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'ON 133HS 83MY80 3V4VN 311.d Construction See Sheet No . 9 DwyConform ECR 25BCR 6+0 DwyConform Dwy Conform 24.5' to CL 95,47 9 95.46 24.5' to (i 24.5' .to rt Dwy Conform Dwy Conform 24.5'1 to CL I 24.5' to CL Ucw �� Nn " w Conform 6 r 4A Ln� 95.57 DI Grate 24.5 to � o N _ I n G7 Tr V V) �` � ry sis• ? WM (D 40* W04 (D W J � 23 EP EP 24 25 E rn 26 MENDOCINO AVENUE w 28 .-� z wG D `; z O o W C o z - - - - -- -- C - - - - - -- - - - - - - - - ---- - C�I - - s� M �h - NWA 0090 _ Dwy Conform I I Walkway 0090 6 v0N " % GSW 24.5 to I I I I I Conform caw o Dwy Conform Dwy Conform Dwy Conform Dwy Conform 24.5' to CL °�' n* 24.5' to CL Remove Hedge 24.5' to rr 24.5' to CE Dwy Conform 24.5' to �* ECR 25+67 BCR 25+97 Existing 12" Dia RCP ® back of walk • 24.5' to 95.68 I 95.72 to remain in place See Sheet No, 9 Existing 12" Dia RCP to remain in place Sta. 25+81 Mendocino Avenue * Reconstruct 18" SDI per = Sto. 4+34 Wallace Avenue 18" Storm Drain Inlet Modification Detail on Sheet 2 PLAN SCALE 0 20 40 SCALE IN FEET ASSUMED DATUM: d.................................... .. .... ....................... ............ .. ..'.. .. ...:...................'......... ... ..... ..... ..... .... . Water and as lines a ths: and locations are :not shown Top FH (Northeast Corner :: ; :profile: It shall be the Contractor's sae res onsaiilit ..... ..... ..... ..... ...... ....... ..... of Wisconsin Avenue and P on to protect all existing ut'I'ties. Y :.........:.........:.........:.........:.........:....... ........... ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... Mendocino Avenue) 9 .84 . 98 98 ................................................ .... Sia..23+0.0.....'.........:.........: .. ..... ..... ............... .......................................:............... :.. ..... : : : : : : Sta 24+OQ ..,..... Sia 28+00.. .. .. EIev :96.32 : _ Sto 25+00 St El26+83.. 5 96 05 Sia 26+00 Sin 27100 : I - 6.2 EIev-96.14 5 rL 5to 26 F31 : E ev=9 4 : EIev=95.96 • � EIev=96.00 : EIev=96.04 . IeY 95 90 EIev=95.90: Sta Lt & Rt FL ; NeW CL Glrade Lt & :Rt FL E .. .. : E 'sta+ig.. .Gra .. 96 --- _— -- —}-- —_------- —$�— _ - _ 47 -- -- ---_-- — 96 -- 9.2 .. .. . . . — - --- .,.,.. _ — _ — -0.18 - ---- --- _--:4.21!4:_ -- FL (Rt)=— =�2$� - - - - - - - -- CD :.. :.. ..... ..... ..... ..... ..... FL Lt Fl Lt r i ; �: 94 94 a ..... ..... ..... .... ..... ..... ..... ... ................................... .......................................... .. ..... .. .. .. .. ..... :.. ..}7econstfuat...18...SDI'.. ...Reconsfruct..1:8...SDE.. Redanstruirt..18...SDI... Renonstruct..].8..SDI..:.. O : _ _ _ _ ) CD o - - - = Grote 6Elev (195.517 - Sta 25+34 (t:4 Lt): Sto 25+34 (14 Rt) Std 26+31 (14: Rt Grate Eiev :95.57 : Grate EIev 95.57: Grate Elegy 95.57 .......... .........:. .. .:....... ..... ..... ..... ..... _ _ - ev t 93.00 :.. . .. ....... IAv..E�. ....... .. . ev 92.96 : Inv EIev 93.07 : : : Inv: EIev ;- 93,01 Inv. EI : : z 92 ........ .........:.........:.........:.........:......... .... i O 92 0 LLJ 0 2 4 VERTICAL ; • CJI: 90 SCALE IN FEET J 90 } 0 20 40 „ z HORIZONTAL .. '. SCALE IN FEET .......... ......... ......... ................... o 3 iii STA. 23 24 25 26 27 28 Z DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL c iv 11/06 '/ COUNTY OF SAN JOAQUIN SCALE PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION , NO. SHEETS �oslrira 3/07 'Y '� 4�"l0 - Nl��/o /1. s y/�o� A S SHOWN PHASE 3 4 12 a FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE \PR0JWT\7007\M:CO-Ory CWO Ph-r%R o\ MCC]Prof\4+9\�C N iNtl Plm y