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CA: 800-227-2600 <br />NV:800-227-2600_ <br />o+00 <br />I <br />N <br />O <br />110 <br />iful <br />1+00 <br />+o / <br />_4oH —oH off _– <br />N DAYLIGHT PROPOSED <br />o DITCH TO EXISTING <br />SWALE <br />STA: 1 +41.91 <br />OFFSET: 8.88 R <br />I <br />I <br />I <br />I <br />2+00 3+00 <br />STA: 1+39.73 <br />71`917177.Wl� <br />MATCH EXISTING <br />C4 <br />_ OH OH —N- OH OH OH - <br />STA: 1+65.79 <br />OFFSET: 20.00 R <br />PROPOSED ROAD <br />SHOULDER <br />4+00 5+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'—O" <br />SAW CUT AND REMOVE 12" WIDE <br />STRIP OF EXISTING PAVING MATCH <br />EXISTING GRADE <br />0 <br />PROPOSED ROADSIDE <br />\ DITCH 12" DEEP N88'54'00" E <br />RELOCATE EXISTING <br />UTILITY POLE BY L 0 T " 1 19P.G. & E. <br />4.27 ACRES <br />120 <br />6+00 7+00 <br />SECTION LINE <br />— — — — — OD <br />J <br />H OH <br />615.03 —I <br />RELOCATE <br />EXISTING UTILITY <br />POLE AND GUY <br />BY P.G. & E. <br />v <br />c <br />m <br />JAHANT ROAD <br />SCALE: 1"=40'-0" <br />OH <br />i <br />----- FOFF�SJ <br />CRT <br />7.38 <br />EXISTING HOUSE AND 20.00 R J <br />GARAGETO BE <br />M <br />STA: 8+41.42 0 <br />OFFSET: 7.41 R <br />9+ 0 9 <br />-7 H nu— — <br />/100.20 P CR <br />STA: 8+41.42 <br />9 .?s F ET: 8.41 R <br />3007-180-32 <br />WILLIAM Q AM L. & MARY M. <br />DEMOLISHEDW FUHS TRUST <br />I I o = Q <br />STA: 7+9 .41 <br />RELOCATE + <br />EXISTING UTILITYo <br />POLE BY I— <br />EXIST. <br />R/W R/W <br />110 _ _ 25' — 30' 10' <br />dPUE <br />10' 8' 12' 4' 6' I <br />I <br />S=8% <br />SAW CUT LINE 1' <br />100 S <br />EXISTING PAVING 2, <br />SECTION PAVING SECTION: 3" A.C. OVER <br />12" A.B. OVER COMPACTED <br />90 NATIVE MATERIAL TO 95% <br />RELATIVE COMPACTION FOR A <br />DEPTH OF 6" <br />DATUM ELEV <br />85.00 0+50 0+25 0+00 <br />SECTION "A" <br />SCALE: 1"=10' VERT. AND HORIZ. <br />OTHERS T <br />STORM WATER RETENTION FOR CONTINUATION SEE SHEET C-3 <br />AREA FOR LOT 1 ROAD <br />RUNOFF ONLY <br />ENGINEERING,INC <br />• Civil Engineering <br />• Land Surveying <br />• Structural Engineering <br />• Planning <br />4045 Coronado Avenue • Stockton, CA 95204 <br />209 943-2021• Fax: 209 942-0214 <br />E -Mail: mail®siegfriedeng.com <br />1dA_jjjjjjh,kj <br />W <br />I z <br />Pr..4 E w <br />boyy 0 � <br />w <br />ao � <br />Q <br />E-1 w o <br />z ►� U <br />PIP O <br />n� <br />DATE <br />to <br />co <br />DRAWN BY <br />co <br />torn <br />CHECKED BY <br />z <br />w <br />z <br />AJL <br />1.4 <br />z <br />d <br />SHEET <br />C-5 <br />�a <br />SHEETS <br />z <br />o <br />�zzm <br />��ZN <br />WP <br />w <br />�--� <br />er <br />� '9 <br />in <br />C) <br />W <br />U <br />00 <br />M) <br />U w <br />Of <br />0 <br />U <br />Cn <br />�z <br />W <br />Z C.J <br />O <br />HQ W <br />U <br />+ <br /><, <br />O Q <br />w <br />Tn <br />Z <br />O <br />.--i <br />UO <br />_ ^ <br />W <br />00 <br />LU <br />^ <br />0 <br />04 <br />^ <br />EXISTING CENTERLINE <br />PROFILE <br />H <br />100 <br />+�rnadw <br />N <br />�— Sim <br />\\ <br />Su 0041f — <br />— _ r _ _ <br />100 <br />EXIST. SWALE <br />SOUTH SIDE <br />w a <br />m�n <br />S-ro054f <br />S=0.0029± <br />-------- — <br />— — <br />r-------1 <br />ROAD <br />— — — <br />--- <br />EDGE <br />OF PAVEMENT SOUTH SIDE <br />— — — <br />SSV- <br />n <br />49'-12" CMP <br />CONFORM <br />M <br />In <br />CULVERT ® 0.000 <br />12" DEEP <br />DITCH FLOWLINE SOUTH SIDE ROAD <br /><Cq <br />INV 97.10 <br />O <br />C.7 <br />N <br />r <br />+ d <br />W <br />• <br />+ aa <br />M <br />a o <br />T tea <br />H J <br />90 <br />aa. rn <br />90 <br />OO <br />t0 <br />Lj <br />n <br />M <br />n <br />w <br />n <br />00 <br />n <br />m <br />n <br />— <br />06 <br />as <br />n <br />o6 <br />17 <br />C" <br />14: <br />01 <br />n <br />0, <br />Of <br />Of <br />c> <br />M <br />O <br />IA <br />O <br />O) <br />X <br />0) <br />O <br />0) <br />0) <br />Of <br />01 <br />Of <br />m <br />m <br />Of <br />O <br />a7 <br />O <br />W <br />1+00 <br />+o / <br />_4oH —oH off _– <br />N DAYLIGHT PROPOSED <br />o DITCH TO EXISTING <br />SWALE <br />STA: 1 +41.91 <br />OFFSET: 8.88 R <br />I <br />I <br />I <br />I <br />2+00 3+00 <br />STA: 1+39.73 <br />71`917177.Wl� <br />MATCH EXISTING <br />C4 <br />_ OH OH —N- OH OH OH - <br />STA: 1+65.79 <br />OFFSET: 20.00 R <br />PROPOSED ROAD <br />SHOULDER <br />4+00 5+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'—O" <br />SAW CUT AND REMOVE 12" WIDE <br />STRIP OF EXISTING PAVING MATCH <br />EXISTING GRADE <br />0 <br />PROPOSED ROADSIDE <br />\ DITCH 12" DEEP N88'54'00" E <br />RELOCATE EXISTING <br />UTILITY POLE BY L 0 T " 1 19P.G. & E. <br />4.27 ACRES <br />120 <br />6+00 7+00 <br />SECTION LINE <br />— — — — — OD <br />J <br />H OH <br />615.03 —I <br />RELOCATE <br />EXISTING UTILITY <br />POLE AND GUY <br />BY P.G. & E. <br />v <br />c <br />m <br />JAHANT ROAD <br />SCALE: 1"=40'-0" <br />OH <br />i <br />----- FOFF�SJ <br />CRT <br />7.38 <br />EXISTING HOUSE AND 20.00 R J <br />GARAGETO BE <br />M <br />STA: 8+41.42 0 <br />OFFSET: 7.41 R <br />9+ 0 9 <br />-7 H nu— — <br />/100.20 P CR <br />STA: 8+41.42 <br />9 .?s F ET: 8.41 R <br />3007-180-32 <br />WILLIAM Q AM L. & MARY M. <br />DEMOLISHEDW FUHS TRUST <br />I I o = Q <br />STA: 7+9 .41 <br />RELOCATE + <br />EXISTING UTILITYo <br />POLE BY I— <br />EXIST. <br />R/W R/W <br />110 _ _ 25' — 30' 10' <br />dPUE <br />10' 8' 12' 4' 6' I <br />I <br />S=8% <br />SAW CUT LINE 1' <br />100 S <br />EXISTING PAVING 2, <br />SECTION PAVING SECTION: 3" A.C. OVER <br />12" A.B. OVER COMPACTED <br />90 NATIVE MATERIAL TO 95% <br />RELATIVE COMPACTION FOR A <br />DEPTH OF 6" <br />DATUM ELEV <br />85.00 0+50 0+25 0+00 <br />SECTION "A" <br />SCALE: 1"=10' VERT. AND HORIZ. <br />OTHERS T <br />STORM WATER RETENTION FOR CONTINUATION SEE SHEET C-3 <br />AREA FOR LOT 1 ROAD <br />RUNOFF ONLY <br />ENGINEERING,INC <br />• Civil Engineering <br />• Land Surveying <br />• Structural Engineering <br />• Planning <br />4045 Coronado Avenue • Stockton, CA 95204 <br />209 943-2021• Fax: 209 942-0214 <br />E -Mail: mail®siegfriedeng.com <br />1dA_jjjjjjh,kj <br />W <br />I z <br />Pr..4 E w <br />boyy 0 � <br />w <br />ao � <br />Q <br />E-1 w o <br />z ►� U <br />PIP O <br />n� <br />DATE <br />to <br />co <br />DRAWN BY <br />co <br />torn <br />CHECKED BY <br />z <br />AJL <br />1.4 <br />z <br />d <br />SHEET <br />C-5 <br />�a <br />SHEETS <br />z <br />o <br />�zzm <br />��ZN <br />WP <br />�--� <br />in <br />C) <br />W <br />U <br />a <br />Ei <br />Cn <br />�z <br />W <br />Z <br />Tn <br />O <br />.--i <br />W <br />I z <br />Pr..4 E w <br />boyy 0 � <br />w <br />ao � <br />Q <br />E-1 w o <br />z ►� U <br />PIP O <br />n� <br />DATE <br />to <br />co <br />DRAWN BY <br />co <br />torn <br />CHECKED BY <br />z <br />AJL <br />1.4 <br />z <br />d <br />SHEET <br />C-5 <br />�a <br />SHEETS <br />z <br />o <br />�zzm <br />��ZN <br />WP <br />�--� <br />in <br />C) <br />W <br />U <br />a <br />Ei <br />Cn <br />�z <br />W <br />Z <br />Tn <br />O <br />.--i <br />DATE <br />5-19-06 <br />DRAWN BY <br />GE <br />CHECKED BY <br />AJL <br />JOB NO. <br />06101 <br />SHEET <br />C-5 <br />OF 6 <br />SHEETS <br />