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2017-06-27 CC Agenda PacketPLEASE TURN OFF ALL CELL PHONES & PAGERS IN COUNCIL CHAMBERS. REP, FUR �=' I I �WQ I a �31 I 9� TUESDAY, JUNE 27, 2017 - 7:00 PM MOUND CITY COUNCIL CHAMBERS *Consent A eg nda: Items listed under the Consent Agenda are considered routine in nature and will be enacted by a single roll call vote. There will be no separate discussion of these items unless a Council Member or Citizen so requests. In that event the item will be removed from the Consent Agenda and considered in normal sequence. Opening meeting 2. Pledge of Allegiance 3. Approve agenda, with any amendments *Consent A eg nda: Items listed under the Consent Agenda are considered routine in nature, have been evaluated by staff, recommended by staff for approval by the Council, and will be enacted by a single roll call vote. There will be no separate discussion of these items unless a Council Member or Citizen so requests. At this time, anyone present who wishes to offer dissenting comment to any items on the Consent Agenda is invited to identify themselves and the item of concern so that the it may be removed from the Consent Agenda and considered after discussion in normal sequence. Separate introduction or further support from petitioners or requestors is not required at this time and removal of an item from the Consent Agenda for this purpose is not required or appropriate. Page *Consent Agenda *A. Approve payment of claims *B. Approve Minutes: 6-13-17 Regular Meeting 1619-1653 1654-1658 *C. Approve a resolution authorizing the execution of a joint cooperation agreement 1659-1672 between the City of Mound and Hennepin County for participation in the Urban 1662 Hennepin County Community Block Grant Program in Fiscal Years 2018 - 2020 *D. Approve Pay Request No. 14 from Geislinger & Sons, Inc. in the amount of 1673-1675 $235,465.41 for the 2015 Street, Utility and Retaining Wall Improvements — Grandview Boulevard and Tuxedo Boulevard, City Project Nos. PW -15-02 and PW -15-01 *E. Approve Resolution Accepting Bid for the 2017 Lift Station and Commerce Blvd. 1676-1678 Forcemain Improvement Project, City Project No. PW -17-05 1678 *F. Approve the following project related pay requests: 1679-1688 1. Norlings Lake Minnetonka Landscapes, Inc. totaling $6,175.25 for the 2016 Street Improvement Project, Bartlett Blvd, City Project No. PW -16-01 2. American Engineering Testing, Inc. totaling $5,830.00 for the 2017 Lift Station/Forcemain Improvement Project, City Project No. PW -17-05 *G. Approve Resolution Approving the Declaration Amendment between IKM 1689-1704 Limited Partnership, LLC and Minnehaha Creek Watershed District 1690 *H. Approve Resolution Approving Musical Concert Permit for Special Event at 1705-1708 Mount Olive Lutheran Church on June 28, 2017 1707 0 0 10 PLEASE TURN OFF ALL CELL PHONES & PAGERS IN COUNCIL CHAMBERS. *I. Approve Resolution Delegating Minnesota Wetland Conservation Act (WCA) 1708-1710 LGU Authority to the City of Minnetrista for Metropolitan Council 1710 Environmental Services (MCES) L-38 Forcemain Interceptor Project No. 7021 Comments and suggestions from citizens present on any item not on the agenda. (Limit to 3 minutes per speaker.) Brian Simmons, Bolton & Menk, Inc., presenting Feasibility Report and requesting See Separate Report action on the following: A. Resolution Receiving Feasibility Report and Calling for Hearing on the 2018 Street, 1711 Utility and Retaining Wall Improvement Project— Westedge Boulevard, City Project No. PW -18-01 Steve McDonald, representing Abdo, Eick & Meyers, LLP, presenting the 2016 See Separate Report Comprehensive Annual Financial Report and Management Letter, and requesting action receiving the same Review/discussion of Serenity Hill on Halsted Bay Project 1712-1778 6639 Bartlett Boulevard Applicant: Dan Anderson Requested Actions.- A. ctions:A. Action on Resolution Approving Final Plat for Serenity Hill on Halsted Bay 1715 B. Action on Resolution Approving Planned Area Development Agreement for 1720 Serenity Hill on Halsted Bay Review/discussion of Dutch Lake Preserve Project 1779-1803 1861 Commerce Boulevard Reauested Actions. A. Action on Resolution Rescinding Resolution No. 95-98 for variance that 1782 allowed construction of a screened porch at 1861 Commerce Boulevard dated September 28, 1995 and recorded as Document No. 6482484 Variance Approved by Resolution No. 95-98 at 1861 Commerce Boulevard B. Action on Resolution Terminating Declaration of Restrictive Covenants 1784 dated January 29, 1990 and recorded as Document No. 5622339 C. Action on Resolution Approving Final Plat for Dutch Lake Preserve 1787 Review/discussion of concept/sketch plan for property at 4873 Shoreline Boulevard 1804-1821 Applicants: Louis Colson and Wayne Ehlebracht (owner) Review/discussion regarding short-term/vacation house rental operation and need 1822-1823 for planning study PLEASE TURN OFF ALL CELL PHONES & PAGERS IN COUNCIL CHAMBERS. 12. Information/Miscellaneous A. Comments/reports from Council members B. Reports: Liquor Store - May 2017 1824 C. Minutes: Parks & Open Spaces Commission - May 11, 2017 1825-1829 D. Correspondence: WeCAN - June 7, 2017 1830-1831 13. Adjourn This is a preliminary agenda and subject to change. The Council will set a final agenda at the meeting. More current meeting agendas may be viewed at City Hall or at the City ofMound web site 3vu°�� ej nc>rpid.coin. tCIL BRIEFING June 27, 2017 _Upcoming Events Schedule: Don't Forget!! 11 July 2017 - 6:55 PM - HRA Regular Meeting (as may be required) 11 July 2017- 7:00 PM - City Council Regular Meeting 21 - 22 July - Spirit of the Lakes Festival 25 July 2017 - 6:55 PM - HRA Regular Meeting (as may be required) 25 July 2017 - 7:00 PM - City Council Regular Meeting 28 July 2017 - 8:00 AM - Wounded Warrior Soldier Ride 5 August 2017 - Dog Days 8 August 2017 - 6:00 PM - Finance Committee Meeting re: 2018 Budget Preview 8 August 2017 - 6:55 PM - HRA Regular Meeting (as may be required) 8 August 2017 - 7:00 PM - City Council Regular Meeting 22 August 2017 - 6:55 PM - HRA Regular Meeting (as may be required) 22 August 2017 - 7:00 PM - City Council Regular Meeting 24 August - 4 September - State Fair 5 September - Westonka Schools resume 12 September - 6:55 PM - HRA Regular Meeting (as may be required) 12 September - 2017 - 7:00 PM - City Council Regular Meeting 26 September - 6:55 PM - HRA Regular Meeting (as may be required) 26 September - 2017 - 7:00 PM - City Council Regular Meeting City Offices Closed 4 July 2017 - 4th of July Holiday 4 September 2017 - Labor Day City Official's Absences Please notify the City Manager in advance of an absence. Some votes require more than a simple majority and Staff needs to plan accordingly. Inquire in advance, please...... Council members are asked to call or email their questions in advance of a public meeting so that more research may be done or additional information may be provided that will assist in your quality decision- making. City of Mound Claims 6-27-17 YEAR BATCH NAME 2017 0517HOISINGT �.1105MUTH i ► 1 �'TOTAL CLAIMS i 5,868.12 $ 4,940.65 $ 45,361.58 $ 9,251.73 $ 138,913.28 $ 10,302.28 $ 6,662.04 933,458.91 142,174.92 �'TOTAL CLAIMS i mkliy• i' L C Current Period: June 2017 06/21/17 4:37 PM Page 1 Batch Name 0517HOISINGT User Dollar Amt $5,868.12 Payments Computer Dollar Amt $5,868.12 $0.00 In Balance Refer 5 HO/SINGTON KOEGLER GROUP, I Cash Payment E 101-42400-300 Professional Srvs MISC PLANNING SVCS MAY 2017 $47.50 Invoice 015-015-26 6/11/2017 Cash Payment E 101-42400-300 Professional Srvs MOUND COMPREHENSIVE PLAN 2040 $5,164.37 PLANNING SVCS MAY 2017 Invoice 017-003-4 6/11/2017 Cash Payment E 101-42400-300 Professional Srvs MISC PLANNING SVCS MAY 2017 $226.25 Invoice 007-001-107 6/11/2017 Cash Payment G 101-23344 PC15-23 1732 CANARY KO 1732 CANARY LN VARIANCE MISC $20.00 PLANNING SVCS MAY 2017 Invoice 007-001-107 6/11/2017 Cash Payment E 101-45200-300 Professional Srvs SURFSIDE PARK AIS SIGN @ SURFSIDE $40.00 MISC PLANNING SVCS MAY 2017 Invoice 007-001-107 6/11/2017 Cash Payment G 101-23349 1861 COMMERCE -TRIDENT 1861 COMMERCE- REZONING PC 16-02 $40.00 PLANNING SVCS MAY 2017 Invoice 015-015-26 6/11/2017 Cash Payment G 101-23409 1567 Bluebird PC 17-14Kullb 1567 BLUEBIRD LN MIN SUBDV -MISC $282.50 PLANNING SVCS MAY 2017 Invoice 015-015-26 6/11/2017 Cash Payment E 101-45200-300 Professional Srvs 1873 SHORELINE DR MAJOR SUBDV- $47.50 NORWOOD LN & SHORELINE SKETCH PLAN MISC PLANNING SVCS MAY 2017 Invoice 015-015-26 6/11/2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $5,868.12 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $5,868.12 $5,868.12 Pre -Written Checks $0.00 Checks to be Generated by the Computer $5,868.12 Total $5,868.12 CITY OF MOUND 06/15/17 7:58 AM Page 1 Payments Current Period: June 2017 Batch Name 061317CTYMAN User Dollar Amt $4,940.65 Payments Computer Dollar Amt $4,940.65 $0.00 In Balance Refer 3 G & K SERVICES Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 6-5-17 $109.15 Invoice 6006515611 6/5/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 6-12-17 $109.15 Invoice 6006526761 6/12/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 4-22-17 $153.50 Invoice 6006448864 4/22/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $371.80 Refer 4 G & K SERVICES Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 4-24-17 $118.69 Invoice 6006448865 4/24/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 5-01-17 $111.87 Invoice 6006460016 5/1/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 5-08-17 $123.99 Invoice 6006471102 5/8/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 5-15-17 $580.82 Invoice 6006482331 5/15/2007 Project 17-3 Gash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 5-22-17 $132.68 Invoice 6006493468 5/22/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 5-29-17 $84.16 Invoice 6006504534 5/29/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 6-05-17 $123.99 Invoice 6006515612 6/5/2017 Project 17-3 Cash Payment E 602-49450-210 Operating Supplies MAT SVC & SHOP SUPPLIES 6-12-17 $644.07 Invoice 6006526762 6/12/2017 Project 17-3 Transaction Date 6/13/2017 Wells Fargo 10100 Total $1,920.27 Refer 2 G & K SERVICES Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 5-01-17 $109.15 Invoice 6006460015 5/1/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 5-08-17 $109.15 Invoice 6006471101 5/8/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 5-15-17 $109.15 Invoice 6006482330 5/15/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 5-22-17 $153.50 Invoice 6006493467 5/22/2017 Cash Payment E 609-49750-460 Janitorial Services HWS -MAT SVC & SUPPLIES 5-29-17 $109.15 Invoice 6006504533 5/29/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $590.10 Refer 1 G & K SERVICES Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 4-24-17 $157.70 Invoice 6006448866 4/24/2017 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 5-1-17 $104.97 Invoice 6006460017 5/1/2017 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 5-8-17 $157.70 Invoice 6006471103 5/8/2017 -1621- Payments Current Period: June 2017 06/15/17 7:58 AM Page 2 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 5-15-17 $104.97 Invoice 6006482332 5/15/2017 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 5-22-17 $133.23 Invoice 6006493469 5/22/2017 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 5-29-17 $72.47 Invoice 6006504535 5/29/2017 Cash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 6-05-17 $157.70 Invoice 6006515613 6/5/2017 Gash Payment E 101-45200-210 Operating Supplies PARKS -MAT SVC & SUPPLIES 6-12-17 $104.97 Invoice 6006526763 6/12/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $993.71 Refer 5 JUBILEE FOODS Cash Payment E 609-49750-255 Misc Merchandise For R FRESH LIMES & LEMONS FOR RESALE $9.89 Invoice 050517 6/1/2017 Cash Payment E 609-49750-210 Operating Supplies CHARMS BLOW POPS- HWS $11.92 Invoice 051917 6/1/2017 Cash Payment E 101-41930-210 Operating Supplies LYSON DISINFECTANT WIPES, WINDEX $9.54 CLEANER- CITY HALL Invoice 051217 6/1/2017 PO 1 Cash Payment E 609-49750-255 Misc Merchandise For R BOTTLED WATER FOR RESALE- HWS $19.96 Invoice 051117 6/1/2017 PO 1 Cash Payment E 609-49750-255 Misc Merchandise For R FRESH LIMES & LEMONS FOR RESALE $51.50 Invoice 051217 6/1/2017 Cash Payment E 609-49750-210 Operating Supplies HAND SANITIZER, SCISSORS- HWS $5.60 Invoice 0527177 611/2017 Cash Payment E 609-49750-255 Misc Merchandise For R FRESH LIMES & LEMONS FOR RESALE $57.00 Invoice 0527177 6/1/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $165.41 Refer 6 UNIF/RST CORPORATION Cash Payment E 101-45200-218 Clothing and Uniforms UNIFORM SVC PARKS 4-19-17 $46.49 Invoice 0900358496 4/19/2017 Cash Payment E 101-45200-218 Clothing and Uniforms UNIFORM SVC PARKS 4-26-17 $46.49 Invoice 0900359674 4/26/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $92.98 Refer 13 UN/FIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-24-17 $19.38 Invoice 0900364355 5/24/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-24-17 $21.02 Invoice 0900364355 5/24/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-24-17 $25.64 Invoice 0900364355 5/24/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $66.04 _Refer 7 UNIFIRST CORPORATION Cash Payment E 101-45200-218 Clothing and Uniforms UNIFORM SVC PARKS 5-03-17 $46.49 Invoice 0900360849 5/3/2017 Cash Payment E 101-45200-218 Clothing and Uniforms UNIFORM SVC PARKS 5-10-17 $46.49 Invoice 0900362027 5/10/2017 -1622- CITY OF MOUND 06/15/17 7:58 AM Page 3 Payments Current Period: June 2017 Cash Payment E 101-45200-218 Clothing and Uniforms Invoice 0900363197 5/17/2017 Cash Payment E 101-45200-218 Clothing and Uniforms Invoice 0900364356 5/24/2017 Cash Payment E 101-45200-218 Clothing and Uniforms Invoice 0900365519 5/31/2017 UNIFORM SVC PARKS 5-17-17 $46.49 UNIFORM SVC PARKS 5-24-17 $46.49 UNIFORM SVC PARKS 5-31-17 $46.49 Transaction Date 6/17/2013 Wells Fargo 10100 Total $232.45 Refer 9 UNIFIRST CORPORATION _ Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-26-17 $19.38 Invoice 0900359673 4/26/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-26-17 $21.02 Invoice 0900359673 4/26/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-26-17 $25.64 Invoice 0900359673 4/26/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $66.04 Refer 8 UNIFIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-19-17 $19.38 Invoice 0900358495 4/19/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-19-17 $21.02 Invoice 0900358495 4/19/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 4-19-17 $25.64 Invoice 0900358495 4/19/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $66.04 Refer 12 UNIFIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-17-17 $19.38 Invoice 0900363196 5/17/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-17-17 $21.02 Invoice 0900363196 5/17/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-17-17 $25.64 Invoice 0900363196 5/17/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $66.04 Refer 11 UNIFIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-10-17 $131.03 Invoice 0900362026 5/10/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-10-17 $21.02 Invoice 0900362026 5/10/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-10-17 $25.64 Invoice 0900362026 5/10/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $177.69 Refer 10 UNIFIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms Invoice 0900360848 5/3/2017 Cash Payment E 601-49400-218 Clothing and Uniforms Invoice 0900360848 5/3/2017 Cash Payment E 101-43100-218 Clothing and Uniforms Invoice 0900360848 5/3/2017 Transaction Date 6/13/2017 UNIFORM SVC PUBLIC WORKS 4-19-17 UNIFORM SVC PUBLIC WORKS 4-26-17 UNIFORM SVC PUBLIC WORKS 4-19-17 Wells Faroo 10100 Total -1623- m $19.38 $21.02 $25.64 $66.04 Payments Current Period: June 2017 06/15/17 7:58 AM Page 4 Refer 14 UNIFIRST CORPORATION Cash Payment E 602-49450-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-31-17 $19.38 Invoice 0900365518 5/31/2017 Cash Payment E 601-49400-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-31-17 $21.02 Invoice 0900365518 5/31/2017 Cash Payment E 101-43100-218 Clothing and Uniforms UNIFORM SVC PUBLIC WORKS 5-31-17 $25.64 Invoice 0900365518 5/31/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $66.04 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $1,508.16 601 WATER FUND $147.14 602 SEWER FUND $2,167.58 609 MUNICIPAL LIQUOR FUND $1,117.77 $4,940.65 Pre -Written Checks $0.00 Checks to be Generated by the Computer $4,940.65 Total $4,940.65 -1624- Current Period: June 2017 06/15/17 10:43 AM Page 1 Batch Name 061517CTYMAN User Dollar Amt $45,361.58 Payments Computer Dollar Amt $45,361.58 $0.00 in Balance Refer 1 ABDO E/CK AND MEYERS, LLP Cash Payment E 101-41500-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $2,770.40 31-2016 Invoice 384047 4/30/2017 Cash Payment E 222-42260-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $2,031.63 31-2016 Invoice 384047 4/30/2017 Cash Payment E 281-45210-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $554.08 31-2016 Invoice 384047 4/30/2017 Cash Payment E 601-49400-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $1,454.46 31-2016 Invoice 384047 4/30/2017 Cash Payment E 602-49450-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $1,454.46 31-2016 Invoice 384047 4/30/2017 Cash Payment E 609-49750-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $3,001.27 31-2016 Invoice 384047 4/30/2017 Cash Payment E 670-49500-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $364.31 31-2016 Invoice 384047 4/30/2017 Cash Payment E 675-49425-301 Auditing and Acct g Servi CERTIFIED AUDIT SVCS- YEAR ENDED 12- $369.39 31-2016 Invoice 384047 4/30/2017 Transaction Date 6/15/2017 Wells Fargo 10100 Total $12,000.00 Refer 2 ALL AMERICAN TITLE - MG Cash Payment R 601-49400-36200 Miscellaneous Revenu 4704 GORDON RD- UTILITY REFUND- ALL $86.59 AMERICAN TITLE MG Invoice 061417 6/12/2017 Transaction Date 6/15/2017 Wells Fargo 10100 Total $86.59 Refer 3 LEAGUE MN CITIES INSURANCE T Cash Payment E 101-41110-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAR INS 2-1- $2,520.16 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-41310-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $89.89 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-41500-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $631.21 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-41600-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $39.11 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-41910-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $304.84 17 THRU 2-1-18 Invoice 061417 6/5/2017 Current Period: June 2017 06/15/17 10:43 AM Page 2 Cash Payment E 101-42110-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $670.51 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-42115-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $125.31 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-42400-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $769.71 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-43100-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $1,918.39 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-45200-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $2,186.73 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 22242260-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $4,501.44 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 281-45210-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $84.86 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 285-46388-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $328.68 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 601-49400-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $3,184.04 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 602-49450-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $7,117.26 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 609-49750-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $7,167.86 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-41930-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $1,008.54 17 THRU 2-1-18 Invoice 061417 6/5/2017 Cash Payment E 101-49999-361 General Liability Ins 3RD INSTALLMENT 2017 GEN LIAB INS 2-1- $251.45 17 THRU 2-1-18 Invoice 061417 6/5/2017 Transaction Date 6/13/2017 Wells Fargo 10100 Total $32,899.99 Refer 4 MINNESOTA RURAL WATER ASSO Cash Payment E 602-49450-434 Conference & Training MRWA LINE TRACING TRAINING JULY $125.00 18TH WACONIA- R. PRICH Invoice 061417 6/12/2017 Cash Payment E 101-43100434 Conference & Training MRWA LINE TRACING TRAINING JULY $125.00 18TH WACONIA- B. KRESS Invoice 061417 6/12/2017 Cash Payment E 602-49450-434 Conference & Training MRWA LINE TRACING TRAINING JULY $125.00 18TH WACONIA- R. LARSON Invoice 061417 6/12/2017 Transaction Date 6/15/2017 Wells Fargo 10100 Total $375.00 -1626- Current Period: June 2017 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $13,411.25 222 AREA FIRE SERVICES $6,533.07 281 COMMONS DOCKS FUND $638.94 285 MOUND HRA $328.68 601 WATER FUND $4,725.09 602 SEWER FUND $8,821.72 609 MUNICIPAL LIQUOR FUND $10,169.13 670 RECYCLING FUND $364.31 675 STORM WATER UTILITY FUND $369.39 $45,361.58 Pre -Written Checks $0.00 Checks to be Generated by the Computer $45,361.58 Total $45,361.58 -1627- 06/15/17 10:43 AM Page 3 Current Period: June 2017 06/22/17 12:19 PM Page 1 Batch Name 061617CTYMAN Payment Computer Dollar Amt $9,251.73 Posted Refer 8 AMERICAN PUBLIC -WORKS ASSO Ck# 053910 6/21/2017 Cash Payment E 602-49450-433 Dues and Subscriptions AMERICAN PUBLIC WORKS ASSOC $200.00 MEMBERSHIP DUES & MN CHAPTER DUES - R. HANSON 9-1-17 THRU 8-31-18 Invoice 061617 6/16/2017 Cash Payment E 602-49450-433 Dues and Subscriptions AMERICAN PUBLIC WORKS ASSOC $200.00 MEMBERSHIP DUES & MN CHAPTER DUES - E. HOVERSTEN 9-1-17 THRU 8-31-18 Invoice 061617 6/16/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total -- $400.00 Refer 5 BELLBOY CORPORATION Ck# 053911 6/21/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $3,257.63 Invoice 58740300 5/8/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$1.55 Invoice 58879500CR 5/17/2017 Cash Payment E 609-49750-265 Freight FREIGHT CREDIT -$41.85 Invoice 58879500CR 5/17/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $3,214.23 Refer 7 BERNICKS BEVERAGES AND VEN Ck# 053912 6/21/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $2,276.40 Invoice 357024-2 5/3/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $2,276.40 Refer 9 CARQUEST AUTO PARTS (FIRE) Ck# 053913 6/21/2017 Cash Payment E 222-42260-409 Other Equipment Repair WIPER BLADES FOR FIRE TRUCKS #40, #35, $53.22 #24 Invoice 6974-295387 5/31/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $53.22 Refer 10 CARQUEST OF NAVARRE (P/W) Ck# 053914 6/21/2017 Cash Payment E 285-46388-220 Repair/Maint Supply HOSE CRIMPS- PARKING DECK PRESSURE $11.74 WASHER Invoice 6974-293344 5/4/2017 Cash Payment E 101-43100-220 Repair/Maint Supply Invoice 6974-293367 5/4/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 6974-293880 5/11/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 6974-293876 5/11/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 6974-293877 5/11/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Invoice 6974-293900 5/11/2017 Cash Payment E 101-45200-500 Capital Outlay FA Invoice 6974-294297 5/16/2017 CLAMPS- TYMCO SWEEPER #304 $9.06 MARINE BATTERY CORE RETURN CREDIT -$22.00 OIL FILTER, MARINE BATTERY- PARKS $88.82 TRAILER MOUNT PRESSURE WASHER STARTER CORD- PARKS $4.77 LUBE, FUEL FOR GENERATORS $14.21 Project 17-3 PARKS TRUCK #317 OUTFIT -SEAT COVERS, $1,495.45 EMERG LIGHTING, BACK RACK, BRACKET STROBE, LIGHT BRACKETS CITY OF MOUND 06/22/17 12:19 PM Page 2 Payments Current Period: June 2017 Cash Payment E 601-49400-220 Repair/Maint Supply 1/2 DP IMPCT SKT 1-1/8 WATER DEPT $22.05 Invoice 6974-294331 5/16/2017 Transaction Date 6120/2017 Due 0 Wells Fargo 10100 Total $1,624.10 Refer _ 11 CARQUES T OF NAVARRE (PAN) Ck# 053914 6/21/2017 Cash Payment E 602-49450-220 Repair/Maint Supply HYDRAULICS TRUCK #107- OIL & FUEL $126.16 FILTERS Invoice 6974-294485 5/18/2017 Cash Payment E 101-43100-220 Repair/Maint Supply BATTERY FOR EMERGENCY EXIT SIGN $92.00 Invoice 6974-294730 5/22/2017 Cash Payment E 101-45200-220 Repair/Maint Supply BACK RACK KIT, CENTER LIGHT MOUNT $151.98 PARKS VEHICLE#317 Invoice 6974-294873 5/23/2017 Cash Payment E 602-49450-220 Repair/Maint Supply BRAKE FLUID #209 SEWER DEPT $6.15 Invoice 6974-295002 5/25/2017 Cash Payment E 601-49400-220 Repair/Maint Supply COOLANT LUBE FOR WELL #3 GENERATOR $77.55 Invoice 6974-295038 5/25/2017 Cash Payment E 101-45200-220 Repair/Maint Supply TOW RECEIVER PINS- PARKS VEHICLE $15.27 Invoice 6974-295283 5/30/2017 Cash Payment E 101-45200-220 Repair/Maint Supply LAMP PARKS TRAILER $18.00 Invoice 6974-295369 5/31/2017 Cash Payment E 101-45200-220 Repair/Maint Supply TO COME- EMAILED $83.74 Invoice 6974-293769 5/10/2017 Cash Payment E 101-45200-220 Repair/Maint Supply TO COME- EMAILED $105.18 Invoice 6974-293797 5/10/2017 Cash Payment E 101-45200-220 Repair/Maint Supply TO COME- EMAILED $31.92 Invoice 6974-295283 5/30/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $707.95 Refer 3 MINNESOTA DEPT OF HEALTH Ck# 053915 6/21/2017 Cash Payment E 601-49400-438 Licenses and Taxes WATER SUPPLY SYSTEM OPERATOR $23.00 RENEWAL CLASS D LICENSE- L. GIESE Invoice 061617 6/16/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $23.00 Refer _ 2 TRUE VALUE HWS_ Ck# 053916 6/21/2017 Cash Payment E 609-49750-210 Operating Supplies GE 32W 4" FLUORESCENT TUBE BULBS- 3 $13.82 QTY HWS Invoice 143663 5/17/2017 Cash Payment E 609-49750-210 Operating Supplies Invoice 143698 5/18/2017 Cash Payment E 609-49750-210 Operating Supplies Invoice 143737 5/19/2017 DUPLICATE KEYS- STAFF @ HWS WET MOP HEAD, ELECTRICIANS TAPE, CLEANER, TOILET BOWL CLEANER- HWS $4.25 $34.10 Transaction Date 6/16/2017 Due 0 Wells Fargo 10100 Total $52.17 Refer 1 TRUE VALUE MOUND (FIRE) Ck# 053917 6/21/2017 Cash Payment E 222-42260-322 Postage FED EX SHIPPING CHARGE- EQUIP MTCE- $18.56 FIRE DEPT Invoice 143156 5/1/2017 Transaction Date 6/16/2017 Due 0 Wells Fargo 10100 Total $18.56 Refer 4 TRUEVALUE, MOUND (PW PKS) Ck#0539'P a»" 10017 - ------ ---- -1629-- CITY OF !? F Payments Current Period: June 2017 06/22/17 12:19 PM Page 3 Cash Payment E 101-43100-220 Repair/Maint Supply SCREWS, NUTS, BOLTS $2.41 Invoice 143152 5/1/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Cash Payment E 602-49450-220 Repair/Maint Supply 3 PK 10W STIK LED BULBS, TRASH BAGS, $35.06 Invoice 143512 5/12/2017 JET DRY RINSE, CLEANER PUB WKS SHOP E 101-45200-220 Repair/Maint Supply Invoice 143154 5/1/2017 Project 17-3 E 601-49400-220 Repair/Maint Supply Cash Payment E 101-45200-210 Operating Supplies DUPLICATE KEYS $5.97 Invoice 143235 5/3/2017 Cash Payment E 101-45200-210 Operating Supplies SIMPLE GREEN CLEANER, TRASH BAGS- $20.68 PARKS Invoice 143241 5/3/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Invoice 143243 5/3/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143246 5/3/2017 Cash Payment E 601-49400-220 Repair/Maint Supply Invoice 143269 5/4/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Invoice 143450 5/10/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143512 5/12/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143529 5/12/2017 Cash Payment E 601-49400-220 Repair/Maint Supply Invoice 143652 5/16/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Invoice 143611 5/15/2017 Cash Payment E 101-45200-210 Operating Supplies Invoice 143665 5/17/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143668 5/17/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143711 5/18/2017 Cash Payment E 601-49400-220 Repair/Maint Supply Invoice 143736 5/19/2017 Cash Payment E 601-49400-220 Repair/Maint Supply Invoice 143744 5/19/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143783 5/22/2017 Cash Payment E 101-43100-220 Repair/Maint Supply Invoice 143786 5/22/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143810 5/23/2017 Cash Payment E 602-49450-220 Repair/Maint Supply Invoice 143811 5/23/2017 BLACK LIQUID ELEC TAPE, UNIVERSAL PIN $40.91 PADLOCK Project 17-3 DECK STAIN & BRUSHES FOR PICNIC $55.06 TABLES BRACE FOR WELL #8 GENERATOR $8.26 FITTINGS, CONDUIT, GRAY PVC $17.95 Project 17-3 6 IN MIL BSTD FILE TOOL FOR PARK SHOP $6,29 2" DWV MPT PLUG $2.06 SEALANT, ANTI SEIZE COMPOUND, TEFLON $20.67 PASTE SCREWS, NUTS, BOLTS $2.70 Project 17-3 TOILET BOWL RING REMOVER, WEBER 12" $18.88 T- BRUSH GRILL CLEANER SHOP IRRIGATION - GAS CYLINDER, POLY $17.14 COUPLING, CLR REIN HOSE, SEAL TAPE, SS CLAMP, ADAPTER BUSHING, ADAPTER, CONNECTOR, SUMP $117.76 PUMP, SCREWS, NUTS, BOLTS DURA 2 PK 9V ALK BATTERY $6,99 DUPLICATE KEYS $9.95 SNAP LINKS FOR SWIM BOUYS $48.31 3 LB SUN SHADE SEED $11.69 VALVE -PARKS $7.64 SCREWS, NUTS, BOLTS $4.82 Project 17-3 -1630- Current Period: June 2017 06/22/17 12:19 PM Page 4 Cash Payment E 101-45200-220 Repair/Maint Supply PROPANE TORCH KIT, MINI CLAMPS $38.46 Invoice 143827 5/23/2017 601 WATER FUND $181.06 Cash Payment E 281-45210-210 Operating Supplies DUPLICATE KEYS FOR DOCK PROGRAM $39.80 Invoice 143848 5/24/2017 101 GENERAL FUND $2,718.79 Cash Payment E 602-49450-220 Repair/Maint Supply 4PK D ALK BATTERY- PUB WKS $13.98 Invoice 143884 5/25/2017 Project 17-3 Cash Payment E 101-45200-220 Repair/Maint Supply FENCE POST- SURFSIDE PARK, POP-UP $20.48 Invoice 143903 5/25/2017 . WEED CONTAINER Invoice 143918 5/26/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 143933 5/26/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 144011 5/30/2017 Cash Payment E 101-45200-220 Repair/Maint Supply Invoice 144043 5/31/2017 GRAFFITI REMOVER SPRAY- SURFSIDE $8.99 PARK RED SPRAY PAINT- SORBO PARK $19.76 WIPES, PRIMER/SEALER, CLEANER WHT $125.51 SPRAY ENAMEL, WHT SOLID BASE SCRAPER, TRAY SET- SKATE PARK Cash Payment E 101-45200-220 Repair/Maint Supply GRIND WHEEL- PARKS $6,28 Invoice 143456 5/10/2017 601 WATER FUND $181.06 Cash Payment E 101-45200-210 Operating Supplies 2 CYC OIL, MOTOR TUNE UP $30.11 Invoice 143854 5/24/2017 101 GENERAL FUND $2,718.79 Cash Payment E 101-45200-220 Repair/Maint Supply GAL WHT SOLID BASE, 7" PAD PAINTER $81.12 Invoice 144066 5/31/2017 Cash Payment E 602-49450-220 Repair/Maint Supply FLAP DISCS, LYSOL WIPES- PUB WKS $23,82 Invoice 143903 5/25/2017 Project 17-3 Cash Payment E 601-49400-220 Repair/Maint Supply WET/DRY CART FILTER $12.59 Invoice 144065 5/31/2017 Transaction Date 6/20/2017 Due 0 Wells Fargo 10100 Total $882.10 Fund Summary Pre -Written Checks $9,251.73 Checks to be Generated by the Computer $0.00 Total $9,251.73 -1631- 10100 Wells Fargo 609 MUNICIPAL LIQUOR FUND $5,542.80 602 SEWER FUND $685.76 601 WATER FUND $181.06 285 MOUND NRA $11.74 281 COMMONS DOCKS FUND $39.80 222 AREA FIRE SERVICES $71.78 101 GENERAL FUND $2,718.79 $9,251.73 Pre -Written Checks $9,251.73 Checks to be Generated by the Computer $0.00 Total $9,251.73 -1631- 7 Current Period: June 2017 Batch Name PARKCON2017 User Dollar Amt $138,913.28 Payments Computer Dollar Amt $138,913.28 Refer 1 PARK CONSTRUCTION COMPANY Cash Payment E 401-43117-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43137-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43147-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43110-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43137-500 Capital Outlay FA $0.00 In Balance 06/15/17 10:48 AM Page 1 PAY REQ #1 2017 STREET IMPROV PROD - $15,311.06 BARTLETT-PW 17-01 LYNWOOD BLVD - WORK COMPLETED MAY 2017 Project PW1701 PAY REQ #12017 STREET IMPROV PROJ - $21,731.82 PW 17-02 WILSHIRE/MAYWOOD/HIDDEN VALE -WORK COMPLETED MAY 2017 Project PW1702 PAY REQ #1 2017 STREET IMPROV PROJ - $94,326.05 PW 17-03 TUXEDO BLVD PHASE III -WORK COMPLETED MAY 2017 Project PW1703 PAY REQ #1 2017 STREET IMPROV PROJ - $2,579.09 PW 17-04 RETAINING WALL REPLACE - WORK COMPLETED MAY 2017 Project PW1704 PAY REQ #1 2017 STREET IMPROV PROJ - $4,965.26 PW 17-02 WILSHIRE- MISC-WORK COMPLETED MAY 2017 Invoice 061317 5/31/2017 Project PW1702 Transaction Date 6/15/2017 Wells Fargo 10100 Total $138,913.28 Fund Summary 10100 Wells Fargo 401 GENERAL CAPITAL PROJECTS $138,913.28 $138,913.28 Pre -Written Checks $0.00 Checks to be Generated by the Computer $138,913.28 Total $138,913.28 -1632- Current Period: June 2017 Batch Name PAY#7RYAN-16 User Dollar Amt $10,302.28 Payments Computer Dollar Amt $10,302.28 Refer 7 RYAN CONTRACTING COMPANY Cash Payment E 401-43116-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43136-500 Capital Outlay FA Invoice 061317 5/31/2017 Cash Payment E 401-43146-500 Capital Outlay FA $0.00 In Balance 06/15/17 9:09 AM Page 1 PAY REQUEST #6 2016 STREET IMPROV $228.00 PROJ -PW 16-01 BARTLETT BLVD- WORK COMPLETED MARCH 21 THRU MAY 31 2017 Project PW1601 PAY REQUEST #7 2016 STREET IMPROV $3,508.82 PROJ -PW 16-02 TUXEDO BLVD- WORK COMPLETED MARCH 21 THRU MAY 31 2017 Project PW1602 PAY REQUEST #7 2016 STREET IMPROV $6,582.08 PROD -PW 16-03 CYPRESS/MAYWOOD- WORK COMPLETED MARCH 21 THRU MAY 31 2017 Invoice 061317 5/31/2017 Project PW1603 Cash Payment E 401-43110-500 Capital Outlay FA PAY REQUEST #7 2016 RETAINING WALL -$16.62 IMPROV PROD -PW 16-04 WORK COMPLETED MARCH 21 THRU MAY 31 2017 Invoice 061317 5/31/2017 Project PW1604 Transaction Date 6/15/2017 Wells Fargo 10100 Total $10,302.28 Fund Summary 10100 Wells Fargo 401 GENERAL CAPITAL PROJECTS $10,302.28 $10,302.28 Pre -Written Checks $0.00 Checks to be Generated by the Computer $10,302.28 Total $10,302.28 -1633- CITY OF MOUND 06/22/17 11:33 AM Page 1 Payments Invoice 062317 6/19/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $5,000.00 Refer 52 GMH ASPHALT Cash Payment E 101-43100-224 Street Maint Materials STREET MATERIALS- VARIOUS BIT $1,302.09 PATCHING STREET, CURBSTOP & DRIVEWAY PATCHING Invoice 550-2 5/24/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,302.09 Refer 53 KOTTMANN, KRAIG Cash Payment E 401-43116-300 Professional Srvs REIMB SPRINKLER SYSTEM REPAIR @ 4841 $299.95 BARTLETT BLVD- K. KOTTMAN- 2016 STREET IMPROV PROJ PW 16-01 Invoice 062317 6/20/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $299.95 Refer54 - - -- WS & D PERMIT SERVICE, INC. _ Cash Payment R 101-42000-32210 Building Permits REFUND BLDG PERMIT #2017-00522 1566 $60.00 EAGLE LN- WS & D PERMIT SVC -JOB CANCELLED Invoice 0623617 6/19/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $60.00 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $6,362.09 401 GENERAL CAPITAL PROJECTS $299.95 $6,662.04 Pre -Written Checks $0.00 Checks to be Generated by the Computer $6,662.04 Total $6,662.04 -1634- CITY OF MOUND 06/22/17 12:06 PM Page 1 Payments Current Period: June 2017 Batch Name 062717CITY User Dollar Amt $933,458.91 $31.75 Invoice 17447123 Payments Computer Dollar Amt $933,458.91 Transaction Date 6/20/2017 $0.00 In Balance $31.75 Refer 48 AN_COM COMMUNICATIONS Cash Payment E 222-42260-325 Pagers -Fire Dept. APX TRAVEL CHARGER, 5 REMOTE MICS $1,328.83 Invoice 062717 6/9/2017 W/ EAR JACKS, VEHICLE CHARGER, 3 Cash Payment E 222-42260-383 Gas Utilities RADIO BATTERIES, FM IMPRESS 2300 LI - $121.29 Invoice 062717 6/9/2017 ION BATTERY- FIRE DEPT Invoice 70229 6/12/2017 PO 24743 GAS SVC 4-19-17 TO 5-19-17 $271.44 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,328.83 Refer _ 1 ASPEN_ EQUIPMENT E 101-41910-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 Cash Payment _ E 602-49450-220 Repair/Maint Supply POWER CONNECTOR & CABLE ASSEMBLY- $336.00 Cash Payment SEWER DEPT #202 GAS SVC 4-19-17 TO 5-19-17 Invoice 10177237 5/26/2017 Invoice 062717 6/9/2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $336.00 Refer 2 BERRY COFFEE COMPANY Invoice 062717 6/9/2017 Cash Payment E 222-42260-430 Miscellaneous RENTAL & MTCE- COFFEE MACHINE 6-1-17 $72.00 GAS SVC 4-19-17 TO 5-19-17 DEPOT BLDG $79.54 THRU 8-31-17 FIRE DEPT 6/9/2017 Invoice 468351 6/1/2017 Transaction Date 6/20/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $72.00 Refer 3 CANON FINANCIAL SERVICES, IN Cash Payment E 222-42260-202 Duplicating and copying JUNE 2017- COPIER RENTAL- FIRE DEPT $31.75 Invoice 17447123 6/12/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $31.75 Refer A 4 CENTERPOINT ENERGY (MINNEG Cash Payment E 101-41930-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $121.28 Invoice 062717 6/9/2017 Cash Payment E 222-42260-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $121.29 Invoice 062717 6/9/2017 Cash Payment E 101-45200-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $271.44 Invoice 062717 6/9/2017 Cash Payment E 101-41910-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $362.80 Invoice 062717 6/9/2017 Cash Payment E 602-49450-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $256.71 Invoice 062717 6/9/2017 Project 17-3 Cash Payment E 609-49750-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 $54.87 Invoice 062717 6/9/2017 Cash Payment E 101-45200-383 Gas Utilities GAS SVC 4-19-17 TO 5-19-17 DEPOT BLDG $79.54 Invoice 062717 6/9/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,267.93 Refer 5 DIAMOND VOGEL PAINTS Cash Payment E 101-43100-226 Sign Repair Materials WHITE PAINT- 15 QTY 5 GAL $1,158.00 Invoice 802174263 5/16/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,158.00 Refer 6 EHLERS AND ASSOCIATES, INC. -1635- CITY OF MOUND 06/22/17 12:06 PM Page 2 Payments Current Period: June 2017 Cash Payment G 101-23371 TRIDENT HOUSING TIF ES HARRISON BAY SENIOR HOUSING TIF $2,792.50 CONSULTING HOURLY CHARGES ADVISORY SVCS- MAY 2017 Invoice 73783 6/8/2017 Cash Payment G 101-23371 TRIDENT HOUSING TIF ES Invoice 73713 6/8/2017 HARRISON BAY SENIOR HOUSING TIF $5,000.00 SECOND HALF OF FEE AFTER PUBLIC HEARING Transaction Date 6/20/2017 Wells Fargo 10100 Total $7,792.50 Refer 7 ELECTRIC PUMP, INC Cash Payment E 602-49450-404 Machinery/Equip Repairs SVC CALL TO INSTALL 2 WEAR RINGS ON $479.00 SEWER PUMPS Invoice 0060431 5/26/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $479.00 Refer 8_ E_ME_R_G_ENCYAUT_O_MOTIVE TECH Cash Payment E 602-49450-404 Machinery/Equip Repairs CODE 3 BULB 27 WATT BI -PIN FOR $98.10 ARROWSTICK- SEWER TRUCK #105 REPAIR Invoice wc052517-2 6/6/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $98.10 Refer 9 FINANCE AND COMMERCE Cash Payment E 602-49450-500 Capital Outlay FA ADV FOR BIDS 2017 LIFT STATION IMPROV $205.02 PROD PW 17-05 Invoice 743316732 6/12/2017 Project PW1705 Transaction Date 6/20/2017 Wells Fargo 10100 Total $205.02 Refer 10 FIRE EQUIPMENT SPECIALTIES, I Cash Payment E 222-42260-219 Safety supplies 6- CUSTOM 6" LEATHER HELMET FRONTS $554.97 & HELMET W/ EYESHIELD- FIREMEN Invoice 9694 6/2/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $554.97 Refer 12 FIRE SAFETY EDUCATION Cash Payment E 222-42260-217 Fire Prevention Supplies CHILDRENS FIRE HATS- RED, BLACK & $1,030.00 YELLOW, FIRE TRADING CARDS, STICKERS MFD BADGE STICKERS, LOLLIPOPS Invoice 253165 6/12/2017 PO 24741 Transaction Date 6/21/2017 Wells Fargo 10100 Total $1,030.00 Refer 13 FIRE SAFETY USA, INCORPORATE Cash Payment E 222-42260-525 Other Capital Improveme 2 FIRECOM WIRELESS BASE STATIONS, 2 $9,190.00 DIGITAL INTERCOMS, RADIO, CABLE HARNESS, 4 HEADSETS & HANGER HOOKS - FIRE DEPT Invoice 99455 4/18/2017 Cash Payment E 222-42260409 Other Equipment Repair 2003 SALISBURY FIRE ENGINE #29 - SVC & $1,179.32 REPAIR- CHECK FOR TRANSFER CASE LEAKS Invoice 101202 5/17/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $10,369.32 Refer 11 FIREHOUSE MAG_A_ZINE _ Cash Payment __ E 222-42260-433 Dues and Subscriptions FIREHOUSE MAGAZINE 1 YR 2017 $29.95 SUBSCRIPTION Invoice 062717 6/21/2017 -1636- CITY OF MOUND 06/22/1712:06 PM Page 3 Payments Current Period: June 2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $29,98 Refer 14 HAWKINS, INCORPORATED Cash Payment E 601-49400-227 Chemicals 150 LB CHLORINE CYLINDERS & BULK $2,053.13 HUDROFLUOSIUCIC ACID Invoice 4087587 6/2/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $2,053.13 Refer 15 HD SUPPLY WATERWORKS, LTD Cash Payment E 602-49450-210 Operating Supplies COUPLING- SEWER DEPT $39.52 Invoice H313168 6/8/2017 Cash Payment E 601-49400-210 Operating Supplies WATER METERS- WIRED W/ LEAK DETECT- $680.00 8 QTY Invoice H293074 6/6/2017 Cash Payment E 601-49400-210 Operating Supplies WATER METERS- 3/4" - QTY 8 $998,88 Invoice H300410 6/7/2017 Cash Payment E 601-49400-210 Operating Supplies WATER METER PARTS- 8 CURB BOX $373.42 SPEEDY SLEEVE W/ SNAPIN CAP Invoice H250578 5/31/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $2,091.82 Refer 16 HEALTH PARTNERS CLINICS Cash Payment E 281-45210-305 Medical Services PRE-EMPLOYMENT PHYSICAL EXAM- M. $100.00 MILLER Invoice 900033012 6/1/2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $100.00 Refer 17 HECKSEL_MA_CHINE SHOP, INC. Cash Payment E 602-49450-220 Repair/Maint Supply MISC STEEL $20.00 Invoice 102354 6/6/2017 Cash Payment E 602-49450-404 Machinery/Equip Repairs SHOP SERVICE- SEWER $45.00 Invoice 102354 6/6/2017 Transaction Date 5/17/2016 Wells Fargo 10100 Total $65.00 Refer 18 HENNEPIN COUNTY INFORMATIO Cash Payment E 602-49450-321 Telephone, Cells, & Radi PW RADIO LEASE & ADMINISTRATION FEE - $152.48 MAY 2017 Invoice 1000094956 6/2/2017 Project 17-3 Cash Payment E 222-42260-321 Telephone, Cells, & Radi FIRE DEPT RADIO LEASE & $1,161.55 ADMINISTRATION FEE - MAY 2017 Invoice 1000094890 6/2/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,314.03 Refer 19 HOME DEPOT CREDIT (FIRE) _ Cash Payment G 222-22801 Deposits/Escrow MFD FISH FRY BAR- PLYWOOD, LUMBER, $445.96 CABLE TIES, SHOPLIGHTS & BULBS, PICTURE HANGING STRIPS, COUPLING, VINYL TUBE Invoice 30215 6/2/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $445.96 Refer _ 20 HOME DEPOTIGECF (P/WI _ Cash Payment E 101-43100-220 Repair/Maint Supply SALT SHED - PVC CEMENT, PURPLE $116.94 PRIMER, ELBOWS, 1 1/2 SCHEDULE 80 X 10 FT & 40 X 10 FT 15 QTY TOTAL Invoice 14835 6/2/2017 -1637- CITY OF MOUND 06/22/17 12:06 PM Page 4 Payments Current Period: June 2017 Cash Payment E 101-43100-220 Repair/Maint Supply SALT SHED - PVC CEMENT, PURPLE $11.60 PRIMER, ELBOWS, 1 112 SCHEDULE 40 X 10 FT 2 QTY Invoice 7010078 6/5/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $128.54 Refer _ 21 LEAGUE MN CITIES INSURANCE T Cash Payment E 101-42110-361 General Liability Ins DEDUCTIBLE - CLAIM #C0028937- 2003 $1,000.00 UNLAWFUL ACCESS TO PRIVATE DATA Invoice 2704 6/15/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,000.00 Refer 22 LOFFLER COMPANIES, INCORPOR Cash Payment E 101-41930-202 Duplicating and copying COPY ROOM KONICA C652 - COLOR $93.80 OVERAGE - 5-14-17 THRU 6-13-17 Invoice 2537826 6/2/2017 Cash Payment E 101-41930-202 Duplicating and copying COPY ROOM KONICA C652 - B & W $195.90 OVERAGE - 5-14-17 THRU 6-13-17 Invoice 2537826 6/2/2017 Cash Payment E 602-49450-202 Duplicating and copying KONICA MINOLTA B200 PW COPIER $2.59 OVERAGE CHG 5-10-17 THRU 6-09-17 Invoice 2537825 6/2/2017 Project 17-3 Transaction Date 6/20/2017 Wells Fargo 10100 Total $292.29 Refer 23 MAAS, JASON Cash Payment E 222-42260-434 Conference & Training REIMS- REGISTRATION, FUEL, TOLLWAY $212.74 FEES, PARKING, LODGING, MEALS- FIRE DEPT INSTRUCTOR'S CONFERENCE- INDIANAPOLIS- J. MAAS 4/23 - 4/28/17 Invoice 062717 6/20/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $212.74 Refer 24 MADDEN, GALANTER, HANSON, L Cash Payment E 101-49999-300 Professional Srvs LABOR RELATIONS SERVICES - MAY 2017 $361.40 Invoice 062717 6/7/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $361.40 Refer 25 MEDIACOM Cash Payment E 101-42110-321 Telephone, Cells, & Radi ORONO PD INTERNET SVC 46-16-17 THRU 7- $95.90 15-17 Invoice 012017062717 6/6/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $95,90 Refer 26 MIDWEST SERVICES Cash Payment Invoice 1502 Cash Payment Invoice 1502 E 602-49450-440 Other Contractual Servic MECHANIC SVCS- MAY 2017 -REBUILD RADIATOR ON WELL #8, #304- INSTALL MUFFLER CLAMPS, DRAIN AIR TANKS, CHANGE OLDFUEL ON PARKS PRESSURE WASHER 6/9/2017 Project 17-5 E 602-49450-440 Other Contractual Servic MECHANIC SVCS- MAY 2017- MOUNT PARKS PRESSURE ONTO TRAILER, REPLACE OIL, FILTER BATTERY- CHECK #109, ORDER PARTS FOR #202 AUTO CRANE, ORDER FILTERS FOR GENERATORS 6/9/2017 Project 17-5 $680.00 $425.00 CITY OF MOUND 06/22/17 12:06 PM Payments Page 5 Current Period: June 2017 Cash Payment E 602-49450-440 Other Contractual Servic MECHANIC SVCS- MAY 2017 RESTART UP $701.25 SHOP GENERATOR AFTER POWER OUTAGE, #107 & #704 CHANGE OIL & FILTERS, CHECK COOLANT LEAK @ LAKEWOOD GENERATOR Invoice 1502 6/9/2017 Project 17-5 Cash Payment E 602-49450-440 Other Contractual Servic MECHANIC SVCS- MAY 2017-#209 REPAIR $680.00 BRAKE FLUID LEAK- ARBOR LN SDMO GENERATOR & WELL #3 GENERATOR SVC, Invoice 1502 6/9/2017 Project 17-5 Transaction Date 6/20/2017 Wells Fargo 10100 Total $2,486.25 Refer 27 MINNESOTA BUSINESS ENTERPRI Cash Payment E 101-43100-224 Street Maint Materials DUMP 10 CUBIC YDS OF ROAD MATERIALS $35.00 6-5-17 Invoice 39916 6/9/2017 Cash Payment E 101-43100-224 Street Maint Materials Invoice 39916 6/9/2017 Cash Payment E 101-43100-224 Street Maint Materials Invoice 39797 5/30/2017 DUMP 1 LOAD OF ROAD MATERIALS - CONCRETE BLACKTOP ASPHALT 6-6-17 DUMP 24 CUBIC YDS OF ROAD MATERIALS 5-10-17 $50.00 $84.00 Transaction Date 6/20/2017 Wells Fargo 10100 Total $169.00 Refer 51 MINNESOTA VALLEY TESTING LA Cash Payment E 601-49400-470 Water Samples MONTHLY CHLORINE REPORT & COLIFORM $90.00 WATER TESTS -10 Invoice 869496 6/20/2017 Transaction Date 5/3/2017 Wells Fargo 10100 Total $90.00 Refer 52 MN CLEAN SERVICES, 1NC. Cash Payment E 101-41930-460 Janitorial Services JANITORIAL SVC- JUNE 2017-- CITY HALL $474.80 Invoice 0717z01 7/1/2017 Cash Payment E 222-42260-460 Janitorial Services JANITORIAL SVC- JUNE 2017-- FIRE DEPT $245.20 Invoice 0717z01 7/1/2017 Cash Payment E 101-41910-460 Janitorial Services JANITORIAL SVC- JUNE 2017-- CENTENNIAL $426.93 BLDG Invoice 0717z01 7/1/2017 Cash Payment E 602-49450-460 Janitorial Services JANITORIAL SVC- JUNE 2017-- PUBLIC $163.47 WORKS BLDG Invoice 0717z01 7/1/2017 Project 17-3 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,310.40 Refer _ 28 MOUND FIRE RELIEF ASSOCIATIO Cash Payment E 222-42260-124 Fire Pens Contrib JUNE 2017 - FIRE RELIEF PENSION $10,750.00 CONTRIBUTION Invoice 062717 6/1/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $10,750.00 Refer 29 MUELLER, WILLIAM AND SONS Cash Payment E 101-45200-232 Landscape Material CONCRETE SAND -PARKS LANDSCAPE $794,49 MATERIAL 59.07 TON Invoice 223877 5/25/2017 Cash Payment E 101-43100-224 Street Maint Materials SIZE A BLACK DIRT 2 TONS $114.00 Invoice 223876 5/25/2017 -1639- CITY OF MOUND 06/22/17 12:06 PM Page 6 Payments Invoice 935688761001 6/14/2017 Cash Payment E 222-42260-219 Safety supplies AA ALKALINE BATTERIES- FIRE DEPT $12.86 Invoice 935688761001 6/14/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $123.60 Refer _ _ 33 OFFICE DEPOT_ _ Cash Payment E 101-41930-200 Office Supplies PENS, POST IT NOTE PADS, WRITING $76.36 PADS, BADGE CLIPS, JUMPER PAPER CLIPS- CITY HALL Invoice 932462841001 6/1/2017 PO 24817 Current Period: June 2017 Cash Payment E 101-43100-224 Street Maint Materials SIZE A BLACK DIRT 4.01 TONS $228.57 Invoice 223579 5/17/2017 Invoice 931593672001 5/30/2017 PO 23485 Cash Payment E 101-43100-224 Street Maint Materials SIZE A BLACK DIRT 3 TONS $171.00 Invoice 223995 5/30/2017 Cash Payment E 101-41600-450 Board of Prisoners Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,308.06 Refer 30 NELSON ELECTRIC MOTOR REPAI Invoice 20140938 6/12/2017 Cash Payment E 602-49450-440 Other Contractual Servic IMPELLAR REPAIR SHOREWOOD LIFT $625.00 $852,695.00 STATION- PUMP #1- REPLACE BALL CHECK Invoice 20140948 6/19/2017 VALVES BALLS Transaction Date 6/20/2017 Invoice 8135 6/7/2017 Refer 53 RAYS SERVICES__ Transaction Date 6/20/2017 Wells Fargo 10100 Total $625.00 Refer 32 NORTHLAND EXCAVATING, LLC TWIN PEAKS Cash Payment E 101-43100-440 Other Contractual Servic INSTALL 5 BOLLARDS ON SHORELINE BLVD $1,725.00 -1640- 5-22-17- INSURANCE CLAIM Invoice 062717 6/16/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,725.00 Refer 34 OFFICE DEPOT (FIRE) Cash Payment E 222-42260-200 Office Supplies SHARPIE MARKERS, LAMINATING $15.38 POUCHES- FIRE DEPT Invoice 934364984001 6/8/2017 Cash Payment E 222-42260-219 Safety supplies AA ALKALINE BATTERIES- FIRE DEPT $38.58 Invoice 934364984001 6/8/2017 Cash Payment E 222-42260-200 Office Supplies COPY PAPER, LAMINATING POUCHES, $56.78 PAPER CLIPS- FIRE DEPT Invoice 935688761001 6/14/2017 Cash Payment E 222-42260-219 Safety supplies AA ALKALINE BATTERIES- FIRE DEPT $12.86 Invoice 935688761001 6/14/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $123.60 Refer _ _ 33 OFFICE DEPOT_ _ Cash Payment E 101-41930-200 Office Supplies PENS, POST IT NOTE PADS, WRITING $76.36 PADS, BADGE CLIPS, JUMPER PAPER CLIPS- CITY HALL Invoice 932462841001 6/1/2017 PO 24817 Cash Payment E 609-49750-200 Office Supplies TONER TRI -PACK, TONER BLACK, $469.88 LAMINATING POUCHES- HWS Invoice 931593672001 5/30/2017 PO 23485 Transaction Date 6/20/2017 Wells Fargo 10100 Total $546.24 Refer _ 35 ORONO, CITY Cash Payment E 101-41600-450 Board of Prisoners HENNEP CTY JAIL CHARGES- PER DIEM $634.20 FEES MAY 2017 Invoice 20140938 6/12/2017 Cash Payment E 101-42110-440 Other Contractual Servic 2ND HALF 2017 CONTRACTED POLICE $852,695.00 SERVICE Invoice 20140948 6/19/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $853,329.20 Refer 53 RAYS SERVICES__ Cash Payment E 101-45200-533 Tree Removal TREE REMOVAL, CUT, HAUL, GRIND @ $2,000.00 TWIN PEAKS Invoice 062717 6/19/2017 -1640- CITY F MOUND 06/22/17 12:06 PM Page 7 Payments Current Period: June 2017 Cash Payment E 101-45200-533 Tree Removal TREE REMOVAL, CUT, HAUL, GRIND @ $800.00 40 SUN PATRIOT NEWSPAPER -CITY SURFSIDE PARK Cash Payment Invoice 062717 6/19/2017 $185.04 Transaction Date 6/22/2017 Wells Fargo 10100 Total $2,800.00 Refer _ _ 36 SAFELITE AUTO GLASS PUBLISHED 6-10-17 Cash Payment E 602-49450-404 Machinery/Equip Repairs REPAIR BACK WINDOW 2014 FORD F150 $206.59 Transaction Date 6/20/2017 SEWER TRUCK $185.04 Invoice 05149-176810 5/26/2017 41 UHL COMPANY Transaction Date 6/20/2017 Wells Fargo 10100 Total $206.59 Refer 37 STAHL, GLENDA Cash Payment E 401-43116-300 Professional Srvs REIMBURSE TEMACA IRRIGATION SPRAY $625.89 HEADS- SYSTEM REPAIR- @ 2390 AVON E 101-41930-400 Repairs & Maintenance HVAC FILTERS- PUBLIC SAFETY BLDG- $103.81 DRIVE DUE TO DAMAGE 2016 STREET FIRE DEPT/CITY HALL IMPROV PROJ PW 16-01- G. STAHL 6/1/2017 Invoice 062717 6/16/2017 Project PW1601 6/20/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $625.89 Refer 38 STUFF -IT MOVING & STORAGE Cash Payment E 101-43100-220 Repair/Maint Supply Cash Payment E 101-49999-430 Miscellaneous 20' CONTAINER RENTAL 6-20-17 THRU 7-19- $189.00 STREETS 17 @ 6077 ASPEN RD - ABATEMENT Invoice 202741 6/20/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $189.00 Refer 39 SUN NEWSPAPERS -HWS ACCT. Cash Payment E 609-49750-328 Employment Advertising HELP WANTED -PT SALESCLERK AD 6-17- $50.00 17- HWS Invoice 503157 6/18/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total T $50.00 Refer 40 SUN PATRIOT NEWSPAPER -CITY Cash Payment E 602-49450-500 Capital Outlay FA LEGAL NTCE- ADV FOR BIDS- 2017 LIFT $185.04 STATION IMPROV PROJ PW 17-05 PUBLISHED 6-10-17 Invoice 499126 6/10/2017 Project PW 1705 Transaction Date 6/20/2017 Wells Fargo 10100 Total $185.04 Refer _ _ 41 UHL COMPANY Cash Payment _ E 222-42260-402 Building Maintenance HVAC FILTERS- PUBLIC SAFETY BLDG- $103.80 FIRE DEPT/CITY HALL Invoice 51672 6/1/2017 Cash Payment E 101-41930-400 Repairs & Maintenance HVAC FILTERS- PUBLIC SAFETY BLDG- $103.81 FIRE DEPT/CITY HALL Invoice 51672 6/1/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $207.61 Refer _ 42 ULINE Cash Payment E 101-43100-220 Repair/Maint Supply 2" X 10 YD BLK/WHT REFLECTIVE TAPE- $118.15 STREETS Invoice 87428095 5/31/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $118.15 Refer_ 43 UNITED FARMERS COOPERATIVE Cash Payment E 101-45200-404 Machinery/Equip Repairs Z -TURN MOWER REPAIR $587.70 Invoice 848046 6/5/2017 -1641- Payments Current Period: June 2017 06/22/17 12:06 PM Page 8 Cash Payment E 602-49450-220 Repair/Maint Supply GRASS SEED, CALCIUM CHLORIDE, $159.64 KILLZALL CONCENTRATE, AIR CIRCULATOR- IRRIGATION Invoice 847762 6/2/2017 Cash Payment E 602-49450-220 Repair/Maint Supply SCRATCHER BLADE, CROSSFIRE 3 LB $56.94 Invoice 844583 5/10/2017 Project 17-3 Cash Payment E 101-45200-220 Repair/Maint Supply BACKPACK SPRAYER, KILLZALL $209.97 CONCENTRATE -PARKS Invoice 849090 6/14/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $1,014.25 Refer 44 USA BLUEBOOK Cash Payment E 601-49400-210 Operating Supplies VARIABLE MICRO PIPETTOR, POLY TIPS, $104.59 HACH FLUORIDE REAGENT Invoice 276097 6/5/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $104.59 Refer 49 VERIZON WIRELESS Cash Payment E 222-42260-321 Telephone, Cells, & Radi DATACARD SVC FIRE LADDER TRUCK #44 $35.01 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 602-49450-321 Telephone, Cells, & Radi SEWER TRUCK #109 DATACARD SVC 5-11- $35.01 17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 602-49450-321 Telephone, Cells, & Radi PUB WKS SUPV VEHC #113 R. HANSON $35.01 DATACARD SVC 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Project 17-3 Cash Payment E 602-49450-321 Telephone, Cells, & Radi PUB WKS JET PACK LAPTOP AIRCARD SVC $35.01 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Project 17-3 Cash Payment E 101-42400-321 Telephone, Cells, & Radi FIELD OFFICER DATACARD SVC 5-11-17 TO $17,51 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 101-42115-321 Telephone, Cells, & Radi FIELD OFFICER DATACARD SVC 5-11-17 TO $17.50 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 222-42260-321 Telephone, Cells, & Radi DATACARD SVC FIRE UNIT #42 DUTY $35.01 OFFICER 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 222-42260-321 Telephone, Cells, & Radi DATACARD SVC FIRE UNIT #39 FIRE CHIEF $35.01 RESCUE UTILITY 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 222-42260-321 Telephone, Cells, & Radi DATACARD SVC FIRE #43 RESCUE TRUCK 5- $35.01 11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 222-42260-321 Telephone, Cells, & Radi DATACARD SVC FIRE ENGINE #29 5-11-17 $35.01 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 601-49400-321 Telephone, Cells, & Radi WATER TRUCK #315 DATACARD SVC 5-11- $35.01 17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 601-49400-321 Telephone, Cells, & Radi WATER TRUCK #512 R. PRICH DATACARD $35.01 SVC 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 -1642- I Current Period: June 2017 06/22/17 12:06 PM Page 9 Cash Payment E 602-49450-321 Telephone, Cells, & Radi UTILITY LEAD WORKER TABLET- INTERNET $17.51 SVC 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 601-49400-321 Telephone, Cells, & Radi UTILITY LEAD WORKER TABLET- INTERNET $17.50 SVC 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 101-45200-321 Telephone, Cells, & Radi PARKS LEAD WORKER TABLET- HOT SPOT- $35.03 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 101-43100-321 Telephone, Cells, & Radi STREETS LEAD WORKER TABLET- HOT $35.01 SPOT 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 101-43100-321 Telephone, Cells, & Radi STREETS LEAD WORKER TABLET- $35.01 INTERNET SVC- 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 602-49450-321 Telephone, Cells, & Radi PUBLIC WORKS SUPER- RAY HANSON - $35.01 TABLET- INTERNET SVC- 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Project 17-5 Cash Payment E 602-49450-321 Telephone, Cells, & Radi PUBLIC WORKS SUPER- RAY HANSON - $35.07 TABLET- HOT SPOT 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Project 17-5 Cash Payment E 602-49450-321 Telephone, Cells, & Radi UTILITY LEAD WORKER TABLET- HOT $17.50 SPOT- 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 601-49400-321 Telephone, Cells, & Radi UTILITY LEAD WORKER TABLET- HOT $17.51 SPOT- 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Cash Payment E 101-45200-321 Telephone, Cells, & Radi PARKS LEAD WORKER TABLET- INTERNET $35.01 SVC 5-11-17 TO 6-10-17 Invoice 9787272431 6/10/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $665.27 Refer 53 VERIZON WIRELESS Cash Payment E 101-43100-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $147.83 2017 Invoice 9787490327 6/13/2017 Cash Payment E 601-49400-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $116.56 2017 Invoice 9787490327 6/13/2017 Cash Payment E 602-49450-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $215.08 2017 Invoice 9787490327 6/13/2017 Cash Payment E 101-42400-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $38.38 2017 Invoice 9787490327 6/13/2017 Cash Payment E 101-45200-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $93.81 2017 Invoice 9787490327 6/13/2017 Cash Payment E 101-41310-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $55.27 2017 Invoice 9787490327 6/13/2017 Cash Payment E 222-42260-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $101.42 2017 Invoice 9787490327 6/13/2017 -1643- CITY OF MOUND 06/22/17 12:06 PM Page 10 Payments Current Period: June 2017 Cash Payment E 101-42115-321 Telephone, Cells, & Radi CELL PHONE CHARGES 5-14-17 THRU 6-13- $15.64 2017 Invoice 9787490327 6/13/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total i $783.99 Refer 45 WATER CONSERVATION SERVICE Cash Payment E 601-49400-440 Other Contractual Servic LEAK LOCATE @ BARTLETT & AVON 5-23-17 $289.26 Invoice 7657 6/9/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $289.26 Refer 50 XCEL ENERGY Cash Payment E 101-45200-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $233.93 Invoice 550061012 6/13/2017 Cash Payment E 101-45200-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 DEPOT $53.45 BLDG Invoice 550061012 6/13/2017 Cash Payment E 602-49450-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $5,154.49 Invoice 550061012 6/13/2017 Cash Payment E 101-43100-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,539.57 Invoice 550061012 6/13/2017 Cash Payment E 601-49400-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $3,802.02 Invoice 550061012 6/13/2017 Cash Payment E 609-49750-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,628.99 Invoice 550061012 6/13/2017 Cash Payment E 101-41930-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,171.58 Invoice 550061012 6/13/2017 Cash Payment E 222-42260-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,171.58 Invoice 550061012 6/13/2017 Cash Payment E 101-41910-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,159.22 Invoice 550061012 6/13/2017 Cash Payment E 285-46388-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $1,701.51 Invoice 550061012 6/13/2017 Cash Payment E 101-42115-381 Electric Utilities ELECTRIC SVC - 4-25-17 TO 5-25-17 $45.55 Invoice 550061012 6/13/2017 Transaction Date 6/20/2017 Wells Fargo 10100 Total $17,661.89 Refer _ 46 ZARNOTH BRUSH WORKS, /NCOR Cash Payment E 101-43100-220 Repair/Maint Supply ELGIN TYMCO SWEEPER DISPOSABLE $2,748.00 GUTTER BROOMS- 24 QTY Invoice 0165196 5/23/2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $2,748.00 Refer_ 47 ZEE MEDICAL SERVICE _ Cash Payment E 101-45200-210 Operating Supplies PARKS- MEDICAL TRUCK KIT, REFRESH $432.45 EYE DROPS IBUPROFEN 250- CLEANSER TOW ELETTES ' Invoice 54058447 6/13/2017 Transaction Date 6/21/2017 Wells Fargo 10100 Total $432.45 -1644- Payments Current Period: June 2017 Fund Summary Pre -Written Checks $0.00 Checks to be Generated by the Computer $933,458.91 Total $933,458.91 -1645- 06/22/17 12:06 PM Page 11 10100 Wells Fargo 101 GENERAL FUND $881,088.83 222 AREA FIRE SERVICES $28,029.01 281 COMMONS DOCKS FUND $100.00 285 MOUND NRA $1,701.51 401 GENERAL CAPITAL PROJECTS $625.89 601 WATER FUND $8,612.89 602 SEWER FUND $11,097.04 609 MUNICIPAL LIQUOR FUND $2,203.74 $933,458.91 Pre -Written Checks $0.00 Checks to be Generated by the Computer $933,458.91 Total $933,458.91 -1645- 06/22/17 12:06 PM Page 11 t • i 06/22/17 11:32 AM Page 1 Current Period: June 2017 Batch