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HomeMy WebLinkAboutCC PACKET 09142021 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. The meeting can be viewed live via cable channel 16 in the North Suburbs or the web broadcast at https://webstreaming.ctv15.org/regionview.php?regionid=64. Due to health concerns and limited seating, we encourage use of virtual option by using this link: https://www.savmn.com/Calendar.aspx?EID=1204 There is also a dial-in option available. Members of the public who wish to attend the meeting may do so in person. For those not in attendance, If you wish to submit a comment or question, electronically submit your comments at http://www.savmn.com/FormCenter/Public-Comments-for-City-Meetings-conduc-20/Public-Comments-for- City-Council-Meeting-91 no later than 5:30 pm on the day of the City Council meeting. Following guidance from state health officials, some City Council Members may choose to participate in upcoming meetings electronically pursuant to MN Stat. §13D.021. Call to Order. Pledge of Allegiance. Roll Call. Consideration, discussion, and possible action on all of the following items: I. Approval of the September 14, 2021, City Council Meeting Agenda. (action requested.) II. Proclamations and Recognitions. III. Consent Agenda. These items are considered routine and will be enacted by one motion. There will be no separate discussion of these items unless a Councilmember or citizen so requests, in which the item will be removed from the Consent Agenda and placed elsewhere on the agenda. A. Approval of August 24, 2021, City Council meeting minutes. (pp.1-5) B. Licenses and Permits. (pp.7) C. Claims. (pp.9-11) D. Appoint Student Liaisons to the Planning and Parks and Environmental Commission. (pp.13) IV. Public Hearing. A. Resolution 21-066 a resolution Setting the Proposed 2022 Tax Levy and General Operating Budget for the City of St. Anthony Village. Shelly Rueckert, Finance Director presenting. (pp.15-32) CITY OF ST. ANTHONY VILLAGE CITY COUNCIL MEETING AGENDA SEPTEMBER 14, 2021 7:00 p.m. HRA meeting immediately after council meeting 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. V. Reports from Commission and Staff A. Resolution 21-067 a resolution approving preliminary plan stage PUD, for the Interstate/Bremer Bank/City of St. Anthony Village, including a commercial bank facility of approximately 6,000 square feet, a multi-family residential project of up to 76 units, and land transfers necessary to accommodate the proposed project at 2401 Lowry Ave NE, 2654 & 2534 Kenzie Terrace. Paul Morita, Planning Commissioner presenting. (pp.33-90) VI. General Business of Council. VII. Reports from City Manager and Council members. VIII. 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. IX. Information and Announcements X. Adjournment CITY OF ST. ANTHONY 1 CITY COUNCIL REGULAR MEETING MINUTES 2 AUGUST 24, 2021 3 4 CALL TO ORDER. 5 6 Mayor Stille called the meeting to order at 7:00 p.m. 7 8 PLEDGE OF ALLEGIANCE. 9 10 Mayor Stille invited the Council and audience to join him in the Pledge of Allegiance. 11 12 ROLL CALL. 13 14 Present: Mayor Stille, Councilmembers Jenson, Randle, Walker and Webster. 15 Absent: None. 16 Also Present: City Manager Charlie Yunker and Finance Director Shelly Rueckert. 17 18 19 CONSIDERATION, DISCUSSION, AND POSSIBLE ACTION ON ALL OF THE FOLLOWING 20 ITEMS. 21 22 I.APPROVAL OF AUGUST 24, 2021 CITY COUNCIL MEETING AGENDA. 23 24 Motion by Councilmember Randle, seconded by Councilmember Webster, to approve the City 25 Council Meeting Agenda of August 24, 2021 as presented. 26 27 Motion carried 5-0. 28 29 II.PROCLAMATIONS AND RECOGNITION – NONE. 30 31 III. CONSENT AGENDA.32 33 A.Approve August 10, 2021, Council meeting minutes.34 B.Licenses and permits.35 C.Claims36 D.Resolution 21-064 a resolution to approve revised Fund Balance Policy.37 38 Mayor Stille stated revising the Fund Balance Policy increase and expands the minimum fund 39 balance range from 30-35% to 35-50%. 40 41 Motion by Councilmember Jenson, seconded by Councilmember Webster, to approve the 42 Consent Agenda items. 43 44 Motion carried 5-0. 45 46 IV. PUBLIC HEARING – NONE.47 48 V. REPORTS FROM COMMISSION AND STAFF – NONE. 49 1 City Council Regular Meeting Minutes August 24, 2021 Page 2 1 VI. GENERAL BUSINESS OF COUNCIL. 2 3 A. 2022 Budget Presentation. 4 5 Finance Director Shelly Rueckert reviewed at the March 9, 2021, work session, the City Council 6 and staff reviewed the proposed 2022 Debt Levy. The Debt Levy provides funding for 2022 debt 7 service payments for the Road Improvement debt, Lease Revenue debt (city buildings) and the 8 Tax Abatement debt (parks and sidewalks). The proposed 2022 Debt Levy was approved at the 9 July 13th City Council Meeting. 10 11 At the June 8th work session, Staff provided the City Council with an early projection regarding 12 the overall levy and General Fund Budget. Staff presented an updated overall levy scenario and a 13 detailed 2022 General Fund budget at the August 10th Council work session. The City Council 14 also reviewed the proposed adjustments to the Housing Redevelopment Authority (HRA) levy, 15 Capital Improvement and Building Improvement Fund levies. The Levy proposed below reflects 16 the work session discussions. 17 18 The proposed 2022 overall levy is $8,243,092 which represents an increase of $377,497 or a 19 4.80% increase compared to the 2021 overall levy. 20 21 Ms. Rueckert reviewed the 2022 Budget Calendar in detail. 22 23 The standard parameters used for preparing the General Fund Budget and Levy include: 24 • City revenues budgeted at current run rates for sources that are subject to trends and 25 conservative baseline estimates for re-occurring aids and charges for services. 26 • Expenses budgeted at amounts that will maintain present level of City services. 27 • Liquor transfers to the General Fund are based on liquor operating results. 28 29 Diagrams showing the Path to the 2022 Tax Levy for the Operating Funds, the Capital 30 Improvements, and Debt Levy were provided for Council review. 31 32 A chart showing the General Fund and Levy for 2021 and 2022 and the amount of increase was 33 shown. The overall levy by fund type consists of 64% General/HRA, 30% Debt Service and 6% 34 Capital & Building Improvements. 35 36 The 2022 General Fund Revenues include 65% Tax Levy, 13% Inter-government Revenue, 12% 37 Contracts, 5% Licenses, Permits & Fines, 3% Transfers and 2% Miscellaneous. 38 39 The 2022 General Fund Expenditures include 47% Police, 17% Fire, 11% Public Works, 10% 40 Administration, 4% Parks, 4% Finance and 7% All Other. 41 42 The 2022 Budget Cost Drivers are Personnel costs: 70.5% of expenditures, overall costs up 43 $229,900 or 4.24%. Union wage increases in 2022 estimated settlement amounts plus a risk 44 allowance as union negotiations are in the beginning stages. Union’s scale steps and longevity 45 steps are also factored into costs. 3.2% Health Insurance premium decrease shared 50% 46 2 City Council Regular Meeting Minutes August 24, 2021 Page 3 Employee/Employer. Includes an allowance for an additional fulltime firefighter starting mid-1 2022. City staff is seeking a grant which would fund 50% of this position. 2 3 Contracted services: 11.0% of expenditures, overall costs up $38,217. Construction inspections 4 costs mirror the increasing permit activity producing an increase in expenses of $24,261. This 5 increase has no impact on the levy as the inspection fee is a percentage of permit revenue 6 received. Assessor, Attorney, Auditor, Engineer, Inspector and Planner services reflect rate and 7 activity increases. These factors result in a cost impact of $13,894. 8 9 Insurance costs: 4.4% of expenditures, overall higher by $3,321. Both Worker’s Compensation 10 and Property and Liability policies had increases in premium rates that were mitigated by 11 improved experience ratings. 12 13 Pass through costs: 2.2% of expenditures, costs up $1,325. City of New Brighton gasoline 14 purchasing ending in January 2021, which eliminated the most volatile budget item in this group 15 costs. 16 17 Remaining budget line items combined total $953,210 or 11.9% of expenditures, costs up 18 $69,481. The overall increase includes $20,000 for a community survey. 2022 budgeted 19 expenses anticipate returning to pre-COVID activity levels which increases spending on 20 communications, supplies, repairs and maintenance, training, utilities and fuels. Inflationary 21 factors of 3% - 6% have been applied to many of the estimated costs as well. Police contracted 22 services has increased by $29,065. Excess Tax Increment collections are projected to decrease by 23 $32,475 in 2022. General Fund investment earnings are expected to decline by $9,500 in 2022. 24 School District opted to eliminate the DARE program in January 2021, revenue loss of $14,500. 25 Statewide appeal to extend PERA Aid failed, lost revenue of $7,197. 26 27 Ms. Rueckert showed a chart of the 2022 Proposed Levies. She explained the increases from 28 2021 to 2022. 2021A General Obligation Bonds - $2,085,000 were issued for the construction 29 portion of Street Reconstruction and Utilities replacement and Mill and Overlays. In 2021, the 30 median value home’s property taxes were $67.07 monthly for road, utility, parks and facility 31 improvements. The overall levy increase without Debt Levy Relief is 11.91% and with Debt 32 Levy Relief is 4.80%. 33 34 Ms. Rueckert summarized the 2022 budget: 35 • General Fund operating budget totals $7,994,029, supported by a property tax levy of 36 $5,080,297. 37 • Personnel costs represent 70.5% of General Fund expenditures: Costs up $229,900 or 38 4.24%. 39 • Insurance expenditures up $3,321. 40 • Contracted services up $38,217. 41 • Park Improvement levy introduced $5,000. 42 • Other Capital Funds levies increased by $35,000 43 • Increase in all levies totals $377,497 or 4.80%. 