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110 <br />imru <br />iL'16D1 <br />I <br />i <br />LOW POINT ELEV = 99.80 <br />o <br />Q I <br />+ <br />zl <br />O <br />I� <br />z <br />I <br />0..4z <br />I oy <br />I <br />30' <br />VC LOW POINT STA = 1+26.76 <br />�I <br />�a <br />C1 0 <br />z <br />�zz <br />ap <br />�V <br />w <br />W <br />PVI STA = 1+22.67 <br />O <br />RELOCATE <br />C\2�z <br />EXISTING <br />o <br />UTILITY POLES <br />BY P.G.& E. <br />i <br />� PVI ELEV = 99.63 <br />Q <br />= <br />o <br />30� <br />Q I <br />� <br />Cr <br />o <br />o A.D.=4.91 <br />zo <br />C7; K= 6.11 <br />J <br />w <br />Lx.l w <br />.. Of <br />^ 01M <br />olo <br />Z L^ <br />Lr) C' <br />N� <br />�J <br />+ <br />^ <br />^ w ^3 <br />tD W <br />+-y <br />cV co <br />QQW <br />K� .. .. <br />O <br />N <br />CD <br />CN <br />0_ J <br />^0 33 <br />a0 iAv <br />M ^.m o + x <br />LO U <br />CENTERLINE PROFILE <br />M <br />`v aid - <br />Oy <br />^� <br />LO a <br />^ <br />D_' CA o0 <br />w `�'­ <br />N` - <br />0_' W <br />LLI C-4 C6 <br />+V7 <br />+ +U + ..m <br />wCCD <br />N(n Of OO <br />..m <br />+-� <br />co <br />Z� <br />J <br />PAVEMENT <br />v <br />cii ^ $=0.0071 <br />S e <br />ELEV: <br />99.4(IX) <br />o <br />S_0. <br />0�= <br />a <br />�n <br />m? r' <br />- <br />35' 12" CMP <br />m U tzi <br />�� tr`'wn <br />(E) <br />'So <br />o a $' 0.018 <br />�' �' �� <br />w ca <br />ELEV: 98.7(EX) <br />on <br />N �' a' O O <br />S--0_000► <br />CULVERT 0 0.0034 <br />w <br />C-4 cn O o <br />100 <br />PAVEME <br />- - - - - - <br />S=0.005 <br />- - - <br />- - - - - _ - <br />- <br />- - - - <br />- � _ <br />ELEV: 98.3 EX) <br />ELEV: 98.3(EX) ELEV: 98.1 (EX) <br />100 <br />®CENTERLINE <br />BOTTOM ELEV: 8.43 <br />5=0.005 <br />- <br />- - <br />--- - - <br />- - - ----- <br />BOTTOM ELEV: 97.16 <br />S 0034. <br />S=O.00y4 r - - -1 <br />Sr 0.005PAVEMENT <br />EDGE OF PAVEMENT(W) <br />--_- <br />ELEV: 99.4(EX) <br />EDGE OF PAVEMENT <br />tDIT�CH�' <br />BOTTOM ELEV: 97.28 <br />BOTH SIDS <br />EXISTING <br />GROUND PROFILE2 <br />�+ <br />J <br />Cp <br />= i <br />°i <br />PROPOS <br />i- <br />+ J :rv <br />o <br />DITCH FLOWLINE EAST SIDE ROAD <br />N r' ad <br />STORM WATER RETENTIONa <br />FLOWLINE EAST SIDE OF <br />ao <br />n <br />rn w + <br />N m <br />�l <br />DITCH FLOWUNE EAST SIDE ROAD <br />r- <br />a m <br />STORM WATER <br />RETENTION r <br />J <br />�o o a? <br />wr)w <br />AREA PROFILE WEST SIDE <br />OF ROAD <br />ROAD <br />11�rn <br />°f d <br />AREA PROFILE <br />WEST SIDE _ <br />+ +� <br />t~n <br />STORM WATER RETENTION <br />- <br />OF ROAD <br />„�� <br />M <br />d <br />o _ <br />rn U o <br />^ w <br />+ <br />+ <br />STORM WATER RETENTION <br />n �' <br />J <br />AREA PROFILE WEST SIDE <br />rn <br />d <br />'� o <br />^ n- <br />o <br />x <br />AREA PROFILE WEST SIDE <br />) o <br />OF ROAD <br />�, <br />M `� <br />OF ROAD <br />rn <br />90 <br />d� <br />a <br />N 'N <br />a u"'i <br />a oan <br />C`4 <br />90 <br />w <br />as <br />M <br />CA <br />as <br />as <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />p <br />p <br />Cn <br />an <br />an <br />m <br />m <br />00 <br />m <br />W <br />0, <br />00 <br />m <br />m <br />�, <br />aD <br />m <br />00 <br />0) <br />00 <br />03 <br />aD <br />CO <br />iL'16D1 <br />I <br />i <br />� I <br />o <br />Q I <br />+ <br />zl <br />O <br />I� <br />z <br />I <br />0..4z <br />I oy <br />I <br />� <br />I <br />I <br />�I <br />�a <br />C1 0 <br />z <br />�zz <br />ap <br />�V <br />W <br />O <br />RELOCATE <br />C\2�z <br />EXISTING <br />o <br />UTILITY POLES <br />BY P.G.& E. <br />i <br />Z <br />Q <br />= <br />o <br />30� <br />Q I <br />� <br />It <br />2+00 3+00 4+00 5+00 6+00 <br />PROFILE <br />SCALE: HORIZONTAL 1"=40'-0" <br />VERTICAL 1"=4'-0" <br />i <br />39.52 P LOW PT <br />007-180-33 <br />STA: 1+26.76 007-180-32 WILLIAM L. & MARY M. <br />OFFSET: 14.12 L WILLIAM L. & MARY M. EUHS TRUST <br />EUHS TRUST <br />da.00 r t;rc STA: 1+57.32 <br />OffSET: <br />STA: 8 STREET LIGHT TO BE ATTACHED INV. 96.65 <br />1 12.2.00 L � <br />TO UTILITY POLE (UTILITY POLE a °- <br />BY P.G.& E.) _ _ <br />INSTALL 42 LF rn 12 <br />a 9 M OF NEW 12' 1 /4 SECTION LINE <br />C-3 $ rn CMP CULVERT I -4- m 1 FT A.B. <br />01 i SHOULDER <br />a' _ v d OH OH OH OH- OH OH <br />= OH OH OH OH off -_04R)' <br />i�h�OH - - H � _ <br />2+00 y n� 3+00 - 44++-00 5+00 - � -� 0 <br />- - - - - - - - - - - - - <br />329.85' <br />� 274.31 � <br />0 99.88 � - - - ABANDON INV. 96.65 <br />STA: 1+50.57 EX. WELL SHOULDER <br />12" CMP CULVERT INV. <br />I 97.1 <br />99.33 PLOW PT <br />STA: 1 +26.76 <br />OFFSET: 23.68 R <br />I I <br />I I I <br />FOR CONTINUATION SEE <br />SHEET C-5 <br />120 <br />R/W RAW. <br />10' <br />PUBLIC UTILITY <br />I EASEMENT <br />110 25' 20' y <br />20' 7' 6' 12' 12' L7'l 12" MIN. <br />S=8%I DEPTH DITCH <br />2 S=2% <br />100-------� r 1 <br />2 12" DEEP STORM 21 6" A.B. OVER 2 2 <br />12" DEPTH MIN. WATER RETENTION COMPACTED PAVING SECTION: 3" A.C. EXISTING GROUND <br />POND FOR ROADWAY NATIVE MATERIAL OVER 5 1/2" A.B. OVER <br />RUNOFF TO 95% RELATIVE COMPACTED NATIVE MATERIAL <br />90 ---- COMPACTION FOR TO 95% RELATIVE <br />A DEPTH OF 6' COMPACTION FOR A DEPTH <br />DATUM ELEV OF 6" <br />85.00 _0+50 -0+25 0+00 0+25 0+50 <br />STA: 1+37.78 TO 13+89.58 R VALUE=12 <br />SECTION "B„ TI= 4 <br />SCALE: 1"=10' VERT. AND HORIZ. <br />I <br />HEALTH DEPT. I RELOCATE <br />STANDARDS STORM WATER RETENTION EXISTING <br />AREA FOR LOT 1 ROAD 10' P.U.E. UTILITY POLES <br />- _ RUNOFF ONLY BY P.G.