Laserfiche WebLink
SOUTH SAN JOAQUIN <br />IRRIGATION DISTRICT <br />OFFICE <br />EXIST. NAT. rrRwrlo <br />I <br />EX14T. EP <br />A7 <br />l2r LANE N1F�T <br />EX1�iT. -----+ <br />11'LANE <br />9'UNWLDER <br />—.- - <br />2 3", 4" 9 6" sections <br />A <br />EXIST. NAT. rrRwrlo <br />I <br />EX14T. EP <br />N <br />VICINITY MAP <br />SECTION A -A <br />0 <br />f _ <br />18 <br />r <br />SI ORM MN ' <br />grade odjwtment rings <br />2 3", 4" 9 6" sections <br />F. t--. 42.64 <br />B <br />C <br />5•44D•T <br />RtM .00 <br />BEGIN Tyr <br />FENCE y <br />x x <br />K <br />FL. 42.40 <br />BOT. 4$A <br />`* <br />banded with mortar on <br />WITH <br />GON9T. V' DITGH <br />surface& <br />t0u_Ie SDP <br />RR <br />LINE. <br />pipes, Class IL as required <br />—ATE <br />to obtain proper elevation <br />N <br />VICINITY MAP <br />SECTION A -A <br />0 <br />f _ <br />18 <br />r <br />_ too <br />HIGH <br />C� <br />+ ROUTE <br />LEFT TURN POCKET PLAN <br />III = 501 <br />CHIP SEAL <br />' _TRZAl1StT1O1-1 <br />comPACT� <br />OIRT SHouI_Oea_ <br />(TYP) s <br />0.33' TYPES B' A�%. <br />O.GS' TYPE..E A.C. <br />STATE HIGHWAY <br />11/w I- <br />W <br />0 0 4 G <br />s Fd1E1N.0. WIDE <br />v , <br />1.1 ...- - _- <br />SECTION B -B <br />R° VALUE = -74 T. I• = R-0 <br />0-2>'5TYPE `R1' Pr-) <br />0.6S' TYPE .EI A.C. <br />CHIP SEAL <br />SO' <br />Top of pavement grade <br />18 <br />Precast reinforced concrete <br />grade odjwtment rings <br />2 3", 4" 9 6" sections <br />as required <br />A <br />Precast reinforced <br />concrete cane. <br />CONC. <br />FENCE WALL SE PLACE.O <br />All joints mortared and <br />`* <br />banded with mortar on <br />WITH <br />FooTING- 61' ovTstOfl. of <br />surface& <br />R•O.W. <br />LINE. <br />pipes, Class IL as required <br />• 4 <br />to obtain proper elevation <br />I' 2' 3; s d Y <br />lb, DRIVEWAY <br />S D. L <br />, <br />o. %-?' <br />A.C. <br />Rlq 4•G.00 <br />19 <br />_ F. t. 4L:qo <br />IONACP <br />D"T.4B.0 7 <br />ELOCATE <br />' <br />'� <br />IL <br />OITCN � <br />by <br />_ <br />O'ZNWI-DER 90' <br />MEET <br />EXIST <br />'LANE <br />120 <br />2' LANE <br />qg• <br />90� �.r•-r <br />i <br />L <br />0' SHouLDESL <br />' _TRZAl1StT1O1-1 <br />comPACT� <br />OIRT SHouI_Oea_ <br />(TYP) s <br />0.33' TYPES B' A�%. <br />O.GS' TYPE..E A.C. <br />STATE HIGHWAY <br />11/w I- <br />W <br />0 0 4 G <br />s Fd1E1N.0. WIDE <br />v , <br />1.1 ...- - _- <br />SECTION B -B <br />R° VALUE = -74 T. I• = R-0 <br />0-2>'5TYPE `R1' Pr-) <br />0.6S' TYPE .EI A.C. <br />CHIP SEAL <br />SO' <br />Top of pavement grade <br />i <br />Cost iron Frame and Cover - <br />Pinker+on A-614 Azzembly <br />to <br />sec Idle. Lowest <br />IL <br />4"� F•- Cllr "9" Concrete for •r <br />le <br />boss Pre- cost ba}e <br />may be used if approved <br />by the Engineer. <br />ELEVATION <br />STORM SEWER MANHOLE <br />*NOTE : A I - 6" concrete cane may be used if approved by the Engineer. <br />TYPICAL STORM <br />SEWER MANHOLE <br />So <br />'lAN6 EXI17f.r12%ANE G' VAR- IYARIA <br />wn>Et/1N0• woutz. 3' <br />EXt9T 6'SHWLOE2 <br />TO BE QIFMOV60 <TYr) <br />4 <br />W01 <br />033 TYPE B A.C.. <br />0.6S� TYPE Ie. A.C. <br />SECTION C -C <br />RAW <br />W <br />U <br />IInn Z <br />T <br />Z <br />Z <br />v <br />0.50 <br />6. V. t. ST011t6% b"%W 10LET USE CALTRANS <br />STRNOARQ G-1 <br />1 <br />i FY.\ZT E•P.'� `� -- --- -_ _- _ E.DkE STRtee-..___ _.._-�._r' '_. E.Q. <br />-- MEET EXIST' EDG •_�RJPk'� _.---_-.-__---� MSEC EXIS�� �l <br />--- poueLE YELLOW STRIPE I 8 `• EC1OW STRIPE <br />c ,l. EX\ZT ft r .J� _ <br />d _ — <br />t _ a OOuOLE Y `j <br />ri � EKIST. <br />DOGE �TRtPD. <br />---_.