44 45 46 3 City Council Regular Meeting Minutes August 24, 2021 Page 4 The General Fund levy supports the following City Services: 1 • Administration 2 • Police 3 • Fire 4 • Public Works 5 • Finance 6 • Parks 7 8 In 2021 the average homeowner paid $1,313.66 for City services for a home valued at $338,000 9 which amounted to $109.47/month. 10 11 Since 1999 to date the City has been awarded $33,677,853 in Grants, Donations from local 12 businesses/residents which amounted to $3,647 per resident based on population of 9,234. 13 14 Ms. Rueckert reviewed the next Steps which include: 15 • September 14, 2021 Public Hearing – Resolution setting the Preliminary 2022 Budget 16 and Property Tax Levy. 17 • December 7, 2021 Public Hearing – Approving the Final 2022 Budget and Property Tax 18 Levy and Adoption of 2022 Budget and Property Tax Levy. 19 20 Councilmember Webster thanked Ms. Rueckert for her presentation. Councilmember Webster 21 stated at a work session a 6-year timeline was shared showing the increases over a 6-year period. 22 She recalled this increase of 4.80% is well within the range. Ms. Rueckert stated it is a fair raise 23 they are using. Last year 3.37% due to capital being frozen due to COVID. 24 25 Mayor Stille stated when tracking other cities, St. Anthony is a little lower but very competitive 26 to other cities. Ms. Rueckert stated some differences may be for cities that have their own police 27 services vs. contracted police services. 28 29 Councilmember Jenson referred to the Overall Levy by Fund Type slide, and noted the HRA 30 Levy was 64% primarily driven by personnel costs. The General Service is for street 31 maintenance and storm sewer/water main repairs. Councilmember Jenson thanked Ms. Rueckert 32 for the presentation. 33 34 Mayor Stille stated delivery of services is done by staff which takes 70% of expenditures. We 35 have good people, and we need to take care of good people. The debt levy is not increasing every 36 year and it is reflected on how we care for our infrastructure. He thanked Ms. Rueckert for her 37 presentation. No Council action is necessary anytime. 38 39 VII. REPORTS FROM CITY MANAGER AND COUNCIL MEMBERS. 40 41 City Manager Yunker announced Nicole Miller has been named Assistant to the City Manager. 42 Staff received the official written notice from the census showing 9,257 population. The signs on 43 the highways will be updated by the Department of Transportation. 44 45 4 City Council Regular Meeting Minutes August 24, 2021 Page 5 Councilmember Webster thanked Mr. Yunker for planning the Tour of the City on August 23, 1 2021. It was very helpful to look at former and future projects. She appreciated knowing which 2 projects received funding from grant dollars. 3 4 Councilmember Randle had no report. 5 6 Councilmember Jenson stated on August 12, 2021 he attended the Ramsey County Local League 7 of Governments Board Meeting. On August 18, 2021 he attended the St. Anthony Historical 8 Society Board Meeting as Council Liaison and a Kiwanis Meeting. On August 21, 2021 he 9 attended Coffee with the Council and last night attended the City Tour. 10 11 Councilmember Walker reported he attended Coffee with the Council on August 21, 2021 with 12 seven other attendees. He also attended the City Tour which was very informative. 13 14 Mayor Stille stated the Department Heads, City Manager, Commissioners and City Council took 15 a bus to Tour the City. It was more beneficial than last year’s virtual tour. He and the City 16 Manager attended this afternoon, the MN Greenstep and Tribal Nations Award Ceremony. St. 17 Anthony was one of the first six cities to become Greenstep. 18 19 VIII. COMMUNITY FORUM. 20 21 No one appeared to address the City Council during Community Forum. 22 23 IX. INFORMATION AND ANNOUNCEMENTS. 24 25 Mayor Stille referred to a voting postcard that residents should have received providing voting 26 options along with locations in Ramsey County. 27 28 X. ADJOURNMENT. 29 30 Mayor Stille adjourned the meeting at 7:46 p.m. 31 32 33 Respectfully submitted, 34 Debbie Wolfe 35 TimeSaver Off Site Secretarial, Inc. 36 37 Mayor 38 ATTEST: 39 City Clerk 40 41 5 THIS PAGE LEFT INTENTIONALLY BLANK 6 Saint Anthony Village DATE: September 14, 2021 Approved: TO: Mayor and Councilmembers FROM: License Clerk ITEM: License and Permits for Approval: General Contractors Licenses: QualTek Wireless, Blue Bell, PA Vinco, Forest Lake, MN Mechanical Licenses: Centraire Heating & AC, Edina, MN Deziel Heating & Air, Buffalo, MN GV Heating & Air, Crystal, MN Patton Heating & Air, Cedar, MN River City Sheet Metal, Fridley, MN Sage Heating & Cooling, St Louis Park, MN SC Plumbing Services, Plymouth, MN Residential Rental Licenses: Applicant: Walter Sentyrz Location: 2604 27th Ave NE Applicant: Clair Tettemer Location: 3121 39th Ave NE Applicant: Jeremy Fahling Location: 3306 39th Ave NE Applicant: Donald Doeksen Location: 3226 – 3228 Roosevelt St NE Applicant: Nordson Rentals Location: 3540 Silver Lake Rd NE Park’s Special Event Permit Date: September 18,2021 Applicant: Tiffany Hauser Location: Central Park 7 THIS PAGE LEFT INTENTIONALLY BLANK 8 City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 1 Check Issue Dates: 9/3/2021 - 9/15/2021 Sep 08, 2021 01:26PM Vendor Number Payee Check Number Check Issue Date Amount 10710 ICMA RETIREMENT TRUST 44881 09/03/2021 1,670.00 11792 INTERNATIONAL UNION LOCAL #49 44882 09/03/2021 385.00 11793 LAW ENFORCEMENT LABOR SERVICES 44883 09/03/2021 1,079.50 10002 LOCAL UNION IAFF #3486 44884 09/03/2021 388.50 12760 10322006 SSI MN TRANCHE 1 (FD)44885 09/15/2021 2,129.78 1118 56 BREWING 44886 09/15/2021 570.00 1122 AM CRAFTS SPIRITS 44887 09/15/2021 69.78 10092 APACHE GROUP 44888 09/15/2021 614.86 1100 ARTISIAN BEER COMPANY 44889 09/15/2021 6,069.47 10116 ASPEN WASTE SYSTEMS INC 44890 09/15/2021 195.56 12677 ASSOCIATION FOR NONSMOKERS - MINNESOTA 44891 09/15/2021 406.00 13091 BARTEL, ALISA 44892 09/15/2021 360.10 1013 BELLBOY CORPORATION 44893 09/15/2021 11,547.85 1014 BELLBOY CORPORATION 44894 09/15/2021 406.85 2009 BLACK STACK BREWING 44895 09/15/2021 1,566.00 10185 BOUND TREE MEDICAL LLC 44896 09/15/2021 54.38 8544 BOURGET IMPORTS 44897 09/15/2021 512.75 13092 BOYER TRUCKS - PDC ST PAUL 44898 09/15/2021 542.46 1018 BREAKTHRU BEVERAGE MN BEER 44899 09/15/2021 40,593.77 1011 BREAKTHRU BEVERAGE MN WINE & SPIRITS 44900 09/15/2021 13,284.22 1009 BREAKTHRU BEVERAGE MN WINE & SPIRITS 44901 09/15/2021 3,741.15 10206 BROCK WHITE COMPANY LLC 44902 09/15/2021 259.84 1114 CANNON RIVER WINERY 44903 09/15/2021 156.00 13044 CAPITAL ONE TRADE CREDIT 44904 09/15/2021 48.17 1017 CAPITOL BEVERAGE SALES 44905 09/15/2021 18,895.04 12596 CINTAS 44906 09/15/2021 1,079.88 10276 CITY OF COLUMBIA HEIGHTS 44907 09/15/2021 43.61 12150 CITY OF NEW BRIGHTON 44908 09/15/2021 20,528.18 1010 CLEAR RIVER BEVERAGE COMPANY 44909 09/15/2021 1,959.00 10327 COMMISSIONER OF TRANSPORTATION 44910 09/15/2021 94.11 10332 COMPTON'S COMMERCIAL CLNG. INC 44911 09/15/2021 3,578.00 12561 CORE & MAIN LP 44912 09/15/2021 224.95 12832 CORRECTIVE ASPHALT MATERIALS LLC 44913 09/15/2021 19,987.20 12528 CREATIVE CONCRETE 44914 09/15/2021 8,238.68 1042 CRYSTAL SPRINGS ICE 44915 09/15/2021 807.19 12617 CUSTOM FIRE APPARATUS INC 44916 09/15/2021 3,332.24 10411 DIAMOND VOGEL PAINTS 44917 09/15/2021 555.52 10473 EMERGENCY APPARATUS 44918 09/15/2021 809.17 10501 FASTENAL COMPANY 44919 09/15/2021 14.04 10503 FEDERAL LICENSING, INC.44920 09/15/2021 110.00 10526 FLEETPRIDE 44921 09/15/2021 29.41 10573 GOODIN COMPANY 44922 09/15/2021 204.19 10578 GOPHER STATE ONE CALL 44923 09/15/2021 379.75 13090 GORDHAMER, DAVID & MARY 44924 09/15/2021 132.22 10617 HARBOR FREIGHT TOOLS 44925 09/15/2021 81.36 10624 HAWKINS, INC 44926 09/15/2021 7,219.10 10636 HEDBACK & CARLSON PLLC 44927 09/15/2021 3,500.00 10661 HENNEPIN COUNTY TREASURER 44928 09/15/2021 328.68 1019 HOHENSTEIN'S, INC 44929 09/15/2021 14,277.45 10684 HOME DEPOT CREDIT SERVICES 44930 09/15/2021 728.54 2013 INBOUND BREWCO 44931 09/15/2021 1,012.70 1027 INDEED BREWING COMPANY 44932 09/15/2021 2,570.60 11547 INFOBUREAU SERVICES INC 44933 09/15/2021 15.00 9 City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 2 Check Issue Dates: 9/3/2021 - 9/15/2021 Sep 08, 2021 01:26PM Vendor Number Payee Check Number Check Issue Date Amount 10733 INSTRUMENTAL RESEARCH, INC.44934 09/15/2021 100.00 10753 INTERNATIONAL PUBLIC MANAGEMENT - HR 44935 09/15/2021 222.00 12105 INTERSTATE ALL BATTERY CENTER 44936 09/15/2021 401.85 13052 JEFF BELZER'S 44937 09/15/2021 19.12 1016 JJ TAYLOR DISTRIBUTING 44938 09/15/2021 30,958.44 1102 JOHNSON BROTHERS 44939 09/15/2021 4,137.60 1004 JOHNSON BROTHERS LIQUOR COMPANY.44940 09/15/2021 8,381.91 1005 JOHNSON BROTHERS LIQUOR COMPANY.44941 09/15/2021 11,642.46 1006 JOHNSON BROTHERS LIQUOR COMPANY.44942 09/15/2021 24,688.87 1044 JOHNSON BROTHERS LIQUOR COMPANY.44943 09/15/2021 18,054.88 13087 KERR, BRADY OR JENNIFER 44944 09/15/2021 248.85 13089 KIERNOZIAK, MARIA 44945 09/15/2021 89.68 13093 LCM CONCRETE & MASONRY INC 44946 09/15/2021 4,350.00 10831 LEAGUE OF MINNESOTA CITIES 44947 09/15/2021 249.00 12894 LEAST SERVICE/COUNSELING LLC 44948 09/15/2021 410.00 10861 LOFFLER COMPANIES - 131511 44949 09/15/2021 155.61 2010 LUPULIN BREWING 44950 09/15/2021 481.40 1022 M. AMUNDSON LLP 44951 09/15/2021 1,784.13 11985 MANSFIELD OIL COMPANY 44952 09/15/2021 5,098.42 1125 MAVERICK (NEGOCE)44953 09/15/2021 498.96 2029 MEGA BEER 44954 09/15/2021 680.00 10931 METROPOLITAN COUNCIL - WASTEWATER 44955 09/15/2021 59,953.07 10939 MIDWAY FORD 44956 09/15/2021 565.59 10963 MINNEAPOLIS SAW COMPANY INC 44957 09/15/2021 5,799.78 12940 MINNEHAHA BLDG MAINTENANCE 44958 09/15/2021 76.95 2006 MODIST BREWING COMPANY 44959 09/15/2021 517.08 12441 MTI DISTRIBUTING INC 44960 09/15/2021 41.14 11079 MUNICIPAL EMERGENCY SERVICES 44961 09/15/2021 328.67 1051 NEW FRANCE WINE COMPANY 44962 09/15/2021 364.00 11151 NORTHWEST ASPHALT, INC.44963 09/15/2021 453,941.04 11163 OFFICE DEPOT 44964 09/15/2021 