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4 <br />20 <br />16 <br />12 <br />I <br />,4 <br />CENTERLINE: 15.88 0+ w w <br />EX. EDGE OF PAVEMENT: 15.64 a �> <br />PROPOSED EDGE OF PAVEMENT: 15.64 a <br />17 <br />16 <br />15 <br />14 <br />13 <br />12 <br />7+00 <br />BENCHMARK DESCRIPTION: <br />SAN JOAQUIN COUNTY BENCHMARK Y-9 <br />ELLEVATION: 15.44 <br />ONSITE BENCHMARK: <br />a TOP OF REBAR AT THE SOUTHEAST CORNER OF THE <br />PROPERTY <br />Gj>' ELEVATION: 14.58 <br />o_ <br />0 <br />aw <br />Ki z <br />15.87 15.84 + w 15.81 15.78 15.75 <br />15.61 15.57 a 12 15.54 15.51 15.48 <br />15,41 15.37 N v 15.34 15.31 15.28 <br />BASIS <br />OF BEARINGS: <br />U <br />(n <br />W <br />THE BASIS <br />OF BEARINGS FOR THIS SURVEY IS <br />THE CENTERLINE <br />OF <br />RAY ROAD <br />SHOWN AS NORTH 0'06'16" WEST. <br />U� <br />EXISTING CENTE <br />UNE <br />PAVEMENT <br />a <br />_ - _ - <br />(n <br />to <br />o <br />MAX 2:7771 SAWCUT LINE <br />ST. ROAD <br />re <br />o <br />MATCH EXIST. PAVEMENT - EX <br />LLJ <br />� <br />SHOULDER COMPACTED_ <br />3 A OVER 6 OVER OVER 6" <br />o <br />0 <br />Z <br />z <br />PROPOSED EDGE OF <br />w <br />OF PAVEMENT <br />rn N <br />15.72 <br />15.69 <br />+ 0 <br />15co <br />+ w w <br />15.45 <br />15.42 <br />w.67 <br />15.35 <br />0)0 w <br />15.25 <br />15.22 <br />N <br />15.15 <br />1 if <br />7+50 <br />a+00 <br />8+50 9+00 <br />i <br />�j REMOVE EXIST. DRIVEWAY <br />EXIST. TREE CONSTRUCT DRIVEWAY �--- <br />� I J- <br />_ - TO REMAIN'. NDISTURBED - - - - f zt - - - i - - - PLR_S,1CQ -SM _DWG-R=LZ - - - - - - - <br />----------- - -- <br />APPROX. LOCATION l II / II <br />2.0 12.0' .0' 1 19.8 9.8 � 17.4' <br />QN EXIST. 10 -FOOT <br />16.3' __-___ 10,Q'- OF GAS LINE I PG&E EASEMENT <br />STA 7+16.3, 16' RT - <br />BEGIN IMPROVEMENTS \ <br />00`06' 16" E � \ 184.00' ,� I I RIGHT OF WAY <br />-- -- - -- RIGHT OF WAY <br />RIGHT 0------ <br />S / <br />., �,. - -- ------ _PROPOSE E , ,y- <br />140' OF P ENT <br />c--- - 0 -- r o -- - - h o <br />F WAY 15 0 APPROX LOCATION o r P - - - _STA 8+90 <br />--`� -- s \ �V� CENTERLINE HO <br />s - EXIST. POWER POLE-- ° ;1; DRIVEWAY <br />TO REMAIN UNDISTURBED OF OVERHEAD <br />STA 7+53.4 POWER UNE _ <br />CENTERLINE DRIVEWAY XIS FDG STA 9+12.9, 16' RT <br />,-- -- =2 - -- - - --- - - -- - - - - t I PAVE --"ENT E t p �r F - <br />_ OF END IMPROVEMENT <br />-- - CP -E�' <br />-- - - <br />_ v, x� -�- P tF �. <br />STA 7+00, 10' RT REMOVE