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Lu <br />(6 0: <br />(O N <br />o M <br />(o m <br />+ <br />I) <br />00 Z o Lr)M <br />r <br />11 <br />40 <br />Z <br />¢NDw <br />w <br />¢ <br />F -J <br />�p <br />¢ II ¢¢ t; EXIST. <br />N �� all <br />,°� N 00 tug <br />40 <br />VV) <br />)ro-0 <br />az II <br />F- <br />N <br />Jm <br />a z <br />+ � <br />I <br />REMOVE 288' OF 8" <br />96'-12" D.I.P. CULV <br />¢ F-- I- <br />vii , -j z 3 <br />IEXIST. <br />8" W - - I WATER UNE- _ _ _ - <br />- - - <br />_ - - <br />] <br />S=0.21% <br />- <br />r <br />- - - <br />WATER C-900 <br />—1' MINIMUM CLEARANCE <br />12" WATER <br />326' 12" WATER -C900 <br />22' 12"SD S=0.01 <br />\ <br />3 <br />30 <br />30 <br />uj <br />I <br />84' 12"SD S=0.0020 <br />3 p M <br />283' <br />12"SD S=0.0020 <br />51' 12" WATER -C900 <br />M <br />¢ <br />p <br />m o_ <br />o <br />V) <br />NCW�ow <br />J o <br />x¢ > <br />w>00L <br />> F -o <br />00000 <br />_ <br />^F <br />cs <br />C V) <br />�N <br />n0o¢6j <br />torni <br />¢> <br />nMN <br />p WZ> <br />~�'¢W M'- <br />�0_L�o? ~ <br />ro <br />�� <br />M II W <br />II <br />� ~ <br />�Z <br />it <br />W �dW �_Z <br />O <br />n� N M <br />d <br />> <br />+z-iLij <br />Z 00Ww O <br />�OR p <br />H> 4k Ak dp <br />� u') <br />¢ 3~J <br />~� <br />O <br />n.20 <br />>Nz <br />N0ZZO <br />OII <br />m O <br />OU)M <br />rnwoc(D In <br />o <br />inU)D <br />0M <br />V)II (ooM <br />= <br />Mo II <br />+ IN <br />±Iii >>J �04 <br />(D N� <br />00. V)n W.NM� <br />�U) <br />F- UJ � Z <br />N Z a <br />V) C) V) c) z <br />V) U of z <br />V) ww- <br />2+00 <br />3+00 <br />4+00 <br />5+00 6+00 7+00 <br />8+00 9+00 10+00 <br />11+00 <br />12+00 <br />STATE HIGHWAY ROUTE 99 FRONTAGE ROAD <br />SCALE: <br />1"=50' <br />HORIZONTAL z <br />1"=5' <br />VERTICAL <br />LEGEND: <br />OSAWCUT, REMOVE & REPLACE <br />SURVEY MONUMENT FRAME & COVER <br />3" A.C. OVER 10" A.B. PAVEMENT <br />STA 8+00 STATE HIGHWAY ROUTE 99 FRONTAGE <br />STATE HIGHWAY <br />ROUTE NO. 99 STA 1+00 GHANA ROAD <br />EX. LEFT -TURN EXISTING 24"SD <br />SAWCUT AND <br />SYMBOL TO <br />REMAIN 100' TAPER <br />REMOVE EX. 2' <br />EX. PP (TYP•) 100' TAPER PAVEMENT <br />--i---_- ---a-�-��- <br />EX. LEFT/ RIGHT TURN SYMBOL <br />T VERT. CURB 7TYP' i <br />8+00 <br />_--_-_-_-_- <br />®-_---_-_-__ <br />-G'--- <br />__-- - ---�� EX. EP 7+00 <br />- <br />+ 00 <br />a <br />z <br />_-_---_ <br />4;00 <br />_-_- <br />5+00 � <br />0-___-_ <br />0+ <br />�\ <br />20 <br />3+00 <br />(i- <br />--6+0 <br />_ <br />EXEP <br />-- <br />y�--- <br />-- 12"W <br />MAS NRY WALL DESIGN BY OTHER <br />_ <br />TREES <br />CONS TO BER <br />1�_�^____.