457.69 1066 OLD WORLD CANNING COMPANY 44965 09/15/2021 172.50 12112 OREILLY AUTO PARTS 44966 09/15/2021 51.78 11185 PACE ANALYTICAL SERVICES, INC.44967 09/15/2021 421.00 13088 PALAN, PAT 44968 09/15/2021 125.68 1012 PAUSTIS & SONS 44969 09/15/2021 4,374.00 1001 PHILLIPS WINE & SPIRITS 44970 09/15/2021 9,460.50 1002 PHILLIPS WINE & SPIRITS 44971 09/15/2021 7,688.89 11227 PLUNKETT'S 44972 09/15/2021 928.76 12447 PMG 56 LLC MN SERIES 44973 09/15/2021 78.75 11241 POSTMASTER - MPLS BMEU 44974 09/15/2021 2,000.00 11246 PRAXAIR 44975 09/15/2021 67.00 2019 PRYES BREWING COMPANY 44976 09/15/2021 951.00 12311 PUCKETTS RECYCLING 44977 09/15/2021 120.00 12482 QUALITY SIGNS & ENGRAVING 44978 09/15/2021 17.50 11302 RAMSEY COUNTY 44979 09/15/2021 7,245.00 1062 RED BULL DISTRIBUTION COMPANY 44980 09/15/2021 248.50 1020 ROOTSTOCK WINE COMPANY 44981 09/15/2021 245.62 11357 RUFFRIDGE JOHNSON EQUIP COMPANY 44982 09/15/2021 700.00 11399 SHI INTERNATIONAL CORPORATION.44983 09/15/2021 162.00 2018 SMALL LOT WINES 44984 09/15/2021 406.00 1024 SOUTHERN GLAZER'S OF MN 44985 09/15/2021 8,040.24 1008 SOUTHERN GLAZER'S OF MN 44986 09/15/2021 4,504.80 10 City of St Anthony Village CITY OF ST ANTHONY CHECK REGISTER Page: 3 Check Issue Dates: 9/3/2021 - 9/15/2021 Sep 08, 2021 01:26PM Vendor Number Payee Check Number Check Issue Date Amount 1026 SOUTHERN GLAZER'S OF MN 44987 09/15/2021 19,896.61 1036 SOUTHERN GLAZER'S OF MN 44988 09/15/2021 49.28 11457 ST ANTHONY VILLAGE CENTER, LLC 44989 09/15/2021 5,012.72 11464 ST. ANTHONY VILLAGE KIWANIS 44990 09/15/2021 139.00 2001 STEEL TOE BREWING 44991 09/15/2021 7.00 12026 SUBURBAN RATE AUTHORITY 44992 09/15/2021 461.00 12123 SUMMIT COMPANIES 44993 09/15/2021 544.00 12920 SVAP III SILVER LAKE VILLAGE LLC 44994 09/15/2021 5,268.80 11531 T A SCHIFSKY & SONS 44995 09/15/2021 198.32 11566 TIMESAVER OFF SITE SECRETARIAL 44996 09/15/2021 151.00 11568 TITAN MACHINERY 44997 09/15/2021 106.50 12702 TOKLE INSPECTIONS INC 44998 09/15/2021 4,217.60 11586 TRACY PRINTING 44999 09/15/2021 586.00 1098 TRADITION WINE & SPIRITS 45000 09/15/2021 479.00 11819 TRUE NORTH ELECTRIC 45001 09/15/2021 518.55 2037 URSA MINOR BREWING 45002 09/15/2021 876.10 11674 VERIZON WIRELESS 45003 09/15/2021 1,612.92 11682 VIKING INDUSTRIAL CENTER 45004 09/15/2021 141.23 1025 VINOCOPIA 45005 09/15/2021 990.17 11933 WIMACTEL INC 45006 09/15/2021 50.00 12648 WINDSTREAM 45007 09/15/2021 236.56 1034 WINE COMPANY/THE 45008 09/15/2021 2,209.25 1038 WINE MERCHANTS INC 45009 09/15/2021 3,454.11 1032 WINEBOW 45010 09/15/2021 1,210.75 11738 WSB & ASSOCIATES, INC.45011 09/15/2021 74,871.75 11740 XCEL ENERGY 45012 09/15/2021 32,068.67 10833 LMCIT %BERKLEY RISK ADMIN CO 45014 09/15/2021 55,141.00 Grand Totals: 1,090,593.40 11 THIS PAGE LEFT INTENTIONALLY BLANK 12 REQUEST FOR COUNCIL CONSIDERATION Meeting Date: September 14, 2021 Motion- Appointing Student Liaisons on the Planning and Parks and Environmental Commissions. OVERVIEW: The New Brighton-St. Anthony School District is in it’s fourth year of the Youth in Leadership program that places youth on a variety of civic organization boards. As part of our identified goal to foster and encourage civic engagement, we have added youth as non-voting members to both our Planning, and Parks & Environmental Commissions. This opportunity gives the youth the experience of serving on an appointed board, learning about issues tasked to the Planning, and Parks & Environmental Commissions, developing leadership skills while building their resume. The city benefits by hearing from youth regarding city issues during discussion at the meetings. The term of their appointments will be September 2021 through July 2022. Staff recommends appointing Alayna Peterson as the Student Liaison to the Planning Commission and Lucas Lundgren as the Student Liaison to the Parks & Environmental Commission (student liaison from 2020-2021) for 2021-2022. 13 THIS PAGE LEFT INTENTIONALLY BLANK 14 M E M O R A N D U M DATE: September 14, 2021 TO: Mayor Stille, City Council Members, City Manager Yunker FROM: Shelly Rueckert, Finance Director ITEM: 2022 Preliminary Levy / General Fund Budget At the August 24th City council meeting, the city staff presented the proposed 2022 general fund operating budget and the 2022 overall levy. Staff’s has affirmed the proposed 2022 overall levy is $8,243,092, which represents an increase of $377,497 or a 4.8% increase compared to the 2021 overall levy. The standard parameters used for preparing the General Fund Budget and Levy include: • City revenues budgeted at current run rates for sources that are subject to trends and conservative baseline estimates for re-occurring aids and charges for services. • Expenses budgeted at amounts that will maintain present level of City services. • Liquor transfers to the General Fund are based on liquor operating results. The General Fund Budget and Levy details: Each year the General Fund revenue and expenditure budget line items are examined for changes in expected collections/charges, labor adjustments, changes in contract rates, insurance rates, utility costs, usage of various materials or needs, etc. The findings of this examination produce the drivers associated with the proposed 4.8% increase in the Overall Levy – and the 6.85% increase in the General Fund Levy see below: General Fund Expenditures: • Personnel costs – 70.5% of expenditures, costs increased by $229,900 or 4.24% • The 2022 wage increases reflect the estimated Union contracts settlements, at a cost of $186,855 or 3.91%. Please note that the 2021 Budget anticipated open positions being filled during 2021 versus 1/1/2021. Therefore, a portion of the 2021 $ Change 2022 % Change General Fund 4,754,650$ 325,647 5,080,297$ 6.85% HRA Fund 197,564 11,850 209,414 6.00% CIP Fund 283,200 25,000 308,200 8.83% Debt Service Funds 2,487,181 - 2,487,181 0.00% Infrastructure Fund 60,000 5,000 65,000 8.33% Building Improvement Fund 83,000 5,000 88,000 6.02% Park Improvement Fund - 5,000 5,000 NA Total 7,865,595$ 377,497$ 8,243,092$ 4.80% 15 increase represents positions being staffed all year. Union Longevity and Step increases occurring in 2022 are also factored in the 2022 costs. • Includes an allowance for an additional fulltime firefighter starting mid-year. The Fire Chief is seeking a grant which would fund 50% of this position. Net cost is estimated at $27,250 for 2022. • A risk allowance of $45,688 has been included for union settlements. • Health Insurance premium decrease of 3.2 % is shared 50/50 by the City and the employees, expected savings are $25,894. • Contracted services – 11.0% of expenditures, overall increase of $38,217. • Construction permits inspections budgeted at an increasing baseline activity has results in greater expense of $24,261. This increase has no impact on the levy as the inspection fee is a percentage of permit revenue received. • Assessor, Attorney, Auditor, Engineer and Planner services reflect rate and activity increases. The net result of these factors is cost impact of $13,894. • Contracted Information Technology costs down $5,000. • Miscellaneous service contracts are estimated to increase by $5,091. • Other Insurance costs – 4.4% of expenditures, overall costs up by $3,321. • Workman's Compensation experience rating improved 8% in the 2021-2022 renewal, offset by duty related rate increases, resulting in a cost increase of $19,667 or 10.7%. • 2021-2022 Liability, Property and Casualty premiums to decrease by $16,346 due to improved experience rating, absorbing the impact of rate increases. • Pass through costs – 2.2% of expenditures, costs up $1,325. • In 2021 the New Brighton fuel sales ended and the St. Anthony fire relief state aid was paid directly to the PERA pension plan. Therefore, the total amount of 2022 expected expenditures for this category has dropped substantially. • Remaining budget line items – 11.9% of overall expenditures or $953,210, costs up $69,481. The overall increase includes $20,000 for a Community survey and returning to pre-COVID activity levels which increases spending on communications, supplies, repairs and maintenance, training, utilities and fuels. Also, inflationary factors of 3% to 6% have been applied to many of the estimated costs as well. • Costs include repairs and maintenance, utilities, fuels, training, supplies, communications, sustainability programing, road maintenance, printing and publications etc. General Fund Revenues: • Liquor transfer to the General Fund remains at $250,000 for 2022. • 2022 State funded Local Government Aid remains unchanged from 2021. • Police contracted services has increased by $29,065. • Excess Tax Increment collections are projected to decrease by $32,475 in 2022. • General Fund investment earnings are expected to decline by $9,500 in 2022. • School District opted to eliminate the DARE program in January 2021, revenue loss of $14,500. • Statewide appeal to extend PERA Aid failed, lost revenue $7,197 16 The 2022 HRA Budget and Levy cost drivers is substantially personnel and professional costs and inflationary impacts. Therefore, the proposed Levy increase for the HRA is 6.00% or $11,850. The 2022 Debt Related Levies are proposed to increase by $0 over the 2021 combined debt levies. A debt levy reduction program (Peak to Plateau) began in 2014 to stabilize the annual increase in levies created by the annual street reconstruction plan. Without the use of resources committed to this program the impact of 2021 street bonds issued along with existing debt service requirements would have required a 11.91 % increase in the overall Levy. The 2022 Capital Improvement Program (CIP) and the 2022 Building Improvement Levies annually proposed increases of $25,000 and $5,000 respectively were deferred for 2021 and have been reinstated for 2022. An Infrastructure levy supporting Infrastructure improvements was established in 2021. A 2022 levy increase of $5,000 has been proposed. A Park Improvement levy supporting park improvements has been proposed for 2022. Annual levy increases of $5,000 are planned in connection with repaying the interfund loan which financed the resurfacing of the City Hall tennis courts. The repayment term is 15 years with the Park Improvement levy reaching $50,000 by 2031. The scheduled Levy and Interfund loan activity will produce additional funds for future park improvements. Upcoming Budget meetings At the October 12, 2021 Council work session, Staff will present the proposed 2022 updates to the long-term capital budget plans. At the October 26, 2021 City Council meeting, Staff will present the 2022 long term capital budgets as revised. Requested City Council action will be for the approval of 2022 long-term plans. The final presentation of the 2022 Budget and Property Tax Levy (Truth in Taxation) hearing is scheduled for the December 14, 2021 Council Meeting. At the meeting, Staff will present a recap of the final 2022 Budget and the 2022 Property Tax Levy’s impact on property tax bills. 