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'ON L33HS 83MV80 3WVN 3113 <br /> END RECONSTRUCTION <br /> Conform 97.15' WALLACE AVENUE <br /> St R 10+85 (87 Lt) <br /> CV <br /> f <br /> 7 <br /> Dwy Conform <br /> 25.5' to R/W I rn CO <br /> Cn ++ <br /> CD tos+ oo \ <br /> V <br /> � nt1ILW w w w " <br /> EP — <br /> WALLACE AVENUE <br /> (D _ <br /> r-r 10 EP _ <br /> z A Conform Sto 11+35 <br /> O s o <br /> O to <br /> R�66 <br /> Walkway Conform X <br /> 25.5' to <br /> C <br /> Construction RW t <br /> 42 58' Rt <br /> Sto 1 t+ ECR 96.g8 \� <br /> N \ <br /> • Rte <br /> PLAN SCALE st° tconorm g69g ' <br /> 0 20 40 I II <br /> I II <br /> 11 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> ............................................................:.........:.........:.. .. ... .... ..:.. :.... .. ..... ..... .... <br /> Sto :11+35 <br /> Top FH (Northeast Corner :: � � � Elpv=ss:ao <br /> Sia 11+00 Writer grid gas: lines' :depths and locations are. not shown <br /> of Wisconsin Avenue and sta 10+89 Elev;s7.61 <br /> .. .. <br /> :.. :... .....:......... .........:.........:...............on . .rofiW. It shall Lse...the. Cod#racfor.�.:.SRl6..res onsipilit .. <br /> ............. :Sta 10+48 : � :Elev=97.36 . P.. . � .. P . ..Y ....... .... .... ..... ... ... <br /> Mendocino Avenue)=97.84 : I I Eley=96.9`1 rO _ o: prot existing utilities. <br /> — . _ : <br /> Sia 10+00 isting ( G de <br /> 98 .. Elev,96 77 : 98 <br /> : : : <br /> t ect all ex' ilities <br /> N Ot <br /> ew Grade ��� <br /> 1-02% <br /> ..... — .... ..... <br /> —.7 . ;.. <br /> --- - — �—^ <br /> FL (Rt) <br /> �� 7 � � 0• 4%h <br /> 96 :3sz. <br /> o II <br /> 96 <br /> � ,.. :.. : _Grade Break <br /> 55 <br /> (D : lev�96 3 (BCR Rt) .. M <br /> S 8 R I..(.. .. <br /> CD Gnode Break E 6. <br /> :.....:...:.........:.........:.........:.........:.........:.........:.........:.........:....... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... <br /> W <br /> .:.. ..:.. ..:.. :.. <br /> .. ..Sto 10+48.. .BCR..Lt. . .. ;.. <br /> _ f <br /> E _9 <br /> lev 6.61 <br /> x <br /> � Ia <br /> 94 <br /> I ..... ..... ..... ..... ..... ..... ..... ..... ..... .... .. .. ..- <br /> 94 <br /> �.. .I . <br /> 0 <br /> � I <br /> U <br /> I <br /> N <br /> 92 z 92 Z <br /> I <br /> ..... ..... ..... ..... ; ..... ..... ... ... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... ..... ..... .... ..... ..... o <br /> I <br /> U. <br /> W <br /> 0 2 <br /> 4 ..... ..... ..... ..... ..... <br /> :...................... .. .. .. .. ..;......... ..... ..... <br /> VERTICAL O : <br /> 10": <br /> sa • � I <br /> 90 <br /> rnt ' 10"' <br /> a S S <br /> ewer unit ' <br /> 90 SCALE IN FEET s5—T —� 5s ary Sewer <br /> n <br /> •.....Ss..:.........: <br /> 0 20 40 12 <br /> SST—SSS : S � - <br /> D <br /> HORIZONTAL ......... ......... - .. — .... ..... .. . ..... ... . ..... ... ... o <br /> ................ <br /> SCALE IN FEET <br /> w <br /> 3 <br /> w <br /> STA. 10 11 z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE WEST COUNTRY CLUB RECONSTRUCTION, SHEET TOTAL <br /> 11/06 ,,,Q�y- COUNTY OF SAN JOA UIN PLAN AND PROFILE <br /> �?sjtJtO (.J�JGWL7/!O 3/07 /'� �-�'+L �rr�o N/il/67 �n /yi�15. Y���O AS SHOWN N0. SHEETS o <br /> PHASE 3 11 12 <br /> FILE NAME I DRAWER I S'HEEr N0. I ACAD REVISIONS DATE <br /> W 10717 \0"=r\aorta.ow.wy ar re.aplra\ <br /> IV=]Pmjy \dq\%=N flW Fla, <br />