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NO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKING SENIOR BLDG FFE=917.00 GFE=905.92 FAMILY BLDG FFE=921.50 GFE=910.42      SEE PULTE PLANS FOR TOWNHOME DEVELOPMENT INFO SEE PULTE PLANS FOR TOWNHOME DEVELOPMENT INFO  INF 3 60" PERFORATED CMP UNDERGROUND INFILTRATION SYSTEM (1189.5 LF TOTAL) TOP OF PIPE=908.62 OUTLET=906.32 INV=903.62 (SEE DETAIL) INF 1 60" PERFORATED CMP UNDERGROUND INFILTRATION SYSTEM (682.5 LF TOTAL) TOP OF PIPE=905.00 OUTLET=902.70 INV=900.00 (SEE DETAIL) CBMH 111 RIM= 914.78 INV= 911.47 E INV=911.27 S CBMH 110 RIM=915.26 SUMP=901.21 INV=907.14 N INV=909.03 S INV=910.54 E INV=904.21 SW NYLOPLAST 123 RIM= 914.80 INV= 909.19 E INV=908.99 W CB 113 RIM= 914.73 INV=910.71 N NYLOPLAST 124 RIM= 914.50 INV= 910.54 E INV=910.54 W STMH 102 RIM= 913.97 INV= 902.40 S INV=902.40 NW STMH 101 RIM= 911.64 INV= 899.97 SE INV=899.97 N STMH 130 RIM=912.69 SUMP=899.37 INV=902.37 S INV=902.37 NE CB 128 RIM=911.51 SUMP=900.17 INV=903.17 E CB 122 RIM= 913.13 INV= 907.72 E INV=907.72 N STMH 100 RIM= 907.08 INV= 897.35 S INV=897.35 NE 135 LF 12" STORM @ 1.00% 239 LF 15" STORM @ 0.50% 99 LF 12" STORM @ 1.57% 129 LF 15" STORM @ 0.99% 31 LF 12" STORM @ 1.20% 103 LF 15" STORM @ 4.00% 30 LF 18" STORM @ 4.02% 10 LF 24" STORM @ 3.00% 87 LF 24" STORM @ 2.80% 75 LF 24" STORM @ 3.50% 94 LF 24" STORM @ 2.93% TRENCH DRAIN 126 RIM 905.42 INV(E)=904.42 INV(W)=903.92 CONNECT TO EX. STORM MH (FIELD VERIFY EX. INVERT LOCATION & ELEVATION) INV=903.92 INV=902.00 INV=902.70 INV=903.00 INV=894.60 STMH 121 RIM=908.61 SUMP=901.00 INV=906.53 S INV=904.00 E INV=903.00 50 LF 18" STORM @ 2.00% 30 LF 12" STORM @ 1.00% NYLOPLAST 125 RIM= 915.60 INV= 910.84 N INV=910.84 W NYLOPLAST 127 RIM= 915.65 INV=912.65 S 43 LF 12" STORM @ 4.66% 36" ACCESS RISER -TYP (SEE DETAIL) NYLOPLAST 126 RIM= 915.00 INV= 911.44 N INV=911.44 S 118 LF 12" STORM @ 1.03% 60 LF 12" STORM @ 1.00% 78 LF 12" STORM @ 2.15% 9 LF 15" STORM @ 2.00% INV=903.00 INV=899.00 NYLOPLAST 208 RIM= 919.00 INV= 913.34 E INV=913.34 W 100 LF 15" STORM @ 1.00% NYLOPLAST 207 RIM= 919.50 INV= 914.54 E INV=914.34 W 35 LF 12" STORM @ 1.00% NYLOPLAST 206 RIM= 920.99 INV= 914.89 S INV=914.89 W 61 LF 12" STORM @ 1.00% NYLOPLAST 205 RIM= 919.50 INV= 915.50 S INV=915.50 N 100 LF 12" STORM @ 1.00% NYLOPLAST 204 RIM= 919.50 INV= 916.50 S INV=916.50 N 50 LF 12" STORM @ 2.00% CLEANOUT RIM= 920.50 INV=917.50 N 60 LF 12" STORM @ 1.00% INV=906.32 STMH 200 RIM= 912.10 INV= 905.73 N INV=905.83 SE INV=903.10 98 LF 12" STORM @ 2.79% 35 LF 15" STORM @ 1.00% INV=906.25 CBMH 215 RIM=915.18 SUMP=903.60 INV=906.60 W INV=906.60 N 109 LF 15" STORM @ 1.00% CB 214 RIM= 912.49 INV= 907.94 NW INV= 907.69 W INV=907.69 E INV=908.42 48 LF 12" STORM @ 1.00% CB 217 RIM= 