__ <br />- <br />CONST. <br />T NASONRy <br />0\ <br />W = ._ <br />----------- <br />--------- <br />EX. PP HIGHWAY 99 <br />INSTALL <br />OE <br />w <br />CB - <br />EXIST. <br />_____ <br />'i -_ <br />/ <br />`� _ ( EXIST. <br />X. PLANTER <br />EX. "RIGHT <br />. m <br />ONNECT TO REMAIN FRONTAGE ROAD <br />BL EX. WATER <br />BLOWOFF <br />96'-12"SD EX. UG POST <br />D.I.P. CULVERT <br />PAC BELL TO REMAIN <br />GN BY 0 \ <br />Ty <br />ERS <br />7 <br />\ ?+p <br />�\ <br />12"SD <br />12"SD <br />RDx <br />84'-12" SD SDR 26 <br />��wI I <br />EX. EDGE OF <br />TURN/ 40 <br />�mm <br />EX. TELE. BOX 113'-12"SD SDR26 <br />S=0.0020 <br />PAVEMENT <br />� <br />MPH' SIGN <br />Ko <br />TO REMAIN S=0.0020 <br />\\ <br />\ <br />�i C N W <br />Zm <br />1+81 WM <br />1+84 WM <br />o <br />11 O -1 <br />0_ o <br />o� <br />263'-12"SD <br />SDR 26 <br />PACS- <br />BELL <br />3 <br />+ <br />S=0.0020 <br />STO <br />o <br />SIGN <br />39'-12"SD <br />60 <br />S=0.0020 <br />I 39 <br />p cn <br />a <br />SDR26 <br />I = I SDR26 <br />^' 10 S=0.0020 <br />v v <br />o <br />I <br />m = <br />d <br />r <br />ri <br />1 <br />0 <br />0 <br />i <br />0 <br />0 <br />a <br />STATE HIGHWAY <br />ROUTE NO. 99 <br />39. Z <br />393 <br />391 39 O 391 3 <br />z <br />i <br />800-227-2600 <br />39S 391? <br />390 390 <br />z <br />w <br />-------/ <br />F ORE )Q <br />_ <br />-----�-- `-_�--'S EX. EPN T VERT CU B 390 ri3903 <br />3B9 se 3 3 86 BB <br />w <br />-?913 "' <br />U <br />EX. EP <br />. 39 05 <br />3_� <br />c <br />36 9 <br />OTHER <br />TREES <br />3 <br />rrr/ SA <br />3.3 <br />CONST. MASONRY WALL DESIGN BY <br />T�� <br />TO <br />(6 "� CONST. BE R v <br />QROFESS/pN <br />q <br />P <br />/n <br />IIII <br />38.40 <br />MASONRY <br />otiP^�Y ¢c l �y <br />o <br />HIGHWAY 99 Ep <br />W <br />FRONTAGE ROAD 34.7 FL .o <br />W <br />N OD <br />a/ND <br />DITCH <br />o <br />¢ <br />3p4 FL <br />y NO. 48717 m <br />exrs: 9-3G-2008 <br />0 <br />SERNd' <br />CEXPIRES:( <br />o <br />P <br />a Q <br />48 HOURS PR/OR TO WORK OPERA PONS <br />a� <br />!9 cI V I `00 <br />TF <br />OF CAV�E�� <br />oa <br />REVISIONS <br />WONG ENGINEERS INC. <br />JOB NO.: 3553 <br />LAS PALMAS ESTATES SAN JOAQUIN COUNTY, <br />SHEET <br />UNAUTHORIZED CHANGES AND USES: <br />NO. <br />DESCRIPTION <br />DATE <br />BY <br />� <br />DATE: JULY 2007 <br />CALIFORNIA <br />THE ENGINEER PREPARING THESE PLANS WILL NOT <br />FOR, CHANGES <br />BE RESPONSIBLE FOR, OR <br />Il <br />f� <br />I <br />PLANNING ENGINEERING SURVEYING <br />4578 FEATHER RIVER DRIVE, SUITE A <br />SCALE. 1"=50' <br />LIABLE UNAUTHORIZED TO OR USES <br />OF THESE PLANS. ALL <br />I ill{ <br />STOCKTON, CALIFORNIA (209)476-0011 <br />PLAN AND PROFILE <br />CHANGES TO THE PLANS MUST BE IN WRITING <br />AND <br />MUST BE APPROVED BY <br />DRAW EMW AA JK <br />THE PREPARER OF THESE PLANS. <br />���"/ pqTE071307R.C.E.48717 <br />STATE HIGHWAY RTE. 99 FRONTAGE ROAD <br />FIFTEEN <br />of <br />DESIGN: WE <br />CHECKED: ZCW <br />u 117 <br />FILE <br />