Name 062717HWS User Dollar Amt $142,174.92 Payments Computer Dollar Amt $142,174.92 $0.00 In Balance Refer 2 ARCTIC GLACIER PREMIUM ICE Cash Payment E 609-49750-255 Misc Merchandise For R ICE $180.86 Invoice 1911716009 6/9/2017 Cash Payment E 609-49750-255 Misc Merchandise For R ICE $152.91 Invoice 1928716811 6/17/2017 Transaction Date 6/22/2017 Due 12/31/2014 Wells Fargo 10100 Total $333.77 Refer 1 ARCTIC GLACIER PREMIUM ICE Cash Payment E 609-49750-255 Misc Merchandise For R ICE $207.76 Invoice 1911716108 6/10/2017 Cash Payment E 609-49750-255 Misc Merchandise For R ICE $52.75 Invoice 1911717104 6/20/2017 Cash Payment E 609-49750-255 Misc Merchandise For R ICE $221.68 Invoice 1927716605 6/15/2017 Transaction Date 6/22/2017 Due 12/31/2014 Wells Fargo 10100 Total $482.19 Refer 3 ARTISAN BEER COMPANY Cash Payment E 609-49750-252 Beer For Resale BEER $532.45 Invoice 3184287 6/8/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $231.50 Invoice 3186087 6/15/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $763.95 Refer_ 4 BELLBOY CORPORATION_ Cash Payment E 609-49750-210 Operating Supplies SUPPLIES, BAGS $162.25 Invoice 95980500 6/16/2017 Cash Payment E 609-49750-255 Misc Merchandise For R MDSE- 28 QT COOLER $99.00 Invoice 95980500 6/16/2017 Cash Payment E 609-49750-255 Misc Merchandise For R MDSE CREDIT RETURN- PLASTIC FLASKS -$27.00 Invoice 95947100 6/12/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $234.25 Refer 5 BELLBOY CORPORATION _ Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $168.50 Invoice 59339100 6/16/2017 Cash Payment E 609-49750-265 Freight FREIGHT $2.55 Invoice 59339100 6/16/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $171.05 Refer 6 BELLBOY CORPORATION Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $2,456.75 Invoice 59253900 6/12/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$287.75 Invoice 59211000 6/7/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $2,169.00 Refer __ 8 BERNICKS BEVERAGES AND VEN Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $66.80 Invoice 364658 6/14/2017 -1646- CITY OF MOUND 06/22/17 11:32 AM Page 2 Payments Current Period: June 2017 Cash Payment E 609-49750-252 Beer For Resale BEER $1,603.50 Invoice 364659 6/14/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,670.30 Refer 7 BERNICKS BEVERAGES AND VELA Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $62.40 Invoice 363299 6/7/2017 Invoice 1090725389 6/21/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $878.40 Invoice 363300 6/7/2017 Invoice 1090725390 6/21/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $940.80 Refer 9 BLU SKY PUBLISHING Invoice 1090722191 6/14/2017 Cash Payment E 609-49750-340 Advertising 1/4 PAGE AD JUNE 2017 BALANCE MN $180.00 10100 Total $16,731.45 MAGAZINE Invoice 17176 6/13/2017 Cash Payment E 609-49750-340 Advertising 1/4 PAGE AD JULY 2017 BALANCE MN $180.00 MAGAZINE Invoice 17176 6/13/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $360.00 Refer 10 BREAKTHRU BEVERAGE MN BEE Cash Payment E 609-49750-252 Beer For Resale BEER $83.10 Invoice 1090725381 6/21/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $6,917.10 Invoice 1090725389 6/21/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $449.00 Invoice 1090725390 6/21/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $9,282,25 Invoice 1090722191 6/14/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $16,731.45 Refer _ 11 BREAKTHRU BEVERAGE MN BEE Cash Payment E 609-49750-252 Beer For Resale BEER $48.60 Invoice 1090718981 6/7/2017 Cash Payment E 60949750-252 Beer For Resale BEER $10,553.75 Invoice 1090718930 6/7/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $10,602.35 Refer __ 12 BREAKTHRU BEVERAGE MN WINE Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $143.00 Invoice 1080652062 6/22/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $4,107.18 Invoice 1080652061 6/22/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $3,530.88 Invoice 1080651496 6/21/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $4,014.53 Invoice 1080645717 6/8/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $11,795.59 Refer _ 13 BREAKTHRU BEVERAGE MN WINE Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $55.95 Invoice 1080648747 6/15/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR _1647- $1,573.65 Invoice 1080648746 6/15/2017 CITY OF MOUND 06/22/17 11:32 AM Page 3 Payments Current Period: June 2017 Cash Payment E 609-49750-253 Wine For Resale WINE BEER $948.00 Invoice 1080648184 6/14/2017 6/7/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $75.00 $383.91 Invoice 1080644577 6/6/2017 Cash Payment Cash Payment E 609-49750-253 Wine For Resale WINE $369.00 $784.00 Invoice 1080645114 6/7/2017 Cash Payment Transaction Date 6/22/2017 Wells Fargo 10100 Total $3,745.51 Refer 14 CAPITOL BEVERAGE SALES, L.P. Transaction Date Cash Payment E 609-49750-252 Beer For Resale BEER Total $7,879.18 $8,058.40 Invoice 1910955 6/13/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $237.10 Invoice 1919644 6/20/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $3,884.10 Invoice 1919643 6/20/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $12,179.60 Refer 15 CLEAR RIVER BEVERAGE CO. Cash Payment E 609-49750-252 Beer For Resale BEER $214.00 Invoice 67-2054 6/9/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $214.00 Refer 17 DAHLHEIMER BEVERAGE LLC Cash Payment E 609-49750-252 Beer For Resale BEER $1,447.00 Invoice 1287876 6/20/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,447.00 Refer 16 HOHENSTEINS, INCORPORATED Cash Payment E 609-49750-252 Beer For Resale BEER $1,173.00 Invoice 899184 6/8/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,173.00 Refer 18 JJ TAYLOR. DISTRIBUTING MINN Cash Payment Invoice 2689195 Cash Payment Invoice 2671107 Cash Payment Invoice 2689194 Cash Payment Invoice 2689194 E 609-49750-252 Beer For Resale BEER 6/21/2017 E 609-49750-252 Beer For Resale BEER CREDIT 6/13/2017 E 609-49750-252 Beer For Resale BEER 6/21/2017 E 609-49750-254 Soft Drinks/Mix For Resa MIX 6/21/2017 $5,773.67 -$21.60 $116.80 $120.35 Transaction Date 6/22/2017 Wells Fargo 10100 Total $5,989,22 Refer 19 JJ TAYLOR. DISTRIBUTING MINN Cash Payment E 609-49750-252 Beer For Resale BEER $7,122.53 Invoice 2689102 6/7/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $75.00 Invoice 2689125 6/7/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $369.00 Invoice 2689126 6/7/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $312.65 Invoice 2689103 6/7/2017 Transaction Date 6/22/2017 Wells Far:1648- 10100 Total $7,879.18 CITY OF MOUND 06/22/17 11:32 AM Page 4 Payments Current Period: June 2017 Refer 20 JJ TAYLOR. DISTRIBUTING MINN Cash Payment E 609-49750-265 Freight FREIGHT $3.00 Invoice 2689137 6/14/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $123.00 Invoice 2689137 6/14/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $8,567.45 Invoice 2689148 6/14/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $238.35 Invoice 2689149 6/14/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $286.90 Invoice 2689146 6/9/2017 Cash Payment E 609-49750-265 Freight FREIGHT $3.00 Invoice 2689146 6/9/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $9,221.70 Refer 21 JOHNSON BROTHERS LIQUOR Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $3,146.26 Invoice 5749065 6/14/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $2,056.10 Invoice 5749066 6/14/2017 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$35.80 Invoice 629935 6/8/2017 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$322.50 Invoice 629936 6/8/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $4,844.06 Refer _ 22 JOHNSON BROTHERS LIQUOR Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $49.50 Invoice 5743471 6/7/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $2,519.24 Invoice 5743465 6/7/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $1,245.75 Invoice 5743466 6/7/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $43.98 Invoice 5743467 6/7/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,543.50 Invoice 5743470 6/7/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $824.05 Invoice 5743468 6/7/2017 Cash Payment E 609-49750-252 Beer For Resale BEER $73.80 Invoice 5743469 6/7/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $6,299.82 Refer 23 LUPULIN BREWING COMPANY_ Cash Payment E 609-49750-252 Beer For Resale BEER $162.00 Invoice 1747 6/13/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $162.00 Refer 25 MARLIN S TRUCKING DELIVERY - Cash Payment E 609-49750-265 Freight DELIVERY SVC 6-12-17 $36.25 Invoice 32511 6/12/2017 -1649- Current Period: June 2017 06/22/17 11:32 AM Page 5 Cash Payment E 609-49750-265 Freight Invoice 33232 6/2/2017 Cash Payment E 609-49750-265 Freight Invoice 33239 6/5/2017 Cash Payment E 609-49750-265 Freight Invoice 32504 6/8/2017 DELIVERY SVC 6-02-17 $327.70 DELIVERY SVC 6-05-17 $87.00 DELIVERY SVC 6-08-17 $342.20 Transaction Date 6/22/2017 Wells Fargo 10100 Total $756.90 Refer 26 MOUND MARKETPLACE ASSOC Cash Payment E 609-49750-412 Building Rentals JULY 2017 COMMON AREA MTCE & $685.78 INSURANCE HWS Invoice 062717 7/1/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $685.78 Refer 27 PARLEY LAKE WINERY Cash Payment E 609-49750-253 Wine For Resale WINE $240.00 Invoice 17131 6/15/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $240.00 Refer 29 PAUSTIS AND SONS WINE COMPA Cash Payment E 609-49750-253 Wine For Resale WINE $1,228.00 Invoice 8593086 6/12/2017 Cash Payment E 609-49750-265 Freight FREIGHT $11.25 Invoice 8593086 6/12/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,239.25 Refer 28 PAUSTIS AND SONS WINE COMPA Cash Payment E 609-49750-253 Wine For Resale WINE $482.00 Invoice 8593897 6/19/2017 Cash Payment E 609-49750-265 Freight FREIGHT $8.78 Invoice 8593897 6/19/2017 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$43.48 Invoice 8592154CM 6/2/2017 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$174.00 Invoice 8590446CM 5/17/2017 Cash Payment E 609-49750-265 Freight FREIGHT CREDIT -$2.50 Invoice 8590446CM 5/17/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $270.77 Refer 30 PHILLIPS WINE AND SPIRITS. INC Cash Payment Invoice 2186106 Cash Payment Invoice 2186106 Cash Payment Invoice 2186106 Cash Payment Invoice 2186106 E 609-49750-253 Wine For Resale WINE 6/21/2017 E 609-49750-251 Liquor For Resale LIQUOR 6/21/2017 E 609-49750-254 Soft Drinks/Mix For Resa MIX 6/21/2017 E 609-49750-253 Wine For Resale WINE 6/21/2017 -1650- $508.00 $5,037.45 $370.00 $4,010.40 CITY OF MOUND 06/22/17 11:32 AM Page 6 Payments Current Period: June 2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $3,268.15 Invoice 2186106 6/21/2017 Invoice 1555746 6/15/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $13,194.00 Refer 31 PHILLIPS WINE AND SPIRITS, INC LIQUOR $1,722.40 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,320.85 Invoice 2178704 6/7/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX Cash Payment E 609-49750-253 Wine For Resale WINE $697.50 Invoice 2178705 6/7/2017 Cash Payment Cash Payment E 609-49750-253 Wine For Resale WINE $64.00 Invoice 2178706 6/7/2017 6/15/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $987.55 Invoice 2182435 6/14/2017 Total $5,971.40 Refer _ _ Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $162.75 Invoice 2182436 6/14/2017 Cash Payment E 609-49750-253 Wine For Resale Transaction Date 6/22/2017 Wells Fargo 10100 Total $3,232.65 Refer 32 SHANKEN COMMUNICATIONS, INC Cash Payment E 609-49750-255 Misc Merchandise For R WINE SPECTATOR PUBLICATIONS 6-30-17 $15.00 $2,121.80 EDITION 6/22/2017 Invoice S0584094 5/30/2017 Cash Payment E 609-49750-255 Misc Merchandise For R WINE SPECTATOR PUBLICATIONS 6-15-17 $15.00 EDITION Invoice S0581062 5/16/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $30.00 Refer 33 SOUTHERN WINE & SPIRITS OF M Cash Payment Invoice 1552913 Cash Payment Invoice 1552916 Cash Payment Invoice 1552914 Cash Payment Invoice 1552915 E 609-49750-253 Wine For Resale WINE 6/8/2017 E 609-49750-251 Liquor For Resale LIQUOR 6/8/2017 E 609-49750-254 Soft Drinks/Mix For Resa MIX 6/8/2017 E 609-49750-253 Wine For Resale WINE 6/8/2017 $2,481.06 $3,974.99 $54.00 $36.00 Transaction Date 6/22/2017 Wells Fargo 10100 Total $6,546.05 Refer 34 SOUTHERN WINE & SPIRITS OF M Cash Payment E 609-49750-253 Wine For Resale WINE $3,880.00 Invoice 1555746 6/15/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,722.40 Invoice 1555745 6/15/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $27.00 Invoice 1555748 6/15/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $342.00 Invoice 1555747 6/15/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $5,971.40 Refer _ _ 35 SOUTHERN WINE & SPIRITS OF M Cash Payment E 609-49750-253 Wine For Resale WINE $468.00 Invoice 1558632 6/22/2017 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $2,121.80 Invoice 1558633 6/22/2017 -1651- CITY OF MOUND 06/22/17 11:32 AM Page 7 Payments Current Period: June 2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $2,589.80 Refer 37 VINOCOPIA, INCORPORATED Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $148.75 Invoice 0181926 6/8/2017 Cash Payment E 609-49750-265 Freight FREIGHT $1.50 Invoice 0181926 6/8/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $1,463.00 Invoice 0181944 6/8/2017 Cash Payment E 609-49750-265 Freight FREIGHT $22.50 Invoice 0181944 6/8/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa SODA $24.00 Invoice 0181925 6/8/2017 Cash Payment E 609-49750-265 Freight FREIGHT $1.50 Invoice 0181925 6/8/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,661.25 Refer 36 VINOCOPIA, INCORPORATED Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $112.75 Invoice 0182380 6/15/2017 Cash Payment E 609-49750-265 Freight FREIGHT $1.50 Invoice 0182380 6/15/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $649.00 Invoice 0182381 6/15/2017 Cash Payment E 609-49750-265 Freight FREIGHT $9.00 Invoice 0182381 6/15/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa SODA $144.00 Invoice 0182382 6/15/2017 Cash Payment E 609-49750-265 Freight FREIGHT $10.50 Invoice 0182382 6/15/2017 Cash Payment E 609-49750-253 Wine For Resale WINECREDIT -$56.00 Invoice 0179451CM 5/24/2017 Transaction Date 6/22/2017 Wells Fargo 10100 ---------- -- -------- Total $870.75 Refer _ 38 WINE COMPANY Cash Payment E 609-49750-253 Wine For Resale WINE $744.00 Invoice 39172 6/8/2017 Cash Payment E 609-49750-265 Freight FREIGHT $11.55 Invoice 39172 6/8/2017 Cash Payment E 609-49750-253 Wine For Resale WINE $448.00 Invoice 39887 6/15/2017 Cash Payment E 609-49750-265 Freight FREIGHT $6.30 Invoice 39887 6/15/2017 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$24.00 Invoice 39384 6/9/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,185.85 Refer 39 WINE MERCHANTS Cash Payment Invoice 7136960 Cash Payment Invoice 7136961 E 609-49750-253 Wine For Resale WINE 6/14/2017 E 609-49750-254 Soft Drinks/Mix For Resa MIX 6/14/2017 -1652- $440.00 $19.75 CITY OF MOUND 06/22/17 11:32 AM Page 8 Payments Current Period: June 2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $459.75 Refer 41 WINE MERCHANTS Cash Payment E 609-49750-253 Wine For Resale WINE $2,081.03 Invoice 7139707 6/21/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $79.00 Invoice 7139708 6/21/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $2,160.03 Refer 40 WINE MERCHANTS Cash Payment E 609-49750-253 Wine For Resale WINE $1,293.00 Invoice 7135963 6/7/2017 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $19.75 Invoice 7135964 6/7/2017 Transaction Date 6/22/2017 Wells Fargo 10100 Total $1,312.75 Fund Summary 10100 Wells Fargo 609 MUNICIPAL LIQUOR FUND $142,174.92 $142,174.92 Pre -Written Checks $0.00 Checks to be Generated by the Computer $142,174.92 Total $142,174.92 -1653- MOUND CITY COUNCIL MINUTES June 13, 2017 The City Council of the City of Mound, Hennepin County, Minnesota, met in regular session on Tuesday, June 13, 2017, at 7:00 p.m. in the Council Chambers of the Centennial Building. Members present: Mayor Mark Wegscheid, Council Members Ray Salazar, Jeff Bergquist, and Jennifer Peterson Members absent: Council Member Kelli Gillispie Others present: City Manager and Director of Public Works Eric Hoversten, Community Development Director Sarah Smith, Administrative Assistant Mary Mackres, City Engineer Dan Faulkner of Bolton & Menk, Troy Swanson, Kimberly Noonan, and Pam Dahm Consent agenda: All items listed under the Consent Agenda are considered to be routine in nature by the Council. There will be no separate discussion on these items unless a Council Member or citizen so requests, in which event it will be removed from the Consent Agenda and considered in normal sequence. 1. Open meeting Mayor Wegscheid called the meeting to order at 7:02 p.m. 2. Pledge of Allegiance 3. Approve agenda MOTION by Salazar, seconded by Bergquist, to approve the agenda. All voted in favor. Motion carried. 4. Consent agenda MOTION by Salazar, seconded by Bergquist, to approve the consent agenda. Upon roll call vote, all voted in favor. Motion carried. A. Approve payment of claims in the amount of $635,003.67 B. Approve Minutes: 05-23-17 Regular Meeting C. RESOLUTION NO. 17-76: RESOLUTION APPROVING LIQUOR LICENS RENEWALS FOR 2017 PROJECTD. RESOLUTION NO. 17-77: RESOLUTION ACCEPTING BID FOR THE 2017 CRACK REPAIR i F. Approve Pay Request No. 7 from Ryan Contracting in the amount of $10,302.28 for the 2016 Street, Utility and Retaining Wall Improvement Project; City Project Nos. PW -16- 01, PW -16-02, PW -16-03, PW -16-04 Mound City Council Minutes —June 13, 2017 G. Approve Pay Request No. 1 from Park Construction in the amount of $138,913.28 for the 2017 Street, Utility and Retaining Wall Improvement Project; City Project Nos. PW - 17 -01, PW -17-02, PW -17-03, PW -17-04 H. • • • RESOLUTION ..• FOR ASI FAMILY DAY OUT/COMPANY PICNIC ON JULY 30,2017 AT SURFSIDE PARK AND BEACH • • • 1 • • •' 5. Comments and suggestions from citizens present on any item not on the agenda. Pam Dahm, 5108 Edgewater, requesting the need for ordinance on short term rentals on lakeshore lots less than 50' wide. Dahm is at the meeting on behalf of Jane Anderson, who lives next door to a weekly rental property which is pretty disruptive to the neighborhood. Dahm is concerned because the people renting are there on vacation and every night is a party. Dahm's concern is that these are 40 -ft wide lots, making the rental property very close and it is so noisy that the full- time residents can't keep their windows open. There is constant activity at this rental property. Dahm says the garbage cans are overflowing with the raccoons getting into the garbage. Residents are left to pick up the garbage from the street. There are an excessive number of cars and trailers that these rental people bring to the neighborhood. The renters infringe on the residents' lakeshore with their watercraft. Renters don't understand the rules and it's the neighbors that suffer. Dahm is asking for a recommendation that lots with less than 50 -ft have a minimum rental length of monthly, not weekly, and restrict the number of guests and vehicles allowed. Dahm wants to ensure that these renters are paying taxes on rentals and added that in light of the Super Bowl coming next year, Minneapolis and St. Paul are putting a rental ordinance in effect. Other cities have these ordinances as well. Salazar asked why Dahm mentioned lots less than 50 -ft in width or less. Dahm said that the houses are so close together and the residents are trying to be reasonable in saying 50 -ft or less. Salazar stated that Mound is no longer a resort community, but a residential community. Mayor Wegscheid thanked Dahm for attending and said he is sure additional consideration will be brought forward. 6. Planning Commission Recommendation A. Public Hearing - Review of application to rezone property at 2875 Tuxedo Boulevard from R-1 Single Family Residential to R-2 Two Family Residential Applicant: Troy Swanson/MRCS Investments LLC Sarah Smith, presenting application for Troy Swanson to rezone parcel of property at 2875 Tuxedo from R1 to R2. Proposed plans include the construction of a duplex on this property. There was previously a single family home on the property which was removed. This parcel abuts the R2 designation. Current zoning is R1 and the proposal is for it to go R2. Both of those zonings are consistent with low density -1655- Mound City Council Minutes — June 13, 2017 guiding of the comprehensive plan. This zoning request does not trigger an amendment to the comprehensive plan. Smith said the Planning Commission reviewed the application in May and it was favorably received. Planning Commission felt that the rezoning allows for similar use that currently exists to the north. It should be noted that the unimproved right-of-way won't be developed. R2 allows for single or two family, giving the property owner some options. Smith said the publication and notification requirements in City Code Section 129-34 to hold the public hearing to consider the rezoning request have been satisfied. No concerns or objections were received. Smith notes that there are two actions requested this evening, based on Staffs recommendation that was accepted by the Planning Commission. The first is an action on an ordinance amending the city code as it relates to the zoning map to rezone the property. The second action is on a resolution authorizing publication of the ordinance by title and summary. Mayor Wegscheid opened the public hearing at 7:18 p.m., and upon receiving no comments, closed the public hearing. Salazar says he lives near this property and is glad to see something will be done with this property. Salazar says it will fit nicely in the area. Requested Actions i. Adopt Ordinance No. XX -2017 Amending City Code Chapter 129 (Zoning Ordinance) as it relates to the zoning Map to Rezone Property at 2875 Tuxedo Boulevard MOTION by Salazar, seconded by Peterson, to approve ordinance. All voted in favor. Motion carried. • • 1 1 • M �; • ii. Adopt Resolution Authorizing Publication of Ordinance No. 04-2017 by Title & Summary MOTION by Salazar, seconded by Peterson, to approve resolution. All voted in favor. Motion carried. 7. Dan Faulkner, City Engineer with Bolton1 ReportPollution Prevention Program (SWPPP) Annual . meet the public meeting requirement -1656- Mound City Council Minutes — June 13, 2017 Dan Faulkner, Bolton & Menk, introduced the annual public meeting for the City's Storm Water Pollution Prevention Program (SWPPP), saying it is an annual requirement and important. Faulkner said the program was published in the Laker newspaper and that the main purpose is to give the opportunity for public input. Faulkner said this system is managed by the Minnesota Pollution Control Agency (MPGA) and that Mound has had a plan since 2003. The plan contains a lot more than the six minimum control measures listed below: 1. Public Education & Outreach — Some examples of this include the City's quarterly newsletter where articles are posted as well as the City website. According to Faulkner, the bottom line is to improve water quality. Faulkner mentioned that the Carlson Park improvement is out for bid now. The Minnehaha Creek Watershed District (MCWD) is participating in the Carlson Park project at 75%. The signage expected to be at Carlson Park is part of the public education and outreach. 2. Public Participation & Involvement — Tonight's meeting and notice are part of that. Faulkner suggests that the SWPPP could be referenced on the City website as well. 3. Illicit Discharge Detection and Elimination — Faulkner said that last year, the Council passed an ordinance explaining what they are and what can be done. 4. Construction Site Storm Water Runoff — Faulkner says there is a separate SWPPP just for this and that the plan directs the contractor what to do, one of which is the storm water inlet detection devices to filter the storm water. 5. Post Construction Storm Water Management —A storm water plan needs to be in place for after the work is done requiring turf establishment to be complete. 6. Pollution Prevention Good Housekeeping for Municipal Operations — Faulkner says there is a requirement that the City inspect 20% of all outflow structures each year and must certify it is being done. Faulkner says this meeting fulfills the requirement and allows the City to fill out the report and submit it by the end of the month. Hoversten says this is not a hearing as notification and agenda item fulfills the need for public notification. 8. Information/Miscellaneous A. Comments/reports from Council Members Hoversten reminded all of the Music in the Park series on Thursdays in June and July, said the Spirit of the Lakes Festival is July 21-22 and said 'thanks' to all for Fish Fry success. Hoversten said proceeds go to the Fire Dept Relief Assn, which supports municipal operations and donations to Fire Dept. B. Reports: Finance Department - April 2016 Fire Department - May 2016 C. Minutes: Planning Commission - May 2, 2017 -1657- Mound City Council Minutes — June 13, 2017 D. Correspondence: 9. Adiourn MOTION by Peterson, seconded by Bergquist, to adjourn at 7:29 p.m. All voted in favor. Motion carried. Mayor Mark Wegscheid Attest: Catherine Pausche, Clerk 2415 WILSHIRE BOULEVARD - MOUND, MN 55364-1668 - PH: 952-472-0600, FAX: 952-472-0620 - WWW.CITYOFMOUND.COM Date: June 20, 2017 To: City Mayor and City Council From: Catherine Pausche, Director of Finance and Admin Services Subject: Hennepin County Joint Cooperation Agreement for CDBG Funds The City of Mound participates in a Joint Cooperation Agreement with the County and their Community Development Block Grant (CDBG) funds. Each year, the City recommends via resolution to the Consolidated Pool Selection Committee that Community Development Block Grant (CDBG) funding of Westonka Community Action Network (WeCAN) be continued. As Mound is in the "consolidated pool", participation in the county CDBG program through this cooperation agreement does not introduce any financial obligations or administrative requirements for the City (beyond the action required to approved this cooperation agreement). Participation in the county CDBG program provides the following benefits: • Allows residents of your city to apply for assistance for home repairs through the county -operated single family housing rehab loan program. • Allows residents of your city to receive assistance through various public service activities, including homeownership counseling, reverse mortgage counseling, home maintenance help for seniors, senior center programming, among other programs. • Provides your city the option of applying for CDBG funds for eligible housing or public facility projects. In addition to funding WeCan, Aeon received a CDBG grant for the Indian Knoll Rehabilitation Project of $385,000 in 2016. Per Spencer Agnew of Hennepin County Community Works, the changes mainly impact the category of "direct allocation" cities- basically larger cities that qualify to receive a direct pass-through CDBG grant based on HUD's criteria. There would be no functional changes for cities in the "consolidated pool" category, such as Mound. The 2018-2020 JCA incorporates the following changes from the previous version: -1659- • Clarification of funding allocation process for cities that qualify for "metropolitan city" status as defined by HUD. • Adjustment to thresholds with regard to determining "direct allocation" and "consolidated pool" funding allocations. • Clarification of Affirmatively Furthering Fair Housing requirements, including that cooperating units may lose some or all CDBG funding if they fail to comply with fair housing requirements. • Creation of a process for pooled, competitive funding awards for public service activities. • Clarification of language with regard to planning and administrative costs (note that the admin rate will remain 13% for PY 2018). Staff recommends approval of the attached resolution authorizing the execution of the Joint Cooperation Agreement with Hennepin County for CDBG Program in Fiscal Years 2018-2020. Please let Catherine know if you have any questions regarding this matter at (952)472- 0633. -1660- HEN NEPIN COUNTY MINNESOTA June 6, 2017 Eric Hoversten City Manager City of Mound 2415 Wilshire Boulevard Mound, MN 55364 Subject: Fiscal Year 2018 — 2020 Community Development Block Grant (CDBG) Program Dear Mr. Hoversten, On April 24, 2017, we sent a letter regarding your participation in the Hennepin County CDBG Program for the 2018-2020 period. As described in that letter, the current Joint Cooperation Agreement (JCA) for the county CDBG program is set to auto -renew. However, it has since been determined that amendments to the JCA are needed in order to ensure compliance with various funding cuts to the CDBG program. Because the JCA will be amended, it will no longer auto -renew and will require a City resolution of approval. A copy of the 2018-2020 JCA is attached, along with a sample resolution for your use. Please return three signed copies of page 10 of the 2018-2020 TCA and two certified resolutions by Ly 20, 2017 to my attention at the address below. Copies of these materials, including a red -lined version of the revised 2018-2020 JCA, were also sent to you via email. Please contact me at 612-348-2205 or spencer.agnetiv a_ hennepin us if you have any questions. Thank you for your patience with respect to the timing of this request. Sincerely, Spencer Agnew Senior Planning Analyst, Housing Development and Finance Hennepin County Community Works 701 fourth Avenue S., Suite 400, Minneapolis, MN 55415 -1661- hennepin.us/communityworks • jis 0 11*10 10 • ••' ' • • • 1• • ' • N& • - i • - •MAMMON• i WHEREAS, the City of Mound, Minnesota and the County of Hennepin have in effect a Joint Cooperation Agreement for the purposes of qualifying as an Urban County under the United States Department of Housing and Urban Development Community Development Block Grant (CDBG), Emergency Solutions Grants (ESG) Program, and HOME Investment Partnerships (HOME) Programs; and WHEREAS, the City and County wish to execute a new Joint Cooperation Agreement in order to continue to qualify as an Urban County for purposes of the Community Development Block Grant, ESG and HOME Programs. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Mound hereby authorizes the Mayor and City Manager to enter into a new Joint Cooperation Agreement between the City and County to be executed effective October 1, 2017 as shown in Attachment A and made a part herein. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, Clerk -1662- Mayor Mark Wegscheid Contract No. 17XXXXX JOINT i f. •, i URBAN . COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM THIS AGREEMENT made and entered into by and between the COUNTY OF HENNEPIN, State of Minnesota, hereinafter referred to as "COUNTY," A-2400 Government Center, Minneapolis, Minnesota, 55487, and the cities executing this Master Agreement, each hereinafter respectively referred to as "COOPERATING UNIT," said parties to this Agreement each being governmental units of the State of Minnesota, and made pursuant to Minnesota Statutes, Section 471.59. WITNESSETH: COOPERATING UNIT and COUNTY agree that it is desirable and in the interests of their citizens that COOPERATING UNIT shares its authority to carry out essential community development and housing activities with COUNTY in order to permit COUNTY to secure and administer Community Development Block Grant and HOME Investment Partnership funds as an Urban County within the provisions of the Act as herein` defined and, therefore, in consideration of the mutual covenants and promises contained in this Agreement, the parties mutually agree to the following terms and conditions. it: COOPERATING UNIT acknowledges that by the execution of this Agreement that it understands that 1. May not also apply for grants under the State CDBG Program from appropriations for fiscal years during which it is participating in the Urban County Program; and 2. May not participate in a HOME Consortium except through the Urban County. 3. May not receive a formula allocation under the Emergency Solutions Grants (ESG) Program except through the Urban County. W110IN113y The definitions contained in 42 U.S.C. 5302 of the Act and 24 CFR §570.3 of the Regulations are incorporated herein by reference and made a part hereof, and the terms defined in this section have the meanings given them: A. "Act" means Title I of the Housing and Community Development Act of 1974, as amended, (42 U.S.C. 5301 et seq.). B. "Activity" means a CDBG-funded activity eligible under Title I of the Housing and Community Development Act of 1974, as amended. Example: single family rehab activity. C. "Annual Program" means those combined activities submitted by cooperating units to COUNTY for CDBG funding as part of the Consolidated Plan. D. "Analysis of Impediments to Fair Housing Choice" or "Al" means an assessment of how laws, 1 -1663- regulations, policies and procedures affect the location, availability, and accessibility of housing, and how conditions, both private and public, affect fair housing choice. All HUD grantees must certify that they will affirmatively further fair housing, which means conducting an Analysis of Impediments to Fair Housing Choice (AI), taking appropriate actions to overcome the effects of any impediments identified through that analysis, and keeping records of these actions. E. "Consolidated Plan" means the document bearing that title or similarly required statements or documents submitted to HUD for authorization to expend the annual grant amount and which is developed by the COUNTY in conjunction with COOPERATING UNITS as part of the Community Development Block Grant Program. F. "Cooperating Unit(s)" means any city or town in Hennepin County that has entered into a cooperation agreement that is identical to this Agreement, as well as Hennepin County, which is a parry to each Agreement. G. "HUD" means the United States Department of Housing and Urban Development. H. "Metropolitan City" means any city located in whole or in part in Hennepin County which is certified by HUD to have a population of 50,000 or more people, or which has previously been granted Metropolitan City status by HUD. I_ "Program" means the HUD Community Development Block Grant Program as defined under Title I of the Housing and Community Development Act of 1974, as amended. J. "Program Income" means gross income received by the recipient or a subrecipient directly generated from the use of CDBG. K. "Public service activities" means the provision of public services described in 24 CFR 570.201(e). L. "Regulations" means the rules and regulations promulgated pursuant to the Act, including but not limited to 24 CFR Part 570. M. "Urban County" means the entitlement jurisdiction within the provisions of the Act and includes the suburban Hennepin County municipalities which are signatories to this Agreement. The purpose of this Agreement is to authorize COUNTY and COOPERATING UNIT to cooperate to undertake, or assist in undertaking, community renewal and lower income housing assistance activities and authorizes COUNTY to carry out these and other eligible activities for the benefit of eligible recipients who reside within the corporate limits of the COOPERATING UNIT which will be funded from annual Community Development Block Grant, Emergency Solutions Grants (ESG) Programs and HOME appropriations for the Federal Fiscal Years 2018, 2019 and 2020 and from any program income generated from the expenditure of such funds. The initial term of this Agreement is for a period commencing on October 1, 2017 and terminating no sooner than the end of the program year covered by the Consolidated Plan for the basic grant amount for the Fiscal Year 2020, as authorized by HUD, and for such additional time as may be required for the expenditure of funds granted to the County for such period. Prior to the end of the initial term and the end of each subsequent qualification -1664- period, the COUNTY, as the lead agency of the URBAN HENNEPIN COUNTY COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAM, shall provide a written notice to the COOPERATING UNIT of their right not to participate in a subsequent qualification period. The written notice will provide the COOPERATING UNIT a minimum thirty (30) day period to submit a written withdrawal. If the COOPERATING UNIT does not submit to the COUNTY a written withdrawal during the notice period, this Agreement shall be automatically extended for a subsequent three-year qualifying period. This Agreement must be amended by written agreement of all parties to incorporate any future changes necessary to meet the requirements for cooperation agreements set forth in the Urban County Qualification Notice applicable for the year in which the next qualification of the County is scheduled. Failure by either party to adopt such an amendment to the Agreement shall automatically terminate the Agreement following the expenditure of all CDBG and HOME funds allocated for use in the COOPERATING UNIT's jurisdiction. This Agreement shall remain in 'effect until the CDBG, HOME and ESG funds and program income received (with respect to activities carried out during the three-year qualification period, and any successive qualification periods under agreements that provide for automatic renewals) are expended and the funded activities completed. COUNTY and COOPERATING UNIT cannot terminate or withdraw form this Agreement while it remains in effect. Notwithstanding any other provision of this Agreement, this Agreement may be terminated at the end of the program period during which HUD withdraws its designation of the COUNTY as an Urban County under the Act. This Agreement shall be executed by the appropriate officers of COOPERATING UNIT and COUNTY pursuant to authority granted them by their respective governing bodies, and a copy of the authorizing resolution and executed Agreement shall be filed promptly by the COOPERATING UNIT in the Hennepin County Department of Housing, Community Works and Transit so that the Agreement can be submitted to HUD by July 24, 2017. COOPERATING UNIT and COUNTY shall take all actions necessary to assure compliance with the urban county's certifications required by Section 104(b) of the Title I of the Housing and Community Development Act of 1974, as amended, including Title VI of the Civil Rights Act of 1964; the Fair Housing Act, and affirmatively furthering fair housing. COOPERATING UNIT and COUNTY shall also take all actions necessary to assure compliance with Section 109 of Title I of the Housing and Community Development Act of 1974 (which incorporates Section 504 of the Rehabilitation Act of 1973 and the Age Discrimination Act of 1975), and other applicable laws. COOPERATING UNIT agrees that awarded grant funds will be used to undertake and carry out, within the terms of this Agreement, certain activities eligible for funding under the Act. The COUNTY agrees and will assist COOPERATING UNIT in the undertaking of such essential activities by providing the services specified in this Agreement. The parties mutually agree to comply with all applicable requirements of the Act and the Regulations and other relevant Federal and/or Minnesota statutes or regulations in the use of basic grant amounts. Nothing in this Article shall be construed to lessen or abrogate the COUNTY's responsibility to assume all obligations of an applicant under the Act, including the development of the Consolidated Plan, pursuant to 24 CFR Part 91. COOPERATING UNIT further specifically agrees as follows: -1665- A. COOPERATING UNIT will, in accord with a COUNTY -established schedule, prepare and provide to the COUNTY, in a prescribed form, requests for the use of Community Development Block Grant Funds consistent with this Agreement, program regulations and the Urban Hennepin County Consolidated Plan. B. COOPERATING UNIT acknowledges that, pursuant to 24 CFR §570.501 (b), it is subject to the same requirements applicable to subrecipients, including the requirement for a written Subrecipient Agreement set forth in 24 CFR §570.503. The Subrecipient Agreement will cover the implementation requirements for each activity funded pursuant to this Agreement and shall be duly executed with and in a form prescribed by the COUNTY. C. COOPERATING UNIT acknowledges that it is subject to the same subrecipient requirements stated in paragraph B above in instances where an agency other than itself is undertaking an activity pursuant to this Agreement on behalf of COOPERATING UNIT. In such instances, a written Third Party Agreement shall be duly executed between the agency and COOPERATING UNIT in a form prescribed by COUNTY. D. COOPERATING UNITS shall expend all funds annually allocated to activities pursuant to the Subrecipient Agreement. All funds not expended pursuant to the terms of the Subrecipient Agreement will be relinquished to the COUNTY and will be transferred to a separate account for reallocation on a competitive request for proposal basis at the discretion of the COUNTY where total of such funds is $100,000 or greater. Amounts less than $100,000 shall be allocated by COUNTY to other existing activities consistent with timeliness requirements and Consolidated Plan goals. E. COUNTY and COOPERATING UNITS shall expend all program income pursuant to this Agreement as provided below: I. Program income from housing rehabilitation activities administered by the COUNTY will be incorporated into a pool at the discretion of the COUNTY. The pool will be administered by COUNTY and will be used for housing rehabilitation projects located throughout the entire Urban County. When possible, COUNTY will give priority to funding housing rehabilitation projects within the COOPERATING UNIT where the program income was generated. Funds expended in this manner would be secured by a Repayment Agreement/Mortgage running in favor of the COUNTY. Program income generated by METROPOLITAN CITY COOPERATING UNITS that administer their own housing rehabilitation activities may be retained by the COOPERATING UNIT at its discretion. 2. COUNTY reserves the option to recapture program income generated by non -housing rehabilitation activities if said funds have not been expended within twelve (12) months of being generated. These funds shall be transferred to a separate account for reallocation on a competitive request for proposal basis administered by COUNTY or, where the total of such funds does not exceed $100,000, shall be reallocated by COUNTY to other existing activities consistent with timeliness requirements and Consolidated Plan goals. F. COOPERATING UNITS are encouraged to undertake joint activities involving the sharing of funding when such action furthers the goals of the Consolidated Plan and meets the expenditure goals. -1666- G. If COUNTY is notified by HUD that it has not met the performance standard for the timely expenditure of funds at 24 CFR 570.902(a) and the COUNTY entitlement grant is reduced by HUD according to its policy on corrective actions, then the basic grant amount to any COOPERATING UNIT that has not met its expenditure goal shall be reduced accordingly. H. COOPERATING UNIT will take actions necessary to assist in accomplishing the community development program and housing goals, as contained in the Urban Hennepin County Consolidated Plan, and will comply with COUNTY's direction to redirect the use of funds when necessary to accomplish said goals. I. COOPERATING UNIT shall ensure that all activities funded, in part or in full by grant funds received pursuant to this Agreement, shall be undertaken affirmatively with regard to fair housing, employment and business opportunities for minorities and women. It shall, in implementing all programs and/or activities funded by the basic grant amount, comply with all applicable Federal and Minnesota Laws, statutes, rules and regulations with regard to civil rights, affirmative action and equal employment opportunities and Administrative Rule issued by the COUNTY. J. COOPERATING UNIT acknowledges the recommendations set forth in the current Analysis of Impediments to Fair Housing Choice. COOPERATING UNIT that does not affirmatively further fair housing within its own jurisdiction or that impedes action by COUNTY to comply with its certifications to HUD may be prohibited from receiving part or all CDBG funding for its activities, and may be required to reimburse COUNTY for part or all of funds it has received. K. COOPERATING UNIT shall participate in the citizen participation process, as established by COUNTY, in compliance with the requirements of the Housing and Community Development Act of 1974, as amended. L. COOPERATING UNIT shall reimburse COUNTY for any expenditure determined by HUD or COUNTY to be ineligible. M. COOPERATING UNIT shall prepare, execute, and cause to be filed all documents protecting the interests of the parties hereto or any other party of interest as may be designated by the COUNTY. N. COOPERATING UNIT has adopted and is enforcing: 1. A policy prohibiting the use of excessive force by law enforcement agencies within its jurisdiction against any individuals engaged in nonviolent civil rights demonstrations; and 2. A policy of enforcing applicable State and local laws against physically barring entrance to or exit from a facility or location which is the subject of such nonviolent civil rights demonstrations within its jurisdiction. O. COOPERATING UNIT shall not sell, trade, or otherwise transfer all or any portion of grant funds to another metropolitan city, urban county, unit of general local government, or Indian tribe, or insular Area that directly or indirectly receives CDBG funds in exchange for any other funds, credits or non - Federal considerations, but must use such funds for activities eligible under Title I of the Act. COUNTY further specifically agrees as follows: F, -1667- A. COUNTY shall prepare and submit to HUD and appropriate reviewing agencies, on an annual basis, all plans, statements and program documents necessary for receipt of a basic grant amount under the Act. B. COUNTY shall provide, to the maximum extent feasible, technical assistance and coordinating services to COOPERATING UNIT in the preparation and submission of a request for funding. C. COUNTY shall provide ongoing technical assistance to COOPERATING UNIT to aid COUNTY in fulfilling its responsibility to HUD for accomplishment of the community development program and housing goals. D. COUNTY shall, upon official request by COOPERATING UNIT, agree to administer local housing rehabilitation activities funded pursuant to the Agreement, provided that COUNTY shall receive Twelve percent (12%) of the allocation by COOPERATING UNIT to the activity as reimbursement for costs associated with the administration of COOPERATING UNIT activity. E. COUNTY may, at its discretion and upon official request by COOPERATING UNIT, agree to administer, for a possible fee, other activities funded pursuant to this Agreement on behalf of COOPERATING UNIT. F. COUNTY may, as necessary for clarification and coordination of program administration, develop and implement Administrative Rules consistent with the Act, Regulations, HUD administrative directives, and administrative requirements of COUNTY; and COOPERATING UNIT shall comply with said Administrative Rules. Basic grant amounts received by the COUNTY under Section 106 of the Act shall be allocated as follows: A. Planning and administration costs are capped to 20 percent of the sum of the basic grant amount plus program income that is received during the program year. During the term of this Agreement the COUNTY will receive a planning and administrative retainage of up to fifteen percent (15%) of the basic grant amount; included in this administrative amount is funding for county -wide Fair Housing activities. B. Funding for public service activities are capped to 15 percent of the sum of the basic grant amount plus program income that is received during the previous program year. During the term of this Agreement the COUNTY will retain up to 15% of the basic grant amount for allocation to public service activities county -wide. Funds retained for public service activities will be awarded in a manner determined by COUNTY on a competitive request for proposal basis. C. The balance of the basic grant amount shall be made available by COUNTY to COOPERATING UNITS in accordance with the formula stated in part D and the procedure stated in part E of this section utilizing U.S. Census Bureau data. The allocation is for planning purposes only and is not a guarantee of funding. D. Allocation of funding will be based upon a formula using U.S. Census Bureau data that bears the same ratio to the balance of the basic grant amount as the average of the ratios between: The population of COOPERATING UNIT and the population of all COOPERATING UNITS. 2. The extent of poverty in COOPERATING UNIT and the extent of poverty in all COOPERATING UNITS. The extent of overcrowded housing by units in COOPERATING UNIT and the extent of overcrowded housing by units in all COOPERATING UNITS. 4. In determining the average of the above ratios, the ratio involving the extent of poverty shall be counted twice. E. Funds will be made available to communities utilizing the formula specified in C of this Section in the following manner: 1. All COOPERATING UNITS which are also METROPOLITAN CITIES will receive funding allocations in accordance with the COUNTY formula allocations. 2. All COOPERATING UNITS with aggregate formula percentages of greater than five percent (5%) of the total using the procedure in part D. of this section will receive funding allocations in accordance with the COUNTY formula allocations, unless the resulting allocation would total less than One Hundred Thousand Dollars ($100,000.00). 3. COOPERATING UNITS with aggregate formula percentages of five percent (5%) or less of the total using the procedure in part D. of this section or with funding allocations of less than One Hundred Thousand Dollars ($100,000.00) will have their funds consolidated into a pool for award in a manner determined by COUNTY. on a competitive request for proposal basis. Only the COUNTY and COOPERATING UNITS whose funding has been pooled will be eligible to compete for these funds. 4. COOPERATING UNITS shall have the option to opt -in to the consolidated pool specified in item 3. of this part by providing written notice to COUNTY by November 15' annually. F. The COUNTY shall develop these ratios based upon data to be furnished by the U.S. Census Bureau. The COUNTY assumes no duty to gather such data independently and assumes no liability for any errors in the data. G. In the event COOPERATING UNIT does not request a funding allocation, or a portion thereof, the amount not requested shall be made available to other participating communities, in a manner determined by COUNTY. Any metropolitan city executing this Agreement shall defer their entitlement status and become part of Urban Hennepin County. This agreement can be voided if the COOPERATING UNIT is advised by HUD, prior to the completion of the re -qualification process for fiscal years 2018-2020, that it is newly eligible to become a metropolitan city and the COOPERATING UNIT elects to take its entitlement status. If the agreement is not voided on the basis of the COOPERATING UNIT's eligibility as a metropolitan city prior to July 16, 2017, the COOPERATING UNIT must remain a part of the COUNTY program for the entire three-year period of the COUNTY qualification. The undersigned, on behalf of the Hennepin County Attorney, having reviewed this Agreement, hereby opines that the terms and provisions of the Agreement are fully authorized under State and local law and that the COOPERATING UNIT has full legal authority to undertake or assist in undertaking essential community development and housing assistance activities, specifically urban renewal and publicly -assisted housing. Assistant County Attorney t 9 311313 ,I., The Hennepin County Board of Commissioners having duly approved this Agreement on 2017, and pursuant to such approval and the proper County official having signed this Agreement, the COUNTY agrees to be bound by the provisions herein set forth. APPROVED AS TO FORM: Assistant County Attorney Date: COUNTY OF HENNEPIN, STATE OF MINNESOTA By: Chair of its County Board Attest: Deputy Clerk of the County Board Date: By: County Administrator Date: By: Assistant County Administrator — Public Works Date: Recommended for Approval: Director, Community Works Date: COOPERATING UNIT, having signed this Agreement, and the COOPERATING UNIT'S governing body having duly approved this Agreement on , 2017, and pursuant to such approval and the proper city official having signed this Agreement, COOPERATING UNIT agrees to be bound by the provisions of this Joint Cooperation Agreement. CITY OF By: Its Mayor And: Its City Manager ATTEST: CITY MUST CHECK ONE: The City is organized pursuant to: Plan A Plan B Charter 10 -1672- Real People. Real Solutions. June 21, 2017 Mr. Eric Hoversten, City Manager City of Mound 2415 Wilshire Boulevard Mound, MN 55364 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952) 448-8838 Fax: (952) 448-8805 Bolton-Menk.com RE: 2015 Street, Utility & Retaining Wall Improvements — Grandview Blvd. & Tuxedo Blvd. City Project Nos. PW -15-01, PW -15-02, PW -15-03 Pay Request No. 14 Dear Mr. Hoversten: Please find enclosed Pay Request No. 14 from Geislinger & Sons, Inc. for work completed on the 2015 Street, Utility and Retaining Wall Improvement Project — Grandview Boulevard and Tuxedo Boulevard from January 18, 2017 through June 15, 2017. The amount shown as "MCES THIS ESTIMATE" will need to be invoiced to the Metropolitan Council in accordance with the Construction Cooperative Agreement number 15I032, and processed as a re -imbursement to the City. We have reviewed the contractor's request, verified quantities and recommend payment in the amount of $235,465.41 to Geislinger & Sons, Inc. which includes a reduction in retainage from 5 percent to one percent based on the completion of all items; only some minor punchlist items remain. Sincerely, Bolton &a Menk, Inc. Daniel L. Faulkner, P.E. City Engineer H:\MOUN\C12108886\1 Corres\E_Docs\2017-06-21 Ltrto Council Rocco Paymen 1673 - Bolton & Menk is an equal opportunity e DATE: 6/21/2017 CONTRACTOR'S PAY REQUEST NO. 14 CONTRACTOR Geislinger & Sons, Inc 2015 STREET, UTILITY & RETAINING WALL IMPROVEMENTS OWNER City of Mound CITY PROJECT NO. PW -15-01, PW -15-02, PW -15-03 ENGINEER Bolton & Menk BNII PROJECT NO. C12.108886, C12.108887 FOR WORK COMPLETED FROM 1/17/2017 THROUGH 6/15/2017 TOTALAMOUNT BID................................................................................................................................................... $ APPROVED CHANGE ORDERS + EXTRA WORK........................................................................................ $ CURRENTCONTRACT AMOUNT ................. ................... .............. ............ ............ . .... I— ... I... ...... I........... I. $ TOTAL, CITY COMPLETED WORK TO DATE $ TOTAL, MCES COMPLETED WORK TO DATE $ TOTAL, COMPLETED WORK TO DATE........................................................................................................................ $ TOTAL, MOUND STORED MATERIALS TO DATE $ TOTAL, MCES STORED MATERIALS TO DATE $ TOTAL, STORED MATERIALS TO DATE.................................................................................................................... $ MOUND DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $ MCES DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $ DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED................................................................... $ 3,682,938.25 167,978.20 3,850,916.45 2,542,184.47 994,103,42 3,536,287.89 TOTAL, MOUND COMPLETED WORK & STORED MATERIALS $ 2,542,184.47 TOTAL, MCES COMPLETED WORK & STORED MATERIALS $ 994,103.42 TOTAL, COMPLETED WORK & STORED MATERIALS................................................................................................ $ 3,536,287.89 MOUND RETAINED PERCENTAGE ( 1.0% ) $ MCES RETAINED PERCENTAGE ( 1.0% } $ RETAINED PERCENTAGE 1.0% }.................................................................................................... $ MOUND AMOUNT OF OTHER DEDUCTIONS $ MCES AMOUNT OF OTHER DEDUCTIONS $ TOTAL AMOUNT OF OTHER DEDUCTIONS ............. .................................. ........................................................ ..... $ MOUND AMOUNT DUE TO CONTRACTOR TO DATE $ MCES AMOUNT DUE TO CONTRACTOR TO DATE $ NET AMOUNT DUE TO CONTRACTOR TO DATE......................................................................................................... $ TOTAL, MOUND AMOUNT PAID ON PREVIOUS ESTIMATES $ TOTAL, MCES AMOUNT PAID ON PREVIOUS ESTIMATES $ TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES.................................................................................................... $ CITY OF MOUND THIS ESTIMATE $ MCES THIS ESTIMATE $ PAY CONTRACTOR AS ESTIMATE NO. 14 ......................... ............. ................. .......................... . ..................... I......... $ • 25,421.84 9,941,03 35,362.88 2,516,762.62 984,162,39 3,500,925.01 2,343,314.47 922,145.12 3,265,469.60 173,448.15 62,017.26 235,465.41 Certificate for Payment I hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract forthis project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the amount for the Final Estimate, that the provisions of M. S. 290.92 have been complied with and that all claims against me by reason of the Contract have been paid or satisfactorily secured. Contractor: Geislinger & Sons, Inc. 511 Central Ave. S. P.O. Box 437 Watkins, MN 55389 BY Name Title Date G9 ^ t ` P 7 CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: BOLTON & MENK, INC., ENGINEERS, 2638 SHA W LN, SUITE 200, CHASKA MN 55318 ByCITY ENGINEER Daniel L. Faulkner Date 0"? 