914.27 INV= 911.00 W INV=911.00 E 88 LF 12" STORM @ 5.00% 80 LF 12" STORM @ 10.21% CB 218 RIM= 918.75 INV= 914.75 NE INV=914.75 E TRENCH DRAIN 219 RIM 909.92 INV(W)=908.92 INV(E)=908.42 INSTALL BACKFLOW PREVENTER ON 12" PIPE NW IN CBMH INSTALL BACKFLOW PREVENTER ON 12" PIPE SOUTH IN STMH 36" ACCESS RISER -TYP (SEE DETAIL) INF 2 36" PERFORATED CMP UNDERGROUND INFILTRATION SYSTEM (362 LF TOTAL) TOP OF PIPE=903.00 OUTLET=901.00 INV=900.00 (SEE DETAIL) INV=901.00 INV=900.97 STMH 211 RIM= 920.90 INV= 909.70 NE INV=909.70 SW 154 LF 15" STORM @ 1.00% NYLOPLAST 210 RIM= 912.92 INV= 911.24 E INV=911.24 SW 126 LF 15" STORM @ 1.00% NYLOPLAST 209 RIM= 914.18 INV= 912.50 E INV=912.50 W 84 LF 15" STORM @ 1.00% 36" ACCESS RISER -TYP (SEE DETAIL) 36" ACCESS RISER W/ DRAINAGE GRATE (SEE DETAIL) 160 LF 6" DRAINTILE @ 0.00% INV=917.00 INV=906.60 INV=906.60 CB 216 RIM= 914.24 INV= 911.93 W INV=911.93 E 30 LF 12" STORM @ 3.07% 40 LF 15" STORM @ 1.76% STMH 212 RIM= 911.99 INV= 909.00 NE INV=909.00 SE 161 LF 15" STORM @ 0.50% STMH 213 RIM= 912.00 INV= 908.19 NW INV=908.19 E 99 LF 15" STORM @ 0.50% 18 LF CASING FOR STORM UNDER RETAINING WALL (SEE DETAIL) CLEANOUT RIM= 921.34 INV= 915.91 S INV=915.91 W 157 LF 12" STORM @ 1.02% CLEANOUT RIM= 919.84 INV=917.50 N 111 LF 12" STORM @ 0.99% CLEANOUT RIM= 921.40 INV= 914.81 W INV= 914.81 E INV=910.42 SW64 LF 12" STORM @ 2.50% 109 LF 12" STORM @ 0.99% CLEANOUT RIM= 921.19 INV= 916.42 SW INV=916.42 E CLEANOUT RIM= 921.27 INV=917.50 NE CLEANOUT RIM= 921.23 INV=917.50 SE 70 LF 12" STORM @ 7.80% CLEANOUT RIM= 914.84 INV= 912.00 NW INV=912.00 E 4 LF 12" STORM @ 2.00% 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 6" PVC W/ 12"X6" WYE - TYP. 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) CLEANOUT RIM= 905.67 INV=902.67 E 125 LF 12" STORM @ 1.00% CLEANOUT RIM= 908.36 INV= 901.42 W INV=901.42 N 45 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.89 INV=913.83 E 99 LF 12" STORM @ 1.02% CLEANOUT RIM= 916.68 INV= 912.82 W INV=912.82 N 133 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.68 INV= 911.49 S INV= 912.43 N INV=911.29 W 13 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.83 INV= 912.56 NW INV=912.56 S 37 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.75 INV= 912.93 W INV=912.93 SE 44 LF 12" STORM @ 1.00%CLEANOUT RIM= 916.22 INV=913.37 E CLEANOUT RIM= 916.37 INV=913.44 E 43 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.74 INV= 913.01 W INV=913.01 NE 36 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.75 INV= 912.65 SW INV=912.65 N 15 LF 12" STORM @ 1.00% 55 LF 12" STORM @ 1.00% CLEANOUT RIM= 916.45 INV= 912.02 N INV= 912.50 S INV=912.02 W 60 LF 12" STORM @ 0.99% CLEANOUT RIM= 916.85 INV= 912.61 W INV=912.61 S107 LF 12" STORM @ 1.01% CLEANOUT RIM= 916.61 