Laserfiche WebLink
m <br />t <br />m <br />27 <br />10' P.U.E. <br />�+ <br />28 <br />STA 20 + 00 JOSEPHINE DRIVE <br />STA 70 + 00 MARINO DRIVE <br />2 <br />SEE SHEET 18 <br />00 <br />N <br />4_2TC. <br />00 <br />5 <br />20 0 If8' <br />5 <br />N <br />o <br />12 <br />N <br />SEE SHEET 19 <br />20 10 <br />Z° 38 <br />fZ <br />STA. 20 + 15 <br />ECR <br />STA. 20 + 45 <br />BCR <br />4 <br />8 21+00 <br />STA. 20 + 45 <br />BCR <br />STA. 20 + 15 <br />ECR <br />37 <br />21 <br />N <br />N <br />+0 <br />22+00 <br />N <br />+ <br />0 <br />39 <br />f N <br />a N <br />+ <br />to <br />0 <br />5 <br />W 23tW <br />8 SS <br />y <br />M <br />N <br />(n N <br />A + <br />S <br />m 00 <br />36 <br />23 <br />P. <br />P.U.E. <br />12 SD <br />z.mm--- <br />° BLOSSOM <br />-av,1EPrrrrE <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1"= <br />00 <br />w <br />OD + <br />{, <br />�, <br />2+w0 <br />9' <br />w <br />+ <br />v <br />Lh <br />LANE <br />DR/loIE— <br />4' <br />24 00 <br />40 <br />N <br />a + <br />+ <br />N Oo STA. 25 <br />x cn <br />m STA. 25 +ECR 8 <br />5'(TYP.) <br />25w0 <br />3 6 <br />a STA. 25 + 28.57 <br />N ECR <br />N � <br />< _" ST <br />� <br />m o <br />35 <br />25 00 <br />°2 <br />+ BCR <br />5 <br />5 <br />C <br />S EE <br />SEE SHEET <br />0D <br />1 <br />2 <br />c <br />N <br />En <br />8 <br />SHEET 14 <br />26 oo <br />13 <br />STA 25 <br />STA 25 <br />10' <br />P'UZ <br />4 <br />5 <br />+ 77.54 JOSEPHINE DRIVE <br />+ 41.32 CASTELLO DRIVE <br />(T(P,) <br />27 00 <br />LEGEND <br />AC. ASPHALT CONCRETE GB GRADE BREAK <br />TOP OF CURB (TYP.) TYPICIAL <br />W WATER SS SANITARY SEWER <br />SD STORM DRAIN INV INVERT <br />E/P EDGE OF PAVEMENT <br />� SEE CONSTRUCTION NOTES <br />F. F. FINISH FLOOR 2 <br />P.U.E. PUBLIC UTILITY EASEMENT EX. POWER POLE <br />STA. STATION PROPOSED STREET LIGHT <br />CL <br />EX EXISTING <br />OG ORIGINAL GROUND <br />• PROPOSED STORM DRAIN MANHOLE <br />r PROPOSED WATER WALVE <br />■ PROPOSED CATCH BASIN <br />f� PROPOSED FIRE HYDRANT <br />CONSTRUCTION NOTES <br />01 INSTALL CATCH BASIN SEE DETAIL SHEET <br />(2 INSTALL AC DIKE SEE DETAIL SHEET <br />© INSTALL I" WATER SERVICE PER S.J. CO. STD. PLAN CW -W8. <br />® INSTALL FIRE HYDRANT PER S.J. CO. SID. PLAN CW -W18. <br />OS FACE OF CURB RADIUS = 30' <br />g INSTALL <br />LlN4" SEWER /ISERVICE �PE S.J. CO. SID. PLAN S -7A. <br />08 INSTALL BLUE REFLECTIVE MARKER 1' OFF CENTERLINE(PYP) <br />r �- <br />!` l G�\'S •��/b <br />J <br />If <br />of <br />x e <br />003 <br />cji <br />CID <br />r <br />r <br />r <br />N=n 70w <br />, <br />& MURPHY <br />W <br />III fill <br />DI110N <br />CONSUL TING CI WL ENGINEERS <br />EF <br />9- <br />ENGINEERING PLANNING • SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />^ — <br />IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />CASTELLO ESTATES <br />INSTALL _301_ <br />- <br />'OSERO"'c DRIW ° BLOSSOM LANE <br />rni- <br />STA. 20 + 00 TO STA. 25 + 77.54 <br />APRIL, 2000 <br />SAN JOAQUIN COUNTY <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42EL: 138.58 <br />SHEET <br />° <br />STREET NAMES <br />11 —03 <br />DRAWN BY: S.M./M.T./S.S. <br />DESCRIPTION: <br />CAP S W CORNER OF <br />CONCRETE CULVERT 114 NORTH <br />OF MAC EARTHUR ROAD. WEST SIDE <br />17 <br />LOT CHANGES <br />1 1 —03BRASS <br />DESIGNED BY: J.M. <br />F 30 SHEET <br />GRADE CHANGES <br />11-03 <br />CHECKED BY: C.D. <br />J9%7N0. <br />0ay. nM' 9977M7 <br />AS BUILT BY: BH 11-03 <br />