- - _-�_��._.,.------__----_-_-___--_- - - -- -- �_-_---_ __,._------__.__-•C-EXIST E•('. <br />�,-� , EK1ZT E.Q. <br />r' <br />R.o.w. <br />40�. _ TAPER p ISo 30' 30 10 <br />Y� 1 <br />t r -•C y <br />'eAR•RIE2 SrRAPE <br />^s' 1•/1 330 ONE -WA% 84R.R\E2 5+R1PE X00' TRANSITION lB0 SOO TRANSt-rtoN 350 or'\E.-'NAY ,J <br />VV <br />y S PAVEM'eNT WAi2KINCl) SIGN WOTZK. 4,.- <br />STRIPING, WILL SS DONE 6`( DEVELOPER, <br />Li STRIPING DETAIL I <br />* n I AT THE DEVELOPERS EXPENSE ,.-_ALL. <br />50 WORK- SHALL CONFORM TO CALTRANS <br />♦ ^Y' STMip4RDg. <br />I <br />s <br />revisions job no. 1961 SHEET <br />APPROVED 19 APPROVED 19 <br />{{ no. description date by WONG ENGINEERS,, INC. acts JULY 1981 <br />PLANNING • ENGINEERING"'- SURVEYING scale AS SHOWN MANTECA INDUSTRIAL CENTER 2 <br />f _ U STOCVJON, CA <br />LIFORN A drawn <br />�S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E. 21,258' • R.C.E. No. 14269 design CALTRANS <br />LEFT TURN POCKET OF SEVEN <br />rcheck FILE <br />FlrrNT[O ON OI{M NO. 1000N C"A1PRINT 1 /. <br />I / <br />Precast reinforced concrete <br />grade odjwtment rings <br />2 3", 4" 9 6" sections <br />as required <br />Precast reinforced <br />concrete cane. <br />All joints mortared and <br />`* <br />banded with mortar on <br />both interior and exterior <br />surface& <br />Precast reinforced manhole <br />pipes, Class IL as required <br />• 4 <br />to obtain proper elevation <br />I' 2' 3; s d Y <br />i <br />Cost iron Frame and Cover - <br />Pinker+on A-614 Azzembly <br />to <br />sec Idle. Lowest <br />IL <br />4"� F•- Cllr "9" Concrete for •r <br />le <br />boss Pre- cost ba}e <br />may be used if approved <br />by the Engineer. <br />ELEVATION <br />STORM SEWER MANHOLE <br />*NOTE : A I - 6" concrete cane may be used if approved by the Engineer. <br />TYPICAL STORM <br />SEWER MANHOLE <br />So <br />'lAN6 EXI17f.r12%ANE G' VAR- IYARIA <br />wn>Et/1N0• woutz. 3' <br />EXt9T 6'SHWLOE2 <br />TO BE QIFMOV60 <TYr) <br />4 <br />W01 <br />033 TYPE B A.C.. <br />0.6S� TYPE Ie. A.C. <br />SECTION C -C <br />RAW <br />W <br />U <br />IInn Z <br />T <br />Z <br />Z <br />v <br />0.50 <br />6. V. t. ST011t6% b"%W 10LET USE CALTRANS <br />STRNOARQ G-1 <br />1 <br />i FY.\ZT E•P.'� `� -- --- -_ _- _ E.DkE STRtee-..___ _.._-�._r' '_. E.Q. <br />-- MEET EXIST' EDG •_�RJPk'� _.---_-.-__---� MSEC EXIS�� �l <br />--- poueLE YELLOW STRIPE I 8 `• EC1OW STRIPE <br />c ,l. EX\ZT ft r .J� _ <br />d _ — <br />t _ a OOuOLE Y `j <br />ri � EKIST. <br />DOGE �TRtPD. <br />---_.- - _-�_��._.,.------__----_-_-___--_- - - -- -- �_-_---_ __,._------__.__-•C-EXIST E•('. <br />�,-� , EK1ZT E.Q. <br />r' <br />R.o.w. <br />40�. _ TAPER p ISo 30' 30 10 <br />Y� 1 <br />t r -•C y <br />'eAR•RIE2 SrRAPE <br />^s' 1•/1 330 ONE -WA% 84R.R\E2 5+R1PE X00' TRANSITION lB0 SOO TRANSt-rtoN 350 or'\E.-'NAY ,J <br />VV <br />y S PAVEM'eNT WAi2KINCl) SIGN WOTZK. 4,.- <br />STRIPING, WILL SS DONE 6`( DEVELOPER, <br />Li STRIPING DETAIL I <br />* n I AT THE DEVELOPERS EXPENSE ,.-_ALL. <br />50 WORK- SHALL CONFORM TO CALTRANS <br />♦ ^Y' STMip4RDg. <br />I <br />s <br />revisions job no. 1961 SHEET <br />APPROVED 19 APPROVED 19 <br />{{ no. description date by WONG ENGINEERS,, INC. acts JULY 1981 <br />PLANNING • ENGINEERING"'- SURVEYING scale AS SHOWN MANTECA INDUSTRIAL CENTER 2 <br />f _ U STOCVJON, CA <br />LIFORN A drawn <br />�S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E. 21,258' • R.C.E. No. 14269 design CALTRANS <br />LEFT TURN POCKET OF SEVEN <br />rcheck FILE <br />FlrrNT[O ON OI{M NO. 1000N C"A1PRINT 1 /. <br />I / <br />