1 L ( 7 APPROVED FOR PAYMENT: Owner: CITY OF MOUND By Name Title Date -1675- Real People, Real Solutions. June 21, 2017 Honorable Mayor and Members of the City Council City of Mound 2415 Wilshire Boulevard Mound, MN 55364 RE: 2017 Lift Station and Commerce Blvd Forcemain Improvement Project City Project No. PW -17-05 Award of Bid Dear Mayor and Members of the Council: 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952) 448-8838 Fax: (952)448-8805 Bolton-Menk.com Bids were received on June 20, 2017 for the 2017 Lift Station and Commerce Boulevard Forcemain Improvement Project, Lift Station C5, 1861Cornmerce Boulevard, with the following results: Contractor Widmer Construction R & R Excavating Geislinger & Sons St. Paul Utilities Base Bid Amount (A+B) $601,941.00 $623,713.16 $784,133.00 $1,212,159.00 Alternate Bid Amount (A+C) $607,305.00 $659,063.55 $846,161.00 $1,271,003.00 The low bid was below the engineer's estimate of $609,728 for the base bid. The bid does not include City purchased items which include: pumping equipment, control panel, back-up generator, magnetic flow meter and grinder for LS C5, estimated to cost a total of $155,000. In addition, the city will be purchasing a gas generator to replace the existing diesel generator for the Sinclair LS B3 at an estimated cost of $30,000.00. The Base Bid includes a new directionally drilled 8 -inch forcemain from Three Points Boulevard to the gravity manhole north of Grandview. The Alternate Bid establishes a new pipe via pipe bursting the existing 8 -inch forcemain resulting in a new 8 -inch forcemain in the same location as the existing. The Base Bid is used to determine the low bidder. After the low bidder is determined, the City has the option to award the contract to the low bidder under either the Base Bid or the Alternate Bid amount. Due to the small increase with the Alternate Bid and the advantages of using the existing forcemain location which eliminates the concern of hitting some other underground utility or unknown object, staff is recommending awarding the Alternate Bid. H:\MOUN\C17112191\1 Corres\E_Docs\2017-06-21 Ltr to Council, Bid Award.docx Balton & Menk is-1676—>rtunity employer. Mayor and Members of the Council June 21, 2017 Page 2 The low bidder, Widmer Construction, out of Maple Plain, MN, has successfully completed several of the City's lift station replacements. It is our recommendation that the Council approve the attached resolution awarding the 2017 Lift Station and Forcemain Improvement Project to Widmer Construction in the Alternate Bid amount of $607,305.00. Sincerely, Bolton & Menk, Inc. 1717 Daniel L. Faulkner, P.E. City Engineer H:\MOUN\C17112191\1_Corres\E_Docs\2017.06-21 Ltr to Council, Bid Award.docx Bolton & Monk is -1 CITY OF MOUND RESOLUTION NO. 17 - RESOLUTION ACCEPTING BID FOR THE 2017 LIFT STATION AND FORCEMAIN IMPROVEMENT PROJECT (PW -17-05), LS C5, COMMERCE BLVD. WHEREAS, pursuant to an advertisement for bids for the 2017 Lift Station and Forcemain Improvement Project, bids were received on June 20, 2017 opened and tabulated according to law, with the following bids received and complying with the advertisement: Contractor Widmer Construction R & R Excavating Geislinger & Sons St. Paul Utilities Base Bid Amount (A+B) $601,941.00 $623,713.16 $784,133.00 $1,212,159.00 Alternate Bid Amount (A+C) $607,305.00 $659,063.55 $846,161.00 $1,271,003.00 WHEREAS, it appears that Widmer Construction is the lowest responsible bidder based on the Base Bid amount; and WHEREAS, the contract specifications states that the contract will be awarded to the lowest responsible bidder based on the Base Bid amount, but the City can award the contract in the Alternate Bid amount if it determines it is in the City's best interest to do so; and WHEREAS, City staff has determined that the relatively small increase in cost of $5,364.00 from the Base Bid amount to the Alternate Bid amount is worth the additional benefit of eliminating possible conflicts with other existing underground utilities; NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Mound, Minnesota, that the Mayor and City Clerk are hereby authorized and directed to enter into a contract with Widmer Construction out of Maple Plain, MN based on the Alternate Bid amount in the name of the City of Mound for the 2017 Lift Station and Forcemain Improvement Project according to the plans and specifications therefore approved by the City Council and on file in the office of the City Clerk. Adopted by the City Council this 27th day of June, 2017 ATTEST: Catherine Pausche, City Clerk Mark Wegscheid, Mayor Rea( People. Rea( Solutions. June 21, 2017 Honorable Mayor and Members of the City Council City of Mound 2415 Wilshire Boulevard Mound, MN 55364 RE: 2016 Street Reconstruction and 2017 Lift Station/Forcemain Projects City Project Nos. PW -16-01; PW -17-05 Project Related Pay Requests Dear Mayor and Members of the City Council: 2638 Shadow Lane Suite 200 Chaska, MN 55318-1172 Ph: (952)448-8838 Fax: (9521448-8805 Botton-Menk.com Attached are two invoices from Norling's Lake Minnetonka Landscapes, Inc totaling $6,175.25 and one invoice from American Engineering Testing, Inc. totaling $5,830.00 related to the above noted City improvement projects. The Norling invoices are for the replacement of landscaping on two properties impacted by the 2016 Street and Utility improvements on Bartlett Boulevard and the AET invoice is for the soil borings and analysis necessary for the proper design of the 2017 Lift Station and Commerce Boulevard Forcemain Improvement Project. In order to provide some background to the Council on why these project related payments are being requested, particularly for landscape work to someone other than the City's contractor, the following explains the process currently being used. The project related landscape replacement cost is estimated by staff, prior to bid opening, and included in the list of bid items as an estimated amount (Landscape Allowance). This amount is totaled with all of the other items in the bid proposal and part of the total bid submitted. The estimated amount included in the 2016 Street, Utility and Retaining Wall improvement project is $25,000. This serves as a "place -holder" for payment to the prime contractor for minor landscape replacement work, as well as for payment to other landscape contractors when the work entails significant landscape repair replacement beyond the capabilities of the City's street project contractor (typically done by laborers). When "significant" landscape work is determined to be necessary, a landscape proposal is requested and subsequently submitted to staff for review and approval, prior to work commencing. The landscaper then works directly with the property owner to install and guarantee the replacement landscaping. There is also a Sprinkler/Dog Fence Repair Allowance included in the list of bid items as an estimated amount which is also added to the contractor's bid items and included in the total bid. The "place -holder" amount for the 2016 Street, Utility and Retaining Wall improvement project H:\MOUN\Cl2llO649\1-Corres\E-Docs\2017-06-21 Ltr to Council, Project Cost Pavmvntc Onix Bolton & Mpnk is-16,797,rtunity Mayor and Members of the Council June 21, 2017 Page 2 is $10,000. Often times the impacted property owner has used a sprinkler company, and/or an invisible dog fence company, for their original installation and maintenance. It has worked well to reimburse the owner, after verification of the work, for their direct payment to their contractor for the repair of the city's project related impacts. There will be additional landscape and sprinkler system repair invoices submitted from both property owners and landscape contractors before the 2016 street reconstruction project is complete. The estimated Landscape Allowance payment amount, including the minor landscape repair completed by the City's contractor, is $24,500. The estimated Sprinkler/Dog Fence Allowance payment amount is $3,000. This process has worked well with the more recent Mound street reconstruction projects and has proven to be more efficient and effective in meeting the expectations of the property owner. I recommend approval of both invoices from Norling's Lake Minnetonka Landscapes totaling $6,175.25 and the invoice from AET in the amount of $5,830.00. Sincerely, Balton & Menk, Inc. Daniel L. Faulkner, P.E. City Engineer H:\MOUN\Cl2llO649\I-Corres\E_Docs\2017-06-21 Ltr to Council, Project Cost Pa ....... ppa^(n^. Mti Bolton & rnk is 10..0 1 L �Id 6NORLING"S Dake Minnetonka Landscapes, Inc, P, O. Box 361, Spring Park, MN 55384 Phone: 952-471-0255 FAX: 952-471-1181 BILL TO City of Mound 2415 Wilshire Boulevard Mound, MN 55364 ATTN: Mr. Dan Faulkner, Sr. Project Mgr. QUANTITY I DESCRIPTION 4937 BARTLETT BLVD - Dion Residence Costs as quoted - refer to Proposal 405222017COM (copy enclosed) 1.5% finance charge on balances over 30 PFe—asd write Job Ntimber Ion check. DATE INVOICE # 6/15/2017 32764 TERMS JOB # NET 30 8736 RATE AMOUNT 3,650.001 3,650.00 -N,�wORLINGYS Lake Minnetonka Landscapes, Inc. Spring Park, MN 55384 Phone (952) 471-0255 Fax (952) 471-1181 May 22nd, 2017 City of Mound Proposal#05222017COM 2415 Wilshire Boulevard Mound, MN 55364 Attn: Mr. Dan Falkner RE: 4937 Bartlett Blvd / Dion Based on site measurement and inspection, we propose to furnish and install the following (see attached photos): Initial To Accept • r •ram• es • Install Plant Bed Soil (soil exchange) ........................................... included in price Install Edging * Poly Rubber Edging & Masonry Bullet ....................................... $ 225.00 Install Western Red Cedar Mulch (6 cubic yards) ........................... $ 750.00 Landscape Construction Totak $ 975,00 *Replace Hosta in Boulevard Plant Beds and Plant Techny Arborvitae (65) Hosta............................................................................... $ 1,625.00 (3) 6' Techny Arborvitae........................................................... $ 1,050.00 Landscape Planting Tota/: $ 2,675,00 COST PLUS ITEMS (if applicable): Landscape Lighting @ $450 per light......................................................... Time & Material Irrigation customization/installation........................................................... Time & Material -1682- Page 1 of 2 This proposal reflects a job using quality materials, workmanship performed at a high standard. Complete clean up. This proposal does not include underground irrigation customization, installation. This proposal does not include the maintenance of seed, sod and plantings in general. It is important to have a scheddle/performance in effect immediately after project completion. This proposal does not include underground utility line relocating or added labor hours working around underground utility lines resulting in job delay. Property owner takes responsibility for the following: (If applicable) ® Acquisition of any/ail governmental permits associated with installation of landscape/construction project proposed. ® All costs/ fees associated with governmental permitting of landscape/construction project. ® Ensuring that all work to be performed is in compliance with any and all restrictions that may apply to property. This includes, but is not limited to work performed in or near restricted set back areas, e.g. property lines, lakeshores, etc. ® Ensuring that any installation or modification of hardcover is within the square footage allotted for the property. ® Providing a current survey of the property if required. ® Step locations on plan are not in exact placement. Steps will be placed on site based off of existing grade. • All railings (if required per City code) to be homeowner's responsibility. Further railing design available upon request. Norling's reserves the right to bill client, per hour for any associated time assisting with the approval process. Sincerely, George Norling -1683- Pale 2 of 2 9//�1 2NORLINGNS Lake Minnetonka Landscapes, Inc. R O. Box 361, Spring Park, MN 55384 Phone: 952-471-0256 FAX: 952-471-1181 BILL TO City of Mound 2415 Wilshire Boulevard Mound, MN 55364 ATTN: Mr. Dan Faulkner, Sr. Project Mgr, QUANTITY I DESCRIPTION 4991 BARTLETT BLVD - Goode Residence Costs as quoted - refer to Proposal #05222017 (copy enclosed) 1.5% finance charge on balances over 30 days. Please write Job Number on check. .DATE INVOICE # 6/15/2017 32763 TERMS JOB # NET 30 8738 RATE AMOUNT 2,525.251 2,525.25 Total $2,525.25 NORLINGS Lake Minnetonka Landscapes, Inc. Spring Park, MN 55384 Phone (952) 471-0255 Fax (952) 471-1181 City of Mound 2415 Wilshire Boulevard Mound, MN 55364 Attn: Mr. Dan Faulkner RE: 4991 Bartlett Blvd / Goode May 22nd, 2017 Proposal#05222017COM Based on site measurement and inspection, we propose to furnish and install the following (see attached photos): Initial To Accept I C&D *Backfill Curb as Necessary *Grade for Proper Contours *Repair & Replace Edging Throughout *Install 1.5" Landscape Rock (multi -color river rock) & Film 0 Labor and Material (grading, edging, rock & film): .................... $2,525.25 COST PLUS ITEMS (if applicable): Landscape Lighting @ $450 per light ......................................................... Time & Material Irrigation customization/installation........................................................... Time & Material -1685- Page 1 of 2 This proposal reflects a job using quality materials, workmanship performed at a high standard. ComRlete clean up. This proposal does not include underground irrigation customization, installation. This proposal does not include the maintenance of seed, sod and plantings in general. It is important to have a schedule/performance in effect immediately after project completion. This proposal does not include underground utility line relocating or added labor hours working around underground utility lines resulting in job delay. Property owner takes responsibility for the following: (If applicable) • Acquisition of any/all governmental permits associated with installation of landscape/construction project proposed. • All costs/ fees associated with governmental permitting of landscape/construction project. ® Ensuring that all work to be performed is in compliance with any and all restrictions that may apply to property. This includes, but is not limited to work performed in or near restricted set back areas, e.g. property lines, lakeshores, etc. • Ensuring that any installation or modification of hardcover is within the square footage allotted for the property. ® Providing a current survey of the property if required. • Step locations on plan are not in exact placement. Steps will be placed on site based off of existing grade. • All railings (if required per City code) to be homeowner's responsibility. Further railing design available upon request. Norling's reserves the right to bill client, per hour for any associated time assisting with the approval process. Sincerely, George Norling -1686- Page 2 of 2 a'11 American Engineering Testing, Inc. 550 Cleveland Avenue North St. Paul, Minnesota 55114 Phone: (651) 659-9001 Fax: (651) 659 1379 Federal Tax ID : 41-0977521 MOUND, CITY OF C/O BOLTON & MENK, INC 2638 SHADOW LANE SUITE 200 CHASKA, MN 55318 BILLING CONTACT: DAN FAULKNER SCOPE OF WORK: GEOTECHNICAL EXPLORATION SERVICES DUE DATE: 6/30/2017 INVOICE CUSTOMER NUMBER DATE NUMBER 96728 1 5/31/17 M00016 PROJECT MANAGER: D. VAN HEUVELN PROJECT NUMBER: 20-15311 PROJECT: 2017 LIFT STATION AND FORCEMAIN IMPROV. SEEATTACHED ITEMIZATION MOUNDS, MN For inquiries or additional information regarding this invoice, please contact 651-789-4651 or email accounting@amengtest.com Remit payment to: 550 Cleveland Avenue North, St. Paul, MN 55114 Amount due this Invoice $5,830.00 AET Federal ID #41-0977-1687-3 Federal ID #41-1646054 550 Cleveland Avenue North I St. Paul, MN 55114 Phone 651-659-90011 Toll Free 800-972-63641 Fax 651-659-13791 www.amengtest.com I A.AJEE0 This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc. Billing Contact: DAN FAULKNER Project Number: 20-15311 Scope of Work: GEOTECHNICAL EXPLORATION SERVICES American Engineering Testing, Inc 550 Cleveland Ave North St. Paul, MN 55114 Due Date: 06/30/17 Invoice Number Invoice Date Customer Number 96728 05/31/17 MOU016 Proiect: 2017 LIFT STATION AND FORCEMAIN Quantity Unit Description Unit Price Amount Geotechnical Services lump sum Lump Sum Fee: AET Proposal No. 20-15311 $3,430.00 $3,430.00 Dated November 8, 2016 lump sum Lump Sum Fee: Project Change Order No. 1 $2,400.00 $2,400.00 Dated March 23, 2017 Total $5,830.00 Page I of 1 Form 09ACC323C 2415 Wilshire Boulevard Mound, MN 55364 (952)472-0604 To: Honorable Mayor and City Council From: Sarah Smith Date: June 21, 2017 Re: June 27, 2017 HRA and Council Consent Agenda Items - Resolutions Regarding MCWD Stormwater Agreement for 2020 Commerce Blvd Apartment Remodel/Addition and New Townhome Construction Project Summary. Draft resolutions have been prepared for consideration by the HRA and City Council to be included as declarants on the MCWD stormwater agreement for the 2020 Commerce Blvd (formerly known as Indian Knoll Manor) apartment remodel/addition and new townhouse construction project. The agreement is required for the modified stormwater system and improvements that received approval as an amendment to the CUP and variances for the project earlier. Per information from Aeon, the developer for the Indian Knoll project, approval by the Mound HRA and City Council is required because it is tied to the acquisition loan executed by the HRA and City. •R 1161000101% WHEREAS, the property located at 2020 Commerce Boulevard was sold by the Housing and Redevelopment Authority of and for the City of Mound (HRA) to Aeon and its tax credit limited partnership, IKM Limited Partnership, LLC ("Developer") as a redevelopment project to include remodel/addition of the existing apartment complex and addition of 6 new units to the 50 -unit building and construction of 10 new townhomes ("the Project"); and WHEREAS, the HRA and the City executed a loan agreement with the Developer that will ensure the agreed upon improvements to the Project will be made and the Project will remain affordable; and WHEREAS, the Developer has made changes to the storm water management plan for the site prompting the need to amend the agreement with the Minnehaha Creek Watershed District (MCWD); and WHEREAS, Staff has reviewed the changes and agree with the revised approach; NOW THEREFORE, BE IT RESOLVED, by the City Council of and for the City of Mound, Minnesota that the Mayor and City Manager are hereby authorized to approve the Declaration Amendment between the IKM Limited Partnership, LLC and the Minnehaha Creek Watershed District as shown in Exhibit A and made a part herein. Adopted by the City Council of the City of Mound, Minnesota, this 27th day of June, 2017. Attest: Catherine Pausche, Clerk Mark Wegscheid, Mayor ••1 Exhibit A Page I 1 This Declaration Amendment ("Amendment") is made this day of June, 2017, by IKM Limited Partnership, a Minnesota limited partnership ("Declarant"), and accepted by the Minnehaha Creek Watershed District ("MCWD"), a special purpose local unit of government with purposes and powers pursuant to Minnesota Statutes chapters 103B and 103D. WHEREAS Declarant owns real property within the City of Mound, Hennepin County, Minnesota, platted and legally described as: Lot 1, Block 1, Indian Knoll Manor, Hennepin County, Minnesota (the "Property") and no one other than Declarant has any right, title or interest in the Property; and WHEREAS the Property constitutes the entirety of the land to which MCWD permit #16-244 applies; and WHEREAS, in fulfillment of a condition of approval of permit # 16-244, Declarant recorded a declaration committing to performance of certain affirmative maintenance requirements for stormwater facilities on the Property filed and recorded on the Property in the Office of the County Recorder, Hennepin County, Minnesota on December 14, 2016, as Document number A 103 91047 (the "Declaration"); and WHEREAS the attachment to the Declaration showing the stormwater facilities did not reflect the installed stormwater facilities and as such must be corrected, and Declarant and MCWD wish to correct the Declaration. WHEREAS the Declaration referred to an Attachment C which was not provided and should not be considered part of the Declaration and as such must be corrected, and Declarant and MCWD wish to correct the Declaration. NOW, THEREFORE, Declarant makes and MCWD accepts this amendment and hereby declare that the Declaration, as amended, constitutes covenants to run with the Property in perpetuity, -1691- Exhibit A Page ( 2 and further declares that the Property shall be owned, used, occupied and conveyed subject to the covenants, restrictions, easements, charges and liens set forth in the Declaration, as amended, all of which shall be binding on all persons owning or acquiring any right, title or interest in the Property, and their heirs, successors, personal representatives and assigns. A. Attachment A. The site plan attachment to the Declaration is deleted in its entirety and is replaced with Attachment A to this amendment. B. Attachment B. The Maintenance Plan & Schedule is deleted in its entirety and is replaced with Attachment B to this amendment. C. Prior Declaration Amended. The Declaration is deemed amended on the filing of this amendment for recordation with the Office of the County Recorder, Hennepin County, Minnesota. D. Recitals. The recitals set forth above are expressly incorporated herein. [Signature Pages Follow] Exhibit A Page 13 IN WITNESS WHEREOF, the undersigned has executed this instrument the day and year first set forth. i , I.D.#81-0962531 By: Aeon Its: Managing General Partner .0 Its: STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me on June _, 2017 by Caroline Horton, the Chief Financial Officer of Aeon, a Minnesota non-profit corporation, the Managing General Partner of IKM Limited Partnership, a Minnesota limited partnership, on behalf of the limited liability company and limited partnership. Notary Public -1693- Exhibit A Page 14 Minnehaha Creek Watershed District accepts and consents to the Amendment: Mu 110121011IFR:IX41.7of" By Lars Erdahl Its Administrator STATE OF MINNESOTA ) ss. COUNTY OF HENNEPIN ) This instrument was acknowledged before me on June _, 2017 by Lars Erdahl, as administrator of the Minnehaha Creek Watershed District, a special purpose local unit of government. Notary Public This Instrument Was Drafted By: Faegre Baker Daniels LLP (AMC) 2200 Wells Fargo Center 90 South Seventh Street Minneapolis, MN 55402 (612) 766-7000 Exhibit A Page 5 Wells Fargo Bank, National Association, a national banking association, the holder of a mortgage dated December 13, 2016, filed for record with the County Recorder of Hennepin County, Minnesota on December 14, 2016 as Document No. A10391048, hereby consents to the recording of the attached Declaration and agrees that its rights in the property affected by the Declaration shall be subordinated thereto. IN WITNESS WHEREOF, the undersigned lender has caused this Consent and Subordination to be executed this day of June, 2017. WELLS FARGO BANK, NATIONAL ASSOCIATION a national banking association By: Rochelle Dotzenrod Its Vice President STATE OF MINNESOTA ) ss COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of June, 2017, by Rochelle Dotzenrod, the Vice President of Wells Fargo Bank, National Association, a national banking association, on behalf of the national banking association. Notary Public -1695- Exhibit A Page ( 6 Housing and Redevelopment Authority of the City of Mound, Minnesota, a public body corporate and politic organized under the laws of the State of Minnesota, the holder of a mortgage dated December 12, 2016, filed for record with the County Recorder of Hennepin County, Minnesota on December 14, 2016 as Document No. A10391049, hereby consents to the recording of the attached Declaration and agrees that its rights in the property affected by the Declaration shall be subordinated thereto. IN WITNESS WHEREOF, the undersigned lender has caused this Consent and Subordination to be executed this day of June, 2017. HOUSING AND .REDEVELOPMENT AUTHORITY OF THE CITY OF MOUND, MINNESOTA, a public body corporate and politic organized under the laws of the State of Minnesota an STATE OF MINNESOTA ) ss COUNTY OF HENNEPIN ) Name: Its: Executive Director Name: Its: Chair The foregoing instrument was acknowledged before me this day of June, 2017, by and , the Executive Director and Chair of the Housing and Redevelopment Authority of the City of Mound, Minnesota, a public body corporate and politic organized under the laws of the State of Minnesota, on behalf of the public body corporate and politic. Notary Public Exhibit A Page 17 City of Mound, a Minnesota municipal corporation, the holder of a mortgage dated December 12, 2016, filed for record with the County Recorder of Hennepin County, Minnesota on December 14, 2016 as Document No. A10391057, hereby consents to the recording of the attached Declaration and agrees that its rights in the property affected by the Declaration shall be subordinated thereto. IN WITNESS WHEREOF, the undersigned lender has caused this Consent and Subordination to be executed this day of June, 2017. CITY OF MOUND, a Minnesota municipal corporation ME USE STATE OF MINNESOTA ) ) ss COUNTY OF HENNEPIN ) Name: _ Its: Mayor Name: Its: City Manager The foregoing instrument was acknowledged before me this day of June, 2017, by and , the Mayor and Chief Manager of the City of Mound, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public Exhibit A Page 18 Aeon, a Minnesota non-profit corporation, the holder of a mortgage dated December 12, 2016, filed for record with the County Recorder of Hennepin County, Minnesota on December 14, 2016 as Document No. A10391055, hereby consents to the recording of the attached Declaration and agrees that its rights in the property affected by the Declaration shall be subordinated thereto. IN WITNESS WHEREOF, the undersigned lender has caused this Consent and Subordination to be executed this day of June, 2017. AEON, a Minnesota non-profit corporation Caroline Horton Its Chief Financial Officer STATE OF MINNESOTA } ss COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of June, 2017, by Caroline Horton, the Chief Financial Officer of Aeon, a Minnesota non-profit corporation, on behalf of the nonprofit corporation. Notary Public .•: Exhibit A Page 19 Hennepin County, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the Hennepin Housing Consortium, the holder of a mortgage dated December 12, 2016, filed for record with the County Recorder of Hennepin County, Minnesota on December 14, 2016 as Document No. A10391051, hereby consents to the recording of the attached Declaration and agrees that its rights in the property affected by the Declaration shall be subordinated thereto. IN WITNESS WHEREOF, the undersigned lender has caused this Consent and Subordination to be executed this day of June, 2017. Assistant County Attorney Date: STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) HENNEPIN COUNTY, a public body corporate and politic under the laws of the State of Minnesota, on behalf of the Hennepin Housing Consortium Chair of its County Board Attest: Deputy/Clerk of the County Board L -In County Administrator The foregoing instrument was acknowledged before me this day of June, 2017 by , the Chair of the County Board, and the Deputy/Clerk of the County Board, and the County Administrator of the County of Hennepin, State of Minnesota, on behalf of the Hennepin Housing Consortium. Notary Public I`L • 1 1 • ' ' • Assistant County Administrator, Public Works Date: Director, Community Works Date: M S1N3W1MV UONdW 110NA NVION1 L? j U f!1�iiffia aux NVldl.1111111��EEeje aa�a �11 mom �11 r"I -1701- I pp S1N3VUUVdV HONVVY 110NM NVIGNI Lis gif Wld 39VNfVUO ONY 9NIM9 -1701- I C14 S1N3INiUVdV HONVVY 11ONN NVIGNI Lci $Iola's Vru3o Dist If No, SlWiM IN3Wg9VNVW fJ31VMWII Lai 44 5- if QW. d iillilfiv, Ir a. r ztl I q I it 11 dl., 1111 g! il its lip fill GO Jug r4 IF I--- z iL I u I , f— 7-1 1 '831-1 aOISA31SASJOJ 14 , ONnOW SIN-. ?,VdV 110NX NVIONI C. '099 - t MOCId-AS b31l, iS NOISIAMINV3d Eli i qo z w (1)7f J 3 o 9 'milli 9 dRi ----------- A .0 w nwu '831-1 aOISA31SASJOJ 14 , ONnOW SIN-. ?,VdV 110NX NVIONI C. '099 - t MOCId-AS b31l, iS NOISIAMINV3d Eli i qo z w (1)7f J 3 o 9 'milli 9 dRi ----------- A .0 w -1703- o -1703- 1 1. STORMWATER FACILITIES Exhibit A Page 14 a. Underground storage facilities. Underground storage facilities will be inspected at least annually to ensure continuing performance per design. Capacity will be considered inadequate if sediment has decreased the storage volume by 50 percent of the original design volume. Accumulated debris and sediment will be removed, and inlet and outlet structures will be kept clear of any flow impediments. b. Filtration Cartridges. Filter cartridges should be monitored two times per year. Cartridges should be replaced every two years. The Vault should be cleaned out and/or vacuumed every two years. c. Raingardens, infiltration basins and filtration basins. Raingardens, infiltration basins and filtration basins will be inspected annually to ensure continued live storage capacity at or above the design volume. Invasive vegetation, excess sediment and debris will be removed as needed and healthy plant growth will be maintained to ensure that the facilities continue to perform per design. d. Vegetated swales. Vegetated swales will remain free from mowing or other vegetative disturbance, fertilizer application, yard or other waste disposal, the placement of structures or any other alteration that impedes the function of the vegetated swale. e. Reporting. The Declarant will submit to the MCWD annually a brief written report that describes stormwater facility maintenance activities performed under this declaration, including dates, locations of inspections and the maintenance activities performed. M 2415 Wilshire Boulevard Mound, MN 55364 (952) 472-0604 li � To: Honorable Mayor and City Council From: Sarah Smith Date: June 21, 2017 Re: June 27, 2017 Council Consent Agenda Item - Musical Concert Permit for Special Event at Mount Olive Lutheran Church Overview. Millie Snyder, on behalf of Mount Olive Lutheran Church, has submitted a Musical Concert Permit application requesting approval to allow a solo musical performance to be held as part of a special event they are holding on Wednesday, June 28, 2017 from 4:30 p.m. to 7:00 p.m. • The special event is a family friendly community gathering that includes food (food truck), music, a door prize drawing and possible silent auction. The event is free and open to the public and is being held to promote the upcoming Teddy Bear Band Concert being held in July as well as the church's vacation bible school week in August. • Expected attendance is 100 people. • The applicant has indicated that the musical performance will be moved inside in the event of inclement weather. • The 2017 Fee Schedule, approved by the City Council at its December 13, 2016 meeting, requires a Musical Concert Permit fee of $50.00 per day unless a Public Gathering Permit fee is being paid, in which case the Musical Concert Permit fee is waived. As the event is on private property, a Public Gathering Permit is not required. Therefore, a fee of $50.00 is required for the permit. • Information about the special event and permit application was provided to Staff, the Orono Police Department, the Mound Fire Department, and the Public Works Department. Recommendation. Staff recommends approval of the Musical Concert Permit for a special event to be held at Mount Olive Lutheran Church on Wednesday, June 27,2017 from 4:30 p.m. to 7:00 p.m subject to the following conditions: 1. Applicant shall be responsible for procurement of all required public agency permits that are needed to hold the event. -1705- 2. Amplified music, speakers and PA/sound systems are to be directed in the direction best suited to minimize impact upon neighbors. 3. Any signage for the event shall be in accordance with City Code Chapter 119 including the need for any required permits. 4. Payment of $50.00 Musical Concert Permit Fee. A draft resolution, based on Staffs recommendation, has been prepared for consideration and action by the City Council. Page 2 -1706- rd OW WIN EU i WHEREAS, on December 13, 2016, the City Council of the City of Mound adopted Resolution 16-169 to establish its Fee Schedule for 2017 ("Fee Schedule"); and WHEREAS, the Fee Schedule set the Musical Concert Fee at $50 per day unless a Public Gathering Permit Fee is being paid; and WHEREAS, Millie Snyder, on June 21, 2017, submitted a Musical Concert Permit application requesting approval to allow a solo musician performance from 4:30 p.m. to 7:00 p.m.. for a special event on Wednesday, June 28, 2017 from 4:30 p.m. to 7:00 p.m. at Mount Olive Lutheran Church located at 5218 Bartlett Boulevard; and WHEREAS, the City Manager and City Staff have reviewed said application and have recommended reasonable conditions, which are as set forth in a Staff Memorandum to the City Council dated June 21, 2017; ("Conditions"); and WHEREAS, the City Council, upon recommendation of the City Manager and City Staff, reviewed the application. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound as follows: 1. The recitals set forth above are incorporated into this Resolution. 2. The Musical Concert Permit is approved with Conditions. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, Clerk -1707- Mayor Mark Wegscheid t r "Im•� lo t it MUSICICAL CONCERT PERMIT APPLICATION (including, but not limited to, live music, music provided by a disc jockey, and/or any type of amplified music) EVENT: Taste of Target Field Food Truck LOCATION OF MUSICAL CONCERT: Mt Olive Lutheran Church parking lot, will move indoors if it rains TYPE OF MUSICICAL CONCERT: Solo musician with guitar TIME PERIOD OF MUSICAL CONCERT approx 5:00p -7:00p (HOURS PERMITTED: Mon - Sun: 7:00 am - 10:00 pm) REQUESTED EXTENSION OF HOURS: (Council approval must be received to conduct a musical concert after 10:00 pm) A certificate of insurance naming the City of Mound as Certificate Holder/Additional Insured is required with respect to the City's ownership of the public lands. The permit holder must waive their right to subrogation in favor of the certificate holder. APPLICANT: Mt Olive Lutheran Church CONTACT: Millie Snyder ADDRESS: 5218 Bartlett Blvd, Mound, MN 55364 ADDRESS: 4749 S Lake Sarah Dr. Independence, MN 55359 E-MAIL mgsnyder@usfamly.net HOME PHONE #: 612-309-7558 WORK PHONE #:. Church# 952-472-2756 6/21/17 Millie Snyder Date Applicant's Signature Iwo n. 2415 Wilshire Boulevard Mound, MN 55364 (952) 472-0604 To: Honorable Mayor and City Council From: Sarah Smith Date: June 21, 2017 Re: June 27, 2017 Council Consent Agenda Item -Resolution Delegating WCA LGU Authority to City of Minnetrista for MCES L-38 Forcemain Interceptor Project No. 7021 Summary. A draft resolution has been prepared for consideration by the City Council to delegate its Local Governmental Unit (LGU) authority, under the MN Wetland Conservation Act, to the City of Minnetrista, for the purpose of conducting the required wetland review for the MCES L-38 Forcemain Interceptor Project No. 7021 as the majority of the wetland is within Minnetrista jurisdiction. Members are advised that MN Rules allows a city to delegate implementation of the wetland regulations to another governmental entity by resolution. Recommendation. Staff recommends approval of the attached Resolution. -1709- CITY OF MOUND RESOLUTION NO. RESOLUTION DELEGATING MINNESOTA WETLAND CONSERVATION ACT (WCA) LGU AUTHORITY TO THE CITY OF MINNETRISTA FOR METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES (MCES) L-38 FORCEMAIN INTERCEPTOR PROJECT NO. 7021 WHEREAS, the Minnesota Wetland Conservation Act of 1991 (WCA) requires local government units (LGUs) to implement the rules and regulations promulgated by the Board of Water and Soil Resources (BWSR) pertaining to wetland draining, filling and excavation; and WHEREAS, Minnesota Rules, chapter 8420 have been adopted by BWSR in accordance with the rulemaking provisions of Minnesota Statutes, chapter 14, for the purpose of implementing WCA; and WHEREAS, Minnesota Rules 8420.0200, Subpart 1, Item E allows a county, city, or town to delegate implementation of chapter 8420 and the act to another governmental entity by the passage of resolutions by both parties; and WHEREAS, both parties must provide notice to BWSR, the Department of Natural Resources, and the Soil and Water Conservation District of the delegation, including a copy of the resolution and a description of the applicable geographic area, within 15 business days of adoption of the resolution. THEREFORE, BE IT RESOLVED by the City Council of the City of Mound is the authority and has the administrative responsibility to implement WCA as the LGU within the legal boundaries of the City of Mound for the Metropolitan Council Environmental Services (MCES) L-38 Forcemain Interceptor Project No. # 7021, as defined, is delegated to the City of Minnetrista, as of June 27, 2017, in accordance with Minnesota Rules, Chapter 8420. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, Clerk -1710- Mark Wegscheid, Mayor CITY OF MOUND RESOLUTION NO. 17 - RESOLUTION RECEIVING FEASIBILITY REPORT AND CALLING FOR HEARING ON THE 2018 STREET, UTILITY, AND RETAINING WALL IMPROVEMENT PROJECT — WESTEDGE BOULEVARD, CITY PROJECT NO. PW -18-01 WHEREAS, pursuant to a Resolution 17-39 adopted by the Council on March 14, 2017, a report has been prepared by Bolton & Menk, Inc. with reference to the proposed improvement of Westedge Boulevard from Halstead Lane to Bartlett Boulevard, hereafter known as the 2018 Street, Utility and Retaining Wall Improvement Project and this report was received by the City Council on the 27th day of June, 2017; and WHEREAS, the report provides information regarding whether the proposed improvement is necessary, cost-effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels; and WHEREAS, it has been determined that the City project would most cost effectively be completed in partnership with the Metropolitan Council's forcemain improvement project from their L38 lift station which impacts Westedge Boulevard; NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Mound, Minnesota: 1. The Council will consider the 2018 Street, Utility and Retaining Wall Improvement Project in accordance with the report and the assessment of affected properties for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of the City improvement of $1,844,000. 2. A public hearing shall be held on such proposed improvement on the 25th day of July, 2017, in the council chambers of city hall at 7:00 p.m. and the clerk shall give mailed and published notice of such hearing and improvement as required by law. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, City Clerk -1711- Mayor, Mark Wegscheid Executive Summary TO: Honorable Mayor and City Council FROM: Sarah Smith, Community Development Director Rita Trapp and Laura Chamberlain, Consulting City Planners DATE: June 22, 2017 SUBJECT: Serenity Hill on Halsted Bay Project • Approving Major Subdivision — Final Plat of Serenity Hill on Halsted Bay • Approving Planned Development Area Agreement for Serenity Hill on Halsted Bay Summary On January 10, 2017, the City Council approved the Major Subdivision — Preliminary Plat, a Conditional Use Permit and Variances for Serenity Hill on Halsted Bay for the construction of a 10 -unit, active senior, condominium multi -family building at 6639 Bartlett Boulevard. The proposed project is part of a larger development, encompassing both Minnetrista and Mound, to provide a "quiet community' for homeowners 60 years and older with a total of 70 condominium units in six buildings. A Major Subdivision -Final Plat for the project has been submitted by the applicant. A review of the major subdivision -final plat finds that the final plat is consistent with the previously approved preliminary plat. The following are updates on some conditions related to the previous approvals: • All charges and fees have been incorporated into the Planned Development Area Agreement ("Agreement"). • An update regarding Hennepin County's review of the revised plans related to their previous comments provided to the applicant will be provided at the meeting. • According to information from Minnehaha Creek Watershed District (MCWD) Staff, the Serenity Hills project has been conditionally approved by the MCWD pending receipt of an NPDES permit, recordation of maintenance declaration for stormwater management infrastructure, submissions of finance assurance for erosion control and stormwater management infrastructure, and reimbursement of fees. -1712- The applicant will work cooperatively with the neighbor to the east on landscaping and screening. A condition related to an approved landscaping and lighting plan have been included in the final plat conditions. A cross access agreement to allow access to the Mound building through the Minnetrista portion of the project has yet to be established. This has been made a condition of the final plat. • The rezoning previously approved was contingent on the approval of the final plat. Once the final plat is approved the ordinance approving the rezoning of this property will be published and put into effect. Discussion/Additional Information • The final plat for Serenity Hill on Halsted Bay was approved by the City of Minnetrista subject to conditions. ® Staff is recommending fewer drainage and utility easements than is customary on the site due to a number of site specific conditions include lot width and topography. In particular, the retention of the boundary line between the two cities creates an arbitrary internal boundary to an otherwise cohesive project. Therefore, along the westerly lot line with Minnetrista, a drainage and utility easement will not be required as it is being provided on the Minnetrista side and it would interfere with the building and landscaping. On the east side a drainage and utility easement is not being required to allow for additional landscaping and screening of the adjacent single family property. • The applicant closed on the purchase of the subject property in Mound. • The applicant has requested a MCES SAC determination for the subject property. Timeline for Consideration Minnesota statutes requires action on final plat applications within 60 -days. The application was submitted on February 28, 2017 and the original deadline for action was April 29, 2017. The applicant, on April 14, 2017 provided the City of Mound with an written extension for 60 - days beyond the original deadline which is on or around June 28, 2017. The applicant, on June 22, 2017, provided the City with an additional extension for 60 -additional days beyond the current deadline. Notification Adjacent property owners per Hennepin County Property Information website were notified by letter on June 21, 2017 that the final plat was being included on the Tuesday, June 27, 2017 City Council meeting agenda for consideration/action. -1713- Recommendation Staff recommends that the City Council adopt the following resolutions: 1. Resolution No. 17 Approving Major Subdivision -Final Plat for Serenity Hill on Halsted Bay 2. Resolution No. 17-_ Approving Planned Area Development Agreement for Serenity Hill on Halsted Bay -1714- SERENITY HILL OV V4LSTED 134Y WHEREAS, the applicant, Serenity Hill of Lake Minnetonka LLC, has submitted a major - subdivision final plat application to plat the proposed Serenity Hill on Halsted Bay project as described in Exhibit A; and WHEREAS, the subject site is generally located at Halsted Avenue and Bartlett Boulevard (County Road 110 West) in the City of Mound at the address of 6639 Bartlett Boulevard; and WHEREAS, the major subdivision -final plat is consistent with the major subdivision - preliminary plat which was approved by the City Council by Resolution No. 17-16 on January 10, 2017; and WHEREAS, Staff reviewed the application and recommended approval of the major subdivision -final plat with conditions; and WHEREAS, the City Council reviewed the major subdivision -final plat request at its June 27, 2017 meeting and determined that the proposed plat is consistent with the plans and policies of the City; and WHEREAS, the applicant made a separate application to the City of Minnetrista for a final plat subdivision review for Serenity Hill on Halsted Bay; and WHEREAS, the final plat for Serenity Hill on Halsted Bay was approved, subject to conditions, by the City of Minnetrista; and WHEREAS, in granting approval of the major subdivision -final plat, the City Council hereby makes the following findings of fact: 1. The proposed final plat is consistent with applicable development plans and policies of the City of Mound. 2. The proposed final plat is in all respects consistent with the preliminary plat. 3. The proposed development will not negatively impact the public health, safety or welfare of the community. -1715- NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Mound, that the major subdivision -final plat requested by the applicant is hereby approved with the following conditions: 1. The final plat drawing included as Exhibit B is hereby incorporated into this Resolution and all improvements shall be as shown on the plans or as modified under the approval of the City. 2. Applicant shall meet all conditions included in the official resolutions approving the major subdivision -preliminary plat and the conditional use permit/variances, as approved by the City Council on July 12, 2016. 3. Lighting for the project shall meet the requirements of the City Code. Applicant shall be required to submit a lighting photometric plan which shall be .subject to review and approval of Staff 4. A revised landscaping plan shall be submitted that shows how the building will be further screened to the east property line. The plan shall be subject to approval by Staff. 5. The proposed fence between 6641 Halsted Avenue and the project site shall be limited to 6 feet in all areas with the exception of the portion of the fence between the middle/rear of the house to the south edge of the deck which is allowed up to 8 feet in height. The new fence cannot be constructed below the 931.5 elevation unless a permit is received from the Minnehaha Creek Watershed District. The fence must be constructed at a 933.0 RFPE as required by City Code. 6. Overall hardcover on the Mound site shall be within the 30 percent maximum allowance for a non -lot of record. Reductions for use of pervious product shall not exceed 85 percent and shall require the submittal of engineering specifications for review and approval by the City Manager -Public Works Director or designee. 7. All submitted documents shall be resubmitted with the property owner being changed to Serenity Hill of Lake Minnetonka, LLC and the developer's engineer/surveyor shall make revisions to the documents to eliminate any overlap. 8. Applicant shall pay all costs associated with the final plat application. 9. The applicant shall meet all requirements and conditions identified in the Planned Development Area Agreement. All costs associated with preparation of the Planned Development Area Agreement shall be the responsibility of the applicant. 10. Approval of the revised plans by Hennepin County. sun 11. Applicant shall be responsible for procurement of any and/or all public agency permits including the submittal of all required information prior to building permit issuance. 12. The applicant shall record the resolution(s), the final plat, the development agreement and all other required documents with Hennepin County. The applicant is advised that the resolution(s), the final plat and all other required documents will not be released for recording until all conditions have been met. Release of the resolutions for recording shall be deemed conclusive proof that all conditions have been met. 13. No future approval of any development plans and/or building permits is included as part of this action. 14. The applicant shall satisfy all items included in the Plat Opinion prepared by the City Attorney. 15. The MCES SAC charge for the project shall as set forth in the Planned Development Area Agreement. A MCES Sewer Availability Charge determination letter shall be provided by the applicant. 16. Sewer and watermain area trunk charges for the project shall be as set forth in the Planned Development Area Agreement for the project. The current trunk charge for sewer and water, per unit, is $2000.00 each. 17. The park dedication fee amount shall be as set forth in the Planned Development Area Agreement for the project. 18. Sewer connection and water connection fees shall be as set forth in the Planned Development Area Agreement. The 2016 sewer connection and water connection fees are $240.00 each. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, C,erk Mark Wegscheid, Mayor -1717- EXHIBIT Legal Description -1718- Final Plat Drawing Imme RESOLUTION APPROVING PLANNED AREA DEVELOPMENT AGREEMENT FOR SERENITY HILL ON HALSTED BAY WHEREAS, the applicant, Serenity Hills of Lake Minnetonka LLC ("Developer') has submitted a major -subdivision final plat application to plat the proposed Serenity Hill on Halsted Bay as described in Exhibit A; and WHEREAS, the subject property is generally located at Halsted Avenue and Bartlett Boulevard (County Road 110 West) in the City of Mound at the address of 6639 Bartlett Boulevard; and WHEREAS, the City of Mound ("City") approved the major subdivision -preliminary plat by Resolution No. 17-16 on January 10, 2017, a CUP -PDA and Variance by Resolution No. 17-17 on January 10, 2017, and the major subdivision -final plat by Resolution No. 17- on June 27, 2016 for Serenity Hill on Halsted Bay, contingent upon compliance with certain City requirements including, but not limited to, the matters set forth in these Resolutions; and WHEREAS, a condition of Resolution No. 17-- is the preparation of a development agreement between the City and the Developer; and WHEREAS, the City and the Developer now desire to enter into a Planned Development Area Area Agreement ("Agreement") setting forth certain requirements and obligations relating to the development of the Subject Property as shown on the attached Exhibit B; and WHEREAS, this Agreement is intended to replace and supersede all previous oral agreements, previous development and early start agreements and related amendments thereto, and previous negotiations between the parties in relation to the Subject Property; and WHEREAS, City staff recommend the approval of this Agreement; and WHEREAS, the City Council considered this recommendation at its regular meeting on June 27, 2017. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound, that the Planned Development Area Agreement for the Serenity Hill on Halsted Bay Major Subdivision - Final Plat is hereby approved with the following conditions: 1. The recitals set forth above are expressly incorporated herein. 2. The final form and content of the Planned Development Area Agreement, including any Exhibits to the Planned Development Area Agreement and whose, execution is required by the Development Agreement, shall be in substantially the same form as Exhibit B and shall be subject to the review and acceptance of the City Attorney. 3. The Mayor and City Manager are authorized to execute the Planned Development Area Agreement in substantially the same form as Exhibit B as well as all related documents that are included as Exhibits to the Development Agreement. -1720- 4. The Developer shall be responsible for recording the Planned Development Area Agreement as well as all related documents that are included as Exhibits to the Development Agreement with Hennepin County and providing evidence of such recording to the City of Mound. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, Clerk -1721- Mark Wegscheid, Mayor Legal Description Planned Development Area Agreement -1723- PLANNED DEVELOPMENT AREA AGREEMENT BY AND AMONG THE CITY OF MOUND AND SERENITY HILL OF LAKE MINNETONKA, LLC AND SERENITY INVESTMENTS, LLC FOR SERENITY HILL ON HALSTED BAY This document drafted by: Kennedy & Graven, Chartered 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 (612) 337-9300 (TJG) -1724- 496841v7 TJG MU200-200 TABLE OF CONTENTS (will need to be revised) 1. Right to Proceed...............................................................................................................1 2. Plans; Improvements........................................................................................................2 3. Erosion Control.................................................................................................................3 4. Site Grading; Haul Routes................................................................ 5. Construction of Subdivision Improvements.....................................................................4 6. Streets............................................................................................................................... 5 7. Sanitary Sewer and Water Improvements........................................................................6 8. Stormwater Improvements...............................................................................................6 9. Landscaping Plan; Tree Replacement.............................................................................. 7 10. Street Lighting; Street Signs.............................................................................................7 11. Site Plan............................................................................................................................7 12. Homeowners' Association................................................................................................7 13. Trunk Charges and Connection Rates..............................................................................8 14. Park Dedication Requirements......................................................................................... 8 15. Metropolitan Council Environmental Services (MCES) SAC Charges .......................... 8 16. Early Start Agreement.....................................................................................................8 17. Financial Guaranty, Developer Items............................................................................... 8 18. Responsibility for Costs.................................................................................................... 8 19. Developer's Default..........................................................................................................9 20. Insurance........................................................................................................................... 9 21. Floodplain Regulations...................................................................................................10 22. No Building Permits Approved; Certificates of Occupancy..........................................10 23. Clean up and Dust Control.............................................................................................10 24. Compliance with Laws.....................................................................................:.............10 25. Agreement Runs With the Land.....................................................................................10 26. Agreement is with City of Mound.................................................................................. 11 27. Indemnification...............................................................................................................11 28. Assignment.....................................................................................................................11 29. Notices............................................................................................................................11 30. Severability.....................................................................................................................12 31. Non-waiver.....................................................................................................................12 32. Counterparts....................................................................................................................12 SIGNATURES............................................................................................................................12-15 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY EXHIBIT B LIST OF PLAN DOCUMENTS EXHIBIT C DEVELOPER ITEMS - COST ESTIMATES -17�5- 496841v7 TJG MU200-200 This Planned Development Area Agreement (the "Agreement") is made and entered into this day of , 2017 by and between the City of Mound, a municipal corporation under the laws of Minnesota (the "City"), and Serenity Hill of Lake Minnetonka, LLC, a Minnesota limited liability company, and Serenity Investments, LLC, an Illinois limited liability company (collectively, the "Developer"). WITNESSETH: WHEREAS, the Developer is the fee owner of land in the City which is legally described in Exhibit A attached hereto (the "Property") and which is being platted as Serenity Hill on Halsted Bay; and WHEREAS, the City approved a comprehensive pian amendment to reguide the Property from low density residential to medium density residential by Resolution No. 16-119; acted to put the comprehensive plan amendment into effect by Resolution No. 17-_; rezoned the Property from R-1 single-family residential to R-3 multiple—family residential by Ordinance No. 12-2016 adopted on September 27, 2016 and approved the Preliminary Plat by Resolution No. 17-16 adopted January 10, 2017; and on , 2017, adopted Resolution No. 17- , granting final approval of the plat of Serenity Hill on Halsted Bay (collectively, the "City Approvals"); and WHEREAS, the approval of the final plat of Serenity Hill on Halsted Bay is contingent upon the Developer entering into a development agreement satisfactory to the City regarding the subdivision of the Property (the "Subdivision"); and WHEREAS, the Subdivision is located within both the City of Minnetrista and the City of Mound (with a majority of the Subdivision being located in Minnetrista), so the Developer is required to enter into separate development agreements with both cities and comply with the requirements of each. NOW, THEREFORE, based on the mutual covenants and obligations contained herein, the parties agree as follows: 1. Right to Proceed. The Developer may not construct public or private improvements or any buildings within the Subdivision until all the following conditions precedent have been satisfied or an Early Start Agreement has been requested by the Developer and approved by the City: a) the final plat of Serenity Hill on Halsted Bay has been recorded with Hennepin County; b) this Agreement has been executed by the Developer and the City and recorded with Hennepin County; C) final engineering and construction plans in paper and digital form for the Subdivision Improvements (as hereinafter defined) have been submitted by the Developer and approved by the City Manager -Public Works Director; -1726- 496841v7TJG MU200-200 d) the Developer has reimbursed the City for all legal, engineering and administrative expenses incurred to date regarding the Subdivision; e) all erosion control measures are in place; f) the Developer has received all required permits or licenses from the Minnehaha Creek Watershed District, Hennepin County, the Minnesota Pollution Control Agency, the Minnesota Department of Health, the Metropolitan Council, the Lake Minnetonka Conservation District and any other entity having jurisdiction over the Subdivision; g) the Developer or the Developer's engineer has initiated and attended a preconstruction meeting with the City Engineer- Public Works Director and Staff to include the General Contractor and private utility representatives. The City Manager- Public Works Director and Developer may request attendance from subcontractors or public agencies; and h) the City has issued a notice that all conditions precedent have been satisfied and that the Developer may proceed. 