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CC PACKET 12102019
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CC PACKET 12102019
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12/11/2019 9:06:43 AM
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12/5/2019 3:55:49 PM
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MINNEAPOLIS & SAULT STE. MARIE RAILROAD <br />PROPOSED PHASE 1 <br />RESIDENTIAL <br />258 UNITS <br />P1 FFE: 962.00 <br />PROPOSED PHASE 2 <br />RESIDENTIAL <br />238 UNITS <br />P1 FFE: 962.00 <br />RELOCATED SANITARY MAIN <br />PROTECT EXISTING HYDRANT <br />PROPOSED HYDRANT <br />PROTECT EXISTING HYDRANT <br />PROPOSED STORM SEWER, <br />SEE GRADING AND DRAINAGE PLAN <br />PROPOSED STORM SEWER, <br />SEE GRADING AND DRAINAGE PLAN <br />PROPOSED STORM SEWER, <br />SEE GRADING AND DRAINAGE PLAN <br />CONNECT TO EXISTING SANITARY MH <br />CONNECT TO EXISTING SANITARY WITH MH <br />CONNECT TO EXISTING <br />WATERMAIN WITH VALVE DDDD8" BLDG. SERVICE STUB & FDC LOCATION <br />CONNECT TO EXISTING <br />WATER WITH 45° BEND <br />CONNECT TO EXISTING <br />WATER WITH VALVE <br />8" BLDG SERVICE STUB <br />45° BEND <br />CONNECT TO EXISTING WATER <br /> WITH TEE AND VALVE <br />CONNECT TO <br />EXISTING WATER <br />WITH TEE & VALVE <br />45° BEND <br />TEE <br />HYDRANT AND GATE <br />VALVE ASSEMBLY <br />11.25° BEND <br />11.25° BEND <br />TEE <br />8" BUILDING <br />SERVICE STUB & <br />FDC LOCATION <br />8" WATERMAIN <br />8" WATERMAIN <br />6" HYDRANT LEAD <br />8" WATERMAIN <br />8" WATERMAIN <br />8" WATERMAIN <br />TEE AND VALVE <br />8" WATERMAIN <br />CONNECT TO EXISTING SANITARY MH <br />DD <br />EX SAN-100 <br />RE:962.86 <br />IE:948.10 S <br />EX SAN-302 <br />RE:962.59 <br />IE:947.85 N <br />SAN-101 <br />RE:962.31 <br />IE:949.45 SW <br />IE:949.35 N <br />SAN-202 <br />RE:962.27 <br />IE:953.36 SW <br />IE:953.46 E <br />IE:953.36 N <br />SAN-106 <br />IE:954.00 N <br />SAN-206 <br />IE:953.84 W <br />SAN-207 <br />IE:954.00 NW <br />SAN-303 <br />IE:955.00 N <br />SAN-105 <br />IE:954.00 N <br />SAN-104 <br />IE:954.00 E <br />SAN-301 <br />RE:961.76 <br />IE:947.60 S <br />IE:947.60 W <br />SAN-200 <br />RE:961.70 <br />IE:953.37 SE <br />IE:948.00 W <br />IE:947.77 N <br />SAN-201 <br />RE:961.66 <br />IE:951.40 S <br />IE:951.40 E <br />SAN-205 <br />IE:955.60 W <br />SAN-203 <br />RE:961.44 <br />IE:954.14 S <br />IE:954.14 NE <br />SAN-102 <br />RE:961.42 <br />IE:950.38 W <br />IE:953.49 S <br />IE:950.28 NE <br />SAN-204 <br />RE:960.69 <br />IE:955.50 E <br />IE:955.50 N <br />SAN-300 <br />RE:960.56 <br />IE:947.26 E <br />IE:954.78 S <br />IE:947.07 NW <br />SAN-103 <br />RE:960.58 <br />IE:952.64 S <br />IE:952.64 W <br />IE:952.54 E <br />186 LF - 8" PVC <br />@ 1.16% <br />72 LF - 8" PVC <br />@ 1.16% <br />108 LF - 8" PVC <br />@ 1.16% <br />25 LF - 8" PVC <br />@ 2.00% <br />31 LF - 8" PVC <br />@ 2.00% <br />62 LF - 8" PVC <br />@ 0.40% <br />86 LF - 8" PVC <br />@ 0.40% <br />11 LF - 8" PVC <br />@ 2.00% <br />118 LF - 8" PVC <br />@ 1.16% <br />74 LF - 8" PVC <br />@ 1.83% <br />10 LF - 8" PVC <br />@ 1.00% <br />136 LF - 8" PVC <br />@ 1.00% <br />78 LF - 8" PVC <br />@ 1.00% <br />196 LF - 8" PVC <br />@ 1.00% <br />340 LF - 8" PVC <br />@ 1.00% <br />19 LF - 8" PVC <br />@ 2.00% <br />TEE <br />TEE & VALVE <br />8" BLDG SERVICE STUB <br />45° BEND <br />45° BEND <br />45° BEND <br />CONNECT TO EXISTING <br /> WATERMAIN WITH VALVE <br />8" WATERMAIN <br />45° BEND <br />8" WATERMAIN <br />8" WATERMAIN <br />HYDRANT AND GATE <br />VALVE ASSEMBLY <br />6" HYDRANT LEAD <br />HYDRANT AND GATE <br />VALVE ASSEMBLY <br />90° BEND <br />8" WATERMAIN <br />6" HYDRANT LEAD <br />TEE <br />6" HYDRANT LEAD <br />6" BLDG SERVICE STUB <br />HYDRANT AND GATE <br />VALVE ASSEMBLY <br />UTILITY CROSSING <br />B/SAN: 954.23 <br />T/STORM: 951.65 <br />CLEARANCE: 2.65' <br />UTILITY CROSSING <br />B/STORM: 953.43 <br />T/SAN: 951.82 <br />CLEARANCE: 1.62' <br />UTILITY CROSSING <br />B/STORM: 957.36 <br />T/SAN: 952.98 <br />CLEARANCE: 4.38' <br />UTILITY CROSSING <br />B/STORM (12"): 955.32 <br />T/STORM (24"): 949.99 <br />CLEARANCE: 4.58' <br />CONNECT TO EXISTING <br />WATERMAIN WITH VALVE <br />This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.K:\TWC_LDEV\DORAN COMPANIES\Silver Lake Wal-mart - St. Anthony Apartments\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg November 04, 2019 - 5:03pmENGINEER: <br />REGISTRATION <br />DATE <br />PROJECT NUMBER <br />DRAWN BY <br />CHECKED BY <br />PROJECT MANAGER <br />PROJECT <br />LOCATION <br />SHEET TITLE <br />SHEET