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'ON 133HS 83MY80 3WVN 3113 <br /> END RECONSTRUCTION <br /> \ <br /> Conform 97.15' <br /> ECRWALLII�CE AVENUE ` <br /> Sto 10+85 (87 Lt) <br /> Dwy Conform <br /> 25,5' to R/W I (Dm <br /> mo <br /> o <br /> CD O <br /> (� <br /> . 4 <br /> W W(D N EP " <br /> (DWALLACE AVENUE w W <br /> `+ 10 EP = , <br /> l z Conform Sto 11+35 <br /> O s <br /> J4. <br /> O <br /> I + <br /> Walkway Conform 00 6 <br /> 25.5' to z <br /> Constructionh <br /> RW <br /> Sto 11+4ECR 96'g8 <br /> f <br /> PLAN SCALE Rte <br /> gta 11+48 93 99 <br /> Conform g6' I I <br /> I 4 <br /> 0 20 :. :40 <br /> I <br /> SCALE IN FEET 1 11 <br /> ASSUMED DATUM: <br /> ......... .........:.........'.........'.........'.........'...... � Sta :11+35 E ......... . .'......... ... . . ......... .... <br /> ..... .....ToP FH (Northeast Corner .........' ... ... .. . ....... ..... ..... C. E;ev=58:40 : ...... .... .... <br /> i <br /> Sia 11 +00 <br /> of Wisconsin Avenue and Water and gas: lines' :depths and locations are not shown <br /> .................................................:......... .........:.........I......... ......... . ...... <br /> Sta 10+89 .. on . .rofil.g,.... lt...s.holl be the Contractor of r s on i iii <br /> Elev-97 61 <br /> Sto 1D+48 : :Elev @7:36.. .. . P 5... ...g....�..R... .�...ty. ...... ..' .. <br /> Mendocino Avenue)=97.84 : I = 6 J to: protect all existing be. <br /> 98 StoElev 96.77 : Ex sting � Gra <br /> 10+00 <br /> E ey 9 .944 i de <br /> ..................................................................................: .........:.... <br /> .. ............:.. .. <br /> 98 <br /> • New CL Grade — <br /> .... .. ..... ..... ..... ..... ..... ..... ..... ..... 1_02%i <br /> __.�� ..... .t. ..... ..... .. <br /> .. ..:.. • ..:.. ..�.`:.:....�.. ..:.: .. .. ..:.. ..:.. ..:.. ..... ..t. . <br /> • FL (Rt) <br /> 7-y <br /> 96 > 0 I I <br /> ..... ..... ..... ..... ..... ..... ..... ..... :....... _ <br /> .. .. .. <br /> .. .. .. <br /> .. .. <br /> C� Grade Break <br /> (D 96 <br /> Sto : 10+8 (BCR Rt) :� <br /> Gr•de Break <br /> Elev-96,63 - <br /> _.... -. <br /> . ,. . Uj <br /> ., . ., --: Stn _10+48 (BCR Lt) � ;.. , :.�.,.:'. .. ;......... .._.....'.........'......... ......:..'....... <br /> 94 <br /> E _g <br /> lev 6.61 <br /> ....... ......... .........I..a.RK.......... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... <br /> ...I.. 94 Z <br /> .......:.........:................ <br /> CD o <br /> ............... ..... <br /> ,+ <br /> .... <br /> U <br /> Z � <br /> .........:.. . .... .........:.........:.........:.........:.........:.......... Z <br /> p .. .. .. .. ......... 92 <br /> ..;.. ..... ..... .... ... <br /> Ld <br /> 0 2 4 <br /> VERTICAL <br /> E TICAL <br /> 90 SCALE IN FEET 1 Sanitgry Sewer : 10" SanitarX Sewer <br /> :II <br /> J <br /> U <br /> 0 20 40 <br /> �_9s <br /> HORIZONTAL ss ss <br /> Ssss ss . $$ ss� I n <br /> 5$ <br /> SCALE IN FEET : U <br /> : N <br /> w <br /> 3 <br /> Gi <br /> STA. 10 11 a <br /> DRAWN BY DATE Z <br /> Oven -rte 11/06 PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE WEST COUNTRY CLUB RECONSTRUCTION SHEET TOTAL w <br /> ?�orhiro 3/07 -'�� '���% N�„/b, /"lAs. VAlo COUNTY OF SAN JOAQUIN As sHowN PLAN AND PROFILE N0. S 12TS a <br /> PHASE 3 11 <br /> FILE NAME DRAWER I SHEET NO. ACAD I REVISIONS DATE <br /> rem a wNMVw\roe r n„r w., <br />