2. Plans; Improvements. a) The Developer agrees to develop the Subdivision in accordance with this Agreement and the City Approvals. The City Approvals are hereby incorporated by reference into this Agreement and made a part hereof. The Developer also agrees to construct all required improvements within and adjacent to the Subdivision in accordance with the approved engineering and construction plans (collectively, the "Plans") which are listed on Exhibit B. The Plans must be filed with the City Manager -Public Works Director and approved prior to commencement of construction of the required improvements. Plans shall be consistent with the City Approvals. Any listed improvement for which no plan sheet is identified shall be subject to review and approval by the City Manager -Public Works Director. None of the improvements will be constructed until the City Manager -Public Works Director has reviewed and approved the plans and specifications, which review shall be consistent with standard City practices. The improvements shall be materially constructed substantially in accordance with City specifications and the Plans. Prior to beginning construction, the Developer or the Developer's engineer will schedule a preconstruction meeting with all parties concerned, including City staff and engineers to review the program for construction work. All labor and work will be done and performed in substantial conformance with the Plans. The Plans may not be modified by the Developer without the prior written approval of the City. b) In developing the Subdivision in accordance with the Plans, the Developer shall make or install at its sole expense the following public and private improvements (collectively, the "Subdivision Improvements"): 1. site grading; 2. reconstruction of Halstead Avenue (both north/south and east/west segments) and improvements to Co. Rd. 110; 3. sanitary sewer; 4. municipal water distribution system; and 5. stormwater facilities. -1727- 496841v7 TJG MU200-200 In addition, the Developer shall construct the following private improvements (collectively, the "Private Improvements") in connection with or after site plan approval: 1. landscape irrigation system; 2. landscaping; 3. street lighting, signage, and boulevard landscaping; 4. private drives and parking areas; S. retaining walls; and 6. all proposed recreational amenities. c) All work performed by or on behalf of the Developer on or related to the Subdivision, including construction of the Subdivision Improvements and Private Improvements and construction of buildings on the lots, shall be restricted to the hours of 7:00 a.m. through 7:00 p.m., Monday through Friday and 8:00 a.m. through 6:00 p.m. on Saturday. No construction work shall be performed on Sundays or on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving or Christmas. 3. Erosion Control. a) All construction regarding the Subdivision Improvements shall be conducted in a manner designed to control erosion and in compliance with the regulations from the Minnehaha Creek Watershed District ("MCWD") and all City ordinances and other requirements, including the City's permit with the Minnesota Pollution Control Agency regarding municipal separate storm sewer system program. Before any portion of the Property or adjacent area is rough graded, the Developer shall obtain all required agency permitting for the site alteration activities including, but not limited to, an erosion control permit from the Minnehaha Creek Watershed District. The erosion control plan for the site shall also be subject to review and acceptance by the Public Works Director or designee. The City may impose additional reasonable erosion control requirements after the MCWD's approval of the permit, if deems necessary due to a change in conditions. All areas disturbed by grading shall be reseeded promptly after the completion of the work in that area unless construction of streets or utilities, buildings or other improvements is anticipated immediately thereafter. Except as otherwise provided in the approved MCWD erosion control permit, seed shall provide a temporary ground cover as rapidly as possible. All seeded areas shall be mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. b) If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City shall contact the MCWD or may take such action as it deems reasonably necessary to control erosion based on the urgency of the situation. The City agrees to provide reasonable notice to the Developer in advance of any proposed action, including notice by telephone or email in the case of emergencies, but limited notice by the City when conditions so dictate will not affect the Developer's obligations or the City's rights hereunder. C) The Developer agrees to reimburse the City for all expenses it incurs in connection with any action it takes to control erosion. No grading or construction of the -17�2$- 496841v7 TJG MU200-200 Subdivision Improvements will be allowed and no building permits will be issued within the Subdivision unless the Developer is in full compliance with the erosion control requirements. The erosion control measures specified in the Plans or otherwise required within the Property or adjacent areas shall be binding on the Developer and its successors and assigns. 4. Site Grading; Haul Routes. a) All site and other grading must be done in compliance with the Plans, required erosion control measures and permitting by the MCWD and all requirements of the Minnesota Pollution Control Agency regarding contaminated soils. The City may withhold issuance of a building permit for any structure within the Subdivision until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City. Within 30 days after completion of the grading, or such other period acceptable to the City's engineer, the Developer shall provide the City with an "as constructed" grading plan and a certification by a registered land surveyor or engineer. b) The Developer agrees that any fill material which must be brought to or removed from the Property while grading or during construction of the Subdivision Improvements or any buildings within the Subdivision will be transported using the haul route established by the City. Construction equipment and building materials used in constructing the Subdivision Improvements and the buildings on the Property will also be transported over the haul route. The City designates Bartlett Boulevard / Co. Rd. 110 as the haul route. 5. Construction of Subdivision Improvements. a) All Subdivision Improvements shall be installed in accordance with this Agreement, the Plans, the City Approvals, the City's subdivision regulations, the City's engineering standards (as hereinafter defined) for utility construction and the requirements of the City engineer. All utilities shall be installed underground. The Developer shall submit plans and specifications for the Subdivision Improvements prepared by a registered professional engineer. The Developer shall obtain any necessary permits from the Minnesota Pollution Control Agency, the Metropolitan Council, the Minnesota Department of Health, the Minnehaha Creek Watershed District, Hennepin County, the Lake Minnetonka Conservation District and any other agency having jurisdiction over the Subdivision before proceeding with construction. The City shall inspect all work at the Developer's expense. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. Prior to beginning construction, the Developer or the Developer's engineer shall schedule a preconstruction meeting with all parties concerned, including the City staff and engineers, to review the program for the construction work. b) Within 180 days after the completion of the Subdivision Improvements, the Developer shall supply the City with a complete set of reproducible "as constructed" plans and three complete sets of paper "as constructed" plans, each prepared in accordance with City standards and in AutoCAD format based on Hennepin County coordinates. Sanitary sewer, water and stormwater "as constructed" plans shall also be submitted to the City in GIS format compatible with ArcMap 10 in the coordinates and with the attributes directed by the City engineer. Iron monuments must be installed in the Subdivision in accordance with Minnesota Statutes. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. All Subdivision Improvements required by this Agreement -1729- 496841v7 TJG MU200-200 shall be completed by no later than October 31, 2018 except as specifically noted otherwise in this Agreement. c) The Developer agrees to require its contractor to provide to the City a warranty bond against defects in labor and materials for the Subdivision Improvements for a period of two years from the date of their acceptance by the City or from their completion in the case of the stormwater facilities. During such period, the Developer agrees to repair or replace any Subdivision Improvement, or portion or element thereof, which shows signs of failure, normal wear and tear excepted. A decision regarding whether a Subdivision Improvement shows signs of failure shall be made by the City in the reasonable exercise of its judgment. If the Developer fails to repair or replace a defective Subdivision Improvement during the warranty period, the City may repair or replace the defective portion. The Developer agrees to reimburse the City fully for the cost of all Subdivision Improvement repairs or replacement. Such reimbursement must be made within 45 days of the date upon which the City notifies the Developer of the cost due under this section. If the Developer fails to make required payments to the City, the Developer hereby consents to the City levying special assessments for any unreimbursed amount associated with such costs against the Property. The Developer, on behalf of itself and its successors and assigns, acknowledges the benefit to the Property of the repair or replacement of the Subdivision Improvements and hereby consents to such assessment and waives the right to a hearing or notice of hearing or any appeal thereon under Minnesota Statutes, Chapter 429. d) No building permit shall be issued for structures within the Subdivision until adequate street access and sanitary sewer and water are available to the building in question unless an Early Start Agreement has been requested by the Developer and approved by the City Council If building permits are issued prior to the completion and acceptance of all Subdivision Improvements serving any building, the final wear course of bituminous excepted, the Developer assumes all liability and costs resulting in delays in completion of the Subdivision Improvements and damage to the Subdivision Improvements caused by the City, the Developer, its contractors, subcontractors, materialmen, employees, agents, or third parties. No temporary or permanent certificate of occupancy shall be issued for any building or any unit therein within the Subdivision until all streets, except for the final wear course of bituminous, and all utilities have been completed for the Subdivision. 6. Streets. a) The Developer agrees to reconstruct both the north/south and east/west segments of Halstead Avenue in Minnetrista and Mound within the Subdivision in accordance with City specifications and the Plans. The City's street specifications are contained in the most recent edition of its engineering standards (the "Engineering Standards"), which is hereby incorporated into this Agreement by reference. If there is a conflict between the Plans and the Engineering Standards, the Engineering Standards shall prevail except when an alternative has been explicitly approved in writing by the City. b) The base course of Halstead Avenue shall be completed by no later than the date for completion of all Subdivision Improvements. The final wear course of bituminous shall be completed no earlier than spring 2018 and no later than October 31, 2019. -1730- 496841v7 TJG NW200-200 c) In order to allow the Developer to reconstruct Halstead Avenue and utility improvements within the Subdivision, the City hereby agrees to grant to the Developer a temporary easement for purposes of street and utility installation over, under and across the portions of Halstead Avenue located within Mound. The Developer shall seek and obtain similar permission from Minnetrista for work on the segment of Halstead Avenue located in that city. The temporary easement will commence upon filing of the plat of Serenity Hill on Halstead Bay with Hennepin County and shall terminate upon completion and acceptance by the City of the work described herein regarding road and utility construction. d) The Developer also agrees to construct all improvements on Co. Rd. 110 and comply with all recommendations of Hennepin County. The Developer shall obtain the necessary permit from Hennepin County before proceeding with the work within the Co. Rd. 110 right -of- way - 7. Sanitary Sewer and Water Improvements. The Developer agrees to construct sanitary sewer and water lines to serve the buildings within the Subdivision. The Developer's work in constructing and extending the utilities must be in accordance with the Plans and must comply with all City requirements regarding such utilities. The sanitary sewer and water Subdivision Improvements will be dedicated by the Developer to the City as public improvements upon completion and acceptance by the City. The City agrees to accept the sanitary sewer and water improvements for maintenance after receipt of the required warranty bond if they are deemed by the City to have been constructed according to City specifications, including the Engineering Standards and the Plans. 8. Stormwater Improvements. a) The Developer agrees to construct the stormwater facilities in accordance with the Plans and in compliance with the permit approved by the MCWD . The stormwater facilities include but are not limited to the ponds and all other improvements shown on the Plans. b) The stormwater facilities serving the Subdivision will remain private and will be maintained by the Developer at its sole expense until turned over to the HOA, as hereinafter defined. The City does not intend to accept the stormwater facilities as public and does not intend to maintain them. The Developer acknowledges that i) the stormwater facilities will not be accepted by the City; ii) the City does not plan to maintain or pay for maintenance, repair or replacement of the stormwater facilities and that the Developer initially and the HOA ultimately will have responsibility for such work; iii) the City has the right but not the obligation to perform necessary work upon the failure or refusal by the Developer or HOA to do so; and iv) if the City performs any work on the stormwater facilities, the City has the right to specially assess or otherwise recover the cost of such work against the Property. C) The Developer shall establish an HOA which shall be responsible for the maintenance, repair or replacement of all stormwater facilities serving the Property. The Developer agrees to inform purchasers of units within the Subdivision that i) the City does not plan to maintain or pay for maintenance, repair or replacement of the stormwater facilities and that the HOA will have primary responsibility for such work; ii) the City has the right but not the obligation to perform necessary work upon the failure or refusal by the HOA to do so; and iii) if -1Z31- 4968410 TJG MU200-200 the City performs any work on the stormwater facilities, the City intends to recover the cost of such work from the owners of the units within the Subdivision. 9. Landscaping Plan; Tree Replacement. a) The Developer agrees to install landscaping within the Subdivision in accordance with the Plans and City Approvals. All landscaping shall include hardy, non-invasive and drought tolerant species appropriate for Minnesota. All landscaping materials shown on the Plans shall be maintained and replaced if they die within two years. The Developer also agrees to install the private landscape irrigation system shown on the Plans. Maintenance for all landscaping and plantings for the Project, including irrigation, shall be the responsibility of the Homeowners' Association established pursuant to Section 12 and shall be included in the covenants of the Homeowners' Association. 10. Street Lighting; Street Signs. a) The Developer agrees to install street lighting within the Subdivision and shall pay for same. Prior to the issuance of any building permits, the Developer shall submit lighting details to the City for review and approval by City staff. All lighting shall meet City standards. Street lighting shall include lighting fixtures approved by the City and shall be equipped with luminaries which allow no light more than five percent above the horizontal plane. The Developer initially and the HOA ultimately will maintain and replace the street lighting fixtures and be responsible for the electric bill for same. b) The Developer agrees to install all street signs within the Subdivision in accordance with the Plans and shall pay for same. The Developer initially and the HOA ultimately will be required to pay for repair or replacement of street signs within the Subdivision. 11. Site Plan. a) The City Approvals granted at or prior to the time of approval of this Agreement authorize platting of the Property and construction of the Subdivision Improvements in accordance with the terms herein. Development of the Subdivision also requires construction of the Private Improvements. The Private Improvements are those which are solely the responsibility of the Developer. b) The Private Improvements may be constructed by the Developer in phases except that all elements of the Private Improvements directly related to each building must be completed in conjunction with construction of that building. These include the private drives, parking areas, landscaping, irrigation system and retaining walls associated with each building. No buildings may be constructed on the Property until the Developer has submitted and the City has approved the site plan. The site plan must include the architectural guidelines to be used within the Subdivision. 12. Homeowners' Association. The Developer agrees to establish a homeowners' association (the "HOA"), which shall include all land within the Subdivision. The Developer agrees to record covenants against the Subdivision for this purpose, which covenants must be in form and substance reasonably acceptable to the City. The covenants shall provide that the units within the Subdivision shall be reserved for occupancy for persons 60 years of age or older. The covenants shall be filed by the Developer with Hennepin County prior to the sale of any unit within the Subdivision. The HOA covenants must provide for maintenance by the HOA of all -1732- 496841v7 TJG NW200-200 those lands and improvements required by this Agreement. The HOA covenants must provide that certain provisions thereof as required by this Agreement may not be amended or deleted without prior written City approval. 13. Trunk Charges and Connection Rates. a) The Developer agrees to pay a trunk area sewer charge of $2000 per unit prior to the release of the final plat of Serenity Hill on Halsted Bay for recording. The number of units for the Water Trunk Area Charges and Sewer Trunk Area Charges shall be 11 units, or as determined by the Metropolitan Council Environmental Services (MCES) SAC determination for the project. b) The Developer agrees to pay a trunk area water area charge of $2000 per unit prior to the release of the final plat of Serenity Hill on Halsted Bay for recording. The number of units for the Water Trunk Area Charges and Sewer Trunk Area Charges shall be 11 units, or as determined by the Metropolitan Council Environmental Services (MCES) SAC determination for the project. C) Sanitary sewer connection fees are $240 per residential unit and shall be due at the time of issuance of each building permit. The number of units shall be as determined by the Public Works Director d) Water connection fees are $240 per residential unit and shall be due at the time of issuance of each building permit for the number of unit(s) which shall be as determined by the Public Works Director. 14. Park Dedication Requirements. In order to satisfy the Serenity Hill on Halsted Bay park dedication requirements, the Developer shall pay to the City a fee of $61,800 prior to the release of the final plat of Serenity Hill on Halsted Bay for recording. 15. MCES SAC Charges. The Metropolitan Council Environmental Services ("MCES") Sewer Area Charge ("SAC") to be collected shall be 11 units or as determined by the MCES. The MCES SAC charge amount shall be collected at the time the building permit(s) is issued. The 2017 MCES SAC charge for a residential unit is $2485. 16. Early Start Agreement. The Developer may request approval of an early start agreement from the City to allow the commencement of construction of certain specially identified improvements prior to time such work is otherwise allowed to start under this Agreement. Any such early start agreement shall constitute an amendment to this Agreement, but only with respect to the start of construction regarding the improvements identified in the agreement. The City is not obligated to enter into an early start agreement to allow a requested early start of construction. 17. Financial Guaranty, Developer Items. Prior to commencement of construction of the Developer Items, the Developer will furnish the City an irrevocable letter of credit or other form of acceptable financial security ("Developer Item Security"), which shall be subject to review and approval by the City Attorney, in the amount of 125% of the estimated project costs for the Developer Items as set forth in Exhibit C. The letter of credit shall renew automatically until released by the City. Failure of the Developer to provide the required Developer Item 496841 v7 TJG MU200-200 Security shall constitute a default that shall be grounds for drawing on the letter of credit. The City Council may grant a reduction in the Developer Item Security upon written request by the Developer based upon the value of the completed work at the time of the requested reduction. The Developer Item Security may not be reduced to less than 20% of the original amount until all work required of the Developer by this Agreement has been completed and accepted by the City. Upon failure of the Developer to perform, the City may declare the Agreement to be in default and the amount of the Developer Item Security shall be paid over to the City. From the proceeds of the Developer Item Security, the City shall be reimbursed for any attorneys' fees, engineering fees or other technical or professional assistance, including the work of the City staff and employees, and the remainder thereof shall be used by the City to complete the Developer Items. The Developer shall be liable to the City to the extent that the Developer Item Security is inadequate to reimburse the City its costs and pay for the completion of the work. 18. Responsibility for Costs. The Developer agrees to pay to the City an administrative fee in the amount necessary to reimburse the City for its reasonable costs and expenses in reviewing the Subdivision, including the drafting and negotiation of this Agreement. The Developer agrees to reimburse the City in full for such reasonable costs within 45 days after notice in writing by the City. The Developer agrees to reimburse the City for the reasonable cost incurred in the enforcement of any provision of this Agreement, including reasonable engineering and attorneys' fees. 19. Developer's Default. In the event of default by the Developer as to construction or repair of any of the Subdivision Improvements or any other work or undertaking required by this Agreement, after providing 30 days' notice to the Developer of the nature of the default pursuant to the notice requirements in this Agreement, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City. This Agreement is a license for the City to act, and it shall not be necessary for the City to seek an order from any court for permission to enter the Property for such purposes. If the City does any such work, the City may, in addition to its other remedies, levy special assessments against the land within the Subdivision to recover the costs thereof. For this purpose, the Developer, for itself and its successors and assigns, expressly waives any and all procedural and substantive objections to the special assessments, including but not limited to, hearing requirements and any claim that the assessments exceed the benefit to the land so assessed. The Developer, for itself and its successors and assigns, also waives any appeal rights otherwise available pursuant to Minnesota Statutes, section 429.081. 20. Insurance. The Developer agrees to take out and maintain or cause to be taken out and maintained until six months after the City has accepted the Subdivision Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its contractors or subcontractors. Liability limits shall not be less than $500,000 when the claim is one for death by wrongful act or omission or for any other claim and $1,500,000 for any number of claims arising out of a single occurrence. The City shall be named as an additional insured on the policy. The certificate of insurance shall provide that the City must be given the same advance written notice of the cancellation of the insurance as is afforded to the Developer. -17gA- 496841 v7 TJG MU200-200 21. Floodplain Regulations. Except for docks and reasonable access thereto, no structures, including fences and accessory structures, may be constructed within the Subdivision below the regulatory flood protection elevation. The Developer must comply with the requirements of the City with regard to flood protection. Any utilities which are installed by the Developer on ground the surface of which is below the regulatory flood protection elevation must be flood proof in accordance with the state building code and City requirements. 22. No Building Permits Approved; Certificates of Occ pancy. a) The City Approvals and the approvals granted by the City regarding the Subdivision in this Agreement do not include approval of a building permit for any structure within the Subdivision. Following approval of the site plan by the City, the Developer must submit and the City must approve building plans prior to an application for a building permit for a structure within the Subdivision. All building pads must be certified prior to initiation of construction of a structure. The Developer or the party applying for a building permit shall be responsible for payment of the customary fees associated with the building permit and all other deferred fees as specified in this Agreement. b) No certificate of occupancy shall be issued for any building constructed in the Subdivision unless prior thereto the Private Improvements related to such building have been installed in accordance with the Plans. In cases in which seasonal weather conditions make compliance with these conditions impossible, the City may issue a temporary certificate of occupancy upon its receipt of an escrow of sufficient amount to ensure completion of the work during the following construction season. 23. Clean up and Dust Control. The Developer shall clean on a daily basis dirt and debris from Halstead Avenue, Co. Rd. 110, and any other public roads impacted by from construction work by the Developer, its contractors, agents or assigns, including any party constructing buildings within the Subdivision. Prior to any construction on the Property, the Developer shall identify to the City in writing a responsible party for erosion control, street cleaning, and street sweeping. The Developer shall provide dust control to the satisfaction of the City's engineer throughout construction within the Subdivision. 24. Compliance with Laws. The Developer agrees to comply with all laws, resolutions, ordinances, regulations and directives of the state of Minnesota and the City applicable to the Subdivision. This Agreement shall be construed according to the laws of Minnesota. Breach of the terms of this Agreement by the Developer shall be grounds for denial of building permits for buildings within the Subdivision. 25. Agreement Runs With the Land. This Agreement shall run with the Property and shall be recorded against the title thereto and shall bind and inure to the benefit of the City and the Developer and their successors and assigns. The Developer's successor in title may be responsible for obligations under this Agreement as required by the City. The Developer warrants that there are no unrecorded encumbrances or interests relating to the Subdivision. The Developer agrees to indemnify and hold the City harmless for any breach of the foregoing covenants. -1755- 496841v7 TJG MU200-200 26. Agreement is with City of Mound. A portion of the Subdivision lies in Minnetrista and will be subject to that city's ordinances, rules and requirements. The Developer acknowledges that it may be required to enter into an agreement similar to this Agreement with Minnetrista. This Agreement pertains to the portion of the Subdivision within Mound except that the Developer is required by this Agreement to construct all of the Subdivision Improvements and all of the recreational facilities element of the Private Improvements regardless of in which city those improvements are located. 27. Indemnification. The Developer hereby agrees to indemnify and hold the City and its officers, employees and agents harmless from claims by third parties arising directly from approval of the final plat of Serenity Hill on Halsted Bay and the City Approvals and any costs, damages, cost or expenses, including reasonable attorney fees, paid or incurred by the City in connection with any such claim; provided, however, that the foregoing indemnity shall not apply to claims involving (i) any negligent or otherwise wrongful acts of any staff employee of the City, or (ii) any allegations that the City has acted in a grossly negligent manner. 28. Assignment. The Developer may not assign this Agreement without the prior written permission of the City, which consent shall not be unreasonably withheld, conditioned or denied so long as the Developer and assignee are in compliance with the terms of this Agreement and there has been no uncured default by the Developer. 29. Notices. Any notice or correspondence to be given under this Agreement shall be deemed to be given if delivered personally or sent by United States certified or registered mail, postage prepaid, return receipt requested: 30. Consent. The Developer represents and warrants that there are no other persons or entities with interests in the Property except such lenders who hold mortgages on the Property and have consented to this Agreement by executing the Consent attached as Exhibit D. a) as to Developer: Serenity Hill of Lake Minnetonka, LLC Attention: Serenity Investments, LLC Attention: b) as to City: Eric Hoversten City Manager -Public Works Director City of Mound 2415 Wilshire Boulevard Mound, MN 55364 -17�6- 496841v7 TJG MU200-200 with a copy to: Troy Gilchrist, City Attorney Kennedy & Graven 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 or at such other address as either parry may from time to time notify the other in writing in accordance with this section. The Developer shall notify the City if there is any change in its name or address. 30. Severability. In the event that any provision of this Agreement shall be held invalid, illegal or unenforceable by any court of competent jurisdiction, such holding shall pertain only to such section and shall not invalidate or render unenforceable any other section or provision of this Agreement. 31. Non -waiver. Each right, power or remedy conferred upon the City by this Agreement is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, or available to the City at law or in equity, or under any other agreement. Each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. If either party waives in writing any default or nonperformance by the other parry, such waiver shall be deemed to apply only to such event and shall not waive any other prior or subsequent default. 32. Counterparts. This Agreement may be executed simultaneously in any number of counterparts, each of which shall be an original and shall constitute one and the same Agreement. [signature pages follow] -17g7- 496841 v7 TJG MU200-200 IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the day and year first above written. Mark Wegscheid, Mayor Eric Hoversten, City Manager -Public Works Director STATE OF MINNESOTA ) ) ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of 20_, by Mark Wegscheid and Eric Hoversten, the Mayor and City Manager -Public Works Director, respectively, of the City of Mound, a Minnesota municipal corporation, on behalf of the corporation. -17�8- 496841 v7 TJG W200-200 Notary Public 1 i i STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2017, by , the of Serenity Hill of Lake Minnetonka, LLC, a Minnesota limited liability company, on behalf of the limited liability company. -17�9- 496841 v7 TJG MU200-200 Notary Public M STATE OF MINNESOTA ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2017, by , the of Serenity Investments, LLC, an Illinois limited liability company, on behalf of the limited liability company. This document drafted by: Kennedy & Graven, Chartered 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 (612) 337-9300 (TJG) -1740- 496841 v7 TJG MU200-200 Notary Public EXHIBIT A TO PLANNED DEVELOPMENT • Legal Description of the Property The Property to which this Planned Area Development Agreement applies is legally described as follows: Lots 1 and 2, Block 1, and Lots 1 and 2, Block 2, Serenity Hill on Halstead Bay, Hennepin County, Minnesota -1741- A-1 496841v7 TJG MU200-200 EXAIBIT B , PLANNED DEVELOMENT List of Plan Documents The following documents constitute the Plans: [to be completed] -1Z42- 496841v7 TJG MU200-200 EXHIBIT O PLANNED x . DEVELOPMENT AREA AGREEMENT Developer Items — Cost Estimates Item description Estimated Amount Site grading, staking, erosion control, etc. Sanitary sewer Watermain Storm sewer Streets Landscaping/plantings [Developer to provide this information] -1743- 496841v'7 TJG MU200-200 x 125% EXHIBIT D TO PLANNED DEVELOPMENT Mortgage Consent (`Bank") holds a mortgage encumbering the Subject Property. The Subject Property is subject to the foregoing Development Agreement and, accordingly, Bank hereby consents to the Development Agreement; provided, that in doing so, Bank shall not be liable to the City or any other person for the performance or non-performance of the Agreement by the Developer; provided further, that in the event that Bank acquires fee title to the Subject Property by foreclosure or sale in lieu of foreclosure, Bank shall not be required to perform any of the obligations required of the Developer in said Agreement during the Bank's term of ownership so long as Bank is actively marketing the Subject Property for sale and maintaining the Subject Property in compliance with applicable ordinances. Dated: am Its: ►M ACKNOWLEDGEMENT FOR BANK STATE OF MINNESOTA ) )ss. COUNTY OF The foregoing instrument was acknowledged before me this 20_, by , the m on behalf of the under the laws of Notary Public [Developer to provide the required consents] -1L414- 496841 v7 TJG MU200-200 day of , of 2415 Wilshire Boulevard, Mound, MN 55364 Phone 952-472-0600 FAX 952-472-0620 Planning Commission Date City Council Date Case Nc FEES MUST BE SUBMITTED WITH APPLICATION. CHECK BOX TYPE OF APPLICATION FEE Subject Address SKETCH PLAN REVIEW $200* n/a PRELIMINARY PLAT er lot * X FINAL PLAT r$350+$15 per lot * n/a CONDITIONAL USE PERMIT/ PDA $350 * The applicant is: ownera other_ Email daniel@theonetreegroup.com ESCROW DEPOSIT $5,000 n/a VARIANCE $200 * TOTAL $ XXXX * CALL THE MOUND PLANNING DEPARTMENT TO CONFIRM CURRENT FEES. PLEASE PRINT OR TYPE. Major Subdivision Information -1745- (1/14/2016) Page 5 of 6 6339 Bartlett Blvd, Mound, MN (See Attachment) PROPERTY Subject Address INFO Name of Proposed Plat Serenity Hill on Halsted Bay 1,2 ,Halsted Heights ,2, & 3 n/a EXISTING Lot Block Subdivision LEGAL PID# 22-117-24-43-0007 Zoning: 8 R1A R2 R3 B1 B2 B3 (Circle one) DESCRIPTION APPLICANT The applicant is: ownera other_ Email daniel@theonetreegroup.com Name Daniel J. Andersen, D. J. Andersen Design Group Address 3540 Montgomerie Avenue, Deep Haven, MN Phone Home 612-812-3324 Work Fax Name Daniel J. Andersen, D. J. Andersen Design Group Email daniel@theonetreegroup.com OWNER 3540 Montgomerie Avenue, Deep Haven, Address (if other than applicant) Phone Home 612-812-3324 Work Fax Name Barry R. Dorniden Email DomidenB@duffyeng.com SURVEYOR/ 350 Highway 10 South St. Cloud MN 56304 Address g Y ENGINEER ---- Phone Home 320-980-5300 Work 320-258-2906 Fax 320-259-6991 Phone Major Subdivision Information -1745- (1/14/2016) Page 5 of 6 Description of Proposed Use: ® The intent of the project is to provide a "Quiet Community", this is defined as a 60 and older people group, this community is intended to provide a resort type living. The home owners will have access to Lake Minnetonka and a day dock at the lake. There will be on Pontoon boat provided to the development for fishing and sunsets. cruses.The atmosphere will be that of high amenities that will include, pickle ball, tennis, golfing, shuffle board and pool with tables and changing room. This development shall also be open to the neighborhood. EFFECTS OF THE PROPOSED USE: List impacts the proposed use will have on property in the vicinity, including, but not limited to traffic, noise, light, smoke/odor, parking, and describe the steps taken to mitigate or eliminate the impacts. (See Addendum) If applicable, a development schedule shall be attached to this application providing reasorahiA m mrnnfinaQ fnr the completion of the proposed development. Estimated Development Cost of the Project: $_ 20,000,000.00 RESIDENTIAL DEVELOPMENTS: Entire Project Number of Structures: 2 Number of Dwelling Units/Structure: 10 1 - Livable structures, 1 beach house Lot Area Per Dwelling Unit: +/- 6,291 sq. ft. Total Lot Area: +/-62,213 so. ft. Lot 2 - +/- 44,916 s.f. & Lot 2 = +/- 17,997 s.f. Has an application ever been made for zoning, variance, conditional use permit, or other zoning procedure for this property? ( ) yes, 0 no. If yes, list date(s) of application, action taken, resolution number(s) and provide copies of resolutions. Application must be signed by all owners of the subject property, or explanation given why this is not the case. I certify that all of the statements above and statements contained in any required papers or plans to be submitted herewith are true and accurate. I acknowledge that I have read all of the information provided (including Section 121 of the Mound City Ordinance) and that I am responsible for all costs incurred by the City related to the processing of this application. I consent to the entry in or upon the premises described in this application by any authorized official of the City of Mound for thepur a specting, or of posting, maintaining and removing such notices as may be required by law. Daniel J. Andersen Print Applicant's Name Daniel J. Andersen, (Owner/Seller) Print Owner's Name Print Owner's Name Applies ' nature Owner's Signature Owner's Signature Major Subdivision Information (1/14/2016) Page 6 of 6 -1746- _ (-1 Date ,z'-4-7-F--;bn Date Date Mound �4 0 Current Zoning: R-2 Low -medium density single family residence Legal Descriptions found on preliminary plat ® Tract 5 Pin 22-117-24-43-0007 (Mound) o ± 68,535 square feet ± 1.57 Acres 6639 Bartlett Blvd Current Zoning: R-1 single family residual district Legal Descriptions found on preliminary plat Proposed Zoning: Planned Unit Development (PUD) Narrative if the original intent of the project and any change to that intent The intent of the project is to provide a "Quiet Community", this is defined as a 60 and older people group, this community is intended to provide a resort type living. The home owners will have access to Lake Minnetonka and a day dock at the lake. The atmosphere will be that of high amenities that will include, pickle ball, tennis, golfing, shuffle board and pool with tables, changing room, toy storage and exercise space. • All amenities including the use of the community space at beach will be provided to the neighbors directly to the south that abut Serenity, this allows the entire neighborhood new and existing to again, have a resort type community. A key access card will be provided along with a waiver to each home owner. This will allow them to use all amenities based on the hours of operation provided by the management team at Serenity. ® The design of the buildings themselves, provided by Daniel Andersen of Serenity Hill of Lake Minnetonka LLC, also lends itself to blend into the hill, with hidden garage access. The overall exterior having an up north design will allow it also to blend into F:\SURVEY\2015\ Anderson Dan Minnetrista\City of i 1747 7-2017\A City of Mound Request 2-27-2017.doe ADDENDUM ��e4c Ir V� City of Mound 2415 Wilshire Boulevard Mound, MN 55364 Date February 27, 2017 RE: Development Project for Serenity Hill on Halsted Bay To Whom It May Concern: Daniel J. Andersen of D. J. Andersen Design Group (Owner) and Mike Pint of Winsted Investments LLC (Owner/Seller), wish to develop tracts of land located in both the City of Mound and City of Minnetrista. The Closing on the subject property will occur shortly, with Mr. Andersen's team being the sole owners. Minnetrista • Tract 1 Pin 22-117-24-43-0042 (Minnetrista) o ± 199,344 square feet - ± 4.58 Acres 6750 Halstead Avenue ® Tract 2 Pin 22-117-24-43-0004 (Minnetrista) o ± 24,067 square feet - t 0.55 Acres Address Unassigned ® Tract 3 Pin 22-117-24-43-0003 (Minnetrista) o ± 26,136 square feet ± 0.60 Acres 6710 Halstead Ave Tract 4 Pin 22-117-24-43-0002 (Minnetrista) o ± 199,006 square feet ± 4.57 Acres 6701 County Road 110 W F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City of V ' - -_ 2017\A City of Mound Request 2-27-2017,doe -1748- the tree lines and topography. The most important feature will be that the buildings are that of a POD design, this allows the site layout to have the perception of more green space. Working together we have moved, added and changes many items to insure this project will have and be a great benefit to the community. 0 N 11.4 Ire 11 TRACT 1 (PIN 22-117-24-43-0042) & TRACT 2 (PIN 22-117-24-43-0040) (per Abstract (Lis Pendens)) Entry No. 81 & 137 That part of Government Lot 2, Section 22, Township 117, Range 24, Hennepin County, Minnesota, described as follows: Beginning at a point on the Northwesterly line of Halsted Avenue according to the recorded plat of HALSTED PARK, distant 350.80 feet Northeasterly from the most Westerly corner of said HALSTED PARK; thence Southwesterly along said Northwesterly line of said Halsted Avenue to the East line of the recorded plat of CARDINAL MANOR; thence Northwesterly along said East line to the Northeast corner of said CARDINAL MANOR; thence Southwesterly along the Northerly line of said CARDINAL MANOR to the West line of said Government Lot 2; thence Northerly along said West line to the centerline of County Road 110; thence Northeasterly along said centerline to the Northerly extension of the East line of Kohler Street; thence Southeasterly along said Northerly extension of the East line of Kohler Street and the East line of said Kohler Street, a distance of 281.00 feet; thence deflect right 87 degrees, 34 minutes, a distance of 42.00 feet; thence Southerly to the point of beginning, F:\SLJRVEY\2015\15-134 Anderson Dan Minnetrista\City of P-.1749 r -2017\A City of Mound Request 2-27-2017.doc TRACT 3 (PIN 22-117-24-43-0003) That part of (Government) Lot 2, Section 22, Township 117 North, Range 24, West of the 5th Principal Meridian, described as follows: Commencing at a point in the northeasterly line of Koehler Street, distance 281 feet southeasterly from the center line of State Highway No. 110; thence at an angle to the left of 18 degrees 17 minutes a distance of 164 feet; thence at an angle to the left of 10 degrees 27 minutes to the northwesterly line of Halsted Avenue; thence southwesterly along said street line 170 feet; thence northwesterly to a point distance 42 feet southwesterly from the point of beginning, measured along a line deflecting to the right of 87 degrees 34 minutes from the northeasterly line of Koehler Street; thence northeasterly to the point of beginning except street. TRACT 4 (PIN 22-117-24-43-0002) (Same as Title Policy by Old republic National Title Insurance No. A22025 MM 00055078 and A22025 MM 00055080, dated December 14, 2006.) That part of (Government) Lot 2, Section 22, Township 117 North, Range 24, West of the 5th Principal Meridian, described as follows: Commencing on the west line of Government Lot 2, Section 22, Township 117, Range 24 at a point 325.07 feet North of the southwest corner of said lot; thence southeasterly along the westerly line of HALSTED PARK produced 266.5 feet to the northwesterly side of Halsted Avenue in said Addition; thence northeasterly along Halsted Avenue a distance of 520.8 feet to the easterly line of Koehler Street, which point is the point of beginning of the land to be described; thence continuing northeasterly along the northerly line of Halsted Avenue a distance of 329.2 feet to its intersection with the easterly line of HALSTED PARK extended; thence Northwesterly along easterly line of Halsted Park extended a distance of 242.5 feet to its intersection with a line parallel with and 11.2 chains (739.2 feet) east of the west line of Government Lot 2; thence north along said line to the center of County Road a distance of 249.86 feet; thence westerly along the center line of County Road 477.0 feet to the east line of Koehler Street; thence southeasterly at an angle of 88 degrees 45 minutes a distance of 281 feet; thence at an angle to the left of this line extended 18 degrees 17 minutes a distance of 164.0 feet; thence at an angle of 10 degrees 27 minutes to the left of this line extended 89.1 feet to the point of beginning; Hennepin County, Minnesota. F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City of 1-1750-7-2017\A City of Mound Request 2-27-2017.doe luT[illj►� TRACT 5 PIN 22-117-24-43-0007 (Same as Title Policy by Old Republic National Title Insurance No. A22025 MM 00055078 and A22025 MM 00055080, dated December 14, 2006.) Lots 1, 2 and 3, Halsted Heights, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City of V ' - 7-2017\A City of Mound Request 2-27-2017.doe Past Concerns Of The Neighborhood: ® The fact that Serenity is a PUD design and will allow us to spread out the buildings, provides a far greater amount of green space and tree preservation than typical, with the lay out of the buildings with no typical pattern, along with walk paths, lends its self to more of a park setting. ® One of the main concerns was walking paths and the ability to get up to 110 and surrounding walking paths that currently exist; we provide a winding path through out Serenity, as well provided space along 110 for a municipal walking path East to West in the future. • We will only be providing a 2 story (main floor with walk out) building simply for community meetings, and to enjoy a family barbeque with a swimming beach. ® The design of the buildings themselves, provided by Daniel Andersen of Serenity Hill of Lake Minnetonka LLC, also lends itself to blend into the hill, with hidden garage access. The overall exterior having an up north design will allow it also to blend into the tree lines and topography. The most important feature will be that the buildings are that of a POD design, this allows the site layout to have the perception of more green space. F:\SURVEY\2015U5-134 Anderson Dan Minnetrista\City of? _1752 7-2017\A City of Mound Request2-27-2017.doc Livability, Value, Potential Future Development, Etc. • Historically, the site appears to have been mined in the past, most likely for sand and gravel. The site has extensive amounts of fill, especially on the lower portions of the site east of Halstead Avenue and the northeast area of the site west of Halstead Avenue. • Also, an area of surface water was observed at the base of the slope west of the existing house at 6639 CR110. This likely some sort of leaking water line or buried utility. It does not seem likely that it is a natural spring. Currently the way the drainage works at this time is simple ground absorption, with the farm fields North and across County Road 110 the drainage is unmanaged. With Serenity, we have engineered two holding ponds to create a stop point for large scale water flow as well as maintenance water flow. This will also improve the drainage across Halsted Ave at the South side of Serenity for water flow to Lake Minnetonka. • Aerial photographs from the Minnesota Historical Aerial Photographs website indicate that in 1945, the site appears to be open, level agricultural field. • The aerial photograph of the area in 1960 shows the escarpment bisection the site, as well as slope washouts on that slope and on the south of the property adjacent to Halstead Avenue. • A large amount of fill was encounter in many of the soil borings. The fill was likely due to previous mining activities as well as the previous developed of a mobile home park. • The upper portion of the site to the east includes old pavement and abandoned utilities from an abandoned trailer court, which will be removed appropriately during construction. F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City of I 173 7-2017\A City of Mound Request 2-27-2017.doc a Discuss Proposed Infrastructure Extensions: ® The existing streets within the project: Serenity Place, Halstead Avenue and Cardinal Cove Drive will be upgraded to City standards with concrete curb and gutter as well as bituminous pavement section. ® The private interior drive aisles will be constructed to a similar standard. Parking requirements will be met utilizing surface parking areas as well as underground parking within the lowest level of each building. 0 Concrete sidewalks will connect the surface parking areas to the building entrances. e City sanitary sewer and water main will be extended to serve the proposed buildings and to meet the City's requirements. Storm sewer improvements will consist of a storm sewer system with two stormwater ponds to meet the requirements of the City and Watershed District. • A 5 -foot wide bituminous surfaced trail will meander through the property to connect the buildings with various amenities. These amenities include a gazebo, shuffleboard, pickle ball court, outdoor pool and pool house, putting green and a community center with lake access. F:\SURVEY\2015\15-134 Anderson Dan Minnetnsta\City oft -1754-7-2017\A City of Mound Request 2-27-2017.doc Justification That The Proposal Will Not Place An Excessive Burden On Roads (Traffic), Sewage, Water Supply, Parks, Schools, Fire, Police, Or Other Public Facilities/Services (Including Traffic Flows) In The Area. The proposed project consists of 60 units for the Minnetrista parcel and 10 units for the Mound parcel. This equates to 5.8 units per acre and 6.4 units per acre, respectively for each parcel. This proposed density is similar to other projects of this size and the proposed design is intended to not place excessive burden on the existing City infrastructure (utilities or roads). The proposed improvements to County Road 110 will improve the existing traffic conditions at its intersections with Serenity Drive and Cardinal Cove Road. Since this is a senior living development with the previously described amenities, minimal burden is placed on City parks or schools. Since the City Fire and Police departments already serve this area, no excessive burden is expected and the proposed improvements should improve access and services to the surrounding properties. F'1SURVEY\2015\15-134 Anderson Dan Minnetrista\City of T•-1755-- •_ 1755 7-2017\A City of Mound Request 2-27-2017.doe • Survey o Certificate of Survey o Preliminary Plat o Final Plat o Hughes Easement Sketch + Civil o Construction Documents o Storm Water Calculations o Easement Sketch i Landscabina — Tree Preservation o Tree Inventory o Tree Removal o Tree Replacement o Entrance Plan o Water Feature • Wetlands 0 2005 Wetland Report 0 2016 Wetland Report ® Miscellaneous Items & Aimlications o Conditional Use o Variance Application(s) ■ Tiering diagram ® Building Profile ® Hard Cover Calculations ■ Bluff Response Information ■ Re -zoning ■ Architectural o Renderings o Architectural Plans F:\SURVEY\2015\15-134 Anderson Dan MinnetristaTity of 1 756 7-2017\A City of Mound Request2-27-2017.doe We desire to work with the communities to achieve an attractive settlement and request the City of Mound to consider the revisions to Comprehensive Plan Amendments to reflect this development. Sincerely; Daniel J. Andersen D. J Andersen Design Group F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City of"----° ^ 17-2017\A City of Mound Request 2-27-2017.doc -1757- lll.t ttl � �rvil MINNETRISTA TRACT 1 (PIN 22-117-24-43-0042) & TRACT 2 (PIN 22-117-24-43-0040) (per Abstract (Lis Pendens)) Entry No. 81 & 137 That part of Government Lot 2, Section 22, Township 117, Range 24, Hennepin County, Minnesota, described as follows: Beginning at a point on the Northwesterly line of Halsted Avenue according to the recorded plat of HALSTED PARK, distant 350.80 feet Northeasterly from the most Westerly corner of said HALSTED PARK; thence Southwesterly along said Northwesterly line of said Halsted Avenue to the East line of the recorded plat of CARDINAL MANOR; thence Northwesterly along said East line to the Northeast corner of said CARDINAL MANOR; thence Southwesterly along the Northerly line of said CARDINAL MANOR to the West line of said Government Lot 2; thence Northerly along said West line to the centerline of County Road 110; thence Northeasterly along said centerline to the Northerly extension of the East line of Kohler Street; thence Southeasterly along said Northerly extension of the East line of Kohler Street and the East line of said Kohler Street, a distance of 281.00 feet; thence deflect right 87 degrees, 34 minutes, a distance of 42.00 feet; thence Southerly to the point of beginning, F:\SURVEY\2015\15-134 Anderson Dan Minnetrista\City ofP6., -I ^ 17-2017\A City of Mound Request2-27-2017.doc -1758- KNOW ALL PERSONS BY THESE PRESENTS: That Serenity Investments LLC, a Minnesota limited liability company, owner of the following described property: That part of Government Lot 2, Section 22, Township 117, Range 24, Hennepin County, Minnesota, described as follows: Beginning at a point on the Northwesterly line of Halsted Avenue according to the recorded plat of Halsted Park, distance 350.80 feet Northeasterly from the most Westerly corner of said Halsted Park; thence Southwesterly along said Northwesterly line of said Holstead Avenue to the East line of the recorded plat of Cardinal Manor; thence Northwesterly along said East line to the Northeast corner of said Cardinal Manor; thence Southwesterly along the Northerly line of said Cardinal Manor to the West line of said Government Lot 2; thence Northerly along said West line to the centerline of County Road 110; thence Northeasterly along said centerline to the Northerly extension of the East line of Kohler Street; thence Southeasterly along said Northerly extension of the East line of Kohler Street and the East line of said Kohler Street, a distance of 281.00 feet; thence deflect right 87 degrees, 34 minutes, a distance of 42.00 feet; thence Southerly to the point of beginning. TOGETHER WITH: That part of Government Lot 2, Section 22, Township 117, North, Range 24, West of the 5th Principal Meridian, described as follows Commencing at the Northwesterly line of Halsted Avenue at a point 520.8 feet Northeasterly from the most Westerly corner of Halsted Park; thence Southwesterly along the Northwesterly line of Halsted Avenue 520.8 feet; thence Northwesterly 266.5 feet to a point in the West line of government Lot 2 distant 325.7 feet North from the Southwest corner of Government Lot 2; thence North to the center line of County Road; thence Northeasterly along the center line of said county Road to the easterly line of Koehler Street; thence southeasterly with an interior angle of 88 degrees 45 minutes a distance of 281 feet; said point being the actual point of beginning of the land to be hereinafter described; thence Southeasterly with an angle to the left of 18 degrees 17 minutes a distance of 164 feet; thence at an angle of 10 degrees 27 minutes to the left a distance of 89.1 feet to the Northwesterly line of Halsted Avenue; thence first above described point of beginning; thence Southwesterly along the Northwesterly line of Halsted Avenue a distance of 170 feet; thence Northwesterly to a point in a line drown from the point of beginning with a deflection angle of 87 degrees 34 minutes to the right from the above described course drawn from the center line of County Road at is intersection with the Easterly line of Koehler Street, distant 42 feet Southwesterly from the point of beginning; thence Northeasterly along the centerline of said road to the point of beginning. TOGETHER WITH: That part of Lot 2, Section 22, Township 117 North, Range 24, West of the 5th Principal Meridian, described as follows: Commencing on the West line of Government Lot 2, Section 22, Township 117, Range 24 at a point 325.07 feet North of the Southwest corner of said Lot; thence Southeasterly along the Westerly line of Halsted Park produced 266.5 feet to the Northwesterly side of Halsted Avenue in said Addition; thence Northeasterly along Halsted Avenue a distance of 520.8 feet to the Easterly line of Koehler Street; which point is the point of beginning of the land to described; thence continuing Northeasterly along the Northerly line of Halsted Avenue a distance of 329.2 feet to its intersection with the Easterly line of Halsted Park extended; thence Northwesterly along Easterly line of Halsted Park, extended a distance of 242.5 feet to its intersection with a line parallel with and 11.2 chains East of the West line of Government Lot 2; thence North along said line to the center of County Road a distance of 249.86 feet; thence Westerly along the center line of County Road 477.0 feet to the East line of Koehler Street; thence Southeasterly an angle of 88 degrees 45 minutes a distance of 281 feet; thence at an angle to the left of this line extended of 18 degrees 17 minutes a distance of 164.0 feet; thence at an angle of 10 degrees 27 minutes to the left of this line extended of 89.1 feet to the point of beginning, Hennepin County, Minnesota. TOGETHER WITH: Lots 1, 2 and 3, Halsted Heights, Hennepin County, Minnesota Has caused the some to be surveyed and platted as SERENITY HILL ON HALSTED BAY and do hereby dedicate to the public for public use the public ways and the the drainage and utility easements as created by this plot. In witness whereof said Serenity Investments LLC, a Minnesota limited liability company, has caused these presents to be signed by its proper officers this day of _______, 20__, Signed: Serenity Investments LLC, Daniel J. Anderson, President State of ___—^_ County of ____—____---_-- This instrument was acknowledged before me this day of _______ 20__ by Daniel J. Anderson, President, Serenity Investments LLC, a Minnesota limited liability company, on behalf of the Company. Notary's Signature Notary Public, My Commission Expires County, Notary's Printed Name SURVEYOR'S CERTIFICATE I Barry R. DomSden, ds hereby certify that this plat was prepared by me or under my direct supervision: that I am o duly Licensed Land Suave•r�ar in the State of Minnesota: that this plat is a correct representation of the boundary survey; that all mathematicot data and labels are are correctly designated on this plat; that all monuments depicted on this plat have been or will be co-ectly set within one year; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.05, Su-iivision 3, as of the date of the certificate are shown and labeled on this plat; and all public ways are shown and 'abered on this plat. ----- ---------------- Date: Barry R. Dorniden, Licensed Land Surveyor, Minnesota License Number 23044 State of Minnesota County of Benton This instrument was acknowledged before me this —_____ day of _____________- 20—__, by Barry R. Dorniden, Licensed Land Surveyor, Minnesota License Number 23044. Notary's Signature Notary Public, My Commission Expires CITY OF MINNETRISTA, MINNESOTA Notary's Printed Name County, Minnesota This plat of SERENITY HILL ON HALSTEAD BAY was approved and accepted by the City of Minnetrista, Minnesota, at a regular meeting thereof held this _____ day of —_____—_, 20---_ If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Engineer have been received by the City or the prescribed 30 day period has lapsed without the receipt of such comments and recommendations, as provided by Minnesota Statues, Section 505.03, Subd. 2. CITY COUNCIL OF MINNETRISTA, MINNESOTA ---------------------- ----- — Mayor Attest Clerk CITY OF MOUND, MINNESOTA This plat of SERENITY HILL ON HALSTEAD BAY was approved and accepted by the City of Mound, Minnesota, at a regular meeting thereof held this __ _ day of 20----. If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Engineer have been received by the City or the prescribed 30 day period has lapsed without the receipt of such comments and recommendations, as provided by Minnesota Statues, Section 505.03, Subd. 2. C11Y COUNCIL OF MOUND, MINNESOTA Mayor Attest Clerk TAXPAYER SERVICES DEPARTMENT, HENNEPIN COUNTY, MINNESOTA I hereby certify that the taxes payable in 20___ and prior years have been paid for the land described on the plat, dated this __— day of _____—__, 20—__. Mark V. Chapin, County Auditor By __—-_---_--- — --- —_---- Deputy SURVEY DIVISION, HENNEPIN COUNTY, MINNESOTA Pursuant to MN Statues Sec. 3838.565 (1969), this plat has been approval this day of ------------ 20__. County Surveyor By COUNTY RECORDER, HENNEPIN, MINNESOTA N I hereby certify that the within plat of SERENITY HILL ON HALSTED BAY was recorded in this office this day of 20___ at —_—__—o'clock _—M. Martin McCormick, County Recorder by --___---_---_--______— Deputy DUFFY ENCINEERINC & ASSOCIATES, INC 350 HIGHWAY 10 SOUTH ST. CLOUD, MN. 56304 PHONE (320) 259-1234 FAX (320) 203-1234 -1759- SHEET 1 OF 2 SHEETS SERENITY HILL ON HALSTED BAY I NORTH 1/4 CORNER, SEC. 22, T 117 N, R 24 W, L HENNEPIN COUNTY MONUMENT I 131,06 a3e< \ O 33 P.I -1 i I M N° /' / �' I \3\' I ` a110 y Y� /' ' / �' co i ope385 M Z I L 11 o A,z ' ' `A / a 2R, o I I I on M��ocUM£ t /�\`s'::'• ' S. iQ .R ---------------------\ --- 67 --739.20 o I 3 M y ----------------- i (11.2 CH) I o ' I .gyp i .01 `t \ �� CHB ' S y� g 51 72� `�y \ /' \ \ HNo m' LINE PARALLE WITH �fj..as N� w/ O�1,.i \ \ \o` •Z i & UTU .