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32 <br />30 <br />26 <br />iME <br />22 <br />16 <br />14 <br />SCALE: 1" = 20' HORIZ <br />1" = 2' VERT <br />— 30.00' <br />2.00' ---1 SEE SHEET 6 <br />�, <br />I RESTRICTED <br />(ACCESS <br />L <br />STREET NAME SIGN <br />l STD.DWG. R-23. <br />/ 01 = 90' <br />R = 30.00' <br />L = 47.12' <br />---------- <br />= HANDICAP RAMP <br />STD DWG R -10b 10, PUE <br />TC 30.00 S=0.0025 TC 29.80 <br />W <br />IADO - CAFFESE DR. <br />. <br />PLACE SURVEY I <br />MONUMENT FRAME <br />AND COVER. SEE <br />STD DWG R-28 j I <br />LC <br />� IIc <br />II <br />it <br />I <br />II <br />I <br />II <br />I <br />II <br />W I <br />I <br />fr�0 <br />1 <br />I <br />it <br />0 <br />rn <br />0 <br />F-• <br />N <br />i t----_- <br />aArem <br />ME! lm <br />2+00-- <br />In <br />TC 30.00 S=0.0025„— TC 29.80 <br />RAMP <br />STD <br />10 PUE - - - <br />= 90' <br />R = 30.00' <br />L= 47.12' <br />RESTRICTED , r <br />ACCESS <br />I <br />I <br />F � I <br />SHEET <br />N <br />LO <br />AS TO NEW SANITARY SEWER <br />r <br />a <br />m <br />v~i <br />Q � <br />N <br />9 I <br />z a. <br />z � <br />W <br />azo <br />I� <br />00= <br />_j� <br />I�1 <br />xn o <br />•� <br />I <br />N = <br />I I <br />� o~ <br />I RESTRICTED <br />(ACCESS <br />L <br />STREET NAME SIGN <br />l STD.DWG. R-23. <br />/ 01 = 90' <br />R = 30.00' <br />L = 47.12' <br />---------- <br />= HANDICAP RAMP <br />STD DWG R -10b 10, PUE <br />TC 30.00 S=0.0025 TC 29.80 <br />W <br />IADO - CAFFESE DR. <br />. <br />PLACE SURVEY I <br />MONUMENT FRAME <br />AND COVER. SEE <br />STD DWG R-28 j I <br />LC <br />� IIc <br />II <br />it <br />I <br />II <br />I <br />II <br />I <br />II <br />W I <br />I <br />fr�0 <br />1 <br />I <br />it <br />0 <br />rn <br />0 <br />F-• <br />N <br />i t----_- <br />aArem <br />ME! lm <br />2+00-- <br />In <br />TC 30.00 S=0.0025„— TC 29.80 <br />RAMP <br />STD <br />10 PUE - - - <br />= 90' <br />R = 30.00' <br />L= 47.12' <br />RESTRICTED , r <br />ACCESS <br />I <br />I <br />F � I <br />SHEET <br />SEE SHEET 8 <br />f <br />f <br />f <br />f <br />NOTE: I <br />EXISTING OVER -HEAD POWER I <br />LINE TO BE RELOCATED <br />UNDERGROUND AND PLACED <br />INTO 10 -FOOT PUE BY �� I <br />UTILITY COMPANY.J <br />/ <br />600 <br />— — — — — — — — — — — — — — — — ----� <br />/ f <br />INSTALL 60 LF 4-A I <br />STD BARRICADE (TYPE A) 7SEE ET I <br />�DWG.SRE2 L$OR DETAIL MH #3 <br />INSTALL <br />- - BUILD TEMPORARY 3+00 TEMPORARY - - <br />aV" DITCHES CATCH BASINS <br />\� GRADE TO DRAIN a <br />LAMP HOLE <br />cy, <br />LdLO <br />o Z7 0 <br />Q i _ 0 00 <br />zin:2n <br />w <br />p c!) <br />or <br />a� NV) <br />Z0 <br />U <br />FUTURE <br />DEVELOPMENT <br />I`\ (BY OTHERS) <br />c -- <br />0 <br />w <br />A <br />A <br />-------------------------------------- <br />1.5' 1.5' <br />T <br />0.2' TO 0.5' <br />1 I <br />SIDES TO BE <br />SECTION A -A 3:1 OR FLATTER <br />(NOT TO SCALE) <br />60' P.U.E. AND <br />FUTURE CAFFESE DRIVE 1 <br />5+00 W <br />4+00 - �- � �^f !