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7 BM <br />9 <br />0 <br />6 <br />2 <br />913. <br />0 <br />4 NO PARKINGNO PARKING NO PARKINGNO PARKINGNO PARKINGNO PARKING <br />CONNECT TO EX. SAN MH <br />-FIELD VERIFY INV. <br />& LOCATION <br />(COORD. WORK W/ <br />ADJACENT PROPERTY <br />OWNER AS NECESSARY) <br />130 LF 8" SANITARY <br />@ 2.00% <br />15 LF 8" SANITARY <br />@ 2.00%68 LF 8" SANITARY <br />@ 2.00%SAN MH 1 <br />RIM= 905.16 <br />INV(E)= 892.39 <br />INV(N)=892.29 <br />SAN MH 2 <br />RIM= 903.61 <br />INV(S)= 895.10 <br />INV(W)=895.00 <br />SAN MH 3 <br />RIM= ??? <br />INV(SE)= 897.29 <br />INV(N)=897.19 <br />INV=892.00 <br />72 LF 8" SANITARY <br />@ 1.00% <br />SAN MH 6 <br />RIM= 912.27 <br />INV(N)= 900.22 <br />INV(E)= 900.22 <br />INV(W)=900.12INV=899.40 <br />CONNECT TO EX. SAN MH <br />-FIELD VERIFY INV. <br />& LOCATION <br />57 LF 8" SANITARY <br />@ 1.00% <br />8" SANITARY <br />SEWER SERVICE <br />INV=896.52 <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />34 LF 8" SANITARY <br />@ 2.00% <br />8" SANITARY <br />SEWER SERVICE <br />INV=900.79 <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />CONNECT TO EX. <br />12" WM W/ 12" GV <br />& 45° BEND <br />12"x8" TEE <br />28 LF - 8" FIRE PROTECTION <br />WATER SERVICE <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />12"x6" TEE & GV <br />28 LF - 6" DOMESTIC <br />WATER SERVICE <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />89 LF 12" DIP WM <br />37 LF 12" DIP WM <br />60 LF 12" DIP WM <br />301 LF 12" DIP WM <br />CONNECT TO EX. <br />12" WM W/ 12" GV <br />& 45° BEND <br />12"x6" TEE, 6" GV <br />& HYDRANT <br />12"x6" TEE, 6" GV <br />& HYDRANT <br />45° 12" BEND <br />45° 12" BEND <br />45° 12" BEND <br />50 LF 12" DIP WM <br />12"X12" TEE & <br />GATE VALVE <br />12"X6" TEE & <br />GATE VALVE <br />13 LF 6" DIP WM <br />SAN MH 4 <br />RIM= 915.11 <br />INV(S)= 898.57 <br />INV(NW)=898.47 <br />118 LF 8" SANITARY <br />@ 1.00% <br />8" SANITARY <br />SEWER SERVICE <br />INV=901.24 <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />SAN MH 7 <br />RIM= 918.18 <br />INV(N)= 902.73 <br />INV(W)=902.63 <br />60 LF 8" SANITARY <br />@ 1.00% <br />8" SANITARY <br />SEWER SERVICE <br />INV=903.33 <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />267 LF 8" SANITARY <br />@ 1.00% <br />45° 12" BEND <br />16 LF 12" DIP WM <br />45° 12" BEND <br />45° 12" BEND <br />10 LF 12" DIP WM <br />CONNECT TO EX. <br />6" WM W/ 6" GV <br />& TEE 9 LF 6" DIP WM <br />49 LF 6" DIP WM <br />6" GV & HYDRANT <br />22.5° 6" BEND <br />36 LF 12" DIP WM <br />45° 12" BEND <br />45° 12" BEND <br />10 LF 12" DIP WM <br />SENIOR BLDG <br />FFE=917.00 <br />GFE=905.92 <br />FAMILY BLDG <br />FFE=921.50 <br />GFE=910.42  <br /> <br /> <br /> <br /> <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br />SEE PULTE PLANS <br />FOR TOWNHOME <br />DEVELOPMENT INFO <br /> <br />CONNECT TO EX. <br />6" WM 8"x6" REDUCER <br />& 8" GV <br />84 LF 8" DIP WM <br />8"x8" TEE <br />32 LF - 8" FIRE PROTECTION <br />WATER SERVICE <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />8"x6" TEE & GV <br />32 LF - 6" DOMESTIC <br />WATER SERVICE <br />(VERIFY LOCATION <br />& INV. W/ MECHANICAL) <br />45° & 22.5° <br />8" BEND <br />77 LF 8" DIP WM <br />87 LF 8" PVC WM <br />72 LF 8" PVC WM <br />116 LF 8" PVC WM <br />47 LF 8" PVC WM <br />8"x6" TEE, 6" GV <br />& HYDRANT <br />8"X6" REDUCER <br />6" GV & HYDRANT <br />45° & 22.5° <br />8" BEND <br />22.5° 8" BEND <br />22.5° 8" BEND <br />45° 8" BEND <br />45° 8" BEND <br />17 LF 8" PVC WM <br />8" GV <br />243 LF 8" SANITARY <br />@ 0.99% <br />30' INSULATION BETWEEN <br />RETAINING WALL & <br />SANITARY SEWER MH <br />(SEE DETAIL) <br />22 LF CASING FOR WM <br />UNDER RETAINING WALL <br />(SEE DETAIL) <br />Architecture <br />Interior Design <br />Landscape Architecture <br />Engineering <br />Boarman <br />Kroos <br />VogelGroupInc. <br />EOE <br />License Number <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional <br />under the laws of the State of Minnesota.BKVTB-30x42Engineer <br />Date <br />07/30/201924440 <br />Michael J. St. Martin, PE <br />LOUCKS <br />7200 Hemlock Lane, Suite 300 <br />Maple Grove, MN 55369 <br />763.424.5505 <br />www.loucksinc.com <br />PLANNING <br />CIVIL ENGINEERING <br />LAND SURVEYING <br />LANDSCAPE ARCHITECTURE <br />ENVIRONMENTAL <br />LOUCKS PROJECT NO. 18373.00 <br />© 2016 BKV Group, Inc. EOE <br />SHEET NUMBER <br />SHEET TITLE <br />DRAWN BY <br />CHECKED BY <br />COMMISSION NUMBER <br />ISSUE # DATE DESCRIPTION <br />PROJECT TITLE <br />CONSULTANTS <br />NOT F <br />O <br />R <br />CONS <br />T <br />R <br />U <br />C <br />TI <br />O <br />N <br />CERTIFICATION <br />DATE <br />OLD HIGHWAY 8 <br />REDEVELOPMENT <br />18373.00 <br />08/20/2019 <br />AJA <br />SRT <br />OWNER/DEVELOPER <br />02/22/2019 CITY SUBMITTAL <br />03/27/2019 CITY SUBMITTAL <br />04/18/2019 WATERSHED <br />05/31/2019 WATERSHED <br />06/14/2019 PRICING/PERMIT SET DRAFT <br />07/30/2019 PERMIT AND PRICING SET <br />08/20/2019 CITY/WATERSHED <br />N <br />EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN <br />THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE <br />WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 <br />MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. <br />OWNER. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL <br />WARNING: <br />AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND <br />Gopher State One Call <br /> <br />23 <br />UTILITY NOTES <br />1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS <br />OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES <br />SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), LATEST EDITION. <br />2. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED <br />PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. <br />3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL <br />JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION <br />ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK <br />IMPACTING PUBLIC UTILITIES. <br />4. ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE <br />NOTED. <br />5. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN <br />WATERMAIN AND ALL OTHER UTILITIES UNLESS OTHERWISE NOTED. <br />6. ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO <br />MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST <br />WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER <br />AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. <br />7. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. <br />8. ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE SCH. 40 PVC. <br />9. ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER <br />SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 <br />10. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART <br />4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, <br />CATCHBASINS, AND OTHER STRUCTURES. <br />11. HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: <br />a. PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. <br />b. PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. <br />c. ALL FITTINGS MUST COMPLY WITH ASTM D3212. <br />d. WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. <br />12. HYDRANT USE: CONTRACTOR IS RESPONSIBLE TO NOTIFY PUBLIC UTILITIES DEPARTMENT WHEN THEY NEED TO USE A HYDRANT; <br />ONLY PRE-AUTHORIZED HYDRANTS WILL BE USED. HYDRANTS TO BE OPERATED ONLY WITH PROPER EQUIPMENT SUCH AS A <br />HYDRANT NUT WRENCH, NOT A PIPE WRENCH, HYDRANT METER IS AVAILABLE FROM PUBLIC UTILITIES DEPARTMENT. ANY TRUCK, <br />ETC. FILLED FROM A HYDRANT MUST BE METERED, MUST HAVE PHYSICAL BREAK OR BACK-FLOW PREVENTER APPROVED BY PUBLIC <br />UTILITIES DEPARTMENT. ALSO APPLIES TO SUBCONTRACTORS. <br />13. OPERATING VALVES FOR TURNING WATER MAIN ON/OFF: PUBLIC UTILITIES DEPARTMENT WILL OPERATE ALL VALVES AND FILL ALL <br />WATER MAINS (PUBLIC AND PRIVATE). CONTRACTOR SHALL GIVE AT LEAST 24 HOURS NOTICE TO HAVE WATER SHUT OFF AND <br />SHALL NOTIFY IN WRITING, ALL AFFECTED CUSTOMERS AT LEAST 24 HOURS IN ADVANCE BEFORE SHUT OFF; ATTACH TO DOOR, <br />ETC., NOT IN MAILBOXES. <br />14. TEMPORARY SERVICE: THE CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE IF SERVICE CANNOT BE RESTORED SAME DAY. IF <br />USING HYDRANT FOR TEMPORARY SERVICE, NOTIFY PUBLIC UTILITIES DEPARTMENT AND USE ONLY PRE-APPROVED HYDRANT AND <br />SUPPLIED HYDRO METER WITH BACK FLOW. THE CONTRACTOR'S TEMPORARY MAIN SHALL BE DISINFECTED, FLUSHED AND <br />BACTERIOLOGICAL ANALYSIS SHOWN NEGATIVE PRIOR TO PUTTING THE TEMPORARY SYSTEM IN SERVICE. THE TEMPORARY WATER <br />SYSTEM SHALL BE IN PLACE PRIOR TO THE PUBLIC UTILITIES DEPARTMENT SHUTTING OFF ANY WATER MAINS. <br />15. ALL PROPOSED STRUCTURES SHALL HAVE FLEX SEAL INSTALLED ON THE ADJUSTING RINGS. <br />16. SANITARY SEWER MATERIAL: PVC SDR 26 <br />17. WATERMAIN MATERIAL: PRIVATE: PVC C900 <br />PUBLIC: CL 52 DIP <br />SANITARY <br />SEWER & <br />WATERMAIN <br />PLAN <br />C4-1 <br />SCALE IN FEET <br />0 40 80 <br />CONSTRUCTION LIMITS