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OD <br />ZO <br />+ <br />N <br />Z <br />�' <br />\ <br />25' P.G. & E. <br />\ <br />EASEMENT <br />SCALE: i" = 40' <br />p <br />x <br />X <br />V A <br />1982 OR 127 <br />6 <br />EX� WALL <br />Q <br />EX. <br />10' <br />EASEMENT <br />\ <br />P.S.D.E. <br />I.N. <br />88011135 \ \ <br />G <br />III <br />�- <br />-_-_-_-_-_-_-_-_----<EX. <br />--- <br />1z° <br />-----� <br />So <br />----------------$--- <br />•�O <br />III <br />v <br />LEGEND <br />EX. <br />10' <br />P.U.E.--i <br />\ <br />\ <br />III I <br />I <br />�--EX. <br />10' <br />P.U.E. <br />\ <br />\ <br />\ <br />00 <br />III <br />w <br />0 <br />0 <br />O <br />0 <br />O <br />A <br />A <br />\ <br />•� <br />\ <br />FH FIRE HYDRANT <br />w <br />°° <br />w <br />w <br />o <br />o a <br />n <br />w <br />(n <br />w <br />Lq <br />w <br />in <br />w <br />0 <br />w <br />\ <br />AC. ASPHALT CONCRETE <br />> <br />° <br />N <br />0 <br />M <br />N <br />> <br />o <br />-) <br />M <br />> <br />n <br />9 <br />* <br />of <br />\ <br />\ <br />TC. TOP OF CURB <br />+ w <br />+w <br />+ <br />w <br />+w <br />rr <br />° <br />N <br />I , m <br />n �' <br />> <br />Of <br />> <br />\ <br />W WATER <br />� <br />N <br />V) <br />N <br />+ <br />+ C) <br />rn <br />zJ ` W <br />+w <br />N+ <br />� <br />w <br />+w <br />N+ <br />Of <br />w <br />+3 <br />o <br />\ <br />�• <br />SD STORM DRAIN <br />0 <br />' w10 <br />i <br />o <br />w <br />M <br />co <br />~ <br />+ <br />r <br />O <br />ron° <br />00 <br />M <br />K) <br />O1 <br />M <br />m <br />\ <br />G <br />EP EDGE OF PAVEMENT <br />12 rn <br />Q 3 <br />aw 11~ <br />Q <br />3 <br />a~ <br />q <br />M <br />o <br />III ' <br />8 I� <br />z a W <br />w <br />w <br />9 <br />w <br />w <br />8 <br />Q �F��jS \ <br />F.F. FINISH FLOOR <br />rn <br />a <br />3 <br />I. <br />a <br />a <br />3 <br />10 <br />Q <br />o <br />_N <br />d <br />H CV <br />III D <br />� o Lu <br />W <br />I-! <br />d~ <br />Q <br />o< <br />d~ <br />co <br />Q <br />a <br />\ �� 5F .� A <br />P.U.E. PUBLIC UTILITY EASEMENT <br />N <br />v <br />N <br />N <br />N <br />� <br />m <br />0 <br />(n <br />3 <br />to <br />W <br />(n <br />3 <br />N <br />1n <br />�� <br />STA. STATION <br />+ v <br />+ <br />+` <br />III <br />III <br />o o <br />o Ho <br />c i <br />\ <br />CL CENTERLINE <br />to 00 <br />ren <br />M <br />III <br />+ +M <br />D <br />+ <br />\ <br />\ <br />EX EXISTING <br />°° <br />N �' 10' <br />P.U.E. <br />/ <br />N <br />0 <br />�' \ <br />M `� <br />d r <br />(� <br />\ \ <br />OG ORIGINAL GROUND <br />SDMH PROPOSED STORM DRAIN MAINTENANCE HOLE <br />- - - <br />- - - <br />/ <br />-- _ <br />- <br />7 <br />3 <br />6 <br />N 0 <br />�7 <br />d <br />/ \ <br />\ <br />\ <br />SSMH PROPOSED SANITARY SEWER MAINTENANCE HOLE <br />II <br />10 P.U.E. <br />25' P.U.E. ( <br />LOT A \ <br />\ <br />HP HIGH POINT <br />IIII I <br />III <br />�- <br />\ <br />- --- <br />,2.5 <br />17A_ <br />- <br />- <br />\ <br />(STORM <br />LP LOW