� V) <br />EASEMENTS <br />.M. . ,:� :Uc32 <br />. . . . . . . . . +.. . . . . . . . . . . . . . . . . . . <br />O ,N <br />�' Q <br />�L�L <br />0- N: �: : : EXISTING GROUND...................... s=.0.0.025. . . . . . . . . . . . ��...................................... > �...... _ .. Q rck� <br />............................................................................................. 30 <br />��I �l .� i . .�• --. rt.s .. - . - . - - . - - i .Y-' i �r i .1.�- - �' r - �- - U+- - -. w..��.1- .�. �5• rte- <br />. --------.--.-----------�.-----_----w---------��-If. <br />!�- - <br />� 28 <br />BOTTOM OF "V" DITCH IN5TAU CB <br />................................................................................................... <br />R STD <br />. BOTH SIDES .18" RCS GLASS JUL.� D1n/G l0-15 <br />INLET, LT: & RT., <br />SEE SHEET <br />DWG..FOR.DETAIL 26 <br />EX I ST. Er - <br />SEWER <br />31 L.F.- <br />.3gL.'_.............................................................................. <br />r, <br />S = D.0? <br />CLAMP HOLE ��A <br />:.-.. .........,.....-..ti���::.............................................:24 <br />tK �- <br />� <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . ��J. - .�� . . . . . . . . . . . . . . . . . . . . . . . . . .314 LF. 18" :HDP(; SD S - .0.002 . . . . . . . . . . . . . . . . . . . - . . . . . . . <br />......... ....... ..................... ......... ��...................................:.......... ...... 22 <br />............................................ell. ................................. ......... .............. ..........................................: <br />CA: 800-642-2444 <br />. . . . . . . . <br />....... ........ ............................... w ip <br />7`�� 2.30— LF ..1.2":. S.EUVE.R - ® . S=0.002 <br />PLUG END sir rVW1'�- <br />.................................... <br />................................................... .. <br />14 <br />7 .................... :................ :...................:...................:...................:...................: <br />P jEN SURV _FY <br />0= C=> A N `."sf._ <br />801 17th STREET, SUITE `F', MODESTO, CA. 95354 <br />PH: (209) 528-9724 FX: (209) 528-0472 <br />r <br />N <br />LO <br />AS TO NEW SANITARY SEWER <br />r <br />a <br />m <br />v~i <br />SEE SHEET 8 <br />f <br />f <br />f <br />f <br />NOTE: I <br />EXISTING OVER -HEAD POWER I <br />LINE TO BE RELOCATED <br />UNDERGROUND AND PLACED <br />INTO 10 -FOOT PUE BY �� I <br />UTILITY COMPANY.J <br />/ <br />600 <br />— — — — — — — — — — — — — — — — ----� <br />/ f <br />INSTALL 60 LF 4-A I <br />STD BARRICADE (TYPE A) 7SEE ET I <br />�DWG.SRE2 L$OR DETAIL MH #3 <br />INSTALL <br />- - BUILD TEMPORARY 3+00 TEMPORARY - - <br />aV" DITCHES CATCH BASINS <br />\� GRADE TO DRAIN a <br />LAMP HOLE <br />cy, <br />LdLO <br />o Z7 0 <br />Q i _ 0 00 <br />zin:2n <br />w <br />p c!) <br />or <br />a� NV) <br />Z0 <br />U <br />FUTURE <br />DEVELOPMENT <br />I`\ (BY OTHERS) <br />c -- <br />0 <br />w <br />A <br />A <br />-------------------------------------- <br />1.5' 1.5' <br />T <br />0.2' TO 0.5' <br />1 I <br />SIDES TO BE <br />SECTION A -A 3:1 OR FLATTER <br />(NOT TO SCALE) <br />60' P.U.E. AND <br />FUTURE CAFFESE DRIVE 1 <br />5+00 W <br />4+00 - �- � �^f !