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S. \2004 \ 0466 \/MPRO CEMENTS\ PRORLE dwg May 03, 2006 <br />SU.99 OG <br />79.87 OG <br />80.91 OG <br />79.78 0 <br />PARCEL 2 <br />STA. 17+26.71 <br />RAD. PT. <br />STA. 14t57.45 Pte, RC I 1 <br />BEGIN 2" AC OVERLAY <br />80.00 <br />SURVEY MONUMENT <br />- FRAME AND <br />COVER <br />SCALE: 1" = 40' <br />CONSRTUCTION <br />NOTES <br />- Ex. 10' P.U.E. <br />A <br />i 4 GG <br />9b5 0G <br />,\N� <br />7842 <br />8'55 o <br />Sip" �( �-�G <br />1� INSTALL <br />STREET LIGHT 6' BEHIND EXISTING EDGE OF PAVEMENT. ALL <br />8004 oc <br />- - - -- - <br />-- <br />,S'-� <br />�N� <br />_ <br />�i 1 <br />S <br />LIGHTS <br />INSTALLED SHALL BE LS -2 CLASS "C" AND SHALL BE 100 WATTS. (TYR) <br />- -- <br />-- <br />9 <br />oc <br />\ <br />2� INSTALL <br />STOP SIGN AND STREET NAME SIGN PER S.J.CO. STD. PLAN R-25 <br />80 46 oc <br />% lasso <br />OG <br />7871 oc EX <br />12" <br />CMP <br />�I7854;, <br />y % <br />� 79.49 OG <br />eo.o9 oc <br />@3 INSTALL <br />TYPE B BARRICADE PER S.J.CO. STD. PLAN R-24 <br />�� 7851 G <br />. <br />7027 05 <br />"�° _ 5 <br />y :`.: <br />® INSTALL <br />STATE OF CAL. HWY CODE W53 SIGN PER S.J.CO. STD. PLAN R-26 <br />9 <br />§„" jB41 °° <br />: <br />�5 EXISTING STATE OF CAL. HWY CODE SW -42 SIGN. <br />F ., ♦ . X. fr f , <br />OG a s s <br />78.67 0G <br />79 15 G7885 78.56 <br />3 <br />GI�P.VEL <br />R�A.D <br />- <br />,„w € ♦4 7851 0� -. 79.89 OG <br />N'u • 7906 09 7847 FL <br />78.31 FL <br />928 0.LEGEND <br />':' <br />78.85 OG <br />- 7897 OG <br />u� <br />... <br />7839 OG <br />& 0yNZ <br />w w <br />W <br />1� <br />\ <br />C) 9 9 <br />79.52 OG <br />IA �O <br />A <br />PARCEL <br />R rL 3 <br />EX. <br />EXISTING01 <br />X 12" <br />SouXGp z <br />L) <br />'- <br />- <br />S.J.C. <br />SAN JOAQUIN COUNTY <br />.......... .. <br />�F�) i 8 6 „ <br />N �z <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />'.'.':. '.':. ea s 76.34 OG <br />`..,- "9 ,.r <br />\ 9. J oc <br />- I <br />-� EX. 1 C' P.U.E. 78.20 FL <br />e3 ¢ <br />r �� /I <br />�w TAR r <br />2 <br />rn <br />p <br />7aa7 FE U <br />fn <br />I <br />esa oc <br />CL <br />OG <br />CENTER LINE <br />ORIGINAL GROUND <br />""`.... s 5 <br />I <br />1 <br />6 <br />a <br />8.8 <br />"""' • STA. 10+22.01 ��1i eW. X+•�" <br />,� <br />I <br />o �X <br />+ ' <br />+ <br />LLI <br />FL <br />FLOW LINE <br />,- <br />.:.... ��ti " vc <br />COInw <br />'� <br />tO <br />c� <br />w <br />E P. <br />EDGE OF <br />.... \ STREET LIGHT <br />77 96 OG <br />a <br />o <br />INV. <br />INVERT <br />.. <br />. <br />:\::c <br />.• .•.••..•: \� S <br />w <br />a <br />� <br />W <br />D <br />STORM <br />. <br />••••.•• OG <br />lee o� <br />•.••?\��'��77 <br />N <br />N <br />m79,69 � <br />m <br />CM.P. <br />CORRUGATED METAL PIPE <br />OG <br />•.' <br />o <br />R W <br />RIGHT OF WAYFP <br />•:9 <br />931 <br />'..''...: <br />FL <br />7646 OG <br />DG o <br />CA Z <br />EX. MAILBOX <br />..�. <br />.... <br />DG <br />DD <br />(f) r W7796 <br />9.94 OG5 <br />79FP::�•::79520 <br />.. <br />DIRECTION O <br />y 99, G <br />•;•;•;• 1 2 79 OG- 8000, <br />, '' • - <br />as <br />EX. FENCE <br />EX. SWALE <br />7942 OG <br />` 80.16 0 <br />79.60 OG <br />77.]3 FL <br />��� <br />, / ' <br />Y/ <br />EX. POWER POLE AND GUY WIRE <br />STA. 10+25.00 <br />�Q '• <br />�9.78 GG <br />R/W <br />R/W <br />f <br />PROPOSED STREET LIGHT <br />SURVEY MONUMENT <br />80.1 <br />�Q $677 4 o.z7 �?.00 �� FRAME AND COVER <br />d' <br />6G.