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940 <br /> '- --"-"'- FINISHED POND PROFILE <br />935 ' covER <br /> (ASSUMED) <br />' <br /> MIN <br />B <br />45' BEND <br />_ _ _ _ _ _ <br />ELEVATION TOP OF PIPE 930.59 <br />~ (CONTRACTOR <br />VERIFY) <br />930 -------- 2' INSULATION SE~p <br />~\ ux~ r <br />~1 285'-e" CIP WATERMAIrv <br />m <br />925 ALL <br /> . RE-ROUTED WATERMAIN AT <br /> "WEST END OF PROPERTY OVERBURY WA 7ERMAIN, MAINTAIN <br /> <br />O 12" MINIMUM CLEARANCE <br /> 0+00 1+00 2+00 <br />940 <br />935 <br />930 <br />925 <br />920 <br />940 <br />935 <br />930 <br />925 <br />920 <br />93200 <br />940 <br />RIM-938.11 <br />935 <br />930 <br />92>. TS <br />925 <br />920 <br />INV. 931.00 <br />928.83 <br />940 <br />935 <br />930 INV. 931.00 <br />925 <br />N <br />n <br />920 <br />~--- ---- - 940 <br />' COVER <br />(ASSUMED) g35 <br />65' BEND - <br />930 <br />925 <br />3+00 <br />tructure <br />Numher <br />$tolion Structure <br />T e Structure <br />Diameter Casting <br />T e Flow Line a <br />Rim Elewlim Invest <br />Elevation goad Pipe Sixe Pipe Length <br />Feet To <br />Structure <br />CB I 0 +OD CB Z4 x36 R-3067-V 936.62 Nalh 933.62 3.00 IS 66 $TNH 2 <br />STMH 2 0 + 66 5T MH to R - 173} 9}g,3p North West 932.63 J.57 15 86 FE$ 1 <br /> South 932.73 <br />FES1 1+52 FES t5' 9}1,Op North West 9}1,00 <br /> <br />CBMH 3 0+pp CB MH /B' R-1733-i 942.37 Saulh 935.90 6.41 24 139 CBMH 4 <br /> <br />CBMH 1 <br /> <br />CBMH 5 <br />I + }9 <br /> <br />t + 69 <br />CB MH <br /> <br />CB MH <br />48" <br /> <br />48" <br />R-3067-V <br /> <br />R-3067-V <br />939.25 <br /> <br />939.}4 Nalh Emt <br />South <br />Nalh <br />South <br />North 938.60 <br />933.02 <br />933.22 <br />932.52 <br />932.72 <br />6.23 <br /> <br />6.82 <br />27 <br /> <br />30 <br />70 <br /> <br />106 <br />CBMH S <br /> <br />FES 2 <br />FES 2 2 + 75 FES 30' 9}1.00 West 931.00 <br /> <br /> <br />FES } 0 + 56 FES }6 926.65 EAST 926.65 <br />CB 6 <br />FES 4 0+00 <br />0 + 50 CB <br />FES 24 % 38 <br />15' R-}067-v 938.66 <br />932.00 North <br />Saulh 9}1,13 <br />932.00 4.32 IS 50 FE$ s <br />RIM~939.54 PoM~939.23 ..__.- <br />138 1F-24' RCP I,'l.Ql O 1.9376 939.80 NE <br />tF-2r yy~2~ 9sa9o s <br />103 IF-31Y RCP CUII O 1.1376 O 1.0076 933.02 S <br />93272 N <br />93232 9 <br />- - <br />OE61GNE0 BY: DESIGNED Br ORAwN BT: r cERnrr rvAr .vs PEAx, sRECUlunox, a~POar <br />Br uE OR uxVER u <br />e 2550 UNIVER6ttt AVENUE w <br />SUIT <br /> <br />___ <br />APPROVED DY:APPROVED RT Jpg NUMBER Bt1550J <br />CAO DAR;: Jcnvar~zooa ~Je . <br />r p <br />EAMS ~ErSrArt spv wxr:E5o4. E <br />~ ~ <br /> <br />xaMER UrgER <br /> <br />°"~ . <br />E 4p0N <br />ST. PAUL. NNESOTA SSrle <br />M(651) 644-IJ69 <br /> <br />CURTIS FELD POND <br /> <br /> <br />TORM SEWER AND WATERMAM DEfAIIS <br /> <br />vrEEi xa. <br />a <br />CAD DLE: 91r550J \~~5\C\CT-UOS~wGfRMON E 1 FALCON HEIGHTS <br /> rER^. J DRER ,6,.6 I-bward R Green Company <br />