Laserfiche WebLink
m <br />m <br />m <br />/ <br />/ <br />� <br />Z <br />C� <br />D <br />O/"--10' <br />SEE <br />' <br />SHEE 7' <br />0' �� <br />SCALE: N 1" <br />= 40" <br />LEGEND <br />AC. ASPHALT CONCRETE GB GRADE BREAK <br />TC. TOP OF CURB S > TYPICIAL <br />W WATER SSSANITARY SEWER <br />SD STORM DRAIN INV INVERT <br />E/P EDGE OF PAVEMENT <br />F.F. FINISH FLOOR 2 SEE CONSTRUCTION <br />P.U.E. PUBLIC UTILITY EASEMENT NOTES <br />/ <br />O <br />Cl OF <br />SolUCq TR9CY <br />a / <br />/ <br />v <br />Q <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />PROPOSED EDGE <br />OF PAVEMENT <br />SEE SHEET 12' <br />\ <br />42 • ro <br />22' DEDICATION \ <br />TO S.J. CO. <br />\ <br />2 0 <br />10' P.U.E. 5' 10" W <br />C) <br />8' <br />Q <br />I <br />1 <br />m <br />\ <br />64 + <br />ECR <br />\ <br />T 64 + 04.67 <br />R <br />6 <br />a + 06 <br />1 <br />� --� <br />�— 1 <br />STA. 63 + 97.82 <br />—� BCR g U <br />64 + .5 STA. <br />ECR <br />STA. 49 + 13 <br />WATER SERVICE 3 <br />g o <br />P.U.E. <br />9 <br />I <br />' <br />I <br />' STA. 64 + 4.36 <br />ECR <br />STA. 64 + 79 <br />BCR <br />6 <br />ea + 00 10 W <br />BCR 1 <br />�STA. 4 t 35.77 MARINO DR. <br />TA. 50 + 00 ORR DRIVE <br />64 + 42. <br />ECR(0 <br />STA. 49 + 24 <br />WATER SERVICE <br />22 <br />I <br />31 <br />as + oo <br />CIV <br />I <br />+ <br />O <br />co <br />e + ao <br />4 <br />8 <br />m u <br />+ � <br />° <br />01 <br />d a <br />23 <br />N <br />o <br />+ <br />n <br />N <br />12" SD <br />ea + ao <br />e" W <br />0 <br />N <br />+ <br />n <br />(0 <br />44 <br />It > <br />� <br />+ w <br />cn <br />cn <br /><( <br />c Q <br />N <br />3 <br />8" SS <br />1 <br />12 <br />It 0 <br />+ 5 <br />00 � <br />�D <br />d w <br />vn 3 <br />24. <br />T <br />STA. <br />10' <br />STA. <br />69 + <br />5 <br />P.U.E. <br />N <br />+ <br />U) <br />W <br />Z <br />J <br />W <br />V) <br />D Z) <br />w <br />W <br />� <br />(_ <br />69 + 4 <br />BCR <br />54 <br />ECR <br />(TYP.) <br />STA. STATION <br />CL CENTERLINE •— PROPOSED <br />EX EXISTING STREET LIGHT <br />G ORIGINAL GROUND <br />�PROPOSED STORM DRAIN MANHOLE/ <br />SEE SHEET 16 PROPOSED SANITARY SEWER MANHOLE <br />04PROPOSED WATER VALVE <br />PROPOSED CATCH BASIN <br />8, 3 R PROPOSED FIRE HYDRANT <br />i <br />3 vi <br />ro ro <br />STA. 70 + 15 <br />(�' BCR <br />ro <br />STA. 70 + 45 <br />6 9' z ECR <br />6 = <br />Ljj <br />18" SD W <br />4 �o ao o <br />8" W + V) <br />0 W <br />a w <br />in <br />STA. 70 + 0 MARINO DR. <br />STA. 80 + 00 JOSEPH DR. <br />25 <br />/ <br />ELSTA. <br />48 + 45 <br />10, <br />F RAD.= 41' <br />TE <br />/Sl <br />WATER SERVICE <br />/ <br />21 <br />CONSTRUCTION NOTES <br />01 INSTALL CATCH BASIN SEE DETAIL SHEET 1{ �Ain Aq� <br />20 INSTALL AC DIKE SEE DETAIL SHEET °���� •. F���'o <br />INSTALL In' WATER SERVICE PER S.J. CO. STD. PLAN CW -W8. <br />i <br />VINE LANE <br />4 INSTALL WATER VALVE PER S.J. CO. STD. PLAN CW -W5. <br />© INSTALL FIRE HYDRANT PER S.J. CO. SID. PLAN CW -W18. <br />® FACE OF CURB RADIUS IS 30'. <br />SCALE: <br />R <br />VERT:: 1"= 4' 1"=40' <br />VE <br />© 1' VERTICAL CLEARANCE (MIN) q . v <br />INSTALL 4" SEWER SERVICE PER S.J.CO. STD. PLAN S -7A. <br />® INSTALL DROP SEWER MS.I.I. <br />0 MANHOLE PER S.CO. SID. PLAN CW-SW10. <br />® INSTALL BLUE REFLECTIVE MARKER 1' OFF CENTERLINE(TYP) <br />81 +00 <br />62 +00 <br />63 +00 <br />64 + <br />00 <br />BS + 00 <br />66 +00 <br />67 +Do <br />6 + 00 <br />69 +00 <br />70 <br />0 <br />Ar <br />— J <br />e <br />LED <br />nnnnn— <br />00 <br />— <br />t0 <br />Innf Ar. <br />LON <br />00 <br />�—F <br />N <br />EXISTINGGROUN1O <br />— <br />N <br />N <br />LL <br />Ll <br />1 <br />L <br />- - <br />i <br />1l.1 <br />Hff <br />I <br />I <br />.619 <br />IF N <br />rill A <br />DILLON & MURPHY <br />I <br />CONSULTING CIVIL ENGINEERS <br />_ <br />ENGINEERING PLANNING SURVEYING <br />in <br />" SS <br />1820 W. KETILEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />— <br />IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />CASTELLO ESTATES <br />106f 29* trN <br />_ <br />MARINO DRI WF VINE LANE 0 <br />STA. 60 + 00 TO STA. 70 + 50 <br />Im <br />APRIL, 2000 <br />— <br />SAN JOAQUIN <br />— <br />COUNTY <br />0 <br />REV. N0. <br />DESCRIPTION <br />DATE <br />SCALE: AS NOTED <br />BENCH MARK: BB -42 EL: 138.58 <br />SHEET <br />0 4._ <br />4—D <br />—ry k= <br />E= f-- 4— <br />z <br />Q <br />STREET NAMES <br />11 —03 <br />DRAWN BY: S.M./M.T./B.H. <br />DESCRIPTION: <br />18 <br />C14 CN IN If -Z <br />LOT CHANCES <br />1 1 —03 <br />DESIGNED BY: J.M <br />BRASS CAP S W CORNER OF <br />OF 30 SHEET <br />® <br />MISC. <br />11-03 <br />CHECKED BY: C.D. <br />CONCRETE CULVERT 114 NORTH <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR ROAD <br />JOB NO. <br />9877 <br />ouo. n�oernme <br />AS BUILT BY: BH 11-03 <br />in <br />