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PED RAMP �/ MEADOW LANE _ <br /> 8 " -It y4 BEND 6 <br /> 8'%8'TEE <br /> 8' VALVE <br /> SEE SHEET 3 <br /> GL 909.55 > <br /> a <br /> C <br /> CL 909.69 � <br /> TC 910.28 9.70 0.¢ D30�1oi523 <br /> g0 <br /> 33' -15" RCP CL V 8` %8 "TEE <br /> 00) 32% TC 910.31 <br /> I�j I , 8 " -11 4 BEND <br /> GL 909.7 + 8"-2a BEND <br /> 8" VALVE <br /> A 1+ <br /> TMH 8' -11 W BEND <br /> s <br /> GL 909.69 <br /> C 910.31 TC 910. ,b PED RAMP °`' SEE SHEET 5 <br /> 33' -18" RCP CL III v <br /> GL 909.72 00.26% <br /> I .. <br /> 1 � 97 00 <br /> 0`TID aO)a 21 <br /> TMH <br /> A. Gl 908.79 <br /> TMH STMH� �. <br /> CL 909.62 909.I3 � C 309.] <br /> TC 909.]2 <br /> iC 909..2 <br /> 32'-15 "RCP CL V F� 0 20 <br /> O 0.32% TC 90 : + V `.:. �^ <br /> s <br /> SEE SHEET 7 C6 SEE SHEET 9 u vil,1. <br /> GL 909.0 <br /> h m m <br /> I m$ I <br /> 92 925 <br /> tow PgHT EL V e 91006 .:: ICH POINT _E EV. a 910.5 <br /> LYW _: PCIN7 ST = 5 +73.24 - IV PONT 5 A 6 +999 1 - - - MU STA = 5 +73.15 - :PN STA - 7 +00 <br /> _920 L PVI ELEV 910.00 _ '.PN ELEV =_ 910.63 _ -. -_. 920 <br /> -- _ m - ' -. - _- . -_ <br /> n n .. �n ar _. n yl: A D. 0.99 m n <br /> -_ ud o.:: K .13 o _ :: o:. K t _. <br /> 915 m <br /> -� - -- - - f_915 <br /> m m so DO- <br /> DO VC w soo've. <br /> 910 - OB 910.01 - -- "' TOP 970.08 FINISF�ED Q CRADE <br /> - _ -- -- 1 -0. - -- _- 909 <br /> - UB RADE PROFIL <br /> _ -TOP <br /> S .... <br /> 0636 SE- 54 15 - - 186 -21 R P CL III 0023% /O5' 21` R�P. CL el O 23% _ - P roWA " 905 : : 906.05 SE OS NW -- _ - 71' 21' RCP CL III 0.25X <br /> - R .. OS 9 SW _ 7 90538 E - i 905.14 w - _ n 9 05 <br /> .CL V O 0. ;-. 05.00,E­ .: , - ::, 905.14 E 900.44 N G4 E <br /> 9OO 488'- PVC wATE AIN 1 900 44 $ 66' 8" VC $ANITAR <br /> 4'- ` P SANITARY 06.40% TA 9O0 <br /> RP' Oi __ - . -.._.. _. -. _... 900 7 ___ _. <br /> 899.80 E <br /> 898.a0 : 98.E 227 8 $ANI 79 � <br /> 899.70 W <br /> 5 598.79 S I I <br /> OVERBURY ATER _ MA IN 1 - -_- <br /> TO MAINTAIN 18' VERT <br /> ry SEPERATI BETWEEN <br /> WATERMAIN ANO <br /> SANITARY EWER <br /> +6 + ++ + + e 1 <br /> 4 KR®r <[fl \FY \11nS \VA$ ft., SPCfbKATDN. N0. DAR BY riEM4M msc,pi 1325 ENERGY PARR DRP,E 91EEr ND. - <br /> DESCNED BY: °U JOB DAZE: MAY 1998 w KR l u5 R AMD By,A m U.AT .r MSC\ ST. PAUL, MINKSOTA 55108 CITY OF CENTERVILLE SANITARY SEWER. STORM SEWER AND WATERMAIN 4 <br /> DRAWN BY. RKM J09 NUMOER 26D069M SVRRN9Pl AND i"nr. w A My RCOSRRED _ 612 <br /> BCi[59CNn NGNEER UNDVN 1 L.1 0( 1Nf ( 1 61a - a]69 <br /> APPROVED: - -- CAD DAZE:!JRY 1996 5,AM a PARKVIEW ADDITION MEADOW LANE a <br /> CAD PILE: 260089 -2 DAR - �DND. s=CNSUVN R. Green Company STA 5 +00 TO STA WOO <br /> ENGINEERS 17 . <br />