� V) <br />EASEMENTS <br />.M. . ,:� :Uc32 <br />. . . . . . . . . +.. . . . . . . . . . . . . . . . . . . <br />O ,N <br />�' Q <br />�L�L <br />0- N: �: : : EXISTING GROUND...................... s=.0.0.025. . . . . . . . . . . . ��...................................... > �...... _ .. Q rck� <br />............................................................................................. 30 <br />��I �l .� i . .�• --. rt.s .. - . - . - - . - - i .Y-' i �r i .1.�- - �' r - �- - U+- - -. w..��.1- .�. �5• rte- <br />. --------.--.-----------�.-----_----w---------��-If. <br />!�- - <br />� 28 <br />BOTTOM OF "V" DITCH IN5TAU CB <br />................................................................................................... <br />R STD <br />. BOTH SIDES .18" RCS GLASS JUL.� D1n/G l0-15 <br />INLET, LT: & RT., <br />SEE SHEET <br />DWG..FOR.DETAIL 26 <br />EX I ST. Er - <br />SEWER <br />31 L.F.- <br />.3gL.'_.............................................................................. <br />r, <br />S = D.0? <br />CLAMP HOLE ��A <br />:.-.. .........,.....-..ti���::.............................................:24 <br />tK �- <br />� <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . ��J. - .�� . . . . . . . . . . . . . . . . . . . . . . . . . .314 LF. 18" :HDP(; SD S - .0.002 . . . . . . . . . . . . . . . . . . . - . . . . . . . <br />......... ....... ..................... ......... ��...................................:.......... ...... 22 <br />............................................ell. ................................. ......... .............. ..........................................: <br />CA: 800-642-2444 <br />. . . . . . . . <br />....... ........ ............................... w ip <br />7`�� 2.30— LF ..1.2":. S.EUVE.R - ® . S=0.002 <br />PLUG END sir rVW1'�- <br />.................................... <br />................................................... .. <br />14 <br />7 .................... :................ :...................:...................:...................:...................: <br />P jEN SURV _FY <br />0= C=> A N `."sf._ <br />801 17th STREET, SUITE `F', MODESTO, CA. 95354 <br />PH: (209) 528-9724 FX: (209) 528-0472 <br />r <br />`CAFFESE DRIVE <br />PLAN AND PROFILE <br />STA. 1+00 TO STA. 6+00 <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />NV: 800-227-2600ow <br />JL�/iLC: fl: I= LL <br />V: 1 " = 2' <br />OWENS DESIGN CONSULTANTS DRAWN DLJ <br />23570 So. Olive Avenue DESIGNED <br />Rion, CA. 95366 CHECKED <br />(299) 599-5224 BAA <br />A -o1 rii -r <br />9259 <br />8/22/95 <br />0 <br />�s <br />DEPARTMENT OF PUBLIC WORKS <br />CITY OF STOCKTON, CALIFORNIA <br />AS TO NEW SANITARY SEWER <br />APPROaDoDA ' : c L <br />( ITY ENGINEER, STOCKTON, CA. <br />`CAFFESE DRIVE <br />PLAN AND PROFILE <br />STA. 1+00 TO STA. 6+00 <br />LIGURIAN VILLAGE <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />NV: 800-227-2600ow <br />JL�/iLC: fl: I= LL <br />V: 1 " = 2' <br />OWENS DESIGN CONSULTANTS DRAWN DLJ <br />23570 So. Olive Avenue DESIGNED <br />Rion, CA. 95366 CHECKED <br />(299) 599-5224 BAA <br />A -o1 rii -r <br />9259 <br />8/22/95 <br />0 <br />�s <br />