� .Ae' THE WEST LINE OF- --. -� -•V f CJ , [✓ GOVT LOT 29. `t\ ``° cpvc'`LF„ J 60 { T' •"•. \ 2� �. i ,: DRAINAGE & UTILITY `` o- -i EASEMENT --- .% i �.-• 3 ./ 0,1/" .-tb 5„ 5t 177 (�\ \.i.'•_� \\ °': �k6lF\ ��%`' �f 98 g6 ' S67`30VUTILITY �-•PCP1E0233g5pOC��N`e,\' \\.i.;::\\No `F,`�f\t? c\.X'� s /-EASEMENT 679 64 Irp7.; ��\\ I 49.5 I DRAINAGE & UTILITY i -105 �l\'USUT( '0'Ef PED\CPT£° 10 EASEMENT-I,PRK SRo1�sSED iN F�. Ca ` UTILITY EASEMENT_ 13.5 FD>1 ? .... �W. /�� ,y °° X \ /r✓ ��' V A e�sT '" QI c </ �` o I (\ `rr'•. < .r 3 N` E ,+' 3116 \\ \\ m \\ ,.�' I 'Y c• r 4£i# w �o • 27° 16", 3 / k \ m \ l m , Ar 16 of \\ \\ w W \\\\ \\ \�P°ZE�£aS pRiEA 13.5 hi (� i O� ££t �'' I �\�.. `, � '9L •..1 .�; / \ 4a 0A • \ \§' J, KO£RLORp£R °9�/ Q" VPCPtE C-2 DN U 7^�• N0. . ;:. IV I ,� �' � 's �� .' V • / \.\�p�' \ \ \ �e i FD 1/2 IN. 1.1. SpJL C/] r\ DRAIWE & UTILITY .. J\\ \i 1`� •N / / \� \ :b c°9> i i \ VkMENT o 0- ti9pa�6iry f \ v \N�o\�$�� s F, 101 .�'C\ \\ -_ \\ _ \\ .Y off\ \\ \\ 1\.I5,y19ry:s;, �O,tQ.I FRS �P yy\�0 �a 1 OCPR° cpM MI �\ i �`,;.• / 4` \ \ \ \\Gy ��1? CJI �lS I z� '\ // �E`- h : \ N.a � N\ \`' S� / � ,:,.: �':,\ // \ :•1 is \ jv \ \ �\a ��°�aP 'v �1 96o- V ° / /C�Yi F':2\\ ;• I/�o 3a /I x`112 \\ \\ I 49.5 q 71 99E N\ ° ------'—'--1— � — to o. ��\ N : ±e"� �;"x ----4 AO ,� � .\ N X 22 \ \ \ ? \ \ 641 / ?o 5 \ \ \ \ \\ 6 \\ \ UNE FJ`SiERI 1 MPN°R tS \� �'O / JA �/ \ \ \ \ \• :'• C� rc I/2 iN. ir�i/ 1y \,P.IF-M \\ \ �G pPP �\\ ; \\ i V,C\F'\�Ei'1` \• SOUTHWEST COR. GOVT u0T 2, SEC. 22, T NIMR 2 W,— \ HENNEPIN COUNTY MONU�NT , \ i N DUFFY ENCINEERINC & ASSOCIATES, INC 350 HIGHWAY 10 SOUTH ST. CLOUD, MN. 56304 PHONE (320) 259-1234 FAX (320) 203-1234 0 30 60 120 SCALE: 1 INCH - 60 FEET O DENOTES IRON MONUMENT SET • DENOTES IRON MONUMENT FOUND OO DENOTES CAST IRON MONUMENT FOUND THIS SURVEY IS BASED UPON THE HENNEPIN COUNTY COORDINATE SYSTEM LCT AREAS: BLOCK 1, LOT 1 t 4.12 AC. BLOCK 1, LOT 2 f 0.51 AC, BLOCK 2, LOT 1 t 3.76 AC. BLOCK 2. LOT 2 t 1.44 AC. PUBf IC ROAD t 2.04 AC TOTAL f 11.87 AC. BEARING TABLE BEARING DISTANCE NO, A S 58°22'27" W 9.13 B N 13°53'23" E 35.86 C S 76`06'37" E 30.00 D N 13'53'23" E 38.50 E S 31'06'37" E 9.15 F S 76'06'37" E 38.53 C S 13'53'23" W 30.00 H N 76'06'37" W 53.31 I N 27°42'55" W 29.07 J S 58'2227" W 30.00 X S 58.22'27 W 48.75 L S 27'42'55" E 13.53 -1760- SHEET 2 OF 2 SHEETS I (� (� (� T H NZ_ LL a 0 w N J J D — LL Z 0 V Z O J d' LOOf — s Q m 1i �s a 0 U - W U W Q W - m cQ G co W 0 _ Z 1� I PENTHOUSE 13477-6---Q I 1 CEDAR— ALUM I N AR una au �� N N � nnnuum _ Roof 122'-0" �- PRECAST CONC. CAP C7 am v� E� Q � P GU U 0> v m ° mQ E v v STANDING SEAM --_\ METaL ROOF 1 xi.^. FASCIA K J AND GUTTER ( i U 6 �0 BRACKET SEE i I 2/Ab.d 1 Q 1� I PENTHOUSE 13477-6---Q I 1 CEDAR— ALUM I N AR una au �� N N � nnnuum _ Roof 122'-0" �- PRECAST CONC. CAP C7 am v� E� Q � P GU U 0> v m ° mQ E v v SEE S'A7.2 -� � N _ Le vei 2 U 6 �0 — GUTTER & o I,- Q DOWNSPOUT TYR < I- N _ x� `—^`— exe FRAMING �U Q Z TYP. 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CAP Q CK m STONE Q zo ao �a'00 U FU�W.E¢ws�¢tz g rc WU<80zwZ f11 UU —wx 'ry k i �� lttt .y` yayS ZNVFtL .. tlu� ED U) 1w n �K0 0- wtioZ� z o ii' - Q' T12' 0' 1x6 FASCIA -{-- HARDIE BOARD CAP I SX14 TIMBER FUR I wt BROWN METAL CAP FLASHING Pel u CJ - i ,y- ix12fASCIA ---q 115'-0" V I 3X9 TIMBER FUR BROW METAL CAP ALL TIMBER FLASHING CONNECTIONS TO it BE POWDER COATED BROWN STEEL BRACKETS C `\' r- N Lu) � Le% o0" 110' q *M HARDIE BOARD CAP PRECAST V N Z DRINKING FOUNTAIN SEE 89 8 / A8.6 FOR DETAILS CONC. CAP SEE S/A7.2 p� J Z LL o DRAWING TITLE T kt -100 � g � ELEVATIONS - HEARTWOOD SHORE DATE ton 7rzole SCALE L AS NOTED n WEST ELEVATIONS DRAWING NUMBER SEE A6.2 FOR EXTERIOR FINISH SCHEDULE3 • -1705- COPYRIGHT ;'2016 I o SERENITY HILLS IMPROVEMENTS CONSTRUCTION PLANS FOR:rod SANITARY SEWER, WATERMAIN STORM SEWER & STREET IMPROVEMENTS pp, ,�)w MINNETRISTA, MINNESOTA <�-Jf`g CITY PROJECT 15020 FFY ENGINEERING PROJECT #15-134 (—elld VICINITY MAP SHEET INDEX SHEET # SHEET TITLE 1 TITLE SHEET 2 SITE PLAN 3 SITE REMOVALS 4 GENERAL NOTES & I SPECIFICATIONS 5-6 DETAILS 7-8 HALSTEAD AVENUE: PLAN & PROFILES 9-10 PRIVATE STREETS: PLAN & PROFILES 11 SOIL BORINGS, SITE LIGHTING & SIGNAGE 12 SWPP PLAN & NOTES 13 GRADING PLAN 4 - REVIEWED BY CITY ENGINEER CITY PROJECT 15020 DUFFY ENGINEERING AND ASSOCIATES, INC. STRUCTURAL CML - SUR"A ,VL,C,A'w`AELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: (320) 259-6575 F..-. 13201 259-6991 ma.,.d."Yeh, um I hereby certify that this p1drt, sp..ificot i- or report was prepared by me or under my dirsut sup—isi.n and that I sm ,duly Uce—dENGINEER under the laws of the slots of UNNESOTA Wr C.B. &W PE 4-11-17 26093 Date license Na, 6i CJ O + 15-134 Project No, Date: 01-15-16 Draw'by: W 1 76 I Ch.u,., by, DP 13 IMPERVIOUS SURFACE AREAS PARCEL BUILDING PAVEMENT TOTAL PERCENT 61, L1 37,278 SF 5,781 SF 43,059 SF 23.97 B2. LI 56,147 SF 8,288 SF 64,435 SF 39.3'T 82, L2 17,880 SF 0 SF 17,880 SF 28.41 ROAD N/A 39.874 SF 39,874 SF 45.7% PERVIOUS SURFACE AREAS PARCEL PAVERS SIDEWALK TRAIL I GRASS TOTAL B1, Lt 10,456 SF 2,163 SF 2,471 SF 122,049 SF 137,139 SF B2, L1 19,498 SF 4,252 SF 3,718 SF 70,335 SF 99,332 SF 82, L2 3,361 SF 1,777 SF 0 SF 39,395 SF 45,033 SF ROAD N/A 534 SF 2,927 SF 44,398 SF 47,354 SF SERENITY MILL ON HALSTED BAY, LAKE MINNETONKA COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. SEE SHEET 3 AND THE PROJECT SPECIFICATIONS FOR DETAILS REGARDING THE CONSTRUCTION OF PAVEMENTS. 4. SEE ARCHITECT PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE CONSTRUCTION OF PERVIOUS CONCRETE SIDEWALK AND EXTERIOR SLABS. BEGIN 350 TAPER r• TO MATCH EAST SIDE OF BYPASS LANE t` � � 1 I 5' PERVIOUS _a.,, CURB 6' PERVIOUS ' & GUTTER CONCRETE SIDEWALK PED. RAMP PERVIOUS PAVERS (TYP) 5' PERVIOUS BITUMINOUS - WALKING PATH PERVIOUS PAVERS (TYP) 4' LANDSCAPE RETAINING WALL / • • y� 6' PERVIOUS / \ \�-A CONCRETE SIDEWALK BENCH (TY A\\ '.\•�,( ;'�,-'. \\ \\ \ZG r � a 5' PERVIOUS BITUMINOUS" `I WALKING PATH 6' P CON SID t X\ SID I I I 1�� I U I ti t tiRG��C' G .95 I I 6 O PERVIOUS CREtTEEWAK � J��QPV�950' c4/" ( � av GE (I CREETETE ER \ WALK J \ . j ' WELL STORMWATER POND 'A' HWL=954.9 BOT. -948.0 24' REINFORCED TURF EMERGENCY ACCESS W/ GUARD POSTS & BREAKAWAY CHAIN (TYP ) i 6' PERVIOUS CONCRETE SIDEWALK x 4' LANDSCAPE RETAINING WALLS 99 S �/T CON 5e 7 i + UN�F S qr t; 0 L GFRRt E%?/r/N�Uq�: 963 0 6' PERVIOUS L \ CONCRETE SIDEWALK / PERVIO r I US /PAVERSTYP O\ 1 ( ) J GE PERVIOUS' - CO SIDEWALK - 1F TS ORTAWA R� \ POND .L I HWL=948.7 \J BOT.=941,p /i J \ 1\ BENCH (NP) / 7 CL s e.wa we .en*zwc ®wrc �. vvc j"'�I� I SURFACING NOTES L� IX� mr mcc L,.r wmu.• a en _ a om x,m I. SUBGRADES SHALL BE SCARIFIED AND/OR COUNTY 110110 CL STA 6+26.00 - CL STA 7+16.00 COMPACT D AS NECESSARY T IN THE E ECESSA 0 AT -FAIN ( REQUIRED COMPACTION DESCRIBED IN THE PROJECT I SPECIFICATIONS. COMPACTION TESTING SHALL BE —_�----L PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND v � L�SrCOUNT' ROAD 110 CL STA 2+64 00 - CL 9d 4152,00 4' LANDSCAPE CL STA 7+72.00 - CL STA 9+12.00 COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. SEE SHEET 3 AND THE PROJECT SPECIFICATIONS FOR DETAILS REGARDING THE CONSTRUCTION OF PAVEMENTS. 4. SEE ARCHITECT PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE CONSTRUCTION OF PERVIOUS CONCRETE SIDEWALK AND EXTERIOR SLABS. BEGIN 350 TAPER r• TO MATCH EAST SIDE OF BYPASS LANE t` � � 1 I 5' PERVIOUS _a.,, CURB 6' PERVIOUS ' & GUTTER CONCRETE SIDEWALK PED. RAMP PERVIOUS PAVERS (TYP) 5' PERVIOUS BITUMINOUS - WALKING PATH PERVIOUS PAVERS (TYP) 4' LANDSCAPE RETAINING WALL / • • y� 6' PERVIOUS / \ \�-A CONCRETE SIDEWALK BENCH (TY A\\ '.\•�,( ;'�,-'. \\ \\ \ZG r � a 5' PERVIOUS BITUMINOUS" `I WALKING PATH 6' P CON SID t X\ SID I I I 1�� I U I ti t tiRG��C' G .95 I I 6 O PERVIOUS CREtTEEWAK � J��QPV�950' c4/" ( � av GE (I CREETETE ER \ WALK J \ . j ' WELL STORMWATER POND 'A' HWL=954.9 BOT. -948.0 24' REINFORCED TURF EMERGENCY ACCESS W/ GUARD POSTS & BREAKAWAY CHAIN (TYP ) i 6' PERVIOUS CONCRETE SIDEWALK x 4' LANDSCAPE RETAINING WALLS 99 S �/T CON 5e 7 i + UN�F S qr t; 0 L GFRRt E%?/r/N�Uq�: 963 0 6' PERVIOUS L \ CONCRETE SIDEWALK / PERVIO r I US /PAVERSTYP O\ 1 ( ) J GE PERVIOUS' - CO SIDEWALK - 1F TS ORTAWA R� \ POND .L I HWL=948.7 \J BOT.=941,p /i J \ 1\ BENCH (NP) / 7 _ - - - ---_. _,-- I ! I I I� ( I I, SURFACING NOTES I I. SUBGRADES SHALL BE SCARIFIED AND/OR I L COMPACT D AS NECESSARY T IN THE E ECESSA 0 AT -FAIN ( REQUIRED COMPACTION DESCRIBED IN THE PROJECT I SPECIFICATIONS. COMPACTION TESTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING FIRM. 2. GRAVEL BASE COURSES SHALL BE ROLLED AND v COMPACTED. TEST ROLLING OF THE GRAVEL BASE SHALL BE OBSERVED BY A SOILS ENGINEER TO VERIFY STABILITY. 3. SEE SHEET 3 AND THE PROJECT SPECIFICATIONS FOR DETAILS REGARDING THE CONSTRUCTION OF PAVEMENTS. 4. SEE ARCHITECT PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE CONSTRUCTION OF PERVIOUS CONCRETE SIDEWALK AND EXTERIOR SLABS. BEGIN 350 TAPER r• TO MATCH EAST SIDE OF BYPASS LANE t` � � 1 I 5' PERVIOUS _a.,, CURB 6' PERVIOUS ' & GUTTER CONCRETE SIDEWALK PED. RAMP PERVIOUS PAVERS (TYP) 5' PERVIOUS BITUMINOUS - WALKING PATH PERVIOUS PAVERS (TYP) 4' LANDSCAPE RETAINING WALL / • • y� 6' PERVIOUS / \ \�-A CONCRETE SIDEWALK BENCH (TY A\\ '.\•�,( ;'�,-'. \\ \\ \ZG r � a 5' PERVIOUS BITUMINOUS" `I WALKING PATH 6' P CON SID t X\ SID I I I 1�� I U I ti t tiRG��C' G .95 I I 6 O PERVIOUS CREtTEEWAK � J��QPV�950' c4/" ( � av GE (I CREETETE ER \ WALK J \ . j ' WELL STORMWATER POND 'A' HWL=954.9 BOT. -948.0 24' REINFORCED TURF EMERGENCY ACCESS W/ GUARD POSTS & BREAKAWAY CHAIN (TYP ) i 6' PERVIOUS CONCRETE SIDEWALK x 4' LANDSCAPE RETAINING WALLS 99 S �/T CON 5e 7 i + UN�F S qr t; 0 L GFRRt E%?/r/N�Uq�: 963 0 6' PERVIOUS L \ CONCRETE SIDEWALK / PERVIO r I US /PAVERSTYP O\ 1 ( ) J GE PERVIOUS' - CO SIDEWALK - 1F TS ORTAWA R� \ POND .L I HWL=948.7 \J BOT.=941,p /i J \ 1\ BENCH (NP) / 7 BUILDING 'F' 10 UNIT CONDO 2 -STORY W/ 22 STALL UG PARKING GFE=980.0 SHED I I I ( •Iz r ✓�E*t rn G� s. I I I ( i IV I �5' PERVIOUS i BITUMINOUS \ WALKING PATH BITUMINOUS � Ot { TNH 9U 2J \ \ p \REMOVE EX FENCE I . & REPLACE 'I .^ SOLID WOOD FENCE n ffY 0 PROPERTY LINE \ ( o / / • ��/ l� \ \ -p O \ 3' WROUGHT / IRON FENCE/ f : / DRY CREEK BED ////// CMN / �j/ ^� !. \ m (63LF3) (CLASS 2 Fl, /j` 'OF HALSTEAD AVE. ." Yyr \ \\ � // / 9 DEEP x 24" WIDE "X\V �� \\/// 1 UNED CHANNEL (5 EACH] / \ \ \ \ n'%s \ \ �/ MINN KON. W/ GEOTEXTILE) / / / /< \ \ \ \`\ \ / lr OHWL=933.0 \ L=76LFf, 5=4.28% ST ( / \ � Cp 's \ \ y \ / ,//1� \ \ r�^cLL� \ j FEMA FLOOD A ELEV.=931 RECONSTRUCT EX. HALSTEAD \ \ \ WELL / / /,rr/sta0 "'`�\ \\ •\� , }, i�,�/ NEEW BIITUMINOUS u N�\ PAVEMENT SECTIONI,- V A\ \\ 'mss -„It N SITE AND UTILITY PLAN i I `\ \ \ /� ' \ \ \ 'l 0 50' too' I I \?v \< n \ \ 7 \ \ \ �// 11 rT PATIO F C C CITY PROJECT 15020 - DUFFY ENGINEERING AND ASSOCIATES, INC. S7RUCTURAL - CML - SURKN MECHANICAL - ELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone:(320) 259-6575 Fax: (320) 259-6991 Ema'I: mo I®duffyeag.com I hereby certify thot this plop, specification or report was prepared by me or under my direct sup—son and that I am a duly Jovsed ENGINEER under the laws of the state of MINNESOTA Wr C.B. &^ PE '.4-11-17 26093 Date License No. F o � <-2 Z fsrn o K Z Z n W M LJ O D Z HLJ Q Q Q 0 W z < z 0 W _Z J � � J J = Q !`L— z oLj �� a-, Ln z L,JQ0 :2 roject No.: 15-134 ate: 01-15-16 yawn by: Wt�1767- necked by: MI(:CDy 2 OF 13 li ,A+ 4' LANDSCAPE RETAINING WALL x, --8612 & GU ER ( BUILDING 'F' 10 UNIT CONDO 2 -STORY W/ 22 STALL UG PARKING GFE=980.0 SHED I I I ( •Iz r ✓�E*t rn G� s. I I I ( i IV I �5' PERVIOUS i BITUMINOUS \ WALKING PATH BITUMINOUS � Ot { TNH 9U 2J \ \ p \REMOVE EX FENCE I . & REPLACE 'I .^ SOLID WOOD FENCE n ffY 0 PROPERTY LINE \ ( o / / • ��/ l� \ \ -p O \ 3' WROUGHT / IRON FENCE/ f : / DRY CREEK BED ////// CMN / �j/ ^� !. \ m (63LF3) (CLASS 2 Fl, /j` 'OF HALSTEAD AVE. ." Yyr \ \\ � // / 9 DEEP x 24" WIDE "X\V �� \\/// 1 UNED CHANNEL (5 EACH] / \ \ \ \ n'%s \ \ �/ MINN KON. W/ GEOTEXTILE) / / / /< \ \ \ \`\ \ / lr OHWL=933.0 \ L=76LFf, 5=4.28% ST ( / \ � Cp 's \ \ y \ / ,//1� \ \ r�^cLL� \ j FEMA FLOOD A ELEV.=931 RECONSTRUCT EX. HALSTEAD \ \ \ WELL / / /,rr/sta0 "'`�\ \\ •\� , }, i�,�/ NEEW BIITUMINOUS u N�\ PAVEMENT SECTIONI,- V A\ \\ 'mss -„It N SITE AND UTILITY PLAN i I `\ \ \ /� ' \ \ \ 'l 0 50' too' I I \?v \< n \ \ 7 \ \ \ �// 11 rT PATIO F C C CITY PROJECT 15020 - DUFFY ENGINEERING AND ASSOCIATES, INC. S7RUCTURAL - CML - SURKN MECHANICAL - ELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone:(320) 259-6575 Fax: (320) 259-6991 Ema'I: mo I®duffyeag.com I hereby certify thot this plop, specification or report was prepared by me or under my direct sup—son and that I am a duly Jovsed ENGINEER under the laws of the state of MINNESOTA Wr C.B. &^ PE '.4-11-17 26093 Date License No. F o � <-2 Z fsrn o K Z Z n W M LJ O D Z HLJ Q Q Q 0 W z < z 0 W _Z J � � J J = Q !`L— z oLj �� a-, Ln z L,JQ0 :2 roject No.: 15-134 ate: 01-15-16 yawn by: Wt�1767- necked by: MI(:CDy 2 OF 13 SERENITY DILL ON HALSTED BAY, LAKE MINNETONKA /REMOVE EX. I ,, WALL_ . Jj y I REMOVE EX.REMOVE EX. BUILDING {;� BUILDING "HED E ' \� v /• } -I REMOVE EX. i IG N P , ' i•' .I CONCRETE , ' �,/ I -'+ ELL �• 7„ Hous \6 0 966. 'I6 / //�' �.- ' •� r l - E I TING '� ' '•//// �'A' '� > REMOVE EX BITUMINOUS E ,. �I CAP EX. WELLI I'LL ( PER STATE •7 \ £ t , REQUIREMENTS1 j J`�� / 6 `Ml 96 .53 ,�+�:• \, T �. ,y t REMOVE EX: CAP EX. WELL I BITUMINOUS �:,�/ / 3:)y 'y. g ,, •�j \\ `+ ,t PER STATE _--.`,>.` \ •\ �3 PER L'-- .-. //.,�� /, ^a^' ^'R 8`N'OfE ,T SSX, / 3 �y .,�. ( T..:y, \ ,rte, •\ �QR OT 1 �\ \ \ 1 I I F 9:3.9Y 'a.9] I I Il �\ .. REMOVE yEX. 7 / • �.,% t' `:I ( '� BITUMINOUS s, >:, yv I ]}( \ 7 \vJ `REMOVE EX.\ \ \ \ :L E•F 9 ?E��'Z no/ / }ry,�4 \\ ...F(\\ y REMOVE EXBUILDING . \ ' Pf'y C�•� 9 F. / / �;.. \ \ r - BUILDING 401-7 A I / \ EXISTN, \ 1 y f x N ifHE�c \ LIFT STATION A / A 15 t / % x C �I K \REMOVE EX H F':1 : �s,CAP EX WELL i BITUMINOUS "; ,., i � PER STATE— REQUIREMENTS. REQUIREMENTS. A- / � • �X gN' \ \ 1 \ -` ; ��✓ �/ \ \ \°>°P \\ WELL \ \ / tv END VBITUMINous L 4t- 10 \ \ ,J/\ —� I I N-11'� �V "\ \ / r,l Y' EXISTING UTILITIES: 1. THE UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. NO GUARANTEES ARE MADE THAT THE UTILITY COMPANIES HAVE RESPONDED OR THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. IN ADDITION, NO WARRANTY IS MADE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH CERTIFICATION IS GIVEN THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. GOPHER STATE TICKET #151690577, SUBMIT DATE 6/18/15 2. THE CONTRACTOR SHALL CONTACT UTILITIES VIA GOPHER STATE ONE—CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166 PRIOR TO CONSTRUCTION. w N SITE REMOVALS PLAN 1"=50' 0 50' 1010' CITY PROJECT 15020 n,� DUFFY ENGINEERING AND ASSOCIATES, INC. S77?UCIURAL - CPol - SURYEN MECAAMICAL - ELECIRICAC 350 Highway 10 South Sant Cloud, MN 56304 Pmma:. 320) 259-6575 Fax. (320) 259-6991 Email: mail§duffyeng com I hereby certify that the plan, spec fication or report was prepared by me or under my direct supervision and that I am a duly licensed ENGINEER under the laws of the state of 11NNESOTA k4— zf4z-- W C.B. PE �.2-10-17 26093 Date License No. m W UJZ fW— W Q Q Q 0 S W Z Z Q Z W = Q H = Ul � OL,J _Z N Q0 2 Irolect No.. 15-134 )ate: 01-15-16 ),own by: W ;hecked by. W-176 - 3 OF 13 LEGEND A1� 6 CE_ O,' ,C TREE I - CONFERQUS TREE y C SANITARY VA.NkJLE r GG L r i C v GATE L'VE a cv z' € LI H PJLE �I POWER 4`7LE h h� S 51 vF` \ \. E PIB OPTIC PEOE AL r ELECT^IC METER - _ GAS M._TER l,yft, 3 CLEA4 OUT TELEP f'^.;E PEDESTAL SIL Bl .TG - -- FENCC E J -- UNDEr'GFOUND MMUNICATDN —.-- LNDERCFOUND (~t_ - UFIDER.1RCUNO TELEPHONE yy�FF.11�� — UNDERGROUND ELECTRIC k,� //zzz — .— OLERHEAD W+E 11, J/ — - STORM EWER ' — SANITARY SEWER — - WATERMAIN -- — pV:,DING OFFS, T EXISTING UTILITIES: 1. THE UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. NO GUARANTEES ARE MADE THAT THE UTILITY COMPANIES HAVE RESPONDED OR THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. IN ADDITION, NO WARRANTY IS MADE THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH CERTIFICATION IS GIVEN THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. GOPHER STATE TICKET #151690577, SUBMIT DATE 6/18/15 2. THE CONTRACTOR SHALL CONTACT UTILITIES VIA GOPHER STATE ONE—CALL ONLINE OR BY CALLING 811 OR 1-800-252-1166 PRIOR TO CONSTRUCTION. w N SITE REMOVALS PLAN 1"=50' 0 50' 1010' CITY PROJECT 15020 n,� DUFFY ENGINEERING AND ASSOCIATES, INC. S77?UCIURAL - CPol - SURYEN MECAAMICAL - ELECIRICAC 350 Highway 10 South Sant Cloud, MN 56304 Pmma:. 320) 259-6575 Fax. (320) 259-6991 Email: mail§duffyeng com I hereby certify that the plan, spec fication or report was prepared by me or under my direct supervision and that I am a duly licensed ENGINEER under the laws of the state of 11NNESOTA k4— zf4z-- W C.B. PE �.2-10-17 26093 Date License No. m W UJZ fW— W Q Q Q 0 S W Z Z Q Z W = Q H = Ul � OL,J _Z N Q0 2 Irolect No.. 15-134 )ate: 01-15-16 ),own by: W ;hecked by. W-176 - 3 OF 13 T All -,' ucic a 1 hesp-0 i -e-11 to Do "City n Vic,qtndt, 2009 pill R,qi,bet3' and th- Cit:'O 2917 Dp,c;fcP:r, lend SOOL"J Dead r,lue-i to, 5triat and Ufasty Csoch"van, Mal =ale inctrqcf on metric Js of p-)rf cus of work rclud,o in the p!,,% reference the il Depqrment of Trani pvt,,j;,h (Ikiool) Sl,,,Ic,j a, Conviel he Contractor shall bbtdh I correct isj,, and necome familo, with tfFe specification sections opot,dL'a is the T'.... No itii.col ill 0, prod to the In, oddQ4,ol work den to onforiAloirii with these 'PoIli,,60, ,e -ton, I Carefully maint- ell b.nchri arpinvatent-, and otti,r reference Tio-oha. If any d,&1o,brJ or der,r,yed. rolhoce the Is di -ed by The app peat: agency I, cinvot the Engine,,, 2. The Contractor shill promptly nobG1 the EaginsTr in l f ao� aren-n furrct,On,hq andergrrand LIN •eo are al ,viu,doing the ta-,L of Ili- work, which me,, interfere with aorelorf,zi, and wall for noral before provi 3 The Cortreat ell a es tete to, why derne- to foustioning underground , .-head .(.!,If line, and mall 'u,bratly "'fur and melra ce,vil at To ado (Tonal cps! to the Owner. 4 The -,rohniCar hall 110s, teir,ti,d,e, ine,ing a,d be, diefely Theories required by OSHA. P.ot,,t Ill ldjp,x,L ,xiurq 1Fa, from Tempi settlement due I, it.-chons, erosion and other hcz,,d- Th, shall be nouronjoble far reqcm of ;,0, domil Pkd?dECT —CrNDIT,)NS I The Contracts, shell isit the r,dje,t sit,, become "notice with actual conditions, and verify ext"Tini conditions in the field in compar;son w4 those snown on the Project Drawing.. The Cotroclor sholl ri the Engineer immeliately if any a rfliche are found between the vdtirq conditions onar the Project Drawings 2NO for, ecrinpornme, n11 6 e allowed do, to unusual cod:bpres encountered wh;.,n Livid hone reisqocatee peen determined or antintowd 1wromration -f the Pru e.t Ida and Pmjr-t DIewings, PLAN CrAs[I 1. G"to. is ildi-pled an the Pvaclt Drawl ,, ine 6hishe9 grode Ple,clo-jos up'es7 otherwise rojl Gradl,z not .1. 4 V�nr -,,r cinvars, vr rnecifically I-ated -�Ihcr; be determined 1,y ; arpriaten I' uniform sl�,_pe between gi I el between ,,,On F.iiii, ii coi;=.tirg gmd,, doles, of-inLo indicated, 0all fee cunatrudrd 1, pnevich, p,sifse: namig 'O.., fro,, fv;ijirg�. 2, In -, of any d;,,,Laeper,.;, Lfhol,en ficished g,oJa o1c,ohard, ircl smi,miud contours, finish cable, efe,,z:om, >Toll gcv,-rn, CLEARIV, 1, Ram a all pqdci;Qn witi'lo the (nits of the beq,n) and Or- dre'gothed for rip-io,g and all free, thol'orwy hi its, new can ,,� clan work. The rem -,-l of tr�.�vni, ool,de building mr-, Or poo,d Ore.,, e --hall to L, T, A,,h; tv,t on I, ,,ad by r Engio,or. I'-rova all trero inducing glum ,s and rcot eYolimns �s show, the picro, TOFsOl 1 G-1 imported and.„' -r svmkpled salla cIate Irilhr61 eh.all Ito rtili,ed far llis sealant. 2, Gr,S qe,ail shall be free of -y Jull large slords and and sj;ciff have ' minimum "g,rpc orkeaf ef 3, R-Q. topsoil to its entire depth faco arl wn-h are to oe d::!Lrlb,d by new , r,ehuchnn work xcept at existing town arcus a,, �e, remain in ploce. Th, ii,nodmi Tort is not limiled to L-1:9 ing sTe, ro,)dwIf,, p',kirg at,, -mine ,In lane carefully and welch for 7pa areas where to, ,d may Let Iturd to greater d"Phbd C 4! new town Or,Oq, 11cho". good 1,Ferc:i to a depth of 6” IT as otherwis, indicated by the Engineer. F. 'pc good topsoil stripped from site in shcekipJae. �,;ackfxled td(in) sholl do Lined ,luniely far rnsh qrqk,bn3 in now wn me- Foc t,,il al be an,. .. d re the site by the Cont -le, as call bi the Arlohih,"t or EO?,iaO,r. livid -op, s,lo,ddidd to —din in place P,pc�r an) ddv,,,jJ 7 P,ol,,t I-, areas, plantings and Oil,, Orion, upon j,,,orkje[id, of the Work. UN' RE$HE QA�LES ar or 0 fe,,�eeh Major clo�t 'Pl� we encountered in ur-tiDro u,h as abirld,owd 1� Nohf� Engineer own -dl if any o ms or rock,h;-h w-4 r,,sp the Conbectc, endive writs, abandoned ., faireComirg It 5ph,d,Ic,, silvans expense to 2, The door shall car s, ve to e5i,m the hcnl,O,qr If the1,,no,,l for completing all Work req.iTTI 0dvi condition's tercount,ol. oc rea,,crabli, c;ve,q.rcb:,r from subsurface 61 :,ieshoution ret sit and examination of the Or, 'lett tT at —, and Coofir Dicope FILLING fiND GRADING 1. P,,gh grading of oil drove within the cmrsiructicI limits, a .....too and filled sections, and odj,,,,a,- c-thro area oluAl to, sm—Uy mrsolh, comi;-ed and free from irregularjr go,. The all Of "' "nin ;.,,h3IpAI he per stord,,d construction limits urlesa ctherwoon socIfied. IT- Tough girded st1g,rde ,pufoon qttically shelf not be there lion 0.25 fee( it -,.-:e s, below the O,tIb!:hvd subcp1alle with due alfriv.11el In, vp,pil, :-d and/,, p -mart depth,. All dfch,a sv,oles, and gutters shall be graded to chain didily. Unless obe?,o,ce .nitrated, the o,b9,vd,, sholl be v Y ,loped h, pre,,ici drn,nogp owity ccon building wall, inall hrocCon, ct a ,lone net inn then 1/8" par fo,,i PoI,ide, ounsiogs at top rn and b.iteIf banks Our! either breaks,breaks,in 9,nde, 2. Fit I rand beckh.t onotenols hall be irarg,.,T1 metsiol free from roots, debris and other doleteriou. porticl- 3 NF, gimn,51 material lcs,�n than 2" in it hvset dino-w will th, allowed 'in:, 2 feet If new, underground Ones No girl material lather than 3' in itr to gest dimension will be allowed within I foot If subiginds, altsevion C No m.ors than 12�� of imported cc,n�odcd (it I nochIrcl shall kc,s the #200 sieve, by weight. The prop.,sed fill material sholl Ind tested, by the Contractor's soui achniclon, for siTecil,tyr as cimp-led fill for this Project. 5 Fill all c.,c-tinns, bailiff against all wails and complete oi1 filling and gracing work n,.es,-,oy to bring surf ,a to teerined els phone,. Provide all matenal, ne-essory to ,00pete the Vyrk, whether obtained an or off the Protect " 6 Dr, not bokfill until after retairing wells have curmad fill dev.gh otrength and are suitably lome,,Lf and debr;n are re,ni es-, to neirm, bpckflil and/or rudereldles fill. 7. Flood LPnpa-ad fill and brickfill in even horizontal lifts not exceeding 8'* in depth for clay soils and 12' in depth for sendif soils, compact as required to achfile pe :Ted jI 8. Compo ct each Vt with rci�er�, vibratory equipment or other ofec-ed equipment and methods. The fill -Facial, while being at;�oll oentain the roo;,doa content necessary far the ,.,1Livwd .mj,,-Hdri ,a provided III Do independent tesilag oavaroho,y. The mnl:dure shall be uniform oraughoul' each layer. If the material :e do or,, add water .,Vt pp,,,,d equpol and methed,, which will act vo our the fine nrotcir;,ilo in the fill. If ton moterol is too wet, dry by har-paing, disking, binding or appreved method; rer-mended cy the co;; t"hancion. 9, AT- denigrated p1m,cou ine cavulyd ct) ureas hall b, ,dnp'oJ to a depth of 1 1.0. The Covrcw, bring the ie -cue m,te,,O: to dimam aperture collect or accifed be, the I&Ifshdt,it to,,,q fiablotry In of surnpoot theaubgroce to the specified bern,ily listed be!.. far "IiIs und,cromalle is frozen. Aviv soft nr yielding s( t:: appearing in the fill resulf:r 9 from f-st, rain, or any other reason whosse- 10. The C�vhv, shIll pd�e no fit material i offer the fill maeriol it tine material on which it to to br, qfo,,d sholl be xv,vfi,al, Imo,ed, b amd/c, aowtv, red tied to Its :oGsharl,va of thc Engine,, fliers an, o"le I pilm,d. DEWATERING 1, F`Ouide for surface drainage during iv,Vn,cGon in i Tch,i to L,lvd creating a nqiaance to adjacent areas. 21 K . Oil axcrFqt:-,ns five If Old, I, pun mhO I, t-ching during entire p,ogess of Work, rarendles- of the ¢cpsd, 0O,c,, ., I, rjrc of the nother. 3 fwide IvIv, ar, ifferdarr,s or Oiling mill In pretart exac-tinco. 4 Slope c, dean and p-;Je n -sours iwvrnp,_ hesse and other equipment required to keep a-votion free of vi 5_ lib dud writer v final e ca of wiflnA w -cal the prapert es as for -ono, e dwinacte. Remi. all eq6powrif ui.,,! h, dewrI,ir,9 I— in, au when no le,ger r,qLi,,d. v9jNTENANrR Or ^,RA rD `RFAS 1, P, tett newly graded mtic HL, call, a eipci, -,f, fire of Leah and dim—, 2. Re,,pi, and loostate ll, gle0ei il settled, e1,J end called v-- 3 imoonpict,d cor period m— are distorted by eubs,vent cans( ..Lan cae'It a,$ or ad.b s rL Id'er, scarifyellface,res -l%ora nif cont to required denshr prior to further co,srichor- UBCRAC, PREPAPATION I D, oil VI-6or- zUtorv, fi,,r.q, compacting If fill coal r.:ugh 9 -Ing T111,101y I,- the sub¢ad In PIIN,�, ele,ctiprc: a, Lhi"wa Linva anace: 5' It finish goilk. 1.2."Immirq areas: See LierS ,op,,q Pio /Details 1.3. Ekohnnou,, parkinqorcu,, See pq deinol. 14, Ruennink- Jarts , and dn-: So. pcvng details 2 The t.fvo,c? for ores, to be paved shelf not exceed 0.15 it, above ., holew the o,tablish,d subitoodi 3. Protect newly grrled areor from he actions of the elements Arif settlement or wirkreing that occurs prior to ,cjpI,a of Tice, WoK shill he repaired tm?t q,oceo in-stabitshad COMPACTION TEST, 1, UJliiy Trenches and Rejoining il 8-filL The Contractor's independent ,,all, technician and apprl testing b,,,jorfy lcU proctor. in-pon, demsty and mostare tki, at and- depths in Toren or retaining wal' backfill -.it 100 foot kfevuls, or fraction thereof. 2. Comis,,,,Ae I Fill Under Peo,amento Density and nnai-,Iav, testing shill be revmd,dd at road=sev di,pth, r1h J minincom of one test for Loony 5.GN square feet, , fro. cion thereof, 3The Inveti.le of and area adjacent to 0 failed compaction test shall to recompi,ced and retested 1, the eeinfacloo If the Eapeor prior to PcI,ptcT,e of the project, 4. Op mum moixIvre- density relationship will be d,I,rm;rw,I by testing laboratory in c-larn., w'dh ASTM D693 and maxim- density determination mode by Method 0 Of ASTM 0698 unless Itherwc buted in these specification, 5. C?mpdcvc1 611 sholl meet the followilrg required percentages of mo mum deroiI7 51. Unit,, low,,, and plant areas heyand 10 it ivit,rJ, a building pe .meter: 51Z, 5,2. T,,n,h,, and under paved amps (except as rtId in them, 957, 5,3 Top 36' below gravel base in steels and LI 100% LGIOCIAL OF EoCESS WASTE Mj I Pchome excuso excavated material, trash. ij and wants- matencls, from the Owner's pree,,ty and lerjullo dispoze of it in accordance with all gaveraing coles, SPfq DING �TLI30IL4ND HOCH GRIE1,I, 1, Scarify subgrodii Is depth of 3" after it tis divined pe man sel, Sp -cod top,. q ,reply o.vv d.mr,tj, eadi-ja as loll.", I , Lown Areas To Private Property Spread 6' p3hVy cmpaded layer of lor,,:TL 12 Lawn deed, in Pubj Rght-of-walo Spread 6" lightly compacted layer of topsoil. l.'3. Routing Alan,-,,: SeeLandscape Plan/Details2 R,h grace r,,,.lpery aad carefully, ths, to green and --roOc section . thin 01 foot of fh;dh grade shown an the ive,ect Drownq%, less the tkcknass of any suit where c to be rjqf,,. ,pe all grail,, away from the bLi,d6,,3 to psio, pi?,iti, thdkinage. 3. Prepare tpooil nithbit, to receive -,d ond/Or rad. G�,Iinq of are, 'vsi;nOvd! for Istdril sholl I,, rocon,obly smooth and even, arcsin ovcordi with Ill Spec. ,.1G5 TG. All diV,_ and sl_ .s riopsdmj 3' in diancl shelf fee removed from the soil vjlfdEn, of those on- prior IT scu,fing, Ardor, compacted by vehi-les or Manage or henols shill be, plowed, disked end hersellmd to match fellow, if other finish grokkad area;. ZG,r, h, 4, ,, seed It be in ec-rd-e with VrDOT �Pi '!?76 seed! mix No. 2pri, Ipfl:wd at the rate of 100 pemn,ns per no,, a, as onchIced an the Jorkj plane Model, shelf I,- applied and d;,c-.char,1 to all d,,J I-,oa dr,d shoal meet the requirements of M, DT pf,. 3882. Type 3 ca as ollorv,,, imSe,,tcd by the Engineer. UTlLf7Y NOTES SPECIFICATIONS AND PIGILATICki 1. Annerion Society for To0imig Mai.vic;s (ASTM); American Notional Standards Institute (ANS11, American Water Work, Ar,,,' *lion (AWWA); Federal Spr,k;_.po,c (Witi), TTv th,,is Di,piror,rh of Tra,,hcrtation " Stadord Sidwcifi,-Thipr,. for C'nst... hvl' MN/p)T, shall apply to V;, project. 2. The Cor,ract., -1th.11 Ca.mrply with all local Ord,ranee, and codes tugavour with all rLf,c and nPiketic- Of the ON D-I'muIt of H"albb which may apply to [no w,rk, assuring the pielit,, vnd enphorie to rhe on iroble specifirAiono of all phrials furnished end instrIled under this 3, The RoIllovic . ..... y a qub1,1,d to ,,,,,a and deli... to the Engineer I written statement from the manufacture, iap,v,t ocajicl. This shall in a way cip- the Croamal,, If any v-fv,,,i1Lati,s as to h,, jr.hy Of nrqtsJdls turn -d an, installed. STRJCTIIRE CASTINGS Weill NOTED OTHERlnSE ON PLANSI I Catch rosins shelf No provided with (pa following costings 1.1. I, subline: Neenah R -3250A w/ type "C" grate �2. soloteJ: Noonan F-2535 w/ type "C' quote .3. Boakins: N -ch R-2560 wl type TC grata 2 Mormic, shall he provided with the falk,.inig ... Log, 2.1_ Seri Neenah R-1733 w/ concealed pick hole 2.2. Storm: Neenah R-1733 lettered "STORM", center pick hole Fi,3H DENSITY POILYETHILENE PIPE (HDPE) ATID FITTINGS - STORM 1. All HOPE shall be d,ol-well ngh-density co,negated polywhy'eme pipe conforre,vq to the reque,eol of AASHTR, aleir,l and 2ysiqn EtzGeto 18 of the AASHTO Stordard Specifications: f,-,, Highway Bridges except as onciFfied as follows. Minimum wall thickness for IS and 15 inch diameter pipe shall ad 0,035 inches and for 18 and 24 inch diameter pip, shall be 0.05 welea, losall.tior, clooll be in arccrdance with ASTM D2521. 2. J,urls shell 1j.- acloph,cl to pooeide . ,o;l tight j,.nt ur!s,a notef Otherwise on the drawings or in their, spictications. 3. End section faints shelf be tied as apphoed and sholl be provided with hap -ed fresh guard. PENFOPCED C0 CRETE SEWER PIPE (RCP) AND END SECTIO AS - ST6FV IReinforced concrete sewer pipe whall conform to AST ovignatin C M I The evength oldss of pipe shall be Class V to, all pip, 18 diameter ,, less and Class If for all pipe large, the, 19" nernelar, 2 RemorceJ concrete ate, used in conjuncris with oung shelf be farri h night (8) foot lengths oaf shelf be of odecial design in neevrilonce with Ser. 10, ASTM designation C7. . 1 RCP and an,ticirs h,11 be in .rdem-te with MN/DOT r,`36 no lh.0 be p -Aad voth so pp -ad fresh 9-d. E ectien joints shall betied La approved in,, the Eng, e,. 4UIle,,, other se undkent9d sh the Plane, reinforced ccucrelhe ppd jjir,4°, shill ati':m a rubber gasket and shelf conform to ASTM decignation 361. 5The pip, -valt drawn lqether I., ,,Qmv apprv�vd mi,thol of jacking or inachung, This press,re must be maintained until Ivfficivrt holefill ;aplaced to kesp the joint from opening fill the oupr,- A,A, uncelor pace and the c- one-helf of th, inside onval3r spice. The joints shall be ,ad, cement charter sholl ,ornorle�ely If Ir =.d, 1,61-cral-efo9vt tl ,;TfTra,d cintret, pipe i, steeped t� be a ,,leaned end wPt prior to p-cc;ng the ;Icnberl Ill UTILITY INSTALLATION I. 'Standard of at -.ins ond services ,hall be in O,rivdaraa .av he 0 ,,, 1, Engine,,Ar.cintion of Minnesota Flindard Utilitie, Sp,,Cfi,chpra for Water Mo;' and Sev;re Line InvIollotion". 2, ineafictia, o�c Lir cry wind sorm ewd,� hall be in acorditace with the Gill, Engineers of Mpa-uto Sparked Utilities Spev;fiaforii for Sinn ild,t, �,ewsr and S' rm Feesr In SWIF7hrn'. 3. The wol,, distributo,khem poll be dk,rl in occoriocccr, .10 fhrmaai< 19-0,a PI -ting Cade, pull 4715 2' jo. 4, Tracer *to all be tolled with of] Pjl.' ildmwir, AV saran( Jill be Paii-elapoed 0,11", Clovv 52. All war,main Ftfrg� chill be 'ti,ioxi-tomied arcxy Lo,10 TESTING R-Q],�CDMIENTS 1. HIhortdix Pe,Iaro T -t (Water) 1.1. Comt with C'rporstions sIt'n to i"t line. 1.2. Frc,sme test to 150 P,:, 1 3 Hold pressora for 2 hour, 1 .4, Close vaile, offer two hours to feet valves Z,Ccndria ty Test (Wahs-) 2 1. One wvPk offer pressure fest, d of(,, Oil b.rckNk,9. 2,2. Test okfinte, vat 1p d; :% 2, -% 850 croper,-, +/- i9% Ter 5 onn-t- Large flo,thation-defoot;,a test. 3, Bb,t,,np Tect 4, Air Tc --,it (S wen) 4.1internal air pre,v- 4.0 P,., gre,der than the average but',, pressure If any 9-odwte, that may snbmerg, the per, 4.2. Allow mirides for c, Lroperature and pre,o,,ire IT sl�lr,kzd. 4.3. Can,, drop fosm 3 6' ,' to 10 IF,; in too, T a, 30 co -d, par inch of pipe diameter tes!jud, 5 De,fie6on Ties[ (Se-) 5,1. After saws, has bee, n and Lockf;il,d for 30 days. 52. Mankind 11culd he r5% of pot, 6 Teloveoing (Se,,) 1. If Visual Fevaction or testing lradcocc act the vewer has not been cmlcoted in accordance with the eFaicicattiarn, h;-, test may be requested by the Engineer 7. 0t her feeling requirement-, oo,,rr defc,led in the, references dreaems c b,J cpooii,c. 8. �'the "yot Ofds"-dc`os' tobetween nrn ? testing requiraeii,, and those isled in Otte - rcvhcpl:o,, ralleran-ed ` herein, the most st,to 9 ( will dooem. 9. All portions of the Ovate, evivice line meet be tested in olrvs,,Omce with Mphol Pule, I,,To,mbing, (sort 4715.2820. BITUMINOUS PAVEMENT NOTES STkIjRDS - Min .... to Standard Spa: ,f=titans for Tfigo-- vecy C,oscie'l, of ant ed lr,, _ GUL ALAN _BACF ( SL-IIE Proass materml shall meet the req,7rahencs of MODOT 3138, Clens 5 with a compo steJ ti :Tress 0 c inches The"c0grode ahall be le ted po,dr—ed I- the =ot fjctiph of the Engineer pror is placement of aggregate pace rr.er;lh. lodoll finite material O' ,q.i,,d to ,.,,rrmdAl, - plan or.',, - Viet base material to 01,11r;'Junate optimum ot-ralr, content ,the, pr,r l. det,,a,, to Tol+ :fo or os .... os c-Ai,el after being placed a, orkeg,ed, 4. Place in Iiser, rot Txt eceding 4' !r:curace 5, C "repoict with pneumatic 0, dt,q -el drum rollers. 6 After bene course has been indent and thoroughly we( and slosh rill with railer unev all ojgraqdhs or, thoroughly ghy 7, A4w base course to note for a mo,unum of 7? hou,I prior To bitarl ceireu applieo-n. 6LLMINOUS BASE AND SURFACE COURE I Mix Doevenotion Nompors for the bituminous mixtures ,, ttik project or, from MNOOT 23GI) 2 Pavement onnoothiress requirements will be wood for this pmje,t. 3 5-sity for !be bituminous mixture on N;3 project will be the ordinaly P,a¢.t method 4INDOT 236DEC), 4, parking tell, dri-noys, and :t-ts Bituminous Base con"' at'll C."I"m to MDOT 236?, fifes SP14WO-130B BitannicenO Surface co-, sholl ,Oc(rcruo to efinri3T 2S10, T,pe SPsEB24CB, f, Place no cprialkil mixture when [he Glatespric,it, homporat..ii, in help. 45 des-, and falling, oar h,old beplaced mad, wet conditions 6. Mixing 6,1. P.,ing mi,,tLe: Urictm unixta'i, of 'do", aggregate, fir, Lir erste, mineral filter and intivriol 6.2. G,dqfmq and ol Cc,,f,.,m to r,Tlphcdble section, cf the Mincescive Samford Epj,ifir.tiors for Highway C ... tructipo pe,lion 2360, CPNSTRl)CTION METHODS 1, Preset, cterm base come, and dslkv, hot mix onphoil c cancra a in clean tight ve leswith if readn""J. rollirj vivid the hisnriol is hot, (minimum spread temperature 7�0 de- reps F. ce, soon us it will appIrt the roVe, 2. Lay to a smooth svfocI without segregation of material and attain compaction �s orly as Possible. Commence without undue dip l,,cement er hpirf;ve cracking and continue until a minimum of OR,7 of maxinum has there drainer, no further comp rej, n can he attained and Oil roller nj are eliminated 3. The completed surface: S-ith, free of pockets bit will retain wale, and Shall P)t vary more than 1/16" per 4, Perform all Work in acenf4once with [be applicable nerairements If the Virm-ld Sidneiod Skw-:ficot;v, for foot a, more then 1/4" ;„ander 1 16' stmitit edge. Entire 7arface must drain. No flat areas are permitted Highway CnscvHor. FAINTED UNE 1. Special morking point compound especially for striping bituminous paving in am, cost. 2. u4srufactinners Pratt & Lowl Inc.; Sherwin Wr'.— Co, or DuPont Co, Colors: Use yellow paint fconcrehe and aspyit 4 All sdrfooes to be pointed must 19 thr,,,ghl, *on and dry 5. Lal out pointed fire,, with chalk no pavement in acrarddvil, with Project Drawings. 6. Accurately apiely point to the enati, mark.,, using chraig mojfhines, 4" wide ,!npea 7. Apply point in strict accordance with the manufacturer's directions. 5. Protect a;. point from domoqb 6y traffic until dry. I Apply handicap Iva. at Fac diexp stall. FIELD DI)ALITY Cc`NTRQ 1, A.,got Base Tesiig: 1.1. , The gtirefor base (wad shall be test rolled and ob,al by the Contractor's independent rope schr,*c3do Is per MNCOT 2211,3C2 (Qdu,fiiyC-parpor, M,bovIO Once the base rverse had been tested to the satisfaction of the E,,ainalv, pavement mny be placed. 1.2. One mechanical onalhtpis (ASTM D-422) per 500- cubic yards of hose or fraction thereof. 2. Bituminous Testing: 2A, Testof first trunk. 2.2. Ordinary compaction lMND0T 2360,bC) CONCRETE PAVEMENT. CURB & GUTTER. AND SIDEWALK STANDARDS I A" 't ACI 315, CRS1, ACI )01, idlest sorption-, 2. Mirc,l8la Standard Spec ffcoti,,,cs fa. rvastruchon, most rerenf ecition GRANULAR BASE COURSE MATS AL lflKRETE �FAV�IENT�S 1. Compacted th;,k,cs, of fin teed F,ra: S" 2. Soon material snail be g,acqIn with le,i, than 127, passing the #200 ;eve Ly weight. PORTLAND CEMENT 1. ASTM C150, Type I pit,, on approved It, entraining agent, or T,,pie IA dir-entr6hing T ertlond cement. ACCREGATES 1, Lee,, ^e: MODDT Spac. 3137. 2, Firt,Id,E)CIF Spic, 2125, WATER I Cleve, flesh and tillable, MrEr)T Spec. vine 113 F"IT"A VID IAStoC20, 2 P :do ervqi of 4 -l ty vtrallo.. i 8 o� f. OTHER AfFVXTUPES U . L V,DOT - 113. Calcium Chloride or its -�.,kip,,, or i1rcirs, of ell -i 6. oFFORMED RENFQING Sfpfs_� 1 MIXnpc-- 3101 x: an \�Nk . ..... ... . yl ad/ I P,Pp,,Jy steed _hors.. apac-, ate 2. Provide plastic c,oled c� %--crie- at :4:; Intl hir-a 'hot are exqos?d below. -e . 'Qok PRGPORTI(_LqLNG AND DESIGN OF N41XFS I bin OT Spec, 2461 3 2 C -nee Clescifi-rti.im, a.14 2J. Curb and gurpec, ,J;p-fcim,,d co -se, 3A22 �A_12 2 2 Slje%o!k, aprons, oc dentol i-Increfe, crimmy CLrb & gutter. 2.3. Cruill pa,forients: 3Y43 24. Repair ccr-ap, fast s!smq(h -,rstr: 3Y43 3 Concrete S"rifirOtisrs 3.1, 3A22: 1 -2" carep, 39,10 poi, 4-77 It, 12. 3A32: 2-3" slump, 3911-11111 (3i, 4-77. airIS 3.3. 3Y43: 3-4" slump, 4.010 pei, 4-77 or 4 Temperatures of all roo,,e(e during placement shall be 50F to 90F IIISIDED WIPE FABRIC 1, M,D,,,T Spc. 3303 FRINFORvEDENT PLACEMENT I Place, sLpcart and to reinforJng to praient d;,,,4l,smcPt. Fairi si.fl he ifoon of ch, triple, rue I, <=tIbi,r c at 5nvi,;Ih will imisdi, the Lonl, 2, Re:nf,,,,.irg chnif not be welled ne, shall l .... aii If any Kod he welded f, e;Ofo,a,,g bons, unless al'spoird by, the Engire", 3 yielded wire Inbr;c, shall 0 lapeado ort:,tim- of 2 squires pup 2'. Welded wire fabric Ibkdl Ni "Penol completely in the toor,tho cmd draft hel be oilolved ho r0 an �Abglcic a! only FooL C, 1, sus arshe cover o,wr reinforcement, b?rd radii, ate sholl to in carmle-in with the 9v;cK:r,,s ACI 31" per"lieddly, mintroina cited, sc- ,nao be . FAI ,O,i •:Ifanwi -!ed , bv P,Pjv�� Draw iny, 4.1. C,ncretc -os, against and permanently exposed to earth: 3" 42 C,—oI, exi,ii-T to earth ., woohl,or )�" US and sm.lio), 2* (#6 and Q C,,r,,at, not cxprad I. anther Or in ,cedct Win Bound. d 3,/j, 5. Lou splices Shrill be a length of 40 Ivor oleanders ands, lictedo4eP,cjj' it D'IlOnge, a S' a' Wlion Two Louis of different dicaroler are spliced, vo, 40 o,eml Of the s:.pller bar. 6.Icinf.raing shelf be pernthjai�s it all footing step, and Ip,,,d Dtli kRorrs, _�If, pioo,e may be used. CONCRETE P1ACEKnNT 1, pies, concrete as soon Is pc,.iiblq after mixing Place twf initial -at firs dv.vad, and In no -11: after it has coni -ed its water tvlhent to i r more than one hour- ?. ovr A ovor-rang concrete or allceing coveral, fall on-nictidt p, 3 Concrete pavements,not be Placed in c.,,vvrdaa,v with apflhuble porkers MoDOT 2301 and Other rituctiom, which On cause ceq�EIIFn of the aggierg.1c, 4 Idemck, shelf be in ac dance will. MnDOT 5 6'.,ls and gutter ch.11 be foo,ild in roieOrdo,c, with M.CQT 2531, PEOTECTiON I. Provide .,Q, ole protection I96TA .tin, sleet and snow before and during plocam,ni and finishing of cor,crele. 2. Protect .. rete from rerrod'ove drying. Provide temporary co-ril as required Keep concrete covirsously mot for 7 days. 3. Treat droonato with membrane curing eco-priv,J in dro,ocher,a with M,Dr)T 531,5G. COLD WEATHER COj ,RzTE 1. C,) not plione concrete when the ameopher* 'temperatureis below 40 dagreis F,, or when the or ate likely to be subjected to free. rig temperatures ewiten 24 h-, :-ler it has been dep,siO4 police,, pikipuble temporary hurling I, lhe,;ded 2 pointath'concree temperature of 40 to so) degreIs F for 3 days Prated from fzinq for the ivf,!owwg 5 days. 3 NO f,,,tro.1,6.1s may I,vied in the concrete. Chemicals may n0 be ,ed to prevent H ,q Urio. pp'''edb"theEngIt,, 4, Pa,(vva O11,card weather son -ting in -ard with A0 305, JQT WEATHER CfiNCRETE 1. So not place concrete when the atmospheric em;leralure is corive 100 degrees F. 2 Maintain concrete temperature of 40 to 90 degree F. for 3 days, Protect frinto homperitures -r 90 degrees for the following 5 daps. 3 it Thoroughly wet ,, porous ,,face' before con o eirrig. 4. Water reducing opurrixtunes, with nefc,ding properl';as are required for all concrete placed when the temperature exceeds 80 degrees F. fl, Perform all hot weather concreting in c(cord with Af:t 305. FINISHING I. P,I,,do a smooth, steel trowel f Plke,I noted there ane. 2, Provide a br,,omed fir,;,.h on everls, sidewalks and romps une,.I n,ed thiouce. QUALITY CONTP,.,, 3, The I otmals, shall hire an intependent te,,ling fm I, pree the [,'being [,,I,: 1. I The indmpendsrA lertirg technician shall perform randvir, field testing of the fresh indud in 5ank), r, dir lootet , and temperate,, ((.STM C141, Oli�, (7.231 and CIM)One series Of the aforementioned astpr skill be performed on the frit ;rvol of concrete. 1.2. The independent le ting hit, iy . ,( If for compress lest cyIhda,af,, 'he first od of c .... he as .,If a, I evt for e,mj 100 cues,: yards, Or (ninon there:`, of cavcmc tl. ,ftnr, Corip-:,r, tests shall ba performed a; .,I test it ns±er .1 7 days and two hes! cylinders at 28 day,,. iih, fourth les! cynder shot be Iol in the teem of folios, chropre,son veil, on the 28-doy test Cv;okkeirs, CITY PROJECT 15020 DUFFY ENGINEERING AND ASSOCIATES, INC. 57RUCTURAL OWL - SUR" MECHANICAL ELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 259-6575 Fax: 320) 259-6991 Email: moil@duffyeng.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am . duly Licensed ENGINEER under the lows of the state of MINNESOTA Wr C.B. E^ PE 2-10-17 26093 Date License NO. I co Ld 0 bi < > _J < < 0 V) UJ z < z 0 W Z :2 U) < V) 10� L0LalLr) z X Ld V) II . reject No.: 15-13_4 ota, 01-15-16 riewn to tj he ked by. qa vaaehln t/2•r MnooT 8512 1- MnOT 8618 MnO0T 8524 e" m. W CYrb 12', d 2e e _ `.• T MOUNTABLE tT t • t0 T " 2e a t/2•r Mope I STANDARD SECTION THROUGH DRIVEWAY lo' NOTE: (D Placa c •W" stamp par C% Plot. 2TSTR-27 cn lace of Curb Where curb at gutter ara6uB a Wa{.t f9rYICa, STANDARD DETAILS CURB AND CUTTER Z 20tt MINNETRISTA, MINNESOTA srR-o1 Ian uk b. t/2 dnmka of tel plq PM e.naMa sbpstl 2' knortl m. Invlk. 11. + 7 Mahal. .taps Md d pada ttwl aiew breao Pahm 01 Gam 4 1.64 aowmb.am. ..: ot.n, U-*WTNegeud. tlSeel.ry e N lfimtieneta,-1 P!� s :pealfi M comer. 2 dna me.lmum m s wnmum ad.- Oma ena.dwl >.d rte ten�1r.411 1' no An, =�.°fatMOmfanY9°.�'!'r:8 pwpr M Fdienn"al ChunnypS.W (MI9hMk 27' am P raved th.- Saal Ion antl Imin'a a Ne Wn9 mtl at. aa)abmm nnpw Manhole .ben, N.•mh R1p61J .qua, te• an amen, r. r.m W. pahmwad. (,D In -MI to hes HnR•)Zb, yam q - gaakeb. 12^-18' Varix Pnooat Nbk raqub.e. 4 Mepaa 41 d aut aUt Push b, ttlr Ache tad of wap. KCR-N-SFAL manhole haat r •pool Man be prodded for coi Imrk, �phwees aid ha greub0 WIN eM outride. Miller- mwmes W prwak hexa A B" td elruoWro 1+' aesp a m.. aha SECTION Idr.am 1• =v Na- fu anry 4' Of depth arac or men /4'. j� STANDARD DETAILS 1°y SANITARY SEWER MANHOLE rap. 2014 Elq MY ha �� flpm vr. rat NN, mgnbNN lawn. X .huatYn N boated N e MINNETRISTA, MINNESOTA � SAN -o1 ® DROP uo oro fee of war me�mNroa TTy Na. Been Awe1Ny Na. 8 -10321 d6 Bibby-Sb-Cnl+ Na. 8-5180be mti%FFrM M)T ante 1/x^ bled ern Ke 12" .1 caftan ant. weora.•�rol esr Drees new wap TOP TTy�learr Na. ee80 26' MvIbr Ao. N -10J61 28' Bibby -S. -Coda Ne. VBSOI 27' T N. n) No. N-10357 DnKSNBibb/-81e-Croix 8-3001 TON, Ne, 3B t4' Oqe YOM bele, aerow typpoa, Na, be 7e' 3 Pled, 6 1f4' MaIA .1n Na. 60 24' p b.N. Y-4 %fended, Wkw Na. 55 20" )8 rountl boas B4b-S.-era+ Ad N. be. wmpmmta Intent V85YBS20 Na 37 e` ton monufdtuntl In les U.S. V8337 Na. 30 20" a Canada, pod appeared by Va523 No. 60 28" t. CRy Enot r RICO, Wlda Y m taming BOTrdI APIWA C-506-98 kwwane yo am 65 Inkomd In o ram gob We'Nv Na. M-110361 Doo, MOP:r Ty. e. q-SNpo-Only No. v6518 BD• ////jj�7�won�gqCpPrlb9cer Wale inl u•poh"(w) J�YBA3E 8" Dermot. 81.1ANota. AI want 1h Baha as -vase aPP..d pool STANDARD GATE VALVE AND BOX en WAT-02 I anoean .horn L tin mNbnum-ahuebi .tont rpWramertt, So. paelf. W. fa Pre)est epe'al". d.wl'a x, G°�I4en:e "e.roa�Y�.".�.a�'ra'�tn" « "�{«u Arm O•W Dninf3e Map be (nIM d b•NM aorto tot IoW Po1Ma 50 In an dma' 3. eM moe�'iaelmlmbe et "fa, . 30 mph design %peed Nth mlvlmun .508 +, Pi �drr of bb rang e. tnPr . the Dead W. Decd an b. Construct aflumnaw Weer Court One (I) Year after utiPtlee on lnkaibd, 11 STANDARD DETAILS Lora 2D1 DENTIAL 0 RESISTREET SECTION L_ STIR -04 Ger Pay Na MINNETRISTA, I NE RISTA MINNESOTA , R1e42e a7 r t r A 16• PUN SEMON 4tterad I;- I Sower•, - aqua), HORSESHOE DETAILS 2 wneest.e pkk NON., Mlamum et 2 antl ma+rum at a at matai Oiiw.e."ta0"ami en«; (INAnbe r.�aop tea qua. I M E�alekemou' Ch r P3ea1 (Ing Shidnol CW bat fnm DIP °be f°(uut'r"n(h� na NkkppPNa (im Janleer wan fame. 17' amen. sed lel aaldb,Mt rtn�, t natal or equ Mae- at' r, Nona" RI9a1J qui NunTpbmum rt pe nen weep.pN. yam Maniac t.P1 MeS e: plcees e} lot copes tveHlaal poHlon aI0, l CP gory 4'-O' TYP q oornwaem. 6. NI !-into In mantra. b here OIP ie. lead O• ' dM rubber a..-, Prewk Imes N .pufe d, renh a P0.4 P' a .hb. be cut cut It - .Rh to m to w1IMI. race ar wail, .To. {.es kap-N-SGL meH.al. beat ar qJ l 1/2 DN r .1 b be, prodoatl far vnh lny.r4 Do.heu.es all be grouW 1M Hata d ouhltla. . • r Preso.t rota, InoYw b ' /` ` beat• elop.d 2p�prd Invert Mirdmum thkkmu If P -A bees b P -9a• -t 4 pay Ina, esno ar p' ra, krupba,l u' rice or les.. ma Knell xtth 66N .aadm Ina.pm /' In h .r my 4' pm groat.. mann 1 14' amp• STANDARD DETA1.2 ,n o SANITARY SEWER DROP INLET MANHOLEFM, 20t4 as• afP�I � } MINNETRISTA, MINNESOTA SAN -04 ), Sana of beck et bottom BUTTRESS DIMENSIONS 0o u+It inm ule°NiwebPde RPE?� fes, e + oSr IN esM DIE1 a 1 D 8 D1 D 2, O:membn CIA= .hoWa 6' /'-] f -5 1-S 1 -S 2-1 1 -B be Ia my,9n eo mew B 1•-e' r-3• r -t V -e^ Y -B• }•_O ppb e.quk hW a Iaaer 12 t'-1tY t' -t0 J' -i' Mon 4 •. Cm.ub, At,A2.A3 Movf6 3'-0• 2'-0' Y-10 J'-0" 6'-2• Y-2' ], d be a. Hr m ppes.11 20' 3'-d' 2'-e' S' -d' ]'-4 '-A' t' IN, h1rWNa ITh }4' 4'-4' Y -0'6'-10'11-- t0 g'-8" S'-0' MJ pdta 3D' - _ ,-3• ,-0° 1T- '-0' 4 8 w 45' MNYnum. S. Pleas pelylhTfw dhrsm Cmaeb h pet 3. :14=1.1 be Im.ew . a - c.. Norz + s - Sal NOTE 4 A PIA( SIP BENDS PUh 4a' BENDS See, NOTE 4 In cmeloet .1thbe mel qunarant at DN. wM SEC,CN A -A PLAN 22 1/2' MOS Neto: As ' etennek Data toil be can -Wu• or probe pule CONCRETE 'THRUST BLOCKING mon af' Pan. - - Pn ue NNOOT aupavW dd.PR A nvnouled a.- evrbd mrtrFelu afm'I punk Curb PLAN A --I MaN. k.P• tool ROYM m rapes To of Can 7_ N:#.reskbne te'-D• _ �C�ON�� "oP.arzwebn.rb _n P. on.I od H aueulanoe km MrOOT Standrd Pl n. b-297,250 1-a a OI�q n soak a• - Cemnte y Sltlesdk 4' amoral. is -6 4" em per agar ga. (MNDOT 3144) m SEC )N A -AB tattle aces S Opgrpk. 100% arvMw IN es o 4eu*y a r«laud "Nuc (u"DOT ]Ibsj STANDARD DETAItS r SIDEWALK CURB RAMP -DETAIL "OV" 2oa! _ ro .ley Nn MINNETRISTA, MINNESOTA srR-1a • kc .1r1. Eoaentn. aw. 2'na.,3/4 La If mmhele 2 .p/ belt O P 5/a' palm.es bell to weep! 3/4y bell 4 rout a - r D:bmaw noes N MoMota Fra•Ia ..ely ;aMd1 am. .paced , wl0rcbq PLAN VIEW TOP COVER REMOVED 4- TIE "- a�7---4 TIE DOWN DETAIL Neenah R-1785-GY from• a wovea equal .It2 amewl•a Ptak held Ensco Mam•yMane'. at"., search isvalja.aw. 14'p... mpoavaw''in, ruler ECCENTRIC WATERTIGHT MANHOLE STANDARD WATERTIGHT CASTING FCR Nov. 100# 4 SANITARY SEWER MANHq.E Ieay MINNETRISTA, MINNESOTA SAN -05 �ODSVuaUor V Send / rMbch. eompatad�woftm�faln� 2• 3/4' Statnll tEPa.y c ie rope, hr :1/4' swelea. 0, Eppley coctd it. ovate, or Maaoluga gnbm., 45' BoncJ ` -4S Band 3/4" Slolnlln or EDdoy,Mod Tia Mh, a .aalua. NOTE 1. AN ftllrp6 Mop be fusion bonded #Poky pooled duatlla 'iron to malt or exceed ANSI/AWWA C53D orad C116/A21.116 roqulrern. 2. M.galuge wM .Mat be allowed an any CIP wale, mal,, 3. Select "h,far .1111 be inquired bslwaen Inoulatbn, water main, and b.t-tion, 4. All bs'idsatoll ha.. magafuga or tie rode with bNeek'na in a..edanee with standard plata WAT-03. S. Copper "a., wish MPO be Ysed an PVC, 5001...1, B, All voterreath bulla Man be core -btu. or opp,..d epuol. WATER MAIN OFFSET II "ole' 2008 BIKE PATH TYPICALSEC'!DN 0 M T CWa Sa CXy Plob ]TN-tt & 3iR-t5 ,&,Rempr. E_j C �I a• �) I � I Date: Curb -+a I � C S G i �i I =gook Ca. MH - 16' hahld liaak at Du FOC" M MNMum at 2 ort m,ra ] .bnt dna wan(I }MlHas by eenanb odNN I a n 2�- MnA00Tflpro 25aC bl.mMaub i r eafnq PN@240e ELAN tttl web ]' v 8' bbeb for Idveok ontl ]' a a' bb:b ror O ' y �� N a• alar 5 egangab tooS pNM.a n ehati squat N 'Noor aY-Wd Mfess OY-Gran N -Sar MN -Stan, -Wank FE-blmY 5050 pom oree.tnq. Peer ror weak. •hm -farm ih'nqulwom far 1 a N n°�gpa. Y�e°a. vhol 2B' � a a' peaul 6' presdt nillfordd esnanb Mob. enu.elrvatv+a aat4tl weltl• of Hy oink Kohllh rvofbd May. Ivkbk b etnk flpm vr. rat NN, mgnbNN lawn. X .huatYn N boated N e SIDEWALK 7YPIftAI 4�FCTION At join. N ..,we I. trot 4 •O' nag Nom, 0.rtate. \\ P -at mmr.te .ewm y "he-. Mall t grouted an beth the att.a. and ineNe. ho43 or e • W aa., MuminonnlB�1J a �nu1AebR•d pas .b..t Ma A�}q, ... I' 'r4 Hot. fa 4' M droNth. aem.cEM. J7 f�ddd o Cortese (]e-houp" ♦ �oap{a Con 681.M W910M{ ��rrPpe�htl j.hal n aro Cu. tMMpr 9es Cy pato 97R -T4 t StR-15 �^+ q rry nayoW pool (w00t 7136} N01a 1 r P�? t. e• wck .Idewa. '. rrod Nn h anwa. rpu up tlrMvay ' Kole t. Croe.wNk ones .MI be oriel �•Jl Iun•yar/aNNapu Mall mark dare" Ixwom fee 8" wna. t otharw.a M ld-N ahnl ba 4' t1IWI. a ualman 2' 2. NI pawmrt maldrR..MI b h.o Cumnt S.ndma BPanpaaan+ Ndnmwb Manta UHram T.M. central Caches o thea veno an esM oft M me path er awesenk n (MMUTOD) --� STANDARD DETAIL4120 S CRCSSWAtK LAYOUT APm 2Dt0 E 411 I.,TRISTA, MINNESOTA sTR 20 'TYPICAL ~ STANDAR] DETAAl p BIKE PATH AND SIDEWALK SECTION MINNETRISTA, MINNESOTA sTR 'Al 0 F 0 M 0 0 E_j H Y Date: tq anter st qp_4, I 4 ate. MH - 9 N from Bank of C t W-.a�-P - / =gook Ca. MH - 16' hahld liaak at Du FOC" M MNMum at 2 ort m,ra ] .bnt dna wan(I }MlHas by eenanb odNN '-"' M mortar b.besn tech d ELAN a dna by LaN1•ar keel O ' In'.. fkbtb a ..a a.mpmmum den, Lleyn m a -ilei bbm y dba .0-1dMal b N. rwaNNa Oo an: O 'Noor aY-Wd Mfess OY-Gran N -Sar MN -Stan, -Wank FE-blmY 1 a N n°�gpa. Y�e°a. vhol 2B' U-aF.anml pole minYnum 56/N a-6" bhp alwniaod, a' peaul 6' presdt nillfordd esnanb Mob. enu.elrvatv+a aat4tl weltl• of Hy oink Kohllh rvofbd May. tTpop of opPpml.np4Wm Ynoer .p Snp flpm vr. rat NN, mgnbNN lawn. X .huatYn N boated N e STANDARD DETAILS STRUCTURE MARKER SIGNS .� Feb. rata ..fT.1•.! .,aro A.y qua MINNETRISTA, MINNESOTA SAN -t2 Fa e' C.mkar Manhole .n S' Pmak bleb b reales. Precast Imrt Wd d 1/2 d'Amkr.1 pia m1d d a- ropes 2' aboard I-= Marine •Tran .Mtl b pbaW Nab 4 U2, ft.4 dnn�irknam. Ne IN.* -I- ae a ao., haunch la ored,f'Ram S.W. tam Or ego! 2 none.al.2 Pink holo., PLAN MMmum of 2 and mmNwm tot 3 M •Idmnl in A p .4 obnan. ad)u4bnnt and wan tun bad NN roan Sem ehw bnine.PPNe a mart bk+wbn role ,� (1 n ON, ..are and dope, km m.Har OZ' wank b =4 wok. g marine wan .1« ,mon gook" Nan rob with /t nue k e• An ++rod•+^ �, ar queL n..o.h .ay ad 2-d4 ban a An aX.nlqp acwhtmn%.P;wwrir(adNn-S�N. .Ii. of apeNM Y he"i,Nhtl one tlkbl to mart 'an r� coaft cad b6 adNkmml HMP. TOP 11 bared 1 blew top 3N6 . harp 1bt stop .aa eaNd vilN 2 h.ade of 8emmk r pool. �,('?!6 Metal. •b N.rwh P199IJ R'arpool, 1l' m cantor, NYnwnum kPa pproro0. S' MI hes to ruboe, be to Im'a Yarba 'p"p/mp r qeb.. Own IN, cul w Auoh 50Th Node feae a vat. ,:.t'..'."'„Y, •,, Oe2FAl.M mWt ton Po tM bah Mdd• ort nub!h 0' Nlamum Yvb on.- a a' for eWamea, SFCT14' N d.pm a N•e. Nenau We614%IY, 1' . .� .rr wry 4' k .neer than dna reran. wtUh t a- a' . a' to/1p mrh. STANDARD DETAILS STORM SEWER dUNCTION MANHOLE Feb, 2074 ,f cors•` "' WITH REINMRCEO TOP SLAB Nyaro-nMr Tye, Npdrom Hep To WotraW pd.r Madel N hyd.so -226 yanm B..wW to i b-1.6' be bmCoel zutae SaNtlhpo Trowab. Ur_ awm ban. am, 11 tour od Wn oc man Wcer win 1.3 CYa'.a Yana 0 coaa 6r.M, Reekl, Cover ,rt PItykeybna Wnq 2" Cmenb algae the dl nnbp..lm Mb. of a0, ]kd e. wpm tr Rad. NM (Stub . . or E" awtoa d), x All Magoo." 1. 2bet.f/ ea{a.d qua. -[.a whoe.br hydnr. or. (M.INd in aroa. with high a-edwetr `sal, ae noon -ad by d.w:rlM -l. -M. art tan Cty Engne.r. The mol, harp. shell b. Pact" bw. 1., .x hon eft wit quoad draft nae.. 2. Ae WCUls than w*"OF" flwtna arch he Nolan bade waxy new". J. Normte arts 20 mabd nit kaimm .Tod ba from toddy. 4. Cmlroker "I wp* two hydrant nape. m• . d Imtoll" an the I„ hydrant art to Grana ddMr•d . the M.en.tmb MalntMmce FlItsty. S. Al kh"M bees an to N cankrUk4d 50th Polywrooped Ow, Cron 32. 2. An wk.rmaN bob Mat% I. C.n-6N• a appawd eq.d. STANDARD DETAILS Ne.. 2606 HYDRANT DETAIL ab nwa Na. MINNETRISTA, MINNESOTA WAIT-Ot SECTION - __. --' -- - ._ Gaul bol.m No bb.), ao-uahlna an et,w CATCHBASIN MANHOLE Feb, 2014 K"'1 ai TYPE It ole ter. Na MINNETRISTA, MINNESOTA Isro-D4' DUFFY ENGINEERING AND ASSOCIATES, INC. SMUCARAL - CIA - SURIEV MECHANl, t - ET£CTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fax. 320 259-6991 Email' mail§duffyhrgaom hereby certiy that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Lie-adENGINEER Under the laws of the state of MINNESOTA INVE C.B. ViK PE 2-10-17 26093 Date License W. Ldk T 3 a a U Q - 0i y o O w o N GGi 5 K Z _ Q M W F- W Q Q 0 V) Q UJ Z < Z O t. z J Q I- T 1 ZQ LLILLJ ^^��` Z Q0 G 1 c 2+'oold' alob aynbgU. br N.•mh RR33D87YB((at law Petriod Of pal 6memien Rem pock of curb Date: tq anter st qp_4, I 4 ate. MH - 9 N from Bank of C S' ab. Met - ]' be from Do*of a,u a' DID MN - ]' treses Boot r Gun Y Db. MH - 0" oT CUP. W-.a�-P - / =gook Ca. MH - 16' hahld liaak at Du Checked by: M MNMum at 2 ort m,ra ] .bnt dna wan(I }MlHas by eenanb odNN '-"' M mortar b.besn tech d ELAN a dna by LaN1•ar keel er gUaL Ek�.mal Chinn• SIk /N pec. 1 a N n°�gpa. Y�e°a. vhol 2B' t0• a' peaul 6' presdt nillfordd esnanb Mob. tTpop of opPpml.np4Wm Ynoer .p Snp 2 N wit Retn�M , p"aW1•wIN vanes At join. N ..,we I. trot 4 •O' nag Nom, 0.rtate. P -at mmr.te .ewm y "he-. Mall t grouted an beth the att.a. and ineNe. ho43 or e • W aa., MuminonnlB�1J a �nu1AebR•d pas .b..t Ma A�}q, ... I' 'r4 Hot. fa 4' M droNth. aem.cEM. SECTION - __. --' -- - ._ Gaul bol.m No bb.), ao-uahlna an et,w CATCHBASIN MANHOLE Feb, 2014 K"'1 ai TYPE It ole ter. Na MINNETRISTA, MINNESOTA Isro-D4' DUFFY ENGINEERING AND ASSOCIATES, INC. SMUCARAL - CIA - SURIEV MECHANl, t - ET£CTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fax. 320 259-6991 Email' mail§duffyhrgaom hereby certiy that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Lie-adENGINEER Under the laws of the state of MINNESOTA INVE C.B. ViK PE 2-10-17 26093 Date License W. Ldk T 3 a a U Q - 0i y o O w o N GGi 5 K Z _ Q M W F- W Q Q 0 V) Q UJ Z < Z O t. z J Q I- T 1 ZQ LLILLJ ^^��` Z Q0 G 1 c 15-134 Project No.: Date: 01-15-16 Drawn by: W-.a�-P - / PROJECT 15020 Checked by: We OF 1 3 5 DUFFY ENGINEERING AND ASSOCIATES INC. 5'R!/C7URAt CML RVIE1P MECHAMr,ft ELECIMCAL 350 Highway 10 South Suint Cloud, MN 56304 Phone: (320)) 259-65 Fax: (320) 259-699571 Ema'l. mall®duffyeng.com I hereby certify that this plen, specification or report was prepared by me or under my direct euperv'ion d that I am o duly LicensedENOINEER under the lows of the state of MNNESOTA wr C.B. &^ PE 2-10-17 26093 Dote License No. <d wiz N W \ a Z m o\ N M O N K 2 M W F_w Q QQ a W Z < Z 0 W Z = QV�,—^ N) LL Z 1u^0 CY— J z G Project No.: 15-134 ' Dote: Oi-15-16 Drawn by: WD_1771— ' Checked by: WC65 Y PROJECT 15020 6 of 3 a 3'-D^ 4wC ded' 6.111f6.111f%. .tmn T FOL. a} � 0 AI PLAN Ke ba0x .tnotur. an abwD. 00axrnn CCall N.nah p3gpry (( Oant)nuaY+ gnat) 0r RSCOYvD (at Iee paMb) invm . 3 oM -w— if O'drdlulna0MDd0M.�Rh WDerrNaae�n T e Cut er hOFE JIhNMrpq Hna mbrdtlrtl � �) YOH. l.Ah.Ddmt _W.Wntl hx a 1/2, ntla0h 1.. 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PI TMSX 3tMR0 ¢I;IHO 4 %RIPRAP A a�Dua acvuxuPurs 12' ro M' a b Ix Cv CLJ PIAN xY TO J3' r4 to 2DC' C�.J Rlrr Ift-1, rn t .d Sa• ro 4a• :3 b 3a tY a3 MNr WPMP x e4" MO UP a7 LY oM CL4 l0y.rt or a00x Yk0t1 (oro adv ton :. ewrpumu%y mean It».7 roerta or rodMi, 2 mPRAm .' _:... ,. FIR. B10nkat (MNOOi 3601.29) 5EC71DN A -A Crt..Ub FIIIu Tyo. rneDr° '^" d ' «e,rr w^ `ry CC, xpI pW,y 4 Rti 9 �OIT I I• i _ `,permwwe e 1 1 d ... ,;.. 4r• b" Oapx=w.a tall M reubtl boM tx SECTION MWmum Nob tl:IDkn.., 6' far .MYDtuDt I?"far .a 4preIM+. UMalreif in,, 144, : gay aM .!Isom Wih ace 10/10 AtWh. �EnIQ(y amt eE,tom l2' -fa' 3 a 4 a s 25•-12' 1 1 a' 1 da' -72• t fJ4's f3' 1� Aran LIR. BbMnl (41-007 3601,29) SFCTION R -R 6rtnirw R9sr Typ. M ...a: STANDARD DETAILS �. 