NUMBER <br />PLOT DATE: <br />PREPARED FOR <br />7803 Glenroy Road, Suite 200 <br />Bloomington, MN 55439 <br />952-288-2000 <br />952-288-2031 fax <br />FOR <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br />O <br />N <br />L <br />Y <br />8/29/2019 8:01:32 AM <br />BMW <br />BPG <br />11/05/2019 <br />19-007 <br />SILVER LAKE <br />VILLAGE <br />3800 SILVER LAKE RD. <br />SAINT ANTHONY, MN <br />ISSUE RECORD <br />No.Description Date <br /> 2019 KIMLEY-HORN AND ASSOCIATES, INC. <br />767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY-HORN.COM <br />© <br />DATE: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS PREPARED BY <br />ME OR UNDER MY DIRECT SUPERVISION AND <br />THAT I AM A DULY LICENSED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />MN <br />LIC. NO. <br />BRIAN M. WURDEMAN <br />11/5/2019 53113 <br />MGC <br />1 FINAL PUD SUBMITTAL 11/05/2019 <br />UTILITY PLAN NOTES <br />1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF <br />PROPOSED UTILITIES. <br />2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: <br />8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP <br /> 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP <br />6" PVC SCHEDULE 40 PER ASTM D-3034 <br />DUCTILE IRON PIPE PER AWWA C150 <br />3. WATER LINES SHALL BE AS FOLLOWS: <br />6" AND LARGER, PVC C-900 PER ASTM D 2241 <br />CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 <br />4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 <br />SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER <br />ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. <br />4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. <br />5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST <br />BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE <br />CITY SPECIFICATIONS AND PROJECT DOCUMENTS. <br />6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" <br />VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR <br />STRUCTURE). <br />7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. <br />8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, <br />STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE <br />SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET <br />ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE <br />MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A <br />MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR <br />ANSI 21.11 (AWWA C-151) (CLASS 50). <br />9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE <br />BACKFILLING. <br />10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED <br />PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN <br />GREEN AREAS, WITH WATERTIGHT LIDS. <br />11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION <br />STRENGTH AT 3000 P.S.I. <br />12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW <br />LINES. <br />13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. <br />14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY <br />OF ST. ANTHONY AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION <br />OF THE WATER AND SEWER LINES. <br />15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION <br />OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE <br />VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE <br />FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE <br />CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS <br />BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL <br />BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES <br />WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. <br />16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR <br />CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. <br />17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION <br />REQUIREMENTS AND SPECIFICATIONS. <br />18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND <br />ELECTRICAL PLAN. <br />19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE <br />INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. <br />20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND <br />MAINTAINED. <br />21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION <br />BLOCKING. <br />SANITARY SEWER MANHOLE <br />STORM SEWER <br />SANITARY SEWER <br />WATERMAIN <br />GATE VALVE <br />HYDRANT <br />TEE <br />REDUCER <br />UNDERGROUND ELECTRIC <br />TELEPHONE <br />GAS MAIN <br />STORM SEWER <br />LEGEND <br />CO SANITARY CLEANOUTCO <br />EXISTING PROPOSED <br />C600 <br />UTILITY PLAN <br />NORTH <br />73
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