EXIST. DRIVEWAY RESTRIPE 215 LF _ �F, ;;, ��` <br />MATCH EXIST. CONSTRUCT DRIVEWAY DETAIL 27B AT 10' RT011 <br />PAVEMENT 8,5' PER SJCO STD DWG R-17 SAWCUT UNE <br />EDGE OF TRAVEL WAY W/ EXIST. EDGE OF TRAVEL WAY STA 9+12.9, <br />7+00-- 7+50 8+00 8+50 9+00 MATCH EXIST. PAVEMENT 9+50 <br />�. -- - -F -- - i- S--- I - t- -I - - - -i-- - - -t--- - -i- - f ---- - I I f- - -�- - }- - - ♦ - �5 - �- - - I i I I i - - <br />9.5' RAY ROAD 10.0' EXIST. EDGE <br />FEF 7_' �- �S <br />OF TRAVEL WAY --- <br />t- <br />LF <br />;. -- <br />-- - ---- -- -- --- - - -�- EXIST. EDGE OF; <br />PAVEMENT <br />R/W <br />MATCH EXIST. 30.0' <br />r_DAnc <br />P <br />r• • <br />R/W <br />U <br />(n <br />W <br />4.0' 2.0' 4.0, 10.0' 10.0' pe <br />LLJ.< <br />2.0' 7.5' 8.5' <br />EDGE OF <br />U� <br />EXISTING CENTE <br />UNE <br />PAVEMENT <br />_ - _ - <br />(n <br />to <br />o <br />MAX 2:7771 SAWCUT LINE <br />ST. ROAD <br />(rl <br />o <br />MATCH EXIST. PAVEMENT - EX <br />LLJ <br />� <br />SHOULDER COMPACTED_ <br />3 A OVER 6 OVER OVER 6" <br />o <br />wmo <br />Z <br />z <br />PROPOSED EDGE OF <br />EXISTING EDGE <br />PAVEMENT <br />OF PAVEMENT <br />my <br />m <br />Uz <br />W <br />00 <br />CL N <br />CL <br />_j <br />c <br />Ill <br />O <br />)0-o <br />c <br />- <br />Z <br />7+50 <br />a+00 <br />8+50 9+00 <br />i <br />�j REMOVE EXIST. DRIVEWAY <br />EXIST. TREE CONSTRUCT DRIVEWAY �--- <br />� I J- <br />_ - TO REMAIN'. NDISTURBED - - - - f zt - - - i - - - PLR_S,1CQ -SM _DWG-R=LZ - - - - - - - <br />----------- - -- <br />APPROX. LOCATION l II / II <br />2.0 12.0' .0' 1 19.8 9.8 � 17.4' <br />QN EXIST. 10 -FOOT <br />16.3' __-___ 10,Q'- OF GAS LINE I PG&E EASEMENT <br />STA 7+16.3, 16' RT - <br />BEGIN IMPROVEMENTS \ <br />00`06' 16" E � \ 184.00' ,� I I RIGHT OF WAY <br />-- -- - -- RIGHT OF WAY <br />RIGHT 0------ <br />S / <br />., �,. - -- ------ _PROPOSE E , ,y- <br />140' OF P ENT <br />c--- - 0 -- r o -- - - h o <br />F WAY 15 0 APPROX LOCATION o r P - - - _STA 8+90 <br />--`� -- s \ �V� CENTERLINE HO <br />s - EXIST. POWER POLE-- ° ;1; DRIVEWAY <br />TO REMAIN UNDISTURBED OF OVERHEAD <br />STA 7+53.4 POWER UNE _ <br />CENTERLINE DRIVEWAY XIS FDG STA 9+12.9, 16' RT <br />,-- -- =2 - -- - - --- - - -- - - - - t I PAVE --"ENT E t p �r F - <br />_ OF END IMPROVEMENT <br />-- - CP -E�' <br />-- - - <br />_ v, x� -�- P tF �. <br />STA 7+00, 10' RT REMOVE EXIST. DRIVEWAY RESTRIPE 215 LF _ �F, ;;, ��` <br />MATCH EXIST. CONSTRUCT DRIVEWAY