2004 RIPRM AT OUTLET'S w Fla. x. MINNETRISTA, MINNESOTA sTo—o9 �n STANDARD DETAIL S r` CATCH BASIN F'D' 2014 TYPE I - 1; BY J' SOX On, .. MINNETRISTA, MINNESOTA I sro-D5 v Xyl° ,� ^STANDARD DETAILS CATC 11, MANHOLE Fr 2014 TYPE II �, naa MINNETRISTA MINNESOTA sro—o7 S'ANDARD DETAILS FLARED END SECTION NeY. YOOe AND TRASH C WRD W n.M ». MINNETRISTA, MINNESOTA sro—Da ' �,,.. ,Ff dP "^ STANDARD DETAILS PE PERFORATED PIPE Apn 1v10 U INSTALLATION N ro MINNESOTA ;-T.,!,D MINNETRISTA, II I:. 911 Pbdb+w/d�pr aneh0r 1 1/2•x]/e' eubt eq,N I t/Yx3 d' a• �"-w.r,'wK'''^rort° u°Kor� q YKiW rN Mn aro 90( wn wK. oorm. AK am w.D m e+ava. wra E1pSTND CUPS OVERFLOW J{ I h£ GFURB ISOA` jCHT 1 n HOPE EMERGENCY DIAMETERS OVERFLOW HOLES NOPE SEDIMENT SILT FABRIC SLEEVE PER MNOOT BARRIER SPECIFICATION 3885 t• Y Y 1 1a' IdyO MSCty RYO M If � .aAxc e• m ,r a nemw+T rcPIX. (1 41K. hW4.4d1r14b+0 R.et=nPYlar Xet-ma .kNnm+r ep. q MD v "t` uerd 1OF W 01, HEIDHi OWPFL W AT TI tlr NEENAH R-4341 810AOLL STAKING DETAIL T- nLKA 4faEN9LY ar THRE HREA ADDED HOCK ' TED Fmm .�.. 0.9' XO• fDr xM pe. RCP ialTrrnar .uowr w- � 4 . a ; r r. t n Aa Sktrnm. �- I • a .tow w xOn nK. J a Cr Clan 1• 3 Po'peap q. Ck. YAH. ae eMd a` a0p.gaa"s (Mesut sPr. JI wx uad.) ", 1nrt a uKr a ase. rrami aKKafFa _ M,x•"�'oo°Ni.�a rt wo.a in ton. r .a wx. a a K nr4.1..oDY xm MIR x ' {'vi�W Pvn 4vr amuxn Dww awt K wee Y. .. r.r„ 1Pa Ka + F.ar Fa .�,mr •,av x.u-1 .. v ,crii..Duax . arF .r FD u w 4 raD mxm�n urc STANDARD DETAILS --'---�� a Nov, x0.49 SBLT FENCE n,M MINNETRISTA, MINNESOTA ERD-01 !ADE i ,. Mn' A3aTMetY 1y Ar opw pqut WI,YA ROADCDNI C^+ -1J t1 -FLOW XIDX-RAW FABAC INLET PR DNI CURB AND GJiTffl 1:000. DR cm 1cpRwEo Eo L' CITY APPROVED wLEr =ROrECTKRJ FLOW RATES SHALL COMPARE TO OR EXCEED FLOW RATES OF DITC4 GRATE CASTINGS. P ro r DA. Bou waL . Furc r Dnt¢mr Imnwo TYPE Zs �BIOROLL DrTCH CHECK STANDARD DETAILS •' Jon. 30th STORM SEWER SKIMMER STRUCTJRE wM MINNETRISTA MINNESOTA sro-12 ' "tl STANDARD DETAILS INLET PROTECTION -CATCH BASIN INSERT AFTER PAVING --_ Ony faa�)p. MINNETRISTA, MINNESOTA CRO -04 STANDARD DETAILS 2.5 + INLET PROTECT10Y FOR Nov. 200.4 i (� MINNETRISTA, MINNE `" n a xe. SOTA ERo—o5'M STANDARD DETAIL`: BIO -LOG STAKING xov. 2008 AND DITCH CHECK cM rba w MINNETRISTA, MINNESOTA ERo-08 i -- tB.ktM • • • Ca Pxt.d e.Vin ' = =� ----- C.np 'r eet.d PUBLICR0.911 I • r • • ♦ • • i" •, 1111.. ^1111.. e• Ok nD 3f 4201 Ned. r2ooDf C.wtt dAC FSS A23 0.9 ay O+12r Mn. OQo pWrW+ COnorW Dneld111 •W 0.6 • .+.. «,w .wr � Grp- X1.0 Oiem:W D+ pOgp i YKffi phoPtd bminq. Compaptad BaokAe MatMol x Mb ono Mott tro auaWtnd raarld. R'OUTRED RaONs IUM —6* MIN, DEPTH OF 2 TO G' CRUSHED ROCKa. ` •�//Z' PIPE FOUNDATION k BEDDING IN LOCO SOILS Pipe feYMatiO ImPrevwn+nt mat.rbl (31404 Mea) '.4119 1rM. w Rn east a Ob ane ar a woaMl (3t42A Mea) m en1. am ! J. _� ?'.4..' teen. mar wpp.pate D/4 4W r µ,p07 Apr. Sf4pN Mod, no 4 •• M + b mr CLASS FACTOR Bt.p � mrd° Di P�'^ tmM Mapes }rpm anpula badtltvp matstal paras tfi1 • T9 +. . Cearr Pot, MnDet sPae.q],F2X Med. ' Oper': and MINIMUM WIDTHM. N '.moi r wu4 A", 0W 9 P+o o0. ulmN Oy12' JI` ' b° Mma' oHpa Feunn.VOtlfan�pa WD l PIPE FOUNDATION &BEDDING IN POOR SOILS o dLDIOpFACTOR to CLASS D-1 -t+.-M•5•-Y•ri-.; Campaaad paekav 0!4' Crne Fle. App�apoa net 1 3YL. Cr FIW PCO Med, LOA? FACTOR 13 �.,v real Pod. CLASS C-2 Hand MaM from MgYb eamnq gy�pp• Oumla qualde +I2' Ma. PIFT=27�.' QSTANDARD EROSION CONTROL BLANKET INSTALLATION �' 200.4 Wb n.a w. STANDARD DETAILS �./STANDARD ROCK CONSTRUCTION ENTRANCENov. 3Wc vW nes xa DETAILS uuH 3004 REDING METH063 FORD PLASTIC PIPE — " ""'"'' l `' BEDDING METHODS — Joy 2001 FOR ROP AND DIP IMPROVED FOUNDATION Jwy 4001 FOR RCP AND xe MINNETRISTA, MINNESOTA ERO-17 MINNETRISTA, MINNESOTA ERo-19 MINNETRISTA, MINNESOTA 6ED—o1 p M 7 MINNETRISTA, MINNESOTA111.1D—o2 N D MINNETRISTA, MINNESOTA BED -03 _ ..tea...wxw.. ,®,,...r...a_rxY 01 DUFFY ENGINEERING AND ASSOCIATES INC. 5'R!/C7URAt CML RVIE1P MECHAMr,ft ELECIMCAL 350 Highway 10 South Suint Cloud, MN 56304 Phone: (320)) 259-65 Fax: (320) 259-699571 Ema'l. mall®duffyeng.com I hereby certify that this plen, specification or report was prepared by me or under my direct euperv'ion d that I am o duly LicensedENOINEER under the lows of the state of MNNESOTA wr C.B. &^ PE 2-10-17 26093 Dote License No. <d wiz N W \ a Z m o\ N M O N K 2 M W F_w Q QQ a W Z < Z 0 W Z = QV�,—^ N) LL Z 1u^0 CY— J z G Project No.: 15-134 ' Dote: Oi-15-16 Drawn by: WD_1771— ' Checked by: WC65 Y PROJECT 15020 6 of 3 (ani - au_! B --7----7'—TI sB'a,, t7E "^ I 1%eq g j �% i i i g c ff) woo rO 1 Re ° Es4i M c XPi 1) v r . I GAR. v) ! t son I ( ) ! ) I GAR ;1L e s t 1 I � �� J, HALSTEAD AVENUE: EAST -WEST 11LID Co �S ry '/ 0 0 � � e l � � � ,Q� � 0� =� I we ) I \ o � O a cA°o<y�` W .. 4eo 1 � r � r y'a`p P g r 7 � I J C] Z h 14 1 ,o 1 A."tp. �a �� r� CoA 9�� E� L �tGC ��°�� 3tJ �yygoM.. ti t N J2L�W X7+7=7 ) HALSTEAD AVENUE: NORTH -SOUTH 970 970 980 - - 980 o 960 - 960 970 970 EXISTING GROUND EXISTING GROUND ` FMISHED GRADE 950 Z. FINISHED GRADE 950 960. `...� ` .... _... ... 960 ENO 8" 8" Wy REDUCER _ ` E AN. MH RIM=945.22 940 O I ,.....�- 940 950. _. ". . / _ .. .. _ _. _ _. 950 8C.'O CL 50, 533LF 'N_ 2 ^L STA 3164.6 j 1 8" ::900 WM8' \'M E%� �. 123.4Z' l '. . B Plti (t CL 5G, 4RiLF RIM=960 t0 1 'Or ' IN§ 94640{W.NW; 5 PLF .. I l Ex. :AN MN 930 _. \ 930 940 EX. SAN, MH CONNECT TO Et, � �-----'--EX. SAN. MH 1 197 LF / IATRMAIN EX sAN. MH 0/ 3' r, ;=490A. CL TA 2 Mt. 61 r_ RIM +100- a I EX, SAN_ Mii INV= W NE) CGNNE' T W/ eI4ii 9S645LSFi) _ 1 920 920 93C 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 NOTES 1. ALL SANITARY SEWER PIPE SHALL BE SDR 26 UNLESS OTHERWISE NOTED. 2. WORK WITHIN THE PUBLIC ROW MUST BE COORDINATED WITH THE PUBLIC WORKS DEPARTMENTS. CONTRACTOR MUST PROVIDE 48 HOURS NOTICE PRIOR TO ANY WORK BEING PERFORMED. 3. THE SANITARY SEWER CONNECTION SHALL BE AN OUTSIDE DROP STRUCTURE PER CITY DETAILS. CONNECTION SHALL BE CORE DRILLED WITH A WATERTIGHT BOOT. O+VU a+VU 9+UU 930 3+00 2+00 1+00 PLAN AND PROFILE F H: 1"=50', V: 1 "=10' 0 50' 100' 1 E C CITY PROJECT 15020 C DUFF Y ENGINEERING AND ASSOCIATES, INC. STRUCTURAL - DW - S4'A'" MECHANICAL - ELECTRICAL 350 Highway 10 South SaintCloud, MN 56304 Phona: MC)) 259-6575 Fax: (320) 259-6991 Email: mail®duffyeng.com I hereby certify that this plan, specification or report was prepored by me or under my direct supero s'on and that I am a duly licensed ENGINEER oder the laws of the stale of MINNESOTA W C.R. PE 4-11-17 26093 Date license No. 6i (SV0 IY Z Q M w � w d Q Q 0 W Q� Z O Ld z TJ s` y ¢ F< - U) Fh 1 Fh Z Q171 X Z y A \L G roject No.: 15-134 ate: 01-15-16 raw, by., —W, 1 hecked by: WC857� 7 of 13 �d m � m p 2 O+VU a+VU 9+UU 930 3+00 2+00 1+00 PLAN AND PROFILE F H: 1"=50', V: 1 "=10' 0 50' 100' 1 E C CITY PROJECT 15020 C DUFF Y ENGINEERING AND ASSOCIATES, INC. STRUCTURAL - DW - S4'A'" MECHANICAL - ELECTRICAL 350 Highway 10 South SaintCloud, MN 56304 Phona: MC)) 259-6575 Fax: (320) 259-6991 Email: mail®duffyeng.com I hereby certify that this plan, specification or report was prepored by me or under my direct supero s'on and that I am a duly licensed ENGINEER oder the laws of the stale of MINNESOTA W C.R. PE 4-11-17 26093 Date license No. 6i (SV0 IY Z Q M w � w d Q Q 0 W Q� Z O Ld z TJ s` y ¢ F< - U) Fh 1 Fh Z Q171 X Z y A \L G roject No.: 15-134 ate: 01-15-16 raw, by., —W, 1 hecked by: WC857� 7 of 13 - - - j � ". ,, >�-�-i L- J -t- t✓-f� k�-'-H-V• C I�tV G—�.T - - -• _ _ - � FINISHED GRADE FES q3A �r--,940 i I i i I d I I I i ( ( I i I ( 1 ( (l � �-�! ! I I a� I z• , I l GAR, ,�� '� 1 ��"`�' 1 � � �� z •gyp ` �"za 1 ! I I I P-1--� i 1 ( I 1 I I , I n r 13rr � f p r I 'U`/�•-�.--', I! f I {�� - 0 c �'/�Ty CAP GAR -j �FOTyay Cox f� I I I I I ( i S\° J(��C=..':=�� I °s ( � j..-...-..•• ( i I I I I I i �� • M i- M N pS,�H off I t i I t a 93 J HALSTEAD AVENUE. EAST -WEST PVI STA = 6+00 PVI ELEV = 946.05 PVI STA = 4+95 LOW POINT ELEV = 941.30 A.D. 2.49 PVI ELEV = 945.10 LOW POINT STA = 3+65.66 9700 50' VC R.D. = -2.69 PM STA = 3+60 50' VC PM ELEV = 940.25 A.D. = 8.10 150' VC aN ,o w 0 960 N + a 0 ... 6i n + m + v i ? Gjan so - m < a w o e i, ,�, v ., 95i 94( 93C 920 970 + 5 w 960 950 940 930 920 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 960 18" RCP L=35LF STMH Q3 5=1.25`y RIM=951 '0 950 INV=949.0') A (18' ORIFICE) STMH B8 IN4=943.97 t=913 7SES SA !AU•=sa<700P,.a=945 G5 '11 940 II o+oo 950 2a" RP / 24" RCP L=7LF 1. L-27LF '.==222w 5=222Y 940 CO'INECT TO EX. STMH #2 CULVERTRIM=14420 'TMH 41 INr=342.45 "'A=941.51 (21' ORIFICE) M'P=S'3 .40 930 0+00 / / / I I P ry .T HALSTEAD DUFFY ENGINEERING N�I AND ASSOCIATES, INC. 57RUCTURAL CML - TRW)I MECHANICAL ELECIRi"., 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fax: 320 259-6991 Email: mail®duffyeng.com I hereby certify thot this plan. specification or report was prepared by me or under my direct supervision and that I am a duly LicensedEN61NEER under the laws of the state al MINNESOTA WVNE C.B. 5^ PE 4-11-17 26093 Date License No. z u A� a a: z PM STA = 5+95 990 PM ELEV = 970.50 A.D. _ -3.48 16 50' VC m + ^ PVI STA = 4+00 a 0 PM ELEV = 956.82 + A.D. = 1.36 980 w '^ y 50' VC ca so + 51% + 970 EXISTING GROUND w ca 960 I 21" RCP v=2.29:? 950- STIdH N6 CL STA 5+87.20$TMH #5!� 21' R(,P RIM=9E3.61 CL STA 4+2115 / L 8&Lf !NV 957,90 RIM=960. 00 / "2'74% IN'{=957.60 IN.'. =954 C'5 INV=954 00 940 Ir r'=853.90 $ AH CL STA 3+43. 3535 ' RIM=�,F.88 IN- 60 NV=35 . SUMP=94848.35 930 d 16 6+00 5+00 4+00 P C9 990 960 24" RCP L=103LF 5=1.3i 950 FINISHED GRADE FES q3A �r--,940 - 960 0+00 1+00 950 2a" RP / 24" RCP L=7LF 1. L-27LF '.==222w 5=222Y 940 CO'INECT TO EX. STMH #2 CULVERTRIM=14420 'TMH 41 INr=342.45 "'A=941.51 (21' ORIFICE) M'P=S'3 .40 930 0+00 / / / I I P ry .T HALSTEAD DUFFY ENGINEERING N�I AND ASSOCIATES, INC. 57RUCTURAL CML - TRW)I MECHANICAL ELECIRi"., 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fax: 320 259-6991 Email: mail®duffyeng.com I hereby certify thot this plan. specification or report was prepared by me or under my direct supervision and that I am a duly LicensedEN61NEER under the laws of the state al MINNESOTA WVNE C.B. 5^ PE 4-11-17 26093 Date License No. z u A� a a: z PM STA = 5+95 990 PM ELEV = 970.50 A.D. _ -3.48 16 50' VC m + ^ PVI STA = 4+00 a 0 PM ELEV = 956.82 + A.D. = 1.36 980 w '^ y 50' VC ca so + 51% + 970 EXISTING GROUND w ca 960 I 21" RCP v=2.29:? 950- STIdH N6 CL STA 5+87.20$TMH #5!� 21' R(,P RIM=9E3.61 CL STA 4+2115 / L 8&Lf !NV 957,90 RIM=960. 00 / "2'74% IN'{=957.60 IN.'. =954 C'5 INV=954 00 940 Ir r'=853.90 $ AH CL STA 3+43. 3535 ' RIM=�,F.88 IN- 60 NV=35 . SUMP=94848.35 930 d 16 6+00 5+00 4+00 P C9 990 3+00 2+00 1+00 F LAIN HINU t-MUt-ILL F 0 50' 100' E C CITY PROJECT 15020 'oject No.: 15-134 rte: 01-15-16 'awn by: w'-1773- 1 -ked by: WCBS 8 or 13 980 970 FINISHED GRADE FES i(4A CL 7TA s+42.75 - - 960 ' 7.54' L Iv4'=949.90 4, 6J% .y. a - �� _ S a � .. - .... 950 24 RCP L '09LF -'-24' R+:P S 1.33% - 0 �� 940 i 3+00 2+00 1+00 F LAIN HINU t-MUt-ILL F 0 50' 100' E C CITY PROJECT 15020 'oject No.: 15-134 rte: 01-15-16 'awn by: w'-1773- 1 -ked by: WCBS 8 or 13 PRIVATE STREETS 980 DUFFY ENGINEERING 970 57RUCILWAl CML - SURIEKA 5, MECHANICAL ELEMICAL 350 Highway 10 South FINISHED GRADE AU EXIS`IING GROUND as F — 'S 960 _7 'I hereby certify that this IpIor,' specification or report was prepared by Me or under my 950 direct supervision and that I -M a duly Licensed ENGINEER o oder the I— of the state of MINNESOTA 8' 01100 I'M",AN MH #4 AUL Lp—yicy CL 50, 59ILF ZL STA 5+56..10 G KL LD—,te-- License No. RIM=96,0 80 8' plC NE) L=58LF IJV 94n.4,(5) 4S(-) SAN. 1,1H #3 CL �,TA C 12 70 35' L W=941 11;1-111 930 950 970 960 V, PV 187Lr 3 74% �4 4 MH #1 CL STA 8+0M17 00 IN4=?36,65(N.NE' 930 INV 5.45i 6 8+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NOTES 1. ALL SANITARY SEWER PIPE SHALL BE SDR 26 UNLESS OTHERWISE NOTED. 2. WORK WITHIN THE PUBLIC ROW MUST BE COORDINATED WITH THE PUBLIC WORKS DEPARTMENTS, CONTRACTOR MUST PROVIDE 48 HOURS NOTICE PRIOR TO ANY WORK BEING PERFORMED. DUFFY ENGINEERING AND ASSOCIATES, INC. 57RUCILWAl CML - SURIEKA 5, MECHANICAL ELEMICAL 350 Highway 10 South AU Plan.- 2,59,-1,575 F — 'S .1 .1 "0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 NOTES 1. ALL SANITARY SEWER PIPE SHALL BE SDR 26 UNLESS OTHERWISE NOTED. 2. WORK WITHIN THE PUBLIC ROW MUST BE COORDINATED WITH THE PUBLIC WORKS DEPARTMENTS, CONTRACTOR MUST PROVIDE 48 HOURS NOTICE PRIOR TO ANY WORK BEING PERFORMED. m Lli 0 D Uj Z F— LLJ < U) > F— I < Q 0 LLI z < z 0 Lj z _j r < z0 Ld )Ln z W CZV PLAN AND PNUt-ILL 'Project No.: 15-134 H: 1"=50'. V: 1"=10' 0 50' 100' 7 Date: — 01-15-16 Drawn by: -1774- Checked by: AC -8S CITY PROJECT 15020 9 OF 13 DUFFY ENGINEERING AND ASSOCIATES, INC. 57RUCILWAl CML - SURIEKA 5, MECHANICAL ELEMICAL 350 Highway 10 South Saint Cloud, MN 56304 Plan.- 2,59,-1,575 F — 'S LlEmoil: mail@duffyeng.com 'I hereby certify that this IpIor,' specification or report was prepared by Me or under my direct supervision and that I -M a duly Licensed ENGINEER o oder the I— of the state of MINNESOTA WVE C.B. 6^ RE AUL Lp—yicy 4-11-17 26093 LD—,te-- License No. 2 S. z 0 41 O m Lli 0 D Uj Z F— LLJ < U) > F— I < Q 0 LLI z < z 0 Lj z _j r < z0 Ld )Ln z W CZV PLAN AND PNUt-ILL 'Project No.: 15-134 H: 1"=50'. V: 1"=10' 0 50' 100' 7 Date: — 01-15-16 Drawn by: -1774- Checked by: AC -8S CITY PROJECT 15020 9 OF 13 I H t / 0 PRIVATE STREETS PLAN AND PROFILE CASTING RIM ELEV. NA ELEV. STMH #1 48" DIA. R -3065V H: 1"=50', V. 1"=10' 938.40* 980 o o 6 ,q n- 940.99 0 50' 100' 2'x3' o Ill 945.26 941.20 STMH #2 48" DIA. OVERFLOW 945.70 ± m N n N/A N/A 943.72 STMH #3 w OVERFLOW 11 944.72 970970 RCP N/A 970 5 F w 60" DIA. R -3065V L LF 198 ..i L 551.35* STMH #5 a a' S a 960.00 953.90 C8 #5.1 2'x3' R -3065V 960.44 956.75 STMH #6 FEC #7A R -3065V 969.61 957.80 FES #7A 12" DIA. 1 H07< 96 0 IE ,:-'963-75 12 RCP ,-TNH #7 "�_- STMH #7 960 -2. 02 -- ' L=10ULF 18" DIA. N/A -- 946.25 STMH #8 60" DIA, 757, "=96fi.25 IN IN3. =`Y,? IR ',Q,50 STMH RIM 6n.61 STMH #9 ----'-'�--__ R -3065V 951.68 947.80 CB #9.1 INk 2.30 R -3065V 951.68 948.10 ' INk "7.80 950' 950 - - - STMH #5 12" RCP CS #5.1 CL TA 2+C"8 _,(;LF CL A 2+70.34 _ RIM_^ "00" 0 IN\'=9 t F5 5 3 DCS?,', PIM 9 44 A '=95a LO N '=953 90 940 - .. 2+00 1+00 0+00 O 93 /2er�r�"L�vZyL�- STORM SEWER SCHEDULE STRUCTURE TYPE CASTING RIM ELEV. NA ELEV. STMH #1 48" DIA. R -3065V 941.51 938.40* CB #1.1 2'x3' R-30654+'8 940.99 938.58 CS #1.2 2'x3' R -3065V 945.26 941.20 STMH #2 48" DIA. OVERFLOW 945.70 939.00 FES #3A 24" DIA. N/A N/A 943.72 STMH #3 48" DIA. OVERFLOW 952.25 944.72 FES #4A 24" DIA. N/A N/A 949.90 STMH #4 60" DIA. R -3065V 955.88 551.35* STMH #5 60" DIA. R -3065V 960.00 953.90 C8 #5.1 2'x3' R -3065V 960.44 956.75 STMH #6 60" DIA. R -3065V 969.61 957.80 FES #7A 12" DIA. N/A N/A 963.75 STMH #7 60" DIA, R-4342 965.00 962.50 FES #8A 18" DIA. N/A N/A 946.25 STMH #8 60" DIA, R -3065V 954.03 546.70* STMH #9 48" DIA. R -3065V 951.68 947.80 CB #9.1 27" DIA. R -3065V 951.68 948.10 * WITH 3' SUMP DUFFY ENGINEERING AND ASSOCIATES, INC. 57Ro'C7URAL - OIA, - SURIEn MECHANICAL - ELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fox. 320 259-6991 Email mail®duffyeng.com I hereby certify that this pion, specification or report was prepared by me or under my direct supervswn and that I am 'duly licensedEWNEER under the laws of the state of AIPINESOTA W CS. 1 PE 4-11-17 26093 Dote License Ne. 19-22' CL 28' _ 3 ® a 3 o VARIES 12' 14' 0- O -.-VARIES-+--2.0% 2.0%---r- -2.0%m TRAIL PER DETAIL PAVEMENT SECTION 8612 CURB PER DETAIL PER DETAIL HALSTEAD AVENUE: EAST -WEST CL STA 1+00.00 - CL STA 5+00.00 19-22' C L 28' 3 a 3 o VARIES 12' 14' a -.-VARIES-"--2.0% 2.0%- PAVEMENT SECTION PER DETAIL 8612 CURB PER DETAIL HALSTEAD AVENUE: EAST -WEST CL STA 5+00.00 - CL STA 7+05.58 30' C' L 30' _ 3 a < 0 3 980 0 14' _ 16' 16' 14' o + m o 0 n + m _0 = Inw u no 2.0%-► -20% 2.0% -ate � W � 2 5 rn r 970 5 a F w °' n TRAIL PER DETAIL u N o TO CL STA 3+43 PAVEMEM SECTION TING GROUND FINISHED GRADE '^ w PER DETAIL B612 CURB n 5 5 a m rn PER DETAIL HALSTEAD AVENUE: NORTH -SOUTH / <se' 2 P'P sfio CL STA 1+00-00 - CL STA 6+46.85 `� l 7CLF 9% I ..... cTMH#P .. S744H #G C:_ Sit 6+92,87 CL STA 7+64.37 RIM=V54.03 J ' 11=vet. b" INV=947.20 IN'V 94',90 IV 4 1 INS -947_84) _ 1MP a3 0 oh o. 4+00 5+00 6+00 7+00 8+00 CL 13' 13 2.0% -►2.0%-+.- -.-2.0% 2.0% PAVEMENT SECTION 8612 CURB DETAIL PER DETAIL 30 PRIVATE STREETS Pr CL STA 1+00.00 - CL STA 8+00.37 4 Da v Dr. TYPICAL STREET SECTIONS Ch CITY PROJECT 15020 L LLQ J_ 0 CL CL W 0 W z Q E- n W LtJ LLi (j W Ln LIJ � O m Lel Q LIJ F- L1J Q Q Q O LJ z<z p W _z J � � -J J y Q V) zL.LJ X ^^Ln _z (.0 ^`` Gcc eject No.: 15-134 e: 01-15-i6 wn by: WC 17 75- �cked by: WCBS 10 OF 13 SERENITY MILL ON HALSTED BAY, LAKE MINNETONKA = / 5 J se. � 1 SHED //''-"• , LIGHT BOUARO (TVP) LOT KUGHT c" iw c uctr eowvRD (mv) I MONUMENT ,\ Il�� - SIGN W/ 1 FEATURE i STOP SIGN . t X wmNc • "' I WATER STREET SIGN /•\'• \� ,°°U 1�/ ID ,,,�..• V ) NO PARKING SIGN ^„ / 58' o % ./ `STREET LIGHT Ox tOT LIGHT/_1 LIGHT BOLLARD (TYP) i STOP SIGN / •' i / \,/ ,\ ! •\ l'.� '.r y "°,\l O� �y Xf• LIGHT 80LLARO (NP) Y 1 \I PARKING STALL / STRIPING (TIP)i ' j S PARKING LOT LIGHT \ •, ,: 50-7 ��r \ STREET SIGN Ljj y \ LIGHT Bm OLLARD ()- Lr-�'� e = ^�\ 1 r: \�,.:✓' � y u � .. - I e � ACDE;481BLE STALL � �� 'Y / "u -N �). •.. 'ti! i STREET LIGHT C 7 W i PARKING LOT UGHi�`i d r i rn irZ,° uc�. �) I ':b'0- ✓'�. ..,t.. I HWL=946.7 GHT BOLLARD (TYP) •� PARKING LOT LIGHT i 807.=941,0 A / \\, 4 ___\ i ii I i '' �`+3�'�t`,? • 'PARKIN UGN� y Q THN966.ii __, DAzeeo �/ B /. \\ "\\ e^iREEr ;LGN aNH±e,�. I ;I INAVA Z i /.. _NAro\ as STREET UGHi.K./ ti t , ( LIGHT BO0AR0 (TW) � STDRMWATER ` � � � \\\ .T, p•� �T \ \ `(� >K I� POND 'A' STREET SIGN /� \ ) \ pP`.• \ `� Inti^ HWL-954.9 STOP SIGN L �/ \ \ j \ ,It„J 7 G \ \\ BOT -948.0 1 `i' LAKE -(" ;.rr�,, /.• `r \ \ \ .f a \ , MINNETONKA OHWL=933.0 FEMA FLOOD yr , A '• / lr 1-4 _ \ \ I \ \ v I c woo V��se E NOTES 1. STREET LIGHTS AND SIGNAGE PER CITY OF it x MINNETRISTA STANDARDS. i 2. PARKING LOT LIGHTS SHALL BE SUN VALLEY LIGHTING MOZM-LED OR APPROVED EQUAL. w� 3. LIGHT BOLLARDS SHALL BE SUN VALLEY LIGHTING`` TNB OR APPROVED EQUAL. ,r p �^W P „ 5 —s l-1 PA -10c Da 1.5e1 6 IS t P L O STth SIX 'GRIX uv a¢ TRF n UNC—Cr o NS N %P'RAN* POROUS BITUMINOUS SECTION r'\ al -mac vERu aaLE PA Ire nP . W LavAq /B 14D0 S aVE k JpNrz) f5 C R 5 B.4'f 6 Ai l” ' P C D UNC µagA.T. UN NO N GFU E CE 1— n N5N +IBI'RMC PERMEABLE PAVER SECTION .ERa?r/s cavcaET va;wEn1 6 o 11 u C D- M RISE rn w. sN M.T.LE r eRn, uv„x�rA<Teo IASN ul��a of PERVIOUS CONCRETE SIDEWALK � � l tiY2C<5 —IL —RIRT {.— —,l 6 SM r,1 COMP CTD SP- 915E QV 6VAN GEOR LE ABrfR UNCCMPACTU IRS- 119GRME POROUS BITUMINOUS TRAIL DUFFY ENGINEERING AND ASSOCIATES, INC. STRUCRARAL - OWL - SURJE17 M£CHAN/CAL - FL£CMICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone: 320 259-6575 Fox: 320 259-6991 Ema'I mail®duffyeng.com I hereby certify that this plan, specification or report was prepared by me or under my direct supervsion and that 1 am a duly LicensedENGINEER under the laws of the state of MINNESOTA Wr C.B. ffK PE 4-11-17 26093 Date License No. w F o a � a O D: Z SOIL BORING PLAN P D 1'=50' p 0 50' 100' n c CITY PROJECT 15020 co LLJ � L1J Q Q Q O rW z 0 z p co Q z_ J ~ � = Q !4— _ V) z O W LC) z LjQ0 :2 oject No.. 15-134 Ite: 01-15-i 6 awn by: WC- 1 7 7 6 — .ecked by: WCBS 11 01 13 E== INFOR 11"Pof ;� � of ans. i "id"., (a) 17.93 7 b,", f �, It I'd 11 ( I ) 1 3,ofti �,00,s to., t:, d'o', 41 I— Id biking , a Jr 'I me res clum, 0 2.4bi) square Foot 611-1, rlvre,•11 �11 ba,11:19 . -11 ali spa S to, So,' �TIW,' ,hS ,A. 1.11 mpa,;� . �,75 .,mad WE,fi,q Ntt 'Penno., Are. 1-1111 ig, 2 &1 --s M,� Total D'Ilrbld Also I Il ad he h Its hol,ot p,hd Ah,,h or, d1l;9"ad I, -h" do Ill I.iSli,g condit-11c The b.1,11 -11 lr�iftictl I Act,, qo,hty Eome 'qu.1 I, of .to- hIll the dead are. I the Sit,, (-.SI hm:: til af,"'U." Brth fold.* R,qai,cd P,I,;dId iota a4idd ,he, -e,, --al,tod Write, C..6t, Volo :v I4,988 0 28,354 f C it car's., .1 !r, Discharge fo,lta I— Site 31.6 Its 25�53 (I opus 't Bottom of Pond ?50,0, 943,C ?ndal W,iar Lo,al h /A Tarp of Frd 955.0, 9r48.() The m -,l mo Sf.re noth,, ..,to -.i- atom -der ff lhoo this illojeCt. SIJ 11, wAhlo I mile of the project Id I I�laj lll I j1FA,Ap,,i,eSwdM,()L Choh.dls water hypt Vista , dWPI , on , p ' NO I NO �LTsi, LAKE i, NO SEDIMENT AND OTHER POLLUTANTS Thi , SWPPP he, Usen des,ni mainly h, d bdfhheht Ial 0 .its at th a site on. 10., or d JC,,). Aill,1,91, tb , SWPPP do,, pooh i,pre enliven If rre,;i t S hrh, ed that thate mater , A.will,a I .:A df 11 dri, tramotilg �Ima ad pr,erbs to be demolished, 11 ,debris old the calx. (ie: foarpoint,, at,.,) resultingresultingong fromfromrhI. I,_ vet , III a,, do III— roid -d-, Or Ed mel a,io, ,,I,d bde At the ite. It ,on lo,ta, , hnmf te,als are d,clivi daring lchathm-, the ' WPPP C,,,di1%.t,, (d .... hbid bbe I-PSI,;bIS to, no.tif,ing the Emaginal, Tat, SIVEIPP will than be la,isad to cidne'" the p-ar- and dw,,00l of these oJdfi,h,f poi, aso 'to EROSION PREvENnON AND SEDIMENT CONTROL RESPONSIMIRIES SWPPP Design Eabibeear and Qualifications [),,sign f C�Itn; 'Wrap 'Do,in I' S11PPm i� . -I I,,,,Ie filled b 0 C""'A ' i" t Entity Il �y If Mon ... to h. ;y of Mu"",do Th. Emoh'd lairtifCI, to, -Do ein AT Swea I Do,igh of SWPPP' r r,ht, old Aill expire in 201,2. , , a 'd John Cl,,p-.,, Caltif! tllh cr� adha-tatid,r 1 a 'its at the Ergm,', sdi,s a I a LDdt�A, of �Troio j C, -o May E&5, 201F, Ed,hpy can, be �,-_dbe,l p,. ia,b, C I Total Tr :n Hd,-s 12 ,y%oppp co', i �dor Tin,C t'.t h II -d tl,nduol h .10 saroe ad the ,WP IP Cob,no.d, for HE ppTh, -WPPP id' loll "'notion is well r:s the n Plltilll idl,libect lb,eie) of tln, p, Sed arl IT. "' P the E M So be palbd in Th, SWPPP or in, rhe instal. r. I otedonSe, old of the 8 1 �,dcs with this SWPPP Tho- WPPP C,plIhad, shall be ,Sp,d,oEtd to, the its,, t,t,d ad.e l,,i,g the period fim- the felt of . ,,l - I , o`Eb'i,.,;d. Pi,ing in- pe ,I. the _,n,PPro - lI or th,i, qaali(Id (See bvioe) e lien the project to in "I's, 1 11 , " I 'in pr t 11 Imel t-1 I., tidal o _-site inspection within 72 he,,, -a, eq,, the EAPCA. It :.,rel[ be th onlrv, tor, vib fly to moets the idea da,-. wrnh IRE ;frodifty the SWPPP and that pe,-', '1111IMloach"', This Shah o,o.b,h,J,,d. that he/She thl, !,son oh,,ighadr to -Ie 0, ,WPPP Co-l-pirets, and will a.mq L -I rtv�, Ilfe.d th, ffi,hd in the s,,ace aside, Plalle de, tE lot, 1,1PPP �,I , '.,I c- ds 1 c,adpl,v, I J be A in SwPpp ',ordinator Company' Nun•e I.# Tpn_� - - - - - - - - - - - - - - - a tokneW.1o. that I ,Rl de I, i,q of, ',,tAPPP �ltidailll to, fatsdialect one eill ,resp I ' 'S i,_td.aI n it) r T, h Cca, shass he the le-, Sb,,h.m T,,,;n.,, EnE :t o, - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - hold . . . . . . . . . . . . . . . The SWPPP map gh ,Sher personnel to om,de I, in,, ndlo li,t,,ri L,,,e ompleting the I S ". It I', b ted I - le III or on ah.11 Le trained in S,nsi,o or,, satiod and sedii,amt ontral as el d to that rr,tw,d, halt of the Zpp, 1' V, SVfloff`l CoolUinIto, oho, arra to dolaq.to o of ble duties I,' 41d O _ b, rima, pnoonlel, . list of the ,It as their coalil,blito, shwa be kept na and -11 b-0 me poll I th:, �WPPP. The qualinests,,, sib.il be III,r,ented .coal ,,,.n 16, to the ,,ble slr,,I ba- A Inoy of this hn. S [;of ,hall i.,a prow lie.,` f, the Engine,,. 0-d the pro,ect hoo been compd ad I-eptSd be the 0-e, add RISE SbIiIh,.t.h he, be,,,C f bi ah dI, 'Nti -.f T.maimhic," eobdritbal to the the Orra, ohra ... pcarl.,y to, in. Ing 1,— 1 the si,,m w,tar ,,g,meat •,Am , BMP INSPECTIONS The SAPPP C II} ,zt, ci�mha Shep- SI- he is Sio.lihod to the ,"Voctici to aio.h p,,bb.d .,,it sediment cantle! BMF,or f- the following time ,.a,, 1). 0r,aevery 7 days 2) within 21 hr d IF . corn --t El/2" o a o.to, .,., 24 hours) IrIppedi,his xh.11 be Ional per thk time flames rablf abl," with the f,EIg ..letran, Ir Win ... ioc*(,, of the �ote h- pemabos,it co,or, hot o,k lamhbrF a the, ),is of the its, rsp,,�b.do of .11, pa_dt ,,, ", m to , , ,,, honob, 2) Win— car,it,octilm A", In'. _,nn ""' a' "' "p"ad -c and he .l Ci oct,ily i,, an the peo,", I, a, i . n eje, the f, -i: be ih,pabo. f,,, . pe,i.d 12 .hills i- �,,�,Peddntd in I, ,,, 9,-d ... d;ti,hl Is, , 9 , a 9 ni- the I Zth al of 111, InIlt , I, Ed be SI.Enhen o0w,j, ir,pso, r may te,raid.hd ar.i.1 ad, g I,, initiated , ii-- if , m tied in I the MPCA 3) Where -k has beld rl,olparded to f I, s,,,,,nad -,,i the nu,.iIJ nep..re ,no0,n.daa stmlala most alri:r, ,;thin 24 h,are r1as, r.d.Ff ..,Co at the .1 P,;,;- to roiho ,t1ior, hi�� m-cor, Ei,,(. rd� Th, SWPPP Cdo,didet., end I Iod, which .-hall include the I IE ' A add tm of mplch� 2 Nome ,i p nd,, ';d,2 i,.T,,ti 7), FiId;,,I o ) f in,,I,-.ttons. io'Iiof,7 ,ea1,r,h, to, ,e A) revtrrebohs inks,( g soba, I S,J pI,E, , amp ebrq m,,ibtI-n,,, -bontj,,) Z Wol -hs gri,,te, the. Data -d m.a,t .1 any 1 11 1/,1 a 24 hcons I) It is mmerd- ml, the C � I I'd � '.1 . I, 1. 11 a aid 9 1, 3S Et t too .h,fi,, . h,m site. 6) Do,mohmitotIo of oto the 3V„ PP made al.,,, sl t, Ifthd SWP'P room; at,, bo,"', that I BMP Ed— 11 1 11j I Ed— ads tt,�t is 0fect-s, it sh,11 6c his/her to I hf� the Ergireor of -E, hcdm,; Th Ero�;,, h- than onnenin d the SWIPP A1ing the _ANP' Note: rope, I! I„strect; e,,,d, ?hal L, soth,itted to the Entin... AMENDING THE SWPPP D. the , "Votom If !hil ISj,,t it S"..al thr ,,p ,,b , y If 11dil,t,, no ''n9 t he ... ;an S�oihbb be from the Ielt CIdl�ll to a', �d;,,mt 11.1 d1,1 r, -1 eetd . I Can lI1_ 11 I'd -1 "",1 to i's 0 al, thn� SAIPE'a Shell 1pdlted Illoldl,T,y, Tire r-_ th'. 6, er Ed comp ate I-, ""'i, feddift oil I_ . be dI!IIhnh0. d-9 i he SIM P C rc t E or r,,,h,by o1b,tal, AAt d,f,,,, in Nf'PP as .1 if ban,,, .,a -I,, to the hlgh/orlpa of thi, plofth,! V t !,pool e,oI--e p. ton S,d sediment lbrtlol, the Eri SE -111 be W,ld 111,hako Th..Engineer �ilf th1h lol�el poll, t 11 del, --res d/ol I JI'pt changes to p1n)ACt as - and Idle to the WPPI AftI, �lm,qa, I'S -ords 1. thWNPP. th, EII;dlel eill I— th,,, "111-11111ion. loarI.e. t_, be ml to my ,NPPP C-6 o, The ��PPP C:dirdtr, sl�ol _ 11.1 t-, ,andatis ;, Idled to the i� -Nippip l,p a ad tFiA in, on,,q in the d.conant,tion -, padi on site. EROSION PREVENTION AND SEDIMENT CONTROL amps SlEindfIrds and References M,W, and hastr methodIIBMPI Ird,d in am, >W PP -,Q be m, par the Minn,,st, D,p,,t,,e,t If T,_,d,,t.6dd �MNUOV 5tor",rd 5PA,a;c,bQ,s forC t te,,( thithm. The Contractor ad SWEPPEI C,,,di,,t,r holl tt,i . a I u,,,,t ",py of asf)(J's tral famild6le nith the -Fah, o,�,,!iccbfh 0 hi, StairlIp, as tho,o ... t,a..,d T's I," Cb,A,tou.a.h "Mr' that "" b"" be """' ""' ""i"' Th, C. old IWPIP Co-l-dts, she be e,pt1d W ti, fl,iliol ;to the opid,lbl, MND -bids diving carlt,ochon, by j so" s thsorb. b) be paid to the Contractor for adid.ti,al -k d- to h base :rtiph �(.os, t.,bad A,. I If Shown an the plan, the Contract,, slall dll, I,,, that are net to os J:,to,bed on the tire Thi, may be do,.,, ith flons. take,, sigh, Q fares. aid. h,of shall be -monted a,I, t, the It -It 0 any gII1ir,Peg.dE To If the delid,af.h metrA the Cant It", 0*- b, o," the Carmt., "'t t,"'ohic-to In his/her I'd soboh that the- tt, an, net to be roat.,had Ind co struction aqaiphrodt (tacking tracks and pe,somal vehi hall not be. allowed in these ...... T--- and P ldielizativir, All --d act .1- ,11111,19 lf�` kipoill) shall be or,, red with t,d,po,, a, penarn,,ant eid,h 7 ofy .1.11 or p"ma"ohy as- ag a th't d"t'n If the erb, T,1pol,my, S, pand,crem drEshoge d:lIh,, or I.Etle, whi-d f-sbe or *It,., ad ,Is �thih 290 local feet of the S,,pe,ty Ire or -S, - be p,dId withod h to,11., ., pshmareat cover .t an 24 tours If ca .lru lion. Te -,-,y Ca. If the Chu.Sb,r rho-, b, licit 9,,,,j g p,,:d.,m, in A T too If the to (,, the f •-, , asoo. oldih� 7 a,-,,. and Ill j, I (rough or fin,,n gho d., 9) . : it attic led I,,, , re, � yet been ,Iomd, tempo. I -e, be pl',�,d tel I,I.S 111, Ilog of oll;I19, 11 She, 11 -A, -hi to. one nber. 200 hoo.1 f,et of I p,.,e,t, ;he I, . a I ""'d - �Smpl , v Rlh 24 h.o,I of l,hh.S1h,m an the scred.le, the to parer, call she "A and .1 their .11.-9 BMP •;h" Pi,cn.led Mulch ornich bi +, tad in I ,a. ,, the is !d, the wholete) if t", Contractor Ib o h'og grading f rpt .fns F,, im Id that is slaoyaly "'t S' ' 9 d The match he be Type 3 per MND,�Taop T`ZL An deq,ede quorlity 1 hh,�Pl hall be evenly ThEdli!uA,cl to cEma 90% Ige of the exp -,d I., h .shall be dloct,l as per MNDOT 257- 3F, M"m at c a' I! All a In 1 1;, 11 , foe 1ANDr,T 2575.3G Pilot to the placement no of hh rStaming at the al�h, the oile Shot be ad 'the are. I—olh-or.9h grili per MNG,)T 2575.381. f). AnyT� that "', I.p ed or . -aft of dd action Ifte, the inio,t rd.b,, !,,-,at *h,11 ,, co, 1 yll, cal mulch to I maim' . I ".o% I ,','age 2). Tom-my J nth Mulch I� Temporary st,lb no .;th mal,h I., �� hx.d in red, of the ;is (or the Ahol, ciS) if the h, halting gradino pel,til I., . rid the, I, ldlcbhf.11, Ida-, AIthd,lqh match uhdl -jt b. I -e do,-6old Sao— to,,. the tampo,my aing/t.,f " b,tabi red, the match will or, ,agr- ,ad to be ron,iltained, The a,,&nq/hm1 will re,low, -,y little lai,i - Prior to the t, wing J A - -F, the sh.11 be to ...... - d d to, I,- Srr..th-,..qh q,,dad a, MNIN0r 25Y3,761, I Carl, IS, mail alible ScJ Mi.— 100, 110, or 130 Per k ope, rEi70 f.,. -,,d;,,,, Ii. Temporary dide shall be so.n Irr, EAti Sped 257,`.30. Once dahli -earaq has been ... de h shell be pallet over the are. I, deo. abed pbI,I. P,,m.IS.t C.,.,: Eirah pIlti If Fil;cl glmbl� and/,, plImm,,11 of food,'. .11 S.Ism,.c I-S �hfll be p dad Aith p.I,.h ,, i -o", Thi, Sri— derighadd lo, impe Ifia:irg l,n ru.ldb,,�s, pm,.o/qdI bases, b.dIk_, aho.� ,,a,, "s r.re"oo," IIIloalat of the permanent orbe,s, within 7 daj, of the 'hospWin, -,I firi,h gIf,j;rj, tembe ,rhad.l, �611 hot .11- fir, the o,o c I, Shalt on pre,isfiet; in tho I, flc,bad a da, " III the .,fn6rq a, be tmInd. A�fte, sing I ;dId with of drainage d;t,,h.S ., S, as hh11tIQ1 to, and �ithth, �'W lineal feet of a p Ty line If. fir 6.11 he b, -ear .-tlb, 24 hc,r, ol ... .U.m Is,, dk,,oqb.t,d f- p.,oman fall s l.Ishmhmt reek be provided -E, ... ., more of the following BMPA (l,, bi,,,I� 1) Permanent S,-, with h,lIn 0, dole-, otha,a a,t.d on it, pJ,, .11 .,Sao ",n era 'a, tulf ohalf be Ep,tondd ho ii,,ortment til, I i In do Ed, 1, the III, i,,I,dd A p.,t --f been indoded in •!he t'nox 'he A_h , T 'sho _ A"'lul�SAPMoth, CoClot'llail hall r,,hfy if a Pk,h b by -1 1 1 ap, for I 'S .; ,1 .0 gha, Sort l, ,J, r,d,,dioq. at,,', the Crrnir i, "oll P;s,d I,;, P. r 'I, ho I El 'nr!�e per ,,-a, in is. �j the --ht Ian j SWPPP. Pio,, I I ,A ".ing If per", .. I .. 1. 11, ,it, 10 be 1 ...... d ,no the ,,Ivd par MNDOT 2575_381. d). Co,;,allbo, SEA!l t;iize 7- I iex '. 2im per MNDOT :pec. 3876 6 (IT po,hi stroXI7, Perm .I-tskadioy sts, p. ce, per MENDOT 3,- 25]5.30 0eld, ,i sees 1, he, head So— mol,d shall be placed I— in, ., c, desol-ibe'll obnd, (n,de, rempIn," arl", "'Ited olher i,I 2) CI,bol Blanket E,I3v,h oat blooket sh,11 be plo,ad I, a,,aI a, �iha,h the plan iWdad in this ZV,PPP. To— o.hohI Wt -,'ijl he pmvidetl r-.,., with pa int s.,1w, s disc bed rb,,d, beneath the Id, on Sent -E blanket. Err E"onon control barest oh,11 mW the radhAraments ;,clood in M[NDOT Sp- 3685, See plus for cof,,gb,�,(o) of io, control Llarko' I) E ,J t b;cnikot shall be i,latiled as so, MN00T 'p¢ -1 12 I). Eic,"IE m Itict t,,,hk,t 4e, Fed �n dr)id d.t-he, o - SnIce __ iel to l ithih 200 h ,f feet, of , plopolty line cr SLIT"11 oIbe, shell ')a I.(alles mTthi, 24 hours of the rpleli.h of finish S (Wding parrs an t edwq). 3,', Micros a). Rip,or, fall o, pd,ad in Oia., an the pan . advct in th' is WIgap. Ad h,,,,p poll be rdadoin ;th Type 4 golic6le fotil, The Feb— Lhotl meet the ,,fai,arri of VNDOT Spec ,'7353 Ina holl be worsted as per MNDOT op"."' '.3" R '. c) fp� ' materials o&I r p It the "airandeal, J EANC)T `rca, 3F,)I. and shall be l 3, rISIS d0nvf rhlr.ho, an the pid,o d) Rip,.p 7 . -11 n, or ,d Random Riprood" ord st-oll be pl,,ed I, pa, MNDCT Sp er- 2511, S). Afrgh :1 , emdtb,J for the ip,,p to be dId ,ith rah,,y. it oill be r,mrhy f,, the Contractor 1, he."; piece r"me of the fares A I,,, and . der,d. _11 -keyed y,, of St-y ibr, the I ... t fen,ticol quantity of ,j In— order Ti The chistar,on of th rip ,di, li,olb he 18 more, saler,Ih x0.Sd the pl,,I. 9)Rp ip,.d.ogiontand at III, aIJ ,F pip, ,11,1, 11,11 be at...I I �41,a ,'d han,a at salkluin, of the pi,e c,addt add -b, I. ,Ip I�, ,_he , h) Rip , cified in drainage Oltcf,rb ad ctej "", and ithin 200 liba.f beat. of a ,Ii line or water lh.11 be oselbard wthhh 24 he,,, of the romplation of Twist, cj,odbrq. ntrol The f II P <Idimart BMPT shelf Le inapleoholl a, part or th;I E,,,,j, 1) ',At F"re SM lems she be -1.11,0 It the 1-6- Ah,.h In the plan ;iod.d in ti, o SWPPP. tbr - ,It f- sholt be , ,:hire viced and I,oteliola stroll -t the req, Keener IT MND,)T Spec. 3886. 7;�'l �h ��e�d ,,.p,, MNDOT $per, 2573,3:1. 5i be I, m any opa,,cient gr,m,,q operate,,, rad ef,il -ohno;d in tof and anshint,dred onfil ap9l,die t los.,ach FrIl 5ti,,d 'i.h (-. below) _:It fen I:h If be -of Iep,oa.d it didg,,d d.nIg, �r after h:h aa.rto, or if ,d d, t - the ;do of the forice reaches 113 of tho ho'ght of the fer- I or atel.rAnh.at If SEE fere shall be c-plII,d within 24 he.,, of P,,,;*,, of llill I ... F go, sh, ;em,ad,,t, or mode - a short term oIt,;t:,,,, each hmlo p,rolh1h. art -term act i,itiv h.11 be I, q"' ly , on his of "It I namild 111111hell its' L.ahfpl�b(m If It a short -t on , I rainfall "I imminent or FIe-,k,d h the a,,, III— rm. wilt hall be 'I'lled '79"' of if the o-n -6, 1, has been completed a, It The Can ni,cil, I oJAsed to 11,11,1e of to,, 0,itiaa cinrog cry Share, m, di a, pmIti,atne No .,I b,,n ad2lai will paid do. I, dai o,ft far a or --cooed lhrt to oh,ti.r. t rcokpila,, h 1 be p1 Ih the td on apgI"' t f Silt f:... WI-, thepl tompohm, r, str,liptl, atI o.ligh.dd bill fain -el the ,, �r`opj" r,1r1,�dbd,E.y dditi.-I oil( food. J,�,Jal mr -v,f...gutter, _ ch ta.dindl, -I-t hict, or ..Bets. "uhi shall temporary oil Itockpil. be P1oc,d I— -tar, Sort, and or d terse, 2' C I, , I— WlktD'I'' a'n ,.fm,t r, WIMC0. ".11c-- o, his Ao,Cbe 01td It (952)-233-305. and the, ,,T, S ,00di or, b) "R7,,j [),o , 7,:J ,,b' do6ce, 'I, in,follsd at .1; Sh basil, ac.' , .!is, J Ila ,t,l -i, ou,ots, *Red Dra, Top Dol' doem" """ " ." I and bI oJequ.t,,y hrbirtrd until p- ,ort is on -Stroobf,r (is, , orb and I, tt,-, ,d;." 9,:�p sort ., he), In .,,as JS-l tad (.I t.,F .,bE:7h,r,L ',rd- ), Top Slab" d-so.S o place 161 Final ,, at 'p9t,"'ient o"'I is loli,olilhh, u,1h ,ri If hon Sarni -,,d,-,_,. lb, P,mor Cloth T, _,,rb' �rrd I- cad with I, ' 'A' -adh, t sae., tont I'll lne 11.1, The 11 M 1111IS, 11.11 I'm." , pls ant! F;,,, or areln ,, b,,,,h cl)� The roare Ell„hal l i -tall 'no mSh, the �hh prat ,n per the nh,b I,j "I"I"'.["', 3) Cul'snt Intel p',h"Ual ” Colfb is 't blet ,mc:ti h` drl al V-I Woh 11 ar �,bt o', m?dst,7 it,, c,h-d_ti_ f the I,,e,l : d 'an dadtd 0� SehIbe I i, thSwOcis for -,.,,all et cmdons. b) hIllie Ipp�d add -7" he in is t ." d-b., The I IS I go.to S 'ib .11 in .ad a FaILI 1,PkSSt;.r1 be meet the recii.oamU, If EINDIT �ol, 3886, I) The -11alt hist p,ItSIt;.I Ib,,Il I, lits"ad artl ,jo in place add -j F-1 �b,tdhli?Iboh of rd pII,dt o,c,I h,,, beer astArk,hed, I), Cal, onmrotkI, be epad a, oplor,al �f clsori dum, or I 9. .in I,adl, scl,-slated bodiment -mad �Ztdi,nnrta, of the W,of di- Rep- I, ,plh,,,,nl If �It p,,.Uct,1 0,11 to sm,pichad .0r, 24 h,.Is If ,/Z he disco"S', 4), T,ohpaivy rock C - Ent- Temp .,.,, -1 boa enblares Shot de installed I if,, oosto- Ih,nn the dIn in tWPPP SI.I loh,rl for ir,n ... y kent,lod. - b� :' the C.t t,ld,, chi„,, 1, r the site lla- rbl,,. .11re, than .,are tdrh,,,.r, -k inti ons are po,n,d on the pions, ad S.GaIll lemparory look artlidh ,all he placed It Ed— lodfl, took anh-In,o shelf be r,rSr,'ad p , the„tart q gro6ol, apa,.6p a- chief a-m in -io do be ,u,rl.ihS,l ho(il F.I.1 St.bRi6So has been ast.til mned I) TI-p,,,I,, ok ,himcaa, shall b, maintained in A hannse, that the imrs, paht Sed - A -kin, to 1t vent V,al ” I tshop., ock I.,tl.a,e i,� f.ohd to Is in,rotwe, it s' II be .1 i,p,c-J within �7'haar, ., ` d_.'s” I) The a p,,'-,, T,ES, A go.e0le Fabric be -ad, the tmo,,oy lack artbr,mc, The fabric nhuy a,ani the red no Z h% the ` life of the us it will re If, do' into the ass,irring .,,Is, it the C,rbtr, .ho r, to as Eaton, it ShTj me't to, no,faini I MNDOT Sp- 3733 and 7,h,ll be thotad as per MNE)0T 5s, , 251 1 382 sed; f) ( t ment mkmg from the Site oi I III �,aad. to. ardinnimV�,Il be removed with , usst rthe, l,e, a, ,,Pp,.eed I "ton'_ aro 9" 24 hours of chIa,y. Ths Iy be 'led 's, expel„ are., of the cite. of"Em"d . of, s I- MpCA o"'ohart, 51. F tar Lacs Filter gE,Sll I, I,tallad of the I ... tons she,,, on the rich I,d.d in this �,WPPP, F; -S Ifoll a.n,,;at of "Pe Wood F,�,.,, br11, and meet the oap,arm,,d -,f MNDOT So— 397, c Filler 11��d a per MNDOT 'SI, 257,-, 2J 6) ; a13" "`�; be _mAjo.t.,y it Filter 'I be b i d lf -,i- 'ent',1 blanket. o1s, 1.9, half nerso:h to place f,-, the life of the P,,j,,t, and o-. be ollowetl le d,,,-,, sta,,I), D. _,W he If d,le,it g .1 and, b,. 'Is q r.k for this d--1, the ,,, db,,h S,lo ih.11 be ma.tad PhI, t"'gi ff 1lo . d1s ecte,. Treardl-A 11 d E1191 Shot be I,hi,,,,I ith the ,a of a 'D,I:fy De.,te,i.9 Bell' I, mdm,f,�,Wled E, o,b. Inc Dodo�, P,ddpaddy Prod is Inc. can be ,, it od'd A (b7?) 3)7-0141, and their eb po, x w.d,rP,ado, t, or-,, The -0.mly Dohmg P,.,j' oh.11 be i1slaled, nblized, an, moi,ttored per the marid,'ens in'll'ot,lo, and ..pec fcat'ons Oe did?, at., has "In tile1hd, it Ily be d:11Irged df its ,, to . ,fIld -1- Th. r- ,a -,11 Is vofl, to an-,,,, that it is neltdi,aly .. old 'aly diff rt I— S, o,jnr, If dfischa,�o ;a not:,emoly 'd,[�`, the Eng anal be 'cotborl, I, l"Jitilme, hasilar.ritionatl,it ; hl,,, on,, be o--). 10,,at,de a,IJ.n cimr.1n 111,S -odid at Sto point ,f cb,,h.Se if it a . ..... 1 6, 1, ,Wblishad to,f Th;, al, n .antral as, 111.ct M al,,od lip Is. I, ,the, hppl.11d e�',�y' ai,,,Eh',,asm%thml_, The yf, at anieho 1111I.E bel 1 ,h,IIbe I he Cc `tract.. d- eho, the - 1 ebro of the I go add t I .wile ono "'i"t" - T.son cdd,r rdac� U, a, I E, alt to , E lat "" 0. d moll be 'bah, e 6 ."ra, d:, sa�, h.d dewatering d ,he, hot do -- n .1 °1 .,h I d.11fillg, Pollution Prevention ,,m,bt ',I'da M.". d.ring -a,t,a tv-, mclad,nq -.11ectod -- h ,, :tun oteals. fl,,awg rebri, h d_a0 pacer, 1Z . anl,�EV tf I ", IS ell be 0sp.,or of in .,ddhod rth MICA di- 1 eq.;,am.rto Hoz di -W6,1, 111,,ding berobomp o t t point, add other Fo,s soust,11-s. m- Ill, property Shda,y ,ItnhmahL. to or lEols. 111k, ,ad other jis,i-,,go, `od11 1. tic tho at,. I, from ar,f,im, and .,holt i'l 6-11j, 1, Iind riptold1 materials ,.roll be stored Edem," 1.71bmclrha If Sdr,I,6,, q,ipa,,,,t no E,doa, , N(T (l ad i oc',diar, --at -1-t p,b To, sholl hmhta this to thin, pil-Inhol ',I No IIbd f1i STABIU7ATION F-1 Shelf be -1,rol es"ohli,ted once the b.11c,,ing rev" idents he,,. been Schie-d: 1) All S61 arlart a:S,h at the , l , -11 bear cr,,1;,,E110 add oil ple,i.usly -P- -ted I., tort , ..it .... A of the ite do,hq her I o", pe" or"t p"'n" �` "get' too c-, ilith a ii of 0% the arh ofth-,t,1 a,,,,. All Imp^,= -,.s (i, baildirs, pc,amdrh,lq,S-1 lb�u IS) h- been -t", ad. 2). All permanent storm ..tv heot,i EsdPo h- deal d,bera,ted par plan ,h,' ,, foo,tithroj p,,Ed W, All ,do-na.t has been heme,ed from III thme, oter on,ean yetem and l wafer treatment Biel 3) All t,ni y. tM1 t vnJ 1,h.ot.,.1 br,o p,Sddi.d .,, bor. of t f GMII Eli Ot f-, st doir, p hd d,,,,., . cic.) he,, b rearmed From the 1 Tand,y Bibi de, geed to deSom,, in place (:,, lilts, SgI aro_ blanket. od') may 'am'd in d 's. ADDIMONAL COMMENTS The Co,t ... for is ,.I,$y rl,pA1hn to, the cl,,a,p ol any ,tl,,,d,, at-- ek", Mlhl, ts'o .o.!ire state (.� refined by the i I G,rl Star- Wobs, Pra,dhj), C u r- ,.,I..y rbo.e, I, other property do-.9o.d by nch,ctid, rest, J to this P'gj_ t B,..dS, the NPDIr, permit (MICA -Co — St,cta, Permit), the CVoTho, sholl I[bbiih oil .h,, S,y local go ... bmalt pol1 related h„ I_ian an d *,ci rkn,i, if dpl:r,.Ida (in Wot,ed District, Gaudy ty Csil and Water Lhti D:stric t. MNDOT, ate) Thos SWPPP is intended k, p,,,,,;de a oS1 for odd,osSing the Isod ,,, nt,d adol room waternaicabar ge en, ,ones --:sated with thisp`jact. It i, 1, be ust,J in jimchor, with th, or, It rich,, 'o.,; and the MPGA Gm,erci „torr, Wier permit, In d,:t;.d to the -WPPP. the 0-1, Cfmchm. and ',WPPP Coordinator shall r0w,Sa bho-sal,es with the ael yq,iry,lodtc drt,al in the MICA -,-os Water Permit itself old pro -aspo,,lble to, amopl.ros with th,, permit'. term, ,q,irem_ ,,'s, and condition, Thn Engine,, con provide cap, of the permit upon requestt CITY PROJECT 15020 DUFFY ENGINEERING AND ASSOCIATES, INC, SIRUCIURAL OWL Stfiff"A WCUMICA1 LACOCAL 350 Highway 10 South Saint pirit Claud. MN 56304 IS Phore7 �3M 259-6575 Fox: 320 259-6991 F mri mSiI@d.ffyorg_.,xrn I hereby certify that this plan, specification or report was plrelpfred by me ., aad,, my dIanot Soperfisida and that I " a "'y LiSeesedENNEER ander the laws of the State of 'MINNESOTA WAVt C.B. 6^ PE 2-10-17 26093 Dote License No, Ad Is to in- to �7 oiect No,: 15-134 01-15-16 E 'ad toY' W "-1777- , ked by: 12 OF 13) SERENITY DILL ON HALSTED BAY, MINNETONKA v � I I I \ I 4� � } GRADING NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS e INCLUDING LOCATIONS, AND RIM AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION G M 9 AND SIZE OF EXISTING SANITARY, WATER, AND STORM SEWER q STUBS, AND EXISTING GRADES SHALL ALSO BE VERIFIED. i a 2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM i J d A TOPOGRAPHICAL SURVEY FROM DUFFY ENGINEERING AND 9 ASSOCIATES, ST. CLOUD, MN. `\ 3. BENCHMARKS: BM#1=943.23 (TOP NUT HYDRANT), BM#2=998.29 (TNH), BM#3=966.11 (TNH). ✓ 1 � � r✓ Y 4. ADDITIONAL REQUIREMENTS, SPECIFICATIONS, ETC. SHALL BE IN t ACCORDANCE WITH THE OWNER'S SITE WORK COORDINATOR. L , CONTACT OWNER FOR INFORMATION. 5. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE _ DISCOVERED BETWEEN THE EXISTING CONDITIONS AND THE CONDITIONS NOTED ON THE PLANS, WHICH ARE SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS. 6. IF REQUIRED BY THE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE INSTALLATION OF ANY STORMSEWER UTILITIES. 7. NOTIFY ALL UTILITY COMPANIES WITH UTILITIES IN THE PROJECT AREA BEFORE THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF UTILITIES BEFORE BEGINNING WORK. 8. SEE SHEET C3 FOR DETAILS AND SHEET C4 FOR EROSION CONTROL SPECIFICATIONS. 9. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES. CONTRACTOR'S BID/QUOTE SHALL BE BASED ON HIS/HER OWN EARTHWORK CALCULATIONS. 10, SPOT ELEVATIONS ARE TOP OF CURB AND FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE INDICATED BY THE LOCATION OF THE SPOT. PROPOSED ELEVATIONS ARE i� INTENDED TO PROVIDE POSITIVE DRAINAGE TOWARDS CATCH i� BASINS AND/OR OUTLETS, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE REQUIRED ELEVATIONS, WHICH WILL PROMOTE POSITIVE DRAINAGE THROUGHOUT THE PROJECT SITE. 11. CONTRACTOR SHALL CONTRACT WITH A LICENSED STRUCTURAL /i ENGINEER FOR DESIGN OF ANY RETAINING WALLS SHOWN ON r _ THIS PLAN. ICE `- 12. LINEAR FOOTAGE AND HEIGHTS OF ANY RETAINING WALLS SHOWN ON THIS PLAN ARE ESTIMATED, BASED ON THE TOPOGRAPHIC SURVEY BACKGROUND, AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. \ 13. ALL STORM SEWER INLETS, OUTLETS AND MANHOLES THAT \ ARE NOT WITHIN A PAVED AREA SHALL BE MARKED BY A \ POST AND SIGN PER CITY PLATE SAN -12 UNLESS LOCATED \ IN A MAINTAINED LAWN WITH EASEMENTS. \ \ 14. CONTRACTOR SHALL OVER—EXCAVATE POND BOTTOMS TO k \` COMPENSATE FOR EROSION. 4 t'tK'' v j\ 15. SEE LANDSCAPE PLAN FOR FINAL RESTORATION EFFORTS. NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES, THE CONTRACTOR WILL NEED TO SIGN A HOLD—HARMLESS AGREEMENT PROVIDED BY DUFFY ENGINEERING & AGREE TO PAY A $50 PROCESSING FEE. N GRADING PLAN ,•=50' 0 50' 100' P C c CITY PROJECT 15020 9 DUFFY ENGINEERING AND ASSOCIATES, INC. 57RUC7URA( - CIVH - 5URY" MECHANICAL - ELECTRICAL 350 Highway 10 South Saint Cloud, MN 56304 Phone:(320% 259-6575 Fax: (320) 259-6991 Email: moil®duffyeng.com I hereby certify that Ihis plan, specification or report was prepared by me or under my direct supervision and that am a duly Licensed ENGINEER under the lows of the state of MWNESOTA wvk C.B. &Y PE 4-11-17 26093 Date License Na. z M O ec z z _o C� O W Z 0 z ci- CD J Z ryO CJ:f O CD C) Q 00 W 0 :D W z H W Q Q ¢ O = w p w Z _z = < I¢— = cn ZO � to z w h (.0 7; 'oject No.: 15-134 'te: 01-15-16 awn by: W ,ecked bya ,j77 13 OF 13 ri Executive Summary TO: Honorable Mayor and City Council FROM: Sarah Smith, Community Development Director Rita Trapp and Laura Chamberlain, Consulting City Planners DATE: June 22, 2017 SUBJECT: Dutch Lake Preserve Project Terminating existing variance (Resolution No. 95-98) on the property of 1861 Commerce Boulevard Terminating restrictive covenant with the City of Mound for portions of property on PID 14-117-24-14-0003 Approving Major Subdivision — Final Plat of Dutch Lake Preserve Summary On July 12, 2016, the City Council approved the Major Subdivision — Preliminary Plat submitted by Trident Development, LLC redevelopment of 1861 Commerce Boulevard for a 72 -unit senior, assistive living/memory care rental housing project. A Major Subdivision -Final Plat for the project has been submitted by the applicant. A review of the major subdivision -final plat finds that the final plat is consistent with the previously approved preliminary plat and that the conditions identified for the preliminary plat have been satisfied. The applicant has received stormwater approvals from the Minnehaha Creek Watershed District (MCWD). In general the project is the same as what was originally proposed. One notable change is the conversion of a wood deck on the west side of the building to a concrete patio. Staff has confirmed with the applicant that the impervious calculations previously approved included the area. The applicant is proposing blue and tan for the exterior building colors and has been asked to bring samples to the City Council meeting. -1779- Discussion/Information • As part of the plat review it was determined that the property has an existing variance, Resolution No. 95-98: Resolution to Approve a Variance Recognizing an Existing Nonconforming Use within the B-2 Zone to Allow Construction of a Screened Porch at 1861 Commerce Blvd. Because variances run with the property, not with the owner, this variance is still applicable to the property. City Staff recommend that this variance be terminated with approval of the final plat, as the situation requiring this variance are no longer applicable to the property. The attached resolution to terminate the variance has been prepared for your consideration. • There is also an existing restrictive covenant on the western parcel of the site, PID 14- 117-24-14-0003. This restrictive covenant was an agreement between the property owners in 1990 and the City of Mound to restrict grading and building within a portion of the property. The new plat will establish an outlot over the same area, thus similarly restricting grading and building. Staff, therefore, recommends that the restrictive covenant be likewise terminated. A resolution for termination of the restrictive covenant has been prepared for your consideration. • The applicant is working with the City on a stormwater improvement project in the vicinity of the SE corner of the project. Staff will provide additional comment on this item at the meeting. • The developer and Staff are currently working on a development agreement for the project. It is anticipated that the agreement with be brought to the next City Council meeting for consideration/action. Members are advised that condition has been included in the resolution approving final plat requiring City Council approval of a development agreement for the project. Timeline for Consideration On June 8, 2017, the applicant provided the City of Mound with a letter extending the timeline for review of the final plat for 60 -days past the original deadline of on or around June 17, 2017. Notification Adjacent property owners per Hennepin County Property Information website were notified by letter on June 21, 2017 that the final plat was being included on the Tuesday, June 27, 2017 City Council meeting agenda for consideration/action. -1780- Recommendation Staff recommends that the City Council adopt the following resolutions: 1. Resolution rescinding Resolution No. 95-98 that previously approved a variance for the former house at 1861 Commerce Boulevard. 2. Resolution terminating the restrictive covenant with the City of Mound for a portion of the property of PID 14-117-24-14-0003 3. Resolution approving the Major Subdivision — Final Plat for Dutch Lake Preserve NMI • • i • • • - , WHEREAS, Trident Development, LLC ("Developer"), has received land use and subdivision approvals from the City of Mound to develop the properties at 1861 Commerce Boulevard (PID NO. 14-117-24-14-0001; 14-117-24-14-0003; 14-117-24-14- 0004); and WHEREAS, Commerce Partners of Mound, LLC, is the current owner of the property at 1861 Commerce Boulevard ("Property") which is to be sold to Harrison Bay Senior Living, LLC; and WHEREAS, Commerce Partners of Mound, LLC previously provided consent to the Developer to submit applications and obtain the required approvals and permits necessary to undertake the Project; and WHEREAS, the Property is subject to a variance allowing the construction of a screened porch in the B-2 Zone, approved by Resolution No. 95-98 dated September 26, 1995 and filed on October 4, 1995 at Hennepin County as Document No. 6482484; and WHEREAS, the Developer requests that the City Council consider actions to terminate this previous action as it will become null and void with the Project to be undertaken, with such termination to become effective the day construction commences. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound, Minnesota as follows: 1. The variance adopted by City of Mound Resolution No. 95-98 will terminate upon approval of the final plat. 2. This resolution pertains for the following legally described property included as Exhibit A. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, City Clerk Mayor Mark Wegscheid Le -gal Description -1783- 2 CITY OF MOUND RESOLUTION NO. 17- 9, 94 DiFY-11 .1 N*LOIN 11 NIVA4 90 • WHEREAS, Trident Development, LLC ("Developer"), has received land use and subdivision approvals from the City of Mound to develop the properties at 1861 Commerce Boulevard (PID NO. 14-117-24-14-0001; 14-117-24-14-0003; 14-117-24-14- 0004); and WHEREAS, Commerce Partners of Mound, LLC, is the current owner of the property at 1861 Commerce Boulevard ("Property") which is to be sold to Harrison Bay Senior Living, LLC; and WHEREAS, Commerce Partners of Mound, LLC provided consent to the Developer to submit applications and obtain the required approvals and permits necessary to undertake the Project; and WHEREAS, a portion of the Property is subject to a Declaration of Restrictive Covenant ("Declaration") in favor of the City of Mound, dated January 29, 1990 and filed on January 31, 1995 at Hennepin County as Document No. 5622339; and WHEREAS, the Declarants, Antonie VanDerSteeg and Eva VanDerSteeg, declared in favor of the City of Mound, the following limitations and restrictions for a portion of the Property: 1. The [portion of the Property] shall be considered unbuildable property, not suitable for the construction of any permanent dwelling or structure thereon, and shall not be eligible for the issuance of a building permit by the City. 2. Said Declaration and the restrictions imposed within may not be terminated or modified without the written consent of the City, which shall be given only after compliance with such conditions as the City, in its sole discretion, shall deem necessary or advisable to assure proper cleanup and preparation of the soil so as to make the Property suitable as a building site. 3. This covenant shall run with the land and shall be binding upon the Declarants, their heirs, personal representatives, successors and assigns. �� WHEREAS, the Developer has proposed the segment of the portion of the Property subject to the Restrictive Covenant with wetlands present to be within Outlot A of the plat of Dutch Lake Preserve retaining this area as unbuildable; and WHEREAS, the Developer has proposed proper cleanup and preparation of the soil on the remainder of the portion of the Property subject to the Restrictive Covenant, through the Grading and Drainage Plan; and WHEREAS, the City of Mound finds that the cleanup within the Grading and Drainage Plan meets the requirements to cleanup and preparation deemed necessary for grading of said area; and WHEREAS, the Developer requests that the City Council consider actions to terminate this Restrictive Covenant as it become null and void with the Project to be undertaken, with such termination to become effective the day construction commences. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound, Minnesota as follows: 1. The Restrictive Covenant made to the City of Mound, via a Declaration on January 29, 1990 and recorded as Document No. 5622339 will terminate upon recording of the final plat. 2. This resolution pertains for the following legally described property included as Exhibit A. Adopted by the City Council this 27th day of June, 2017. Attest: Catherine Pausche, City Clerk Mayor Mark Wegscheid -1785- 2 RRUMM Legal Description -1786- 3 WHEREAS, the applicant, Trident Development, LLC, has submitted a major -subdivision final plat application to plat the proposed Dutch Lake Preserve project as described in Exhibit A; and WHEREAS, the subject properties are generally between Commerce Boulevard (County Road 110) and Dutch Lake in the City of Mound at the address of 1861 Commerce Boulevard; and WHEREAS, the major subdivision -final plat is consistent with the major subdivision - preliminary plat which was approved by the City Council by Resolution No. 16-88 on July 12, 2016; and WHEREAS, Staff reviewed the application and recommended approval of the major subdivision -final plat with conditions; and WHEREAS, the City Council reviewed the major subdivision -final plat request at its June 27, 2017 meeting and determined that the proposed plat is consistent with the plans and policies of the City; and WHEREAS, in granting approval of the major subdivision -final plat, the City Council hereby makes the following findings of fact: 1. The proposed final plat is consistent with applicable development plans and policies of the City of Mound. 2. The proposed final plat is in all respects consistent with the preliminary plat. 3. The proposed development will not negatively impact the public health, safety or welfare of the community. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Mound, that the major subdivision -final plat requested by the applicant is hereby approved with the following conditions: 1. The final plat drawing included as Exhibit B is hereby incorporated into this Resolution and all improvements shall be as shown on the plans or as modified under the approval of the City. -1787- 2. Applicant shall meet all conditions included in the official resolutions approving the major subdivision -preliminary plat and the conditional use permit/variances, as approved by the City Council on July 12, 2016. 3. Applicant shall pay all costs associated with the final plat application. 4. A development agreement shall be prepared for the project and approved by the City Council. All costs associated with preparation of the development agreement shall be the responsibility of the applicant. 5. Applicant shall be responsible for procurement of any and/or all public agency permits including the submittal of all required information prior to building permit issuance. 6. The applicant shall record the resolution(s), the final plat, the development agreement and all other required documents with Hennepin County. The applicant is advised that the resolution(s), the final plat and all other required documents will not be released for recording until all conditions have been met. Release of the resolutions for recording shall be deemed conclusive proof that all conditions have been met. 7. No future approval of any development plans and/or building permits is included as part of this action. 8. The applicant shall satisfy all items included in the Plat Opinion prepared by the City Attorney. 9. The MCES SAC charge for the project shall as set forth in the Planned Development Area Agreement. 10. Sewer and watermain area trunk charges for the project shall be as set forth in the Planned Development Area Agreement for the project. The current trunk charge for sewer and water, per unit, is $2000.00 each. 11. The park dedication fee amount shall be as set forth in the Planned Development Area Agreement for the project. 12. Sewer connection and water connection fees shall be as set forth in the Planned Development Area Agreement. The 2016 sewer connection and water connection fees are $240.00 each. Adopted by the City Council this 27th day of June, 2017. Mark Wegscheid, Mayor Attest: Catherine Pausche, Clerk f�7:lic3�r_1 Legal Description FiEflygm Final Plat Drawing -1790- a MAJOR SUBDIVISION 241 APPLICATION 5 Wilshire Boulevard, Mound, MN 65364 Phone 952472-0600 FAX 952-472-0620 Planning Commission Date _,J U'V1 e -Case No. e - I -- - City Council Date r- FEES MUST BE SUBMITTED WITH APPLICATION. CALL THE MOUND PLANNING DEPARTMENT TO CONFIRM CURRENT FEES. PLEASE PRINT OR TYPE. PROPERTY Subject Address l0;; Qi VXMVJVtk-0 4'_ INFO Name of Proposed Plat'~ :Q� EXISTING Lot Block Subdivision LEGAL S -1( g - cov I DESCRIPTION I piwjqI i � -�O - -1 -ooc,3 ILV- 117 -c� 4 -14 - ODDLJ APPLICANT The applicant is: owner other Email rwerl NJ Zoning: R1 RIA R2 (9 B1 B2 83 (Circle one) k I Address73Z0-3 5J. QJ OW. yb f*J a7 � 1 Phone Home VMM ws Name —Emall Y-M_er4''�A&tf e0cl me4mil. OWNER V - S� �, I (if other than Add S6 P70 yvk� V)A 6 (co I \ applicant) Phone Home Workg6lo JR -q q Fax 3Ao 1 50� -3 a ame Email SURVEYOR/ 0-01 ENGINES Address k "3J t\ ic: `4 Phone hone Home_Work Major Subdivision Information (1/10/2017) Page 5 of 6 5% sum Description of Proposed Use: EFFECTS OF THE PROPOSED USE: List impacts the proposed use will have on property in the vicinity, including, but not limited to traffic, noise, light, smoke/odor, parking, and describe the steps taken to mitigate or eliminate the impacts. If applicable, a development schedule shall be attached to this application providing reasonable guarantees for the completion of the proposed development. Estimated Development Cost of the Project: $ RESIDENTIAL DEVELOPMENTS: Number of Structures: Lot Area Per Dwelling Unit: sq. ft. Number of Dwelling Units/Structure: Total Lot Area: sq, ft. Has an application ever been made for zoning, variance, conditional use permit, or other zoning procedure for this property? (X) yes, ( } no. if yes, list date(s) of application, action taken, resolution number(s) and provide copies of resolutions. i Application must be signed by all owners of the subject property, or explanation given wiry this is not the case. I certify that all of the statements above and statements contained in any required papers or plans to be submitted herewith are true and accurate. I acknowledge that I have read all of the information provided (including Section 121 of the Mound City Ordinance) and that I am responsible for all costs incurred by the City related to the processing of this application. i consent to the entry in or upon the premises described in this application by any authorized official of the City of Mound for the purpose of inspe Ing, or of posting, maintaining and removing such notices as maybe required by i � bErC ll�K, 7 ' 4 - PAnt Appilca s Name ApplllcatY'Slgnature Date Print Owner's Name Print Owner's Name Owner's Signature Major Subdivision Information (1/10/2017) Page 6 of 6 -1792- Date Date KNOW ALL PER, BY THESE PRESENTS: That Ho-san Boy __ Li, sog, LLC. a .Alnn.;=_ota limited fabilit;= componyy, owner and , proprietor of the following deperibad property situoted in the :',<unty of Hennepin, State of M4inn-'ata, to wit: That port 7,f G -cement Lot 1, sect`on 14, To -hip 117, Ranee 24. Hen.,„*, -, nty, M,n mb to, lying north Gf the following described lint: Eeginning at opoint on hoa A Zine of said Covernment Lot 1, 43500 fee'. aouth cf the northeast comer of sold G-ernment t mea cured of ung said east IYIe: thence westerly parallel with the north line of said Go+ernment Lot i to the Shore of Dutah Loke and there terminating. Except that part of said Government Lot 1 dcx ribed os fcd4o- That port of the north 165.00 feet of Government Lot 1, Section 14, Township 117, Range 24, ling east of a line parallel w` -h the ea 't line of "aid Government Lot i drawn s,outheriy from a point on the north line of suid Government Lot i, 606.02 feet west of the northeast corner of ,y31d C-er-on( Lot 1, as mc,osured along said north liner. Hos roucctl the some to be surveyed and platted as DUTCH LAKE PRESERVE and does hereby dedicate to the pub!'c for public use the public way and the lea T.ements created by thin, plot for dro,ioge and utility purpose:, only. Inwitne•:G whereof said Harrison Boy Senior Living, LLC, a Minnec,.to Ignited liability company, hos caused these presents to be •signed by tc. proper nfficer this day of 20_ HARRISON BAY SENIOR LIVING, LLC By. Jeffrey D-ri, Chief Manager STATE OF COUNTY OF This instrument was ocknawiedged before me on this day of 20_ by Jeffrey Drown e;: Chief Manager of Harrison Boy -iior Living, LLC, a Minnesota limited licbibty c:ympany on behelf of Inc company. Notary PuAli- My commission expires -_ *80.7 - •_ ate X136. C.