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CD <br />a <br />1- <br />J <br />H <br />N <br />V) <br />0 <br />z <br />J <br />0 <br />Z_ <br />W <br />W <br />E Z_ <br />c' 0 <br />Z <br />0 W <br />o/ <br />d- <br />L <br />N <br />O <br />N W <br />� Q <br />0 <br />d <br />Q <br />8" GATE <br />VALVE AND <br />BOX 13 <br />6" DIP (CL 53) WATERMAIN, <br />6" GATE VALVE AND BOX <br />AND HYDRANT 10 <br />8" PVC (C900 DR 18) <br />WATERMAIN <br />8"X6" <br />DIP TEE <br />6" DIP (CL 53) WATERMAIN, <br />6" GATE VALVE AND BOX <br />AND HYDRANT10 <br />POND OUTLET <br />STRUCTURE 1 14 <br />RIM=869.10 <br />INV=865.00 <br />Rep <br />\ <br />STM/MH <br />��j <br />RIM=861.14 <br />INV= 850.74 <br />9OLF (INC. RC APRON) <br />18" RCP (CL <br />@ 1.11% 5 <br />/ <br />18" <br />/ <br />RC APRON <br />F- NcEUNK <br />DATE <br />4 <br />INV=864.00 <br />4 <br />4 <br />REVISION <br />/ <br />/ <br />/ <br />FFS <br />rNv\ <br />8S0 9? <br />240LF <br />12" HDPE <br />@ 0.74% <br />CB 102 <br />24"X36" (R-3246) 07 <br />FL=869.07 <br />INV=866.07 <br />(2) 8"-45° <br />DIP BENDS <br />CBMH 2 <br />48" DIA. (R-3246) <br />FL=867.96 <br />(S)INV=864.29 <br />(N)INV=864.09 <br />19LF (INC. RC APRON) <br />15" RCP (CL V) <br />@ 0.50% 5 <br />15" RC APRON ® <br />INV=864.00 <br />DATE <br />.43 <br />24LF - <br />12" HDPE <br />@ 0.50% <br />SANMH 1 09 <br />48" DIA. (R-1733) 10 <br />RIM=870.49 <br />(N)INV=862.44 <br />(W)INV=862.64 <br />(S)INV=862.64 <br />6" PVC CAP <br />INV=863.04 <br />124LF 18" HDPE/ <br />@ 0.30%, <br />8LF 24" HDPE/j <br />@ 0.30%, <br />126LF 24" HDPE <br />@ 0.30% <br />132LF 24" PVC (SCH 40) <br />@ 0.30% <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />8" GATE <br />VALVE AND <br />BOX 13 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ 300LF <br />8" PVC <br />/ (SDR 35) <br />@ 1.00% <br />/ <br />/ <br />/ <br />/ / <br />/ /CB 12 11 <br />27" DIA. (R-4342) 17 <br />/ T.O.F.=868.00 <br />INV=864.39 <br />CBMH 5 02 <br />48" DIA. (R-3246) 07 <br />FL=867.72 <br />(W)INV=863.85 <br />(E)INV=863.80 <br />8"-1 1 .25° <br />AND 22.5° <br />DIP BENDS <br />STMH 6 0 <br />48" DIA. (R-1733) 12 <br />RIM=869.84 <br />(N)INV=864.27 <br />(W)INV=864.27 <br />(E)INV=864.22 <br />22LF 15" HDPE <br />@ 0.30% <br />CBMH 7 02 <br />48" DIA. (R-3246) 07 <br />FL=869.66 <br />(S)INV=864.33 <br />0.50% <br />FL=867.76 <br />CBMH 10 0, <br />FL=868.59 <br />8” GATE VALVE <br />AND BOX 0 <br />DIP BENDS <br />28LF (INC. RC APRON) <br />24" RC APRON 0 <br />INV=862.77 <br />DIP BENDS <br />DIP BENDS <br />POND OUTLET • <br />RIM=864.40 <br />58LF (INC. RC APRON) <br />18'5 RC APRON 0 <br />INV=860.30 <br />REVISION <br />8LF - <br />12" HDPE <br />FL=867.72 <br />SUMP=857.85 <br />6” DIP (CL 53) WATERMAIN, <br />6” GATE VALVE AND BOX <br />AND HYDRANT 0 <br />WATERMAIN <br />• <br />DIP BEND <br />WATERMAIN <br />FL=868.59 <br />FL=868.59 <br />INV=865.59 <br />8" PVC CAP <br />INV=859.40 <br />4OLF 8” PVC <br />Fro <br />LIFT STATION -- <br />VALVE MANHOLE <br />LOT 2 <br />LIFT STATION <br />WET WELL 0 <br />BOTTOM=852.65 <br />8” PVC CAP <br />INV=858.85 <br />FL=868.59 <br />INV=865.59 <br />LOT 3 <br />8" GATE VALVE <br />AND BOX 0 <br />DIP BENDS <br />I hereby certify that this plan, specification, or report was <br />prepared