�•EP ..... •' ' <br />5 <br />10' <br />PUE <br />10' <br />50 <br />PUE <br />1 <br />0o <br />77.63 OG <br />EXISTING GROUND ELEVATION <br />INSTALL 2" AC <br />....:. STA. 10+10.50 <br />25' <br />25' <br />( <br />EXISTING 8" 3/4" AB COMPACTED 095% <br />.... <br />RELATIVE COMPACTION AND PRIME COAT <br />9.61 OG BEGIN IMPROVEMENTS <br />BEGIN 1" AC OVERLAY <br />12' <br />12' <br />INSTALL DETAIL 22 <br />EXISTING 1" AC, 8" 3/4" AB COMPACTED 095% <br />EX, 24" C.M.P. CULVER ea:ye oc e0.13 oc <br />2q <br />27 <br />--�- <br />RELATIVE COMPACTION AND PRIME COAT <br />r.•:;x•:a:•;::w:•rat:w:•>r..;x:;>f <br />INSTALL 1" AC OVERLAY <br />EP <br />8"-3/4" A.B. COMPACTED <br />2" AC NOTES: <br />INTERSECTION <br />DETAIL <br />EXISTING AC <br />;':•'• NAVARRO <br />COURT <br />©95% RELATIVE <br />1. COMPACT SUBGRADE TO <br />95% <br />RC <br />77 o FE <br />N.T.S. <br />,tio,q,r�.... <br />�: <br />SCALE. <br />COMPACTION AND SECTION <br />PRIME COAT. <br />A -A 2. R-VALUE=8, T.I.=3.5 <br />0.52 •'•'�"'" <br />:.:.�..:.N.T.S. <br />HORIZ. 1"=40' <br />VERT. I"=2' <br />NOTE• <br />p6 t t;r1p <br />...�.... <br />BEFORE YOU DIG <br />CALL USA UNDERGROUND SERVICE ALERT <br />48 HOURS PRIOR TO CONSTRUCTION. CALL ••••:••••••• <br />1. . FEATHER <br />ir4 77.1 <br />AC OVERLAY TO MATCH EXITING DRIVEWAYS. <br />II%NU T AI <br />TOLL FREE 1-800-227-2600 .... <br />\ A -�-30-� <br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND •" 79- EP <br />PEOPLE 10 FEET FROM POWER LINES, IF YOU <br />�✓f�� <br />MUST WORK WITHIN 10 FEET OF POWER LINES 'p, }.' <br />•4j C� <br />79 7 , <br />PLEASE CALL PO&E O 800-743-5000 <br />F LIF <br />10 + 00 11 + 00 <br />12 + 00 <br />13 + 00 14 + 00 <br />15 + 00 <br />16 + 00 <br />17 + 00 <br />18 + 00 <br />T <br />_ <br />F- <br />- <br />z <br />LLJ <br />- <br />a <br />o <br />0 <br />p <br />-< <br />w <br />m <br />+ + C41 <br />i <br />C4-1 <br />CT CT <br />- - -- - <br />__---_+ <br />+ + <br />tLI <br />D- <br />(f) 000 V)o <br />(n 400 <br />m <br />- 00 <br />DO <br />H- 40aa <br />r <br />EX. <br />PROPOSED <br />Q . <br />Rn <br />78.37 FL -- <br />L <br />- <br />H <br />E-47 FL <br />--- <br />--- <br />EX. <br />DITCH <br />fL <br />o <br />DO <br />U7 <br />N <br />+ <br />76 <br />- <br />---+� <br />--- <br />--- <br />- -- - <br />w <br />-- <br />W <br />- <br />- <br />- <br />------ <br />DILLDN &MURPHY <br />-- <br />--- <br />- <br />-- -- <br />- <br />- --- <br />--- <br />___-- <br />--- <br />--- <br />CONSULTING CIVIL ENGINEERS <br />viw <br />ENGINEERING PLANNING SURVEYING <br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />- <br />- -- -- <br />----- <br />--- <br />- <br />._ <br />- --- <br />- <br />-- <br />- <br />_ <br />----- <br />- -_ <br />NAVARRO COURT <br />- <br />IMPROVEMENT PLANS <br />PROFILE, GRADING, SIGNAGE AND STRIPING <br />- <br />- <br />STA. 10+10.50 TO STA. 17+63.71 <br />LINDEN, CALIFORNIA <br />- - <br />-- - <br />- --- <br />--- <br />--- <br />- <br />APRIL, 2005 <br />REV. NO. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK: EL: 80.00 <br />DESCRIPTION: <br />SHEET <br />- <br />- <br />DRAWN BY: LM <br />3 <br />DESIGNED BY: JM <br />OF 4 SHEETS <br />TOP IRON ROD AT STA. 15+20 <br />ON SOUTH SIDE OF NAVARRO <br />---- <br />------- <br />CHECKED BY: <br />COURT. ELEVATION 80.00 <br />JOB NO. <br />AS BUILT BY: <br />(ASSUMED DATUM). <br />0466 <br />S. \2004 \ 0466 \/MPRO CEMENTS\ PRORLE dwg May 03, 2006 <br />