*0 _ L _= 246,55 '-- WET LAND ,--WET LAND I I I I � + I II'' _ _ WET LAND , Northe of nt , o j i WET LAND i I 1 Lot 1, ct- 14, T n;in:p 117. Rarvtle 26 Point 435.rAJ feet South of he -_L_ '- fr ----- Ilp _ 2 f'' V m - �'- j OUTLOT A 1 Drainage & UtilityEasement 0 3 (Over all of Outlet A) I P ' A, �MI i5 �6` i WET LAND I 1 1 sV I r I 1 5 136,C0 T)Carlson 1 ENVIRONMENTAL, ENGINEERING SURVEYING A I Thomas R.Bolluff do hereby certify that this plot was prepared by me or under my Direct super,'sia : that I am a duly Licensed Land Surveya.r in the State of Minnesota, shot this plot is o correct representation of the boundary ,.oriel! that all mathematical data and labels ore correctly designated on this plot that on monuments depicted on this plot hove been or will be correctly set ,vithin one year, that all voter baundoriet and wet (ands as defined n 4linnesu`.a Statutes Section 505_01, Subd_ 3, - of the dote of this certification ore -,ho- and labeled on this plat; and thot all public ways are hown and labeled on this prat. Llnted this day of 20_ Thomas R- Bolluff, Licensed Land Surveyor Minnesota License No 40,761 STATE OF COUNTY OF This instrument was ockn wifige:d bs•.�fore me on this _ day of 20 , by Thcmos R. Bc!luff Notary Public. My commission expire.=. MOUND, MINNESOTA This plat of DUTCH LAKE PRESERVE was appr;r•ved and occep.ed by the City Ca-jncil of Mound, Minnesre oto, at c gular eeting thereof held this day of 20_. If applicable, the itten comments and recmmniendotons of the Commissioner of Transportation and the County Highway Engineer ho- been rete reed by the City or the prr, cribcd 30 day period h�o, elop,e'"d without receipt of such comment+ and reaommeodotit;n,v., os proaided by Minn. Statutes, Section 505.03, Soho. 2. By Point 606 02 t w -'t f The N th t n I C e t L t 1 ensured along 'Te - - North line - — - - — Mayor RESIDENT AND REAL ESTATE SERVICES, Hennepin County, Minnesota 1 hereby certify that taxes payable in 20 and prior yeors hove ),en Palo for land dez:nbed or: the plat, dated this day cf 20_ Mart, S'. Chapin, County Aaditor B}: Deputy SURVEY DIVISION, Hennepin County, Minnesota Pursuant to Minnesota Siolutes. Section 383B.565 (1969), this pat hos been oppr4'sed this day of 2=7_ Chri;c. Mavis. County `aurveyor Bg' REGISTRAR OF TITLES, Hennepin County, Minnesota I herebp certify that the within plot of DUTCH LAKE PRESERVE was filed in this :,(Floe this 20_ at o'clock _M. Martin M.Cormick, Registrar of Titles By: N.ar theast c of Section ___- 14, Tow P 11' f.. ge 24 By: Clerk (Cast frau Monument) ` I I I > �: > II line of Gov'urnment Lot 1 Section 14, township il]. Rnnge 24 I � f M1J6-G2 (J• L _= 246,55 If 606.02 t I\ = �� ' Z5.9E ,n Ut lily E t per- ,-- --�� ,n 40-0 'C_ a_ D N_103f;9655�.:+y- >d+_ � -' So_ I I I ` --- -- _ _ N7,t _ _ WET LAND Northe of nt Vi = Lot 1, ct- 14, T n;in:p 117. Rarvtle 26 Point 435.rAJ feet South of he -_L_ '- fr ----- Ilp _ e A 1 ' I 1 Section l4 T wn :...ip ii], A\ \ 11y NEj2g3 oaN u �MI N �EpT � f ` T 1 �s I 3 1 ww'z 0' E X \I'll L 0 z �\ 80 �G.1 .yon S;Yvth Ifns the North 165L'10 j 1 1 = N o''2 y, A of feet Government Let 1 ---- I + of N89°4954"W _ _ Dre e E.sumo,nt -�.I _ i ag per Doc N . 464720ri'"A I��1 '� El' O �`._-TBNeNchmark: N89°49'54"W L _= 246,55 If 606.02 t I\ = �� ' Z5.9E ,n Ut lily E t per- ,-- --�� ,n 40-0 'C_ a_ D N_103f;9655�.:+y- >d+_ � -' So_ I I ' ` --- -- _ _ N7,t _ _ WET LAND v Y �6;AS ter'-_ D in Point 435.rAJ feet South of he -_L_ '- fr ----- Ilp I e A 1 ' I 1 Section l4 T wn :...ip ii], A\ \ 11y NEj2g3 oaN u Range 24 I.r T � f ` T 1 I 3 1 ww'z 0' \I'll L 0 588°GS'D6"W 34.71 V `o � .i �\ �G.1 .yon L y, %-a a Sectl.:' 14 . Tship 117. F..inge 24 1 'fDral Easementtnitr��- WET LAND L--____. __ --WET LAND _-'��-_____-.___________ _ ________________________________ 1 tI_annn_- N89°49'54"W I I v Y --- Line pa 110 with the North in Point 435.rAJ feet South of he -_L_ Inc of ent Lot 1, 4 th 1 .'n f G .ernn"ent 80 1 Section l4 T wn :...ip ii], v Le 1 ...ng the Range 24 Eoat I.n2 there..( �\ r Eosl 0l er at---�-I r ` Sectl.:' 14 . Tship 117. F..inge 24 1 day of Deputy 88 ti'te"E C"s "5'0'+"E FND CIM 254 ,.45 FND CIh1 2648.8.r END y,M 2 TN /2 E ia "o a ell- 4 I tM to / w iE DUTCH LAKE 1 I nz END Ci t e �'"� N I `' 6 , 7 I I� ' I 1 ' 11 10 ' � t 1 (NO StCALE) City of Mound, Hennepin County, MN Section 14, Township 117 N, Range 24 W C) -945.68 ft. Far the purposes of this plot, the South line of the North 165.00 feet of Govemment Lot 1, Section 14, Township 117, Range 24 is assumed to have a bearing of North 89°49'54" West. O Denotes found Hennepin County Cast Iran Monument �> Denates 1/2 inch by 14 inch ironmonument set or to be <� O set within one year of recording of this plat and marked with license number 40361 Denotes found 1/2 inch open iron monument Benchmark: Top nut of hydrant across Commerce Boulevard from the northeast comer of surveyed property. 3 C> Elevation=945.68 feet (NGVD 29) - Per the City of Mound DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I Q I `� I--_J L-___ 40 being 10 feet in width, and adjoining lot lines and right of way lines unless otherwise shown on this plot. N I GRA'41C ''(GALE 0 25 517 1793 - (SCALE 11 FEET) FT/T?1/77777-1) EX. BLDG /I ---------------------- -------------------------------- - — — — ---------------- 4. , ____________________ --------- --- - -------- f_ „a 11 (7n 7/7- '/777r77777ri7'/Tnr777irrrr / GEX. BLDG I'U SITE l o-.rc t 4 t� PRn_1F'C'T OWNER TRIDENT DEVELOPMENT, LLC. ROGER RNK 3601 18TH STREET S #103 ST. CLOUD, MN 56301 320-258-4438 t=wit. Furtrt m CARLSON MCCAIN, INC. JOSEPH RADACH 3890 PHEASANT RIDGE DRIVE NE #100 BLAINE, MINNESOTA 55449 763-489-7900 WAI CONTINUUM, INC. JAMES HORWATH 381 EAST KELLOGG BOULEVARD ST. PAUL, MN 55101 651-366-6323 r,anmEAU ARCHITECT CARLSON MCCAIN, INC. SCOTT BILBEN 3890 PHEASANT RIDGE DRIVE NE #100 BLAINE, MINNESOTA 55449 763-489-7900 SHEET INDEX C1. TITLE SHEET C2. REMOVALS PLAN C3. SITE & SIGN PLAN C4. GRADING, DRAINAGE & EROSION CONTROL PLAN C5. STORMWATER POLLUTION PREVENTION PLAN C6. UTILITY PLAN C7. DETAILS N L1. LANDSCAPE PLAN L2. LANDSCAPE PLAN 0 30 60 12D ( IN FEET ) BENCHMARKS 1. CITY OF MOUND TOP NUT HYDRANT ACROSS FROM SOUTHEAST CORNER OF SURVEYED PROPERTY. ELEVATION - 945.68 (NGVD 29) CALL BEFOFE YOU DIG i Know what's below. Call before you dig. z �Ul z K m V « N OM N O O t0 Z �k W X W Z l � ` V ZZ W 8("0." Um� a_ r` z m v S-14 mtw^1 a) a L 6 Z °- c W 0 0 01 = m a m } F N 2 O U W 0-0 W Z v M C N J J� M 00 I— P.4 % Z W Q Z O U � M J O F- v Z 0 � W V) O X20 a�� ®0z W 4-' iLU 0 v 0 Q U s F � Z W G 100 c m C~ REVISIONS 1.05/17/16 Per0ty Comments. 2.07/19/16Per Own, S 3. 4. s. 6, D0.AWN BY: )TR DESIGNED 0Y: )T0. " ISSUE DATE: cgw16 i I hereby certlfn that this plan, sp-bcatipn report was prepared by me,, under my z dire,t sup—mm and that 1 a a duly g 1)c,nsed—f,saumal Engineer antler the o Iaws of the State of Minnesota 'E Na— 3—ph T.0. dach P,E. Is Signatur Data: 04/06%16 License #: 45889 L of, -1794- �! ____-____ l/ Existing Building /I � / � � I�1�d ' � j �I 11 } � ___ ___ D 00 -----------_—_— _ �- �1L�111J1/_��) (� ° J 0 _--_��; /Nmori iD / COORPINATE W/URUTY �- - _ C9MPANY FOR J \ .... _. — / REMOVAL/RELOCATION OF a I I I p sl +(I W W UNDERGROUND GAS & METER R OVERHEAD \ ` ------------ -_____- _ _-________ --- _____ --------- V.� 7 I x Z Z !L ELEC IC —°. - – /` ----------- - --------------------- -- _ 18_rc d wi i 9 � rn 41 JDo �' zV I �Irsl I Z m EXISTING i I I cn'Q I Z N r, ew WETLAND 7 YIP/�� 'HI-Ih- ,.-�„< `` ` O t0 yy`n45.� i.•-'i----'�es--� v K N A CUT CONSTRU RONAS RE\ AND REPL CE __ _\_i J/REMOVE WRBRB� I I x I cy I W O' C REO'D F iR NEW a: >,..x \ \ \ I '�SEE3}i TE`T ACSB ( ) I + K .' 1 I i I CO 6. \ R NEW qq CLEAR TREES AS / -" -� TS' CMP ULVERT. 1 i II �7}t I = i I I TO REOD FOR NEW / / ` '�^" 3 REMOVE &DISPOSE SEE SHEE C6. I I r I I I CONSTRUCTION / / /\ti,.-" OF BITUMINOUS PAVEMENT AS n REMOVE CONCRETE REQUIRED FOR NEW I SIDEWALK AS RE'% /V/sz CONSTRUCTION (TYP) / I I -\ \ \ V Y } t j. S( 7r`' y� FOR NEW CONST. (TVP) .l'f It e CLEAR TREE\ REO'D FOR NSEW \ I ( ` i \ 1 t coNSTRucTIOn P I �I i I Z 3na \, 41 REMOVE @ DISPOSE g / ,.,./ / 'k}t \�,. ,.rw 10- \'3.y -..�. RETAINING WALL T"`�"'ak ,\,REi }{sd`�\..,.. M \ `�..� `.,?ul .+,,"^-'t�t^S'" �s 1 'Y ' \ \ >~ t ''a"zt'l'�1r`'�?a \i ' a a t s :'ass + / / / � ""' t_�- Lam, '„a`•.,. „ '' Vy V, tk.. �, T o !�n \ \ .,,- - :,a:a; 1w. ,411 a`: by L`� t 1 \ r / z / "/ N .. ,,. �x ,..,, . \, tr'LYekLt-m... _ ^t;v..� .... :1: v t`�,\}'fit{�.t \�S �k. ;. F xks ak' a{.a e,.,t t , { , re: �."k ... z •,. va I I Q V r0 Existing Greenhouse ng ;,tkr t.AENOVE�,t&,<D1Sa .at, a u \•".. ao- \'u t,,-ik?1 t t .1. tiv v;1k \1'c t'. ��.aw Y v t a, ` k t 4s. ,;.,a ,.."nl ,.I J 1 / ,'jYONDECi . aA _ fRE7 F VE ENTI+'��`"k'k;5\d'i .t tyk.tt ixt . { k.),a u.t\t.., ryjv.y�,r.,�„_e,._ (� O 17,182 sq. ft. �j C ma Y� to b v o�ti`''i ,ia'.y, $a `s; _ fq--�. CLEAR TREES.r'.r i I Z OJ rv_� l.d, m I I ✓=L z. / Ll a ^. ii , y % r �/ ``�E08U.FUCiTONW `e I ° II II I j \ I I (/] F�1 C REMo�euILDINc 7 �T�` N� ^" / ^ aim J M i / / / //�T �7-�/_7 _Existen Hous,: / '�,.,..a,�.. �s J ' \ �j/ / `u,'a 4S� , uA.'. k x R //�-_/? AY I 1 it C CLEAR TREES ASQ '~1 < - �' f 1 f4Fj5 S / % / / ( f� _ REMOVE LIGHT 'f �'\ I I' I�--- I I pyP� Q REQ'D FOR NEW Existing 'V a / Q' f / CLEAR TRE/ES AS rrr I I& < O C % ,3,Greenhouse y t t. O �,v REQ'D FOI2 NEW T I I-- J i, J I I / CONSTRUCTION ty3 i,s,687 S ff. r.;y, \,,,�.: / / / CONSTRY/C7TON �L 15” CMP POLE (TT>?) q 7 I o r W M REMOv�E 7 / REI l / / / / / �`t INV=9a6.1 I�� f F I I Uj BU LDINC} / / \ � �, _ r 1 I " ,i'I REMOVE BUILDINGgI I 0 CLEAR TREES AS 1 N If m I I II II I O , ' 111 REOD FOR NEWWETLAND s I CONSTRUCTION t \ I W 1 I LLI P, a) I�I ��''O i �� all I � i UJI Ln —_ _ ---------------- - — ° —'•-".yam-�x,a'.^^'-�.. "—��— �„ ..ti °-- «,. — _ �q'a,-- o^� / '^rI , �° �,!/ I J N 91 G. =155.5 I I -I-«----e 0 (A U NV= " ° t _____ �______ _____y _______ __ _INV=94 t�a I I I I �i al 0 W I x 1 _____ f ID REM LEGEND REMOVAL PLAN NOTES m EXISTING REMOVAL T. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. F PROPERTY UNE — — — IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO EASEMENT UNE VERIFY THE LOCATION, DEPTH AND TYPES OF EXISTING CURB UNE __________- ®a:sa#tom UTILITIES AND TO NOTIFY THE OWNER AND ENGINEER REVISIONS IMMEDIATELY OF ANY DISCREPANCIES OR VARIATIONS FROM BITUMINOUS PAVEMENT __a\,�-('p` THE PLANS. 1. 05)1;16 aer Uty Comments. CONCRETE WALK��a �"y"y" 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 2.07119/16 Per Owner ___ PROTECT ALL EXISTING UTILITIES, APPURTENANCES AND 3. SANITARY SEWER --->--->J STRUCTURES NOT INDICATED FOR REMOVAL. DAMAGE �I SANITARY FORCEMAIN CAUSED BY DEMOLITION OPERATIONS SHALL BE REPAIRED AT 4. STORM SEWER ---»-� NO ADDITIONAL COST TO THE OWNER. 5. WATER MAIN -----I— "./>a4A.^Vv 3. CONTRACTOR TO REMOVE/RELOCATE EXISTING PRIVATE a BENCHMARKS DRAWN D ITR q UNDERGROUND CAS s AS NOTED UTILITIES AS NECESSARY. THE CONTRACTOR SHALL DESIGNED BY: )TR A UNDERGROUND ELECTRIC —"e COORDINATE THESE ACTM71ES WITH THE UTILITY COMPANIES. T. CITY OF MOUND TOP NUT HYDRANT ISSUE DATE: 0:✓08,'16 UNDERGROUND TELEPHONE "i — I 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL THE REMOVALS ACROSS FROM SOUTHEAST CORNER OF OVERHEAD ELECTRIC —v< SHOWN ON THE PLANS AND SHALL CONFORM/ADHERE TO AL1. UNDERGROUND FIBEROPTICS—,� GOVERNING STATE AND LOCAL REGULATIONS. ALL PERMITS, SURVEYED PROPERTY. ° APPUCA71ONS AND FEES ARE THE RESPONSIBILITY OF THE or antler MANHOLE ,n O CONTRACTOR. ELEVATION a 945.68 (NGVD 29) [ hereb';. eport wne preparetl by 11nn y that this plan, specIP11 n HYDRANT 4`Y Mx rest p";"" d at t Weery rme my - 5. ALL SAWTS SHALL BE FULL -DEPTH CUTS. N U""'d pnef_10nal Engineers nder ttz GATE VALVE "I UTIUTY POLE Jy 6, REMOVAL LIMITS FOR CONNECTION TO COMMERCE BOULEVARD TELEPHONE BOX 0 SHALL BE COORDINATED IN THE FIELD WITH THE CITY PRIOR HAND HOLE @'1 TO ANY DEMOLITION WORK WITHIN THE RIGHT-OF-WAY. LIGHT POLE 7, EXISTING TREES NOT SHOWN. CONTRACTOR TO VISIT SITE TO SIGN DETERMINE CLEARING REQUIRED FOR CONSTRUCTION. GUARD POST c GAS METER O ELECTRIC METER O CURB STOP C. G 0 15 30 60 GUY WIRE - WETLAND FFNCF i iNP IN FEET ) CALL BEFORE YOU DIG 4. Know what's below. Call before you dig. laws of the State of Minnesota € Na— Joseph T. Raeach, P.E. Signature: Date: 04/08/16 License tt: 45889 - C2 of'..1795a,-, EXISTING BUILDING /II --------------------------------------------------------------- . Z-1 Z111_/_/_zZI, ------------------------------------------4�--- -- \ -/ - S a - _____________-________________________________________________________________FIRE LANE --------- SNOW STORAGE,, �,. i T•""-'" •„'$j `' .�°" e � i WETLAND ---_-_--__ � \ , •, c. Y-_. , � c< if�� FILTRATION BASIN I FILTRATION POND / 8 86.4 I I$ � 4 �,•u,, { '� v ..,t t t .., a� Y 2 ,�k,t L� et T3 tv t \ I I // .•I• P I v ?tT, '��r�, a .1. t 1 ,x. " Z,Y° �� }',„��u�'t l�'Y.u`�, �C''u� �� k t y Y.+ a c / t t •w; a ,� t �' e P I /� _ #" � ,"� \`, � �, t 1`'a it•, t to `3� � t --- ^ -- tiai.: ,.. 1 .„ :.a ta."y ° t .,tv{y\� k t.,,t r,� ,ki�,s,i }\t;,,tr` ti, _ .\r+ , *�I'x,.., CANOPY (SEE a ,,, %P'?!Y. ri ., i , , . . . . , .. , } ,. `>) , v � x t� t � \ } c \�w � � �� ra�i a � {� a t� „ �1.sa�;l x, -r st r p tca.. . / ARCH § , I -`-- . PLANS) / / .-- - .rTa�yi I,;h �. ;toe• �:a,i qN;." ,.. ,,;., Zt 6, ,,u lt{rtk;,t�kt. 'a v'...,�. i ,. 1�.. '�' _,, v.. \ a ,,.�, �„ .tits.. l aU., 1 t� / --- - z-._ r �-a `i .,A• : t.:; {�� t . ti,t t �}.;{ ,.. q:. '?5�,�.,.��''-k, a.. k: a.:. fit. iN,,, R t a:.{ 111 t� '. c, `t / // / I 4 `+ Y} . , S. .„ to t '.;uky L 1'ai r t`us• N h `t'A'a.. 2 m - / 1 941- V 4.2 t ; • . ( FILTRATION BENCH i 1 PROPOSED SENIOR BUILDING O , sNDw F Qz \ \ \ \ \ O 72 UNITS Pgno STORAGE \\ \i ___ '2 AREA j \\ / MONUMENT ��\ SIGN. \ \ \ I TRASH ENCLOSURE 365.1 (2� {„ +' / \ \ \ /-TRASH ARCH. PLANS) FENCE (SEE 7Y "y,t i ARCH AN242 PLS) L'4 a''k „y k}ai„ / \\ _ \ I ^ ` \ \ \ 1 24.7 M `!{^,d,nrxt' i'j t I ro 1 {'v} 1..r 11 .. '� t i.?3. � Ta �lv tS;v ,iyL.,i as {t>; t: it a ;•t'<~... sY ,tt, ,,. t'#C„ �,t,"' }}� ,a,,. Yu, 1 p, lrt t t sta;',; ' tk a h, ars t ttC y it �� t 1 U..,,,;; .n�'ke( u,; • .,s tc t s.� itollt a.^ .'+ +,1 �@Lttiac:. u °+J`.� ata - Ti h,r , ",y1 a y`' .a .t.,.,::ro "•�.°.. °Q �'c .�, ,l } ;h; li � `r'�1 \,.a 'u }��.. \ to 11i 1X ut .?34 J1 \ {t't�1 �"t ly �t�Nh U t 1"t"�t @ \t=..��iv1 �b � l ,ro\ t i"•� i.: ,h,N 1 �\ tl..;k��;.;. , ,. ,�,,s. .L 1 2 t1 ro �t,Y 1 \\ it �„ttt} v as t l}{ x l}t J :> \tt t t ° t} ro iSi )" nv't t t itt ii :`la '� .+a S i `ry t a� t '{ tx {'t,i�l ..., 1.a t„`"� a : 1,'ui ,u,,. tib,'::: •.. :. �. ,.. WETLAND - ,; ( �I ( \ �'fii stt '`, 1 t - t tt� 11A, tttlt," u';�$1tit,a ait� ?l {x i.ir J ti La tJ �L ;`,tv"•1i 1 ?, '4aJ i L'yi'a{yr piuiJ, 3.7 `•� „>, 3t t' ` t t tia" ? t, r 1 >' �; ?!1 t !hie i ,, aavttk t a 1 2 at.} t tit ,. t t Yu n <--o--> ,/ 17 4 -7 "• WETLAND - I ",,• _ �^�,w�--� ,�--�--ter_-- - = oti. _ .. - a. - e.. -�a,a _��,", _u, - .� � - w.- a. �,. onu'- ,..: _ w.° _ Yw.. _V'm _Y` � �, - � --,". u_ w.. - .". _ M.. _ ,". _ .". _ ..� ----=may --------------- ---- s- ------- --------------- -------------- -------- i ----------- SITE PLAN NOTES SIGH= AND STB -►PING NOTES SPPE DATA 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. i. ALL SIGNS SHALL BE PLACED /8" MINIMUM BEHIND CURB ZONING: R-3 UNLESS OTHERWISE NOTED. TOTAL AREA: 406,278 SF 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BUILDING UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE. CONCRETE OUTLOT A AREA: 85.447 SF FOOTING AND STEEL CASING (IF REQUIRED). 3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. RIGHT-OF-WAY AREA: 10,796 SF J. PARKING LOT STRIPING SHALL BE 4• SOLID WHITE PAINT. 4. TYPICAL PARKING STALLS ARE 9' X 18•. LOT I AREA: 310.035 SF 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE SHALL BE 4" SCUD BLUE PAINT. HARD SURFACE AREA: INSTALLED WITH CAST IRON TRUNCATED DOMES. BUILDING: 31,194 SF 10R 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM PAVEMENT: 62 487 SF 20X 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE TRAFFIC CONTROL DEVICES (MMUTCO) FOR RETRO TOTAL: 93,681 SF 30% LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF REFLECTIVITY AND INSTALLATION. PERYIOUS SURFACE AREA: 216.354 SF JO% SITE WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS. CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE. SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX, SPACING: WALKS -8' O.C. ALL OTHERS -10' O.C. SAW CUT CONTROL JOINTS MINIMUM i CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS -24. O.C. .ALL OTHERS -40' O.C. .AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. _mif scmm (PER mm=) Q STOP SIGN: RI -i (24"x 24") ® HANDICAP PARKING SIGN: R7 -8m W/R7-8b (12"x 18") Q EMERGENCY VEHICLES ONLY SIGN: (12"x 18") PAR= SUMMARY STANDARD STALLS 70 HANDICAP STALLS' - ' - ' 4 GARAGE STALLS " " " " " 4 TOTAL STALLS ' ' - "78 S TEr PLN IMMU ES 1. 4" CONCRETE WALK. 2. LANDSCAPE AREA. SEE LANDSCAPE PLAN. 3. MATCH EXISTING CURB & GUTTER/PAVEMENT. 4. RETAINING WALL. 5. 8" CONCRETE DRIVEWAY ENTRANCE PER DETAIL 8/C7. N 0 15 30 60 ( IN FEET ) Lrlm EXISTING PROPOSED PROPERTY UNE I I 1 n II EASEMENT LINE ------ ------ - CURB UNE --- BITUMINOUS BITUMINOUS PAVEMENT [_ t CONCRETE WALK SANITARY SEWER ------>- > SANITARY FORCEMAIN STORM SEWER SEWER I I WATER MAIN ------ I - UNDERGROUND GAS "a UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE - OVERHEAD ELECTRIC -ane - UNDERGROUND FIBEROPTICS �o MANHOLE I I HYDRANT YY GATE VALVE oa UnUTY POLE TELEPHONE BOX ❑ HAND HOLE a LIGHT POLEY I SIGN I j I I GUARD POST G GAS METER 0 ELECTRIC METER O CURB STOP .. GUY WIRE I I WETLAND ---- I FENCE LINE - PEDESTRIAN RAMP III I 6) ",,• _ �^�,w�--� ,�--�--ter_-- - = oti. _ .. - a. - e.. -�a,a _��,", _u, - .� � - w.- a. �,. onu'- ,..: _ w.° _ Yw.. _V'm _Y` � �, - � --,". u_ w.. - .". _ M.. _ ,". _ .". _ ..� ----=may --------------- ---- s- ------- --------------- -------------- -------- i ----------- SITE PLAN NOTES SIGH= AND STB -►PING NOTES SPPE DATA 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. i. ALL SIGNS SHALL BE PLACED /8" MINIMUM BEHIND CURB ZONING: R-3 UNLESS OTHERWISE NOTED. TOTAL AREA: 406,278 SF 2. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BUILDING UNLESS OTHERWISE NOTED. 2. SIGNAGE SHALL INCLUDE SIGN, POST, HARDWARE. CONCRETE OUTLOT A AREA: 85.447 SF FOOTING AND STEEL CASING (IF REQUIRED). 3. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. RIGHT-OF-WAY AREA: 10,796 SF J. PARKING LOT STRIPING SHALL BE 4• SOLID WHITE PAINT. 4. TYPICAL PARKING STALLS ARE 9' X 18•. LOT I AREA: 310.035 SF 4. ALL HANDICAP STRIPING, MARKINGS AND CROSS -HATCH 5. ALL PEDESTRIAN RAMPS SHALL MEET CURRENT ADA STANDARDS AND BE SHALL BE 4" SCUD BLUE PAINT. HARD SURFACE AREA: INSTALLED WITH CAST IRON TRUNCATED DOMES. BUILDING: 31,194 SF 10R 5. ALL SIGNS SHALL MEET THE MINNESOTA MANUAL ON UNIFORM PAVEMENT: 62 487 SF 20X 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE TRAFFIC CONTROL DEVICES (MMUTCO) FOR RETRO TOTAL: 93,681 SF 30% LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF REFLECTIVITY AND INSTALLATION. PERYIOUS SURFACE AREA: 216.354 SF JO% SITE WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF DISCREPANCIES AND/OR VARIATIONS FROM THE PLAN. 7. UNLESS OTHERWISE SHOWN ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS. CONSTRUCTION JOINTS AND EXPANSION JOINTS IN SLAB ON GRADE. SIDEWALKS AND DRIVES PER THE FOLLOWING REQUIREMENTS: CONTROL JOINT MAX, SPACING: WALKS -8' O.C. ALL OTHERS -10' O.C. SAW CUT CONTROL JOINTS MINIMUM i CONCRETE THICKNESS. EXPANSION JOINTS MAX. SPACING: WALKS -24. O.C. .ALL OTHERS -40' O.C. .AT ALL POINTS WHERE A CHANGE IN PAVEMENT THICKNESS OCCURS AND/OR WHERE NEW PAVEMENT WILL MATCH EXISTING PAVEMENT, AN EXPANSION JOINT SHALL BE PROVIDED. DOWEL ALL EXPANSION JOINTS: 24" O.C. MAX. _mif scmm (PER mm=) Q STOP SIGN: RI -i (24"x 24") ® HANDICAP PARKING SIGN: R7 -8m W/R7-8b (12"x 18") Q EMERGENCY VEHICLES ONLY SIGN: (12"x 18") PAR= SUMMARY STANDARD STALLS 70 HANDICAP STALLS' - ' - ' 4 GARAGE STALLS " " " " " 4 TOTAL STALLS ' ' - "78 S TEr PLN IMMU ES 1. 4" CONCRETE WALK. 2. LANDSCAPE AREA. SEE LANDSCAPE PLAN. 3. MATCH EXISTING CURB & GUTTER/PAVEMENT. 4. RETAINING WALL. 5. 8" CONCRETE DRIVEWAY ENTRANCE PER DETAIL 8/C7. N 0 15 30 60 ( IN FEET ) BENCHMARKS 1. CITY OF MOUND TOP NUT HYDRANT ACROSS FROM SOUTHEAST CORNER OF SURVEYED PROPERTY. ELEVATION a 945.68 (NGVD 29) z F rn Ln z C i 1\ AIM W •f0 O _Lm r. > m o rn N O~rl z � L W z Li z 0 0 umrd m z W C 1 z N m � N >_ Z n C W 0) d m 1► 1-4 F z z v 10 a t7 0 z z(U Vr M C Ui J W � � 7 W M Lu z D O v J M F a, z W � CD o = n a � Q � 5' Luy uj o Z��' W �+ ®0 � m REVISIONS 1.05/17/16 Per City Comments. 2.07/19,116 Per O.ner. 3, X 4. 5. L 6. DR .. By: JTR K, DESIGNED BY: JTR m ISSUE DATE: 04;08!16 E' I hereby certify that this plan, specifcatlon reP_ was preparM by me or under my dirz:.t supervision and Chat 1 - 'IW' U Professional Engineer under the I- of the State of Minnesota Name: Joseph T. R�ddnh, P.E. Signature: �! Twp `E'' Date: 04/08:16 License x: 45889 C3 /15 of* -1796-1. ( I I 1 n II I Ia 1 I I i I I I I i � pS99td' in I � Si 3 I I i I I I �i it I I pn n I 3 I I I " I I' �I( I I I 3 5 I j I I I� I I IIIi II Si I I IIIi I I rt II I 7 I I I I' 0 ( $ � I I II I I i m I I N I I ,i;I, w {�i I I W I I I n d�I � I 3pi n III I 6) +O I I II I Ii 51 I I i M II i I BENCHMARKS 1. CITY OF MOUND TOP NUT HYDRANT ACROSS FROM SOUTHEAST CORNER OF SURVEYED PROPERTY. ELEVATION a 945.68 (NGVD 29) z F rn Ln z C i 1\ AIM W •f0 O _Lm r. > m o rn N O~rl z � L W z Li z 0 0 umrd m z W C 1 z N m � N >_ Z n C W 0) d m 1► 1-4 F z z v 10 a t7 0 z z(U Vr M C Ui J W � � 7 W M Lu z D O v J M F a, z W � CD o = n a � Q � 5' Luy uj o Z��' W �+ ®0 � m REVISIONS 1.05/17/16 Per City Comments. 2.07/19,116 Per O.ner. 3, X 4. 5. L 6. DR .. By: JTR K, DESIGNED BY: JTR m ISSUE DATE: 04;08!16 E' I hereby certify that this plan, specifcatlon reP_ was preparM by me or under my dirz:.t supervision and Chat 1 - 'IW' U Professional Engineer under the I- of the State of Minnesota Name: Joseph T. R�ddnh, P.E. Signature: �! Twp `E'' Date: 04/08:16 License x: 45889 C3 /15 of* -1796-1. .. . . . . . . . . . . `____ --------------- ."7 r 8U,UN!A 4 -- -------------- ---------- / -, ;.--, � j J�TABIOZED EMERGENCY S 'FL�IV47. FILTRATION BA N '.1 F B, L WETLAND D 100 YR 47.8 --- --- --- NS --- 7 CSILT FTE FENCE BASIN 151 -SILT FENCE (TYP) —949.0 oMIN. A F \J =7Al EXISTING PROPOSED 'Y OVERFL. a 950.8' --- — --------- PROPERTY LINE (SEYDETAIL) EASEMENT UNE - - - - - - - - - - - - CURB UNE 141 1v I Tq V x BITUMINOUS PAVEMENT >t A' ..... ------ CONCRETE WALK ----- — ----- SANITARY SEWER SANITARY FOR EMAIN GOVER"G SPECIFICATIONS STORM SEWER i. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF WATER MAIN -----I— TRANSPORTATION 'STANDARD SPECIFICATIONS FOR UNDERGROUND GAS CONSTRUCTION' AND THE CITY OF MOUND SPECIFICATIONS. UNDERGROUND ELECTRIC. UNDERGROUND TELEPHONE 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON OVERHEAD ELECTRIC ae= UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). UNDERGROUND FIOEROPPCS 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION MANHOLE OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS, HYDRANT U 4. THIS SITE IS LOCATED WITHIN THE BOUNDARIES OF THE GATE VALVEMINNEHAHA CREEK WATERSHED DISTRICT. UTILITY POLE `a. TELEPHONE BOX 0 HAND HOLE 0 GRADING NOTES LIGHT POLE ^,1 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION. AND SIGN SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. BENCHMARKS --j GUARD POST9 GAS METER 0 Z CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND 1. CITY OF MOUND TOP NUT HYDRANT ELECTRIC ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ACROSS FROM SOUTHEAST CORNER OF METER 0 GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY CURBSTOP THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR SURVEYED PROPERTY. GUY WIRE - VARIATIONS FROM THE PLAN. ELEVATION - 945.68 (NM 29) WETLAND 3, CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD FENCE UNE SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 4* OF N 10, CONTOUR TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, 2' CONTOUR SEEDED OR LANDSCAPED. CALL BEFOW YOU on SPOT ELEVATION 4. TURFESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE (CURS ELEVATIONS 0— BUT , N NO CASE LATER THAN 7 DAYS AFTER GRADING ARE TO CUTTER LINE) COMPLETION. TOP OF CURB ELEV, T 44.3 5. ALL SLOPES SHALL BE A MAXIMUM OF 3:1. GUTTER LINE ELEV. G 418 E.O.F. 4.4. EMERGENCY OVERFLOW . 4 # 0 40 80 Know what's below. 000.0 ;Jmwxwm* Call before you dig. SILT FENCE . . . . . . . IN FEET I Z Z C) toz Do 0 F, 44 —z * .. M LL, X WW z LL U zz 0 m < GO Z LJ Z 0 W Z_ > Z IL C W 0 0 0) = 00 0. Z z 06 4 UJ _J 0 U 0 Z 0 (3 W 0.4 z Q) 0 z > M _j U Z Z 00 0 M 2� "4 z V) LU 0 ce LU a Z Z) 0 U _j .j Z Uj V) CD 0 0 Z _j U) 2: >ao LU 0 J3 U 4-; GO W 00 REVISIONS 1.05117116 Per Coc—,art, 2.07/19/16 Per Owner. 3. 4. 5. DRAWN BY: DESIGNED BY; ISSUE DATE: 04,'08/16 I hereby car.', U., this W., latlft tli UcEr,gir— ..derNe e 1--f the S�.f .--t. Name: Joseph T. Radech, P.E. Signature: Date: 04/08;16 45889 A C4 . . . . . . . . . . . . WETLAND =7Al EXISTING PROPOSED 'Y OVERFL. a 950.8' --- — --------- PROPERTY LINE (SEYDETAIL) EASEMENT UNE - - - - - - - - - - - - CURB UNE 141 1v I Tq V x BITUMINOUS PAVEMENT >t A' ..... ------ CONCRETE WALK ----- — ----- SANITARY SEWER SANITARY FOR EMAIN GOVER"G SPECIFICATIONS STORM SEWER i. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF WATER MAIN -----I— TRANSPORTATION 'STANDARD SPECIFICATIONS FOR UNDERGROUND GAS CONSTRUCTION' AND THE CITY OF MOUND SPECIFICATIONS. UNDERGROUND ELECTRIC. UNDERGROUND TELEPHONE 2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON OVERHEAD ELECTRIC ae= UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). UNDERGROUND FIOEROPPCS 3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION MANHOLE OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS, HYDRANT U 4. THIS SITE IS LOCATED WITHIN THE BOUNDARIES OF THE GATE VALVEMINNEHAHA CREEK WATERSHED DISTRICT. UTILITY POLE `a. TELEPHONE BOX 0 HAND HOLE 0 GRADING NOTES LIGHT POLE ^,1 1. SILT FENCE AND EXISTING CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR TO GRADING CONSTRUCTION. AND SIGN SHALL BE MAINTAINED UNTIL THE SITE HAS BEEN STABILIZED. BENCHMARKS --j GUARD POST9 GAS METER 0 Z CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND 1. CITY OF MOUND TOP NUT HYDRANT ELECTRIC ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF ACROSS FROM SOUTHEAST CORNER OF METER 0 GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY CURBSTOP THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR SURVEYED PROPERTY. GUY WIRE - VARIATIONS FROM THE PLAN. ELEVATION - 945.68 (NM 29) WETLAND 3, CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD FENCE UNE SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 4* OF N 10, CONTOUR TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, 2' CONTOUR SEEDED OR LANDSCAPED. CALL BEFOW YOU on SPOT ELEVATION 4. TURFESTABLISHMENT SHALL BEGIN AS SOON AS POSSIBLE (CURS ELEVATIONS 0— BUT , N NO CASE LATER THAN 7 DAYS AFTER GRADING ARE TO CUTTER LINE) COMPLETION. TOP OF CURB ELEV, T 44.3 5. ALL SLOPES SHALL BE A MAXIMUM OF 3:1. GUTTER LINE ELEV. G 418 E.O.F. 4.4. EMERGENCY OVERFLOW . 4 # 0 40 80 Know what's below. 000.0 ;Jmwxwm* Call before you dig. SILT FENCE . . . . . . . IN FEET I Z Z C) toz Do 0 F, 44 —z * .. M LL, X WW z LL U zz 0 m < GO Z LJ Z 0 W Z_ > Z IL C W 0 0 0) = 00 0. Z z 06 4 UJ _J 0 U 0 Z 0 (3 W 0.4 z Q) 0 z > M _j U Z Z 00 0 M 2� "4 z V) LU 0 ce LU a Z Z) 0 U _j .j Z Uj V) CD 0 0 Z _j U) 2: >ao LU 0 J3 U 4-; GO W 00 REVISIONS 1.05117116 Per Coc—,art, 2.07/19/16 Per Owner. 3. 4. 5. DRAWN BY: DESIGNED BY; ISSUE DATE: 04,'08/16 I hereby car.', U., this W., latlft tli UcEr,gir— ..derNe e 1--f the S�.f .--t. Name: Joseph T. Radech, P.E. Signature: Date: 04/08;16 45889 A C4 GENERAL INFORMATION MINNESOTA'S CONSTRUCTION STORMWATER PERMIT IS AN EXTENSION OF THE NATIONAL POLLUTION DISCHARGE EUMINATION SYSTEM STORMWATER PROGRAM, WHICH IS PART OF THE FEDERAL CLEAN WATER ACT, REGULATED PARTIES MUST DEVELOP A STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP PROVIDES INFORMATION ON THE EXISTING AND PROPOSED SITE CONDITIONS, CONTROL MEASURES FOR STORMWATER POLLUTION PREVENTION BEFORE, DURING AND AFTER CONSTRUCTION, INSPECTION, MAINTENANCE AND INFORMATION RELATED TO THE PERMANENT STORMWATER MANAGEMENT SYSTEM- THE SWPPP SHALL BE KEPT ON SITE AT ALL TIMES DURING ACTIVE CONSTRUCTION. PROJECT INFORMATION PROJECT NAME: MOUND SENIOR LIVING COMMUNITY PROJECT LOCATION: MOUND, HENNEPIN COUNTY, MINNESOTA PROJECT OWNER: TRIDENT DEVELOPMENT, LLC. RESPONSIBLE PARTIES THE OWNER MUST IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL O`sERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S. SITE MANAGER: TRAINING DOCUMENTATION: INSPECTION REPRESENTATIVE: TRAINING DOCUMENTATION EXISTING SITE CONDITIONS THE SITE IS LOCATED AT 1861 COMMERCE BOULEVARD, BETWEEN COMMERCE BOULEVARD AND DUTCH LAKE IN MOUND. HENNEPIN COUNTY, MINNESOTA. THE SITE IS BOUNDED ON THE SOUTH BY AN EXISTING SCHOOL. ON THE EAST BY COMMERCE BOULEVARD, ON THE NORTH BY EXISTING COMMERCIAL PROPERTY, AND ON THE WEST BY DUTCH LAKE. THE SITE IS CURRENTLY USED AS A COMMERCIAL GREENHOUSE AND SINGLE FAMILY RESIDENCE. THE TOTAL SITE AREA IS 9.08 ACRES, OF WHICH 0.79 ACRES ARE IMPERVIOUS. THE SITE A ROLLING TOPOGRAPHYELEVATIONS H S A OLL WITHTCHL RANGING FROM 964 R THE CENTRAL PORTION OF THEIT WN S E. DO TO 942 IN THE EAST AND 940 IN THE WEST AT DUTCH LAKE. STORMWATER FROM THE EASTERN PORTION OF THE SITE DRAINS EAST TO TWO ONSITE WETLANDS ADJACENT TO COMMERCE BOULEVARD, BEFORE DISCHARGING EAST UNDER COMMERCE BOULEVARD VIA AN 18 INCH STORM SEWER TO LAKE MINNETONKA. STORMWATER FROM THE WESTERN PORTION OF THE SITE DRAINS WEST TO DUTCH LAKE. PROPOSED SITE CONDITIONS TRIDENT DEVELOPMENT PLANS ON CONSTRUCTING A 72 UNIT SENIOR LIVING FACILITY WITH ASSOCIATED PARKING AND DRIVE AREAS. DURING CONSTRUCTION, APPROXIMATELY 4.5 ACRES WILL BE DISTURBED. AFTER CONSTRUCTION, THE SITE WILL CONTAIN 2.11 ACRES OF IMPERVIOUS SURFACE. THIS RESULTS IN A NET INCREASE IN IMPERVIOUS SURFACE OF 1.32 ACRES TO MANAGE STORMWATER ONSITE. A FILTRATION BASIN AND FILTRATION POND WILL BE USED. THESE BASINS WILL PROVIDE WATER QUALITY TREATMENT, VOLUME ABSTRACTION, AND RATE CONTROL FOR THE SITE. SOIL INFORMATION IN JULY OF 2015, BRAUN INTERTEC, INC. DRILLED 13 SOIL BORINGS TO APPROXIMATE SOIL CONDITIONS ONSITE. THE BOR104GS INDICATED THAT ONSITE SOILS CONSIST PRIMARILY OF LEAN CLAY. THESE SOILS FALL WITHIN THE HYDROLOGIC SOIL GROUP 'D SEE APPENDIX E FOR SOIL INFORMATION. WETLAND CONSIDERATIONS THE MAJORITY OF THE WESTERN PORTION OF THE SITE IS COMPRISED OF A WETLAND COMPLEX. IN ADDITION, THERE ARE TWO OTHER WETLAND AREAS TOWARDS THE NORTHEASTERN AND SOUTHEASTERN PORTIONS OF THE SITE. NO WETLAND IMPACTS ARE PROPOSED AS PART OF THIS PLAN. STORMWATER RECEIVING WATERS ALL STORMWATER FROM THE SITE WILL ULTIMATELY DISCHARGE TO LAKE MINNETONKA OR DUTCH LAKE. SPECIAL/IMPAIRED WATER CONSIDERATIONS THERE ARE FOUR IMPAIRED LAKES WITHIN ONE MILE OF THE SITE. DUTCH LAKE BORDERS THE SITE PROPERTY BOUNDARY TO THE WEST, MINNETONKA-WEST ARM IS APPROXIMATELY 1,000 FEET EAST OF THE SITE, MINNETONKA-JENNINGS IS APPROXIMATELY TO 2,200 FEET NORTHEAST OF THE SITE, AND LANGDON LAKE IS APPROXIMATELY 3,100 FEET SOUTH OF THE SITE. NO STORMWATER FROM THE SITE WILL DISCHARGE TO FISH LAKE, ADDITIONAL BMPS REQUIRED INCLUDE: SOIL STABILIZATION WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY HAS CEASED, TEMPORARY SEDIMENT BASIN FOR COMMON DRAINAGE AREAS OF 5 ACRES OR MORE, AND A REQUIRED WATER QUALITY VOLUME OF 1` OF RUNOFF FROM NEW IMPERVIOUS SURFACES. STORMWATER MANAGEMENT PLAN STORMWATER FROM THE SITE WILL BE DIRECTED TO A FILTRATION BASIN AND FILTRATION POND, TOGETHER WILL PROVIDE WATER QUALITY TREATMENT, VOLUME ABSTRACTION, AND RATE CONTROL FOR THE SITE. THE TOTAL PROPOSED NEW IMPERVIOUS SURFACE AREA IS 2.11 ACRES. THE REQUIRED VOLUME ABSTRACTION IS EQUAL TO ONE INCH OF RUNOFF OVER THE PROPOSED IMPERVIOUS SURFACE AREA, OR 0.176 ACRE FEET, THE PROPOSED BASINS WILL PROVIDED 0.371 ACRE FEET OF VOLUME ABSTRACTION. RUNOFF RATES FROM THE SITE HAVE BEEN CONTROLLED TO THE EXTENT PRACTICAL, PRIOR TO START OF CONSTRUCTION THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION. REFER TO GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. 1. SILT FENCE SILT FENCE SHALL BE INSTALLED AT THE LIMIT OF GRADING ON ANY FILL SLOPE. ADDITIONAL SILT FENCE MAY BE REQUIRED IN CUT SLOPE AREAS. SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY INFILTRATION/FILTRATION PRACTICE. 2. ROCK CONSTRUCTION ENTRANCE ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE FIELD ENTRANCES TO THE SITE. 3. CATCH BASINS ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DEVICES APPROVED BY THE LOCAL GOVERNING UNIT. THESE SHALL INCLUDE. BUT ARE NOT LIMITED TO. WIMCO PROTECTION DEVICES, INFRASAFE PROTECTION DEVICES, FILTER FABRIC, 810 ROLLS AND STRAW BALES. DURING CONSTRUCTION THE FOLLOWING STORMWATER POLLUTION PREVENTION MEASURES SHALL BE IMPLEMENTED DURING CONSTRUCTION. REFER TO GRADING AND EROSION CONTROL PLANS FOR LOCATIONS. 1. PHASED GRADING TO THE EXTENT POSSIBLE. GRADING SHALL BE PHASED TO MINIMIZE THE AMOUNT OF DISTURBED AREAS DURING SITE CONSTRUCTION. 2. TRACKED SEDIMENT ANY SEDIMENT TRACKED FROM THE SITE ONTO THE STREET SHALL BE REMOVED IMMEDIATELY UPON DETECTION. THE ROCK CONSTRUCTION ENTRANCE SHALL BE INSPECTED AND REPAIRED IF INUNDATED WITH SEDIMENT. 3. STOCKPILES STOCKPILES SHALL BE PLACED IN AN AREA THAT WILL MINIMIZE THE NEED FOR RELOCATION. IF A STOCKPILE WILL REMAIN IN PLACE FOR AN EXTENDED PERIOD OF TIME, STABILIZATION MEASURES SHALL BE IMPLEMENTED, INCLUDING BUT NOT LIMITED T0, SEEDING AND SILT FENCING. TEMPORARY STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, CONDUITS OR DITCHES. 4. TOPSOIL UPON GRADING COMPLETION, A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED OVER ALL DISTURBED AREAS, EXCLUDING PROPOSED STREETS AND PARKING AREAS. 5, RESTORATION ALL DISTURBED AREAS NOT ACTIVELY WORKED SHALL BE RESTORED WITH SEED AND MULCH, EROSION CONTROL BLANKET AND/OR SOD WITHIN 7 DAYS. 6. SLOPES IN ORDER TO MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/GR GULLIES., THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. 7. DRAINAGE DITCHES THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH THAT DRAINS WATER FROM THE SITE, OR DIVERTS WATER AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER. STABILIZATION MUST BE COMPLETED WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER. 8. PIPE OUTLETS PIPE OUTLETS MUST BE PRO'IIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 9. CATCH BASINS ALL CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION DE.'iCES APPROVED BY THE LOCAL GOVERNING UNIT. THESE SHALL INCLUDE, BUT ARE NOT LIMITED TO, WIMCO PROTECTION DEICES, INFRASAFE PROTECTION DEVICES, FILTER FABRIC, BIO ROLLS AND STRAW BALES. PROVIDE', ENERGY DISSIPATION- ON OUTFALL IMMEDIATELY i AFTER -CONSTRUCTION (TYP). `.-�'i� 59.2 •. -, p - X545 RAT AN �^ t 55 �.I SINS ♦ I % 6 // dq i -E D -) ♦ / N. EL 9 e N20 t ♦ (.. / O EL 944.3 / H IC OOU I k WERAND BUFFEFP / •.+ �"' _E 6D^./ / 6 OF f.RA'kil RF O'. lE ♦ Q H 57J TT LL Sl E_NCF ' \ ♦ 1 - AFTER _- \\ -_ P OSED'B ♦ ��®' PROF.F.E. = 9 v ♦♦ � o Y �_ \ ♦ ♦ f ( 59.5 IT : A) „„ A -�•� _ - WETLAND41 2 I ASTL D rTi.Pn'2 M NC11CI E E E PROTECT. Fl ATI (SEE OEi+U / SED�IENTA 4 R / CONSTRUO` ION'MATH OCHER EFFlEefi\(E M DURING CONSTRUCTION (CONTINUED) 10. DUST CONSTRUCTION DUST SHALL BE CONTAINED TO THE EXTENT POSSIBLE. IF THE SITE BECOMES EXCESSIVELY DUSTY, APPROPRIATE MEASURES SHALL BE TAKEN TO REDUCE DUST BEING TRANSPORTED FROM THE SITE. DUST CONTROL MEASURES INCLUDE. BUT ARE NOT LIMITED TO, WATERING AND CALCIUM CHLORIDE APPLICATION. 11. DEWATERING DEWATERING ACTIVITIES SHALL BE CONDUCTED WITH AND APPROVED BY THE LOCAL GOVERNING UNIT. IF THERE WILL BE ANY DEWATERING OR BASIN DRAINING THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE, THE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. APPROPRIATE BMPS SHALL BE USED FOR EROSION AND SEDIMENT CONTROL AND ENERGY DISSIPATION. 12.CONSTRUCTION MATERIALS AND DEBRIS CONSTRUCTION MATERIALS SHALL BE STORED IN AN ORDERLY MANNER AND IN AN AREA THAT 'ALL MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION ACTIVITIES. CONSTRUCTION DEBRIS SHALL BE CONTAINED IN DUMPSTERS AND REMOVED FROM THE SITE AS NECESSARY. 13 -CHEMICALS CHEMICALS SHALL BE STORED IN A SAFE AREA IN SEALED CONTAINERS WITH THE ORIGINAL LABELING AND MATERIAL SAFETY DATA SHEETS AVAILABLE. 14. SPILLS AND CONTAMINATION IF FUEL. OIL OR A HAZARDGUS CHEMICAL IS SPILLED OR DETECTED DURING CONSTRUCTION ACTIVITIES, ALL APPROPRIATE AGENCIES SHALL BE IMMEDIATELY NOTIFIED, INCLUDING, BUT NOT LIMITED TO, THE MINNESOTA DUTY OFFICER AT 800-422-0798. 15.CONCRETE WASHOUT AREA ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. AN IMPERMEABLE COMPACTED CLAY LAYER IS SUFFICIENT. CONCRETE WASHOUT IN THE AGGREGATE ROAD BASE IS ALLOWED. A SIGN MUST BE INSTALLED AT EACH WASHOUT FACILITY TO DIRECT EQUIPMENT OPERATORS TO THE APPROPRIATE LOCATION, POST CONSTRUCTION WHEN THE SITE HAS BEEN COMPLETELY CONSTRUCTED, THE SITE MUST UNDERGO FINAL STABILIZATION. FINAL STABILIZATION OCCURS WHEN ALL OF THE GRADING, INFRASTRUCTURE AND BUILDING ACTIVITIES HAVE BEEN COMPLETED. TO ACHIEVE FINAL STABILIZATION, THE FOLLOWING MEASURES SHALL BE COMPLETED, 1. ALL DISTURBED AREAS WITHOUT PERMANENT IMPERVIOUS SURFACES SHALL BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER. AREAS NOT REQUIRING SOD OR EROSION CONTROL BLANKET SHALL BE SEEDED AND MULCHED. 2. SEDIMENT FROM CONVEYANCES AND TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUAUTY MANAGEMENT BASINS SHALL BE CLEANED OUT. SEDIMENTATION BASINS SHALL BE SUFFICIENTLY CLEANED OUT TO RETURN THE BASIN TO DESIGN CAPACITY. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN OR CONVEYANCES DISCHARGING OFF-SITE OR TO SURFACE WATERS. 3. WHEN STABILIZED VEGETATION HAS BEEN ESTABLISHED OVER 70 PERCENT OF THE PERNOUS SURFACE AREA, ALL SYNTHETIC TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED BY THE CONTRACTOR, THIS INCLUDES, BUT IS NOT LIMITED TO, SILT FENCE, TREE FENCE AND CATCH BASIN INLET PROTECTION DEVICES. N0110E OF TERMINATION THE PERMITEE(S) MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITEE) HAS ASSUMED CONTROL OVER ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. INSPECTIONS & RECORD KEEPING STORMWATER POLLUTION PREVENTION INSPECTIONS SHALL OCCUR ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. INSPECTIONS MAY BE CEASED DURING FROZEN GROUND CONDITIONS. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE WITHIN 24 HOURS AFTER RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION. WHICHEVER COMES FIRST. DURING THE COURSE OF CONSTRUCTION, IT MAY BE DETERMINED THAT ADDITIONAL STORMWATER POLLUTION PREVENTION MEASURES MAY BE NEEDED, OR CERTAIN MEASURES ARE NOT PRACTICAL TO INSTALL. IN THESE CASES, AN AMENDMENT TO THE SWPPP SHALL BE MADE, AND SUPPORTING REASONS SHALL BE DOCUMENTED IN THE SWPPP. I. RECORD NAME OF INSPECTOR AND DATE AND TIME OF INSPECTION. 2. RECORD RAINFALL AMOUNT SINCE MOST RECENT INPSECTION. 3. INSPECT ROCK CONSTRUCTION ENTRANCES FOR SEDIMENTATION. INSPECT ADJACENT STREETS FOR \S7T�ORAGE CRETE WASHOUT ATERIALS AREA - \ „„„ e 5 A£i l ZED E-ERIICl MA1NUN PERIMETER \-, -, � CONTROi-THR000HOUT' of6 Et a. _ CONSTRUCTIONTYP INSTALL �!LT FENCE F ,._ ( _�___ TER 8 rk EX CION- _ ___ 52 56 0 } il i SB? s,✓ sao •,. DNE STEP UILDING 60.0 •�'�� -'"� `BE 4r- �. 5a.. OUT EL 9 =1 _ tt 913A \ 5 h �f o -j �Pa 0 0 58.4 5e5 54.7 .� 6C. iN� STE 1 _ INSTALL INLET PROTECTION AFTER CONSTRUCTION NTE AL 1-/ {yp RETAINING L i I AIDCE T lr, � ISJ35Y'J lJ. wvS95 �9.0� 54 L(T -WTCU IN, "- ws',so 1'tt1kG�lL- e` PED 7,_-a. LE �- BBQ - _ T OUT - SILT FENCE OR MEA SEDIMENT TRACKING. 4. INSPECT SITE FOR EXCESSIVE EROSION AND SEDIMENT ACCUMULATION. A. INSPECT SILT FENCE AND OTHER TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES FOR EROSION. SEDIMENTATION AND MALFUNCTIONING. B. INSPECT FLARED END SECTIONS FOR EROSION AND SEDIMENTATION. C, INSPECT PONDS, INFILTRATION BASINS, TEMPORARY SEDIMENTATION BASINS AND ALL OTHER BMP'S FOR EROSION AND SEDIMENTATION. D. INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CON;EYANCE SYSTEMS FOR EVIDENCE OF SEDIMENT BEING DEPOSITED BY EROSION. 5. INSPECT SITE AND ADJACENT PROPERTIES FOR CONSTRUCTION DEBRIS, TRASH AND SPILLS. 6. INSPECT STABILIZED AREAS FOR EROSION. 7. RECORD RECOMMENDED REPAIRS, MAINTENANCE AND/OR REPLACEMENTS REQUIRED TO ENSURE EROSION AND SEDIMENTATION CONTROL MEASURES ARE SUFFICIENT. 8. RECORD RECOMMENDED AMENDMENTS TO THE SWPPP. 9. RECORD REPAIRS, MAINTENANCE AND/OR REPLACEMENTS THAT WERE COMPLETED SINCE THE LAST INSPECTION. NOTE: FOR AREAS THAT HAVE UNDERGONE FINAL STABILIZATION, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH. MAINTENANCE THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, INSPECTION AND MAINTENANCE OF ALL STORMWATER POLLUTION PREVENTION MEASURES FOR THE DURATION OF THE PROJECT. THE FOLLOWING GUIDELINES SHALL BE USED TO DETERMINE NECESSARY REPAIRS, MAINTENANCE AND/OR REPLACEMENT OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, 1. ROCK CONSTRUCTION ENTRANCES SHALL BE REPAIRED OR REPLACED IF THE ROCK BECOMES INUNDATED WITH SEDIMENT AND/OR EXCESSIVE SEDIMENT IS BEING TRACKED FROM THE SITE. SEDIMENT TRACKED ONTO ADJACENT STREETS SHALL BE REMOv€D. MEASURES SHALL BE TAKEN IMMEDIATELY UPON DISCOVERY. 2. SILT FENCE SHALL BE REPAIRED OR REPLACED WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE SILT FENCE, THE SILT FENCE IS DAMAGED AND/OR THE SILT FENCE BECOMES NONFUNCTIONAL- MEASURES ONFUNCTIONAL MEASURES SHALL BE TAKEN WITHIN 24 HOURS OF DISCOVERY. 3. CATCH BASIN INLET PROTECTION DEVICES SHALL BE CLEANED WHEN SEDIMENT REACHES 3 THE HEIGHT OF THE SEDIMENT TRAP AND/OR REPAIRED OR REPLACED IF THE DEVICE BECOMES NONFUNCTIONAL. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY, 4. FLARED END SECTIONS SHALL BE CLEANED IF DEBRIS IS RESTRICTING FLOW OR IF SEDIMENT HAS ACCUMULATED AT THE OUTLET, IF A FLARED END SECTION BECOMES NONFUNCTIONAL OR DAMAGED, IT SHALL BE REPAIRED OR REPLACED. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOVERY. 5. IF SEDIMENT IS OBSERVED OFF-SITE OR NEAR SURFACE WATERS, THE SOURCE OF SEDIMENT SHALL BE DETECTED AND ADDITIONAL MEASURES SHALL BE IMPLEMENTED, THE PERMITEE(S) SHALL COORDINATE SEDIMENT RETRIEVAL FROM SURFACE WATERS WITH ALL APPROPRIATE AGENCIES. MEASURES SHALL BE TAKEN WITHIN 7 DAYS OF DISCOVERY. 6. PONDS, INFILTRATION BASINS, TEMPORARY SEDIMENTATION BASINS AND ALL OTHER BMP'S SHALL BE CLEANED IF DEBRIS IS PRESENT AND/OR EXCESSIVE SEDIMENTATION HAS OCCURRED. TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN SEDIMENT HAS FILLED THE BASIN TO 1/2 THE STORAGE VOLUME. NO SEDIMENT SHALL BE ALLOWED TO ACCUMULATE IN INFILTRATION BASINS. MEASURES SHALL BE TAKEN WITHIN 72 HOURS OF DISCOI,ERY. QUANTITIES THE FOLLOWING TABLE PROVIDES ESTIMATED QUANTITIES FOR STORMWATER POLLUTION PREVENTION N THROUGHOUT THE PROJECT. ITEM UNIT ESTIMATED QUANTITY ROCK ENTRANCE EA. 1 SILT FENCE LF. 2,700 INLET PROTECTION EA. 10 TURF ESTABLISHMENT ""✓�;1 iFV I IN FEET ) PROTECT FTLTRI SEDIMENTATION' CONSTRUCTION OTHER EFFECTI` -aN e N'oI C EL=9 G YR HAIL -a._- iON BASIN !I 0 �RZRM �1.E PROTECTION PRIOR TO CONSTRUCTION ` A-4 ni 141 I II i niI I IAi I0,, i AREA OF POTENTIAL + ; II I TRACKED SEDIMENT el SWEEEP AS NEEDED I 6 k _ I I 1 u a _?t -MAINTAIN ROCK r«2 .Dllm CONST. ENTRANCE / a� I , /.. g t , \ 4l NIT di I i iI f �y J E Iiti .l y`I 1 /w DOUBLE SL FENC /-yY •i/i' TJ }.CNt i0 "LI �) 5t ,\3 (y4:tisul I u41 vE D CO 11 HTV. - 95.;> I I �V uj n I - t 11I I I .I C vfTLAND BUFFER ��Ia�l la I 841 ��DI i II �.._-•.•�. F,96yfldj-l�,� U I 6u°I� _-�- - ; L II .I PROTECT EXISTING 4- -MAINTAIN -SILT- _ !! s WETLAND W/ SILT ST�iTCil (� -_�EE FENCE OR OTHER EFFECTIVE MEANS .Q177 TPrATlnN L(AP BENCHMARKS 1. CITY CF MOURD TOP .UT HYDRANT ACROse FROM EIUTHEAST CORNER OF SUR 'EYED PPOPERTY. ELEVATION='u45-58 (NGND 723) -------------- Ill.. PON" 32 RCP CL5 12 9 LOX IE 945-00 FILTRATION BENCH :E DETAIL) 80 '-6*' PERF PE DRAINTRi -92'-15" RCP CL.5 0 0.35% RCP FES W/TRASH GUARD. PLACE 8 CY RIPRAP CL.3 W/ FILTER FABRIC IE 945.00 WETLAND STMH 103 RE 958.5 IE 949.21-24- E,SW IE 945.21 -SUMP EXISTING BUILDING ---------------------------------------------------- ------------- z z -------------- --------------- --------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - TMH 104 [ E 1,111.1 IE 949.41-24' SE1W - ------------------- --------------------------------------------------- PE E 953m-6" S `6" CLEANOUT 130'-5' PERF. PE DRAINTILE Lzam EXISTING PROPOSED PROPERTY LINE - - - EASEMENT LINE - - - - - - - - - - - - CURB LINE *DOWNSPOUT. BITUMINOUS PAVEMENT CONNECTION CONCRETE WALK (Typ) 24" RCP FES W/TRA Ir 15' RCP FES PLACEP6 CY WETLAND - RIPRAP cL3 wl W/TRASH GUARD. 35'-6' PVC- 71'-24* RCP PLACE 14 CY STORM SEWER ---go 02.0% CL3 0 0.30% RIPRAP CL 3W/ FILTER FABRIC IE 94!2_3-- 6" CLEAN01 FILTER FABRIC UNDERGROUND ELECTRIC IE 954.56 HE 949.00 4_8" DIA. OVERHEAD ELECTRIC I np 7 UNDERGROUND FIBEROPTICS IE 950'5S _ 18. SW MANHOLE 110 `6" CLEANOUT 130'-5' PERF. PE DRAINTILE CLEANOUT 6' CLEANOUT -11 -- IE 955.5 *8" PVC WATER SERVICE (FIRE & DOMESTIC) 01.0% IE 951.0 PROPOSED BUILDING F.F.E = 960.0 F 40'-6" PERF. PE DRAINTILE BO" IE 950.5 0 1.09 HYDRANT W/G.V. 8* X 6' TEE 62'-6" DIP CL52 GN. EL. 957.6 (TURN HYDRANT) ML R WA 11'N S N�M SE R PR7� I ULA - WA MIN TION A� . NO 0.25% a 0.45% RE IE 9V971 71-24i NV : E 950.06-18" NE E 951.14-8* S T InA -------- ---------------- ----------------- 18" RCP Lzam EXISTING PROPOSED PROPERTY LINE - - - EASEMENT LINE - - - - - - - - - - - - CURB LINE 24" X 36" BITUMINOUS PAVEMENT CONCRETE WALK 0 SANITARY SEWER Ir 15' RCP FES PLACEP6 CY WETLAND - RIPRAP cL3 wl W/TRASH GUARD. SANITARY FORCEMAIN I 1 11 .1 STORM SEWER ---go -»- WATER MAIN FILTER FABRIC IE 94!2_3-- UNDERGROUND GAS I UNDERGROUND ELECTRIC CBMH 106 RE 954.013 UNDERGROUND TELEPHONE 4_8" DIA. OVERHEAD ELECTRIC I np 7 UNDERGROUND FIBEROPTICS IE 950'5S _ 18. SW MANHOLE 110 HYDRANT GATE VALVE "I UTILITY POLE CL.5 a 0.50% f? TELEPHONE BOX ❑ HAND HOLE u LIGHT POLE 7\ SIGN GUARD POST ORAINnLE 'T'L GAS METER 0 ELECTRIC METER CUR13STOP EPE CLEANOUT Guy WIRE I i CONNECT TO EX. WETLAND FENCE LINE CLEANOUT 6' CLEANOUT -11 -- IE 955.5 *8" PVC WATER SERVICE (FIRE & DOMESTIC) 01.0% IE 951.0 PROPOSED BUILDING F.F.E = 960.0 F 40'-6" PERF. PE DRAINTILE BO" IE 950.5 0 1.09 HYDRANT W/G.V. 8* X 6' TEE 62'-6" DIP CL52 GN. EL. 957.6 (TURN HYDRANT) ML R WA 11'N S N�M SE R PR7� I ULA - WA MIN TION A� . NO 0.25% a 0.45% RE IE 9V971 71-24i NV : E 950.06-18" NE E 951.14-8* S T InA -------- ---------------- ----------------- 18" RCP a. AND UT_\ 100'-8 11" CLEANOUT IE 949.5 'r 948.5 68'-6" PVC - 04.0% LB" CLEANOUT \- 77'-6' PVC IE 952.22 02.0% CLEANOUT 954.94 82'-6" PVC -3 02,02 6' CLEANOUTJ CLEANOUT IE 955,40 953.76 10'-12* 00.50% CB 10 - RE 955.44 IE 952-40 S' CLEANOUT\ -15-12" RCP a � CL'5 0.50% IE 946-5 ISA 100'-8" Pvc-L, 8* CLEANOUT PVC a 5.0 2.0% IE 941.5 100'-8* PVC -j RCP ^ 01.5% CL.5 0 1,32% CE 102 RE 950.97 IE 947.73 0 CONNECT TO EX 8* VCP SAN SWR. W/8 X 8' 15* RCP FES TEE & 7' RISER, W EX. IE 933.0 IE 946.90 R /TRASH GUARD, PR. IE 940.0 (RISER) (FIELD VERIFY) 174'-15* PE I 0 0.55% co /-CSMH 1011 i�il RE 955.3 -:v ;, IE 952.18-15' N W LIE 952.35-12" W Q WETLAND - I 111,x 121 0 Ge" RCP PE DRAINTILE ------------------------------------------------------------------------ ------------------------ --------------- --------------------------------------------------------- Rlkf=�76 5 0 MILITY PLAN MOMS 1. GOVERNING SPECIFICATIONS. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF MOUND STANDARD SPECIFICATIONS AND ENGINEERING GUIDELINES AND THE MINNESOTA PLUMBING CODE. 2. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS & THE MINNESOTA PLUMBING CODE, 3. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN AND FORCE MAIN. 4. A MINIMUM OF 2-0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 5. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF MOUND PUBLIC WORKS DEPARTMENT. 6. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 7. SEE SITE PLAN FOR PAVEMENT RESTORATION INFORMATION. 8- ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. STORM SEWER SCHEDULE STRUCTURE TYPE & No. RCP FES CBMH-101 -SIZE 48" DIA, R -3067-V CB -102 24" X 36" W/TRASH GUARD, STMH-103 Ir 15' RCP FES PLACEP6 CY WETLAND - RIPRAP cL3 wl W/TRASH GUARD. -17 I 1 11 .1 48" DIA, R-1733 PLACE 8 CY FILTER FABRIC IE 94!2_3-- R -3067 -VB I 50'-6" PERF. CBMH 106 RE 954.013 __RIPRAP CL3 W1 4_8" DIA. R -3067-V I np 7 PE ORA NTILE IE 950'5S _ 18. SW FILTER FABRIC�_&MH 110 1 2* RCP IE 950,71-15- SE IE 945.30 RE 947.50 CL.5 a 0.50% f? R-4342 OCS- 11 1 48" DIA. I 100'-6' PtERF..IE 944 - 7\ ORAINnLE 'T'L I E , 0- !!4:1" 6' OT - 1 1 Q� EPE CLEANOUT _ I i CONNECT TO EX. T FILTRAnON BASIN FILTRATION IO'j CIP5WM. CUT U IN O"X " TEE PE HYDRANT W/O -CBMH 101 - - - - - - GATE VALVES, 070.709 8' X 6" TEE RE 950.71 - 2-10- G_V. & 17'-6' DIP G IE 947.58 12" RCP FES 1-5* G.V. PERF C T. '0 E IF CND. 1. 955 IE 943.5a -SUMP w/rRASH GUARD. (FIELD VERIFY) TT111 RE 3 30'-12' RCP PLACE 6 CY RIPRAP W1 US IS. B�5 IE .2 CL.5 0 0.509 FILTER AgRIC FABRIC E 1 947.50 a. AND UT_\ 100'-8 11" CLEANOUT IE 949.5 'r 948.5 68'-6" PVC - 04.0% LB" CLEANOUT \- 77'-6' PVC IE 952.22 02.0% CLEANOUT 954.94 82'-6" PVC -3 02,02 6' CLEANOUTJ CLEANOUT IE 955,40 953.76 10'-12* 00.50% CB 10 - RE 955.44 IE 952-40 S' CLEANOUT\ -15-12" RCP a � CL'5 0.50% IE 946-5 ISA 100'-8" Pvc-L, 8* CLEANOUT PVC a 5.0 2.0% IE 941.5 100'-8* PVC -j RCP ^ 01.5% CL.5 0 1,32% CE 102 RE 950.97 IE 947.73 0 CONNECT TO EX 8* VCP SAN SWR. W/8 X 8' 15* RCP FES TEE & 7' RISER, W EX. IE 933.0 IE 946.90 R /TRASH GUARD, PR. IE 940.0 (RISER) (FIELD VERIFY) 174'-15* PE I 0 0.55% co /-CSMH 1011 i�il RE 955.3 -:v ;, IE 952.18-15' N W LIE 952.35-12" W Q WETLAND - I 111,x 121 0 Ge" RCP PE DRAINTILE ------------------------------------------------------------------------ ------------------------ --------------- --------------------------------------------------------- Rlkf=�76 5 0 MILITY PLAN MOMS 1. GOVERNING SPECIFICATIONS. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION", THE CITY OF MOUND STANDARD SPECIFICATIONS AND ENGINEERING GUIDELINES AND THE MINNESOTA PLUMBING CODE. 2. SANITARY SEWER, WATER MAIN AND STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS & THE MINNESOTA PLUMBING CODE, 3. A MINIMUM OF 7.5 FEET OF COVER SHALL BE REQUIRED FOR ALL WATER MAIN AND FORCE MAIN. 4. A MINIMUM OF 2-0 FEET VERTICAL SEPARATION SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS. 5. ALL WATER MAIN WORK & TESTING SHALL BE COORDINATED WITH CITY OF MOUND PUBLIC WORKS DEPARTMENT. 6. CATCH BASINS IN THE GUTTER LINE SHALL BE SUMPED 0.17'. ELEVATIONS SHOWN ON THE PLANS REFLECT THE SUMPED ELEVATIONS. 7. SEE SITE PLAN FOR PAVEMENT RESTORATION INFORMATION. 8- ALL WATER MAIN MUST HAVE CONDUCTIVITY TEST, HYDROSTATIC TEST AND BACTERIA TEST BEFORE THE PROJECT IS COMPLETE AND TURNED ON. STORM SEWER SCHEDULE STRUCTURE TYPE & No. NEENAH CASTING or EQUAL CBMH-101 -SIZE 48" DIA, R -3067-V CB -102 24" X 36" R -3067-V STMH-103 48" DIA. R-1733 STMH-104 48" DIA, R-1733 CBMH-105 48" DIA. R -3067 -VB CBMH-106 48" DIA. R -3067-V CBMH-107 4_8" DIA. R -3067-V CBMH-108 48" DW R -3067-V CB -109 24" X 36" 1 R -3067-V CBMH-110 48" DIA.. R-4342 OCS- 11 1 48" DIA. I SEE DETAIL *FINAL LOCATION OF SERVICES & DOWNSPOUTS TO BE VERIFIED WITH ARCHITECTURAL AND MECHANICAL PLANS, N I 0 15 30 60 1 IN FEET 4 q�T SAWCUT & REMOVE A BITUMINOUS PAVEMENT I CS.R�iE.Q'�DCIF'.'Rl.-UII'EIUTLYICE IN KIND. Iv I k T BENCHMARKS 1. CITY OF MOUND TOP NUT HYDRANT ACROSS FROM SOUTHEAST CORNER OF SURVEYED PROPERTY ELEVATION - 945.68 (NGVD 29) CALL SEPOfr YOU DIG Know whafs below. Call before you dig. u'- FILTER FABRIC (36" MAX. HEIGHT) EL. A -- ANCHOR W/ METAL OPENING IN FABRIC WEAVE c 212 Pm - EL. 5' e EL. A = T -POST OR WOOD 2"X2" STAKE 1.5 GEOTEXTILE TYPE IF PLACE RIPRAP CL.2 DIRECTION OF FLOW UNDISTURBED SOIL NOTES 1. DIG A 6"X6" TRENCH ALONG THE INTENDED SILT FENCE LINE. 2. DRIVE ALL ANCHOR POSTS INTO THE GROUND AT THE DOWNHILL SIOE OF THE TRENCH. 3. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART. 4. LAY OUT SILT FENCE ALONG THE UPHILL SIDE OF THE ANCHOR POSTS AND BACK FILL 6"X6" TRENCH. 5, SECURELY ATTACH SILT FENCE TO ANCHOR POSTS W/ MINIMUM OF THREE ATTACHMENTS PER POST. 6. SEE MNDOT SPECIFICATIONS 2573 & 3886. 1 I SILT FENCE C7 I NO SCALE HDPE INSERT BASKETS L 3• SHOWN W/OUT FILTER BAGS N 1 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS 2'x3' HDPE FRAME INSERTI\ EMERGENCY) OVERFLOW PORTS - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R-3067 OR R-3290 SERIES AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS OR APPROVED EQUAL _ 2 2'x3' DEBRIS COLLECTION DEVICE C7 NO SCALE / HDPE INSERT BASKETS SHOWN W/OUT FILTER BAGS 400 MICRON FILTER BAGS REQUIRED INSIDE BASKETS Q 2X3 HDPE FRAME INSERT.( j'`EMERGENCY .Y OlERFL.W PORTS - MEETS MN/DOT SPECIFICATION 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R -3250-A OR R-3250-1 (MNDOT 801) FRAME CASTING AS MANUFACTURED BY ROYAL ENVIRONMENTAL SYSTEMS OR APPROVED EQUAL 3 2711 DEBRIS COLLECTION DEVICE C7 NO SCALE FILTRATION TOP OF BERM: A BASIN _ LOW B BTM: C OVEN^ _ EXISTING -,_� WETLAND GEOTEXTILE TYPE III =_ PLACE RIPRAP CL.2 A. 1 B. C. BASIN 10 949.0 947.9 94&1 BASIN 20 952.0 950.8 948.0 5 STABILIZED EMERGENCY OVERFLOW C7 I NO SCALE 6 ( ROCK CONSTRUCTION ENTRANCE C7 NO SCALE : FLOW EAR AIN.) NOTES: 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER AND/OR SEED. Z. BEGIN AT THE TOP OF THE SLOPE (OR CHANNEL) BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS DOWN (STARTING DOWNSTREAM PROCEEDING UPSTREAM) HORIZONTALLY ACROSS THE SLOPE. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A MINIMUM 4" OVERLAP. 5. WHEN BLANKETS MUST BE SPLICED DOM THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH MINIMUM 6" OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 6, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 7. THE TERMINAL ENDS OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 7 I EROSION CONTROL BLANKET C7 I NO SCALE VARIES I� TURF ESTABLISHMENT SHALL APPLY TO ALL DISTURBED AREAS AND SHALL BE 8` DIP CL52 0.5' TOPSOIL -VARIES GRADING GRADE ACCORDING TO THE LATEST EDITION OF MaDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION EXCEPT AS MODIFIED BELOW. 3.0 PROPOSED FINISHED GRADE SCH.40 c - 90' BEND '"a EXISTING GRADE NRF ESTABLISHMENT SHALL OCCUR AS SOON AS POSSIBLE BUT IN NO CASE FILTRATION TREATMENT MORE THAN 7 DAYS AFTER GRADING COMPLETION. .," 1'�w-. U VOLUME SEED: MnDOT MIXTURE 25-141 AT 60 POUNDS PER ACRE. BICRADE EX.�..� LIMIT OF SUBGRADE EXCAVATION DORMANT SEED: SHALL BE APPLIED AT TWICE THE NORMAL RATE AFTER SELECT BACKFILL MATERIAL GRADE 2 COMPOST NOVEMBER 1ST. UNS4P M�tC� '^ ® MINIMUM 3" OF 1/4 -INCH (TYP.) "BUCKSHOT" E. \40P Iia MULCH: TYPE 1 AT 2 TONS PER ACRE (DISK ANCHORED). VARIES 0R °'/ NON -SELECT BACKFILL MATERIAL FER71UZER: TYPE 10-10-10 AT 200 POUNDS PER ACRE, NON-SELECT3.0 BACKFILL MATERIAL MAK. COMPACTED BACKFILL COMPACTED BACKFILL 1.5" WASHED STONE (IGNEOUS) 3.0' MAX. LOA' MIN. 6" PERFORATED DRAINTILE BOTTOM OF UNSTABLE MATERIAL 4ITURF ESTABLISHMENT ESTABLISHMENT C7 NO SCALE ��8....(....SUBGRADE CORRECTION CORRECTION C7 NO SCALE CONCRETESLAB SHALL BE r THIIX, COf•CRETE APRON SHALL BE CONSTRUCTED 314" PER FOOT ON W COMPACT® CLASS 5 GRAVEL BASE (SEE SPECIFICATIONS) 18" VARIABLE OR BACK OF SM WHICHEVER IS GREAM a VAa1ABLE r CONCRETE PAVEMENT 6" CLASS 5 BASE 100% CRUSHED SECTION A -A INCDB(TALTOAPRON 8612 CONCRETE PAYMENTAREABY CURB & GUTTER A SQUAtB PEEr BPANStoN cover (TVP) 8 CONCRETE DRIVEWAY ENTRANCE C7 I NO SCALE 6" 3..R 1/2"R. 7/2"R. 3"R' 1 3/4" PER FT. 3�_ P" 1 5/8" 12 8,• -TIP-OUT CURB SHALL TIP OUT AT 3/4" PER FOOT, 10� B612 CONCRETE CURB 6 GUTTER C7 NO SCALE Sr. V/ 11 I DOWNSPOUT CONNECTION C7 NO SCALE PLACE 4"x 4" - 4' ABOVE WATER ROUGH IN EXTEND 8" DIP WATER SERVICE W/FLANGE 6" ABOVE FIRST FLOOR ELEVATION. FIRST FLOOR 1 CAP SEWERSERCS 8` DIP CL52 RS, FL 136" BELOW FIRST FLOOR. INSTALL 2" X 2" MARKING POST. 8" PVC FOOTING ANtMPR '" L. UNDER r SCH.40 c l'� 90' BEND '"a 90' ELBOW (NWL)(3. 12 1 UTILITY SERVICE CONNECTIONS SERVICE CONNECTIONS C71NO SCALE �1 70:1 N. W.L 101 3 v, 3 1 a 1 10' BOTTOM 0 VARIES-� CTI13STORMWATER POND NO SCALE PAVEMENT SECTION* 2" BITUMINOUS WEAR COURSE (SPWE 9.5 (2,C)), MN/DOT SPEC. 2360 TACK COAT 2" BITUMINOUS WEAR COURSE (SPWE 12.5 (2,C)), MN/DDT SPEC. 2360 •' 8" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) APPROVED GRANULAR SUBGRADE 'FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. *'INCREASE TO 10" IN HEAVY DUTY AREAS, 14 1 BITUMINOUS PAVEMENT SECTION C7 I NO SCALE PAVEMENT SECTION- " 5" PORTLAND CEMENT CONCRETE, MN/DOT SPEC. 2301 6" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (1009 CRUSHED) APPROVED SUBGRADE •FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. —INCREASE TO 6" IN HEAVY DUTY AREAS. 15 I CONCRETE PAVEMENT SECTION C7 I NO SCALE PAVEMENT SECTION - 4' PORTLAND CEMENT CONCRETE, MN/DOT SPEC. 2301 4" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) APPROVED GRANULAR SUBGRADE 'FINAL PAVEMENT DESIGN TO BE CONFIRMED BY GEOTECHNICAL ENGINEER OF RECORD. 161CONCRETE SIDEWALK SECTION C7 NO SCALE ff A ))�__ GALVANIZED GRATE (SPLIT) 4"X4" OPENINGS 951.0 952.0 950. 48" DIA. 12' - o6mcE POND OUTLET = 949.0 2' MIN. 17 OUTLET CONTROL STRUCTURE 111 POND 20 C7 NO SCALE 18 FILTRATION BASIN/BENCH SECTION C7 NO SCALE 'H O O1 ZLn OF, Urj Z 0 ®®® c I n Y LO N %FOJ Z IIIIIIWIU.. 0: O x ro 16111111111 W C LL .. J a :Ll a, N 0 W ? Z D Z O o 0) W a C d L OC a. F w Z 0 U� (9 w ul Z C 1.4LQ C W E p 0' O M Z W p Z 0 2 U i M J Q \ 0 F v Z !W Lo O aY� 00 z J Ln W (u a W LO pv GO V) Z i W p CD H M OC REVISIONS 1.05117/16 Per CR;Comments. 2.07/19,'16 Per Owner. 4. 