by me or under my direct supervision and that I <br />am a duly Licensed Professional Engineer under the laws <br />of the State o ota. <br />Date 8/12/24 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />- 25LF <br />CONNECT TO <br />EXISTING <br />SANITARY SEWER <br />INV=867.94 <br />SANMH 3 C)-7 <br />RIM=875.00 <br />RIM=869.12 <br />0/7 <br />08 <br />4" PVC <br />FORCEMAIN <br />\ DIP BENDS <br />4" PVC <br />FORCEMAIN <br />4 / <br />CONNECT <br />TO EXISTING <br />WATERMAIN 0 <br />110 <br />09 <br />111 <br />II I <br />II I <br />II I <br />A <br />LL <br />Hakanson Anderson <br />II <br />II 2 <br />/// <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />CONNECT TO EXISTING <br />WATERMAIN WITH <br />11.25° DIP BEND <br />RCp <br />co <br />OUTLOT A <br />cP <br />-11 <br />sr - <br />GENERAL NOTES: <br />1. MAINTAIN A MINIMUM OF 7.5' OF COVER OVER THE WATERMAIN AND FORCEMAIN. <br />2. WATERMAIN JOINT CONSTRUCTION SHALL BE PER CITY PLATE NO. WAT-4. <br />3. ALL WATERMAIN AND FORCEMAIN PIPE BENDS AND FITTINGS REQUIRE THRUST BLOCKING AND <br />MECHANICAL JOINT RESTRAINTS. THRUST BLOCKING SHALL BE PER CITY PLATE NO. WAT-8. <br />4. THE PROPOSED SANITARY SEWER PIPE, STORM SEWER PIPE, FORCEMAIN AND WATERMAIN <br />SHALL INCLUDE TRACER WIRE. TRACER WIRE SYSTEM, INCLUDING THE GROUNDING AND <br />TERMINATION OF THE TRACER WIRE, SHALL CONFORM TO THE MINNESOTA RURAL WATER <br />ASSOCIATION STANDARD SPECIFICATIONS. <br />5. CONTRACTOR SHALL OBTAIN A DEPARTMENT OF LABOR AND INDUSTRY PLUMBING PERMIT PRIOR <br />TO CONSTRUCTING ANY UNDERGROUND UTILITIES SHOWN ON THESE PLANS. <br />6. HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE DUAL WALL CONFORMING TO ASTM F714. <br />7. SCHEDULE 40 PVC SHALL CONFORM TO ASTM D1785 OR ASTM D2665. <br />8. SDR 35 PVC SHALL CONFORM TO ASTM 3034. <br />9. DUCTILE IRON PIPE (DIP) SHALL CONFORM TO AWWA C151. <br />10. PVC WATERMAIN AND FORCEMAIN SHALL CONFORM TO AWWA C900. <br />REFERENCE NOTES: <br />CONSTRUCT HYDRANT AND VALVE PER CITY PLATE NO. WAT-1. <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-1. <br />CONSTRUCT WATER SERVICE PER CITY PLATE NO. WAT-5. <br />CONCRETE APRON SHALL INCLUDE A TRASH GUARD PER CITY PLATE NO. STO-8. <br />TIE ALL PIPE JOINTS PER MN/DOT STANDARD PLATE 3145. <br />CONTRACTOR SHALL VERIFY THE INVERT ELEVATION OF THE EXISTING SANITARY SEWER SERVICE <br />PRIOR TO CONSTRUCTION. <br />CATCH BASIN CASTING DETAILS ARE SHOWN ON CITY PLATE NO. STO-4. <br />CONSTRUCT SANITARY SEWER CLEANOUT PER <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. SEW-1. <br />SANITARY SEWER CASTING DETAILS ARE SHOWN ON CITY PLATE NOS. SEW-2 AND SEW-7. <br />CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-2. <br />STORM SEWER MANHOLE CASTING SHALL BE PER CITY PLATE NO. STO-14. <br />CONSTRUCT GATE VALVE AND BOX PER <br />CONSTRUCT POND OUTLET STRUCTURE PER <br />CONSTRUCT LIFT STATION PER <br />WET TAP THE EXISTING 12" DIP WATERMAIN FOR THE PROPOSED 8” DIP WATERMAIN. <br />CASTING SHALL BE PLACED IN A CONCRETE FRAME PER MN/DOT STANDARD PLATE 4143. <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />50 <br />SCALE <br />IN <br />50 <br />100 <br />FEET <br />Kinghorn, <br />CONSTRUCTION <br />UTILITY PLAN <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />SHEETS <br />3395.24 <br />