.8 5.3 4.9 1.3 1.82.70.00.00.00.10.10.10.10.10.10.10.10.20.10.10.30.40.40.2Hardscape AreaArea = 28092 Sq.ftTotal Watts = 145.71LPD = 0.01 Watts/Sq.ftHardscape AreaArea = 28092 Sq.ftTotal Watts = 145.71LPD = 0.01 Watts/Sq.ftEast EntranceIlluminance (Fc)Average = 2.2Maximum = 4.1Minimum = 0.9Avg/Min Ratio = 2.4Max/Min Ratio = 4.6East EntranceIlluminance (Fc)Average = 2.2Maximum = 4.1Minimum = 0.9Avg/Min Ratio = 2.4Max/Min Ratio = 4.6Maximum = 5.7Minimum = 0.1Avg/Min Ratio = 24.9Max/Min Ratio = 57.0Front ParkingIlluminance (Fc)Average = 2.5Maximum = 5.7Minimum = 0.1Avg/Min Ratio = 24.9Max/Min Ratio = 57.0Front ParkingIlluminance (Fc)Average = 2.5West EntranceIlluminance (Fc)Average = 4.4Maximum = 9.2Minimum = 1.0Avg/Min Ratio = 4.4Max/Min Ratio = 9.2West EntranceIlluminance (Fc)Average = 4.4Maximum = 9.2Minimum = 1.0Avg/Min Ratio = 4.4Max/Min Ratio = 9.2BBMH: 25BBMH: 25BBMH: 25WP-1MH: 9.5WP-1MH: 9.5WP-1MH: 9.5AAMH: 25AA2MH: 25AA2MH: 25© Phone(952) 937-5150 12701 Whitewater Drive, Suite #300Fax(952) 937-5822 Minnetonka, MN 55343Toll Free(888) 937-515020 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC0.0TITLE SHEET. .. .. .. .. .. .2401 NE LOWRY AVEST. ANTHONY, MINNESOTASHEET INDEXSHEET NUMBER SHEET TITLEC0.0 TITLE SHEETSITE LOCATIONSITE LOCATION MAPNSITE SURVEYV1.0UTILITY PLANC4.0ISSUED FOR: CITY FINAL SUBMITTALDEVELOPER / PROPERTY OWNER:INTERSTATE DEVELOPMENT CORPORATION6390 CARLSON DRIVEEDEN PRAIRIE, MN 55346CONTACT: VICTORIA PERBIX952-658-6460ENGINEER / LANDSCAPE ARCHITECT:CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: ROBBIE LATTA612-615-0060SURVEYOR:SWPPP - EXISTING CONDITIONSSW1.0GRADING PLANC3.0C5.0C5.1L1.0CIVIL DETAILSLANDSCAPE PLANSWPPP - PROPOSED CONDITIONSSW1.1SWPPP - DETAILSSW1.2C2.0 SITE PLANSWPPP - NARRATIVESW1.3CIVIL DETAILSC1.0 REMOVALS PLANC5.2 CIVIL DETAILSKnow what'sbelow.before you dig.CallRSWPPP - ATTACHMENTSSW1.4SWPPP - ATTACHMENTSSW1.5L1.1LANDSCAPE PLAN NOTES & DETAILSARCHITECT:DJR ARCHITECTURE333 N WASHINGTON AVE, SUITE 210MINNEAPOLIS, MN 55401CONTACT: AMANDA PEDERSON612-676-2724CIVIL SITE GROUP4931 W 35TH STREETSUITE 200ST LOUIS PARK, MN 55416CONTACT: RORY SYNSTELIEN612-615-0060CARLSON MCCAIN3890 PHEASANT RIDGE DRIVE NESUITE 100BLAINE, MN 55449763-489-7900ALL EXISTING UTILITY LOCATIONS SHOWN AREAPPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIESTHAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.LT1.0PHOTOMETRIC PLAN21 REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY. .. .. .. .. .. .22 28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.09 0 . 2 4.37.412.9 12.6SignCo n c r e t e W a l k Concrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding Ov e r h a n g BrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 395 feet of the Northwest 1/4 of Sec. East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Brick BuildingBuilding Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 12" HDPE12" HDPE 1 2 " HD P E 36" CMPConnectionUnknown12" HDPE12" HDPE 12" HDPE15" HDPEConnectionUnknownGu a r d R a i l 48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.738" PVC 8" Cast IronREMOVE EXISTING SIGNREMOVE EX BUILDING, STRUCTURES,FOUNDATIONS, FOOTINGS & BASEMATERIALS, PER LOCAL STATE & FEDERALSTANDARDS. REMOVE/DISCONNECT ALLSERVICES & UTILITIES PER UTILITYCOMPANY AND/OR L.G.U. STANDARDSREMOVE EXISTINGCURB ANDGUTTER, TYP.REMOVE EXISTINGPAVEMENT AND BASEMATERIAL ANDPARKING SIGNS, TYP.EXISTING SIDEWALK TOREMAIN. PROTECTFROM DAMAGE, TYP.REMOVE EXISTING SIGN,TYP.REMOVE EXISTINGLIGHT POLE, TYP.REMOVE EXISTINGCONCRETE SIDEWALK,TYP.EXISTING FENCE TOREMAIN. PROTECT FROMDAMAGEEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.EXISTING FENCE TOREMAIN. PROTECT FROMDAMAGEREMOVE EXISTING TREEAND BALL ROOT, TYP.REMOVE EXISTINGLIGHT POLE, TYP.REMOVE EXISTING TREEAND BALL ROOT, TYP.VACATE SANITARYSEWER EASEMENTREMOVE EXISTINGVEGETATIONFIELD VERIFYLOCATION ANDREMOVE EXISTINGSTORMSEWER PIPEAND CONNECTEDCATCH BASINFIELD VERIFYLOCATION ANDREMOVECONNECTINGDRAINTILE PIPESFIELD VERIFYLOCATION ANDREMOVE EXISTINGSTORMSEWER PIPEAND CONNECTEDCATCH BASINREMOVE EXISTINGSTORM SEWERREMOVE EXISTING CAST IRONSTORM SEWERREPLACE PAVEMENT IN-KINDFOLLOWING UTILITY REMOVALAND INSTALLATION.REPLACE PAVEMENT AND CURBIN-KIND FOLLOWING UTILITYWORKREMOVE EXISTINGDRIVE APRONS ANDSIDEWALK. REINSTALLSIDEWALK PER SITEPLAN.VERIFY EXISTENCE OFSANITARY SEWER INTHIS CORRIDOR.EASEMENT TO BEVACATED IF PIPE ISNON-EXISTANT.REMOVALS LEGEND:TREE PROTECTIONREMOVAL OF PAVEMENT AND ALL BASE MATERIAL,INCLUDING BIT., CONC., AND GRAVEL PVMTS.REMOVAL OF STRUCTURE INCLUDING ALLFOOTINGS AND FOUNDATIONS.TREE REMOVAL - INCLUDING ROOTS AND STUMPSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/2101" = 20'-0"20'-0"10'-0"NREVISION SUMMARYDATEDESCRIPTIONC1.0REMOVALS PLAN. .. .. .. .. .. .Know what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALREMOVE CURB AND GUTTER. IF IN RIGHT-OF-WAY,COORDINATE WITH LOCAL GOVERNING UNIT.REMOVAL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.2.SEE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PLAN FOR CONSTRUCTION STORM WATERMANAGEMENT PLAN.3.REMOVAL OF MATERIALS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH MNDOT, STATE AND LOCALREGULATIONS.4.REMOVAL OF PRIVATE UTILITIES SHALL BE COORDINATED WITH UTILITY OWNER PRIOR TO CONSTRUCTIONACTIVITIES.5.EXISTING PAVEMENTS SHALL BE SAWCUT IN LOCATIONS AS SHOWN ON THE DRAWINGS OR THE NEAREST JOINTFOR PROPOSED PAVEMENT CONNECTIONS.6.REMOVED MATERIALS SHALL BE DISPOSED OF TO A LEGAL OFF-SITE LOCATION AND IN ACCORDANCE WITHSTATE AND LOCAL REGULATIONS.7.ABANDON, REMOVAL, CONNECTION, AND PROTECTION NOTES SHOWN ON THE DRAWINGS ARE APPROXIMATE.COORDINATE WITH PROPOSED PLANS.8.EXISTING ON-SITE FEATURES NOT NOTED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT THE DURATION OFTHE CONTRACT.9.PROPERTY LINES SHALL BE CONSIDERED GENERAL CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED ON THEDRAWINGS. WORK WITHIN THE GENERAL CONSTRUCTION LIMITS SHALL INCLUDE STAGING, DEMOLITION ANDCLEAN-UP OPERATIONS AS WELL AS CONSTRUCTION SHOWN ON THE DRAWINGS.10.MINOR WORK OUTSIDE OF THE GENERAL CONSTRUCTION LIMITS SHALL BE ALLOWED AS SHOWN ON THE PLANAND PER CITY REQUIREMENTS.11.DAMAGE BEYOND THE PROPERTY LIMITS CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED IN AMANNER APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT OR IN ACCORDANCE WITH THE CITY.12.PROPOSED WORK (BUILDING AND CIVIL) SHALL NOT DISTURB EXISTING UTILITIES UNLESS OTHERWISE SHOWN ONTHE DRAWINGS AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION.13.SITE SECURITY MAY BE NECESSARY AND PROVIDED IN A MANNER TO PROHIBIT VANDALISM, AND THEFT, DURINGAND AFTER NORMAL WORK HOURS, THROUGHOUT THE DURATION OF THE CONTRACT. SECURITY MATERIALSSHALL BE IN ACCORDANCE WITH THE CITY.14.VEHICULAR ACCESS TO THE SITE SHALL BE MAINTAINED FOR DELIVERY AND INSPECTION ACCESS DURINGNORMAL OPERATING HOURS. AT NO POINT THROUGHOUT THE DURATION OF THE CONTRACT SHALL CIRCULATIONOF ADJACENT STREETS BE BLOCKED WITHOUT APPROVAL BY THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.15.ALL TRAFFIC CONTROLS SHALL BE PROVIDED AND ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE, BUT NOT BELIMITED TO, SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALLREMAIN OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT APPROVAL BY THECITY.16.SHORING FOR BUILDING EXCAVATION MAY BE USED AT THE DISCRETION OF THE CONTRACTOR AND ASAPPROVED BY THE OWNERS REPRESENTATIVE AND THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.17.STAGING, DEMOLITION, AND CLEAN-UP AREAS SHALL BE WITHIN THE PROPERTY LIMITS AS SHOWN ON THEDRAWINGS AND MAINTAINED IN A MANNER AS REQUIRED BY THE CITY.18.ALL EXISTING SITE TRAFFIC/REGULATORY SIGNAGE TO BE INVENTORIED AND IF REMOVED FOR CONSTRUCTIONSHALL BE RETURNED TO LGU.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL"(651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THECONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NOCOST TO THE OWNER.CITY OF ST. ANTHONY REMOVAL NOTES:1.RESERVED FOR CITY SPECIFIC REMOVAL NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:DL1TREE PROTECTIONN T S25'DRIPLINE WIDTHFURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.POSTS AND FENCINGEXTEND FENCE 25'BEYOND DRIPLINEWHERE POSSIBLETREE PROTECTION SIGN, TYP.TREE DRIPLINE, ORCONSTRUCTION LIMITS23 28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.090.2 4.37.412.9 12.6SignConcrete WalkConcrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding OverhangBrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(A Public R/W)(Width Varies)East line of the West 395 feet of the Northwest 1/4 of Sec. 7, Twp. 29, Rng. 23 East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Brick BuildingBuilding Corner liesEast of Property LineGuard RailSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGR12.0'R 3 . 0 ' R 1 2 . 0 'R12.0'R1 2 . 0 'R3.0'R 3 . 0 ' R 3 . 0 'R3.0'R3.0'R10.0'8 STALLS @ 9' = 72.0'13 STALLS @ 9' = 117.0' 4 STALLS @ 9' = 36.0'4 STALLS @ 9' = 36.0'6 STALLS @ 9 ' = 54 .0 '9 STALLS @ 9' = 81.0'4 STALLS @ 9' = 36.0'7 STALLS @ 9' = 63.0'24.0 '12.0'5.0'15.0'30.0'69.8'50.9'19.0'VACATE SANITARYSEWER EASEMENTR6.0'R 3 . 0 ' R15. 0 '5.0'5.0'5.0'BIT. PVMT.,TYPACCESSIBLEPARKINGSTALL W/STRIPING& SIGNAGERECONSTRUCTCURB & GUTTERFOLLOWINGDRIVEWAY APRONREMOVALRECONSTRUCTSIDEWALK, SEEGRADES, MATCHEXISTINGPAVEMENTSECTION &SCORING PATTERNRECONSTRUCTCURB & GUTTERFOLLOWINGDRIVEWAY APRONREMOVALB612 CURB &GUTTER, TYP.DRAINAGE CURBCUT, SEE GRADINGCONCRETESIDEWALK, TYP.PEDESTRIANRAMP PERADAREQUIREMENTSACCESSIBLE ROUTEARROW. DO NOT PAINT,FOR CODE REVIEW ONLY,TYP.CONSTRUCTION LIMITS(4) INVERTED 'U' BIKE RACKS,SURFACE MOUNTED, COORD.W/ OWNER FORMANUFACTURER AND FINISH.FUTURECONNECTION POINTTO ADJACENTPROPERTY, DO NOTCONSTRUCT(2) PROOF OFPARKING STALLS,DO NOTCONSTRUCT9.0 ' TYP .ABOVEGROUND FILTRATIONBASINEOF=932.15BOTTOM=929.50100-YR HWL=931.40±SEE GRADING, UTILITIES ANDLANDSCAPE PLANSDECORATIVE PAVERWALKWAYSEGMENTEDCHILTON RETAININGWALL, SEE GRADINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC2.0SITE PLAN. .. .. .. .. .. .SITE AREA TABLE:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.CONTRACTOR SHALL VERIFY LOCATIONS AND LAYOUT OF ALL SITE ELEMENTS PRIOR TO BEGINNING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO, LOCATIONS OF EXISTING AND PROPOSED PROPERTY LINES, EASEMENTS, SETBACKS,UTILITIES, BUILDINGS AND PAVEMENTS. CONTRACTOR IS RESPONSIBLE FOR FINAL LOCATIONS OF ALL ELEMENTS FOR THESITE. ANY REVISIONS REQUIRED AFTER COMMENCEMENT OF CONSTRUCTION, DUE TO LOCATIONAL ADJUSTMENTS SHALL BECORRECTED AT NO ADDITIONAL COST TO OWNER. ADJUSTMENTS TO THE LAYOUT SHALL BE APPROVED BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF MATERIALS. STAKE LAYOUT FOR APPROVAL.3.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, INCLUDING A RIGHT-OF-WAY ANDSTREET OPENING PERMIT.4.THE CONTRACTOR SHALL VERIFY RECOMMENDATIONS NOTED IN THE GEO TECHNICAL REPORT PRIOR TO INSTALLATION OFSITE IMPROVEMENT MATERIALS.5.CONTRACTOR SHALL FIELD VERIFY COORDINATES AND LOCATION DIMENSIONS OF THE BUILDING AND STAKE FOR REVIEWAND APPROVAL BY THE OWNERS REPRESENTATIVE PRIOR TO INSTALLATION OF FOOTING MATERIALS.6.LOCATIONS OF STRUCTURES, ROADWAY PAVEMENTS, CURBS AND GUTTERS, BOLLARDS, AND WALKS ARE APPROXIMATE ANDSHALL BE STAKED IN THE FIELD, PRIOR TO INSTALLATION, FOR REVIEW AND APPROVAL BY THE ENGINEER/LANDSCAPEARCHITECT.7.CURB DIMENSIONS SHOWN ARE TO FACE OF CURB. BUILDING DIMENSIONS ARE TO FACE OF CONCRETE FOUNDATION.LOCATION OF BUILDING IS TO BUILDING FOUNDATION AND SHALL BE AS SHOWN ON THE DRAWINGS.8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR SAMPLES AS SPECIFIED FOR REVIEW AND APPROVAL BY THEENGINEER/LANDSCAPE ARCHITECT PRIOR TO FABRICATION FOR ALL PREFABRICATED SITE IMPROVEMENT MATERIALS SUCHAS, BUT NOT LIMITED TO THE FOLLOWING, FURNISHINGS, PAVEMENTS, WALLS, RAILINGS, BENCHES, FLAGPOLES, LANDINGPADS FOR CURB RAMPS, AND LIGHT AND POLES. THE OWNER RESERVES THE RIGHT TO REJECT INSTALLED MATERIALS NOTPREVIOUSLY APPROVED.9.PEDESTRIAN CURB RAMPS SHALL BE CONSTRUCTED WITH TRUNCATED DOME LANDING AREAS IN ACCORDANCE WITH A.D.A.REQUIREMENTS-SEE DETAIL.10.CROSSWALK STRIPING SHALL BE 24" WIDE WHITE PAINTED LINE, SPACED 48" ON CENTER PERPENDICULAR TO THE FLOW OFTRAFFIC. WIDTH OF CROSSWALK SHALL BE 5' WIDE. ALL OTHER PAVEMENT MARKINGS SHALL BE WHITE IN COLOR UNLESSOTHERWISE NOTED OR REQUIRED BY ADA OR LOCAL GOVERNING BODIES.11.SEE SITE PLAN FOR CURB AND GUTTER TYPE. TAPER BETWEEN CURB TYPES-SEE DETAIL.12.ALL CURB RADII ARE MINIMUM 3' UNLESS OTHERWISE NOTED.13.CONTRACTOR SHALL REFER TO FINAL PLAT FOR LOT BOUNDARIES, NUMBERS, AREAS AND DIMENSIONS PRIOR TO SITEIMPROVEMENTS.14.FIELD VERIFY ALL EXISTING SITE CONDITIONS, DIMENSIONS.15.PARKING IS TO BE SET PARALLEL OR PERPENDICULAR TO EXISTING BUILDING UNLESS NOTED OTHERWISE.16.ALL PARKING LOT PAINT STRIPPING TO BE WHITE, 4" WIDE TYP.17.BITUMINOUS PAVING TO BE "LIGHT DUTY" UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS FOR PAVEMENT SECTIONS.18.ALL TREES THAT ARE TO REMAIN ARE TO BE PROTECTED FROM DAMAGE WITH A CONSTRUCTION FENCE AT THE DRIP LINE.SEE LANDSCAPE DOCUMENTS.19.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACEANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.SITE LAYOUT NOTES:SITE PLAN LEGEND:TRAFFIC DIRECTIONAL ARROW PAVEMENT MARKINGS(IF APPLICABLE)CITY OF ST. ANTHONY SITE SPECIFIC NOTES:SIGN AND POST ASSEMBLY (IF APPLICABLE).SHOP DRAWINGS REQUIRED.HC = ACCESSIBLE SIGNNP = NO PARKING FIRE LANEST = STOPCP = COMPACT CAR PARKING ONLY01" = 20'-0"20'-0"10'-0"N1.RESERVED FOR CITY SPECIFIC NOTES.Know what'sbelow.before you dig.CallRCONCRETE PAVEMENT (IF APPLICABLE) ASSPECIFIED (PAD OR WALK) SEE GEOTECHNICALREPORT FOR AGGREGATE BASE & CONCRETEDEPTHS, SEE DETAIL.PROPERTY LINECURB AND GUTTER-SEE NOTES (T.O.) TIP OUTGUTTER WHERE APPLICABLE-SEE PLANLIGHT DUTY BITUMINOUS PAVEMENT (IF APPLICABLE).SEE GEOTECHNICAL REPORT FOR AGGREGATE BASE& WEAR COURSE DEPTH, SEE DEATIL.CONSTRUCTION LIMITSTOACCESSIBILITY ARROW (IF APPLICABLE) DO NOTPAINT.OPERATIONAL NOTES:SNOW REMOVALALL SNOW SHALL BE STORED ON-SITE OUTSIDEPARKING LOT. WHEN FULL, MANAGEMENT CO.SHALL REMOVE EXCESS OF-SITETRASH REMOVAL:TRASH SHALL BE PLACED IN EXTERIOR TRASHAREA AND REMOVED BY MANAGEMENT CO.WEEKLY.DELIVERIES:DELIVERIES SHALL OCCUR AT THE FRONTDOOR VIA STANDARD COMMERCIAL DELIVERYVEHICLES (UPS, FED-EX, USPS).PARKING TABLE:24 28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.090.2 4.37.412.9 12.6SignConcrete WalkConcrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding OverhangBrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 395 feet of the Northwest 1/4 of Sec. 7, Twp. 29, Rng. 23 East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Brick BuildingBuilding Corner liesEast of Property LineGuard Rail48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGCONSTRUCTION LIMITSCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC3.0GRADING PLAN. .. .. .. .. .. .1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.SEE SITE PLAN FOR HORIZONTAL LAYOUT & GENERAL GRADING NOTES.3.THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION (INCLUDING BUT NOT LIMITED TO SITEPREPARATION, SOIL CORRECTION, EXCAVATION, EMBANKMENT, ETC.) IN ACCORDANCE WITH THE REQUIREMENTS OF THEOWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER.4.GRADING AND EXCAVATION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL POLLUTION DISCHARGEELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS & PERMIT REQUIREMENTS OF THE CITY.5.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.6.PROPOSED SPOT GRADES ARE FLOW-LINE FINISHED GRADE ELEVATIONS, UNLESS OTHERWISE NOTED.7.GRADES OF WALKS SHALL BE INSTALLED WITH 5% MAX. LONGITUDINAL SLOPE AND 1% MIN. AND 2% MAX. CROSS SLOPE,UNLESS OTHERWISE NOTED.8.PROPOSED SLOPES SHALL NOT EXCEED 3:1 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. MAXIMUM SLOPES INMAINTAINED AREAS IS 4:19.PROPOSED RETAINING WALLS, FREESTANDING WALLS, OR COMBINATION OF WALL TYPES GREATER THAN 4' IN HEIGHTSHALL BE DESIGNED AND ENGINEERED BY A REGISTERED RETAINING WALL ENGINEER. DESIGN DRAWINGS SHALL BESUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF GRADE STAKES THROUGHOUT THE DURATION OFCONSTRUCTION TO ESTABLISH PROPER GRADES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A FINAL FIELDCHECK OF FINISHED GRADES ACCEPTABLE TO THE ENGINEER/LANDSCAPE ARCHITECT PRIOR TO TOPSOIL AND SODDINGACTIVITIES.11.IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIALOFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE.12.