5. DRAWN BY: ITR �ESIGNEO BY: `TR ISSUE DATE: 04'18/16 herebN -ill that this pill, D T IDI r,p was PrepaarE by -da, y pe 11.11 E that t d0y nsetl Ptotess onal E g nEm the ws OTMe State of M,nne.ota Jame: Joseph T. R Each, P.E. signature: _ )ate: 04V08/16 License #: 45889 C7 i a, VARIES OUTLET)A, I 1 (NWL)(3. FILTRATION TREATMENT VOLUME 85% SAND 15% MN/DOT C. GRADE 2 COMPOST D. '^ ® MINIMUM 3" OF 1/4 -INCH (TYP.) "BUCKSHOT" E. WASHED ROCK VARIES NON -WOVEN GEOTEXTILE (MnDOT TYPE 1) 1.5" WASHED STONE (IGNEOUS) 6" PERFORATED DRAINTILE BASIN 10 947.5 946.5 945.5 945.25 944.25 20 BASIN 20 949.0 948.0 949.0 948.0BASIN 947.0�96,75�945.75 18 FILTRATION BASIN/BENCH SECTION C7 NO SCALE 'H O O1 ZLn OF, Urj Z 0 ®®® c I n Y LO N %FOJ Z IIIIIIWIU.. 0: O x ro 16111111111 W C LL .. J a :Ll a, N 0 W ? Z D Z O o 0) W a C d L OC a. F w Z 0 U� (9 w ul Z C 1.4LQ C W E p 0' O M Z W p Z 0 2 U i M J Q \ 0 F v Z !W Lo O aY� 00 z J Ln W (u a W LO pv GO V) Z i W p CD H M OC REVISIONS 1.05117/16 Per CR;Comments. 2.07/19,'16 Per Owner. 4. 5. DRAWN BY: ITR �ESIGNEO BY: `TR ISSUE DATE: 04'18/16 herebN -ill that this pill, D T IDI r,p was PrepaarE by -da, y pe 11.11 E that t d0y nsetl Ptotess onal E g nEm the ws OTMe State of M,nne.ota Jame: Joseph T. 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USE A LANDSCAPE FABRIC IN ALL PLANTING BEDS. MULCH TO BE MIN. 3" THICK WITH NO LANDSCAPE FABRIC VISIBLE. 2. POLY EDGER TYPICAL WHERE PLANTING BEDS INTERFACE WITH SOD. 3. 4" OF ORGANIC/BLACK SOIL IS REQUIRED FOR ALL LANDSCAPE AREAS. 4. SOD ALL AREAS DISTURBED DUE TO GRADING AND WHERE NOTED ON THE PLAN, 5. IRRIGATION SHALL BE PROVIDED FOR ALL SOD AND LANDSCAPE AREAS UNLESS OTHERWISE NOTED. 6. HEAVY COMMERCIAL GRADE POLY EDGER SHALL BE USED AROUND THE PERIMETER OF LANDSCAPE BEDS NOTED ON PLAN, 1. REFER TO DETAIL SHEET L2 FOR GENERAL NOTES, PLANTING SPECIFICATIONS, PLANTING NOTES, IRRIGATION NOTES, AND PLANTING DETAILS. 5- REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL '5. REMOVE ANY BURLAP, TWINE, ROPES AND/OR WIRING FROM THE TOP AND SIDES OF ROOT -BALL FOR ALL BALLED $ BURLAP PLANTS. 16. REMOVE CONTAINERS AND CUT CIRCLING ROOTS IF PLANTS ARE CONTAINER GROWN. 11. ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS 0-20-20 GRANULAR FERTILIZER APPLIED AT THE TIME OF PLANTING AT A RATE OF 12 OZ PER 2.5' CALIPER INCHES OF TREE AND 6 OZ. PER SHRUB. S DMIX:taM DOT -2(o TREE oOvERSTORY 2.5" CAL 33-281 COPE OTY COMMON NAMElLATN SIZE Rom REMARKS A II NORTHWOOD RED MAPLE 1 2.5' 1 BfB ISTRAIGHT LEADER 24 - 36 HT. ACER RUBRUM 'NORTHWOOD' I CAL I JAND FULL CROWN B b SWAMP WHITE OAK 2.5" 1 BfB ISTRAIGHT LEADER 2.00 224 QUERCUS BICOLOR I CAL, I JAND FULL GROWN C 10 nN1ASSANCE REFLECTION BIRCH I 2.5" BQB STRAIGHT LEADER 1.08 1.19 BETULA PAPTRIFERA 'RENG' I CAL. ekrMo wheatgrata JANO FULL GROWN D 9 BOULEVARD AMERICAN LINDEN 2.5 B 1 STRAIGHT LEADER 0.35 _ 0,43 TILIA AMERICANA'BOULDEVARO' CAL A IrM D AN FULL GROWN E 9 PRAmeriRE CRABAPPLE 1.5" BQB STRAIGHT LEADER 0.12 0.13 MALUS X 'PRAIMEFIRE` I CAL. JAND FULL GROWN Is 1 15 IWARVIEST GOLD CRABAPPLE 2.5" BQB ISTRAIGHT LEADER 0.00 0.07 MALUS X 'HARVEST GOLD' CAL. AND FULL CROWN G 14 WHITE PINE b BQB ISTRAIGHT LEADER 015 ... .. 0.28 PINUS STROBU5 HT dark asn bulm>b FULL FORM TO GRADE H 11 BLACK HILLS SPRUCE b' Bat STRAIGHT LEADER 0.01t 0.07 PICEA GLAUOA 'OENSATA' HT. FULL FORM t0 GRADE I 9 CONCOLOR FIR b' BQB STRAIGHT LEADER 020 0.22 AMES CONCOLOR HT auto an6ezawae0 FULL FORM TO GRADE QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE CONTRACTOR TO VERIFY QUANTITIE5 SHOWN ON THE PLAN. 0.75 1. SHREDDED HARDWOOD MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS UNLESS OTHERWISE NOTED. USE A LANDSCAPE FABRIC IN ALL PLANTING BEDS. MULCH TO BE MIN. 3" THICK WITH NO LANDSCAPE FABRIC VISIBLE. 2. POLY EDGER TYPICAL WHERE PLANTING BEDS INTERFACE WITH SOD. 3. 4" OF ORGANIC/BLACK SOIL IS REQUIRED FOR ALL LANDSCAPE AREAS. 4. SOD ALL AREAS DISTURBED DUE TO GRADING AND WHERE NOTED ON THE PLAN, 5. IRRIGATION SHALL BE PROVIDED FOR ALL SOD AND LANDSCAPE AREAS UNLESS OTHERWISE NOTED. 6. HEAVY COMMERCIAL GRADE POLY EDGER SHALL BE USED AROUND THE PERIMETER OF LANDSCAPE BEDS NOTED ON PLAN, 1. REFER TO DETAIL SHEET L2 FOR GENERAL NOTES, PLANTING SPECIFICATIONS, PLANTING NOTES, IRRIGATION NOTES, AND PLANTING DETAILS. 5- REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL '5. REMOVE ANY BURLAP, TWINE, ROPES AND/OR WIRING FROM THE TOP AND SIDES OF ROOT -BALL FOR ALL BALLED $ BURLAP PLANTS. 16. REMOVE CONTAINERS AND CUT CIRCLING ROOTS IF PLANTS ARE CONTAINER GROWN. 11. ALL PLANTINGS SHALL RECEIVE FERTILIZER AS FOLLOWS 0-20-20 GRANULAR FERTILIZER APPLIED AT THE TIME OF PLANTING AT A RATE OF 12 OZ PER 2.5' CALIPER INCHES OF TREE AND 6 OZ. PER SHRUB. S DMIX:taM DOT -2(o TREE oOvERSTORY 2.5" CAL 33-281 Weal 1.5 CAL CONIFEROUS TREE Cmnmon Noma I ScleMlflc N- Nate( IbM.) Nte ak ( ) %of Mi. SaW>/>9N 5Hf�UB /„GROUNDCOVER 24 - 36 HT. (by -IBM) PER 24N DIA. big bis tam A, dmpagoo p-,0_ 2.00 224 5.72% 7.35 Mn W bromo Bmmus eglama 2.00 224 5.70% SAOW Iola wiltl mut of 4dcut 1.50 I. 4.28% 2.31 fowl bi a Poe luatrft 1.08 1.19 3.03% 1 50.70 ekrMo wheatgrata E/ym a, fiechyw0lva. 1,00 1.12 2.85% 2.53 switch ria P k -i alum 0.35 _ 0,43 _ LO7% ` 1.93 IrM 3 rt/ a I/nata 0.38 0.43 1.07% 0.81 Ind la hasf7um ntdaM 0.12 0.13 0.36% 0.55 ca apmads blue Wnt eanada 0.00 0.07 01,141% 0.40 GrM_ Dee Subtotal 8.50 8.57 2439•(. 80.78 asci t 015 ... .. 0.28 _ .. 0.71% . 3.10 dark asn bulm>b SG trout 0.19 0.21 wool! r as _. SMryus rypaii ,- 0.01t 0.07 0.18% - 39.00 Sedges 8 Ruthe> Subtotat 030 0.56 IA3% 73.80 Ida IetarMem Zhla sura 020 0.22 0.58% 0.79 auto an6ezawae0 NalaMum auNmnale 0.13 0.75 0,36% 5.97 march milkwaW A fat inumata _ 0.71 -0.72 0.32% 020 lea a4Ncka 87dens homtose 0.11 0.12 0.37% 0.20 GPnade enermna. M.- -d-.1. 0.08 otxd' nl loot . Phb,b. fnisna _0.07 0.07 0.08 0.21% 0.30 Salic neflpwer : Rutlbecka MIMI to 0.07 0.08 021% 0.37 I? New En land asteraaan srmPnrovxh,,,,, noY Ibe 0.07 0.0a 0.19% 138 fl.td ppatl actor Do¢Oingada be0ab O8fi 0,07 017% 1050 J a weed PY E tmchium macu/etuin 0.06 , 0.07 _ 018% 2.18 bp00ad _- in Vrbena naamm 0.05 0.08 _ 0t5% 1,85 F. S.bt.W 1.00 t 12 2 85% 15.13 Dao A sa6a 25.00 28.02 11.43Y. '-- it. 44 CoverCm Subtomi 25.00 29.02 71A3% 11.14 T.U1 1 35.00 3923 100.00% 180.85 PurPote: mormwaler p-edg "v-porarllY fk, de dry Ponds, and temporadlY flooded - ditch bottom Pianbng Ar- T 8g A im FarkLnda P rte P rki..d, d E»t.mroe adbt ft -i �- P Ice_ MMD_ D_ _ 2L at] 38,4, Meet ,8 788. PLANT LEGEND TREE oOvERSTORY 2.5" CAL ORhJAMENTAL TREE 1.5 CAL CONIFEROUS TREE N b HT. F, 5Hf�UB /„GROUNDCOVER 24 - 36 HT. PER 24N DIA. H MNDOT 33-262 SEED MIX 0 15 30 60 ----- SOD/SEED LIMITS IN FEET ) CALL BEFORE YOU DIG I&. Know what's below. Cal) before you dig. z �v) 0) m6 >m00 •® O M O t0 v � ® ? , U, M z w z • w o m � a � O co c Io � a � O o (b IL M F to Z G Q U J �° IL to 0 W Z c Q M V a z W d Z n O V M O .-1 j Z - W j o Y ID a Ln O�z Wy v v � W o Q (j) U z00U) W - C) M H REVISIONS 1,05117/16 Per City Comments 2.07!19/36 Per Owner 3. Q 4 6. DMM BY: SOB DESIGNED BY: SOD ISSUE DATE: 04;08716 II c..Uly that 1h,s plan, sper:fcabon r report was.. prepared by me or under m5 direct se s'ist and that I - a WY licensed Landscape Arch'tect under the laws of the State of M'nnezota Name: Scot Slgnature: Date: 04/08/16 license #: 45647 r Ll -of'-1801 GENERAL NOTES: PLANTING SPECIFICATIONS: PLANTING NOTES: I. LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON THE PROPERTY WITH THE 1. PLANTING BED PREPARATION= ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM I. NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE GENERAL CONTRACTOR AND BY GOPHER STATE ONE GALL PRIOR TO STAKING PLANT DEPTH OF 10 AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. IMMEDIATE AREA. LOCATIONS. 2. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON THE SITE. 3. WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSING5 ARE FOUND ON THE SITE WHETHER SHOWN ON THE DRAWINGS OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE'REMOVED AND/OR ARE WITHIN THE GRADING LIMITS. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD OR SHOULD NOT REMAIN SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL 4. ALL EXISTING TREES TO REMAIN SHALL BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. 5. BB TREES AND SHRUBS ARE BALLED AND BURLAPPED. b. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL 15 REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO SUBMISSION OF BID AND/OR QUOTATION. 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 8. THE CONTRACTOR 15 RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 10. WARRANTY FOR THE LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. It. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 24" 2. BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES ; PROVIDE AMENDMENTS. REMOVE ALL DEBRIS AND ROCKS LARGER THAN 3' IN DIA. S. FERTILIZATION: IT 15 RECOMMENDED THAT NEWLY PLANTED TREES AND SHRUBS SHOULD NOT BE FERTILIZED THE FIRST YEAR. IF NECESSARY, BEGIN FERTILIZING TREES AND SHRUBS THE SECOND YEAR AFTER ESTABLISHMENT AT A RATIO AND RATE 5A5ED ON A SOIL TEST. 10. MULCH MATERIAL: AS SPECIFIED ON LANDSCAPE PLANS. MASS MULCH ALL PLANTING BEDS TO 3' DEPTH OVER FIBER MAT WEED BARRIER. ALL PERRENIAL PLANTING BEDS TO RECEIVE 3' DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER WEED MAT BARRIER. ALL DECIDUOUS AND EVERGREEN TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. 11. TREE STAKING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RE5PON5115IUTY TO TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS ON AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD, ESPECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. 2. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE CONTRACTOR PERCEIVES AND DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTABLISHMENT, SURVIVAL OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. ADJUSTMENTS IN THE LOCATION OF PROPOSED PLANT MATERIAL MAY BE NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. 5. ALL PLANTS TO BE INSTALLED PER PLANTING DETAILS. 6, ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHOULD BE CLEARLY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE REMOVED PRIOR TO OWNER ACCEPTANCE. 1. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SEED/SOD SHALL BE HELD I " BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 12. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE S. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES IN THE FALL SLOPES STEEPER THAN 3: 1 OR IN DRAINAGE SWALES, THE 50D SHALL BE STAKED TO THE PRIOR TO 12-1 AND REMOVE ALL WRAPPING BY 5-I. GROUND. 13. RODENT PROTECTION PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLESS OTHERWISE NOTED, 14. PLANTING PLAN= ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. THE PLAN TAKES PRECEDENCE OVER THE NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 9. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE TO RECEIVE SOD. 10. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATORS AT NO COST TO THE OWNER. IRRIGATION NOTES: 15. EDGING: EDGING SHALL BE 4: P.V.0 COMMERCIAL GRADE EDGING WITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION, UNLESS OTHERWISE NOTED ON THE PLAN. ALL 1, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS ILLUSTRATING MA55 PLANTING BEDS SHALL HAVE EDGING PLACED BETWEEN MULCH AND ANY IRRIGATION PLANS AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE ADJACENT TURF AREAS. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER. 2. VERIFY EXISTING/PROPOSED SYSTEM LOCATION, I6` POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1.5" WIDE STRAP, TYP) — DOUBLE STRAND 14 GA. WIRE- S AT 120° INTERVALS TREE WRAP TO FIRST BRANCH 8'-0" FLAGGING, ONE PER WIRE STEEL STAKE ROOTBALL TO SIT ON SUBGRADE MULCH, 6' SHREDDED HARDWOOD PLANTING SOIL, SEE SPEC SUBGRADE i— 2" X 2' X 24" WOOD ANCHOR STAKE, SET AT ANGLE TOPSOIL OR GROUNDCOVER i--12'� DUOUs TREE LEVEL SITE 2 ) CONIFEROUS TREE I(.' POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1.5' WIDE STRAP, TYP) DOUBLE STRAND 14 GA. WIRE - 3' AT 120" INTERVALS FLAGGING, ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH, 6' SHREDDED HARDWOOD PLANTING SOIL, SEE SPEC SUBGRADE 50D/SEED OR GROU14DCOVER 2' X 2" X 24" WOOD ANCHOR STAKE, SET AT ANGLE TOPSOIL LEVEL SITE NOTE HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP). SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUBS TO SIT ON SUBGRADE MULCH 4' SHREDDED HARDWOOD LANDSCAPE FABRIC, SEE SPEC. 4' P.V.0 EDGING PLANTING SOIL, SEE SPEC. REFER TO PLAN FOR GROUNDCOVER SUBGRADE SHRUBS TO SIT ON SUBGRADE sHRua LEVEL SITE NOTE: TWO (2) ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. 3. UNLESS OTHERWISE NOTED, ALL SOD/SEED AND PLANTING AREAS INDICATED ON THE PLAN SHALL BE 100% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN THE a NOTE TWO (2) ALTERNATE METHODS OFIT IS THE CONTRACTOR'S OPTION TO STAKE TREES, HOWEVER THE PROPERTY LINE AND BACK OF CURB WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. TREE STAKING ARE ILLUSTRATED. CONTRACTOR IS RE5PON515LE FOR MAINTAINING TREES IN A PLUMB CS POSITION THROUGHOUT THE GUARANTEE PERIOD. 4. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBIUTY TO INSURE THAT ALL SODDED/SEEDED 17 IS THE CONTRACTOR'S OPTION TO AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND Ogg, TREES, HOWEVER THE SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. AND ABUTTING BUILDING FOUNDATION. .q;` CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION 5. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION THROUGHOUT THE GUARANTEE PERIOD.SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS as SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING, I6` POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1.5" WIDE STRAP, TYP) — DOUBLE STRAND 14 GA. WIRE- S AT 120° INTERVALS TREE WRAP TO FIRST BRANCH 8'-0" FLAGGING, ONE PER WIRE STEEL STAKE ROOTBALL TO SIT ON SUBGRADE MULCH, 6' SHREDDED HARDWOOD PLANTING SOIL, SEE SPEC SUBGRADE i— 2" X 2' X 24" WOOD ANCHOR STAKE, SET AT ANGLE TOPSOIL OR GROUNDCOVER i--12'� DUOUs TREE LEVEL SITE 2 ) CONIFEROUS TREE I(.' POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1.5' WIDE STRAP, TYP) DOUBLE STRAND 14 GA. WIRE - 3' AT 120" INTERVALS FLAGGING, ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH, 6' SHREDDED HARDWOOD PLANTING SOIL, SEE SPEC SUBGRADE 50D/SEED OR GROU14DCOVER 2' X 2" X 24" WOOD ANCHOR STAKE, SET AT ANGLE TOPSOIL LEVEL SITE NOTE HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP). SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. SHRUBS TO SIT ON SUBGRADE MULCH 4' SHREDDED HARDWOOD LANDSCAPE FABRIC, SEE SPEC. 4' P.V.0 EDGING PLANTING SOIL, SEE SPEC. REFER TO PLAN FOR GROUNDCOVER SUBGRADE SHRUBS TO SIT ON SUBGRADE sHRua LEVEL SITE SOUTH EXTERIOR SIPEDUK 4n A LEVEL I I 4"Wlo' HillIII - '4r D '_ ?F 1"E AJ11 EE'� Pe-, '/'�f F LEITI 1 F, 1724 LEVEL 2 ELI "I'ORII, III -2 , _ a @) EXTERIOR ELEVATION KEY NOTES , , E 1-00% WAI UUM CONTIN 9 an N LJA company 381 Kellogg 81W East Saint Pauli NN 55101 WS 11220644 ,IwAtinuum.com C11-11 SWICKSEN ROID T -------------- ----------- --------------------- SEE ------ --------- S ELEVATION AT MEMORY CARE PATIO 17 (D ..... 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E, SOUTH EXTERIOR SIPEDUK 4n A LEVEL I I 4"Wlo' HillIII - '4r D '_ ?F 1"E AJ11 EE'� Pe-, '/'�f F LEITI 1 F, 1724 LEVEL 2 ELI "I'ORII, III -2 , _ a @) EXTERIOR ELEVATION KEY NOTES , , E 1-00% WAI UUM CONTIN 9 an N LJA company 381 Kellogg 81W East Saint Pauli NN 55101 WS 11220644 ,IwAtinuum.com C11-11 SWICKSEN ROID T LEVEL 3 -------------- ----------- --------------------- SEE ------ --------- S ELEVATION AT MEMORY CARE PATIO 17 ELEVATION AT SERVICE DRIVE AND FRONT ENTRY NOT USED dal FB Al - 'Lp: 15685 A NI,- 0 e R,vivw DE.,ipfi.n '1E_.11'1'91L'IIjR4 08/1!v 016 E 15LE FATI0DAI:E PAI1.111 --------- -------- 4 ADDEF,wm AF,;ENC,;I4 _2 T ED �421 _�T"ELEVATION LEVEL 3 IN FLUOR _ FB '1E_.11'1'91L'IIjR4 FATI0DAI:E PAI1.111 --------- -------- 4 EETA NOT USED T ED �421 _�T"ELEVATION A—ITECTUFFILLI-E—A 1.1EEI_I C IS _14 TL I'l, , 9 �.�T'U USED @ ELEVATION - PORTE COCHERE -1 L-1 1—i L01jLH ELEVATION - PORTE COCHERE MOUND ASSISTED LIVING 1861 Commerce Boulevard Mound, MN 55364 EXTERIOR ELEVATIONS PnS Dare DR;D„2.6 —1803— A40 1) TO: Mound City Council FROM: Sarah Smith, Community Development Director Rita Trapp and Laura Chamberlain, Planning Consultants DATE: June 22, 2016 SUBJECT: Planning Case No. 17-16 Major Subdivision — Concept/Sketch Plan Review for 4873 Shoreline Drive, PID No. 13-117-24-44-0091 REQUEST SUMMARY The applicant, Louis Colson, submitted an application for a sketch plan review for a major subdivision for the property located at 4873 Shoreline Drive to seek input on two concepts for the site. The property, located at the corner of Shoreline Drive and Norwood Lane, is 35,500 square feet or 0.81 acres in size. It is guided Medium Density Residential and zoned R-2 Two - Family Residential. The property currently has a home on the northeast corner that was built in 1915. The subdivision will result in the removal of the existing house. No new roads or utilities are proposed as part of the subdivision. The first concept proposed would have five single- family lots, one which accesses on Shoreline Boulevard and four which access off of Norwood Lane. The second concept would have one single family lot accessing off of Shoreline Boulevard and two twin -homes accessing on Norwood Lane. On June 6, 2017 the Planning Commission reviewed the proposed major subdivision concept/sketch plan. The draft minutes from the meeting are attached for your review. Neighbors of the proposed subdivision were in attendance. Those who spoke expressed their desire for single-family homes and concerns regarding traffic and parking. The Planning Commission discussed both options and noted that the overall density is the same for each and both would require additional land use approvals. Generally the Planning Commission seemed open to either option, though with the densities being the same and the neighborhood input, the single family concept was favored. Planning Commissioners suggested that additional information about the steps needed for each option would be helpful. As a follow-up to the discussion with the Planning Commission, Staff has created the following table to lay out the 4873 Shoreline Drive — Major Subdivision Concept/Sketch Plan Review — June 27, 2017 two options the applicant presented and other potential options that were discussed at the Planning Commission meeting. I Potential I Density I Comprehensive Plan I Zoning Considerations Concept Considerations Five Single Family (SF) Homes Four Twin Units & One Single Family (SF) Home 6.14 u/a (units/acre) 6.14 u/a Requires Camp Plan Amendment from Medium Density Residential (7-12 u/a) to Low Density Residential (1-6 u/a) Comp Plan Amendment Requires: - Application with the City - Public Hearing with Planning Commission - 4/5 approval by the City Council - Submit to Adjacent Government Units, Affected Special District, and Affected School review - Submit to Metropolitan Council for additional 60 day review (not eligible for Administrative Review) - Note: Staff has concerns about how the Council will evaluate a lowering of density from medium density residential to lower density residential As noted in the PC report, the layout of the five single family units would meet minimum lot size requirements for SF Detached in the R-2 district, however, a variance for the side setbacks (from 10 ft to 6 ft) would most likely be required. Variances Require: - Application with the City - Review by Planning Commission - Approval by the City Council As noted in the PC report, the minimum lot size for twin homes is 14,000 sf (7,000 sf per unit); the concept as proposed would require a variance for lot area (13,413 Variances Require: - Application with the City - Review by Planning Commission - Approval by the City Council Twin homes in the R-2 district are conditionally allowed, and require a CUP CUP Requires: - Application with the City - Review by the Planning Commission - Public Hearing and approval by the Citv Council 4873 Shoreline Drive — Major Subdivision Concept/Sketch Plan Review — June 27, 2017 Potential Concept Density Comprehensive Plan Considerations Zoning Considerations In order to fit six twin home units on the property, the application would require a variance for lot area (to around 11,750 -12,000 for each lot). Variances Require: - Application with the City The density meets - Review by Planning requirements of MDR, Commission Six Twin Units 7.36 u/a thus no change to the - Approval by the City Council Comprehensive Plan is required Twin homes in the R-2 district are conditionally allowed, and require a CUP CUP Requires: - Application with the City - Review by the Planning Commission - Public Hearing and approval by the City Council The property would need to Seven or Eight The density meets be rezoned from R-2 to R-3 Townhouse requirements of MDR, Units in 3, 4 or 5 8.59 u/a — thus no change to the Rezoning Requires: unit buildings 9.82 u/a Comprehensive Plan is - Application with the City (depending on required - Public Hearing with Planning layout) Commission - Approval by the City Council 7L. Neighboring property owners were provided notification concept / sketch plan was being included on the Tuesday, agenda for discussion. :1• by letter on June 21, 2017 that the June 27, 2017 City Council meeting MINUTE EXCERPTS MOUND ADVISORYPLANNING COMMISSION JUNE 6, 2017 Chair Penner called the meeting to order at 7:00 pm. ROLL CALL Members present: Chair Cindy Penner, Commissioners Jason Baker, Dean Bussey, David Goode, David Pelka, Jake Saystrom, Jennifer Peterson, Jameson Smieja, and Philip Velsor (7:02). Staff present: Community Development Director Sarah Smith, Consultant Planner Rita Trapp, and Secretary Jill Norlander. Members of the public: Rod Colson, 6440 Pipewood Curve, Excelsior; Gary & Paula Johnson, 1563 Bluebird La; Tom & Nancy Walsh, 5770 Bartlett Blvd; Todd Crandall, 2320 Norwood La; Tim Graff, 2305 Norwood La; Chantelle Jordahl, 1575 Bluebird La; Marlene Graham, 4201 Sunset Dr, Spring Park; Fritz Gullickson, 637 Harmony Cir, Wayzata; Michelle Dean, 5331 Baywood Shores Dr; Marie Jorland, 2313 Norwood La, Debra & Keith Kullberg, 1567 Bluebird La REVIEW OF CONCEPT/SKETCH PLANS 4873 SHORELINE BOULEVARD • 2 concepts for the site • Current house in the ne corner • No roads but it is a major subdivision because there are 5 lots • Concept 1 has 5 single-family homes. • Concept 2 has 1 single-family home and 4 twin homes • Proposed density of the site is the same in each • Guided for medium density in comp plan • Intended to be 7-10 units per acre; proposed 6 units per acre • Two-family is more in keeping with medium density; both could be considered • Twin homes are allowed with CUP approval for the zero lot line configuration • Table of zoning requirements was reviewed • Single-family side yard setbacks would require a variance; twin home lots would require a lot size variance and possibly a side yard variance • Variances are required for each concept; Planned Development Area cannot be used because the parcel is not big enough • No issues with floodplain or wetlands Smieja observed that the area is guided for medium density but, even with the twin home concept there are only five units; the same as with the single-family concept. Planning Commission Minutes June 6, 2017 Trapp stated that the zoning code is historical; it pre -dates staff. The property is guided for medium density and that we'd try to intensify along Shoreline. It is zoned R2 now; in order to intensify it would have to be R3, which is high density in the zoning code. It may be more palatable to increase the density a little to R2 but not all the way to R3. Trapp is more interested in the twin home concept because it diversifies the housing stock. Saystrom restated that in either concept a variance would be required. Trapp agreed. Saystrom said that one of the conditions for variance approval is a practical difficulty not created by applicant. How does that work with new construction? Trapp indicated that staff has questioned how the 6000 square foot requirement for single family and the 7000 square foot requirement for twin home came about. It's hard to understand. Bussey observed that, with the single-family plan, the square footage requirement is met. Tom Pfeiffer (1808 Shorewood Lane) stated that there isn't any new, reasonably priced housing stock in the area. The single-family is 2200 square feet. They prefer to match the neighborhood. The rest of the block is single-family. The neighborhood agrees. To meet new housing stock in the city the density stays the same; single-family or twin home. They prefer the single family option. A new house would replace the grey house on Shoreline Drive. Fritz Gullickson (637 Harmony Circle, Wayzata) said that the new Shoreline house would be set back farther with a turnaround driveway. Pelka wanted to know why there was the push for twin homes. Mr. Gullickson said the neighborhood wants single-family. Trapp clarified that the zoning was established 20 years ago and verified 10 years ago. Staff struggles with putting single family homes in a medium density area. They are not medium density. Pelka thought that the single-family option is one of the more attractive developments not on the lake. Mr. Pfeiffer said that they can put in more units but questioned whether we are achieving what is laid out to achieve? Price per unit would be about the same. Smith said that we should understand, while the density doesn't have to be site specific, we aren't clear that we don't have to amend the comp plan. Medium density does not contemplate single-family. We might have to go to a lower density; a rezoning would be easier than a re -guiding. Smith asked if the applicant has looked at a different design plan to increase the density. Mr. Pfeiffer said that there is interest in a higher density product but usually in a bigger site. -1808- Planning Commission Minutes June 6, 2017 Pelka restated that there is a real shortage of new, off -lake housing in a reasonable price range. Gullickson thought that people would rather have 12 feet between you and your neighbor than a common wall. Todd Crandall, 2320 Norwood, likes the single family concept. There are not enough in Mound. It would increase property values and keep the neighborhood quiet. Marie Jorland, 2313 Norwood, is concerned because the street is very narrow. She has to be very careful backing out of the driveway when there are cars parked there. Single-family vs. twin homes is not the issue for her. Gullickson responded that, after hearing Ms. Jorland's concerns, they pushed the homes 10 feet farther back from the street to increase the driveway length. Velsor builds in Minnetrista and sold the townhomes faster than the single-family. The town homes were in the low $300s and the single-family were in the upper $300s. Smieja prefers the single-family, but it is more semantics. There will be an interesting discussion on density when the commission discusses the comprehensive plan. Penner confirmed that the single-family homes had approximately 2200 square feet at a price of $400,000-450,000 and the twin homes had approximately 1800 square feet at a price of $350,000-375,000. Baker agreed with Smieja; both plans had the same comp plan problem unless you go to 6 units. Smith responded that either plan needs to be re -guided. There may be a little more flexibility with the twin home option. We have a responsibility to provide life cycle, diverse, or affordable housing, affordable housing, and diverse housing. If this goes lower density we'll probably have to re -guide it. Staff would like to see 6 units. Whatever plan comes forward is a project and still goes to the Planning Commission and the Council. Pelka thought that it was great that someone local is doing the project, it adds something that Mound needs, and the project was off to a great start. :1• WUNTI-011cil.�. TO: Planning Commission FROM: Sarah Smith, Community Development Director Rita Trapp and Laura Chamberlain, Planning Consultants DATE: June 1, 2017 PLANNING CASE: SUBJECT: APPLICANT: LOCATION: PID NUMBER: MEETING DATE: COMPREHENSIVE PLAN: ZONING: No. 17-16 Major Subdivision —Concept/Sketch Plan Review Louis Colson 4873 Shoreline Drive 13-117-24-44-0091 June 6, 2017 Low Density Residential R-2 Single -Family Residential SUMMARY On May 19, 2017 the applicant, Louis Colson, submitted an application for a concept/sketch plan review for a major subdivision for the property located at 4873 Shoreline Drive. The owner, Wayne Ehlebracht, also signed the application. The applicant has proposed two concepts for the site and is asking the Planning Commission for input. The property, located at the corner of Shoreline Drive and Norwood Lane, is 35,500 square feet or 0.81 acres in size. The property currently has a home on the northeast corner that was built in 1915. The subdivision will result in the removal of the existing house. No new roads or utilities are proposed as part of the subdivision. The first concept proposed would have five single-family lots, one which accesses on Shoreline Boulevard and four which access off of Norwood Lane. The second concept would have one single family lot accessing off of Shoreline Boulevard and two twin -homes accessing on Norwood Lane. Examples of the types of homes proposed are provided in the applicant materials attached. Whenever a subdivision of land is proposed, the subdividing owner, or authorized agent, shall apply and secure approval from the City of Mound in accordance with the procedures set forth in City Code Chapter 121. The submittal of a sketch plan is the first step in the major subdivision process. It involves an informal review by Staff to outline various planning -related issues associated with a pending project and the identification of items that will need to be addressed in subsequent submittals. Review by the Planning Commission and City Council is optional and not required by the City Code but is recommended and encouraged. To assist in the discussion, the Planning Report will address aspects of the subdivision process. Staff notes that the following comments are offered for general discussion purposes and that additional items may be identified during the formal review of subsequent application materials submitted. NOTIFICATION Neighboring property owners per Hennepin County tax records, were sent written notice on May 31, 2017 to inform them of the concept/sketch plan request and that it was being included on the June 6, 2017 Planning Commission meeting agenda for review. ►< o Comprehensive Plan. The City's Comprehensive Plan guides this area for Medium Density Residential, which allows for development at densities at 7 to 12 units an acre. Typical housing stock anticipated includes multi -unit townhomes, four-plexes, and smaller scale apartment and assisted living facilities. These areas are intended to be located on collector and arterial streets. The two proposed concepts both have S units and a density of 6 units an acre. While this does not meet the guidance for this particular property, it is important to remember that density is computed area wide as opposed to an individual site. Staff would suggest that the proposed concept with twin homes and a single-family home more closely fits with the medium density residential designation on this site. As with many communities, the City of Mound has more zoning districts than land use categories in the Comprehensive Plan. This is due to the general nature of the Comprehensive Plan versus the specific guidance intended to be provided through zoning. In 2012, the City of Mound established with the Metropolitan Council which zoning districts were consistent with what land use categories. The Medium Density Residential land use category was deemed to be consistent with R -1A, R-2, R-3 and R-3 PDA. Zoning. The subject property is located in the R-2 (Single and Two Family Residential) zoning district. Allowable uses in the R-2 district include single-family detached and two-family residences. Twin homes are allowed with a conditional use permit. The following are the definitions of two-family residences and twin homes according to City Code Section 129-2: Dwelling, twin home, means a building designed exclusively for or occupied exclusively by no more than two families living independently of each other with each unit located on a separate, single parcel of record, with the party wall separating the units acting as a dividing line. Dwelling, two family, means a building designed exclusively for or occupied exclusively by no more than two families living independently of each other with both units located on a single parcel of record. The following table summarizes the minimum site area and setback requirements for the R-2 district by type of use. Lot Area 6,000 sq. ft. 6,340-8,316 sq. ft 7,000 sq. ft. 6,666-6,706 sq. ft Lot Frontage/Width 40 ft. 47-58 ft. 40 ft. 47-56 ft. Lot Depth 80 ft. 100+ ft. None 130+ Front Yard Setback 20 ft. 30+ ft. 20 ft. 20 ft. Side Yard Setback 10 ft. 6 ft. 6 ft. Lot line, 20-30 ft. Rear Yard Setback 15 ft. TBD 15 ft. 40+ Imperviousness 30% Max 30% 30% Max 30% As shown in the table, variances will likely be needed for either concept. For the concept with single-family homes, a side yard setback variance will be needed to allow six foot instead of 10 foot side yard setbacks. For the concept with twin homes, a variance to minimum lot sizes would be needed as the R-2 district requires 7,000 square feet; also side setback variance. Staff feels that a lower minimum lot size could be explored given that the lot sizes for the twin homes on the opposite side of Norwood are generally under 6,000 square feet. That property was developed as a PUD since it was over the minimum PUD size of 1 acre. A PUD is not an option for this property as it is under 1 acre in size. Floodplain. Based on preliminary review of aerial information and Figure 2.3 (Floodplain) in the 2030 Comprehensive Plan, there does not appear to be floodplain on the subject property. Per code, all new structures must meet or exceed the Regulatory Flood Protection Elevation or be three feet above the OHWH of wetland, as applicable. Wetlands. Based on preliminary review of aerial information and Figure 2.4 (Wetlands) from the 2030 Mound Comprehensive Plan, there does not appear to be wetlands on the subject property. INFRASTRUCTURE Storm Water. Stormwater permitting is under the jurisdiction of the Minnehaha Creek Watershed District (MCWD) following regulatory authority turn back to the District by the Mound City Council which took place in August, 2011. -1812- Utilities. The subdivision as proposed would not require the installation of new roadways or municipal utilities. The applicant is advised that he will be responsible the following charges and fees: 1) Metropolitan Council Environmental Services (MCES) Sewer Area Charge (SAC). The 2017 MCES fee for a SAC unit is $2,485.00. The MCES charge would be collected at the time of building permit issuance for the newly created lots. 2) City Water/Sewer Trunk Fees. The 2017 trunk water fee is $2,000.00 per lot and the 2017 trunk sewer charge is $2,000.00 per lot. Payment of trunk water and trunk sewer charges for one additional lot will be collected prior to release of the resolution. 3) City Water/Sewer Connection Charges. The 2017 sewer connection fee is $240.00 per lot and the 2017 water connection fee is $240.00 per lot. Payment of these fees for one additional lot will be collected at the time of building permit issuance and shall be the amounts in effect at that time. Park Land Dedication. Dedication of park land and/or payment of fees in lieu of land dedication is required by Sec. 121-121 of the City Code. If a future subdivision is approved, Staff recommends the submittal of a cash payment in lieu of park dedication. For major subdivisions, the current park dedication fee is 10 percent of the current land value per Hennepin County tax information for land. Payment of park dedication will be collected prior to release of the final plat. DISCUSSION 1) Per information from the applicant's development representative, it is Staff's understanding that Hennepin County has indicated that there are no issues with the existing access on CSAH 15/Shoreline Boulevard related to a possible subdivision. Members are advised that this information has not been confirmed, as of the writing of the report, and copies of the concept/sketch plans were not forwarded to Hennepin County for informal review. 2) Applicant is advised that the code requires public hearings by held by both the Planning Commission and the City Council for major subdivisions -preliminary plat applications. -1813- 2u15Wilshire Boulevard, Mound, KN 55364 Phone 952-472-0600 FAX 952-472-0620 Planning Commission Date City Council Date Major Subdivision Information -1814- (1/14/2016) Page of FEES MUST BESUBMITTED WITH APPLICATION. CHECK TYPE OF APPLICATION FEE X SKETCH PLAN REVIEW $200* PRELIMINARY PLAT $350+$15 per lot * FINAL PLAT $356+s15 per lot - CONDITIONAL USE PERMIT/ PDA $350 ESCROW DEPOSIT $5,000 VARIANCE $200 TOTAL $ °CALL THE MOUND PLANNING DEPARTMENT TOCONFIRM CURRENT FEES. PLEASE PRINT ORTYPE. / PROPERTY Subject Address INFO Name of Proposed Plat J EXISTING Lot Block Subdivision LEGAL C� DESCRIPTION PID# Zoning: RI RIA(��Bl B2 B3 (Circle one) APPLICANT The applicant is: ownerV— other Email Address S:7 44AA-)-VL)zLt-J EL&2 Phone Work Fax Name Email OWNER (if other than Address applicant) Phone Home Work Fax SURVEYOR/ f Address— ENGINEER Phone Home'76 4;-Ala,30 work Fax Major Subdivision Information -1814- (1/14/2016) Page of Description of Proposed Use: EFFECTS OF THE PROPOSED USE: List impacts the proposed use will have on property in the vicinity, including, but not limited to traffic, noise, light, smoke/odor, parking, and describe the steps taken to mitigate or eliminate the impacts. If applicable, a development schedule shall be attached to this application providing reasonable guarantees for the completion of the proposed development. Estimated Development Cost of the Project: $ RESIDENTIAL DEVELOPMENTS: Number of Structures: Lot Area Per Dwelling Unit: J sq. ft. Number of Dwelling Units/Structure: Total Lot Area: 3 sq. ft. Has an application ever been made for zoning, variance, conditional use permit, or other zoning procedure for this property? ems, ( ) no. if yes, list date(s) of application, action taken, resolution number(s) and provide copies of resolutions. Application must be signed by all owners of the subject property, or explanation given why this is not the case. I certify that all of the statements above and statements contained in any required papers or plans to be submitted herewith are true and accurate. I acknowledge that I have read all of the information provided (including Section 121 of the Mound City Ordinance) and that I am responsible for all costs incurred by the City related to the processing of this application. 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'° PH c1 No Woodworking Project Is Impossible Nth The Dly Smart Saw iy=https://www.housepians.com/pl anII 919 -sq uare-feet-3-bedrooms-2-5-bathroom-northwest-house-plans- (http://www.facebook.com/sharer php?u=https://Www.houseplans.com/plan/1919-square-feet-3-bedrooms-2- �31915&t=) 0 (http://twitteroom/share?url=https)/www.houseplans.00m/plan/1919-square-feet-3- ans-2-garage-31915&text=House Plan 48-368&via=housepiansllc) ttpsJ/www.houseplans.com/plan/l919-square-feet-3-bed rooms -2 -5 -bathroom -north west -house -plans -2- olans.com%2Fproduct %2Fltptp6556ip4dpckud7651 Idab%2Fw560x373.jpg%3Fv%3D12&description=House are?ud=https://www.houseplans.00m/plan/l919-square-feet-3-bedrooms-2-5-bathroom-northwest-house- Select pian Set Options What's included? 5 Copy Set $1200.00 Select Foundation Options Crawlspace $0.00 Optional Add -Ons SUBTOTAL $1200.00 Best Price Guaranteed' c KEY SPECS -1820- Floor Pian -Main Floor Plan ADD TO CART (�J � � -tom- nk NiIp. ! V..., 4i.i1(, EU s op t a n, S. C o,I t i-1�n L Or order by phone: 1-800.913-2350 (te!:1- 1945 sq/ft 3 Bedrooms 2.5 Baths 2 Floors 2 Garage 800-913-2350) Have a Question? (https://www.houseplans.cdm/contact?planNumber=48-368) How much will this cost to build? This plan can be custornized! MODIFY THIS PLAN (1PLAN/MOt'3Yt )your desired changes so we can prepare an This report will provide you cost estimates estimate for the design service. Click the button to submit your based on location and building materials. request for pricing, or call 1-800-913-2350 (tela -800-913- 2350) for assistance. GET COST -TO -BUILD REPORT (/PLAN/COST-TO-BUILD/31 -1820- Floor Pian -Main Floor Plan NiIp. ! V..., 4i.i1(, EU s op t a n, S. C o,I t i-1�n !CI sq .:.€F_ -feet- bi,,rroC me r_-5-bathrc ,:1 '. c ,v,e„� Ctt, _c� plan- 2 p.� g 31r.II X19 :ji C,{e 1 ) Reverse LM.NG x *100 DINING U",4 X- *Q;�t UZ 0.cz to CA 40 t -1 1 4 tASTER N* 4 LMNG x *fo MASTER DINING 110 art ai Ix rk 46 ALFw ° s - 014111M 412(,1117; b:44 PfA, page 2 ("', 41, HOUSP-PLANS Questions about this plan? Visit Houseplans; today or call 1-800-913-2350 (tel:1 -SM-91 3-2360) You can view this plan at houseplans.com/p/48-368 1945 3beds 250baths 30' wide 63' deep House Features Split Bedrooms Main Floor Master Bedroom Walk In Closet 2 Master Suites Upstairs Master Bedrooms Teen Suite Jack Jill Bath Kitchen Island Peninsula Eating Bar Walk In Pantry Cabinet Pantry Breakfast Nook Storage Area Den Office Study Computer Covered Front Porch Suited For Comer Lot Storage Area Den Office Study Computer Styles Classifications Craftsman Main Floor Upper Floor Width Height Depth $1200,00 $2430.00 $1415.00 +$325.00 +$0.00 +$160.00 +$100.00 +$40.00 1314 sq/ft 631 sq/ft 30, 30' 63' -1821- 4 Ln j, 7, E 4- 2415 Wilshire Boulevard Mound, MN 55364 (952) 472-0604 MEMORANDUM To: Honorable Mayor and City Council From: Sarah Smith, Community Development Director Date: June 22, 2017 Re: June 27, 2017 City Council Meeting - Review/Discussion of Short Term /Vacation Home Rental Use Overview. During the public comment portion of the June 13th City Council meeting, a resident requested the City Council consider new regulations for short -term rental or vacation homes due to neighborhood conflicts including noise, traffic, parking, etc. Information/Discussion. « Short term house rental use appears to have increased in recent years as the use of AirBnB and VRBO has become more common. « As the Council may be aware, the need for regulation has been discussed by several communities and short term vacation home rental has also been a topic of television and newspaper articles in recent months. « Mound does not have rental regulations in the City Code. Both owner occupied and renter occupied homes are subject to both the State Building Code and International Property Maintenance Code. • Lake Minnetonka is a wonderful recreational amenity in the Twin Cities region which makes Mound, and other Lake Minnetonka communities, a popular destination for short-term rental and vacation home uses. « The MN Department of Health includes licensing requirements for certain types of hotels/motels, bed and breakfast and similar overnight lodging facilities (i.e., resorts, etc.) « Staff was provided a copy of the report prepared on short term rentals that was reviewed by the City of Orono in 2016. A public hearing was held for review proposed ordinance to require a business license however the Council tabled the proposed text amendment. -1822- If the City Council determines there is a need for regulation of short term rental /vacation homes, there are a number of options that could be considered including amendments to the City's zoning ordinance to include regulations making short-term vacation home rental a conditional use or adopting amendments to City Code Chapter 38 to include licensing requirements and a review process. Recommendation. Staff recommends Council direct Staff to conduct a planning study regarding short term / vacation rental homes to be brought back to an upcoming meeting in August/September, or sooner, if possible, especially due to upcoming 2018 Superbowl being held in Minneapolis next February. Staff also recommends that a public process be included as part of the planning study so that input can be provided on the issue. Page 2 -1823- Date Weather Cust 17 Cust 16 Variance 2017 2016 Difference +/- 5/1/2017 Rain all day 268 268 5196.22 5196.22 5/2/2017 sun hi 50s 263 305 -42 5731.23 5964.29 -233.06 5/3/2017 pt sun 60 281 314 -33 5405.71 6474.63 -1068.92 5/4/2017 sun 65 331 239 92 7501.43 4476.48 3024.95 5/5/2017 sun 70 706 390 316 18868.44 8330.47 10537.97 5/6/2017 sun hi 60s 670 691 -21 17809.66 17104.32 705.34 5/7/2017 700 -700 17403.92 -17403.92 5/8/2017 pt sun wnd 60 307 307 6356 6356 5/9/2017 sun 71 331 261 70 6908.74 5151.69 1757.05 5/10/2017 sun mid 60s 314 289 25 6273.81 6012.63 261.18 5/11/2017 sun 70 346 232 114 7699.81 4742.09 2957.72 5/12/2017 sun 73 665 334 331 17471.16 7705.97 9765.19 5/13/2017 sun hi 70s 798 552 246 21583.47 14491.65 7091.82 5/14/2017 598 -598 15065.24 -15065.24 5/15/2017 72 sun/rain 298 298 5691.72 5691.72 5/16/2017 Damp 75 335 312 23 6799.13 5286.94 1512.19 5/17/2017 Rain all day 294 335 -41 6271.14 6624.43 -353.29 5/18/2017 Rain all day 317 345 -28 7542.5 7162.13 380.37 5/19/2017 ovrest/rain 586 336 250 14770.4 6971.7 7798.7 5/20/2017 Rain all day 533 664 -131 15864.39 16891.08 -1026.69 5/21/2017 738 -738 20515.04 -20515.04 5/22/2017 Sun 60 310 310 6520.22 6520.22 5/23/2017 pt sun 60 288 304 -16 6155.76 5453.8 701.96 5/24/2017 Sun 65 323 326 -3 6828.55 6652.27 176.28 5/25/2017 PT SUN 64 374 319 55 10336.82 7297.76 3039.06 5/26/2017 sun 80 709 370 339 20599.23 9695.33 10903.9 5/27/2017 pt sun 75 774 617 157 22855.73 16420.89 6434.84 5/28/2017 680 -680 20153.62 -20153.62 5/29/2017 cldy 60 283 283 5890.4 5890.4 5/30/2017 pt sun 62 282 406 -124 5699.15 9215.06 -3515.91 5/31/2017 sun 73 318 322 -4 6748.49 7250.61 -502.12 TOTALS 11304 10979 325 275379.3 258514 16865.3 PARKS AND OPEN SPACE COMMISSION MEETING MINUTES MAY 11, 2017 The Mound Parks and Open Spaces Commission met on Thursday, May 11, 2017, at 7:00 p.m. in the council chambers of the Centennial Building. Present: Chair Travis Mills, Commissioners Jody Smith, Linda Cordie, and Shawn Seiler, and Council Representative Jeff Bergquist Absent: none Others Present: City Manager and Director of Public Works Eric Hoversten, Administrative Assistant Mary Mackres, and Parks Dept Lead Worker Gavin Ball Public Present: Jan Ptacek, and Sam Janicki 1. Call to Order The meeting was called to order at 7:01 p.m. 2. Roll Call 3. Approval of Agenda MOTION by Mills, seconded by Seiler, to approve the agenda. All voted in favor. Motion carried. 4. Approval of Minutes: April 13, 2017 regular meeting MOTION by Bergquist, seconded by Mills, to approve the minutes from April 13, 2017 regular meeting. Bergquist, Mills, Smith, and Seiler voted in favor, Cordie abstained. Motion carried. S. Comments and Suggestions from Citizens Present: Jan Ptacek, 6136 Evergreen, across from Sorbo Park. Ptacek inquired whether or not there would be work done at Sorbo Park. Ptacek commented on items that could use improvement at the park. Ptacek would like a sign by the park letting people know that people are not to let their dogs off -leash. Mills asked Ptacek what she and the neighbors envision for Sorbo Park improvements. Ptacek said that the playground equipment needs to be upgraded. Hoversten said that there should be a sign at all the parks that says no dogs allowed. Staff and Commission are looking into areas suitable to be used as dog parks. Hoversten says that play structures are a challenge. There are currently three timber -framed playsets that would need to be upgraded before the one at Sorbo park. Smith asked if the Parks Dept guys would notice things amiss at the play structures in the parks. Ball says that they do a visual inspection roughly every other month. If Ball notices tangled -up swings, he will take care of those. -1825- Mound POSC Meeting Minutes May 11, 2017 Sam Janicki, 4722 Gordon Road, lives across the street from Doone Park. Janicki understands that Doone Park will be the staging area for the upcoming road construction and wanted to hear the ideas for how the park will be fixed after that. Hoversten says the park will be restored next spring or early summer. Restoration from the project funding can be used mainly for turf and level issues. Any amenities in the park would have to be paid for by the City. Janicki feels this park could accommodate a dog park in the wooded area and open areas could still be used for pick-up ball games. Janicki is also interested in a community garden. 6. Discuss Adopt A Green Space Progress Mills asked if brochures had been dropped off at Mound True Value. Cordie dropped off brochures there, but not at Johnny's as they were not open yet. Mackres will arrange for someone from City Hall to get brochures to Johnny's. Hoversten informed the Commission that someone has put a screening partition around the Biff at Centerview beach, which is a nice enhancement. Mackres sent discount cards out to the current Adopt A Green Space participants. Cordie inquired how many parks have been adopted. Mackres said that 11 have been adopted by residents. There are many more opportunities for others to participate in the program. Cordie requested more Adopt A Green Space brochures for the Garden Guild's plant swap on May 20. 7. Parks Tours Reports Hoversten shared photos of the parks throughout Mound. Three Points - Seiler suggested that there be signs at the apple trees informing people of what the City is doing with the edible gardens. _ Hoversten says raspberries will be the next thing that will be planted on the far hill by Three Points Blvd. Mills suggested a hybrid tennis/basketball/pickle ball court, perhaps getting money from the youth sports grant. Ball mentioned that new swings will be going into this park. Crescent Park - Natural shoreline growth has been planted here. Mills mentioned there are two trees in this park that look dead. Ball says they will be replaced. Canary Park - This park is a low wetland area. Canary Beach - This is a sandy trail that widens to a sandy beach. There is a swimming area here in the summer. Seiler thought this might be a great spot for a canoe rack for residents to rent. Hoversten has passed along the information regarding non -motorized boat racks to the Docks and Commons Commission for consideration. Weiland Park - Hoversten says the City should put in more "formalized" trash cans in this park. Smith asked about recycling at the parks. Hoversten says that this was tried at Surfside MOM Mound POSC Meeting Minutes May 11, 2017 Park and people just couldn't seem to put the correct things in the appropriate bins. Mills commented about putting more shade trees in the park. Hoversten says it will take some time before the trees will provide shade. Grandview Landing - This is a boat launch on Dutch Lake and is just a mud and gravel landing. Philbrook Park - Sign needs to be replaced. Hoversten says this has become a sports complex as the soccer association practices here and there is also a baseball field. Cordie suggested the City put more benches and trash cans at this park. Hoversten says that most people who come for the games bring their own chairs and that this allows the fields to be re -oriented in the space to prevent overuse issues with the turf. Smith inquired about a splash pad at this park. Hoversten says there are many questions and challenges about how and where this could be done. Emerald boat landing -This is a boat launch on Dutch Lake. Hoversten suggests the City puts a dock here as the privately owned dock that is widely used by the public is in disrepair and will may at some point be taken out. Alwin Park - Sign needs to be replaced and dead trees replaced. Sorbo Park - Mills asked about the quality of the play structure at this park. Ball says there are no state standards for inspecting play structures. Smith says there was a picnic table in the wooded area; Ball says that kids pull it in the woods all the time. Bluffs Beach - Hoversten said that if the City wants to keep this as a beach, it will be a challenge due to the sustainability of the beach itself. Hoversten says the City can't get sand to the beach in an effective way. Cordie inquired about putting a shoreline restoration project here. Hoversten says that is a good idea and there may be grant money available for this. Hoversten says there would need to be community outreach prior to changing the use of this beach. Highland Park - Many shade trees are planted here; however, they may not provide shade for another 20 years. Smith noted that many people use this park as an off -leash dog park. Bergquist asked about the possibility of putting a dog park here. Hoversten says this is a possibility as the west edge of the area is surrounded by streets, creating a buffer. Highland End Park - Hoversten shared pictures of the shoreline buffer strip. This is an open space used as a winter activities park. No real amenities at this park. Surfside Park - Hoversten recommends the Commission start off with a master plan of what they would want done with the park. Cordie was concerned with the boat launch area. Hoversten says there needs to be a formal separation between the boat launch area and the rest of the park. Mound POSC Meeting Minutes May 11, 2017 Cost lake Park - Hoversten says this park is marginally maintainable. It remains very wet and muddy. POSC needs to work with the Docks Commission on how to preserve access to these few docks. Veterans Park - Hoversten stated that if the City is going to do anything with this park that has to do with its name, it must be a very public process. Andrews Sisters' Trail - Hoversten shared pictures of this trail. Veterans Plaza - Hoversten suggested a living tree in the center of this circle to be used as the holiday tree. This would need to be run through the Council. Belmont Park- Mills surveyed this park and said it was a nice park with a lot of open space. Shade trees would be great here. Centerview Beach - Hoversten says the water quality here is better than any of the other beaches. There is also a boat launch here. There is a shoreline restoration here by the fishing pier which is in partnership with Minnehaha Creek Watershed District. Seiler mentioned that this area might be a great place to have a kayak rack site. Hoversten says that the Harbor District Transient Docks area would also be a good place for a floating paddleboard/kayakjcanoe launch affixed to the end or edge of one of the transient docks. These types of improvements are great suggestions to take forward to the Docks Commission for their adoption and action. Avon Park - Hoversten says this park will have some heavy turf restoration as part of the water project. Carlson Park - Water access will be improved here, both for summer and winter. This will be the site of a shoreline restoration project and some substantial stormwater system improvements targeting the water quality in this area of Seton Lake. Seton Park - This park is well used by its local neighbors. Avalon Park - Access to the multi -slip docks. Hoversten says there could be an opportunity here for garden plots. This is an ATV and truck access to the lake during the winter. Scherven Park - Adaptive swing set is here. Ball said it is well used by the neighborhood. There is beach access in summer and lake access in winter. Doone Park- Hoversten shared pictures. Dundee Park - Wooden play structure here that needs to be monitored for wear and tear. Bergquist says some of the timbers are starting to rot out. Chester Park - Has a wood play structure that needs to be monitored. Turf areas are maintained by Al and Alma's. Mound POSC Meeting Minutes May 11, 2017 Swenson Park - Hoversten will bring a budget amendment in front of the Council to address the City's contribution to redoing the tennis court. Contractor will still be using this as a staging area until next spring. MOTION by Mills, seconded by Cordie to extend the meeting until 9:30 pm. No commissioner voted in favor. Motion did not pass. Wychwood - This is just a beach. Additional sand will be trucked in to improve conditions here. Tyrone Park - Bergquist noted that the ball field here gets used in the summer. Zero Gravity Skate Park - Hoversten looking into putting in asphalt at the access which is now all mud. 8. Reports City Council Representative Nothing to report Commissioner Comments - None 9. Adiourn MOTION by Mills, seconded by Bergquist, to adjourn at 9:00 p.m. All voted in favor. Motion carried. Submitted by: Mary Mackres i1 '4 9 WeCAN Western Communities Action Network, Inc. June 7, 2017 Greetings Eric, JUN,_J 201? Western Communities Action Network (WeCAN) invites the City of Mound to be our partner as we assist individuals, children, and families living in the western communities of Hennepin County and who are facing an immediate—and often unexpected—economic crisis. WeCAN serves clients who are living at or below 200% of the federal poverty guidelines ($48,500 for a family of four). We provide a critical "safety net." It takes very little for low- income individuals and families to encounter a crisis—a layoff, a family member with a sudden illness, or an unexpected expense for anyone with a tight budget. Our services include: Emergency Assistance (keep the lights on) WeCAN's Emergency Assistance program provides financial assistance to individuals and families facing an immediate housing crisis. Food Programs (keep food on the table) WeCAN has two food programs to assist people who have barriers to shopping and cooking. The Mobile Market brings food to people who lack transportation. WeCAN's Meals on Wheels program offers nutritious food and friendly visits for seniors and adults with disabilities. Family Support (keep the family together) WeCAN's programs are designed to help stretch the budget of struggling families. Some services include Ready -to -Learn school supplies, warm winter coats and gear, Adopt -a - Family holiday gifts, children's birthday shelf, pet food, personal care, and household cleaning products. Employment Program (offer a path to self-sufficiency) WeCAN works one-on-one with individuals through the process of getting a job, including creating or updating a resume, building interview skills, and assisting in searching and applying for positions. -1830- By offering one-on-one support and innovative, responsive programming, we strive to create a positive environment to allow our clients to live with the dignity they deserve. WeCAN is the only comprehensive community support organization in the 12 cities of our service area (Mound, Minnetrista, Rockford, Spring Park, St. Bonifacius, Tonka Bay, Minnetonka Beach, Navarre, Loretto, Maple Plain, Independence and Greenfield). As a city administrator, I know you seek to meet the needs of all residents of your community, including those who are struggling. Without the services WeCAN provides, the needs of these residents would not be met. Please consider making WeCAN a line item in your 2018 budget in order for WeCAN to continue providing vital services in our community. I am happy to provide you with a contract for service in order for you to make a contribution to our organization. We are grateful for your consideration to make WeCAN a part of your city budget and would be happy to provide you with any additional information about the needs in our community and WeCAN's service offerings. With many thanks, Christie Larsdi Executive Director executivedirector@wecammn.org Phone: (952) 472-0742 Fax: (952) 472-5589 5213 Shoreline Drive, Mound, MN 55364 www.wecammn.or1 can't find the words to express my gratitude and appreciation for your love and generosity! My family has endured so much this year. I don't know where my life or family would be if it wasn't for WeCAN." -1831