Laserfiche WebLink
O <br />00 <br />SEE SHEET 11 + <br />102I a S <br />3 79 <br />STA. 40+00.00 COLE WAY <br />STA. 31+71.37 RENA DR. <br />SURVEY MONUMENT <br />FRAME & COVER D ^I <br />Q �I <br />101 <br />I <br />I <br />J � <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />KEEP ALL VEHICLES, EQUIPMENT. TOOLS AND <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />MUST WORK WITHIN 10 FEET OF POWER UNES <br />PLEASE CALL PG&E O 800-743-5000 <br />0 <br />z <br />J <br />J d <br />W- W Q? N W N W <br />U U F- Q a V a U <br />I.iz to < > 01 > <br />ON ON ALYCIA CT. �~ <br />aW aw N �o a w w +F SEE SHEET 13 �^po <br />v~i I~i13 Mew N� +�v~i vw <br />z i Ina `*0, i i aao <br />a Mo + d UQ w \\ N / N <br />Q( 3 <br />0] N N <br />4>� 80 �\\ �I <br />In --�10' P.U.E. /a / cc, <br />41+W <br />ALYCIA WAY <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1 "= 4' <br />�NAMMEN� <br />SCALE: 1 " = 40" <br />LEGEND <br />83 <br />GB <br />GRADE BREAK <br />TOP OF CURB <br />(TYP.) <br />TYPICAL <br />WATER <br />SS <br />SANITARY SEWER <br />STORM DRAIN <br />INV <br />INVERT <br />RIGHT-OF-WAY <br />AC. <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />FINISH FLOOR <br />(� <br />SEE CONSTRUCTION NOTES <br />PUBLIC UTILITY EASEMENT <br />p <br />TC. <br />STATION <br />CENTERLINE <br />PROPOSED STREET LIGHT <br />EXISTING <br />PROPOSED CATCH BASIN <br />W <br />Ak <br />PROPOSED FIRE HYDRANT <br />ORIGINAL GROUND <br />Q <br />PROPOSED WATER VALVE <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SO <br />EXISTING WATER VALVE <br />C <br />. <br />BLUE REFLECTOR MARKER <br />♦ <br />R/W <br />LOW POINT <br />® <br />VALVE <br />SANITARY SEWER CLEAN OUT <br />INSTALL TEMPORARY BLOW OFF PER S.J. CO. STD. PLAN <br />PROPOSED BLOW -OFF VALVE <br />F.F. <br />❑ <br />BACTERIOLOGICAL SAMPLING STATION <br />TOTAL <br />SEE DETAIL ON THIS SHEET <br />Date. y/r//��j ---_ --- <br />TEMPORARY BLOW OFF <br />o+ <br />Any Pers I sing This DrawingShUWN Ven <br />PRIVATE STORM DRAIN EASEMENT <br />FACE OF CURB RADIUS FOR TURNAROUND = 43.00' <br />P.U.E. <br />Q <br />INSTALL TYPE B" BARRICADE PER S.J. CO. STD. PLAN R-24. <br />10' P.U.E. <br />Teo1 <br />5' <br />P.S.D.E.—pZO <br />0 <br />75011 <br />+CLEX <br />N <br />Ly <br />00 <br />F <br />1 <br />OG <br />9 SDMH <br />\rohU <br />I <br />0 SSMH <br />1+1 <br />/ <br />llg <br />7 <br />0 <br />0c <br />7+ym <br />/ <br />0 Z <br />SSCO <br />FGc <br />TBO <br />�� <br />+N <br />Z <br />cWi <br />FV0 <br />vTEMPORARY <br />ROAD RIGHT-OF-WAY <br />r <br />> <br />IM <br />5; <br />EASEMENT <br />+N <br />+� <br />0> <br />"I <br />lr <br />w <br />w <br />O <br />O z W <br />F - <br />Lqw <br />N^ <br />SEE SHEET 11 <br />a <br />F <br />w <br />0 <br />N <br />d <br />3 <br />o=U <br />N <br />3 <br />N <br />N <br />N <br />3 <br />N <br />�Wi <br />Io <br />N p10 <br />+ <br />N <br />a in ri w <br />>< <br />ALYCIA WAY <br />SCALE: <br />HORIZ: 1"=40' <br />VERT: 1 "= 4' <br />�NAMMEN� <br />SCALE: 1 " = 40" <br />LEGEND <br />83 <br />GB <br />GRADE BREAK <br />TOP OF CURB <br />(TYP.) <br />TYPICAL <br />WATER <br />SS <br />SANITARY SEWER <br />STORM DRAIN <br />INV <br />INVERT <br />RIGHT-OF-WAY <br />AC. <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />FINISH FLOOR <br />(� <br />SEE CONSTRUCTION NOTES <br />PUBLIC UTILITY EASEMENT <br />p <br />TC. <br />STATION <br />CENTERLINE <br />PROPOSED STREET LIGHT <br />EXISTING <br />PROPOSED CATCH BASIN <br />W <br />Ak <br />PROPOSED FIRE HYDRANT <br />ORIGINAL GROUND <br />Q <br />PROPOSED WATER VALVE <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />SO <br />EXISTING WATER VALVE <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />. <br />BLUE REFLECTOR MARKER <br />HIGH POINT <br />♦ <br />R/W <br />LOW POINT <br />® <br />VALVE <br />SANITARY SEWER CLEAN OUT <br />INSTALL TEMPORARY BLOW OFF PER S.J. CO. STD. PLAN <br />PROPOSED BLOW -OFF VALVE <br />F.F. <br />❑ <br />BACTERIOLOGICAL SAMPLING STATION <br />TOTAL <br />SEE DETAIL ON THIS SHEET <br />Date. y/r//��j ---_ --- <br />TEMPORARY BLOW OFF <br />Any Pers I sing This DrawingShUWN Ven <br />PRIVATE STORM DRAIN EASEMENT <br />FACE OF CURB RADIUS FOR TURNAROUND = 43.00' <br />P.U.E. <br />Q <br />INSTALL TYPE B" BARRICADE PER S.J. CO. STD. PLAN R-24. <br />Teo1 <br />STA. <br />+CLEX <br />N <br />Ly <br />1 <br />OG <br />9 SDMH <br />0 SSMH <br />1+1 <br />/ <br />llg <br />7 <br />HP <br />LP <br />/ <br />0 Z <br />SSCO <br />FGc <br />TBO <br />RS.D.E. <br />cWi <br />a <br />vTEMPORARY <br />ROAD RIGHT-OF-WAY <br />r <br />> <br />5; <br />EASEMENT <br />+N <br />+� <br />84 <br />w <br />w <br />ASPHALT CONCRETE <br />GB <br />GRADE BREAK <br />TOP OF CURB <br />(TYP.) <br />TYPICAL <br />WATER <br />SS <br />SANITARY SEWER <br />STORM DRAIN <br />INV <br />INVERT <br />RIGHT-OF-WAY <br />® <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />FINISH FLOOR <br />(� <br />SEE CONSTRUCTION NOTES <br />PUBLIC UTILITY EASEMENT <br />p <br />EX. POWER POLE <br />STATION <br />CENTERLINE <br />PROPOSED STREET LIGHT <br />EXISTING <br />PROPOSED CATCH BASIN <br />Ak <br />PROPOSED FIRE HYDRANT <br />ORIGINAL GROUND <br />Q <br />PROPOSED WATER VALVE <br />PROPOSED STORM DRAIN MAINTENANCE HOLE <br />w <br />EXISTING WATER VALVE <br />PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />. <br />BLUE REFLECTOR MARKER <br />HIGH POINT <br />♦ <br />PROPOSED AIR RELEASE <br />LOW POINT <br />® <br />VALVE <br />SANITARY SEWER CLEAN OUT <br />INSTALL TEMPORARY BLOW OFF PER S.J. CO. STD. PLAN <br />PROPOSED BLOW -OFF VALVE <br />FINISHED GRADE <br />❑ <br />BACTERIOLOGICAL SAMPLING STATION <br />TOTAL <br />SEE DETAIL ON THIS SHEET <br />Date. y/r//��j ---_ --- <br />TEMPORARY BLOW OFF <br />Any Pers I sing This DrawingShUWN Ven <br />PRIVATE