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ONTHE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESSTOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THECONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 6 INCHES. RESPREADTOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 6 INCHES.13.FINISHED GRADING SHALL BE COMPLETED. THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITHUNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS ANDEXISTING GRADES. AREAS THAT HAVE BEEN FINISH GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTIONOPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATEROR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BERESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK.14.PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND/OR PARKING AREASUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THETEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BYTHE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA AREUNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE SOILS ENGINEER. NO TEST ROLL SHALL OCCUR WITHIN 10' OF ANY UNDERGROUND STORM RETENTION/DETENTIONSYSTEMS.15. TOLERANCES15.1.THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.30 FOOT ABOVE, OR 0.30FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE.15.2.THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOTABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE.15.3.AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIREDELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER.15.4.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS.16.MAINTENANCE16.1.THE CONTRACTOR SHALL PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION, AND KEEP AREA FREE OFTRASH AND DEBRIS.16.2.CONTRACTOR SHALL REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED AND RUTTED AREAS TO SPECIFIEDTOLERANCES. DURING THE CONSTRUCTION, IF REQUIRED, AND DURING THE WARRANTY PERIOD, ERODED AREASWHERE TURF IS TO BE ESTABLISHED SHALL BE RESEEDED AND MULCHED.16.3.WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSEWEATHER, CONTRACTOR SHALL SCARIFY, SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TOFURTHER CONSTRUCTION.GENERAL GRADING NOTES:1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSGROUNDWATER INFORMATION:CITY OF ST. ANTHONY GRADING NOTES:1.RESERVED FOR CITY SPECIFIC GRADING NOTES.SEE SWPPP ON SHEETS SW1.0 - SW1.5EROSION CONTROL NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOPER GEOTECHNICAL REPORT BY XXXXX, INC., DATED XX-XX-XX GROUNDWATER WASOBSERVED AT ELEVATIONS RANGING FROM XXX.XX TO XXX.XXTHE BORINGS & GROUNDWATER ARE AS FOLLOWS:SB-1XXX.XXSB-2XXX.XXSB-3XXX.XXSB-4XXX.XXPROPOSED FOOTING DRAIN TILE INVERT ELEVATION = XXX.XXSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTS25 28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.090. 2 4.37.412.9 12.6SignConcret e W a l k Concrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding Overha n gBrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Building Corner liesSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 Gu a r d R a i l 48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGCONSTRUCTION LIMITSALL FINAL UTILITY SIZES, MATERIALS,LOCATION, AND CONNECTIONS TO BEVERIFIED BY A MECHANICAL ENGINEERAND COORDINATED WITH CIVIL PRIORTO CONSTRUCTION.23 LF 8" PVC SCH.40 SANITARYSERVICE @ 2.00%STMH 1RE=930.00IE=922.86236 LF 15" RCP @ 0.25%103 LF 12" RCP @ 0.25%CONNECT TO EXISTING CB W/ 12"RCP AT EXISTING ORIFICEEX. IE=922.60 (FIELD VERIFY)STMH 2ARE=932.50±IE(N/E)=923.45IE (SE)=926.90OUTLET CONTROL STRUCTURE 4RE=932.00±IE (N, 12")=926.45IE (N, 6" DT)=923.75IE (W, 12" HDPE)=923.75UNDERGROUND FILTRATION SYSTEM 1PRINSCO HS75 CHAMBERS & HS75 SEDIMENT ROW58.5' X 123.56' FOOTPRINT (INCL. 12" SIDE AND END STONE)6" STONE BASE AND COVER WITH 18" SAND FILTER BELOW BASE6" PERFORATED DRAINTILE TO BE INSTALLED AT BOTTOM OF SANDFILTER UNDER EVERY OTHER CHAMBER ROWTOP STONE COVER = 928.73TOP HS75 CHAMBER = 928.2312" OUTLET IE = 926.45IE HS75 CHAMBER = 925.75IE STONE BASE = 925.25IE SAND FILTER & 6" PERF. DRAINTILE = 923.75100-YR HWL=927.52LINE ENTIRE SYSTEM WITH 40 MIL IMPERMEABLE LINERSHOP DRAWINGS REQ'DSTMH 11RE=930.00±IE=CONNECTIONTO CHAMBERSIE (E)=925.7525 LF 12" HDPE @0.92%CBMH 12RE=929.90IE (12")=925.86IE (DT)=928.84SUMP IE=921.86INSTALL PRESERVER OREQUAL120 LF 12" HDPE @0.25%CBMH 13RE=928.46IE (10",12")=926.16IE (DT)=927.4050 LF 10" PVC SDR35 @ 1.00%CB 14RE=929.26IE (10")=926.66IE (DT)=928.20STUB 12" PVC SCH.40 TO 5' FROMBUILDING, COORD.W/ MECH'LSTUB IE=927.36BLDG. IE=927.4612" INLET=926.0068 LF 12" PVC SCH.40 @ 2.00%CONNECT TO EXISTINGSANITARY SERVICE STUB.FIELD VERIFY MATERIAL,INVERT, SIZE ANDCONDITION PRIOR TOINSTALLATION OF SERVICE.REPORT FINDINGS TOENGINEER.STUB 8" SANITARYSERVICE TO 5'FROM BUILDING,COORD. W/ MECH'L.WET TAP 8"COMBINED WATERSERVICE TO EX. 48"WATER MAIN,COORD. W/ CITY8" DIP COMBINEDFIRE & DOMESTICWATER SERVICESTUB WATERSERVICE TO 5' FROMBUILDING, COORDW/ MECH'L.CONTRACTOR SHALL SAWCUT &REMOVE PUBLIC PVMTS., CURBS, ANDWALKS FOR INSTALLATION OF UTILITIES.UPON COMPLETION OF UTILITY WORK,REPLACE ALL MATERIAL, IN KIND, ANDTO CITY STANDARD AND APPROVALREMOVE ALL EXISTINGUTILITY SERVICES PERUTILITY COMPANY AND CITYSTANDARDSALL UNUSED EXISTING WATERSERVICES WITHIN THE PROPOSEDPROPERTY LIMITS SHALL BE REMOVEDAND ABANDONED BACK TO THE MAINPER CITY OF MINNEAPOLIS AND/ORCITY OF ST. ANTHONY STANDARDSCUT OFF, PLUG AND ABANDON UNUSEDEXISTING SANITARY SERVICES AT RIGHTOF WAY LINE PER CITY STANDARDS.FIELD VERIFYEXISTANCE OFSANTIARY SEWERIN THIS CORRIDOR.VACATE SANITARYSEWER EASEMENTIF LINE IS NOTPRESENTSEDIMENT ROWCONTRACTOR SHALL FIELD VERIFYAND COORDINATE ALL SMALLUTILITIES. NOTIFY ENGINEERIMMEDIATELY OF ANY CONFLICTS.OUTLET CONTROL STRUCTURE 3RE=931.00 (SKIMMER PLATE)IE (NW)=927.00IE (6" DT)=928.006" PERF. PVC DRAINTILE @ 0.00%IE=928.00INSTALL AT BASE OF SAND LAYER113 LF 12" HDPE @ 0.27%Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC4.0UTILITY PLAN. .. .. .. .. .. .GENERAL UTILITY NOTES:UTILITY LEGEND:CITY OF ST. ANTHONY UTILITY NOTES:1.RESERVED FOR CITY SPECIFIC UTILITY NOTES.01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAP1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONECALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TOCONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY UTILITIES THAT AREDAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2. SEE SITE PLAN FOR HORIZONTAL DIMENSIONS AND LAYOUT.3. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES ANDTOPOGRAPHIC FEATURES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELYNOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS.4. UTILITY INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION" AND "SANITARY SEWER ANDSTORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OFMINNESOTA (CEAM), AND SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY AND THEPROJECT SPECIFICATIONS.5. CASTINGS SHALL BE SALVAGED FROM STRUCTURE REMOVALS AND RE-USED OR PLACED AT THEDIRECTION OF THE OWNER.6. ALL WATER PIPE SHALL BE CLASS 52 DUCTILE IRON PIPE (DIP) AWWA C151, ASME B16.4, AWWAC110, AWWA C153 UNLESS OTHERWISE NOTED.7. ALL SANITARY SEWER SHALL BE SDR 26 POLYVINYL CHLORIDE (PVC) ASTM D3034 & F679, OR SCH40 ASTM D1785, 2665, ASTM F794, 1866) UNLESS OTHERWISE NOTED.8. ALL STORM SEWER PIPE SHALL BE HDPE ASTM F714 & F2306 WITH ASTM D3212 SPEC FITTINGSUNLESS OTHERWISE NOTED.9. PIPE LENGTHS SHOWN ARE FROM CENTER TO CENTER OF STRUCTURE OR TO END OF FLAREDEND SECTION.10. UTILITIES ON THE PLAN ARE SHOWN TO WITHIN 5' OF THE BUILDING FOOTPRINT. THECONTRACTOR IS ULTIMATELY RESPONSIBLE FOR THE FINAL CONNECTION TO BUILDING LINES.COORDINATE WITH ARCHITECTURAL AND MECHANICAL PLANS.11. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCHBASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THISPLAN DO NOT REFLECT SUMPED ELEVATIONS.12. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISENOTED.13. HYDRANT TYPE, VALVE, AND CONNECTION SHALL BE IN ACCORDANCE WITH CITY REQUIREMENTS.HYDRANT EXTENSIONS ARE INCIDENTAL.14. A MINIMUM OF 8 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISENOTED. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18" VERTICALSEPARATION TO SANITARY OR STORM SEWER LINES. EXTRA DEPTH WATERMAIN IS INCIDENTAL.15. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATIONIS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED.16. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE IN ACCORDANCE WITH CITY STANDARDS ANDCOORDINATED WITH THE CITY PRIOR TO CONSTRUCTION.17.CONNECTIONS TO EXISTING STRUCTURES SHALL BE CORE-DRILLED.18. COORDINATE LOCATIONS AND SIZES OF SERVICE CONNECTIONS WITH THE MECHANICALDRAWINGS.19. COORDINATE INSTALLATION AND SCHEDULING OF THE INSTALLATION OF UTILITIES WITHADJACENT CONTRACTORS AND CITY STAFF.20. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THECITY. ALL PAVEMENT CONNECTIONS SHALL BE SAWCUT. ALL TRAFFIC CONTROLS SHALL BEPROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THEMINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THISSHALL INCLUDE BUT NOT BE LIMITED TO SIGNAGE, BARRICADES, FLASHERS, AND FLAGGERS ASNEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURESSHALL BE PERMITTED WITHOUT APPROVAL BY THE CITY.21. ALL STRUCTURES, PUBLIC AND PRIVATE, SHALL BE ADJUSTED TO PROPOSED GRADES WHEREREQUIRED. THE REQUIREMENTS OF ALL OWNERS MUST BE COMPLIED WITH. STRUCTURES BEINGRESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING.22. CONTRACTOR SHALL COORDINATE ALL WORK WITH PRIVATE UTILITY COMPANIES.23. CONTRACTOR SHALL COORDINATE CONNECTION OF IRRIGATION SERVICE TO UTILITIES.COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES NECESSARY AS TO NOT IMPACTINSTALLATION OF UTILITIES.24. CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMITTHESE PLANS TO ENGINEER UPON COMPLETION OF WORK.25.ALL JOINTS AND CONNECTIONS IN STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT.APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TOMANHOLES, CATCHBASINS, OR OTHER STRUCTURES.26.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING ORWATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MN RULES, CHAPTER 4714,SECTION 1109.0.27.FOR ALL SITES LOCATED IN CLAY SOIL AREAS, DRAIN TILE MUST BE INSTALLED AT ALL LOW POINTCATCH BASINS 25' IN EACH DIRECTION. SEE PLAN AND DETAIL. INSTALL LOW POINT DRAIN TILEPER PLANS AND GEOTECHNICAL REPORT RECOMMENDATIONS AND REQUIREMENTS.26 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC5.0CIVIL DETAILS. .. .. .. .. .. .6"8"12"13 1/2"6"1/2" RADIUSFINISHED GRADE3" RADIUS CORNERS1:3 BATTER SLOPE GUTTER3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPONSOIL CONDITIONSCLASS V AGGREGATE SUBBASE-SEEBITUMINOUS PAVEMENT DETAIL (6" MIN.)FINISHED GRADE0.5% SLOPE-CONSTRUCT WITH REVERSE SLOPEGUTTER (T.O. GUTTER) WHERE THE PAVEMENT SLOPESAWAY FROM CURB. SEE PLANN T SB-612 CONCRETE CURB AND GUTTER7"37"20"FINISHED GRADESLOPE GUTTER 3/4"/1'NOTES:1. INSTALL CONSTRUCTION JOINTS AT 10'-0" O.C. +/-2. BASE DEPTH DEPENDANT UPON SOIL CONDITIONSCONTINUOUS SLOPE CONCRETE CURBAND GUTTERPAVEMENT MATERIALSSEE DETAIL6"6"RIBBON CURBN T S4FINISHED GRADETOOLED CONTROL JOINTSEE DETAIL (TYP.)LIGHT BROOM FINISH PERPENDICULAR TOTRAFFIC WITH 3" WIDE SMOOTHTROWELLED EDGE5" CONCRETE AS SPECIFIED6" CLASS 5 AGGREGATE BASECOMPACTED SUBGRADENOTES:1. INSTALLATION SHALL BE CERTIFIED AND IN ACCORDANCE TO AN ON-SITEA.C.I. TECHNICIAN AS SPECIFIED.2. SEE GEO-TECHNICAL RECOMMENDATIONS FOR GROSS WEIGHTREQUIREMENTS.3. SEE LAYOUT DRAWINGS FOR LIMITS OF WALKS.4. SEE CONCRETE JOINT DETAIL FOR REQUIREMENTS.5. 1/2" WIDE EXPANSION JOINT AND SEALANT AT ALL CURBS.CONCRETE WALK/PAD3"2"THIS OCCURS ONLY WHEREMULCH MEETS EDGE OF WALKLEAVE TOP OFMULCH DOWN 1"FROM TOP OF WALKN T S (PRIVATE PROPERTY)68"AS REQUIREDCONCRETE THRUST BLOCKWATERMAINGATE VALVEREFER TO DRAWINGSFOR SIZESVALVE BOXFINISH GRADECOVER SHALL BESTAMPED WITH "WATER"GATE VALVE BOXN T SADJUST TOP TO 1/2" BELOW FINISHEDPAVEMENT GRADE OR 1" BELOW FINISHEDTURF GRADE. SET SO AS TO PROVIDE 12" OFUPWARD ADJUSTMENT.9BENDCROSSTEE45° BENDWYENOTES:1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES.3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED ABOVE, ADJUSTED IFNECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES).4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREASAND BLOCKING DETAILS SHOWN THIS STANDARD DETAIL.5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE SOIL BEARING STRESS OF2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOILBEARING STRESSES, USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARINGSTRESS) X (TABLE VALUE).PLUGGED CROSSPLUGGED CROSSEACH AREA IS 1/2 OFTABULATED AREAPLUGGED TEEPLUG OR CAP1/4" PLYWOODOVER FACEOF BOLTSA1A2NOMINALFITTING SIZE(INCHES)TYE, WYE,PLUG, OR CAP90° BEND,PLUGGEDCROSSTEE PLUGGEDON RUNA1A245°BEND22.5°BEND11.25°BEND41.0 1.4 1.9 1.4 1.0 - -62.1 3.0 4.3 3.0 1.6 1.0 -105.9 8.4 11.8 8.4 4.6 2.6 1.2128.5 12.0 17.0 12.0 6.6 3.4 1.71411.5 16.3 23.0 16.3 8.9 4.6 2.31615.0 21.3 30.0 21.3 11.6 6.0 3.01819.0 27.0 38.0 27.0 14.6 7.6 3.62023.5 33.3 47.0 33.3 18.1 9.4 4.72434.0 48.0 68.0 48.0 26.2 13.6 6.863.8 5.3 7.6 5.4 2.9 1.5 1.0THRUST BLOCKN T S86" PROVIDE INSULATION PER PLAN FIELD VERIFY DEPTH 6" 4" 6" (MIN.)NOTES:1. INSULATION BOARD TO BE CLOSED CELL. EXTRUDED POLYSTYRENE FOAM MEETINGASTM 578, TYPE VI, 40PSI COMPRESSING STRENGTH (ASTM D1621) 0.1%MAX. WATERABSORPTION (ASTM C272).2. BACKFILL MATERIAL AROUND INSULATION MUST BE FINE SAND FREE FROM ROOT,ORGANIC MATERIAL, OR OTHER INJURIOUS MATERIALS.3. OVERLAP ALL INSULATION BOARD JOINTS.UTILITY PIPE INSULATION DETAILN T S1'-6" (MIN)PIPE BEDDINGMATERIALBACKFILL MATERIALFINE SAND (FA7)MIN. 2' WIDE BY 4" THICKINSULATION BOARD (USE 2-2"THICK BOARDS). MASTIC ALL JOINTSEXTEND INSULATION BOARD DOWNSIDES TO 7.5' DEPTH.FINISH GRADED I A DIA + 3'UTILITY PIPE10EXTEND POST PAST TOP OF POST10 DEGREE SLOPE1 INCH SILICONE RUBBEROR ASPHALTIC CAULKINGCOMPOUNDFILL ANNULAR SPACE TO 1 INCHFROM TOP WITH SILICA SANDCONCRETE FOOTING AS SPECIFIED6"3'-6"2'-6" 60"-66" FROM PAVEMENT TO BOTTOM OF SIGN 1/2"MATERIAL VARIES-SEE PLANMETAL SIGN ACCORDINGTO MN STATE CODENOTE:1. SIGN SHALL BE AS SPECIFIED.2. VERIFY POST PAINT C0LOR WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.ACCESSIBLE SIGN AND POSTN T S1'-6"6" O.D. GALVANIZED STEEL PIPE PAINTED WITH 1COAT OF APPROPRIATE PRIMER AND TWO COATSSIGN ENAMEL. FILL ANNULAR SPACE WITH GROUT.COVER WITH YELLOW "IDEAL SHIELD" PLASTICCOVER.GREEN POWDER COATED STEEL SQUAREPOST AS SPECIFIED1/4" METAL PLATE WELDED TOBOTTOM OF 6” PIPEGALVANIZED STEEL FASTENER(TYP. OF 2)117.5' MINIMUM 2'FINISHGRADETRAFFIC FLANGE2" ABOVE GRADEHYDRANT, HEIGHT VARIESREFER TO DETAIL7.5' MIN. COVER6" GATE VALVEMECH. JOINTS6" D.I.P. LEADTEE2-3/4" TIE RODS8" CONCRETETHRUST BLOCKS4" x 4" THRUSTBLOCK4" x 4"VERTICALBLOCK1 CU. YD. GRAVEL 3/4"+ COVER WITH POLYETHLENEHYDRANT MARKERFIRE HYDRANTN T S8C5.0751 2"2'-0"1'-0"CONCRETEVALLEYGUTTERMIN. 6" AGGREGATE BASECOURSE TO BEPLACED BY PAVINGCONTRACTOR111'-0" TYP.VALLEY GUTTERN T S7"5HEAVY DUTY BITUMINOUS PAVEMENT8" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)2" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FOR FINALPAVEMENTSECTION.1LIGHT DUTY BITUMINOUS PAVEMENT6" CLASS 5 AGGREGATESUBBASE (MNDOT 3138)2" BASE COURSE (MNDOT 2360 - SPNWB330B)TACK COAT (MNDOT 2357)1.5" WEAR COURSE (MNDOT 2360 - SPWEA340B)COMPACTED SUBGRADE (100% OF STANDARDPROCTOR MAXIMUM DRY DENSITY)N T SNOTE:SECTION IS FORBIDDING PURPOSESONLY. REFER TOGEOTECH FORFINAL PAVEMENTSECTION.227 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC5.1CIVIL DETAILS. .. .. .. .. .. .18"MIN.12"112"27"112"16" O.C.STEPS ON DOWNSTREAM SIDECOVER SHALL BE STAMPED"SANITARY SEWER"BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT, OR POURED 8" SLAB REINFORCED WITH 6" x6" 10/10 MESHPRECAST CONCRETE CONE SECTIONMETAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING,AND ALONG OUTSIDE.316"VARIABLE1'- 8" MAX.CLSLOPE AT 2 IN./FT. (TYP)FLOWRUBBER BOOTFLOWRUBBERBOOTRUBBER GASKET - TYPAT ALL JOINTSGROUT TO 1/2 PIPESLOPE @ 2 IN./FT.(TYP)SANITARY SEWER MANHOLEN T S1VARIES - TYP. 4'FLOWFLOW61"RIM ELEVATION"PRECAST COVER -8" THICKSTEPS - INSTALL ONDOWNSTREAM SIDE@ 16" O.C.PRECAST CONCRETESECTIONGROUT SHELF ANDCHANNELSMETAL SEWER CASTING -REFER TO STRUCTURESCHEDULE FOR TYPEMIN. 