DETAIL 27B AT 10' RT011 <br />PAVEMENT 8,5' PER SJCO STD DWG R-17 SAWCUT UNE <br />EDGE OF TRAVEL WAY W/ EXIST. EDGE OF TRAVEL WAY STA 9+12.9, <br />7+00-- 7+50 8+00 8+50 9+00 MATCH EXIST. PAVEMENT 9+50 <br />�. -- - -F -- - i- S--- I - t- -I - - - -i-- - - -t--- - -i- - f ---- - I I f- - -�- - }- - - ♦ - �5 - �- - - I i I I i - - <br />9.5' RAY ROAD 10.0' EXIST. EDGE <br />FEF 7_' �- �S <br />OF TRAVEL WAY --- <br />t- <br />LF <br />;. -- <br />-- - ---- -- -- --- - - -�- EXIST. EDGE OF; <br />PAVEMENT <br />R/W <br />MATCH EXIST. 30.0' <br />r_DAnc <br />P <br />r• • <br />R/W <br />-40 -20 0 20 <br />TYPICAL SECTION <br />SCALE 1" = 5' <br />20 <br />16 <br />12 <br />N0. 62009 <br />EXP. 9/30/2009 <br />U <br />Z <br />U <br />(n <br />W <br />4.0' 2.0' 4.0, 10.0' 10.0' pe <br />LLJ.< <br />2.0' 7.5' 8.5' <br />EDGE OF <br />U� <br />O <br />t t2x- <br />PAVEMENT <br />_ - _ - <br />(n <br />to <br />o <br />MAX 2:7771 SAWCUT LINE <br />ST. ROAD <br />(rl <br />o <br />MATCH EXIST. PAVEMENT - EX <br />LLJ <br />� <br />SHOULDER COMPACTED_ <br />3 A OVER 6 OVER OVER 6" <br />o <br />wmo <br />Z <br />z <br />PROPOSED E GE NATI E COMPACTED TO 90% R._-. <br />C) <br />-40 -20 0 20 <br />TYPICAL SECTION <br />SCALE 1" = 5' <br />20 <br />16 <br />12 <br />N0. 62009 <br />EXP. 9/30/2009 <br />U <br />Z <br />U <br />(n <br />W <br />(M <br />to O <br />m <br />LLJ.< <br />U <br />W <br />U� <br />O <br />Q) <br />°' Q, <br />m� <br />(n <br />to <br />o <br />cW <br />L <br />(rl <br />o <br />LLJ <br />� <br />z <br />o <br />wmo <br />Z <br />z <br />- CD <br />C) <br />3 <br />my <br />m <br />Uz <br />W <br />00 <br />CL N <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />01/15/08 <br />Scale <br />1 " = 10' <br />1 " = 1 ' <br />Original Drawing Scale <br />10 �" 1" <br />111 1 1111111 <br />Sheet Number <br />3 Of 3 <br />Project File No. <br />07-103 <br />(n <br />LLJ.< <br />Z <br />IZ <br />0 <br />� <br />cW <br />L <br />(rl <br />o <br />LLJ <br />W <br />J <br />I�, <br />� <br />NO <br />0 <br />Z <br />CL <br />_j <br />c <br />Ill <br />O <br />)0-o <br />c <br />- <br />Z <br />Z <br />Q <br />lLj <br />V <br />W <br />c� <br />o <br />Z <br />mN <br />O <br />w <br />Li <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />01/15/08 <br />Scale <br />1 " = 10' <br />1 " = 1 ' <br />Original Drawing Scale <br />10 �" 1" <br />111 1 1111111 <br />Sheet Number <br />3 Of 3 <br />Project File No. <br />07-103 <br />