INV=913.70 E 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 6" PVC 6" PVC 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 6" PVC W/ 12"X6" WYE - TYP. (SEE DETAIL) 12" STORM 20' INSULATION BETWEEN BUILDING & STORM SEWER (SEE DETAIL) 30' INSULATION BETWEEN BUILDING & STORM SEWER (SEE DETAIL) 6" CLEANOUT -TYP (SEE DETAIL) CONVERT STRUCTURE TO HAVE FLAT CASTING IN DRIVEWAY 40 LF 6" DRAINTILE @ 5.00% 35 LF 6" DRAINTILE @ 5.00% CONNECTION TO TOP OF 60" CMP Architecture Interior Design Landscape Architecture Engineering Boarman Kroos VogelGroupInc. EOE License Number I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional under the laws of the State of Minnesota.BKVTB-30x42Engineer Date 07/30/201924440 Michael J. St. Martin, PE LOUCKS 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL LOUCKS PROJECT NO. 18373.00 © 2016 BKV Group, Inc. EOE SHEET NUMBER SHEET TITLE DRAWN BY CHECKED BY COMMISSION NUMBER ISSUE # DATE DESCRIPTION PROJECT TITLE CONSULTANTS NOT F O R CONS T R U C TI O N CERTIFICATION DATE OLD HIGHWAY 8 REDEVELOPMENT 18373.00 08/20/2019 AJA SRT OWNER/DEVELOPER 02/22/2019 CITY SUBMITTAL 03/27/2019 CITY SUBMITTAL 04/18/2019 WATERSHED 05/31/2019 WATERSHED 06/14/2019 PRICING/PERMIT SET DRAFT 07/30/2019 PERMIT AND PRICING SET 08/20/2019 CITY/WATERSHED N EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL WARNING: AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND Gopher State One Call  23 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), LATEST EDITION. 2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. 6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. 9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 12. HYDRANT USE: CONTRACTOR IS RESPONSIBLE TO NOTIFY PUBLIC UTILITIES DEPARTMENT WHEN THEY NEED TO USE A HYDRANT; ONLY PRE-AUTHORIZED HYDRANTS WILL BE USED. HYDRANTS TO BE OPERATED ONLY WITH PROPER EQUIPMENT SUCH AS A HYDRANT NUT WRENCH, NOT A PIPE WRENCH, HYDRANT METER IS AVAILABLE FROM PUBLIC UTILITIES DEPARTMENT. ANY TRUCK, ETC. FILLED FROM A HYDRANT MUST BE METERED, MUST HAVE PHYSICAL BREAK OR BACK-FLOW PREVENTER APPROVED BY PUBLIC UTILITIES DEPARTMENT. ALSO APPLIES TO SUBCONTRACTORS. 13. OPERATING VALVES FOR TURNING WATER MAIN ON/OFF: PUBLIC UTILITIES DEPARTMENT WILL OPERATE ALL VALVES AND FILL ALL WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE TO HAVE WATER SHUT OFF AND SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH TO DOOR, ETC., NOT IN MAILBOXES. 14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. 15. ALL PROPOSED STRUCTURES SHALL HAVE FLEX SEAL INSTALLED ON THE ADJUSTING RINGS. 16. STORM SEWER MATERIALS: PRIVATE: 12" OR GREATER: HDPE DOWNSPOUT COLLECTION PIPE: PVC PUBLIC: RCP STORM SEWER PLAN C4-2 SCALE IN FEET 0 40 80 CONSTRUCTION LIMITS