2 AND MAX. 5 ADJUSTINGRINGS. GROUT BETWEENRINGS, CASTING, AND ALONGOUTSIDE.STORM SEWER PIPE - SEEUTILITY PLAN FOR LOCATION,INVERT, AND SIZESBASES SHALL BE 8" STANDARDPRECAST WITH 2" LEAN GROUT, ORPOURED 8" SLAB REINFORCED WITH6" x 6" 10/10 MESHRUBBER GASKET -TYP AT ALL JOINTSCATCH BASINN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOCINSTALL DRAINTILE FOR ALL LOWPOINT CATCH BASINS ON CLAYSITES AT PAVEMENT SUBGRADEELEVATION. INSTALL 25' IN EACHDIRECTION, TYP.2MIN. 2 AND MAX. 5 ADJUSTING RINGS.GROUT BETWEEN RINGS, CASTING, ANDALONG OUTSIDE.METAL SEWER CASTING - REFER TOSTRUCTURE SCHEDULE FOR TYPEPRECAST CONCRETE CONE SECTIONBASES SHALL BE 8" STANDARD PRECASTWITH 2" LEAN GROUT, OR POURED 8"SLAB REINFORCED WITH 6" x 6" 10/10MESHCOVER SHALL BE STAMPED"STORM SEWER"STEPS ON DOWNSTREAM SIDEGROUT SHELF AND CHANNELS16" O.C.VARIABLE27"112"VARIABLE 18"MIN.STORM MANHOLEN T SDIMENSIONS FROM BACK OF CURB(BOC) TO CENTER OF PIPE:4' DIA. MH - 9" IN FROM BOC5' DIA. MH - 3" IN FROM BOC6' DIA. MH - 3" BEHIND BOC7' DIA. MH - 9" BEHIND BOC8' DIA. MH - 15" BEHIND BOC3PIPE BEDDING - RCP & DIPN T S4PIPE BEDDING - PVCN T S52148" 6" MIN. 18" MIN.KEY1. TOPSOIL2. FREE DRAINING ANGULAR WASHED STONE 3/4" - 2" PARTICLE SIZE (NON LIMESTONE MATERIAL THATCONTAINS LESS THAN 5% DELETERIOUS MATERIALS).INSTALL TO MIN. 95% STANDARD DENSITY PER AASHTO T99.TYP. SECTION DETAILNTS1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROLDEVICES TO PREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURINGCONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANYUP GRADIENT LAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.AFTER SUBGRADE EXCAVATION BUT PRIOR TO CONSTRUCTION/INSTALLATION OF THESTORMWATER BMP, CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER PERFORMDOUBLE-RING INFILTROMETER TEST. TEST SHALL OCCUR AT BOTTOM OF SUBGRADE ELEVATIONOF STORMWATER BMP (CHAMBERS, INFILTRATION BASINS ETC.) AT LOCATION/LOCATIONSDETERMINED BY THE GEOTECHNICAL ENGINEER ON SITE. REPORT INFILTRATION RATES OFSOILS (NATIVE OR IMPORTED) TO CIVIL ENGINEER PRIOR TO ANY INSTALLATION RELATED TOTHE BMP.5.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TOSETTING FINAL GRADE OF BIORETENTION DEVICE.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.SEED AND MULCH ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT RETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMENATE EROSION CONTROL PRACTICES.10.PLANT AND MULCH SITE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREAIS ADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELYFOLLOWING EXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TOCONTINUING CONSTRUCTION.2.GRADING OF RETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTIONEARTH-MOVING EQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED RETENTION DEPTH (ELEVATION) SHALL BEUNDISTURBED, UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCING12"(TYP)18"12"(TYP)GRADEPAVEMENT/LANDSCAPING/SOD36" DIA. PERF. CMP PIPE.FABRIC WRAP TOP, SIDES AND BOTTOM WITHCONTECH C-40 NON-WOVEN GEOTEXTILESUBDRAIN FILTER MATERIAL - FINE FILTERAGGREGATE PER MNDOT 3149.2J6" PERF. CPP DRAIN TILE PIPE PERMNDOT 3245 WITH FABRIC SOCK.LOCATION AS SHOWN ON THE PLANSUNDERGROUND FILTRATION SYSTEMN T S628 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .29 1 - PN23 - CA23 - AB3 - CI3 - AB21 - PD1 - CA22 - UN1 - QE1 - QE1 - CA1 - UN1 - PSG1 - AB1 - CA21 - CA21 - UN1 - PN1 - PN6 - BB4 - EP21 - PN26 - BB4 - EP21 - PN23 - DL6 - BB4 - EP24 - EP26 - BB10 - PB10 - RG23 - AG21 - CA4 - SH13 - PB15 - RG212 - AB37 - SH3 - QB4 - RG25 - CA42 - PO5 - CA411 - CA43 - PO6 - PO9 - CA41 - PN24 - DL4 - EM7 - SH15 - CA43 - CA47 - PN33 - PB3 - PB3 - CA47 - PN33 - CA4DRY SHORTPRAIRIE SEED MIXLOWER BASINNATIVE SEED MIXNOW MOWSEED MIX, TYP.NOW MOWSEED MIX, TYP.NOW MOWSEED MIX, TYP.18" ROCK MAINTENANCESTRIP, TYP.LANDSCAPE EDGER,TYP.PERENNIAL AND SHRUBBEDS, W/SHREDDEDHARDWOOD MULCH,TYP.NEW CONCRETE WALKSEE CIVIL, TYP.6 - PBFOUR-O-ONE BOULDERS, TYP.CO-ORDINATE WITHLANDSCAPE ARCHITECT FORSIZE AND SHAPE28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.090.2 4.37.412.9 12.6SignConcrete W a l k Concrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding OverhangBrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(A Public R/W)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 395 feet of the Northwest 1/4 of Sec. East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Brick BuildingBuilding Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 Gu a r d R a i l 48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGCONSTRUCTION LIMITSREVISION SUMMARYDATEDESCRIPTIONL1.0LANDSCAPE PLAN. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.10/06/21LANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallRSHREDDED CEDAR MULCH IN ALL PERENNIAL SHRUB BEDS,AND AROUND ALL TREES, SAMPLES REQUIREDPROVIDE EDGING AS SHOWN ON PLANEDGINGDECORATIVE BOULDERS (FOUR-O-ONE), 18"-36" DIA.LEGEND1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT "GOPHER STATE ONE CALL" (651-454-0002 OR800-252-1166) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.2.WHERE SHOWN, SHRUB & PERENNIAL BEDS SHALL BE MULCHED WITH 4" DEPTH (MINIMUM AFTER INSTALLATION AND/ORTOP DRESSING OPERATIONS) OF SHREDDED CEDAR MULCH.3.ALL TREES SHALL BE MULCHED WITH SHREDDED CEDAR MULCH TO OUTER EDGE OF SAUCER OR TO EDGE OF PLANTINGBED, IF APPLICABLE. ALL MULCH SHALL BE KEPT WITHIN A MINIMUM OF 2" FROM TREE TRUNK.4.IF SHOWN ON PLAN, RANDOM SIZED LIMESTONE BOULDERS COLOR AND SIZE TO COMPLIMENT NEW LANDSCAPING.OWNER TO APPROVE BOULDER SAMPLES PRIOR TO INSTALLATION.5.PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OFHARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFIGURATION. CONTRACTOR IS RESPONSIBLE FOR MAINTAININGPLUMPNESS OF PLANT MATERIAL FOR DURATION OF ACCEPTANCE PERIOD.6.UPON DISCOVERY OF A DISCREPANCY BETWEEN THE QUANTITY OF PLANTS SHOWN ON THE SCHEDULE AND THEQUANTITY SHOWN ON THE PLAN, THE PLAN SHALL GOVERN.7.CONDITION OF VEGETATION SHALL BE MONITORED BY THE LANDSCAPE ARCHITECT THROUGHOUT THE DURATION OFTHE CONTRACT. LANDSCAPE MATERIALS PART OF THE CONTRACT SHALL BE WARRANTED FOR ONE (1) FULL GROWINGSEASONS FROM SUBSTANTIAL COMPLETION DATE.8.ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL RECEIVE 4" LAYER TOPSOIL AND SOD AS SPECIFIEDUNLESS OTHERWISE NOTED ON THE DRAWINGS.9.COORDINATE LOCATION OF VEGETATION WITH UNDERGROUND AND OVERHEAD UTILITIES, LIGHTING FIXTURES, DOORSAND WINDOWS. CONTRACTOR SHALL STAKE IN THE FIELD FINAL LOCATION OF TREES AND SHRUBS FOR REVIEW ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.10.ALL PLANT MATERIALS SHALL BE WATERED AND MAINTAINED UNTIL ACCEPTANCE.11.REPAIR AT NO COST TO OWNER ALL DAMAGE RESULTING FROM LANDSCAPE CONTRACTOR'S ACTIVITIES.12.SWEEP AND MAINTAIN ALL PAVED SURFACES FREE OF DEBRIS GENERATED FROM LANDSCAPE CONTRACTOR'SACTIVITIES.13.REPAIR AT NO COST TO THE OWNER IRRIGATION SYSTEM DAMAGED FROM LANDSCAPE CONSTRUCTION ACTIVITIES.14.PROVIDE SITE WIDE IRRIGATION SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE FULLY PROGRAMMABLE ANDCAPABLE OF ALTERNATE DATE WATERING. THE SYSTEM SHALL PROVIDE HEAD TO HEAD OR DRIP COVERAGE AND BECAPABLE OF DELIVERING ONE INCH OF PRECIPITATION PER WEEK. SYSTEM SHALL EXTEND INTO THE PUBLICRIGHT-OF-WAY TO THE EDGE OF PAVEMENT/BACK OF CURB.15.CONTRACTOR SHALL SECURE APPROVAL OF PROPOSED IRRIGATION SYSTEM INLCUDING PRICING FROM OWNER, PRIORTO INSTALLATION.1.ENTIRE SITE SHALL BE FULLY IRRIGATED. THE CONTRACTOR SHALL SUBMIT IRRIGATION SHOP DRAWINGS FOR REVIEWAND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.2.SEE MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS FOR IRRIGATION WATER, METER, AND POWERCONNECTIONS.3.CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND/ABOVE GROUND FACILITIES PRIOR TO ANYEXCAVATION/INSTALLATION. ANY DAMAGE TO UNDERGROUND/ABOVE GROUND FACILITIES SHALL BE THERESPONSIBILITY OF THE CONTRACTOR AND COSTS ASSOCIATED WITH CORRECTING DAMAGES SHALL BE BORNEENTIRELY BY THE CONTRACTOR.4.SERVICE EQUIPMENT AND INSTALLATION SHALL BE PER LOCAL UTILITY COMPANY STANDARDS AND SHALL BE PERNATIONAL AND LOCAL CODES. EXACT LOCATION OF SERVICE EQUIPMENT SHALL BE COORDINATED WITH THELANDSCAPE ARCHITECT OR EQUIVALENT AT THE JOB SITE.5.CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY COMPANY FOR THE PROPOSED ELECTRICAL SERVICE ANDMETERING FACILITIES.6.IRRIGATION WATER LINE CONNECTION SIZE IS 1-12" AT BUILDING. VERIFY WITH MECHANICAL PLANS.COVAGE.7.ALL MAIN LINES SHALL BE 18" BELOW FINISHED GRADE.8.ALL LATERAL LINES SHALL BE 12" BELLOW FINISHED GRADE.9.ALL EXPOSED PVC RISERS, IF ANY, SHALL BE GRAY IN COLOR.10.CONTRACTOR SHALL LAY ALL SLEEVES AND CONDUIT AT 2'-0" BELOW THE FINISHED GRADE OF THE TOP OF PAVEMENT.EXTEND SLEEVES TO 2'-0" BEYOND PAVEMENT.11.CONTRACTOR SHALL MARK THE LOCATION OF ALL SLEEVES AND CONDUIT WITH THE SLEEVING MATERIAL "ELLED" TO2'-0" ABOVE FINISHED GRADE AND CAPPED.12.FABRICATE ALL PIPE TO MANUFACTURE'S SPECIFICATIONS WITH CLEAN AND SQUARE CUT JOINTS. USE QUALITY GRADEPRIMER AND SOLVENT CEMENT FORMULATED FOR INTENDED TYPE OF CONNECTION.13.BACKFILL ALL TRENCHES WITH SOIL FREE OF SHARP OBJECTS AND DEBRIS.14.ALL VALVE BOXES AND COVERS SHALL BE BLACK IN COLOR.15.GROUP VALVE BOXES TOGETHER FOR EASE WHEN SERVICE IS REQUIRED. LOCATE IN PLANT BED AREAS WHENEVERPOSSIBLE.16.IRRIGATION CONTROLLER LOCATION SHALL BE VERIFIED ON-SITE WITH OWNER'S REPRESENTATIVE.17.CONTROL WIRES: 14 GAUGE DIRECT BURIAL, SOLID COPPER IRRIGATION WIRE. RUN UNDER MAIN LINE. USEMOISTURE-PROOF SPLICES AND SPLICE ONLY AT VALVES OR PULL BOXES. RUN SEPARATE HOT AND COMMON WIRE TOEACH VALVE AND ONE (1) SPARE WIRE AND GROUND TO FURTHEST VALVE FROM CONTROLLER. LABEL OR COLOR CODEALL WIRES.18.AVOID OVER SPRAY ON BUILDINGS, PAVEMENT, WALLS AND ROADWAYS BY INDIVIDUALLY ADJUSTING RADIUS OR ARCON SPRINKLER HEADS AND FLOW CONTROL ON AUTOMATIC VALVE.19.ADJUST PRESSURE REGULATING VALVES FOR OPTIMUM PRESSURE ON SITE.20.USE SCREENS ON ALL HEADS.21.A SET OF AS-BUILT DRAWINGS SHALL BE MAINTAINED ON-SITE AT ALL TIMES IN AN UPDATED CONDITION.22.ALL PIPE 3" AND OVER SHALL HAVE THRUST BLOCKING AT EACH TURN.23.ALL AUTOMATIC REMOTE CONTROL VALVES WILL HAVE 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL UNDERNEATHVALVE AND VALVE BOX. GRAVEL SHALL EXTENT 3" BEYOND PERIMETER OF VALVE BOX.24.THERE SHALL BE 3" MINIMUM SPACE BETWEEN BOTTOM OF VALVE BOX COVER AND TOP OF VALVE STRUCTURE.IRRIGATION NOTES:PLAN NOTES:1.SEE SHEET L1.1 FOR PLANT SCHEDULE2.SEE SHEET L1.1 FOR PLANTING DETAILS30 TREESQTYCOMMON / BOTANICAL NAMECONTNATIVEPOLLINATOR FRIENDLYPSG1Princeton Sentry Gingko / Ginkgo biloba `Princeton Sentry`2.5" Cal. B&BQB3Swamp White Oak / Quercus bicolor2.5" Cal. B&B YQE2Northern Pin Oak / Quercus ellipsoidalis2.5" Cal. B&B YUN4New Horizon American Elm / Ulmus americana `New Horizon`2.5" Cal. B&B YEVERGREEN TREESQTYCOMMON / BOTANICAL NAMECONTNATIVEPOLLINATOR FRIENDLYAB23Tyler Blue Balsam Fir / Abies balsamea 'Tyler Blue'#7 CONTAB4Blue Cloak White Fir / Abies concolor 'Blue Cloak'#20 CONT. YPD1Black Hills Spruce / Picea glauca `Densata`6` B&B YPN2North Star Spruce / Picea glauca `North Star`#10 CONT YORNAMENTAL TREESQTYCOMMON / BOTANICAL NAMECONTNATIVEPOLLINATOR FRIENDLYAG23Autumn Brilliance Serviceberry / Amelanchier x grandiflora `Autumn Brilliance`#20 CLUMP Y YCA26Blue Beech / Carpinus caroliniana2" Cal. B&B YCA2Pagoda Dogwood / Cornus alternifolia1.5" Cal. B&B YCI3Thornless Cockspur Hawthorn / Crataegus crus-galli inermis1.5" Cal. B&B YSHRUBSQTYCOMMON / BOTANICAL NAMESIZENATIVEPOLLINATOR FRIENDLYCA454 Baton Rouge Dogwood / Cornus alba 'Minbat' TM#5 CONT Y YDL7Dwarf Bush Honeysuckle / Diervilla lonicera#5 CONT Y YPO11Dart`s Gold Ninebark / Physocarpus opulifolius `Dart`s Gold`#2 CONT Y YPN24Bird`s Nest Spruce / Picea abies `Nidiformis`#5 CONT YPB35Sand Cherry / Prunus besseyi#5 CONT Y YRG229 Gro-Low Fragrant Sumac / Rhus aromatica `Gro-Low`#5 CONT YGRASSESQTYCOMMON / BOTANICAL NAMESIZENATIVEPOLLINATOR FRIENDLYAB312Blackhawks Big Bluestem / Andropogon gerardii 'Blackhawks'#1 CONT YBB24 Blonde Ambition Blue Grama / Bouteloua gracilis `Blonde Ambition`#1 CONT YPN314Northwind Switch Grass / Panicum virgatum `North Wind`#1 CONT YSH18Prairie Dropseed / Sporobolus heterolepis#1 CONT YPERENNIALSQTYCOMMON / BOTANICAL NAMESIZENATIVEPOLLINATOR FRIENDLYEM4Magnus Purple Coneflower / Echinacea purpurea `Magnus`#1 CONT Y YEP216PowWow White Coneflower / Echinacea purpurea `PAS702918` TM#1 CONT Y YGROUND COVERSQTYCOMMON / BOTANICAL NAMESIZE1,281 sf Shooting Star Dry Short Parairie Mix / Dry Short Prairie Seed MixSeed MixShooting Star Native Seed: Dry Short Prairie Seed Mix.1,924 sf Lower Basin Native Seed MixSeed MixMNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)38,762 sf Shooting Star No Mow Fine Fescue Mix / No MowSeed MixSeed Mix677 sf Rock Maintanence Strip / Rock Maintanence StripMulch1" River rock over filter fabric, include edging as shown & needed. See detail.778 sf Blue Grass Based / SodSodCommercial grade, locally grown, "Big Roll" preferredPLANT SCHEDULEREVISION SUMMARYDATEDESCRIPTIONL1.1LANDSCAPE PLANNOTES & DETAILS. .. .. .. .. .. .Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N24904Patrick J. SarverLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED LANDSCAPE ARCHITECT UNDERTHE LAWS OF THE STATE OF MINNESOTA.10/06/21FACE OF BUILDING, WALL, OR STRUCTUREMIN. 3" LAYER OF ROCK MULCH AS SPECIFIED. PROVIDE SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATIONFINISHED GRADECOMPACTED SUBGRADEWATER PERMEABLE GEOTEXTILE FABRIC AS SPECIFIED18" - VERIFY W/ PLANAGGREGATE MAINTANENCE STRIPN T SSTAKED LANDSCAPE EDGER AS SPECIFIED, SEE MANUFACTURER'SINSTRUCTIONS AND SPECS. FOR INSTALLATION AND PLACEMENTSLOPE - MIN. 2%, MAX. 5:1VERIFY W/ GRADING PLAN1Know what'sbelow.before you dig.CallRPERENNIAL BED PLANTINGN T SPLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT STEMBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.SIZE VARIESSEE LANDSCAPE PLANMODIFY EXCAVATION BASED ON LOCATION OF PLANTMATERIAL AND DESIGN OF BEDS OR OVERALL PLANTPLACEMENT4DECIDUOUS & CONIFEROUS SHRUB PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL SHAPE FOR SPECIES)PLANT TOP OF ROOTBALL 1-2" ABOVE ABOVESURROUNDING GRADEROOTS AT OUTER EDGE OF ROOTBALL LOOSENED TOENSURE PROPER BACKFILL-TO-ROOT CONTACTSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDEXISTING GRADEROCK OR ORGANIC MULCH, SEE GENERAL LANDSCAPENOTES AND PLAN NOTES FOR MULCH TYPE. KEEPMULCH MIN. 2" FROM PLANT TRUNKBACKFILL AS PER SPECIFICATIONDO NOT EXCAVATE BELOW ROOTBALL.THREE TIMES WIDTHOF ROOTBALLRULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT3THREE TIMES WIDTHOF ROOTBALLDECIDUOUS & CONIFEROUS TREE PLANTINGN T SPRUNE AS FIELD DIRECTED BY THE LANDSCAPEARCHITECT TO IMPROVE APPEARANCE (RETAINNORMAL TREE SHAPE)THREE 2"X4"X8' WOODEN STAKES, STAINED BROWNWITH TWO STRANDS OF WIRE TWISTED TOGETHER.STAKES SHALL BE PLACED AT 120° TO ONE ANOTHER.WIRE SHALL BE THREADED THROUGH NYLONSTRAPPING WITH GROMMETS. ALTERNATE STABILIZINGMETHODS MAY BE PROPOSED BY CONTRACTOR.TRUNK FLARE JUNCTION: PLANT TREE 1"-2" ABOVEEXISTING GRADEMULCH TO OUTER EDGE OF SAUCER OR TO EDGE OFPLANTING BED, IF APPLICABLE. ROCK OR ORGANICMULCH, SEE GENERAL LANDSCAPE NOTES AND PLANNOTES FOR MULCH TYPE. KEEP MULCH MIN. 2" FROMPLANT TRUNKEXISTING GRADECUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. IF NON-BIODEGRADABLE, REMOVE COMPLETELYSLOPE SIDES OF HOLE OR VERTICAL SIDES AT EDGE OFPLANTING BEDBACKFILL AS SPECIFIEDCOMPACT BOTTOM OF PIT, TYP.RULE OF THUMB - MODIFY EXCAVATION BASED ONLOCATION OF PLANT MATERIAL AND DESIGN OF BEDSOR OVERALL PLANT PLACEMENT231 REVISION SUMMARYDATEDESCRIPTIONLT1.0PHOTOMETRIC PLAN. .. .. .. .. .. .32 28.1 128.122.13.883.93.822.028.013.0 12.67.6 4.09 0 . 2 4.37.412.9 12.6SignCo n c r e t e W a l k Concrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t AccessBankDriveThroughCanopyAboveBuildingOverhangBuilding Ov e r h a n g BrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Building Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 12" HDPE12" HDPE 1 2 " HD P E 36" CMPConnectionUnknown12" HDPE12" HDPE 12" HDPE15" HDPEConnectionUnknownGu a r d R a i l 48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.738" PVC 8" Cast IronINLET PROTECTION ATCATCH BASINS BEINGREMOVEDINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCEPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.0SWPPP - EXISTINGCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"N1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF ST. ANTHONY EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCA NPDESPERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSION CONTROLPERMITS REQUIRED BY THE CITY.3. SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES, DESCRIPTIONS,AND PRACTICES.4. SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROL NOTES.5. CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:Know what'sbelow.before you dig.CallRLEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.33 28.1 128.122.13.883.93.822.028.013.0 12.67 . 