17 Path to the 2022 Tax Levy Cost of Services: $8,316,532 Police, Fire, Public Works, Parks, Emergency Mgmt, Finance, Administration, HRA City Revenues Generated: $3,026,821 Licenses and Permits Intergovernmental Aids Charges for Services, Fines, Reimbursements and Transfers Gap: $5,289,711 Levy Amount $5,289,711 Buildings Maintenance & Equipment Replacement: $300,000 - $850,000* City Buildings, Fleet, Snow Plows, Fire Engines, Equipment, Technology, Park Shelters City Revenues Generated: $220,500 Transfers, Equipment Sales, Park Dedication Fees, Grants, Fees Gap: $466,200* Levy Amount $466,200 2022 Debt Service Obligations: $3,046,526 Street and Utility Reconstruction, Flood Mitigation, Parks and City Facilities R i Debt Levy Reduction Program Resources: $559,345 Municipal State Aid, Excess Bond Funds, Project Savings, Stormwater Fees Gap: $2,487,181 Levy Amount $2,487,181 Total Levy Amount $8,243,092 Cost of Services Less Operational Revenues Leaves a Funding Gap, Which Equals Levy Replacement Costs Less Generated Revenues Leaves a Funding Gap, Which Equals Levy Debt Payments Less Debt Reduction Resources Leaves a Funding Gap, Which Equals Levy Nd Operating Funds Capital Improvement Debt Levy * Annual needs range from $300,000 - $850,000 based on timing of replacement. * Gap determined by monitoring fund balance annually to maintain 15- year replacement plan. 18 9/9/2021 1 2022 PROPOSED BUDGET September 14, 2021 2022 BUDGET CALENDAR •January 13-15, 2021: Goal Setting, Financial Management and Planning •February 9, 2021: Public Hearing/Provide Residents with an opportunity to have input in the 2022 Budget process. •March 9, 2021: Council work session to review proposed infrastructure improvement schedule and resulting 2022 Debt levy requirements •April -May:Staff Meetings with Department Heads –Discussion on 2022 Operating Budget and Capital Budgets •June 8, 2021: Council work session to review initial estimates for overall Property Tax Levy and General Fund Budget 19 9/9/2021 2 2022 BUDGET CALENDAR July 13, 2021:Public hearing to review and approve 2022 Debt Levy and future Road improvement schedule August 10, 2021:Council work session to review updated proposals for 2022 overall Property Tax Levy and General Fund Budget August 24, 2021: Presentation of Proposed 2022 Budget & Property Tax Levy to the City Council September 14, 2021(tonight’s meeting):Public Hearing to pass resolution setting the Preliminary 2022 Budget and Property Tax Levy December 14, 2021: Public Hearing for Presentation of 2022 Operating Budget and Levy with Public Input. Adoption of the 2022 Operating Budget and Property Tax 2022 BUDGET PARAMETERS •City revenues budgeted using current run rates for sources that are subject to trends and conservative baseline estimates for re-occurring aids and charges for services •Expenses budgeted at amounts that will maintain present level of City services •Liquor transfers are based on liquor operating results 20 9/9/2021 3 PATH TO THE 2022 TAX LEVY Cost of Services Less Operational Revenues Leaves a Funding Gap, Which Equals Levy Need Cost of City Services: $8,316,532 Police, Fire, Public Works, Parks, Emergency Management, Finance Administration and HRAOperating FundsCity Revenues Generated: $3,026,821 Licenses and Permits Intergovernmental Aids, Charges for Services, Fines, Reimbursements and Transfers Gap: $5,289,711 Levy Amount $5,289,711 PATH TO THE 2022 TAX LEVY Replacement Costs Less Generated Revenues Leaves a Funding Gap, Which Equals Levy Need Capital Improvement* Annual needs range from $300,000 -$850,000 based on timing of replacement. Buildings Maintenance & Equipment Replacement: $300,000 - $850,000* City Buildings, Fleet, Snow Plows, Fire Engines, Equipment, Technology, Parks and City Infrastructure City Revenues Generated: $220,500 Transfers, Equipment Sales, Park Dedication Fees, Grants, Fees Gap: $466,200* Levy Amount $466,200 * Gap determined by monitoring fund balance annually to maintain a 15 year replacement plan. 21 9/9/2021 4 PATH TO THE 2022 TAX LEVY Debt Payments Less Debt Reduction Resources Leaves a Funding Gap, Which Equals Levy Need Debt LevyLevy Amount $2,487,181 Gap: $2,487,181 Debt Service Obligations: $3,046,526 Street and Utility Reconstruction, Flood Mitigation, Parks and City Facilities Debt Levy Reduction Program Resources: $559,345 Municipal State Aid, Excess Bond Funds, Project Savings, Stormwater Fees Total Levy Amount $8,243,092 GENERAL FUND AND LEVY 2021 2022 Increase General/HRA $4,952,214 $5,289,711 $337,497 Debt Service $2,487,181 $2,487,181 $0 Capital/Building/Infrastructure Improvements $426,200 $466,200 $40,000 Overall Levy $7,865,595 $8,243,092 $377,497 Total Percent Change 4.80% 22 9/9/2021 5 OVERALL LEVY BY FUND TYPE General/HRA 64% Debt Service 30% Capital & Building Improvements 6% 2022 GENERAL FUND REVENUES Tax Levy 65% Licenses, Permits, & Fines 5% Intergov't Revenue 13% Contracts 12% Miscellaneous 2%Transfers 3% 23 9/9/2021 6 2022 GENERAL FUND EXPENDITURES Administration 10% Finance 4% Police 47% Fire 17% Public Works 11% Parks 4% All Other 7% 2022 BUDGET -COST DRIVERS •Personnel costs: 70.5% of expenditures, overall costs up $229,900 or 4.24% Union wage increases at 2022 estimated settlement amounts plus a risk allowance as union negotiations are in the beginning stages. Union’s scale steps and longevity steps are also factored into costs. 3.2% Health Insurance premium decrease shared 50% Employee/Employer Includes an allowance for an additional fulltime firefighter starting mid-2022. City staff is seeking a grant which would fund 50% of this position. 24 9/9/2021 7 2022 BUDGET -COST DRIVERS •Contracted services: 11.0% of expenditures, overall costs up $38,217 Construction inspections costs mirror the increasing permit activity producing a increase in expense of $24,261. This increase has no impact on the levy as the inspection fee is a percentage of permit revenue received. Assessor, Attorney, Auditor, Engineer, Inspector and Planner services reflect rate and activity increases. These factors result in a cost impact of $13,894. •Insurance costs: 4.4% of expenditures, overall higher by $3,321 Both Worker’s Compensation and Property and Liability policy's had increases in premium rates that were mitigated by improved experience ratings. 2022 BUDGET -COST DRIVERS •Pass through costs: 2.2% of expenditures, costs up $1,325 City of New Brighton gasoline purchasing ending in January 2021, which eliminated the most volatile budget item in this group costs. •Remaining budget line items combined total $953,210 or 11.9% of expenditures, costs up $69,481 The overall increase includes $20,000 for a Community survey 2022 budgeted expenses anticipates returning to pre-COVID activity levels which increases spending on communications, supplies, repairs and maintenance, training, utilities and fuels. Inflationary factors of 3% to 6% have been applied to many of the estimated costs as well. 25 9/9/2021 8 2022 BUDGET -OTHER FACTORS •Police contracted services has increased by $29,065 •Excess Tax Increment collections are projected to decrease by $32,475 in 2022 •General Fund investment earnings are expected to decline by $9,500 in 2022 •School District opted to eliminate the DARE program in January 2021, revenue loss of $14,500 •Statewide appeal to extend PERA Aid failed, lost revenue $7,197 2022 PROPOSED LEVIES 2021 Actual 2022 Proposed $ Increase % Change General Fund $4,754,650 $5,080,297 $325,647 6.85% HRA Fund $197,564 $209,414 $11,850 6.00% Debt Service Funds $2,487,181 $2,487,181 $0 0% Capital Improvement $283,200 $308,200 $25,000 8.83% Building Improvement $83,000 $88,000 $5,000 6.02% Infrastructure Improvement $60,000 $65,000 $5,000 8.33% Park Improvement $0 $5,000 $5,000 NA Total Change $377,497 4.80% 26 9/9/2021 9 ISSUANCE OF 2021A G.O. BONDS •2021A General Obligation Bonds -$2,085,000 –construction portion Street Reconstruction and Utilities replacement Skycroft Drive –from 33rd Avenue to 32nd Avenue Croft Drive –from 33rd Avenue to 32nd Avenue Mill and Overlays St. Anthony Blvd. –from Stinson Boulevard to Kenzie Avenue 29th Avenue -from Stinson Boulevard to Silver Lake Road 31st Avenue –from Rankin road to Croft Drive Croft Drive –from Rankin Road to 31st Avenue •In 2022 the median value home’s property taxes were $67.07 monthly for road, utility, parks and facility improvements IMPACT OF DEBT LEVY RELIEF •Overall levy increase without DLR: 11.91% •With debt levy relief: 4.80% increase 1,000,000 1,500,000 2,000,000 2,500,000 3,000,000 3,500,000 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 27 9/9/2021 10 SUMMARY OF 2022 BUDGET •General Fund operating budget totals $7,994,029, supported by a property tax levy of 5,080,297 •Personnel costs represent 70.5% of General Fund expenditures: •Costs up $229,900 or 4.24% •Insurance expenditures up $3,321 •Contracted services up $38,217 •Park Improvement levy introduced $5,000 •Other capital Funds levies increased by $35,000 •Increase in all levies totals $377,497 or 4.80% WHAT DOES THE GENERAL FUND LEVY SUPPORT? •The following city services: Administration Police Fire Public Works Finance Parks •In 2021 the average homeowner paid $1,313.66 for City services Home valued at $338,000 $109.47/month 28 9/9/2021 11 GRANTS/DONATIONS –PARTNERSHIPS •Since 1999 to date: City has been awarded $33,677,853 Grants Donations from local businesses/residents $3,647 per resident (Based on population of 9,234) •Partnerships: City of Birchwood Village NEXT STEPS •September 14, 2021 (tonight’s meeting) Public Hearing Resolution setting the Preliminary 2022 Budget and Property Tax Levy •December 14, 2021: Public Hearing Approving the Final 2022 Budget and Property Tax Levy Adoption of 2022 Budget and Property Tax Levy 29 9/9/2021 12 QUESTIONS?Call Finance Director: Shelly Rueckert 612-782-3316 30 NOTICE OF A PUBLIC HEARING September 14, 2021, 7:00 p.m. City Hall, 3301 Silver Lake Road, St. Anthony, MN 55418 Notice is hereby given that the City of Saint Anthony Village City Council will hold a public hearing regarding the 2022 Operations Budget and Preliminary Levy Certification. The City Council agenda and packet item relating to this application will be made available prior to the meeting online at www.savmn.com. Ways to Comment: Online Those persons having an interest are encouraged to attend via Zoom. The link to participate via Zoom can be found at http://www.savmn.com/Calendar.aspx?EID=1204 In Person The public is welcome to attend in person at the City of Saint Anthony Community Center, 3301 Silver Lake Road, in the Council Chambers at 7:00 p.m. Written Written comments may be taken at the St. Anthony Village City Hall, 3301 Silver Lake Road, St. Anthony Village, Minnesota 55418 until the date of the public hearing. Comments can also be conveyed via email, to shelly.rueckert@savmn.com until the date of the public hearing. Questions? Questions may be directed to the Finance Director at 612-782-3316. Shelly Rueckert Finance Director 31 CITY OF ST. ANTHONY VILLAGE STATE OF MINNESOTA RESOLUTION 21-066 A RESOLUTION SETTING THE PRELIMINARY 2022 TAX LEVY AND GENERAL OPERATING BUDGET FOR THE CITY OF ST. ANTHONY VILLAGE WHEREAS, Minnesota State Law requires that the City of St. Anthony Village provide Hennepin and Ramsey Counties with a proposed 2022 certified property tax levy and operating budget; and WHEREAS, the City Council held a work session reviewing the infrastructure improvement schedule and 2022 Debt Levy requirements on March 9th ; and an June 8th work session to review the initial 2022 Budget and Property Tax Levy estimates: and an July 13th public hearing to review and approve the 2022 overall Debt levy and future Road Improvement schedule. WHEREAS, the City Council further reviewed the proposed 2022 property tax levy and general operation budget at the August 24, 2021, City Council meeting; and WHEREAS, the allowed Debt Levies will be reduced by $559,345 based on sufficient funds; and WHEREAS, the preliminary tax levy and budget is contingent upon any revisions allowed if the current law is modified; and WHEREAS, the City Council will determine a final property tax levy and budget at the Tuesday, December 14, 2021, public hearing held at 7:00 p.m. in the Council Chambers. NOW, THEREFORE, BE IT RESOLVED that: 1) The preliminary 2021 Property Tax Levy is: General Operating Levy $5,080,297 Capital Improvement Project Levy $ 308,200 Debt Service Levy $2,487,181 Housing and Redevelopment Authority Levy $ 209,414 Building Improvement Levy $ 88,000 Infrastructure Levy $ 65,000 Park Improvement Levy $ 5,000 $8,243,092 2) The preliminary 2022 General Fund Operating Budget totals $7,994,029 Adopted this 14th day of September, 2021. _________________________________ Randy Stille, Mayor ATTEST: _________________________ City Clerk Reviewed for administration: _________________________________ Charlie Yunker, City Manager 32 MEMORANDUM To: Mayor Stille and St. Anthony Village City Council Charlie Yunker, City Manager From: Stephen Grittman, City Planner Date: City Council Meeting – September 14, 2021 NAC Project No. 323.01 – 21.07 Request: Request for a Preliminary 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. The City has discussed, in concept, ideas relating to City entrance monumentation on that site. Future development opportunities are not clear. The project received concept review at a joint meeting of the Planning Commission and City Council earlier this year. Primary among the comments for this project were an interest in affordability for the multi-family project, as that has been a policy related to reuse of the City’s bowling alley property. Other objectives related to architecture and site planning at the Kenzie/Lowry/Stinson corner that create an entry statement to the community, and supporting retention of Bremer Bank as a commercial presence in the City. The Planning Commission held a public hearing on the Preliminary Plan request on August 17, 2021. There were a few members of the public who submitted comment and/or appeared at the hearing. The primary concerns related to impacts to Stinson Parkway, access to Kenzie Terrace, and noise and congestion created by the new apartment building. Additional concerns 33 September 14, 2021 Page 2 related to overall increasing density in this portion of the larger community expressed by residents of the Minneapolis neighborhoods to the west and south. The Planning Commission considered the application and staff report, along with the hearing comments. The Commission ultimately voted to recommend approval of the Preliminary Plan PUD, consistent with the required conditions of staff, with a particular note related to the sustainability measures to be integrated into the project. Since the action of the Planning Commission, the applicants have updated plans to address a number of the recommended conditions, a summary of which is provided in email correspondence from the applicant representatives. Many of those comments have been addressed by the updated plans, however, each of the original PUD approval conditions are retained to allow further review by the Council and staff, assuming that they will be incorporated into the Final Plan PUD, to be submitted directly to the City Council, pending Preliminary Plan approval. There are two primary points to make related to the traffic on each of the two sites. First, the City’s recommendation is that the reduced parking supply under the PUD, and under the newly revised R-4 zoning district language, is dependent on all parking being available and utilized by the tenants of a multi-family project. When additional fees are imposed, and utilization of the underground parking is made optional, there is a risk that the covered parking will go unused, and tenants will overwhelm the “free” surface parking on the site, overflowing to the surrounding streets. This would raise issues related to parking, congestion, winter snow plowing operations, and other concerns. The reduction in parking to the newer standards presumes that all supplied parking will be fully utilized to avoid the overflow conditions. With regard to the new Bank site, staff had asked for additional stacking spaces beyond the few apparent on the original site plans. The applicant’s have responded with a clearer illustration of the available stacking in the drive-through area, showing 2-3 spaces at each station. The City should consider whether this arrangement is adequate, given that the general standard for drive-through banking is often 4 to 6 spaces per station. STAFF RECOMMENDATION With the comments noted above, 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. The proposed PUD meets the requirements of the Zoning Ordinance for many of the baseline standards. The principal areas of flexibility under the PUD include: (1) Building height (code is 35 feet/3 stories); applicant proposes approximately 56 feet to top of parapet and 4 stories. (2) Lot coverage/impervious surface (R-4 code limits this to 50%); applicant’s proposal is approximately 50.5%. 34 September 14, 2021 Page 3 (3) Density (R-4 code limits this to approximately 24 units per acre, Comprehensive Plan calls for 20-40 units per acre); applicant is proposing approximately 32 - 36 units per acre. 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 Preliminary Plan stage of the PUD Amendment for Bremer Bank at 2654 Kenzie Terrace and Interstate Development at 2410 Lowry Avenue NE, with a series of conditions as noted in the summary section below. Final resolution of the areas of conflict would be necessary as a part of the Final Plan PUD, however, the parking and stacking issues noted above may be best addressed as a part of the current Preliminary Plan application to avoid later confusion as to the City’s requirements. 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: July 21, 2021 Action: 60 Days: September 20, 2021 Letter Sent: NA 120 Days: November 19, 2021 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. 