STORM DRAIN EASEMENT <br />FACE OF CURB RADIUS FOR TURNAROUND = 43.00' <br />All information By irseectinn Tn, q;f,.. <br />a W CONSTRUCTION NOTES <br />N 3 N fn <br />40 + 00 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 46 + 00 <br />DILLON & MURPHY - <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />-- -- - 1820 W. KETTLEMAN LANE, SUITE E LODI, CALIFORNIA 95242 (209) 334-6613 <br />- IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />_ - CARBONA STATION UNIT 2 <br />- ALYCIA WAY <br />STA. 40 + 00 TO STA. 45 + 12.60 <br />NOVEMBER, 2004 <br />- - - SAN JOAQUIN COUNTY, CALIFORNIA <br />--- - REV. NO. DESCRIPTION DATE SCALE: AS NOTED BENCH MI EL:138 58 SHEET <br />DRAWN BY: EK LM DESCRIPTION: 12 <br />DESIGNED BY: B.G. BRASS CAP S/W CORNER OF OF 24 SHEET; <br />- CONCRETE CULVERT 114' NORTH <br />-.- CHECKED BY: C.D. OF LYNNE RD. ON THE WEST SIDE JOB NO. <br />- OF MAC ARTHUR DRIVE. 0005 <br />01 <br />INSTALL VERTICAL CURB AND GUTTER SEE DETAIL SHEET 24 (TYP.). <br />Q <br />INSTALL CATCH BASIN SEE DETAIL SHEET 23 (TYP.). <br />03 <br />INSTALL 1" WATER SERVICE/METER PER S. J. CO. STD. PLAN CW -W8. SEE <br />DETAIL SHEET NO. 23 (TYP.). <br />® <br />INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 23 (TYP.). <br />50 <br />INSTALL FIRE HYDRANT PER S.J. CO. STD. PLAN CW-WI8 DETAIL <br />SHEET N0. 23 (TYP.) AND INSTALL BLUE REFLECTIVE MARKER ON <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />© <br />FACE OF CURB R4DIUS= 30' (TYP). <br />Q <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PLANS S -7A. <br />SEE SHEET 23 (TYP.). <br />® <br />INSTALL CLEAN OUT PER S.J. CO. STD. PLAN CW -Sl 1, <br />C /'°°� <br />RL �.e ® � <br />]'�, /'� <br />D RAWI II G <br />SEE SHEET 23 <br />(�9 <br />INSTALL TEMPORARY BLOW OFF PER S.J. CO. STD. PLAN <br />COfFections By <br />SEE SHEET 23 (TYP.). <br />No Changes By `- <br />® <br />SEE DETAIL ON THIS SHEET <br />Date. y/r//��j ---_ --- <br />Any Pers I sing This DrawingShUWN Ven <br />© <br />FACE OF CURB RADIUS FOR TURNAROUND = 43.00' <br />All information By irseectinn Tn, q;f,.. <br />Q <br />INSTALL TYPE B" BARRICADE PER S.J. CO. STD. PLAN R-24. <br />40 + 00 41 + 00 42 + 00 43 + 00 44 + 00 45 + 00 46 + 00 <br />DILLON & MURPHY - <br />CONSULTING CIVIL ENGINEERS <br />ENGINEERING PLANNING SURVEYING <br />-- -- - 1820 W. KETTLEMAN LANE, SUITE E LODI, CALIFORNIA 95242 (209) 334-6613 <br />- IMPROVEMENT PLANS FOR TRACT NO. 3422 <br />_ - CARBONA STATION UNIT 2 <br />- ALYCIA WAY <br />STA. 40 + 00 TO STA. 45 + 12.60 <br />NOVEMBER, 2004 <br />- - - SAN JOAQUIN COUNTY, CALIFORNIA <br />--- - REV. NO. DESCRIPTION DATE SCALE: AS NOTED BENCH MI EL:138 58 SHEET <br />DRAWN BY: EK LM DESCRIPTION: 12 <br />DESIGNED BY: B.G. BRASS CAP S/W CORNER OF OF 24 SHEET; <br />- CONCRETE CULVERT 114' NORTH <br />-.- CHECKED BY: C.D. OF LYNNE RD. ON THE WEST SIDE JOB NO. <br />- OF MAC ARTHUR DRIVE. 0005 <br />