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rn <br />a <br />0 <br />z <br />a <br />z <br />1 <br />M) <br />0 <br />z <br />J <br />0 <br />z_ <br />tY <br />W <br />E z <br />as <br />o z <br />o w <br />o <br />N <br />L <br />0 <br />o% <br />N Li <br />0 >_ <br />0 <br />Q� <br />LOT 1 <br />1 +00 <br />SANMH 1 <br />c <br />885 <br />880 <br />875 <br />870 <br />865 <br />860 <br />855 <br />850 <br />845 <br />840 <br />0+75 <br />DATE <br />CB 12 <br />v <br />STMH 6 <br />n <br />1 <br />ED <br />O cfl NI- <br />N N N <br />rn CO CO CI) <br />' 00 CO CO <br />cis II <br />0o0 N Z <br />I I <br />E z Z Z <br />O <br />N <br />O <br />co <br />1 +00 <br />REVISION <br />CBMH 7 <br />"TY <br />2+00 <br />A I <br />SEE SHEET C10 FOR <br />PROPOSED GRADING <br />11 <br />0 <br />i <br />1 <br />TAPER WIDTH OF ROAD FROM <br />STA 1 +81 .68 TO STA 2+81.68 <br />0o <br />c0 <br />00 <br />I I <br />N <br />> <br />0_ <br />ELEV = 869.99 <br />n <br />22LF <br />5" HDPE <br />@ 0.30%L <br />M <br />M <br />N <br />N N <br />ix 4 co co c0 <br />0o 0o 0o 0o <br />ota; II <br />> > <br />4 0_ Z Z Z <br />O <br />od <br />O <br />co <br />• <br />-0./4% <br />- <br />3+00 <br />CBMH 8 CB 9 <br />1 uul' <br />29LF�` <br />15" HDPE <br />@ 0.50% <br />CBMH 10 <br />48" DIA. (R-3246) 02 <br />FL=868.59 <br />(N)INV=865.12 <br />(W)INV=865.07 <br />10 00 <br />O • <br />co N to <br />00 <br />2+00 <br />DATE <br />8LF <br />12" HDPE <br />@ 5.88% <br />168LF 15" HDPE @ 0.30% <br />300LF 8" PVC (SDR 35) @ 1.00% <br />(7) <br />N <br />O 0 <br />oa co <br />00 <br />REVISION <br />N <br />Co to <br />00 <br />3+00 <br />a <br />LOT 2 <br />8" PVC CAP <br />INV=859.40 <br />4OLF 8" PVC (SCH 40) <br />@ 1.00% <br />4400 <br />0 <br />SANMH 2 <br />8" PVC CAP <br />INV=858.85 <br />-CB 11 10 <br />24"X36" (R-3246) 02 <br />FL=868.59 <br />INV=865.59 <br />LOT 3 <br />LOW POINT ELEV = 868.97 <br />LOW POINT STA = 3+49.46 <br />PVI STA = 3+40 <br />PVI ELEV = 868.82 <br />A.D. = 1.24% <br />K = 80.46 <br />100' VC <br />cD <br />N r ) CO <br />rf) a) CT)00 <br />I <br />0ct0 <br />CO CO CO <br />0o ��,� <br />= p 00 w Z N <br />co co > > > <br />U 0_ Z Z Z <br />(0 <br />N <br />ro <br />Lo co <br />VII <br />(0 o Cfl <br />M COS <br />CT) X II <br />U N 0_ Z <br />• <br />co <br />00 <br />25LF 8" PVC (SDR 35) <br />@ 1.00% <br />LIFT STATION <br />VALVE MANHOLE © <br />FM > FM > <br />LIFT STATION <br />WET WELL <br />RIM=869.49 <br />(W)INV=858.65 <br />(E)INV=858.65 <br />BOTTOM=852.65 <br />- 2OLF 8" PVC (SCH 40) <br />@ 1.00% <br />N• <br />CO to <br />00 <br />4+00 <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 />I MOIHY A. <br />Date 8/12/24 <br />411°, N.E. <br />Lic. No, 43362 <br />5+00 <br />FM > <br />ENTRANCE ROAD <br />FM > FM > <br />4 PVC <br />(C900 DR 25) <br />FORCEMAIN <br />6+00 <br />- I <br />FM > <br />U <br />o_ <br />FM > FM > <br />7+00 <br />I <br />GENERAL NOTES: <br />1. MAINTAIN A MINIMUM OF 7.5' OF COVER OVER THE FORCEMAIN. <br />2. ALL FORCEMAIN PIPE BENDS AND FITTINGS REQUIRE THRUST BLOCKING AND MECHANICAL JOINT <br />RESTRAINTS. THRUST BLOCKING SHALL BE PER CITY PLATE NO. WAT-8. <br />3. THE PROPOSED SANITARY SEWER PIPE, STORM SEWER PIPE AND FORCEMAIN SHALL INCLUDE TRACER <br />WIRE. TRACER WIRE SYSTEM, INCLUDING THE GROUNDING AND TERMINATION OF THE TRACER WIRE, <br />SHALL CONFORM TO THE MINNESOTA RURAL WATER ASSOCIATION STANDARD SPECIFICATIONS. <br />4. CONTRACTOR SHALL OBTAIN A DEPARTMENT OF LABOR AND INDUSTRY PLUMBING PERMIT PRIOR TO <br />CONSTRUCTING ANY UNDERGROUND UTILITIES SHOWN ON THESE PLANS. <br />5. HIGH DENSITY POLYETHYLENE (HDPE) PIPE SHALL BE DUAL WALL CONFORMING TO ASTM F714. <br />6. SDR 35 PVC SHALL CONFORM TO ASTM 3034. <br />7. PVC FORCEMAIN SHALL CONFORM TO AWWA C900. <br />REFERENCE NOTES: <br />10 CONSTRUCT STRUCTURE PER CITY PLATE NO. STO-1. <br />02 CATCH BASIN CASTING DETAILS ARE SHOWN ON CITY PLATE NO. STO-4. <br />03 CONSTRUCT STRUCTURE PER CITY PLATE NO. SEW-1. <br />0 SANITARY SEWER CASTING DETAILS ARE SHOWN ON CITY PLATE NOS. SEW-2 AND SEW-7. <br />05 STORM SEWER MANHOLE CASTING SHALL BE PER CITY PLATE NO. STO-14. <br />© CONSTRUCT LIFT STATION PER <br />r. <br />C° M <br />co • <br />0) <br />CO oo (0 <br />00 <br />DESIGNED BY: <br />TAE <br />DRAWN BY: <br />TAE <br />CHECKED BY: <br />CJJ <br />M <br />co co <br />0 <br />CO oa to <br />00 <br />5+00 <br />00 <br />CO <br />O • <br />co <br />00 <br />Hakanson Anderson <br />M <br />r <br />O 0 <br />N co <br />00 <br />6+00 <br />Civil Engineers and Land Surveyors <br />3601 Thurston Ave., Anoka, Minnesota 55303 <br />763-427-5860 FAX 763-427-0520 <br />www.hakanson-anderson.com <br />00 <br />Co M <br />r7 O <br />coco <br />20 <br />0 <br />SCALE <br />IN <br />20 <br />40 <br />FEET <br />4" PVC <br />(C900 DR 25) <br />FORCEMAIN <br />BIT=871 .06 <br />(MATCH EXISTING) <br />GL=871 .68 <br />(STA 7+75) <br />(2) 4"-45° <br />DIP BENDS <br />K) <br />O <br />CO <br />7+00 <br />ANOKA RAMSEY ATHLETIC ASSOCIATION <br />/ <br />CONC=870.92 <br />CONC=871 .07 <br />CONC=871 .02 <br />GL=871 .03 <br />GL=871 .03 <br />GL=871.02 (0") <br />CONC=871 .09 <br />CONC=871 .20 <br />I <br />CONC=871.10 <br />BIT=871 .72 <br />(MATCH <br />EXISTING) <br />/ <br />2) <br />A <br />A <br />2 <br />1 <br />0o <br />a <br />111 <br />111 <br />/ <br />I/ <br />I11 <br />1 <br />111 v <br />111 <br />111 <br />II/ <br />I <br />11 / <br />II <br />l / III vv <br />11 / <br />II / <br />II / <br />11 / <br />II 1 <br />II I <br />III <br />II 1 <br />II I <br />I/ <br />I 1 <br />II 1 <br />II / <br />III <br />11 / <br />u; I <br />11 v <br />1 v <br />11 <br />III <br />II 1 <br />III <br />I I <br />11 / <br />III v <br />11i v <br />v <br />v <br />II I <br />4II <br />I'/ I <br />I <br />II I <br />II <br />II I <br />II I <br />I I <br />I I <br />I I I✓ <br />II N <br />III <br />II I <br />III <br />II I <br />nl <br />II I <br />v <br />v <br />BIT=870.97 - <br />(MATCH <br />EXISTING) <br />GL=870.32 <br />(MATCH <br />EXISTING) <br />GL=870.82 <br />(0") <br />GL=871 .00 <br />(0") <br />GL=870.94 <br />(0") <br />BIT=871 .65 <br />(MATCH <br />EXISTING) <br />W <br />J <br />ict <br />PVI STA = 7+90.60 <br />0) <br />N <br />0o <br />I I <br />> <br />J <br />w <br />PVI STA = 8+02.83 <br />1 11 <br />I II <br />1 11 <br />/ II <br />1 11 <br />1 11 <br />111 <br />1 <br />N <br />°").+ <br />0 00 <br />N <br />coII <br />II < II 875 <br />>N > <br />w_ <br />w> J <br />0_ w <br />I II <br />11 <br />2) <br />m <br />a <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />I II <br />II <br />II <br />I II <br />I II <br />I II <br />III <br />II <br />- I1 <br />I II <br />I II <br />II <br />1 1 <br />1 11 <br />1 111 <br />1 11 <br />1 11 <br />11 <br />I II <br />1 11 <br />1 11 <br />IU <br />1 11 <br />11 <br />1 11 <br />1 11 <br />/ <br />1 11 <br />1 11 <br />11/ <br />111 <br />1 11 <br />111 <br />/ II <br />1 11 <br />1 1J <br />111 <br />l /1 <br />1 11 <br />1 II <br />1 11 <br />/ II <br />1 11 <br />/ 11 <br />111 <br />II <br />CO <br />t 8�71 <br />CC <br />CO <br />I <br />a_ <br />2) <br />m <br />I <br />1 <br />CONSTRUCT DRIVEWAY <br />ENTRANCE PER CITY <br />PLATE NO. STR-14 <br />�t <br />co <br />a <br />885 <br />880 <br />N <br />00 <br />•02% <br />8+00 <br />870 <br />865 <br />860 <br />855 <br />850 <br />845 <br />O <br />N <br />co <br />840 <br />8+25 <br />Kinghorn, <br />CONSTRUCTION <br />STREET AND UTILITY CONSTRUCTION PLAN SHEET <br />C12 <br />ENTRANCE ROAD <br />CITY OF RAMSEY, MINNESOTA <br />C15 <br />SHEETS <br />3395.24 <br />