35 September 14, 2021 Page 4 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; 36 September 14, 2021 Page 5 (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 will take place. In this regard, the application under consideration is the Preliminary PUD Plan stage. Generally speaking, Preliminary Plan approval is similar to a basic 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 will be subject to a public hearing, review and recommendation by the Planning Commission and consideration of approval by the City Council. The second stage is the Final PUD Plan which basically 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 Land Use Plan included in the 2040 Comprehensive Plan high density development on the subject property. The 2040 Comprehensive Plan also establishes a desired density range of 20 to 40 units per acre for high density residential development. The applicant has proposed a residential density 40 units per acre (76 dwelling units/1.89 acres) which is at the top of the density range directed by the draft 2040 Plan. With the preceding in mind, the proposed redevelopment project is considered consistent with the City’s 2040 Comprehensive Plan. 37 September 14, 2021 Page 6 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. Site Plan Review Summary Proposed Bank Facility – 2654 Kenzie Terrace The new bank building would be just over 6,000 square feet, revised slightly upward from the original proposed plan. The site currently has no direct access to Kenzie Terrace as the property has been vacant for many years. A new curb cut would be located at the westerly corner of the site. This access will require approval of Hennepin County at Kenzie Terrace is a County roadway. As discussed at the Planning Commission, Hennepin County staff have indicated via email that they approve of the proposed access location. Final permitting would still be subject to County approval. Circulation. Traffic would also have access from the alleyway at the southeast corner of the site. This alley has been identified as a potentially important street for long-term redevelopment of the commercial areas surrounding the subject site. Noted in this regard, however, would be the need to convey a small corner of the site to the city from the larger parcel. That corner extends into the alley, and with transfer of the property to a private party, the city would want to retain all areas that impact the alley layout. To this end, staff has recommended that the applicants participate in that minor subdivision process concurrent with the final land transfers. Traffic entering the site would have access to parking along the front entry portion of the building, flanking both sides of the entrance drive. A total of 21 parking spaces serve the building, a ratio of one space per 277 square feet gross. The building contains more than 1,000 square feet of non-productive space (restrooms, breakroom, storage, mechanical). Discounting those spaces, the ratio is one space per 228 square feet net. The zoning ordinance requires at least one space per 300 square feet. The proposal is consistent with this aspect of the code. One issue with the proposed site plan is the location and access to the drive-through window services. The plan shows that area on the southeast side of the site, with three lanes. Traffic existing the drive-through would circulate via an exit lane around the building to the north, and then to Kenzie Terrace. The issue with this design is the lack of drive-through stacking area. With more than two cars in any of the lanes, conflicts would result from vehicles stacked into the main drive lane. Staff would typically look for at least 4 spaces per lane to stack vehicles in a bank drive-through. One option would be to flip the building to place the drive-through window and lanes on the Kenzie Terrace portion of the site. In this way, what is now a long exit lane would provide stacking for drive-though customers. It is further noted that the drive-through canopy encroaches into the 25 foot setback from the alley. This would be an aspect of PUD flexibility. 38 September 14, 2021 Page 7 As noted previously, the applicant suggests that the nature of the Bremer Bank business plan is less on retail banking and more on commercial banking, making the drive-through stacking less of an issue for the long-term success of the facility. It should be noted that additional stacking beyond that supplied in the proposal would primary impact the parking usage of the Bank, and would not likely impact the public street. Building Materials. Building Materials area combination of primarily brick and glass, with fiber cement and metal panel accents. The building itself would be as high as 23 feet to the top of the highest parapet, well under the maximum 35 foot building height. Signage. A monument sign is proposed near the Kenzie Terrace entry is shown on the site plans without specific dimensions. This sign would need to meet the requirements of the city’s sign regulations. One note relates to the required setback, which is no closer than 15 feet to the curb line of the adjoining street. Landscaping. The landscaping plan illustrates a fairly well landscaped site. The primary comment in this regard would be the existing line of evergreens along Kenzie Terrace. They are proposed to be removed. It would appear that some of these could be retained, although there is no code requirement to do so. The applicant has indicated that they will examine the ability to preserve healthy specimens that do not interfere with the access driveway. Trash Enclosure. The site plan also includes a detached trash enclosure facility facing the alley. It would be recommended that the trash enclosure, if detached, gain its service access from the interior of the property, rather than the public alleyway. In this regard, staff would encourage an interior trash room within or adjoining the bank building itself, an element staff has seen to be common in other financial institutions due to security. This recommendation has been incorporated into the revised plans. Lighting. Finally, the applicant has provided a lighting plan that envisions a series of pole- mounted LED downcast lights around the site. The only issue raised in this regard would be the light intensity along the southwest property line, the common boundary with the senior housing building. The photometric plan shows foot-candle estimates ranging up to 3.2 along this boundary. Staff would recommend that modifications to the fixtures be made to limit this to zero at the property lines, given the adjoining residential use. 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. Site Access and Parking. Front door access the property is planned from the existing curb cut along Kenzie Terrace. The applicants would close the westerly curb cut nearest the intersection. As with the new Bremer Bank location, the applicants will need to coordinate access approvals for this project through Hennepin County. The driveway 60 spaces of surface parking arrayed around the site. 39 September 14, 2021 Page 8 This drive then also provides access to the underground parking garage. The garage is shown to provide 66 parking spaces. This is a ratio of 1.66 spaces per unit. As a ratio per bedroom, the count is 1.17 per bedroom. Because the site plan will result in the closure of an existing curb cut to Stinson Parkway, there could be as many as 12 on-street spaces along Stinson that would accommodate overflow visitors. The applicants will have to work with the Minneapolis Park Board to address changes to the Parkway parking designs. From the rear shared private road, access is available to the northerly employee parking area, as well as the loading location for food service deliveries. The applicants have indicated that trash handling equipment will be located in the underground garage, with access to the equipment a part of the design of the garage entry. As discussed above, the applicants indicate in their updated submission that they expect to charge a separate fee for access to the covered parking. This raises some concern, given that the reduced overall off-street parking supply is dependent upon the ability make full use of all available parking. Where these spaces are optional for the tenants, vehicles may end up overflowing the available “free” surface parking onto the adjoining streets. This result would raise some significant conflicts, especially during winter conditions. Ensuring that the covered parking is fully utilized is an issue to address as a part of the Preliminary Plan review. Access-related issues should be subject to further comment and recommendation by the City Engineer. Setbacks. The PUD zoning district does not impose specific structure setback requirements. For reference purposes however, the setback requirements imposed in the City’s R-4 Multiple Family Residential zoning district (commonly applied to high density residential housing projects) were recently changed with the updates to the R-4 District just adopted. The original standards were 30 feet from the street, 15 feet from the interior side boundary, and 40 feet to the rear. These have been changed to 20 feet from the street, but increasing the side yard to 50% of the building height (in this case, requiring up to 25 feet). The applicant prepared these plans under the original ordinance, and meets those standards. As it stands, the city would apply the ordinance in effect at the time of the application. Building Height. As noted above, the structure consists of an at-grade parking garage and three floors above the garage. The building is four stories in height (approximately 50 feet to the top of the parapet). The revised R-4 District increases building height to 50 feet. The garage exposure toward Stinson and Kenzie is one-half story, as the site grading is banked up toward the building to reduce the impression of the building height. A series of windows are built into the exposed garage wall, mirroring the window placement of the windows and balcony doors above. The design does an effective job of minimizing the garage wall exposure toward the street. Emergency Vehicle Access. As a part of the review process, emergency services (fire and police) have reviewed the project in concept and believe that proper emergency vehicle access and hydrant availability is provided. Building plans will be evaluated when submitted. In 40 September 14, 2021 Page 9 similar applications, staff will take considerations of such items as key box locations, address markings, and fire lane designations, among other items, at that time. As a part of Final PUD approval, the submitted development plans should be subject to review and comment by the Fire Chief. Building Materials. According to the submitted