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52 U J U U m J Jw J J J 52 <br /> N w Nw = U J 00 O U 2 ~ U U <br /> X J X H W X W W Op X O X X O w X X O O X of X <br /> W O� W �J d W d. + W + c00 O W W + W +� W + W W W W W <br /> -00 _ - (n J <br /> 5 0 u d 4 M °`` ~Lf) -- u7 � v p o � � cn L0 0 L� M � � _ - � '� d �' `° 5 0 <br /> m J �j +Nr` u7 Lr) uj � _'t u7 = I 00 Nj ui ui W M °D 3 00 F- N r <br /> r` I� It �� � It 14- It LLJ � v Z3 v (n U XN v J J <br /> a0 - cn W � L� 3 Ln � II _ p d W u- O <br /> J c~i� II Ln N cn 11 V) II z J p Z v zz d <br /> Z > > > J J O II J J + m O II - U O U + r 48 <br /> Om > O O © U Um U 3 p U w II Z O � <br /> Q C9 U c) U U > m cn a 14 0 U >V w ®® > w II J � � tY <br /> 48 O o W W W m J J J U m C) m J U U <br /> _ W W W N 0 U N � w U m m U' N (, _ ¢ m W J J ® J U 2 d- O <br /> Inrcc') 00 W J I� 00 O C) C7 N U lb U' O J U tb m >+ ^ p n a0 N W N r d -+ O p w w mm U m m w W <br /> + �LLJ + FW- U + F H + + � + �_ + 0 } p } � + Lo sY + o w + m d O� c9 C� O 0 O + � � O W N O <br /> e �F d L0 d' LY �d- e � W - L f U 0 + c0 01 + � e m C7 J LO <br /> 46 qt <br /> 46 <br /> 0.25% '- '2 32q <br /> 44 <br /> 0.26 44 <br /> � -0.37% 0.39% <br /> �Of FL (RT) J FL (LT) 25% EXIST CL PROFILE -0.25% 0. 4% <br /> ,m PROFILE to PROFILE <br /> 42 o + FINISH CL CONST PROFILE FL (RT) PROFILE FL (LT) PROFILE <br /> 42 <br /> 16 + 50 17+ 00 17+ 50 18+ 00 18+ 50 19 + 00 19 + 50 20+ 00 20+ 50 21 + 00 21 + 50 <br /> CAUTION <br /> GAS SERVICES ARE 20" TO <br /> 32" DEEP - HAND DIG <br /> CONST SDI (TYPE 1) <br /> CONST SDI TYPE 1 <br /> ( ) 15' i STA "M"17+57, 52 CONST SDI (TYPE 1 ) LO <br /> RT I j <br /> STA "M"17+30, 50' LT I 010' 1 20+00, 28.0 LT <br /> INSTALL 25 LF 12"0 ADR INSTALL 68 LF 12"0 ADP R EL = 43.50 <br /> R I { <br /> > FL = 43.72' <br /> INV = 40.02 <br /> FL = 43.85 INV = 40.00' AUTIO j j INSTALL 02 LF U <br /> INV = 40.40' I MH INV = 38.90't 3 HIGH PRESS RE 6" 3 12 0 ADP I Z <br /> I 00 W 1 +57 LT o GAS MAIN 0 1 j W <br /> . ........... . <br /> J +52 LT <br /> D-�G&S- BEGS CG&SW i i I b 1 I04 > <br /> CONST 5' AC TRANSITION TYP ./ 6 U Q I a I CONST 8 SDMH J a <br /> / 5 - �BMOVE TREE (18"0) W W 20+00, 0' RT g <br /> m a_w / (� 9?W RIM EL 44.71 TRANSITION / CONST AC DOWNDRAIN <br /> + INV = 3 .88 7 <br /> RESET SIGN _ - INV = .74' 12" SD)--. 