6 4.09 0 . 2 4.37.412.9 12.6SignC o n c r e t e W a l k Concrete WalkConcrete WalkB i t um i n o u s P a r k i n g L o t Access BankDriveThroughCanopy Above BuildingOverhang B u i l d i n g O v e r h a n g BrickWall N00°06'35"W 311.63 N89°18'31"E 295.02S00°06'35"E 225.45 Wood Fence[A] Chain Link Fence Crosses Property LineBenchPID: 07029232300022 Story Brick BuildingAddress: 2401 Lowry Ave NEFoundation Area = 10,513 S.F.KENZIE TERRACE (CO RD 153)(Width Varies)STINSON PARKWAY NE(A Public R/W)North line of the South 365feet of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23East line of the West 395 feet of the East line of the West 100 feetof the South 365 feet of theWest 395 feet of the Northwest1/4 of Sec. 7, Twp. 29, Rng. 23 Sanitary SewerEasement perDoc. No. 2794335Brick BuildingBuilding Corner liesEast of Property LineSouth line of the Northwest 1/4of Sec. 7, Twp. 29, Rng. 23 Gu a r d R a i l 48" ST DIST MAINSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73NOPARKINGCONSTRUCTION LIMITSINLET PROTECTION ATCATCH BASINS, TYPINLET PROTECTION ATCATCH BASINS, TYPCONSTRUCTIONENTRANCEPERIMETER EROSIONCONTROL ATCONSTRUCTIONLIMITS, TYP.CONTRACTOR TO PROVIDEINLET PROTECTION AT ALLDOWNSTREAM CATCHBASINS.Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.1SWPPP - PROPOSEDCONDITIONS. .. .. .. .. .. .01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallR1. RESERVED FOR CITY SPECIFIC EROSION CONTROL NOTES.CITY OF ST. ANTHONY EROSION CONTROL NOTES:1.ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT"GOPHER STATE ONE CALL" (651-454-0002 OR 800-252-1166) FOR UTILITY LOCATIONS,48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ORREPLACE ANY UTILITIES THAT ARE DAMAGED DURING CONSTRUCTION AT NO COSTTO THE OWNER.2. THIS PROJECT IS GREATER THAN ONE ACRE AND WILL REQUIRE AN MPCANPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY EROSIONCONTROL PERMITS REQUIRED BY THE CITY.3.SEE SHEETS SW1.0 - SW1.5 FOR ALL EROSION CONTROL NOTES,DESCRIPTIONS, AND PRACTICES.4.SEE GRADING PLAN FOR ADDITIONAL GRADING AND EROSION CONTROLNOTES.5.CONTRACTOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS,AND COMPLIANCE WITH NPDES PERMIT.SWPPP NOTES:LEGEND:EX. 1' CONTOUR ELEVATION INTERVALINLET PROTECTIONSTABILIZED CONSTRUCTION ENTRANCEDRAINAGE ARROW1.0' CONTOUR ELEVATION INTERVALSILT FENCE / BIOROLL - GRADING LIMITEROSION CONTROL BLANKETALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.34 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.2SWPPP - DETAILS. .. .. .. .. .. .OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1PROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPSTABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RTO CONSTRUCTIONAREA2TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24" 24" 24" MIN. 6"6"SEDIMENT FENCEN T S535 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.3SWPPP - NARRATIVE. .. .. .. .. .. .OWNER:INTERSTATE DEVELOPMENT CORPORATION6390 CARLSON DRIVEEDEN PRAIRIE, MN 55346OWNER INFORMATIONTRAINING SECTION 21PARTY RESPONSIBLE FOR LONG TERM OPERATION AND MAINTENANCE OF PERMANENTSTORM WATER MANAGEMENT SYSTEMCONTACT:VICTORIA PERBIX952-658-6460PERMANENT STORMWATER MANAGEMENT IS NOT REQUIRED AS PART OF THIS PROJECT TO MEET NPDES PERMIT REQUIREMENTS. THEPROPERTY OWNER IS RESPONSIBLE FOR THE LONG TERM OPERATION AND MAINTENANCE OF THE PROPOSED STORMWATER SYSTEM.AREAS AND QUANTITIES:SWPPP CONTACT PERSONCONTRACTOR:SWPPP INSPECTOR TRAINING:ALL SWPPP INSPECTIONS MUST BE PERFORMED BY APERSON THAT MEETS THE TRAINING REQUIREMENTS OF THENPDES CONSTRUCTION SITE PERMIT.TRAINING CREDENTIALS SHALL BE PROVIDED BY THECONTRACTOR AND KEPT ON SITE WITH THE SWPPPNOTE: QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACTQUANTITIES FOR BIDDING AND CONSTRUCTION.PROJECT NARRATIVE:PROJECT IS A REDEVELOPMENT OF AN EXISTING COMMERCIAL BUILDING INTO A NEW APARTMENT BUILDING. SITE, GRADING, UTILITY ANDLANDSCAPE IMPROVEMENTS WILL OCCUR.NATIVE BUFFER NARRATIVE:PRESERVING A 50' NATURAL BUFFER AROUND WATER BODIES IS NOT REQUIRED AS PART OF THIS PROJECT BECAUSE WATER BODIES ARE NOTLOCATED ON SITE.SOIL CONTAMINATION NARRATIVE:SOILS ONSITE HAVE BEEN IDENTIFIED AS CONTAMINATED, SO INFILTRATION IS NOT FEASIBLE.SPECIAL TMDL BMP REQUIREMENTS SITE SPECIFIC (IF REQUIRED):THIS PROJECT IS NOT WITHIN ONE MILE OF ANY RECEIVING WATER LISTED ON THE MPCA'S IMPAIRED WATERS LIST.PERMANENT STABILIZATION NOTES SITE SPECIFIC:PERMANENT SEED MIX·FOR THIS PROJECT ALL AREAS THAT ARE NOT TO BE SODDED OR LANDSCAPED SHALL RECEIVE A NATIVE PERMANENT SEED MIX.··AREAS IN BUFFERS AND ADJACENT TO OR IN WET AREAS MNDOT SEED MIX 33-261 (STORMWATER SOUTH AND WEST) AT 35 LBS PERACRE.··DRY AREAS MNDOT SEED MIX 35-221 (DRY PRAIRIE GENERAL) AT 40 LBS PER ACRE.·MAINTENANCE SHALL BE IN ACCORDANCE TO THE MNDOT SEEDING MANUAL.SUPPLEMENTARY SITE SPECIFIC EROSION CONTROL NOTES:THESE NOTES SUPERCEDE ANY GENERAL SWPPP NOTES.THIS PROJECT IS GREATER THAN 1.0 ACRES SO AN NPDES PERMIT IS REQUIRED AND NEEDS TO BE SUBMITTED TO THE MPCA. THECONTRACTOR IS REQUIRED TO FOLLOW THE GUIDELINES IN THE NPDES PERMIT THROUGHOUT CONSTRUCTION.SWPPP ATTACHMENTS (ONLY APPLICABLE IF SITE IS 1 ACRE OR GREATER):CONTRACTOR SHALL OBTAIN A COPY OF THE FOLLOWING SWPPP ATTACHMENTS WHICH ARE A PART OF THE OVERALL SWPPP PACKAGE:ATTACHMENT A. CONSTRUCTION SWPPP TEMPLATE - SITE SPECIFIC SWPPP DOCUMENTATTACHMENT B. CONSTRUCTION STORMWATER INSPECTION CHECKLISTATTACHMENT C. MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMSATTACHMENT D: STORMWATER MANAGEMENT REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.ATTACHMENT E: GEOTECHNICAL EVALUATION REPORT - ON FILE AT THE OFFICE OF PROJECT ENGINEER. AVAILABLE UPON REQUEST.DESIGN ENGINEER: MATTHEW R. PAVEK P.E.TRAINING COURSE: DESIGN OF SWPPPTRAINING ENTITY: UNIVERSITY OF MINNESOTAINSTRUCTOR: JOHN CHAPMANDATES OF TRAINING COURSE: 5/15/2011 - 5/16/2011TOTAL TRAINING HOURS: 12RE-CERTIFICATION: 2/27/2020 (8 HOURS), EXP. 5/31/2023THE CONTRACTOR AND ALL SUBCONTRACTORS INVOLVED WITH A CONSTRUCTION ACTIVITY THAT DISTURBS SITE SOIL ORWHO IMPLEMENT A POLLUTANT CONTROL MEASURE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)MUST COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERALPERMIT (DATED AUGUST 1, 2018 # MNR100001) AND ANY LOCAL GOVERNING AGENCY HAVING JURISDICTION CONCERNINGEROSION AND SEDIMENTATION CONTROL.STORMWATER DISCHARGE DESIGN REQUIREMENTSSWPPPTHE NATURE OF THIS PROJECT WILL BE CONSISTENT WITH WHAT IS REPRESENTED IN THIS SET OF CONSTRUCTION PLANS ANDSPECIFICATIONS. SEE THE SWPPP PLAN SHEETS AND SWPPP NARRATIVE (ATTACHMENT A: CONSTRUCTION SWPPP TEMPLATE)FOR ADDITIONAL SITE SPECIFIC SWPPP INFORMATION. THE PLANS SHOW LOCATIONS AND TYPES OF ALL TEMPORARY ANDPERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. STANDARD DETAILS ARE ATTACHED TO THIS SWPPPDOCUMENT.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE2. INSTALLATION OF SILT FENCE AROUND SITE3. INSTALL ORANGE CONSTRUCTION FENCING AROUND INFILTRATION AREAS4. INSTALL INLET PROTECTION AT ALL ADJACENT AND DOWNSTREAM CATCH BASINS5. CLEAR AND GRUB FOR TEMPORARY SEDIMENT BASIN / POND INSTALL6. CONSTRUCT TEMPORARY SEDIMENT BASIN / POND (SECTION 14)7. CLEAR AND GRUB REMAINDER OF SITE8. STRIP AND STOCKPILE TOPSOIL9. ROUGH GRADING OF SITE10. STABILIZE DENUDED AREAS AND STOCKPILES11. INSTALL SANITARY SEWER, WATER MAIN STORM SEWER AND SERVICES12. INSTALL SILT FENCE / INLET PROTECTION AROUND CB'S13. INSTALL STREET SECTION14. INSTALL CURB AND GUTTER15. BITUMINOUS ON STREETS16. FINAL GRADE BOULEVARD, INSTALL SEED AND MULCH17. REMOVE ACCUMULATED SEDIMENT FROM BASIN / POND18. FINAL GRADE POND / INFILTRATION BASINS (DO NOT COMPACT SOILS IN INFILTRATION AREAS.)19. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD/LANDSCAPING,REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.RECORDS RETENTION:THE SWPPP (ORIGINAL OR COPIES) INCLUDING, ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BEKEPT AT THE SITE DURING CONSTRUCTION BY THE PERMITTEE WHO HAS OPERATIONAL CONTROL OF THAT PORTION OF THESITE. THE SWPPP CAN BE KEPT IN EITHER THE FIELD OFFICE OR IN AN ON SITE VEHICLE DURING NORMAL WORKING HOURS.ALL OWNER(S) MUST KEEP THE SWPPP, ALONG WITH THE FOLLOWING ADDITIONAL RECORDS, ON FILE FOR THREE (3) YEARSAFTER SUBMITTAL OF THE NOT AS OUTLINED IN SECTION 4. THIS DOES NOT INCLUDE ANY RECORDS AFTER SUBMITTAL OF THENOT.1.THE FINAL SWPPP;2.ANY OTHER STORMWATER RELATED PERMITS REQUIRED FOR THE PROJECT;3.RECORDS OF ALL INSPECTION AND MAINTENANCE CONDUCTED DURING CONSTRUCTION (SEE SECTION 11, INSPECTIONSAND MAINTENANCE);4.ALL PERMANENT OPERATION AND MAINTENANCE AGREEMENTS THAT HAVE BEEN IMPLEMENTED, INCLUDING ALL RIGHT OFWAY, CONTRACTS, COVENANTS AND OTHER BINDING REQUIREMENTS REGARDING PERPETUAL MAINTENANCE; AND5.ALL REQUIRED CALCULATIONS FOR DESIGN OF THE TEMPORARY AND PERMANENT STORMWATER MANAGEMENTSYSTEMS.SWPPP IMPLEMENTATION RESPONSIBILITIES:1.THE OWNER AND CONTRACTOR ARE PERMITTEE(S) AS IDENTIFIED BY THE NPDES PERMIT.2.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ON-SITE IMPLEMENTATION OF THE SWPPP, INCLUDING THE ACTIVITIES OFALL OF THE CONTRACTOR'S SUBCONTRACTORS.3.CONTRACTOR SHALL PROVIDE A PERSON(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSIONPREVENTION AND SEDIMENT CONTROL BMPS TO OVERSEE ALL INSTALLATION AND MAINTENANCE OF BMPS ANDIMPLEMENTATION OF THE SWPPP.4.CONTRACTOR SHALL PROVIDE PERSON(S) MEETING THE TRAINING REQUIREMENTS OF THE NPDES PERMIT TO CONDUCTINSPECTION AND MAINTENANCE OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS IN ACCORDANCE WITHTHE REQUIREMENTS OF THE PERMIT. ONE OF THESE INDIVIDUAL(S) MUST BE AVAILABLE FOR AN ONSITE INSPECTIONWITHIN 72 HOURS UPON REQUEST BY MPCA. CONTRACTOR SHALL PROVIDE TRAINING DOCUMENTATION FOR THESEINDIVIDUAL(S) AS REQUIRED BY THE NPDES PERMIT. THIS TRAINING DOCUMENTATION SHALL BE RECORDED IN OR WITHTHE SWPPP BEFORE THE START OF CONSTRUCTION OR AS SOON AS THE PERSONNEL FOR THE PROJECT HAVE BEENDETERMINED. DOCUMENTATION SHALL INCLUDE:4.1.NAMES OF THE PERSONNEL ASSOCIATED WITH THE PROJECT THAT ARE REQUIRED TO BE TRAINED PER SECTION21 OF THE PERMIT.4.2.DATES OF TRAINING AND NAME OF INSTRUCTOR AND ENTITY PROVIDING TRAINING.4.3.CONTENT OF TRAINING COURSE OR WORKSHOP INCLUDING THE NUMBER OF HOURS OF TRAINING.5.FOLLOWING FINAL STABILIZATION AND THE TERMINATION OF COVERAGE FOR THE NPDES PERMIT, THE OWNER ISEXPECTED TO FURNISH LONG TERM OPERATION AND MAINTENANCE (O & M) OF THE PERMANENT STORM WATERMANAGEMENT SYSTEM.CONSTRUCTION ACTIVITY REQUIREMENTSSWPPP AMENDMENTS (SECTION 6):1.ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.B OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETEALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATIONDESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS.2.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION,OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OFPOLLUTANTS TO SURFACE WATERS OR GROUNDWATER.3.PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECTPROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OROPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLYMINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARECAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210,SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL.BMP SELECTION AND INSTALLATION (SECTION 7):1.PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN ANAPPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS ANDACCEPTED ENGINEERING PRACTICES.EROSION PREVENTION (SECTION 8):1.BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED.2.PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHENSTEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATIONPRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING).3.PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATEDIMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ONANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. STABILIZATION MUSTBE COMPLETED NO LATER THAN 14 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION ISNOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES.STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANICCOMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUTPERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE.4.FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURINGSPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREASWITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THERESTRICTION PERIOD.5.PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY ORPERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTINGTO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OFTEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACEWATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLYCEASES.6.TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURINGCONSTRUCTION (WITH PROPERLY DESIGNED ROCK-DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BESTABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENTCONTAINMENT SYSTEM CEASES7.PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTIONPRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGEDITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT.8.PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURSAFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM.9.PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED INACCORDANCE WITH SECTION 11.SEDIMENT CONTROL (SECTION 9):1.PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE ANDDOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS.PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUSTINSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND-DISTURBING ACTIVITIES BEGIN AND MUST KEEPTHE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER.2.IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVEMAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICESOR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONALPRACTICES AS REQUIRED IN ITEM 6.3.3.TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENTCONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK-CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY ASAPPROPRIATE FOR SITE CONDITIONS.4.A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHENWORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY(E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL ANUPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER.5.PERMITTEES MUST RE-INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATESHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THESHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE-INSTALL SEDIMENT CONTROL PRACTICES BEFORE THENEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE.6.PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEYESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET.7.PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREETFLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G.,CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THENEED FOR REMOVAL IN THE SWPPP.8.PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ONTHE DOWNGRADIENT PERIMETER.9.PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDINGSTORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THESTORMWATER. 10. PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THECONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. 11. PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENTTRACKING ONTO THE STREET. 12. PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. 13. IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR, PERMITTEES MUST RESTRICT VEHICLEAND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. 14. PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. 15. PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. 16. PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDEREDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THEPROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALLPERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURALBUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATERCONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE,PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IFINSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. 17. PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCEWITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONSPROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENTCONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEMFOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE.DEWATERING AND BASIN DRAINING (SECTION 10):1.PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING(E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASINON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECKTO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2)WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASINPRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THEDISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES.2.IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL-WATER SEPARATOR ORSUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE.3.PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN-DRAINING ACTIVITIES IN A MANNER THAT DOESNOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS INTHE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.4.IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL,RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASHWATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION.INSPECTIONS AND MAINTENANCE (SECTION 11):1.PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.B, WILL INSPECT THE ENTIRE CONSTRUCTIONSITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALLEVENT GREATER THAN 1/2 INCH IN 24 HOURS.2.PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS.3.PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTIONMANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE ORSUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTERDISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IFFIELD CONDITIONS PREVENT ACCESS TO THE AREA.4.DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES ANDCONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION.PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS,CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS INEXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OFDISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USEALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHINSEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATEAND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACEWATERS.5.PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMSWITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES.PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IFAPPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS.6.PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOMENONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE.7.PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THEDEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME.8.PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITEIN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B.9.PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS:a. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTIONACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; ORb.WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRINGANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BESUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TORESUME IF CONDITIONS WARRANT; ORc.WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAYBE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMINGCONSTRUCTION, WHICHEVER COMES FIRST. 10. PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTEDAND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE:a.DATE AND TIME OF INSPECTIONS; ANDb.NAME OF PERSONS CONDUCTING INSPECTIONS; ANDc.ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARENEEDED; ANDd.CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); ANDe.DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACHEVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLEDONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEMTHAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; ANDf.IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPHAND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN,AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); ANDg.ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED ASREQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS.POLLUTION PREVENTION MANAGEMENT (SECTION 12):1.PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING ORTEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITHSTORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCEOF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER.2.PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTICSHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZECONTACT WITH STORMWATER.3.PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE,HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURINGCOMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE ANDDISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARYCONTAINMENT AS APPLICABLE.4.PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035.5.PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER.PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041.6.PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS,INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OFDRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE ATALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FORRECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BYMINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE.7.PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEESMUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLSAND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORESOAPS, DETERGENTS, OR SOLVENTS.8.PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUTOPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONMATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUTWASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFFFROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES INCOMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUTFACILITY.PERMIT TERMINATION (SECTION 4 AND SECTION 13):1.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARECOMPLETE.2.PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRESITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTUREFINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDERTHIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT.3.PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREASPRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH ADENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF ASPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER.4.PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT ANDMUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING ASDESIGNED.5.PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT.6.PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIORTO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON-SITE IN PLACE.7.FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES AREFINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THERESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TOTHE HOMEOWNER.8.FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUSTRETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT.SEED NOTES:ALL SEED MIXES AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MNDOT SEEDING MANUAL.GENERAL RECOMMENDATIONS:THE CONTRACTOR IS RESPONSIBLE TO SALVAGE AND PRESERVE EXISTING TOPSOIL NECESSARY FOR FINAL STABILIZATIONAND TO ALSO MINIMIZE COMPACTION IN ALL LANDSCAPE AREAS. IMMEDIATELY BEFORE SEEDING THE SOIL SHALL BE TILLED TOA MINIMUM DEPTH OF 3 INCHES.TEMPORARY EROSION CONTROL SEEDING, MULCHING & BLANKET.SEED·TEMPORARY SEED SHALL BE MNDOT SEED MIX 21-112 (WINTER WHEAT COVER CROP) FOR WINTER AND 21-111 (OATSCOVER CROP) FOR SPRING/SUMMER APPLICATIONS. BOTH SEED MIXES SHALL BE APPLIED AT A SEEDING RATE OF 100LBS/ACRE.MULCH·IMMEDIATELY AFTER SEEDING, WITHIN 24 HOURS, MNDOT TYPE 1 MULCH SHOULD BE APPLIED TO PROTECT AND ENHANCESEED GERMINATION. MULCH SHALL BE APPLIED AT 90% COVERAGE (2 TONS PER ACRE OF STRAW MULCH)SLOPES·3:1 (HORIZ/VERT.) OR FLATTER MUCH SHALL BE COVERED WITH MULCH·SLOPES STEEPER THAN 3:1 OR DITCH BOTTOMS SHALL BE COVERED WITH EROSION CONTROL BLANKET.·SEE PLAN FOR MORE DETAILED DITCH AND STEEP SLOPE EROSION CONTROL TREATMENTS.GENERAL SWPPP REQUIREMENTS AND NOTES:36 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.4SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT A: SITE SPECIFIC SWPPP DOCUMENTPROJECT NAME: 2401 LOWRY AVE NEPROJECT LOCATION (BRIEFLY DESCRIBE WHERE CONSTRUCTION ACTIVITY OCCURS. INCLUDE ADDRESS IF AVAILABLE.)ADDRESS: 2401 LOWRY AVE NECITY OR TOWNSHIP: ST. ANTHONYSTATE: MNZIP CODE: 55418LATITUDE/LONGITUDE OF APPROXIMATE CENTROID OF PROJECT: 45.013885 N, 93.225679 WMETHOD OF LAT/LONG COLLECTION (CIRCLE ONE): GPS ONLINE TOOL USGS TOPOGRAPHICALL CITIES WHERE CONSTRUCTION WILL OCCUR: ST. ANTHONY, MINNEAPOLISALL COUNTIES WHERE CONSTRUCTION WILL OCCUR: NAALL TOWNSHIPS WHERE CONSTRUCTION WILL OCCUR: HENNEPINPROJECT SIZE (NUMBER OF ACRES TO BE DISTURBED): 1.90PROJECT TYPE (CIRCLE ONE): RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & RD CONSTRUCTION OTHER (DESCRIBE): XXXXXCUMULATIVE IMPERVIOUS SURFACE (TO THE NEAREST TENTH ACRE)EXISTING AREA OF IMPERVIOUS SURFACE : 1.6POST CONSTRUCTION AREA OF IMPERVIOUS SURFACE: 1.2TOTAL NEW AREA OF IMPERVIOUS SURFACE: -0.4RECEIVING WATERSWATER BODY ID NAME OF WATER BODY WATER BODY TYPE SPECIAL WATER? (Y/N) IMPARIED WATER (Y/N)....................DATES OF CONSTRUCTIONCONSTRUCTION START DATE: 10/2021ESTIMATED COMPLETION DATE: 04/2023GENERAL CONSTRUCTION PROJECT INFORMATIONDESCRIBE THE CONSTRUCTION ACTIVITY (WHAT WILL BE BUILT, GENERAL TIMELINE, ETC): OFFICE BUILDING WILL BE DEMOLISHED, RESIDENTIAL BUILDING TO BE BUILT WITH PARKING LOTDESCRIBE SOIL TYPES FOUND AT THE PROJECT: CLAYEY, POORLY INFILTRATING SOILS WITH KNOWN CONTAMINANTS.SITE LOCATION MAP - ATTACH MAPS (U.S. GEOLOGIC SURVEY 7.5 MINUTE QUADRANGLE, NATIONAL WETLAND INVENTORY MAPS OR EQUIVALENT) SHOWING THE LOCATION AND TYPE OF ALL RECEIVING WATERS, INCLUDINGWETLANDS, DRAINAGE DITCHES, STORMWATER PONDS, OR BASINS, ETC. THAT WILL RECEIVE RUNOFF FROM THE PROJECT. USE ARROWS SHOWING THE DIRECTION OF FLOW AND DISTANCE TO THE WATER BODY.GENERAL SITE INFORMATION (III.A)1. DESCRIBE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICIES (BMP'S). INCLUDE THE TIMING FOR INSTALLATION AND PROCEDURESUSED TO ESTABLISH ADDITIONAL TEMPORARY BMP'S AS NECESSARY. (III.A.4.A)THE PROJECT IS PROTECTED BY TWO (W) MAIN BMP'S, SILT FENCE AND INLET PROTECTION DEVICES. THE SILT FENCE WILL BE INSTALLED AT THE DOWNHILL LOCATIONS OF THE SITE AND MONITORED AS NECESSARY. INLETPROTECTION DEVIDES WILL BE INSTALLED IN ALL CATCH BASINS ON THE SITE AND ANY OFF SITE THAT WILL RECEIVE STORMWATER RUNOFF FROM THIS SITE. AS THE PROJECT PROGRESSES ADDITIONAL BMP'S SUCH AS EROSIONCONTROL BLANKET MAY BE UTILITZED.2. ATTACH TO THIS SWPPP A TABLE WITH THE ANTICIPATED QUANITITIES FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMP'S (III.A.4.B) SEE PAGE SW1.33. ATTACH TO THIS SWPPP A SITE MAP THAT INCLUDES THE FOLLOWING FEATURES (III.A.3.B-F):EXIST AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMRWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN THE PROJECT LIMITS.LOCATIONS OF IMPERVIOUS SURFACES AND SOIL TYPES.·EXISTING AND FINAL GRADES, INCLUDING DIVIDING LINES AND DIRECTION OF FLOW FOR ALL PRE AND POST-CONSTRUCTION STORMWATER RUNOFF DRAINAGE AREAS LOCATED WITHIN PROJECT LIMITS.·LOCATIONS OF AREAS NOT TO BE DISTRUBED.·LOCATION OF AREAS OF PHASED CONSTRUCTION.·ALL SURFACE WATERS AND EXISTING WETLANDS WITHIN ONE MILE FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER RUNOFF FROM THE SITE (IDENTIFIABLE ON MAPS SUCH AS USGS 7.5 MINUTEQUADRANGLE MAPS OR EQUIVALENT. WHERE SURFACE WATERS RECEIVING RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL NOT FIT ON THE PLAN SHEET, THEY MUST BE IDENTIFIED WITH AN ARROW,INDICATING BOTH DIRECTION AND DISTANCE TO THE SURFACE WATER.·METHODS TO BE USED FOR FINAL STABILIZATION OF ALL EXPOSED SOIL AREA4. WERE STORMWATER MITIGATION MEASURES REQUIRED AS THE RESULT OF AN ENVIRONMENTAL, ARCHAEOLOGICAL, OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW OF THE PROJECT? NOIF YES, DESCRIBE HOW THESE MEASURES WERE ADDRESSED IN THE SWPPP. (III.A.6)N/A5. IS THE PROJECT LOCATED IN A KARST AREA SUCH THAT ADDITIONAL MEASURES WOULD BE NECESSARY OT PROJECT DRINKING WATER SUPPLY MANAGEMENT AREAS AS DESCRIBED IN MINN. R. CHAPTERS 7050 AND 7060? NOIF YES, DESCRIBE THE ADDITIONAL MEASURES TO BE USED. (III.A.7)N/A6. DOES THE SITE DISCHARGE TO A CALCEREOUS FEN LISTED IN MINN. R. 7050.0180, SUBP. 6 B? NIF YES, A LETTER OF APPROVAL FROM THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES MUST BE OBTAINED PRIOR TO APPLICATION FOR THIS PERMIT. (PART I B.6 AND PART III.A.8)7. DOES THE SITE DISCHARGE TO A WATER THAT IS LISTED AS IMPARED FOR THE FOLLOWING POLLUTANT(S) OR STRESSOR(S): PHOSPHORUS, TURBIDITY, DISSOLVED OXYGEN OR BIOTIC IMPAIRMENT? USE THE SPECIAL ANDIMPAIRED WATERS SEARCH TOOL AT: WWW.PCA.STATE.MN.US/WATER/STORMWATER/STORMWATER-C.HTMLN/AIF NO, SKIP TO TRAININGDOES THE IMPAIRED WATER HAVE AN APPROVED TOTAL MAXIMUM DAILY LOADS (TMDL) WITH AN APPROVED WASTE LOAD ALLOCATION FOR CONSTRUCTION ACTIVITY? NOIF YES:A. LIST THE RECEIVING WATER, THE AREAS OF THE SITE DISCHARGING TO IT, AND THE POLLUTANT(S) IDENTIFIED IN THE TMDL.B. LIST THE BMP'S AND ANY OTHER SPECIFIC CONSTRUCTION STORMWATER RELATED IMPLEMENTATION ACTIVITIES IDENTIFIED IN THE TMDL.IF THE SITE HAS A DISCHARGE POINT WITHIN ONE MILE OF THE IMPAIRED WATER AND THE WATER FLOWS TO THE IMPAIRED WATER BUT NO SPECIFIC BMPS FOR CONSTRUCTION ARE IDENTIFIED IN THE TMDL, THE ADDITIONALBMPS IN APPENDIX A (C.1, C.2, C.3 & (C.4-TROUT STREAM)) MUST BE ADDED TO THE SWPPP AND IMPLEMENTED. (III.A.7). THE ADDITIONAL BMPS ONLY APPLY TO THOSE PORTIONS OF THE PROJECT THAT DRAIN TO ONE OF THEIDENTIFIED DISCHARGE POINTS.N/A8. IDENTIFY ADJACENT PUBLIC WATERS WHERE THE MINNESOTA DEPARTMENT OF NATURAL RESOURCES (DNR) HAS DECLARED “WORK IN WATER RESTRICTIONS” DURING FISH SPAWNING TIMEFRAMESN/ASELECTION OF A PERMANENT STORMWATER MANAGEMENT SYSTEM (III.D.)1. WILL THE PROJECT CREATE A NEW CUMULATIVE IMPERVIOUS SURFACE GREATER THAN OR EQUAL TO ONE ACRE? NIF YES, A WATER QUALITY VOLUME OF ONE INCH OF RUNOFF FROM THE CUMULATIVE NEW IMPERVIOUS SURFACES MUST BE RETAINED ON SITE (SEE PART III.D OF THE PERMIT) THROUGH INFILTRATION UNLESS PROHIBITED DUETO ONE OF THE REASONS IN PART III.D.1.J. IF INFILTRATION IS PROHIBITED IDENTIFY OTHER METHOD OF OTHER VOLUME REDUCTION (E.G., FILTRATION SYSTEM, WET SEDIMENTATION BASIN, REGIONAL PONDING OR EQUIVALENTMETHOD2. DESCRIBE WHICH METHOD WILL BE USED TO TREAT RUNOFF FROM THE NEW IMPERVIOUS SURFACES CREATED BY THE PROJECT (III.D):·WET SEDIMENTATION BASIN·INFILTRATION/FILTRATION·REGIONAL PONDS·COMBINATION OF PRACTICESINCLUDE ALL CALCULATIONS AND DESIGN INFORMATION FOR THE METHOD SELECTED. SEE PART III.D OF THE PERMIT FOR SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH METHOD.INFILTRATION / FILTRATION / REGIONAL PONDINGCALCULATIONS ARE WITHIN THE SITE STORM WATER MANAGEMENT REPORT AND PART OF THIS SWPPP AS ATTACHMENT D.3. IF IT IS NOT FEASIBLE TO MEET THE TREATMENT REQUIREMENT FOR THE WATER QUALITY VOLUME, DESCRIBE WHY. THIS CAN INCLUDE PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAYPRECLUDES THE INSTALLATION OF ANY PERMANENT STORMWATER MANAGEMENT PRACTICES. DESCRIBE WHAT OTHER TREATMENT, SUCH AS GRASSES SWALES, SMALLER PONDS, OR GRIT CHAMBERS, WILL BE IMPLEMENTEDTO TREAT RUNOFF PRIOR TO DISCHARGE TO SURFACE WATERS. (III.C)IT IS FEASIBLE TO MEET REQUIREMENT FOR WATER QUALITY VOLUME.4. FOR PROJECTS THAT DISCHARGE TO TROUT STREAMS, INCLUDING TRIBUTARIES TO TROUT STREAMS, IDENTIFY METHOD OF INCORPORATING TEMPERATURE CONTROLS INTO THE PERMANENT STORMWATER MANAGEMENTSYSTEM.N/AEROSION PREVENTION PRACTICES (IV.B)DESCRIBE THE TYPES OF TEMPORARY EROSION PREVENTION BMP'S EXPECTED TO BE IMPLEMENTED ON THIS SITE DURING CONSTRUCITON:1. DESCRIBE CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES TO MINIMIZE EROSION. DELINEATE AREAS NOT TO BEDISTURBED (E.G., WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) BEFORE WORK BEGINS.SILT FENCE WILL BE INSTALLED AT ATHE DOWNHILL LOCATIONS OF THE SITE.2. DESCRIBE METHODS OF TEMPORARILY STABILIZING SOILS AND SOIL STOCKPILES (E.G., MULCHES, HYDRAULIC TACKIFIERS, EROSION BLANKETS, ETC.):TEMPORARY EROSION PROTECTION WILL BE SEED AND MULCH AND EROSION BLANKETS WHERE