building elevations, the apartment buildings are to be finished in a variety of materials including the following: • Grey brick encompassing ground level • Tan fiber cement panels and Grey fiber cement lapped siding on the upper floors • Glass Balconies appear to be constructed of metal railing materials. Landscaping. The applicant has provided a landscaping plan that emphasizes tree plantings in perimeter site locations, with shrub and perennial planting areas around the site in rock mulch planting areas. Tree planting along Stinson Parkway includes a variety of (mostly) deciduous over- and under-story tree planting in the front yard space between the parking areas and the property line. Existing tree planting in the boulevard space between the sidewalk and the travel lanes is a part of the Parkway improvements, as well as significant tree planting in the median. One addition to the landscaping plan could include more shrub plantings along the base of the building, which otherwise is a rock-mulch mow strip. Breaking this area up with additional landscape materials – especially along the Stinson frontage would be an aesthetic improvement. The interior of the site is well planted and should provide an attractive landscape. The applicants have addressed this comment as a part of the revised landscape plan set. The site landscaping plan includes what is revised to be a quarter-circle plaza space at the corner of Stinson and Kenzie. This area includes a concrete space bounded by a raised seat wall, and extensive shrub, ornamental tree, and perennials plantings. This design should create a positive visual at the corner. In this way, the applicants have addressed staff’s recommendation for the provision of seating opportunities to both residents and passersby. Signage. The Preliminary PUD application does shows wall signage facing both Stinson and Kenzie, and appears to be consistent with the city’s sign requirements. Trash Handling. Trash equipment will be located within the garage level. Grading, Drainage, and Utilities. Issues related to grading, drainage and utilities should be subject to comment and recommendation by the City Engineer. The City Engineer has reviewed the project at Preliminary Plan stage, and has identified review comments related to civil plans 41 September 14, 2021 Page 10 will require technical comment and attention, but none that appear to impact the Preliminary Plan documents or the general site planning. PUD Agreement. As a condition of Final PUD approval, the applicant will be required to enter into a PUD agreement with the City and post all the necessary securities required by it. Sustainability Measures. Incorporated into the recently revised R-4 (Multi-Family) regulations is a notation encouraging the addition of sustainable components of each multi-family project. The applicants have included a list of these measures in their accompanying correspondence, as follows: 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 3. Criteria for and Consistency with Criteria for PUD Approval. Title XV Land Usage, Chapter 152 Zoning Code, Section §152.209. SUMMARY AND STAFF/PLANNING COMMISSION RECOMMENDATIONS Preliminary Plan PUD – Staff and Planning Commission recommend approval with the following conditions: 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. 2. Access-related issues shall be subject to comment and recommendation by the City Engineer, as well as Hennepin County and Minneapolis Park Board. 42 September 14, 2021 Page 11 3. The proposed bank site plan is modified to increase drive-through lane stacking space. 4. The applicants modify the landscaping plan for the bank location to retain a portion of the existing evergreen plantings. 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. 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. 7. The applicant adds foundation plantings along the Stinson and Kenzie frontages of the residential building. 8. The City finds that the proposed parking supply is adequate to serve the residential facility. 9. Final PUD Plans demonstrate compliance with ADA parking supply requirements (for disabled persons). 10. As part of the Final PUD Plan submission, a final signage plan be submitted for review which demonstrates compliance with City requirements. 11. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 12. The applicant enter into a PUD agreement with the City and post all the necessary securities required by it. 13. The applicant executes the required land transfers suitable to the City Council. 14. Consideration of comments of other City Staff. This recommendation is based on a finding that the proposal, with the conditions cited, is consistent with the requirements for PUD consideration, 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 43 CITY COUNCIL SEPTEMBER 14, 2021 2401 Lowry Avenue NE, 2654 Kenzie Terrace, 2534 Kenzie Terrace Interstate Development/Bremer Bank/City of St. Anthony Village – Preliminary Plan PUD PRELIMINARY PLAN PUD -ZONING 44 PRELIMINARY 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%) PRELIMINARY PLAN PUD –SITE PLANS 45 BANK BUILDING ELEVATIONS 46 PRELIMINARY PLAN PUD –LANDSCAPED PLAZA PRELIMINARY PLAN PUD –APARTMENT BUILDING PERSPECTIVE 47 PRELIMINARY PLAN PUD –RECOMMENDED CONDITIONS 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. 2. Access-related issues shall be subject to comment and recommendation by the City Engineer, as well as Hennepin County and Minneapolis Park Board. 3. The proposed bank site plan is modified to increase drive-through lane stacking space. 4. The applicants modify the landscaping plan for the bank location to retain a portion of the existing evergreen plantings. 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. 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. 7. The applicant adds foundation plantings along the Stinson and Kenzie frontages of the residential building. PRELIMINARY PLAN PUD –RECOMMENDED CONDITIONS 8. The City finds that the proposed parking supply is adequate to serve the residential facility. 9. Final PUD Plans demonstrate compliance with ADA parking supply requirements (for disabled persons). 10. As part of the Final PUD Plan submission, a final signage plan be submitted for review which demonstrates compliance with City requirements. 11. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 12. The applicant enter into a PUD agreement with the City and post all the necessary securities required by it. 13. The applicant executes the required land transfers suitable to the City Council. 14. Consideration of comments of other City Staff. 48 PRELIMINARY 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 Property Transfer Consideration –HRA/City Council Final Plan PUD –City Council 49 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. 50 • 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 51 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 $01 01 G@00 0/ 0) %04 03 %1 %0 %0/ %/ 4) G%4 G%A0COVER SHEET52 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, Minnesota !"##!#$%&’()*+ ,’-*(+.-+/’.01-22023A1FLOOR PLAN-LEVEL 153 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$(3A2FLOOR PLAN- LEVEL 2-454 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, Minnesota ! !"#$%&’()*+,-$-.(/+),0/,1(02/!-#$-$$$--3"#$!3"#$-!A3EXTERIOR ELEVATIONS55 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, MinnesotaA4 ! !%&’()*+,-$-.(/+),0/,1(02/!-#$-$$$--3"#$!3"#$-!EXTERIOR ELEVATIONS56 KENZIE TERRACELAND USE APPLICATION RESUBMITTAL© 2021 DJR Architecture21-062.0008.31.2021St. Anthony, MinnesotaA5RENDERING57 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 PLANSITE58 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 608080606ƒ (34.076ƒ (6ƒ (6ƒ (1ƒ (1ƒ :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) 937-515059 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 WATWATWATWATWATWATWATWATWATWATWATWATWATWAT6ƒ (34.076ƒ (6ƒ (6ƒ (1ƒ (1ƒ :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 16ƒ (1ƒ (1ƒ :6ƒ (6ƒ (6ƒ (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 ADDITION60 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 WAY61 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.62 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.98298098298063 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 STONE64 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 KEYNOTES65 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) 937-515066 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: 0026999.0067 MEMORANDUM TBPLS Firm No. 10074302 Date: August 31, 2021 Re: Bremer Bank - Stormwater Management Summary File 0026999.00 To: Victoria Perbix, Interstate Development From: Dan Parks Below is a summary of the stormwater management system designed for the new Bremer Bank facility in St. Anthony, MN. •The proposed 0.91-acre Bremer Bank site is presently vacant but has previously been occupied by buildings and a parking lot. •The native soils on the site are not sandy, but largely cohesive clayey-type materials that do not infiltrate well. •The proposed bank use will convert the present grassy lot to approximately 75% impervious. •Due to the required development density for the bank, it is not feasible to incorporate open- water ponding areas into the project design and a below-ground stormwater vaulting system will be used instead. The stormwater vault will temporarily store runoff and limit stormwater discharge rates from the site to their current runoff rates. It will also provide water quality improvement. •Stormwater from the proposed building and parking lot will directly runoff into the storm sewer and from there into the below-ground vault. When the vault reaches capacity, it will discharge east by pipe into the city storm sewer system in the alley abutting the property. •The below-ground vault will incorporate perforated pipes (or similar system) and be surrounded by an aggregate material with large void spaces. •The vaulting system is typically inspected on an annual basis, and collected sediment is removed as needed. •A more complete analysis of the proposed stormwater system is included in the Stormwater Management Plan prepared with the city site development application. 