POINT <br />8„ w <br />II <br />_ __ <br />_ _ <br />\ <br />SSCO SANITARY SEWER CLEAN OUT <br />11.7 <br />OND) \ <br />\ <br />m + 00 <br />35 <br />00 <br />35 + <br />00 <br />37 + 00 <br />I <br />III <br />8 <br />38 <br />+ 00 <br />39 + 00 <br />40 + 00 41 <br />00 <br />\ <br />FG FINISHED GRADE <br />_ - <br />- <br />- <br />-- <br />18" <br />SD <br />- <br />*ISI <br />If <br />I\ <br />A <br />(T) TOTAL <br />6" SS <br />-I <br />- - - <br />- '`r - - 4:1 <br />V <br />\ <br />GB GRADE BREAK <br />-- <br />8 <br />I <br />(TYP.) TYPICAL <br />_ <br />_L <br />_12.5'- <br />-- <br />- <br />- <br />I <br />120.00 TOP <br />0.00BTT <br />110.00 BOTTOM <br />\ <br />\ <br />SS SANITARY SEWER <br />INV INVERT <br />--- - <br />- <br />-----� <br />10-12.5 <br />/ <br />\ <br />R/W RIGHT-OF-WAY <br />0 <br />10 Pcli.U.E. <br />\ <br />l <br />-II- <br />0 <br />\ <br />SEE CONSTRUCTION NOTES <br />m <br />N <br />SEE DETAIL <br />A <br />(SEE S <br />EET 10) <br />+ v <br />THIS SHEEP <br />r- <br />a <br />+ <br />SEE DETAIL B J <br />EX. POWER POLE <br />o <br />0 <br />o <br />0 <br />04 <br />'n <br />w <br />cq <br />`n <br />0 <br />`n <br />w <br />0 <br />cn <br />o <br />THIS SHEET <br />® PROPOSED CATCH BASIN <br />co <br />w <br />w <br />+ <br />I- <br />w <br />w <br />N <br />I <br />III <br />� <br />o <br />w <br />v <br />rn <br />N <br />v <br />oNo <br />w <br />- <br />PROPOSED FIRE HYDRANT <br />rn <br />3 <br />00 v <br />O <br />M <br />0> 4 <br />r) <br />� <br />0 <br />0 <br />> <br />_ <br />N> <br />v <br />5 <br />N <br />m <br />III <br />- <br />W <br />6 <br />o <br />0 <br />7 <br />PROPOSED STREET LIGHT <br />F¢ <br />(n <br />+ Of w <br />+ Of <br />u) <br />+ <br />w <br />+Of <br />+ <br />U + C..) <br />X <br />+ <br />W <br />+ <br />w <br />F <br />+ <br />w <br />+ <br />w <br />+ <br />EX. FIRE HYDRANT <br />R# <br />� n <br />� <br />Ln <br />o <br />cn <br />0 <br />M <br />r- H <br />I <br />m <br />N <br />M <br />M <br />in <br />M <br />J <br />EX. STREET LIGHT <br />r7 w <br />M <br />M <br />w <br />M <br />w <br />O <br />o <br />+ N <br />3 <br />Ld <br />w <br />F <br />-- <br />PROPOSED WATER VALVE <br />F¢ <br />w <br />F <br />w <br />F <br />Q <br />r <br />o <br />N la- <br />Ln <br />8 I <br />Q <br />F- <br />w <br />Q <br />r <br />Q¢ <br />d <br />Q <br />d~ <br />Z <br />►. <br />oa EXISTING WATER VALVE <br />(/1 (n <br />N 3 <br />to <br />(n <br />(n <br />?i <br />'-- <br />fn <br />N <br />N <br />3 <br />(n <br />(n <br />(n <br />3 <br />N <br />— <br />_ -_- <br />119.83 o .. <br />-� ____ <br />• BLUE REFLECTOR MARKER <br />PROPOSED AIR RELEASE VALVE <br />- - <br />® PROPOSED BLOW -OFF VALVE <br />STA. <br />18 <br />+ <br />44.87 <br />- --- <br />O EXISTING MANHOLE <br />III <br />- <br />-___ <br />B EXISTING CATCH BASIN <br />— <br />CONSTRUCTION NOTES <br />tz <br />EX. <br />10' <br />P.U.E.