REQUIRED, WITH PERMANENT COVER BEING EITHER SOD OR LANDSCAPE FEATURES.3. DESCRIBE METHODS OF DISSIPATING VELOCITY ALONG STORMWATER CONVEYANCE CHANNELS AND AT CHANNEL OUTLETS (E.G., CHECK DAMS, SEDIMENT TRAPS, RIP RAP, ETC.):SOD WILL BE UTILIZED ALONG CHANNELS AND RIP RAP AT CHANNEL.4. DESCRIBE METHODS TO BE USED FOR STABILIZATION OF DITCH AND SWALE WETTED PERIMETERS (NOTE THAT MULCH, HYDRAULIC SOIL TACKIFIERS, HYDROMULCHES, ETC. ARE NOT ACCEPTABLESOIL STABILIZATION METHODS FOR ANY PART OF A DRAINAGE DITCH OR SWALE)FINAL STABILIZATION OF SWALES WILL BE SOD5. DESCRIBE METHODS TO BE USED FOR ENERGY DISSIPATION AT PIPE OUTLETS (E.G., RIP RAP, SPLASH PADS, GABIONS, ETC.)RIP RAP WILL BE UTILIZED AT PIPE OUTLETS6. DESCRIBE METHODS TO BE USED TO PROMOTE INFILTRATION AND SEDIMENT REMOVAL ON THE SITE PRIOR TO OFFSITE DISCHARGE, UNLESS INFEASIBLE (E.G., DIRECT STORMWATER FLOW TOVEGETATED AREAS):DISCONNECTED IMPERVIOUS AREA AND INFILTRATION AREAS WILL BE UTILIZED7. FOR DRAINAGE OR DIVERSION DITCHES, DESCRIBE PRACTICES TO STABILIZE THE NORMAL WETTED PERIMETER WITHIN 200 LINEAL FEET OF THE PROPERTY EDGE OR POINT OF DISCHARGE TOSURFACE WATER. THE LAST 200 LINEAL FEET MUST BE STABILIZED WITHIN 24 HOURS AFTER CONNECTING TO SURFACE WATERS AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILYOR PERMANENTLY CEASED FOR ALL DISCHARGES TO SPECIAL, IMPAIRED OR “WORK IN WATER RESTRICTIONS”. ALL OTHER REMAINING PORTIONS OF THE TEMPORARY OR PERMANENT DITCHES ORSWALES WITHIN 14 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER, PROPERTY EDGE AND CONSTRUCTION IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED.N/A, NO DITCHES ON SITE8. DESCRIBE ADDITIONAL EROSION PREVENTION MEASURES THAT WILL BE IMPLEMENTED AT THE SITE DURING CONSTRUCTION (E.G., CONSTRUCTION PHASING, MINIMIZING SOIL DISTURBANCE,VEGETATIVE BUFFERS, HORIZONTAL SLOPE GRADING, SLOPE DRAINING/TERRACING, ETC.):OTHER EROSION CONTROL PRACTICES INCLUDE BUT ARE NOT LIMITED TO; MINIMIZING SITE EXPOSURE WHEN POSSIBLE.9. IF APPLICABLE, INCLUDE ADDITIONAL REQUIREMENTS IN APPENDIX A PART C.3 REGARDING MAINTAINING A 100-FOOT BUFFER ZONE OR INSTALLING REDUNDANT BMPS FOR PORTIONS OF THE SITETHAT DRAIN TO SPECIAL WATERS).N/A10. IF APPLICABLE, DESCRIBE ADDITIONAL EROSION PREVENTION BMPS TO BE IMPLEMENTED AT THE SITE TO PROTECT PLANNED INFILTRATION AREASMINIMIZE SITE EXPOSURE IN AREAS ADJACENT TO INFILTRATION AREAS.SEDIMENT CONTROL PRACTICIES (IV.C)DESCRIBE THE METHODS OF SEDIMENT CONTROL BMPS TO BE IMPLEMENTED AT THIS SITE DURING CONSTRUCTION TO MINIMIZE SEDIMENT IMPACTS TO SURFACE WATERS, INCLUDING CURB ANDGUTTER SYSTEMS1. DESCRIBE METHODS TO BE USED FOR DOWN GRADIENT PERIMETER CONTROL:SILT FENCE WILL BE INSTALLED AROUND THE ENTIRE PERIMETER OF THE SITE2. DESCRIBE METHODS TO BE USED TO CONTAIN SOIL STOCKPILES:SEED AND MULCH AS WELL AS EROSION CONTROL BLANKETS WILL BE UTILIZED AS NECESSARY3. DESCRIBE METHODS TO BE USED FOR STORM DRAIN INLET PROTECTION:SEE INLET PROTECTION DETAILS4. DESCRIBE METHODS TO MINIMIZE VEHICLE TRACKING AT CONSTRUCTION EXITS AND STREET SWEEPING ACTIVITIES:THE PROJECT WILL UTILIZE A ROCK CONSTRUCTION ENTRANCE.5. DESCRIBE METHODS, IF APPLICABLE, ADDITIONAL SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO BE INSTALLED TO KEEP RUNOFF AWAY FROM PLANNED INFILTRATION AREAS WHEN EXCAVATEDPRIOR TO FINAL STABILIZATION OF THE CONTRIBUTING DRAINAGE AREA:SILT FENCE TO BE INSTALLED IMMEDIATELY AFTER GRADING TO PROTECT INFILTRATION AREAS.6. DESCRIBE METHODS TO BE USED TO MINIMIZE SOIL COMPACTION AND PRESERVE TOP SOIL (UNLESS INFEASIBLE) AT THIS SITE:LIGHT TRACKED EQUIPMENT WILL BE USED, TOPSOIL WILL BE STRIPPED AND STOCKPILED7. DESCRIBE PLANS TO PRESERVE A 50-FOOT NATURAL BUFFER BETWEEN THE PROJECT'S SOIL DISTURBANCE AND A SURFACE WATER OR PLANS FOR REDUNDANT SEDIMENT CONTROLS IF A BUFFERIS INFEASIBLE:DOUBLE ROW OF SILT FENCE WILL BE INSTALLED ALONG WETLAND. PROJECT WILL NOT DISTURB WITHIN 200 FEET OF WETLAND.8. DESCRIBE PLANS FOR USE OF SEDIMENTATION TREATMENT CHEMICALS (E.G., POLYMERS, FLOCCULANTS, ETC.) SEE PART IV.C.10 OF THE PERMIT:N/A9. IS THE PROJECT REQUIRED TO INSTALL A TEMPORARY SEDIMENT BASIN DUE TO 10 OR MORE ACRES DRAINING TO A COMMON LOCATION OR 5 ACRES OR MORE IF THE SITE IS WITHIN 1 MILE OF ASPECIAL OR IMPAIRED WATER?NOIF YES, DESCRIBE (OR ATTACH PLANS ) SHOWING HOW THE BASIN WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH PART III.C OF THE PERMIT.N/ADEWATERING AND BASIN DRAINING (IV.D)1. WILL THE PROJECT INCLUDE DEWATERING OR BASIN DRAINING? NOIF YES, DESCRIBE MEASURES TO BE USED TO TREAT/DISPOSE OF TURBID OR SEDIMENT-LADEN WATER AND METHOD TO PREVENT EROSION OR SCOUR OF DISCHARGE POINTS (SEE PART IV. D OF THEPERMIT):N/A 2. WILL THE PROJECT INCLUDE USE OF FILTERS FOR BACKWASH WATER? NOIF YES, DESCRIBE HOW FILTER BACKWASH WATER WILL BE MANAGED ON THE SITE OR PROPERLY DISPOSED (SEE PART III.D.3. OF THE PERMIT):N/AADDITIONAL BMP'S FOR SPECIAL WATERS AND DISCHARGES TO WETLANDS (APPENDIX A, PARTS C AND D)1. SPECIAL WATERS. DOES YOUR PROJECT DISCHARGE TO SPECIAL WATERS? NO2. IF PROXIMITY TO BEDROCK OR ROAD PROJECTS WHERE THE LACK OF RIGHT OF WAY PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER MANAGEMENT PRACTICES, THENOTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS IS REQUIRED PRIOR TO DISCHARGE TO SURFACE WATERS. DESCRIBE WHAT OTHER TREATMENT WILL BEPROVIDED.N/A3. DESCRIBE EROSION AND SEDIMENT CONTROLS FOR EXPOSED SOIL AREAS WITH A CONTINUOUS POSITIVE SLOPE TO A SPECIAL WATERS, AND TEMPORARY SEDIMENT BASINS FOR AREAS THATDRAIN FIVE OR MORE ACRES DISTURBED AT ONE TIME.N/A4. DESCRIBE THE UNDISTURBED BUFFER ZONE TO BE USED (NOT LESS THAN 100 LINEAR FEET FROM THE SPECIAL WATER).N/A5. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL ENSURE THAT THE PRE AND POST PROJECT RUNOFF RATE AND VOLUME FROM THE 1, AND 2-YEAR 24-HOURPRECIPITATION EVENTS REMAINS THE SAME.N/A6. DESCRIBE HOW THE PERMANENT STORMWATER MANAGEMENT SYSTEM WILL MINIMIZE ANY INCREASE IN THE TEMPERATURE OF TROUT STREAM RECEIVING WATERS RESULTING IN THE 1, AND2-YEAR 24-HOUR PRECIPITATION EVENTS.N/A7. WETLANDS. DOES YOUR PROJECT DISCHARGE STORMWATER WITH THE POTENTIAL FOR SIGNIFICANT ADVERSE IMPACTS TO A WETLAND (E.G., CONVERSION OF A NATURAL WETLAND TO ASTORMWATER POND)? YES OR NOIF YES, DESCRIBE THE WETLAND MITIGATION SEQUENCE THAT WILL BE FOLLOWED IN ACCORDANCE WITH PART D OF APPENDIX A.N/AINSPECTIONS AND MAINTENANCE (IV.E)DESCRIBE PROCEDURES TO ROUTINELY INSPECT THE CONSTRUCTION SITE:·ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND·WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, AND WITHIN (7) DAYS AFTER THATINSPECTIONS MUST INCLUDE STABILIZED AREAS, EROSION PREVENTION,AND SEDIMENT CONTROL BMP'S AND INFILTRATION AREAS.INSPECTOR WILL FOLLOW REQUIREMENTS SPECIFIED ABOVE AND FILL OUT "ATTACHMENT B - CONSTRUCTION STORMWATER INSPECTION CHECKLIST"1. Describe practices for storage of building products with a potential to leach pollutants to minimize exposure to stormwater:ALL BUILDING PRODUCTS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZE EXPOSURE2. Describe practices for storage of pesticides, herbicides, insecticides, fertilizers, treatment chemical, and landscape materials:ALL LANDSCAPE TREATMENT CHEMICALS WILL BE SEALED AND STORED IN A MANNER TO MINIMIZED EXPOSURE3. Describe practices for storage and disposal of hazardous materials or toxic waste (e.g., oil, fuel, hydraulic fluids, paint solvents, petroleum-based products, wood preservative, additives, curing compounds, and acids) accordingto Minn. R. ch. 7045, including restricted access and secondary containment:ALL HAZARDOUS WASTE WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS.4. Describe collection, storage and disposal of solid waste in compliance with Minn. R. ch. 7035:ALL CONSTRUCTION DEBRIS AND SOLID WASTER WILL BE APPROPRIATELY DISPOSED OF OFF SITE ACCORDING TO LOCAL AND STATE LAWS5. Describe management of portable toilets to prevent tipping and disposal of sanitary wastes in accordance with Minn. R. ch. 7040:SANITARY AND SEPTIC SERVICES WILL BE PROVIDED TO WORKERS WITH PORTABLE FACILITIES MAINTAINED AS NEEDED BY THE PROVIDER.6. Describe spill prevention and response for fueling and equipment or vehicle maintenance:EMPLOYEES WILL BE TRAINED IN TECHNIQUES DESIGNED TO MINIMIZE SPILLS. VEHICLES AND EQUIPMENT SHALL BE CHECKED FOR LEAKS.7. Describe containment and disposal of vehicle and equipment wash water and prohibiting engine degreasing on the site:ALL CONSTRUCTION VEHICLES SHALL BE WASHED OFF SITE8. Describe storage and disposal of concrete and other washout wastes so that wastes do not contact the ground:ALL CONCRETE WASHOUT SHALL OCCUR OFF SITE.FINAL STABILIZATION (IV.G)1. DESCRIBE METHOD OF FINAL STABILIZATION (PERMANENT COVER) OF ALL DISTURBED AREAS:FINAL STABILIZATION WILL BE ACCOMPLISHED WITH PAVEMENT, SOD AND LANDSCAPE MATERIALS.2. DESCRIBE PROCEDURES FOR COMPLETING FINAL STABILIZATION AND TERMINATING PERMIT COVERAGE (SEE PART IV.G.1-5):UPON STABILIZATION DESCRIBED ABOVE, THE CONTRCTOR AND OWNER SHALL MUTUALLY TRANSFER THE NPDES PERMIT TO THE NEXT OWNER WITH DOCUMENTS DESCRIBING THE NATURE OFTERMINATION PROCEDURE.DOCUMENTATION OF INFEASIBILITY: (IF APPLICABLE)SOILS INFORMATIONMAP UNITSYMBOLU6BURBAN LAND UDORTHENTSCOMPLEX, 0-6% SLOPESMAP UNIT NAME......37 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-00602401 NE LOWRY AVE 2401 NE LOWRY AVENUE; ST. ANTHONY, MN 55418 6390 CARLSON DRIVE; EDEN PRAIRIE, MN 55346 INTERSTATE DEVELOPMENT CORPORATION PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:2130809/1/21 CITY RE-SUBMITTAL10/06/21 CITY FINAL SUBMITTAL. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RL, WMBMP, PS. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP R E L IM I N A R Y : N O T F O R C O N S T R U C T I O N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.10/06/21REVISION SUMMARYDATEDESCRIPTIONSW1.5SWPPP - ATTACHMENTS. .. .. .. .. .. .ATTACHMENT B: SWPPP INSPECTION FORMATTACHMENT C: MAINTENANCE PLAN FOR PERMANENT STORM WATER TREATMENT SYSTEMNOTE: THIS INSPECTION REPORT DOES NOT ADDRESS ALL ASPECTS OF THE NATIONAL APOLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) CONSTRUCTION STORMWATER PERMIT ISSUED ON AUGUST 1,2013. THE COMPLETION OF THIS CHECKLIST DOES NOT GUARANTEE THAT ALL PERMIT REQUIREMENTS ARE IN COMPLIANCE; IT IS THE RESPONSIBILITY OF THE PERMITTEE(S) TO READ AND UNDERSTAND THE PERMIT REQUIREMENTS.FACILITY INFORMATIONSITE NAME: FACILITY ADDRESS: PERMIT NUMBER:CITY: STATE: ZIP CODE:INSPECTION INFORMATIONINSPECTOR NAME: _______________________ PHONE NUMBER: _________________________DATE (MM/DD/YYYY): _____________________ TIME: ____________ AM / PMIS THE INSPECTOR CERTIFIED IN SEDIMENT AND EROSION CONTROL AND IS IT DOCUMENTED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP)?IS THIS INSPECTION ROUTINE OR IN RESPONSE TO A STORM EVENT:RAINFALL AMOUNT (IF APPLICABLE): ____________IS THE SITE WITHIN ONE AERIAL MILE OF A SPECIAL OR IMPARED WATER?IF YES, FOLLOW APPENDIX A AND OTHER APPLICABLE PERMIT REQUIREMENTSNOTE: IF N/A IS SELECTED AT ANY TIME, SPECIFY WHY IN THE COMMENT AREA FOR THAT SECTION.EROSION CONTROL REQUIREMENT (PART IV.B)1. SOIL STABILIZATION WHERE NO CONSTRUCTION ACTIVITY FOR 14 DAYS? (7 DAYS WHERE APPLICABLE)2. HAS THE NEED TO DISTURB STEEP SLOPES BEEN MINIMIZED?3. ALL DITCHES STABILIZED 200; BACK FROM POINT OF DISCHARGE WITHIN 24 HOURS? (NOT MULCH)4. ARE THERE BMP'S FOR ONSITE STOCKPILES?5. ARE APPROPRIATE BMP'S INSTALLED PROTECTING INLETS/OUTLETS?6. DO PIPE OUTLETS HAVE ENERGY DISSIPATION?COMMENTS:SEDIMENT CONTROL REQUIREMENT (PART IV.C)1. PERIMETER CONTROL INSTALLED ON ALL DOWN GRADIENT PERIMETERS?2. PERIMETER CONTROL TRENCHED IN WHERE APPROPRIATE?3. 50 FOOT NATURAL BUFFER MAINTAINED AROUND ALL SURFACE WATERS?3.1. IF NO, HAVE REDUNDANT SEDIMENT CONTROLS BEEN INSTALLED?4. INLET PROTECTION ON ALL CATCH BASINS AND CULVERT INLETS?5. VEHICLE TRACKING BEST MANAGEMENT PRACTICES (BMP'S) AT ALL SITE EXITS?6. ALL TRACKED SEDIMENT REMOVED WITHIN 24 HOURS?7. ARE ALL INFILTRATION SYSTEMS STAKED AND MARKED TO AVOID COMPACTION?8. ARE ALL INFILTRATION AREAS PROTECTED WITH A PRETREATMENT DEVICE?9. DO ALL STOCKPILES HAVE PERIMETER CONTROLS?COMMENTS:MAINTENANCE-EROSION AND SEDIMENT CONTROL BMP'S (PART IV.E.)1. ARE ALL PREVIOUSLY STABILIZED AREAS MAINTAINING 90% GROUND COVER?2. ANY DITCH EROSION OBSERVED?3. PERIMETER CONTROL--HAS SEDIMENT REACHED ONE HALF THE HEIGHT OF THE DEVICE?4. ARE INLET PROTECTION DEVICES MAINTAINED AND FUNCTIONING PROPERLY?COMMENTS:OTHER1. ARE ALL MATERIALS THAT CAN LEACH POLLUTANTS UNDER COVER?2. HAS ACCESS BEEN RESTRICTED TO ONSITE HAZARDOUS MATERIALS?3. DOES ON-SITE FUELING ONLY OCCUR IN A CONTAINED AREA?4. ARE ALL SOLID WASTES BEING PROPERLY DISPOSED OF?5. IS THE CONCRETE WASHOUT AREA COMPLETELY CONTAINED?6. IS THE CONCRETE WASHOUT AREA MARKED WITH SIGN?COMMENTS:7. WERE ANY DISCHARGES SEEN DURING THIS INSPECTION, SEDIMENT, WATER, OR OTHERWISE?7.1. IF YES, STATE THE EXACT LOCATION OF ALL POINTS OF DISCHARGE. PHOTOGRAPH THE DISCHARGE AND DESCRIBE THE DISCHARGE (COLOR, ODOR, FOAM, OIL SHEEN, ETC). HOW WILL IT BE REMOVED? HOW DID THE DISCHARGEHAPPEN? HOW MUCH WAS DISCHARGED? HOW WILL IT BE STOPPED, AND HOW LONG WILL IT TAKE TO STOP? IS THE DISCHARGE GOING INTO AN ADJACENT SITE? WAS THE DISCHARGE A SEDIMENT DELTA? IF YES, WILL THE DELTA BERECOVERED WITHIN 7 DAYS?8. WILL A PERMANENT STORMWATER MANAGEMENT SYSTEM BE UTILIZED IN THIS PROJECT AS REQUIRED AND IN ACCORDANCE WITH PART III.D OF THE PERMIT? DESCRIBE:9. IS ANY DEWATERING OCCURRING ON SITE?9.1. IF YES, WHERE? WHAT BMP IS BEING USED? HOW MUCH WATER IS BEING DEWATERED? IS THE WATER CLEAR? WHERE IS THE WATER BEING DISCHARGED TO?10. IS A COPY OF THE SWPPP LOCATED ON THE CONSTRUCTION SITE?11. HAS THE SWPPP BEEN FOLLOWED AND IMPLEMENTED ON SITE?12. IS A SEDIMENTATION BASIN REQUIRED FOR THIS PROJECT AS SPECIFIED IN THE PERMIT?12.1. IF YES, ARE THEY MAINTAINED AS SPECIFIED IN THE PERMIT?13. IS THE TOPSOIL ON THIS PROJECT BEING PRESERVED?13.1. IF YES, EXPLAIN HOW THE TOP SOIL IS BEING PRESERVED. IF NO, EXPLAIN WHY IT WAS INFEASIBLE.14. ARE ALL INFILTRATION SYSTEMS MARKED TO AVOID COMPACTION?14.1. DO ALL INFILTRATION AREAS HAVE PRETREATMENT DEVICES?15. DESCRIPTION OF AREAS OF NON-COMPLIANCE NOTED DURING THE INSPECTION, REQUIRED CORRECTIVE ACTIONS, AND RECOMMENDED DATE OF COMPLETION OF CORRECTIVE ACTIONS:16. PROPOSED AMENDMENTS TO THE SWPPP:17. POTENTIAL AREAS OF FUTURE CONCERN:18. ADDITIONAL COMMENTSDISCLOSURES:·AFTER DISCOVERY, THE PERMIT REQUIRES MANY OF THE DEFICIENCIES THAT MAY BE FOUND IN THIS CHECKLIST BE CORRECTED WITHIN A SPECIFIED PERIOD OF TIME. SEE PERMIT FOR MORE DETAILS.·THIS INSPECTION CHECKLIST IS AN OPTION FOR SMALL CONSTRUCTION SITES. LARGE CONSTRUCTION SITES AND LINEAR PROJECTS REQUIRE MORE EXTENSIVE/MORE LOCATION SPECIFIC INSPECTION REQUIREMENTS.