Laserfiche WebLink
'ON 133HS 83MV8a 3Y4VN 3113 <br /> N <br /> Construction <br /> Dwy Conform <br /> Dwy Conform DwyConform 28.5' to CE Dwy Conform <br /> Dwy <br /> I 24.5' to CE I 24.5' to ICE I 28.5 to CE Dwy Conform <br /> Dwy Conform Dwy 24.5 Cto�form <br /> I 26.5' to <br /> 27.5' to CEI I 25.5' to <br /> I CEConform �I — — — I <br /> II M M M M .— M M M— <br /> W <br /> W <br /> W -- -_ __. --_---. _ <br /> � /C/� <br /> Vm rn(D <br /> \V <br /> � �! EP 30 31 32 `' � <br /> 29 <br /> N 28 EP MENDOCINO AVENUE CD <br /> 33 CD <br /> _ z <br /> Z - wee _- O <br /> O - <br /> _ y I I I I i _ rn <br /> _ I walkwo <br /> Conform I y . Dwy Conform <br /> Dwy Conform I 24.5' to CE I I Dwy Conform Dwy <br /> Dwy24.5' to CE Dwy Conform I <br /> I 24.5' to CE 24.5' to CE 24.5' to CE <br /> Dwy Conform Place Retaining Wall Dwy Conform <br /> 27.5' to CE at BOW (Tapered Ends) 25.5' to CE <br /> shall be paid under the Minor <br /> Concrete (Curb, Gutter and <br /> Sidewalk) item of work. <br /> Sto 32+35t to Sto 32+49t <br /> (See detail below) <br /> PLAN SCALE Conform to existing frontage �0.80't <br /> 14't <br /> 0 20 40 <br /> RETAINING WALL AT BOW <br /> Not to scale <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> shown ..... ..... ..... ..... ..... ..... ..... ..... ..... ... <br /> ater and as Imes de the and locations are not :.........'.........'......... ....... <br /> W <br /> gq ............. .......................................... ..... <br /> Top FH (Northeast Corner : on profile. It shall :be the Contractor's sole: responsibility <br /> xr utilities. <br /> Avenue and to protect all; existing ..... ..... ..... ..... ..... ..... .......... ..... ..... <br /> of Wisconsin Sia 33+00.. .. .. <br /> .... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... ..... ..... ..... .... ....32+00. . <br /> .. .. .. .. .. .. .. Eley=97.25 : <br /> Mendocino Avenue)-97.84- : Sia 31+00 Sto <br /> 97.05 : <br /> - . <br /> Sia 30+00 <br /> R. Eley '96 85 : 98 <br /> 00 1 <br /> Sts 29+ I v 96.64............. .... ..... ..... <br /> 98 <br /> �.s�... '............ ......:.........:... .. <br /> :.. <br /> .........Sts 28t00.....:......... ......... ......... ......... ......... .........:................. .Eley=96.44. . .. fxrsting � Grade . <br /> Eley=96.24 : - — <br /> t & Rt L _ —� -- � y � -- — — <br /> • -J .... TTt +- .. .t. ..... ..... ..... ..... ..... ... <br /> .. ..... ..... ..... ..... ..... ..... ..... ..... 'WWW.W..� - - <br /> • (D .. <br /> .. ..T.. ..... .... .. '1 <br /> .. .New. 0rade.. _,.,. — — — --- -- — — - - <br /> - — — __ _ - -- 2Q� ---<---- --- - _ _ _ - - - - - — - <br /> �T <br /> T. <br /> — ------ -- . -- -------------�-- ----- - - - - - —` T 96 <br /> -- -------- _ y _ - - - - - y :0.20%' U). ..... <br /> _ ^ .. .. ..... ..... ..... ..... ..... ..... ..... ..... ............... ..... ..... ..... ..... ..... ..... ..... ..... <br /> 96 _ — _ ........ . . <br /> _. _ _._.� ._. .... ._. ..............—...�........................ <br /> ,V .. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ... w <br /> • : : : : : .. ..... ..... ..... ..... ..... ..... ..... ..... ..... <br /> ................... ..... ..... ..... ..... ..... ..... <br /> .....:.........•...................:.........:...................:.........:.........:.........:....... ..... ..... .......;....... ... <br /> : : <br /> a <br /> ..... ..... ..... <br /> .. ..... ..... ... <br /> 4 :.........`:......... .........'....... CD. .. <br /> 94 � <br /> O ..... ..... <br /> ................. ......... ......... ......... ......... .........:......... .........:....... ..... ..... ............... <br /> 0z <br /> Z <br /> Z� <br /> ..... ..... ..... ..... ..... ..... ..... ..... .... ..... ..... ..... o <br /> O 92 <br /> Li <br /> of <br /> ........;....� ..... ..... <br /> m <br /> VERTICAL <br /> SCALE IN FEET <br /> ............ <br /> 90 <br /> 90 .................................................................................................................................................................................................................. <br /> 0 20 40 <br /> HORIZONTAL ,........... <br /> ......................... <br /> .........'......... ......... .........'......... ....... o <br /> SCALE IN FEET : w <br /> 3 <br /> i.i <br /> STA. 28 29 30 31 32 33 z <br /> DRAWN BBY� "" DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SCALE WEST COUNTRY CLUB RECONSTRUCTION SHEET TOTAL U <br /> C�iOren canyes 11/06 COUNTY OF SAN JOAQUIN As SHOWN PLAN AND PROFILE 5. S 12TS a <br /> 2ksWire O6somr 3/07 PHASE 3 <br /> FILE NAME DRAWER SHEET NO, ACAD REVISIONS DATE <br /> •\a�arcr\zro�\r. 0.*y cw ftlyw a\ <br /> YCC 3 he)M:t\dF\�0 FMO P m <br />