— <br />III <br />I --EX. <br />10 <br />P.U.E. <br />- <br />= <br />II <br />( <br />II <br />INSTALL VER77CAL CURB AND GUTTER SEE DETAIL SHEET 15 (TYR). <br />X <br />_ ---- <br />--2Q INSTALL CATCH BASIN SEE DETAIL SHEET 13 (TYR). <br />© INSTALL I" WATER SERVICE/METER PER S.J. CO. STD. PLAN CW -W8. SEE <br />N_ <br />DETAIL SHEET NO. 14 (TYP.). <br />AA �• <br />- - -.- <br />® INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5 DETAIL <br />SHEET NO. 14 (TYP.). <br />BEFORE YOU DIG <br />,.. <br />r sinF,F r` <br />INVCALL <br />�5 INSTALL RRE HYDRANT PER S.J. CO. SID. PLAN CW -W18 DETAIL <br />USA UNDERGROUND SERVICE ALERT <br />�/ <br />LINDL ! <br />LANE;`}; <br />"` <br />- ----- <br />SHEET N0. 14 (TYP.) AND INSTALL BLUE REFLECITVE MARKER ON <br />48 HOURS PRIOR TO CONSTRUCTION. CALL <br />TOLL FREE 1-800-227-2600 <br />N <br />F -z -o _ <br />-„ <br />_- <br />_ <br />STREET 1' TOWARD HYDRANT FROM CENTERLINE. <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND <br />SCALE: <br />- �` <br />Using This rJraMlln Srr <br />U! v�r'`T <br />© FACE OF CURB RADIUS= 3O' (TYR). <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />HORIZ: <br />- <br />1 "_40' <br />"- <br />�'-'N +-ers�n <br />A. ;ns ar`tinc� Thi,Ir� <br />Rv p <br />�1 t J,I�,rw <br />INSTALL 4" SEWER SERVICE PER S.J. CO. STD PIANS S -7A B. <br />© I <br />MUST WORK WITHIN 10 FEET OF POWER LINES <br />PLEASE CALL PG&E O 800-743-5000 <br />VERT: <br />1 <br />4' <br />;^1 �nfr'rrnsfion <br />_ <br />SEE SHEET 14 (TYP.). <br />HOawl 1-=4^� <br />___l 4' - - - <br />------ ® REMOVE CURB AND GUTTER AS NECESSARY. <br />- <br />34 + 00 <br />35 + <br />00 <br />36 + <br />00 <br />37 + 00 <br />38 + <br />00 <br />39 + 00 <br />40 + 00 41 <br />+ 00 <br />-------- - ------ <br />- <br />---- <br />-- <br />—_ -- - <br />n <br />--... <br />_ <br />_ <br />.- <br />_. – <br />RIM <br />x <br />11,9,03 <br />- <br />- -- _- <br />- <br />-- <br />- <br />JL <br />DILLON & MURPHY <br />_ <br />INV I 1A DD INV <br />-- - _ <br />__-- <br />- <br />_ ,'-S� <br />CONSULTING CIVIL ENGINEERS <br />- - <br />- <br />_ . <br />_ <br />-- -- <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />CE AL <br />IMPROVEMENT PLANS FOR TRACT NO. 3404 <br />- -- <br />- <br />---- <br />-- <br />- <br />-- <br />- <br />- <br />- <br />- <br />LINDLY ESTATES <br />-- <br />- <br />LINDLY LANE <br />- - - <br />- <br />rIA--- <br />- <br />- <br />STA. 35 + 00.00 TO STA. 41 00.00 <br />+ <br />- -- - -- ----- <br />- <br />- <br />-- <br />----- <br />JULY, 2005 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />0 <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK:BB-42 EL:138.58 <br />DESCRIPTION: <br />SHEET <br />- — -- <br />- - - .� <br />--- -o <br />o ---- - -- -- - <br />DRAWN BY: EK/LM <br />9 <br />_ <br />- - -_. __ - - <br />6 <br />DESIGNED BY: B.G. <br />BRASS CAP S/W CORNER OF <br />CONCRETE CULVERT 114' NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR DRIVE. <br />OF 15 SHEETS <br />- - - -- 06 <br />- - - -- ----- - <br />-- <br />CHECKED BY: C.D. <br />JOB N0. <br />0559 <br />- - - --- --- -- - <br />- <br />-- __ <br />AS BUILT BY: <br />