& E. <br />ABANDON <br />EX. IRRIGATION I <br />EXISTING HOUSE AND PIPELINE <br />GARAGE TO BE N <br />DEMOLISHED <br />0 <br />LOT "1" <br />4.27 ACRES p <br />7+00 8+00 9+00 <br />007-180-34 <br />JEFF GILBERTSON <br />MATCH EXISTING <br />CENTERLINE OF EXISTING GRADE <br />DRAINAGE COURSE <br />a <br />99.73 P CR =00 <br />STA: 8�\'r? Ln <br />OFFSET: 12.00 L + 0') <br />INV. 95.50 oa <br />I �o p <br />II � <br />OH •- OH OH OH -t Ory OH OH OH <br />7+00 II 800 N 9+00 <br />nn <br />STORM WATER RETENTION <br />AREA FOR LOT 2 ROAD <br />RUNOFF ONLY <br />LOT "2" <br />4.81 ACRES <br />TRETHEWAY ROAD <br />SCALE: 1"=40'-0" <br />INSTALL 48 LF OF NEW4rl <br />12' CMP CULVERT 11 <br />I <br />1 RE(OCATE EXISTING,/ <br />INV. 95.50 U11LITY POLES BY REMOVE EXISTI� <br />P.G.& E. METER POLE <br />STORM WATER RETENTION <br />I AREA FOR LOT 3 ROAD <br />I RUNOFF ONLY <br />DATE SIGNED: <br />10+00 11+00 <br />-EX. GRAVEL ROAD <br />/CONSTRUCT DRIVEWAY X i - - <br />W/12' CULVERT PER EX, TURNAROUND <br />COUNTY STD. DWG. EASEMENT PER <br />NO. R-17 R.S. 31-33 <br />99.55 P CL DW X/ <br />STA: 9+23.20 99.69 P CR U <br />STA: + r <br />99.38 P OFFSET: 12.00 L , <br />h INV. 95.50 LLJ <br />O <br />O W <br />+ N <br />�Z <br />�o <br />329.74' INSTALL 46 F F_ <br />1 CMP CULVERT <br />%--REMOVE EXISTING INV. 95.50 <br />STANDPIPES NOO*23'5 11w 19 2 2.4 ' <br />ABANDON EXISTING WELL PEE L <br />SAN JOAQUIN COUNTY `C� GRA <br />HEALTH DEPT. STADS. <br />REMOVE EXISTING <br />FILTER PAD I <br />GRAPE VINEYARD <br />LOT "3" <br />4.81 ACRES <br />R/W <br />10, <br />I <br />PUE 25' - <br />7, 6, <br />I I <br />I <br />EXISTING GROUND I S=8% <br />-L-- - - - - <br />1 1_j <br />1 2 2 <br />DRAINAGE STRUCTURE <br />RIM SET AT FLOWLINE <br />DRAINAGE DITCH OR <br />BASIN SEE DETAIL SHT. CMP CULVERT <br />C-4 <br />12' <br />i <br />TYPICAL CULVERT DETAIL <br />SCALE: 1"=10' VERT. AND HORIZ. <br />ENGINEERING,INC <br />SECTION <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 />W� <br />l(� <br />+ <br />VI z <br />19 <br />E0., w <br />00 �� <br />E-IC)c <br />�J O Cr <br />F-� w 0 <br />1� E -I <br />E-4 <br />Y <br />O <br />C0 <br />co <br />to <br />E -I <br />z <br />U <br />0..4z <br />►-i <br />�z <br />W <br />E4 <br />�a <br />z <br />�zz <br />ap <br />�V <br />W <br />C\2�z <br />pwW�� <br />E -I <br />A <br />� <br />Cr <br />Cl) <br />Y <br />