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110 <br />110 <br />LL \ <br />U ^M <br />Co 0 <br />+00 <br />W _ <br />U <br />DC 0 <br />O <br />12+00 13+00 14+00 <br />I <br />W & <br />Q C) <br />MIX <br />25' <br />007-180-35 <br />ROBERT B. & JULIE L. <br />SUTLIFF <br />I <br />REMOVE EX. FLOW LINE—, <br />EX. GRAVEL ROAD <br />INSTALL 58 LF OF NEW I I <br />12' CMP CULVERT <br />1 FT A.B. 98.90 P CR r3 <br />SHOULDER STA: 13+89.58 <br />ism OFFSET: 12.00 <br />W <br />N - <br />O <br />U <br />O <br />DE VINEYARD <br />- - 329.62' - - <br />LOT "4" <br />4.81 ACRES <br />CALIFORNIA CONCRETE <br />PRODUCTS A-147 ASSY.- <br />(FRAME AND GRATE <br />ASSEMBLY) OR EQUAL. <br />CONCRETE COLLAR l <br />24°0 <br />95.0C <br />REMOVE EX. IRRIGATION J <br />PIPELINE <br />of <br />STA: 14+13.83 <br />STREET LIGHT TO BE <br />STORM WATER RETENTION ATTACHED TO UTILITY <br />AREA FOR LOT 4 ROAD POLE (UTILITY POLE BY w <br />RUNOFF ONLY P.G.& E.) <br />0 <br />� I <br />z <br />I <br />DITCH FLOWUNE <br />120 <br />15+00 16+00 17+00 18+00 19+00 20+00 21+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'-0" <br />I <br />I I <br />I <br />I <br />1 007-180-21 <br />FREDERICK N. & JUDITH L. <br />DOHRING <br />EX. FLOW LINE 007-180-25 <br />OF DITCH RICHARD LEE WILSON <br />EX. DITCH EX. TOP OF BANK TRUST ETAL <br />SAW CUT AND REMOVE 12' WIDE I - <br />STRIP OF EXISTING PAVING MATCH C-4 6561 <br />EXISTING GRADE EX. PAVED ROAD EXISTING PAVEMENT ENDS <br />\--. <br />---- _ - — — - - - - - <br />_ — — -------9-7P----- F <br />_ -- <br />---------- ------ o <br />i 00-- ---- 3 Fr M <br />1 15 0 0 6 00 00 +0 <br />STORM WATER RETENTION <br />AREA FOR LOT 5 ROAD <br />RUNOFF ONLY <br />329.51' <br />GRAPE VINEYARD <br />LOT "5" <br />4.81 ACRES <br />- - - - - _ 329.39' 5! <br />6 FT A.B. <br />SHOULDER <br />I <br />REMOVE <br />EX. IRRIGATION <br />10' P.U.E. PIPELINE <br />STORM WATER RETENTION <br />N AREA FOR LOT 6 ROAD <br />RUNOFF ONLY <br />z <br />TRETHEWAY ROAD <br />SCALE: 1"=40'-0" <br />fD R%W R/W <br />I 10' <br />PUBLIC UTILITY <br />110 EASEMENT ( 25' 30' <br />I <br />PRECAST <br />REINFORCECONCRETED 20' 7' 6' 12'T__1 <br />20' EXISTING I <br />SAW CUT UNE PAVING I <br />PIPE S=8% SECTION <br />100 __ _I__ 2 <br />�C JT-----�---- <br />CONCRETE BASE ---------------- ------- - <br />2126" A.B. OVERSECTION 3" A.C. <br />12" DEEP STORM12" DEPTH MIN. WATER RETENTION COMPACTED 1/2" A.B. OVER <br />POND FOR ROADWAY NATIVE MATERIACOMPACTED NATIVE MATERIAL <br />1• PVC <br />PERFORATED PIPE <br />30" LONG FILLED W/ <br />I DIA. DRAIN t 1 <br />SCALE: NONE <br />90 RUNOFF TO 95% RELATIVE TO 95% RELATIVE <br />DATUAf ELEV _ <br />65.00 _0+50 <br />COMPACTION FOR COMPACTION FOR A DEPTH <br />A DEPTH OF 6' OF 6' <br />-0+25 0+00 <br />STA: 14+21.53 TO 20+72.48 <br />SECTION " C" <br />SCALE: 1"=10' VERT. AND HORIZ. <br />0+25 0+50 <br />R VALUE=12 <br />TI= 4 <br />15' <br />.55P <br />97.56P <br />CQ <br />O <br />CIO <br />w+ <br />o <br />v, <br />VINEYARD <br />22'x 35' P.U.E. <br />C'4 z <br />O <br />AND DRAINAGE <br />+ <br />STORM WATER RETENTION <br />EASEMENT <br />�'Iw <br />TURN AROUND <br />AREA FOR LOT 6 ROAD <br />LOT 6 <br />z <br />d w <br />a_ <br />RUNOFF ONLY <br />N U <br />JOAQUIN <br />z <br />�z��,� <br />6 <br />COUNTY DETAIL <br />U <br />4.81 ACRES <br />F -la <br />Lj <br />z <br />1-4 <br />_ <br />VIw <br />� <br />U <br />C) <br />w <br />W <br />z <br />• <br />� <br />NOD �w Z <br />- <br />w <br />U) <br />�z <br />W <br />c0 <br />�m <br />Of <br />^� +Z <br />'i 114 <br />LO <br />U <br />Cr <br />E-4 <br />O <br />14 <br />co <br />- <br />W a0 <br />NT In 0 <br />.. -. .. <br />N <br />t[N�� <br />- <br />rn O 0 <br />NZ <br />Cn <br />100 <br />-- <br />— — — <br />S=0.000 Z <br />— — — — <br />ELEV: 97.8 EX <br />( ) <br />S=0.0 65 <br />- <br />S=0.0062± <br />— _ =-� <br />---------_----- <br />EXISTING CENTERLINE PROFILE <br />S=0.0006± <br />—y ELEV: 97.8(EX) <br />EV, <br />S=O. <br />g7.8 <br />ELEV 97 6(EX) S=0.00111 <br />—_� <br />o+ <br />N <br />m <br />- <br />Cm <br />? <br />100 <br />— — — <br />S=0.005 <br />—� <br />— — <br />BOTTOM ELEV: 96.91 <br />-B@TfOM ELEV g6.9i <br />— BOTTOM ELEV: 96.82 <br />BOTTOM ELEV: 96_82 <br />0 <br />C`' <br />_ <br />PROPOSED DITCH <br />N <br />z <br />EDGE OF PAVEMENT WEST SIDE <br />to00 <br />FLOWLINE EAST SIDE OF <br />ROAD <br />® <br />EXISTING DITCH FLOWLINE EAST SIDE ROAD <br />w z <br />EDGE OF PAVEMENT AT TURN OUT <br />STORM WATER RETENTION <br />CIDw <br />c� <br />M z <br />STORM WATER RETENTION <br />STORM WATER RETENTION <br />d <br />Fn <br />w 5 <br />U o <br />AREA PROFILE WEST SIDE <br />_ <br />STORM WATER RETENTION <br />�? s <br />a <br />AREA PROFILE WEST SIDE <br />OF ROAD <br />AREA PROFILE WEST SIDE <br />OF ROAD <br />o <br />AREA PROFILE WEST SIDE <br />U o <br />OF ROAD <br />V) <br />OF ROAD <br />+ <br />�_ d L <br />90 <br />90 <br />ODW <br />OD <br />OD <br />LO <br />M <br />M <br />O <br />OD <br />OD <br />00 <br />n <br />f` <br />1` <br />Q0 <br />m <br />c0 <br />c0 <br />LO <br />to <br />LO <br />Lq <br />07 <br />Od <br />aD <br />06 <br />c6 <br />Oi <br />Oi <br />Od <br />OD <br />06 <br />Od <br />Od <br />Od <br />OD <br />06 <br />Od <br />Od <br />W <br />Od <br />00 <br />00 <br />LL \ <br />U ^M <br />Co 0 <br />+00 <br />W _ <br />U <br />DC 0 <br />O <br />12+00 13+00 14+00 <br />I <br />W & <br />Q C) <br />MIX <br />25' <br />007-180-35 <br />ROBERT B. & JULIE L. <br />SUTLIFF <br />I <br />REMOVE EX. FLOW LINE—, <br />EX. GRAVEL ROAD <br />INSTALL 58 LF OF NEW I I <br />12' CMP CULVERT <br />1 FT A.B. 98.90 P CR r3 <br />SHOULDER STA: 13+89.58 <br />ism OFFSET: 12.00 <br />W <br />N - <br />O <br />U <br />O <br />DE VINEYARD <br />- - 329.62' - - <br />LOT "4" <br />4.81 ACRES <br />CALIFORNIA CONCRETE <br />PRODUCTS A-147 ASSY.- <br />(FRAME AND GRATE <br />ASSEMBLY) OR EQUAL. <br />CONCRETE COLLAR l <br />24°0 <br />95.0C <br />REMOVE EX. IRRIGATION J <br />PIPELINE <br />of <br />STA: 14+13.83 <br />STREET LIGHT TO BE <br />STORM WATER RETENTION ATTACHED TO UTILITY <br />AREA FOR LOT 4 ROAD POLE (UTILITY POLE BY w <br />RUNOFF ONLY P.G.