68 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com612-615-00602401 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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 RE-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 PLAN69 REVISION SUMMARYDATEDESCRIPTIONV1.0SITE SURVEY. .. .. .. .. .. .70 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/2101" = 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 LIMITS71 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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:72 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 Line12" HDPE12" HDPE 1 2 " HD P E 36" CMPConnectionUnknown12" HDPE12" HDPE 12" HDPE15" HDPEConnectionUnknownGuard 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=870.738" PVC 8" Cast IronNOPARKINGCONSTRUCTION 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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 POINTS73 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 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 IronNOPARKINGCONSTRUCTION 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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.74 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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.275 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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 S676 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION SUMMARYDATEDESCRIPTIONC5.2CIVIL DETAILS. .. .. .. .. .. .77 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 - RG24 - PB12 - AB37 - SH3 - QB4 - RG25 - CA42 - PO5 - CA411 - CA43 - PO6 - PO9 - CA41 - PN24 - DL4 - EM7 - SH15 - CA428.1 128.122.13.883.93.822.028.013.0 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 RailSan Serv.Rec.309.89Δ=20°50'47"R=851.73578.25Δ=38°33'00"R=859.44499.61Δ=32°52'32"R=870.73Rock Med ian NOPARKINGCONSTRUCTION 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21LANDSCAPE NOTES:01" = 20'-0"20'-0"10'-0"NKnow what'sbelow.before you dig.CallREDGINGLEGEND1.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 DETAILS78 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 FRIENDLYCA445 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 YPB27 Sand 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 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 NAMESIZE3,218 sf Lower Basin Native Seed MixSeed MixMNDOT 34-262 WET PRAIRIE, PER MNDOT SEEDING MANUALSPECIFICATIONS (2014)22,225 sf Shooting Star No Mow Fine Fescue Mix / No MowSeed MixSeed Mix46 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21FACE 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 PLACEMENT279 REVISION SUMMARYDATEDESCRIPTIONLT1.0PHOTOMETRIC PLAN. .. .. .. .. .. .80 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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.81 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 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 IronNOPARKINGCONSTRUCTION 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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.82 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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 S583 Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com612-615-00602401 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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:84 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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......85 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-SUBMITTAL. .. .. .. .. .07/20/21 CITY SUBMITTALDRAWN BY:REVIEWED BY:KW, RLMP, 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.09/01/21REVISION 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/A86 87 CITY OF SAINT ANTHONY VILLAGE HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 21-067 A RESOLUTION APPROVING A REQUEST FOR A PRELIMINARY PLAN STAGE PUD, FOR THE INTERSTATE/BREMER BANK/CITY OF ST. ANTHONY VILLAGE, INCLUDING A COMMERCIAL BANK FACILITY OF APPROXIMATELY 6,000 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 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 application and the applicant and members of the public were provided the opportunity to present information to the Planning Commission; and WHEREAS, the Planning Commission recommended approval of the Preliminary Plan PUD with the conditions noted in the Staff report, and as identified below; and WHEREAS, the City Council makes the following findings of fact in support of the resolution for approval: 1. The properties are located in an area of mixed commercial and residential use. 2. The proposed improvements to the properties are consistent with the character of the neighborhood in which the project is located. 88 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 plan under conditions as recommended by the Planning Commission, 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 Preliminary Plan for the St. Anthony Village Senior Housing PUD as shown on the plans submitted on July 20, 2021: 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. 2. Access-related issues shall be subject to comment and recommendation by the City Engineer, as well as Hennepin County and Minneapolis Park Board. 3. The proposed bank site plan is modified to increase drive-through lane stacking space. 4. The applicants modify the landscaping plan for the bank location to retain a portion of the existing evergreen plantings. 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. 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. 7. The applicant adds foundation plantings along the Stinson and Kenzie frontages of the residential building. 8. The City finds that the proposed parking supply is adequate to serve the residential facility. 9. Final PUD Plans demonstrate compliance with ADA parking supply requirements (for disabled persons). 10. As part of the Final PUD Plan submission, a final signage plan be submitted for review which demonstrates compliance with City requirements. 11. Issues related to grading, drainage and utilities shall be subject to comment and recommendation by the City Engineer. 12. The applicant enter into a PUD agreement with the City and post all the necessary securities required by it. 13. The applicant executes the required land transfers suitable to the City Council. 89 14. Consideration of comments of other City Staff. Passed in regular session of the City Council on the 14th day of September, 2021. ____________________________________ Randy Stille, Mayor ATTEST:____________________________ City Clerk Review for Administration: ____________________________________ Charlie Yunker, City Manager 90 Website June July August Total Visitors 4,900 1,800 2,100 St. Anthony/NN Landing (Page Views) 100 80 74 St. Anthony – Meeting 86 145 106 St. Anthony – City Council 37 45 23 August 2021 Programming, Website & Social Media Social Media June July August NN Facebook posts 38 58 97 NN Facebook Total Likes 1775 1780 1788 PROGRAMMING • PRODUCTION SERVICES: • Villagefest Parade LIVE, 8/6 • St Anthony/New Brighton Schools Town Hall LIVE, 8/25 • Cities Speak (3 new shows) featuring city and communications officials • NineNorth’s Out to Lunch Series: (3 new shows) shows featuring local restaurants • The Press Box, NineNorth Sports Show: (2 new Shows) • TC North Chamber Check In (3 new shows); LIVE every other Friday @ 11:30am • NEW PROGRAMS on NineNorth CHANNELS (114 Total) = 120.5 hours of programming • CITY MEETINGS (44 Total): 6 – St Anthony city meetings + web streams • NORTH SUBURBAN COMMUNICATIONS COMMISSION - next Mtg 9/23 • RAMSEY COUNTY BOARD MEETINGS: 3, [LIVE Tuesdays, Ch. 19 – 9am] • SANB 282 SCHOOL BOARD MEETINGS: 8/24 [Live Ch. 19 & web] • RICE CREEK WATERSHED Meetings: 2, 8/11 & 8/26 •  • ADDITIONAL PROGRAMMING: • TC North Chamber of Commerce Annual Mtg - LIVE, 8/25 • St Paul Saints AAA Baseball, Live on NineNorth Sports Channels 799 & 14 91 THIS PAGE LEFT INTENTIONALLY BLANK 92 Date Type Staff Present September 28 Regular Fire Prevention Presentation Spirit of St. Anthony Award Wild Turkey Management Plan SANB #282 Presentation Just Deeds Project Participation Salo Park Maintenace Agreement City Council City Manager Fire Dept October 12 Work Session 2022 Long term capital budget plans City Council City Manager Finance Director October 12 Regular Planning Commission items from September Quarterly Donations & Grants Preliminary Certification of Delinquent Waste Hauler Accounts-Consent Agenda Preliminary Certification of Delinquent Utility Accounts-Consent Agenda Quarterly Goals Update Hennepin County Recycling Agreement City Council City Manager October 26 Work Session 2022 utility rates and budgets MCES I&I MOU Water Tower RFP City Council City Manager Finance Director October 26 Regular Approval of CIP Union Contracts City Council City Manager Finance Director 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 City Council City Manager November 15 Work Session Commission Interviews 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 FUTURE COUNCIL AGENDA ITEMS 2021 93 Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS 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 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 2022 94 Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS 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 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 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 95 Date Type Staff Present FUTURE COUNCIL AGENDA ITEMS 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 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 96