30 S.F. C-MISC AREA <br /> C5 cX� - - - L . . _ . INSTALL 175 LF <br /> M G / . <br /> / A S <br /> _ <br /> + m <br /> 6OX <br /> 6±55, V28.3' RT o N sF� f' xGP�� w 17 <br /> R EL = 44.83 1 7 + 0 2 <br /> N N INV = 41.5 + -1-* + INV = 33.67' g + 00 I SAWCUT LINE TYP <br /> INSTALL 61 .5 LF 2 GAS IS 4 DEEP- 21 + 80, 31 <br /> U 8 IN TALL 65 LF � + 2 0 0 2 � + 0 0 CASE B I <br /> w N 8 m RECONSTRUCT MH U 7.5' � ' • <br /> z C-1 15 > <br /> O (V W <br /> + N CROWN <br /> = 1 G� + N SHIFT CROWN = 19+50 HP A : O STUB <br /> SD ® 0.12% <br /> CO) 5� O c9 ds TO 20+00 12' FL 45.00 0 <br /> XGQSF' �',Q AC DITCH c <br /> d - -- p - -�_ - - - - - <br /> CLEAN EXIST SDI <br /> 3 SALVAGE <br /> o w REMOVE CB AND ao <br /> En <br /> CONST 12" CHRISTY RESET W-17 SIGN V)N BOX "V12" 4 LF 10"0 POPE 1 + _ <br /> / SALVAGE F&G 0 SAWCUT I YP <br /> N 17+16.7, 28.8 RT z 1 PLANE 2' AROUND <br /> v d = GR EL = 44.03 +53 R�. RELOCATE R-1 SIGN o <br /> p w x INV = 41.0 END CG& . .. ..... . 0.00 /+54 RT z I I uc sCry U@'cdilfRTM <br /> + � " INSTALL� 60 ADP 33.0 LF BEGIN cG&5w CURVE DATA TABLE <br /> w CONST 48" SDMH > <br /> 21 +35, 6.0 RT <br /> > O CONST SDI (TYPE 1) CURVE # RADIUS DELTA LENGTH TANGENT I I RIM EL = 44.88' 1� <br /> STA 'M"17+77, 52 RT INV = 34.04 <br /> wo i �15': 0.10 INSTALL 36 LF 12"0 ADP O1 25.000 89'56'0 39.242 24.972 1 I 185TAALL 134 LF � <br /> d F�L = 43.75 I <br /> 0 SID <br /> INV = 40.00' O2 25.000 90'00'1 39.272 25.002 <br /> MH INV = 39.37'f <br /> CONST SDI (TYPE 1) SAWCUT LINE TYP O 25.000 90'00'00" 29.270 25.000 <br /> STA "M"17+41, 50' RT ® 25.000 90'03'38" 39.296 25.026 <br /> INSTALL 36 LF 12"0 ADP O5 19.500 90'00'15" 84.497 19.501 <br /> FL = 43.75' <br /> INV = 40.00' ` © 19.500 90'00'00" 30.632 19.500 <br /> MH INV = 39.27't <br /> / O7 50.000 69'40'47" 60.807 34.803 <br /> ® 44.500 69'40'47" 54.118 30.974 L-10 <br /> 1 <br /> P <br /> 10' FESS <br /> BEFORE EXCAVATING Revisio" Description Date Ey ppraue <br /> CALL U.S.A. No. D MARK THOMAS & CO. INC. T.R.FLEMIN DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 No 3 31 <br /> FOR REDUCED PLAN <br /> 800-227-2600 SACRAMENTO, CA 95826 <br /> TOLL FREE (916) 381 -9100 Exp. 3Z31 O'7 SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2 WORKING DAYS BEFORE ALL sT CIVIL �P <br /> PLANNED WORK OPERATIONS 0 1 2 3 1 1 OF CAV�Fo�� <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE LAYOUT AND LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON SHEET <br /> SHO <br /> H. CARCIA 4161162-1 EETS <br /> SCOUNTY O F SAN J 0 A Q U I N SCALE: 1 "=20' <br /> ELLING a/o1/oz C. ROCKWAY a/o1/oz <br /> DRAINAGE WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 13 40 <br /> FILE NAME DRAWER S EET NO. ACRD REVISIONS DATE <br />