·THE PERMITTEE(S) IS/ARE RESPONSIBLE FOR THE INSPECTION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMP'S AS WELL AS EROSION PREVENTION AND SEDIMENT CONTROL BMP'S UNTILANOTHER PERMITTEE HAS OBTAINED COVERAGE UNDER THIS PERMIT ACCORDING TO PART II.B.5., OR THE PROJECT HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED TO THE MPCA.Y N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AY N N/AATTACHMENT C - COMBINEDFACILITY MANAGEMENT SCHEDULE1.ALL STORMWATER RETENTION, DETENTION AND TREATMENT BASINS MUST BE INSPECTED AT LEAST ONCE A YEAR TO DETERMINE THAT BASINRETENTION AND TREATMENT CHARACTERISTICS ARE ADEQUATE. A STORAGE TREATMENT BASIN WILL BE CONSIDERED INADEQUATE IF SEDIMENTHAS DECREASED THE WET STORAGE VOLUME BY 50 PERCENT OR DRY STORAGE VOLUME BY 25 PERCENT OF ITS ORIGINAL DESIGN VOLUME.BASED ON THIS INSPECTION, IF A STORMWATER BASIN REQUIRES SEDIMENT CLEANOUT, THE BASIN WILL BE RESTORED TO ITS ORIGINAL DESIGNCONTOURS AND VEGETATED STATE WITHIN ONE YEAR OF THE INSPECTION DATE.2. ALL GRIT CHAMBERS, SUMP CATCH BASINS, SUMP MANHOLES, OUTLET STRUCTURES, CULVERTS, OUTFALL STRUCTURES AND OTHER STORMWATERFACILITIES FOR WHICH MAINTENANCE REQUIREMENTS ARE NOT OTHERWISE SPECIFIED HEREIN MUST BE INSPECTED IN THE SPRING, SUMMER ANDFALL OF EACH YEAR. WITHIN 30 DAYS OF THE INSPECTION DATE, ALL ACCUMULATED SEDIMENT AND DEBRIS MUST BE REMOVED SUCH THATEACH STORMWATER FACILITY OPERATES AS DESIGNED AND PERMITTED. CONTRIBUTING DRAINAGE AREAS MUST BE KEPT CLEAR OF LITTER ANDVEGETATIVE DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS KEPT CLEAR, INLET AREAS KEPT CLEAN, AND UNDESIRABLE VEGETATION REMOVED.EROSION IMPAIRING THE FUNCTION OR INTEGRITY OF THE FACILITIES, IF ANY, WILL BE CORRECTED, AND ANY STRUCTURAL DAMAGE IMPAIRINGOR THREATENING TO IMPAIR THE FUNCTION OF THE FACILITIES MUST BE REPAIRED.3. VOLUME CONTROL FACILITIES AND CONTRIBUTING DRAINAGE AREAS MUST BE INSPECTED EVERY THREE MONTHS DURING THE OPERATIONALPERIOD (BETWEEN SPRING SNOWMELT AND FIRST SUBSTANTIAL SNOWFALL) AND MONITORED AFTER RAINFALL EVENTS OF 1 INCH OR MORE TOENSURE THAT THE CONTRIBUTING DRAINAGE AREA IS CLEAR OF LITTER AND DEBRIS, INFLOW PIPES AND OVERFLOW SPILLWAYS ARE CLEAR, INLETAREAS ARE CLEAN, UNDESIRABLE VEGETATION IS REMOVED AND THERE IS NO EROSION IMPAIRING OR THREATENING TO IMPAIR THE FUNCTIONOF A FACILITY. IF SEDIMENT HAS ACCUMULATED IN A INFILTRATION FEATURE, WITHIN 30 DAYS OF INSPECTION DEPOSITED SEDIMENTS MUST BEREMOVED, THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS MUST BE RESTORED, AND ANY SURFACE DISTURBANCE MUST BE STABILIZED.INSPECTION MUST ENSURE THAT SEDIMENT TRAPS AND FOREBAYS ARE TRAPPING SEDIMENT AND THAT MORE THAN 50 PERCENT OF THESTORAGE VOLUME REMAINS, THE CONTRIBUTING DRAINAGE AREA IS STABLE (I.E., NO EROSION IS OBSERVED), AND INLETS ANDOUTLET/OVERFLOW SPILLWAYS ARE IN GOOD CONDITIONS WITH NO EROSION. MAINTENANCE TECHNIQUES USED MUST PROTECT THEINFILTRATION CAPACITY OF THE PRACTICE BY LIMITING SOIL COMPACTION TO THE GREATEST EXTENT POSSIBLE (E.G., BY USING LOW-IMPACTEARTH-MOVING EQUIPMENT).4. UNDERGROUND STORAGE CHAMBERS MUST BE INSPECTED AT LEAST ONCE A YEAR TO ENSURE THAT ADEQUATE STORAGE CAPACITY REMAINS.CAPACITY WILL BE CONSIDERED INADEQUATE IF SEDIMENT HAS DECREASED THE STORAGE VOLUME BY 50 PERCENT OF ITS ORIGINAL DESIGNVOLUME. ACCUMULATED DEBRIS AND SEDIMENT WILL BE REMOVED, AND INLET AND OUTLET STRUCTURES WILL BE CLEARED OF ANY FLOWIMPEDIMENTS.38 CITY OF SAINT ANTHONY VILLAGE HENNEPIN COUNTY, MINNESOTA RESOLUTION 21-078 A RESOLUTION APPROVING A REQUEST FOR A FINAL PLAN STAGE PUD, FOR THE INTERSTATE/BREMER BANK/CITY OF ST. ANTHONY VILLAGE, INCLUDING A COMMERCIAL BANK FACILITY OF APPROXIMATELY 6,029 SQUARE FEET, A MULTI-FAMILY RESIDENTIAL PROJECT OF UP TO 76 DWELLING UNITS, AND LAND TRANSFERS NECESSARY TO ACCOMMODATE THE PROPOSED PROJECT AT 2401 LOWRY AVENUE NE, 2654 KENZIE TERRACE, AND 2534 KENZIE TERRACE WHEREAS, the City of St. Anthony Village received a request from Interstate Development for a multi-parcel PUD, redeveloping the subject sites to (1) a commercial bank facility, (2) a multiple family residential development of up to 76 dwelling units, and land transfers between Bremer Bank and the City of St. Anthony Village at 2401 Lowry Avenue NE, 2654 Kenzie Terrace, and 2534 Kenzie Terrace; and WHEREAS, the property consists of 4 separate parcels of approximately 3 acres and is located along the east boundary of Stinson Parkway and along Kenzie Terrace; and WHEREAS, the properties are currently zoned C, Commercial; and WHEREAS, the properties shall be rezoned to C, Commercial with a PUD Overlay for the subject properties of 2534 and 2654 Kenzie Terrace, and to R-4, Multiple Family Residential with a PUD Overlay; and WHEREAS, the project would be consistent with the St. Anthony 2040 Comprehensive Plan related to the conversion of this property to the mixed uses proposed, including commercial and multiple family residential use; and WHEREAS, the density of the proposed residential portion of the project at 40 units per acre is consistent with the Comprehensive Plan density range for such use; and WHEREAS, the Planning Commission has considered all of the comments and the staff report, which are incorporated by reference into the resolution; and WHEREAS, the Planning Commission held a public hearing on August 17, 2021 on the Preliminary Plan PUD application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the City Council approved the Preliminary Plan PUD on September 14, 2021with the conditions noted in the Staff report, and; and WHEREAS, the City Council makes the following findings of fact in support of the resolution for approval of the Final Plan PUD: 1.The PUD property is located in an area of mixed commercial and residential use. 2.The proposed improvements to the PUD property are consistent with the character of the neighborhood in which it is located. 3.The various aspects of the proposed development are consistent with requirements of the City’s commercial and high density housing requirements, or are supported by the goals and objectives of the requirements for PUD consideration, and the long-term expectations of the Comprehensive Plan. 4.With the modification to the site and building plans made as required by the Preliminary Plan PUD approval, the proposed improvements constitute a reasonable use of the properties in question. 5.The proposed PUD will accommodate reasonable use without negative impacts on neighboring property nor on public improvements and services. NOW THEREFORE MAY IT BE RESOVLED, that the City Council of the City of St. Anthony Village accepts the findings and recommendations documented in the staff report and approves Final Plan for the St. Anthony Village Senior Housing PUD as shown on the plans submitted on October 5, 2021: 1.Final Staff reviews for Engineering, Public Safety, Public Works, and Building Departments. 2.Final Approvals from Hennepin County as required. 3.Subdivision, Easement Dedications/Vacations, and Land Transfers as required. 4.Execution of Final PUD Agreement and other agreements as necessary. Passed in regular session of the City Council on the 26th day of October, 2021. ____________________________________ Randy Stille, Mayor ATTEST:____________________________ City Clerk Review for Administration: ____________________________________ Charlie Yunker, City Manager ORDINANCE 2021-04 1 CITY OF ST. ANTHONY RAMSEY COUNTY, MINNESOTA AN ORDINANCE AMENDING TITLE XV OF THE ST. ANTHONY CITY CODE, KNOWN AS THE ZONING ORDINANCE, BY ESTABLISHING THE KENZIE TERRACE PUD OVERLAY DISTRICT, AND REZONING THE FOLLOWING PARCELS AS FOLLOWS: 2401 Lowry Avenue NE, PID 07-029-23-23-0002 from C-Commercial to R-4, Multiple Family Residential and Kenzie Terrace PUD Overlay and 2654 Kenzie Terrace, PID 07-029-23-24-0020 and 07-029-23-24-0021 C-Commercial to C-Commercial and Kenzie Terrace PUD Overlay District THE CITY COUNCIL OF THE CITY OF ST. ANTHONY HEREBY ORDAINS: Section 1.Section 152.020 (E) – Planned Unit Developments is hereby amended by adding the following: (3) Kenzie Terrace PUD Overlay District (a)Purpose. The purpose of the Kenzie Terrace PUD Overlay District is to provide for the development of certain real estate subject to the Overlay District for commercial and high-density residential land uses. (b)Permitted Uses. Permitted principal uses in the Development 65 PUD District shall be those uses as found in the R-4, Multiple Family Residential District of the St. Anthony Zoning Ordinance on Parcel PID 07-029-23-23-0002; and those uses found in the C-Commercial District on Parcels PID 07-029-23-24-0020 and 07-029-23-24-0021, subject to any approved PUD Development Agreement on file with the City, as well as the Final Stage Development Plans submitted on 10/05/2021, as may be amended. The introduction of any other use from any district shall be reviewed under the requirements of the St. Anthony Zoning Ordinance, Chapter XV, Section 152.200 et seq. – Planned Unit Developments for Development Stage PUD and Final Stage PUD. (c)Accessory Uses. Accessory uses shall be those commonly accessory and incidental to the allowed uses, and as specifically identified by the approved final stage PUD plans. (d)District Performance Standards. Performance standards for the development of any lot in the Kenzie Terrace PUD Overlay District shall adhere to the approved final stage PUD plans and development agreement for each lot. In such case where any proposed improvement ORDINANCE 2021-04 2 is not addressed by the final stage PUD, then the regulations of the R- 4, Multiple Family Residential District or C-Commercial District shall apply, as applicable to the approved Principal Use on the subject parcel. (e)Amendments. Where changes to the PUD are proposed in the manner of use, density, site plan, development layout, building size, mass, or coverage, or any other change, the proposer shall apply for an amendment to the PUD under the terms of the St. Anthony Zoning Ordinance, Section 152.200 et seq.. The City may require that substantial changes in overall use of the PUD property be processed as a new project, including a zoning district amendment. Section 2.The zoning map of the City of St. Anthony is hereby amended to rezone the following described parcels to Kenzie Terrace PUD Overlay District: See Attached Legal Description Section 3.The City Clerk is hereby directed to mark the official zoning map to reflect this ordinance. The map shall not be republished at this time. Section 4. The City Clerk is hereby directed to make the changes required by this Ordinance as part of the Official St. Anthony City Code, Title XV, Zoning Ordinance, and to renumber the tables and chapters accordingly as necessary to provide the intended effect of this Ordinance. The City Clerk is further directed to make necessary corrections to any internal citations that result from said renumbering process, provided that such changes retain the purpose and intent of the Zoning Ordinance as has been adopted. Section 5.This Ordinance shall take effect and be in full force from and after its passage and publication. The ordinance in its entirety and map shall be posted on the City website after publication. Copies of the complete Ordinance and map are available online and at St. Anthony City Hall for examination upon request. ADOPTED BY the St. Anthony City Council this 26th day of October, 2021. __________________________________ Randy Stille, Mayor ATTEST: ___________________________________ City Clerk CITY OF ST. ANTHONY VILLAGE STATE OF MINNESOTA RESOLUTION 21-079 A RESOLUTION APPROVING SUMMARY PUBLICATION FOR ORDINANCE 2021-04 WHEREAS, the City Council of the City of St. Anthony has adopted the above referenced ordinance concerning amending the zoning ordinance by establishing the Kenzie Terrace PUD Overlay District; and WHEREAS, Minnesota Statutes, section 412.191, subdivision 4 allows publication by title and summary in the case of lengthy ordinances or those containing maps or charts; and WHEREAS, the City Council believes that the following summary would clearly inform the public of the intent of Ordinance 2021-04. NOW, THEREFORE, BE IT RESOLVED that: the following summary of Ordinance 2021-04 shall be published in the official paper in lieu of the entire ordinance. SUMMARY PUBLICATION Ordinance 2021-04 An Ordinance Amending Chapter 152 as it relates to establishing the Kenzie Terrace PUD Overlay District. The City Council of the City of St. Anthony adopted Ordinance 2021-04 on October 26, 2021, amending Chapter 152 related to establishing the Kenzie Terrace PUD Overlay District. The intent of this modification is to establish to Kenzie Terrace PUD Overlay District to provide for the development of certain real estate subject to the Overlay District for commercial and high-density residential land uses and rezoning certain parcels. The full Ordinance is available for review at City Hall, St. Anthony City Hall, 3301 Silver Lake Road, St. Anthony, MN 55418. Adopted this 26th day of October, 2021. _________________________ _________________________________ Randy Stille, Mayor ATTEST: _________________________ City Clerk Reviewed for administration: _________________________________ Charlie Yunker, City Manager 10/20/2021 1 CAPITAL FUNDS 2022-2038 CAPITAL FUNDS PURPOSE Capture the big picture of equipment used in the current delivery of City services With the big picture established: Equipment replacement timing proactively managed to ensure availability of resources Allows time for the investigating replacement alternatives Sharing of equipment Leasing New equipment options that provide more functionality or are less costly 10/20/2021 2 ANNUAL UPDATE PROCESS Finance staff provides updated schedules to department heads Department heads meet with their staff to evaluate their equipment’s condition and future needs Department heads meet with the Finance staff to reflect the updated information into the proposed replacement schedule City Manager and Finance Director provide the proposed Capital plans to the City Council for review and discussion The City’s capital funds are updated annually, covering chain saws to fire engines Manufacturer’s suggested end of useful life does not define replacement date; equipment condition is the determining factor. BUILDINGS IMPROVEMENT FUND SOURCES Building improvement levy Community Center transfer USES HVAC Roofs Lighting Security Windows & Doors Tuck-pointing 10/20/2021 3 BUILDINGS IMPROVEMENT FUND 2021 City Hall has 5 HVAC roof top units being replaced 2020 City Hall offices 2021 PD & CS Cafeteria 2022 CS offices classrooms 2023 Gym GPS' NPBI technology re- installed into new HVAC units Future Annual levy increase restored for 2022 Buildings 12-25 years old Roof replacements 2024+ Community Services lease renewal in 2028. Explore measuring power usage within the City Hall / Community Services building to ensure conservation efforts. Review adequacy of building improvement levy in connection with results of "Sebesta Type" evaluation of City Buildings. CAPITAL EQUIPMENT FUND SOURCES Capital equipment levy Equipment sales, trade-ins & donations MSA allocation USES Fleet Squads & unmarked Public Works trucks Fire trucks & rescue vehicles Heavy equipment Specialty equipment Technology 10/20/2021 4 CAPITAL EQUIPMENT FUND 2021 Squad car replacement based on mileage-estimated life 3-4 years 3 Squads replaced in 2021-one deferred from 2020 2010 Toro Grandstand mower replaced Future Annual levy increase restored for 2022 2022 Fleet replacements 3 Public works vehicles 2 Police vehicles 1 Fire Utility vehicle Evaluating opportunities for the use of electric vehicles vs gasoline or diesel 2022-2023 Fire’s self contained breathing apparatus (SCBA) PARK IMPROVEMENT FUND SOURCES Parkland dedication fees Donations & grants Park Improvement levy USES Athletic facilities & playground structures Park shelters Splash pads Trail construction 10/20/2021 5 PARK IMPROVEMENT FUND 2021 Tennis Courts resurfaced and painted Future 2022 Began the phase in of the Park Improvement Levy Assessing current Park amenities and play structures to prioritize needs UTILITIES INFRASTRUCTURE FUND SOURCES Connection fees Collection of inter-fund loans Grants as available Utility Fund transfer (Beginning in 2024) USES Water infrastructure & equipment Sewer infrastructure & equipment Fiber infrastructure & equipment 10/20/2021 6 UTILITIES INFRASTRUCTURE FUND 2021 Replacing 2006 Water Utility Van Water system risk analysis and response plan completion in 2021 Future Water Tower re-hab and painting 2021-2022, American Rescue Act funding STORMWATER FUND SOURCES Stormwater fees Watershed grants & cost sharing USES Permitting (MS4) & agency reporting Engineering studies Stormwater pond maintenance Flood improvements Water quality activities 10/20/2021 7 STORMWATER FUND 2021 2006 Street Sweeper replaced Repair of a failed stormwater pipe along 33rd Avenue Future Harding Pond was established in the early 2000’s Harding Pond was designed to accommodate a 100-year flood event. Maintenance needs are evaluated to determine if the existing flood capacity adequate. The $272,000 project anticipates addressing a capacity issue. The project cost maybe revised based on further Engineer findings. Estimated timing and costs for maintenance of remaining retention ponds will be developed in 2022-2023 STREET IMPROVEMENT & DEBT SERVICE FUNDS SOURCES Street improvement debt levy Bond proceeds Assessments MSA allocation One-time revenues & project savings USES Street improvement debt Street reconstruction Utility reconstruction Street lights Sidewalks Mill & overlays Alleys 10/20/2021 8 STREET IMPROVEMENT 2022 Mill and Overlays & Alleys 2022 Street and Utility Improvements STREET IMPROVEMENT 2022-2037 Future Street Improvements Map 2022 Street Improvement schedule modified Street and Utility improvements going forward are scheduled with an off year every third year Scheduled off years: •2023 •2026 •2029 •2032 •2035 10/20/2021 9 PHASE II DEBT LEVY BENEFITS Impact of modifying the pace of improvements on debt levy management x x x x x x x x x x x x x x x x x x x x Benefits : Overall Debt burden will be reduced