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r <br />LL0 <br />W <br />0 <br />� <br />Q <br />co <br />w0 <br />a <br />Z <br />HI <br />z <br />I II <br />CL <br />�O <br />LL,/ L <br />W <br />Z <br />U <br />H <br />w <br />Z <br />co� <br />Q <br />a <br />O <br />Ld <br />I <br />W <br />� W <br />c�z� <br />LIJ <br />�zCD,� <br />O <br />Q <br />W <br />-y <br />15' S.D.E <br />II I II <br />E--4 <br />cn <br />A <br />W <br />q <br />z <br />Cr <br />rn <br />O <br />co <br />^ <br />I <br />II I II <br />1 AIJANUUU -STA <br />E -S <br />m <br />I 1 <br />III II <br />II rY � <br />AJ <br />JellsO. <br />� <br />Wim <br />� � <br />� <br />m <br />tic <br />� Q <br />Q2o <br />� <br />z <br />� <br />0 <br />1 3 <br />a m <br />o f <br />III { Y II <br />BEGINNING OF IMPROVEMENTS <br />Z Z Z �_ <br />X q q <br />W <br />III II <br />W <br />STA. 4112.09 <br />w <br />x <br />41 <br />_" <br />' <br />J <br />I <br />FOR RENEE <br />AVE. <br />� v ao o � <br />o M o ZI <br />a � n1 <br />M <br />TO = 112.09 <br />w <br />"� <br />v <br />" <br />I <br />n <br />o 2 <br />'�' o <br />��I <br />I <br />II II <br />m w h ^ u <br />w <br />_ <br />a® <br />®CB = 107.60 <br />a `� <br />0 ^ <br />® <br />"� <br />5 j <br />INSTALL BACKFLOW PREVENTION <br />O <br />w h rn <br />4� ++ <br />n" <br />+ pp <br />MH = 107.50 m <br />W <br />rn <br />+ <br />-� <br />W-+ <br />coo <br />+M <br />n <br />+ <br />aqo <br />� + <br />0 <br />II I II <br />ASSEMBLY TO BE CERTIFIED <br />;� <br />J <br />v � �; <br />v ^ ^ <br />E _ .O1 3 <br />= " <br />z o <br />,o u, Z ^ <br />¢ v <br />3 a <br />o <br />r\ ^ <br />n <br />c1 ,+ <br />�� p <br />® w <br />Z <br />I <br />III II <br />BY AN APPROVED TESTING <br />n v <br />h <br />2 v1 w <br />> > <br />SIZE 12 <br />' <br />c N <br />d N <br />> <br />cv m <br />I <br />AGENCY DURING CONSTRUCTION <br />Q <br />Z <br />¢ v> cn ? a <br />v> ? ? <br />LENGTH = 10 <br />m <br />I I <br />AND REMOVE AFTER COMPLETION <br />REMOVE EXISTING BARRICADE <br />ry <br />q- <br />T1PE =PVC SDR35 <br />Q <br />I <br />113 II <br />OF CONSTRUCTION. <br />Q <br />AND RELOCATE TO STA. 7+80.67 m <br />t�v <br />BUILDING SETBACK <br />LINE <br />1 <br />1 <br />N <br />M <br />( <br />L------------------- <br />-- <br />10, -- <br />-------- <br />- <br />- --- - - - <br />- ---- <br />-I <br />7.5' <br />II � I <br />L* <br />- - - - - - - -T <br />1 I <br />0 <br />r� <br />STRIPING PER DETAIL 2 <br />CALTRANS TRAFFIC MANUAL <br />2.5" A.C. OVER <br />8" A.B. TYPICAL <br />i ) <br />MIN. <br />10 0 <br />MIN. Q <br />ro 25 <br />o <br />LF 15"0 RCP CL. III <br />7.5' <br />I <br />SCALE. 1 "= 30' <br />1 <br />06 ® <br />S= <br />h <br />\ \ <br />-------- <br />----- <br />--------------- - <br />--------------------- <br />- - - <br />-- <br />- <br />III <br />I <br />°' <br />IIIq <br />A I I \���-_______ <br />� <br />0 <br />30' 60' 90' <br />I <br />II <br />_ �0 0.0030 <br />10 LF 12"D PVC SDR35 0.0030 <br />_ <br />� <br />0.0030 <br />2+00 <br />rr 3+00 <br />4+00 <br />5+00 <br />6+0 <br />L <br />7+00 <br />7+ <br />67 <br />'TI+oo <br />- �- <br />-4- <br />CONSTRUCT 8" GATE VALVE <br />p <br />54 LF 12"D PVC SDR35 <br />o <br />Zo <br />0.0030 <br />III <br />- 0.0030 8"x8"x8" TEE 1� <br />�ry <br />® S=0.01 0.0030 <br />00 <br />^ .- <br />1 <br />II <br />0�� <br />I NU <br />W <br />W <br />15' DRIVEWAY <br />I j <br />/ <br />I <br />1" SERVICE <br />N <br />j <br />ST <br />N <br />x <br />-WATER <br />- <br />10 <br />- -t <br />BLUE REFLECTIVE m <br />I <br />\ <br />�W <br />�- <br />Ot <br />------- <br />----sm <br />w <br />-------- <br />STRIPING PER <br />CALTRANS TRAFFIC <br />-------,--- <br />DETAIL t <br />MANUAL <br />- <br />w o <br />o <br />m <br />MARKER �{ Q <br />m <br />o�� <br />IIS 1----------------------- <br />I <br />I l <br />--w <br />L <br />--------- <br />3 <br />U <br />-- ---� - <br />o ^ <br />h. o o Ci <br />M o <br />I <br />ro <br />Ih U <br />I+�' <br />� <br />q <br />m <br />N ----------- <br />It ti 1 rn� <br />--- <br />'� <br />_ ---------------------------- <br />q <br />a <br />--- <br />BUILDING SETBACK LINE <br />- <br />o <br />o <br />--�- <br />i cp <br />o a <br />I <br />3 m m <br />II/ <br />o <br />J3jEtM� <br />+ <br />4U.r- n <br />+ vN <br />n rn <br />d <br />+ + <br />rn a <br />v - <br />o <br />as <br />m f- <br />1 <br />m ¢ <br />° <br />2 <br />M �� <br />�� �N <br />�� <br />(n q <br />+ <br />^OMi <br />+ <br />^obi <br />W4. <br />n <br />v <br />00 <br />/� <br />J <br />o� <br />d cn^ <br />V <br />y <br />q^ <br />ti^ N^ <br />qv <br />k <br />dpi <br />I dpi <br />I¢ `iq <br />-� <br />�i <br />o <br />3 <br />gvoo <br />^II <br />JU <br />n <br />/ <br />XW <br />W Z <br />0 <br />I <br />W <br />''ti <br />STA. 5+43.52 <br />y <br />It)O <br />I <br />�p <br />N w <br />II <br />ai <br />o <br />o �' <br />STA. 5+43.13 <br />10 TC = 111.50 <br />1 <br />1 <br />°,�' ® <br />I <br />1 TC = 111.50 <br />z <br />"m' <br />/ <br />r fi r- r�r <br />1\111lel r US 0 r S fA 1 r :J <br />+ <br />�' <br />g q <br />M W 2 <br />a ¢ <br />® CB = 107.09 <br />®MH = 106.50 <br />Z <br />1 ® CB = 105.66 <br />I <br />®MH = 105.12 <br />Y <br />m <br />d y <br />i- <br />cn ? <br />o <br />/ <br />N <br />0 <br />/ <br />\' r �� <br />L Y l J A10. J <br />ti <br />�' <br />^ <br />' <br />SLOPE = 0.01 <br />SIZE = 12" <br />j Q <br />SLOPE = 0.01 <br />SIZE = 12" <br />1 <br />I <br />30' S.D.E <br />COUNTY ACCESS <br />AND <br />EXCLUSIVE SAN JOAQUIN <br />EASEMENT. <br />LENGTH = 59' <br />= <br />LENGTH = 54' <br />I <br />TYPE = PVC SDR35 <br />� <br />I <br />TYPE = PVC SDR35 <br />0o <br />NOTE: <br />ALL EXCESS <br />CUT MATERIALS SHALL BE PLACE <br />AND <br />EVENLY SPREAD ON EACH <br />LOTS ACCORDANCE <br />TO NOTE CURVE <br />RADIUS <br />DELTA <br />LENGTH DESCRIPTION <br />NO. 15 OF SHEET 2 AND <br />PROJECT SPECIFICATION AT <br />1 <br />29' <br />90' 14'35" <br />45.68' FIC <br />FOR CONTINUATION <br />LOCATION AS <br />DIRECTED BY OWNER. <br />29' <br />89'4526" <br />45.43' FIC <br />SEE SHEET 5 <br />RENEE <br />A VENUE <br />1+00 <br />2+00 <br />3+00 <br />4+00 <br />5+00 <br />6+00 <br />7+00 <br />8+00 <br />in <br />a; <br />o <br />rM <br />o <br />f' <br />n <br />h <br />• <br />q <br />+ <br />F <br />+• <br />+_ <br />f <br />^ <br />__ <br />3 <br />d <br />d <br />d <br />a <br />^ <br />¢ <br />w <br />CL <br />J <br />°� <br />XI <br />TIN <br />0AL <br />ND <br />o <br />F <br />G <br />v <br />1 7.5 <br />17 <br />- <br />07 <br />7s <br />s <br />n"(s) <br />10'.50 <br />n <br />12 DOW) <br />o <br />O5. <br />7 <br />/r <br />4. <br />2' <br />DO <br />0 <br />1 <br />1 <br />s) <br />194. 2 <br />t <br />4" D( <br />103.62 <br />t <br />3 <br />iE) <br />O" <br />D W <br />". <br />{Lof SS p <br />E NY l <br />y <br />N C 2 <br />* E PIR 1 /01 <br />rq I 1 P <br />CAl <br />r <br />LL0 <br />W <br />0 <br />� <br />Q <br />co <br />w0 <br />a <br />Z <br />HI <br />z <br />CL <br />�O <br />LL,/ L <br />W <br />Z <br />U <br />H <br />w <br />Z <br />co� <br />Q <br />a <br />O <br />Ld <br />W <br />� W <br />c�z� <br />LIJ <br />�zCD,� <br />O <br />Q <br />W <br />U <br />E--4 <br />cn <br />A <br />W <br />z <br />Cr <br />rn <br />O <br />co <br />N <br />LL0 <br />W <br />0 <br />CL <br />Q <br />co <br />w0 <br />a <br />Z <br />HI <br />z <br />CL <br />�O <br />LL,/ L <br />W <br />Z <br />U <br />H <br />w <br />Z <br />co� <br />Q <br />a <br />O <br />Ld <br />W <br />� W <br />c�z� <br />LIJ <br />�zCD,� <br />O <br />Q <br />co <br />Z <br />HI <br />z <br />W <br />Oa <br />H <br />co� <br />U1 <br />0.4 <br />O <br />v <br />� W <br />c�z� <br />�zCD,� <br />O <br />Q <br />W <br />U <br />E--4 <br />cn <br />A <br />W <br />z <br />Cr <br />rn <br />O <br />co <br />