& E.) <br />0 <br />� I <br />z <br />I <br />DITCH FLOWUNE <br />120 <br />15+00 16+00 17+00 18+00 19+00 20+00 21+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'-0" <br />I <br />I I <br />I <br />I <br />1 007-180-21 <br />FREDERICK N. & JUDITH L. <br />DOHRING <br />EX. FLOW LINE 007-180-25 <br />OF DITCH RICHARD LEE WILSON <br />EX. DITCH EX. TOP OF BANK TRUST ETAL <br />SAW CUT AND REMOVE 12' WIDE I - <br />STRIP OF EXISTING PAVING MATCH C-4 6561 <br />EXISTING GRADE EX. PAVED ROAD EXISTING PAVEMENT ENDS <br />\--. <br />---- _ - — — - - - - - <br />_ — — -------9-7P----- F <br />_ -- <br />---------- ------ o <br />i 00-- ---- 3 Fr M <br />1 15 0 0 6 00 00 +0 <br />STORM WATER RETENTION <br />AREA FOR LOT 5 ROAD <br />RUNOFF ONLY <br />329.51' <br />GRAPE VINEYARD <br />LOT "5" <br />4.81 ACRES <br />- - - - - _ 329.39' 5! <br />6 FT A.B. <br />SHOULDER <br />I <br />REMOVE <br />EX. IRRIGATION <br />10' P.U.E. PIPELINE <br />STORM WATER RETENTION <br />N AREA FOR LOT 6 ROAD <br />RUNOFF ONLY <br />z <br />TRETHEWAY ROAD <br />SCALE: 1"=40'-0" <br />fD R%W R/W <br />I 10' <br />PUBLIC UTILITY <br />110 EASEMENT ( 25' 30' <br />I <br />PRECAST <br />REINFORCECONCRETED 20' 7' 6' 12'T__1 <br />20' EXISTING I <br />SAW CUT UNE PAVING I <br />PIPE S=8% SECTION <br />100 __ _I__ 2 <br />�C JT-----�---- <br />CONCRETE BASE ---------------- ------- - <br />2126" A.B. OVERSECTION 3" A.C. <br />12" DEEP STORM12" DEPTH MIN. WATER RETENTION COMPACTED 1/2" A.B. OVER <br />POND FOR ROADWAY NATIVE MATERIACOMPACTED NATIVE MATERIAL <br />1• PVC <br />PERFORATED PIPE <br />30" LONG FILLED W/ <br />I DIA. DRAIN t 1 <br />SCALE: NONE <br />90 RUNOFF TO 95% RELATIVE TO 95% RELATIVE <br />DATUAf ELEV _ <br />65.00 _0+50 <br />COMPACTION FOR COMPACTION FOR A DEPTH <br />A DEPTH OF 6' OF 6' <br />-0+25 0+00 <br />STA: 14+21.53 TO 20+72.48 <br />SECTION " C" <br />SCALE: 1"=10' VERT. AND HORIZ. <br />0+25 0+50 <br />R VALUE=12 <br />TI= 4 <br />15' <br />.55P <br />97.56P <br />CQ <br />O <br />CIO <br />w+ <br />o <br />GRAPE <br />VINEYARD <br />22'x 35' P.U.E. <br />C'4 z <br />O <br />AND DRAINAGE <br />+ <br />STORM WATER RETENTION <br />EASEMENT <br />�'Iw <br />TURN AROUND <br />AREA FOR LOT 6 ROAD <br />LOT 6 <br />z <br />d w <br />PER SAN <br />RUNOFF ONLY <br />N U <br />JOAQUIN <br />z <br />�z��,� <br />6 <br />COUNTY DETAIL <br />U <br />4.81 ACRES <br />F -la <br />PROFESS/ <br />C_ 9 <br />* XP. 12 1/07 <br />Sr <br />C/ V0, c <br />F OF CAL k ^ <br />DATE SIGNED: - I <br />INSTALL TYPE "A <br />BARRICADE STD. DWG. <br />N0. R-24 SEE DETAIL <br />SHT. C-2 <br />007-380-12 <br />LAMONT T. & GLORIA V. <br />97.89 P END HILLIARD <br />M <br />IMPROVEMENTS <br />M STA: 20+72.48 <br />OFFSET: 12.00 R <br />4 <br />N <br />0 <br />iT <br />z <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 />CQ <br />O <br />CIO <br />w+ <br />5-19-06 <br />DRAWN <br />CIO <br />� <br />V 1 <br />O <br />E-' <br />C <br />a <br />wE <br />JOB NO. <br />ow <br />0 <br />06101 <br />SHEET <br />W <br />0 <br />� <br />�� <br />z <br />�z��,� <br />6 <br />w <br />U <br />^ <br />z <br />1-4 <br />VIw <br />� <br />U <br />C) <br />w <br />W <br />z <br />x <br />oCr <br />w <br />U) <br />�z <br />W <br />1--� <br />E-11 <br />ICAa <br />Cr <br />E-4 <br />O <br />14 <br />O <br />CIO <br />5-19-06 <br />DRAWN <br />CIO <br />� <br />V 1 <br />O <br />E-' <br />z <br />~z <br />JOB NO. <br />Ca <br />06101 <br />SHEET <br />W <br />C-4 <br />z <br />�z��,� <br />6 <br />SHEEfS <br />z <br />1-4 <br />z <br />0 <br />C) <br />w <br />W <br />�� <br />U) <br />�z <br />W <br />1--� <br />z <br />Cr <br />O <br />14 <br />co <br />DATE <br />5-19-06 <br />DRAWN <br />BY <br />GE <br />CHECKED BY <br />AJL <br />JOB NO. <br />06101 <br />SHEET <br />C-4 <br />OF <br />6 <br />SHEEfS <br />