at a faster pace The resulting debt levy decreases will allow for a transition to Infrastructure Levy for long term levy support of street improvements Residential Street reconstructions anticipated completed by 2037 vs 2032. Infrastructure levy used 100% to support street cost, saving issuance and interest costs Gain flexibility to adjust if other levy demands occur RESULTING DEBT LEVY PROGRAM 2022-2037 Debt Levy will remain at $2,487,181 for levy years 2022 and 2023 10/20/2021 10 THANK YOU Questions? ACTION STEPS RESPONSIBILITY COMMENTS Continue Phosphorus Reduction Initiative PW, ENG Ongoing in Salo Pond and in the MWMO Research Facility Continue Silver Lake Clean Up (delist)PW, ENG Conversations continue with the DNR on delisting Silver Lake. Water quality is monitored annually and we look for initiatives to improve water quality Continue a rain barrel & rain garden workshop PW Provided online sign up to purchase rain barrels, in 2021 we had 15 rain barrels available and sold all of them within a couple of days Maintain highest Greenstep Cities status PW Maintained GreenStep 5 Status Promote Water Conservation PW City adopted Mayor's Water Challenge resolution Continue solar garden participation & explore expansion CY, SG Both Wright and Sherburne County solar gardens are operational Explore alternate energy ideas/vehicles CY, PW, ENG, SG Solar demonstration project approved for Central Park Pavilion Explore organics w/next Organized Collection Contract CY, NM Included in RFP in next organized collection contract Continue Fix-it Clinic & TechDump NM, PW Tech Dump held on October 9, 2021 Maintain Tree City Certification PW Received 2020 Tree City Recognition in March 2021 Comply with MPCA MS4 Phase 2 PW, ENG Permit sublitted to MPCA for review on 4/15/21. Articles included in Newsletter, SWPPP webpage created STRATEGIC INITIATIVES GOALS Build and Cultivate Environmental Responsibility City of Saint Anthony Goals Chart SAFE, SOUND & PROGRESSIVE COMMUNITY WELCOMING "VILLAGE" QUALITY HOUSING & COMMERCIAL/ INDUSTRIAL BUSINESSES ROBUST TECHNOLOGY ENVIRONMENTAL STEWARDSHIP QUALITY INFRASTRUCTURE 2021 ACTION STEPS RESPONSIBILITY COMMENTS Manage 5G expansion CY, PW, ENG, SG Working with SRA on permit language Complete 2021 street and utility project PW, ENG Construction largely completed for 2021. Final work to be completed in 2022 Continue accessible pedestrian signals (APS)PW, ENG Kenzie Terrace, St. Anthony Blvd & Hwy 88 on Hennepin County CIP Explore traffic safety re-alignments, i.e. "road diets"PW, ENG Kenzie & Stinson on Hennepin County CIP & 37th on Ramsey County TIP Continue LED Lighting upgrades city-wide PW Reviewing tennis courts, Council Chambers. City Hall area completed Review adequacy, function & size of public facilities All FD evaluating adding office space for Assistant Chief and Shift Officers. Parks evaluation by WSB in process Explore sanitary sewer Inflow & Infiltration reduction policy SR, PW, ENG In discussions with Met Council regarding MOU related to surcharge program. Will work with Met Council on advancing additonal I & I reduction programs Monitor Mpls Park Board Grand Rounds planning CY, PW, ENG, SG Council and Parks & Environmetal Commission discussing city-wide vision for bike paths, including Grand Rounds "missing link" Explore reuse of sump pump water PW, ENG Will continue to explore this when appropriate project with a nearby facility that we can use the water is identified Water Tower and Ground Storage Facility Maintenance PW, ENG Preparing Plan & Specifications for bid in the winter of 2021/2022, request for bid open until Nov. 11th Explore grant for electric vehicle charging stations PW, ENG Grant application for (2) charging stations at the Community Center denied. Exploring another opportunity for appropriate fit to St. Anthony ACTION STEPS RESPONSIBILITY COMMENTS Support Police Department Strategic Initiatives All Enhanced employee evaluation process to include quarterly check-ins. Revisions made to emphasize employee development along with performance. Continue Support of Family Services Collaborative initiatives All Helped promote COVID vaccination clinic held in April & May 2021 Expand online city services on website All Online sign up for Clean Up day to help with billing, Website redesign in process started in June 2021, online sign up for Tech Dump, website redesign new look scheduled to go live Nov. 16, online permitting portal in development Participate in Night to Unite JM Online sign up active for August 3, 2021 Expand innovative community engagement & gathering opportunities All Held meeting with faith community leaders Review Community Academy model for enhancement & attracting diverse attendees ALL Highligthed women in law enforcement. Utilized social media tools to focus promotion to target audience. Continue youth engagement activities CY, NM Commission student liaisons are placed, Students in Governement scheduled for November Build upon existing engagement with community organizations ALL Code Enforcement partnered with Community Services to conduct pollinator garden seminars Encourage community to engage with City commissions CY, NM Parks & Environmental Commission approached with ideas on pickball courts and walking/biking trails Foster & Encourage Civic Engagement Maintain and Enhance Infrastructure ACTION STEPS RESPONSIBILITY COMMENTS Implement Race & Equity Plan CY Membership in National GARE. GARE Team meeting regularly. Participating in Welcome Initiative w/ISD282 & Kiwanis. Joined in Just Deeds project Continue to conduct Council Tour of City All Conducted on August 23, 2021 Ensure city code reflects sustainability initiatives CY, SG Code review in progress Conduct local Business Retention & Expansion program CY Met with representative from the Open to Business program and updated resources on the City website Explore redevelopment of city-owned property CY Continued discussions for both the former bowling alley site (2654 Kenzie) and gas station/strip mall (3803 Stinson) Enhance Mental Health Awareness & Resources for staff All All FD personnel have done or are scheduled for Check Up From The Neck Up Explore use of administrative citations for code enforcement MS Potential worksession topic in the future Evaluate services/policies/procedures through equitable lens ALL Made Credit Card payments available for utility bills to help avoid late fees. City absorbs processing fee Improve welcoming of new residents to St. Anthony Village CY, NM Staff partnered with Villagefest city booth and attendance at new resident mixer August 7, 2021 Monitor land use changes for changing market conditions ENG, SG Single family home expansion renovations, blended commercial/industrial uses, commerical site design flexibility ACTION STEPS RESPONSIBILITY COMMENTS Build & Implement comprehensive communication plan to tell our story CY, NM Communication plan presented to City Council July 13, 2021 Enhance sustainability tour online/mobile map NM, ENG Completed update for web based on-line Continue Coffee with the Council CY Quarterly dates scheduled. Web page added to house details Enhance use of imagery & videos in city communications ALL Exploring producing videos to supplement annual reports Explore Options for Mass Emergency Communications MS Research of appropriate solutions is ongoing. Foster engagement and relationships with rental communities "neighborhoods"All Police Department continues Coffee with a Cop, Nite to Unite and informal engagement in rental neighborhoods Implement enhancements to city newsletter NM, JK Summer edition added binding to keep pages together Consider changing official newspaper & notification avenues CY, NM Worksession topic in the future Explore use of community surveys to help inform decisions CY, NM Presented vendor options at September 28, 2021 worksession, staff continuing to gather additional information Create & Maintain Healthy Neighborhoods Communicate Transparently & Effectively ACTION STEPS RESPONSIBILITY COMMENTS Continue operational audits of police officer body cameras All Monthly internal audits conducted. Bi-annual audit presented April 13th Continue public safety community outreach opportunities JM Hotdogs with Public Safety on 7/1/21. Coffee With a Cop quarterly Explore pedestrian & bike friendly routes PW, ENG Discussed at 8/30 joint Council & PEC work session Continue traffic studies on major roadways & intersections PW, ENG We are working with Hennepin and Ramsey Counties to add intersections and roadways to their long range CIP plans Patient follow-up after critical incidents MS COVID restricts access to hospitals, conducting phone calls as temp. measure Participate in public safety joint mental health initiatives JM Community social worker implemented with NYFS Foster connection to mental health services for residents with existing resources CY, NM Mental health resources page added to the City website Upgrade Police Department Records Management System JM Discussions in progress with Metro-Inet and other member agencies with likely vendor. Implementation expected in 2022 Explore Fire Department Medical Skillset Expansion MS Moved to usage of intramuscular epinephrine injections. Added the Elegard to our cardiac arrest management process ACTION STEPS RESPONSIBILITY COMMENTS Track grant outcomes & new opportunities All 1st Quarter-$13,356.91, 2nd Quarter-$54,850.60, 3rd Quarter-$40,293.84 Maintain cooperative ventures with other entities All Discussions with Doran and Sterling regarding city assuming certain Salo Park maintenance responsibilities Plan 2022 levy and street improvement program SR Debt levy discussed at 3/9 work session. 2022 Street project feasibility report approved 5/11, 2022 Debt levy and Phase II Debt Levy program approved 7/13, plans & specs ordered for 2022 street project 8/10 Support professional development CY, HR Postponed due to COVID Review staffing, compensation, and organizational structure CY, HR Hired Public Works Director, Human Resources/Deputy City Clerk, Public Works Superintendent, PT Accounting Clerk for NineNorth contract Expand sharing of major equipment items with other governmental entities PW, JM, MS Discussions with MWMO on servicing pumps Compile existing tools into long-term financial plan (Budget, Peak to Plateau, CIP, etc.)SR Updated long term street reconstruction plan to include a gap year every third year Review and Update the General Fund fund balance policy SR Discussed at Council and staff Goal Setting, approved by City Council August 24, 2021 KEY CC - City Coun SR - Shelly Rueckert JK - Janet Kimmel CY - Charlie Yu MS - Mark Sitarz NM - Nicole M ENG - Justin Messner ML - Mike Larson HR - Jennifer D SG - Steve Grittman PW - Jeremy Gumke Increase & Maintain Fiscal Strength Ensure a Safe & Secure Community Date Type Staff Present November 9 Work Session Council Topic City Council City Manager November 9 Regular Planning Commission items from October Authorizing polling places for 2022 1st Reading Water, Sewer, & Stormwater-Public Hearing Hennepin County Recycling Agreement Salo Maintenance Agreement City Council City Manager November 15 Work Session Commission Interviews City Council City Manager November 16 Work Session Joint with Planning Commission City Council City Manager November 23 Regular Fire Prevention Poster Winners Students in Government Presentation Water Conservation Poster Winners 2nd Reading and Adoption Water, Sewer, & Stormwater 2022 Street Project Approve Plans & Specifications, Authorize Advertisement for Bids City Council City Manager December 14 Work Session Communications Survey & Policy City Council City Manager December 14 Regular Planning Commission items from November Appoint Parks and Planning Commissioners and Chair/Vice Chairs Setting Salary of City Manager Authorizing Transfers & Closing of Specified Funds Setting the 2022 City & HRA Budgets and Final Property Tax Levy -Public Hearing 2022 Fee Schedule Quarterly Goals update Final reading and adoption of water, sewer, & stormwater City Council City Manager Finance Director City Engineer December 28 Regular City Council City Manager January 11 Work Session City Council City Manager January 11 Regular Planning Commission items from December Housekeeping Resolutions Resolution for the Street Improvement Bond Reimbursement Quarterly Donations & Grants City Council City Manager January 25 Regular Public Works Snow Plowing Operations presentation NYFS Agreement Outside Orgs-Council City Council City Manager FUTURE COUNCIL AGENDA ITEMS 2021 2022 Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS February 8 Work Session City Council City Manager February 8 Regular Planning Commission items from January Public Hearing-2023 Budget Calendar and Process 2022 Planning Commission Work Plan- (motion only) Administration Annual Report City Council City Manager Finance Director February 22 Regular Finance Annual Report GreenCorp Member application-resolution Adoption of Strategic Plan Liquor Annual Report City Council City Manager Liquor Op Manager March 8 Work Session Debt Levy/Updated Street Improvement Plan City Council City Manager Finance Director March 8 Regular Planning Commission Items from February Liquor License Renewals Public Works Annual Report 2022 Parks and Environmental Commission Work Plan- (motion only) City Council City Manager Public Works Director March 22 Regular Police Annual Report Wyland Water Challenge 2022 Street Project Call for Hearing on Improvements, Call for Hearing on Assessments, Order Preparation of Assessment Call for sale of bonds Approval of 2023 debt levy-public hearing City Council City Manager Police Dept City Engineer April 12 Work Session City Council City Manager April 12 Regular Planning Commission Items from March Quarterly Donations & Grants Fire Annual Report Arbor Day Proclamation Earth Day Proclamation Quarterly Goals Update City Council City Manager Fire Dept April 26 Regular 2022 Street Project Public Hearing, Order Improvements, Adopt & Confirm Assessments, Award Contract for Construction, Call for Sale of GO Bonds Presentation from Nine North-Dana Healy City Council City Manager City Engineer May 10 Work Session City Council City Manager Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS May 10 Regular Planning Commission items from April Insurance Renewal Tort Limits - Consent Order 2023 Feasibility Study City Council City Manager City Engineer May 22 Regular Salo Park Concert Series Chamber of the Year and Business of the Year City Council City Manager June 14 Work Session Estimated Levy Scenarios City Council City Manager June 14 Regular Planning Commission Items from May City Council City Manager June 28 Regular Audit Presentation Finance Annual Report City Council City Manager July 12 Work Session City Council City Manager July 12 Regular Planning Commission items from June Quarterly Donations & Grants Approval of 2023 debt levy-public hearing Quarterly Goals Update City Council City Manager Finance Director July 26 Regular Liquor Operations Mid Year Report VillageFest Presentation Night to Unite Presentation Night to Unite Proclamation GARE Team Presentation City Council City Manager Liquor Op Mgr Police Chief August 9 Work Session City Council City Manager August 9 Regular Planning Commission items from July Approve 2023 Feasibility Study and Order Plans and Specs City Council City Manager August 23 Regular Budget Presentation City Council City Manager Finance Director September 13 Work Session City Council City Manager September 13 Regular Planning Commission items from August 2023 Preliminary Operating Budget and Levy-Public Hearing Kiwanis Peanut Day Students in Leadership-Consent City Council City Manager Finance Director Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS September 27 Regular Fire Prevention Presentation Spirit of St. Anthony Award SANB #282 Presentation Union Contracts City Council City Manager Fire Dept October 11 Work Session 2023 Long term capital budget plans City Council City Manager Finance Director October 11 Regular Preliminary Certification of Delinquent Waste Hauler Accounts-Consent Agenda Preliminary Certification of Delinquent Utility Accounts-Consent Agenda City Council City Manager October 25 Work Session 2023 utility rates and budgets City Council City Manager Finance Director October 25 Regular Quarterly Donations & Grants Quarterly Goals Update Approval of CIP City Council City Manager Finance Director