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'ON 133HS 83MV80 3WVN 3113 <br /> Construction <br /> See Sheet No . 9 <br /> Dw Conform ECR 5 g BCR 6+0 Dwy Conform <br /> y 95.46 Dwy Conform Y <br /> 24.5' to CE 95,47 24.5' to CL 24.5' to CL <br /> Dwy Conform Dwy Conform W m <br /> 24,5'I to I I 24,5' to CL wy Conform ino1A Cn� 9557DI Grate* I I — <br /> � � 24.5' to CL -4 V) <br /> a R M + � <br /> — <br /> C/) <br /> M I I I SII I Q � /�. ss. A W w WM (D <br /> (D to* <br /> m �� w (D <br /> (D <br /> C) <br /> J L' <br /> CD <br /> (D EP w M 27 28 <br /> 23 EP 24 25 D 26 W MENDOCINO AVENUE w <br /> z <br /> w <br /> o <br /> z � � w <br /> • Z WM__ __- <br /> Cil <br /> - -__ _._- --_. . - S�, M 0 4j� N 0o rn <br /> A <br /> Ln 4 �\\ �/ VLn ON <br /> Dwy Conform I I Walkway V-N E 0w <br /> + o Dwy Conform Dwy Conform <br /> 24.5 to I I I I I Conform �w Y <br /> Dwy Conform Dwy Conform 24.5' to CL o* N 24.5 to CL Remove back of Hedge 24.5' <br /> 24.5' to CL <br /> 24.5 to CL Dwy Conform 24.5 to * ECR 25+67 BCR 25+97 Existing 12 Dia RCP <br /> 24.5' to CL 95 68 95.72 to remain in place <br /> See Sheet No . 9 <br /> Existing 12" Dia RCP <br /> to remain in place <br /> Sta. 25+81 Mendocino Avenue Reconstruct 18" SDI per <br /> = Sta. 4+34 Wallace Avenue 18" Storm Drain Inlet Modification <br /> Detail on Sheet 2 <br /> PLAN SCALE <br /> 0 20 40 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> a <br /> Water. an . . .........'.........:......... .........:.........'.........:.........'... <br /> .... . <br /> and li.nes.... epths and locations_.are. not show <br /> Top FH (Northeast Corner on :Profile; It shall be the Contractor's sole responsibility <br /> of Wisconsin Avenue and to protect all existing : utilities, <br /> .......................... ............. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... <br /> Mendocino Avenue)=97.8498: <br /> ..... ..... ..... ... ..... ... . <br /> 98 :..... ... ....... ......... ......... .... ..: ;.. .... Sta 28+00.. ..'.. <br /> to 2 +83...'.. ;.. <br /> Sia .23 f 00 S 5 <br /> EIev=;96.32 : Sto :24+00 Sio 25+00 25+34 EIev=96.05 Sio 26+00 ; 27}00 Elev=96.24 : <br /> 14 EIev=:96.00 : St EIev=96.04 <br /> EIev=96. EIev=95,96 _ 26 31 <br /> Sta 5ta <br /> l� � CL EIev-95.90 CC � EIev . 95.90: <br /> ..... ... ..... ..... ..... .... ..... ..... <br /> (D :.........'.........:.........'............ .... .........:....... :.EDcistiri .. ..Grade..'.. <br /> ................................................... ................................................................................................................. <br /> .............................. . ..:.. ..:.. ..:.. <br /> (D — — :— — :— _ Lt & Rt FL New CL Grade96 <br /> Lt & :Rt FL - <br /> - — — 9 — — - <br /> - — — _. ... —.---.-.. ..... - ..... <br /> 9 .. — .. <br /> 6K 0.31 .... <br /> - <br /> - - _ -_ — — — ——— <br /> (D <br /> (...) ..... ..... ..... ..... ..... <br /> ..................:......... .........:......... .........'.. . ....:.F�..�L ..... ..... ;.. <br /> .... ..... <br /> t). .. F�.. <br /> N : N N M <br /> 94 I '.......f7ecanst'ruct...l8...SDI' Reconsfruct .1: 94 0- <br /> 8...SQf.........'.........'.....Redonstru�t...18.:.SDI .. Rei. SDI..:.. <br /> ..... ..... .......1....... ..... ..... ..... ..... ..... ..... ... <br /> ..... ............� ..... ..... ..... ..... ... <br /> z <br /> ' Sia 25+34 (14' Lt Sta 25+34 (14' Rt) Std 26+31 (14•. Rt) Std 26+31 (14:• Lt p <br /> O : Grate Elev = :95.57 : Grate EIev = :95.57: Grote EIev = 95.57 Grate Elev = 95.5 r <br /> .................. ......... ..... ..... <br /> ............... ..... ..... ..... ..... ..... ..... ..... ..... ............... <br /> Iriv EIev 92.96 Inv EIev 93.07 Inv: EIev r 93.01 Inv. EIev - 93.00 <br /> 92 Z <br /> z <br /> ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... O <br /> 92 <br /> ..... ..... ..... ..... ..... ... <br /> W <br /> o: <br /> VERTICAL CO <br /> 90 SCALE IN FEET ....... ....... ..... ..... ..... .... .... ........... . <br /> .. ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... ... r <br /> .. <br /> 0 20 40 <br /> HORIZONTAL �� ..................... � <br /> SCALE IN FEET : <br /> w <br /> 3 <br /> Uj <br /> STA. 23 24 25 26 27 28 z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> Cin 11/06 COUNTY OF SAN JOAQUIN SCALE PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION , N0. SHEETS o <br /> �oshiro C (rvms 3/07 �� o N/11/o7 / . /7.�s y/�o� <br /> AS SHOWN PHASE 3 4 12 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> MDC 3 Mia\M\WC M r"RM <br />