Laserfiche WebLink
Metadata
Document management portal powered by Laserfiche WebLink 9 © 1998-2015 Laserfiche. All rights reserved.
sa <br /> 17*3 0h <br /> 6 0' , <br /> x <br /> so I U10 <br /> T -� I <br /> I <br /> 1 <br /> R/W Line <br /> I 60 I I I I I � <br /> ` I EPIN I =rI I I Const <br /> Const 0 l $D <br /> � <br /> X <br /> II I <br /> I 1 II II I <br /> /SD <br /> X % %�%-%J / I rF \ L % % X�% X- X K % % % % % % %-N-Y�M�N�.-x-%-%�N�X�N Y-%T' 4 \\ 4 V Y <br /> .-X-.-x % X N % X - . % % YX <br /> X-X-Y ' / X % <br /> - - - - - - - - - - - - - - - - - - - - - l -= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> G G G G G G G G G G /�G ® G\ � G <br /> CD <br /> r (A <br /> rn CDrENDL \ <br /> - - - - - - - - - - - - - - - - - <br /> cn — — — I Sta See Sheet No. 8 <br /> CD <br /> D 0 Street 26+97 for End AC Walk at <br /> U) CD y Ninth Street detail <br /> 0 <br /> N ° 22 23 24 25 SD <br /> + 0 26 27 p 2�+21 28 <br /> C) » » r , , <br /> S.•{•'4;7 api 7 p "Tr+. '8. r.: �, - <br /> . d$ „ ,. - �i„may'.' s ,: <br /> —� <br /> \ \ \ \ . TT�r \ \ \T . \ \ \ \ \ \ \\ \ \ r—\^ 7— <br /> \ •\ <br /> •% K % K K % <br /> - %-X -%-N-%-%-N- % % <br /> SD Existing utility <br /> Place 6LF 12” RCP '� \ box to remain <br /> (Class III) and plug Ad'ust to ,�, <br /> 77R&D bollards pipe end \ <br /> R/W Line (22) Ep R/W Line Slope= 0.01 % grade �� s,l° <br /> / SDI Grate Elev 21 .28 (D <br /> Place Curb Ramp Type E Place Curb Ram % \� CD <br /> Ramp Sta 26+71 (18 Rt) End AC walk and\\, \, <br /> SD , <br /> See Sheet No. 6 for details Type E See Sheet conform to EP <br /> No. 6 for details �\\ <br /> Sta 27+32 <br /> Hamilton Middle End 7.5' CG&S & begin ISD 60 ' <br /> School AC walk Sta 26+97 I , <br /> I <br /> END OF IMPROVEMENTS <br /> 23 : Adjust xist SDMH 23 <br /> Const CL — _ _ _ — _ _ _ EP (Rt) <br /> Frame and Cover to :grade : Adjust Exist SDI Frame: Const <br /> i and Grate to grade <br /> Sta 26+82 (16 Rt�T _ — — - <br /> - — — — — — — — _ — — — _ — — — — — — — Sto 27+02 19' R� — - <br /> -...— ... ................................... <br /> ....— .........................:..................................................:....� ....... ................... ........ _ :.. <br /> 0.25% —0.459 - - -- - - - - - - - - — - - ��SDMH <br /> A <br /> II <br /> 0.249 0.25% <br /> I <br /> 21 ....................................................................................................................................................................................... ......................................................................................................................:................................................. :................. ...............................:................................................ :....................... :................... .. ....................... 21 <br /> II I II <br /> R&D Existing SDI II <br /> Sta 26+71 ( 18' Rt) <br /> . ........................................ ................................................................................................................... .. .... .... ......... ................................ ................................ ....... ...... ............... .... ............. .................... ................. ....................................... <br /> G... .. .EI . ..2.�... g <br /> High Point ra e v _II_ _;l I <br /> FL Hinge Point InvtEleve19.782 II <br /> Existing swale rade Sta 23+25 Sta 24+25 Existing swale <br /> g g FL Elev 22.10 Place SDI (Type 1 ) <br /> Elev 21 .86 grade (21 ' Rt <br /> II <br /> Sta 26+71 <br /> 19 ....................................................................................................................................................._................................................... 9 <br /> 12" CMP to re <br /> EI 1 ( Out) <br /> main : <br /> Hinge Point : Grate Elev 20.90 I <br /> Sto 26+00 Inv Elev <br /> 7.90 In and: II <br /> Elev 21 .07 <br /> II II <br /> ...................................................................................................:................................................. .................................................:. .. ..... ..... .......... ................... .... ....... <br /> Place 6LrA 2": RCP (Class lll) and plug <br /> Slope= 0.01 %: <br /> . II <br /> Backfill with Standard Backfill I I R&D 12" CMP (8't) <br /> See Special Provisions <br /> ....... : ............... ......................... ................................................. ...................................... <br /> 17 ........................................................................................................................................................................................................_................................................................................................... ............................................. . . 17 <br /> .......................................... <br /> Invert ev I Inv Elev 17.80 <br /> Place 10LF 12 RCP <br /> (Class III) <br /> z <br /> ............. ............................................ .. ............... .................... .. ........................................................................ <br /> FU <br /> .....Slope= 0.01 <br /> Backfill with Standard y o <br /> Backfill. See Special I o' <br /> ' ••...••....•... Previsions <br /> o_ <br /> :................................................. . :.............................1 . 1............... .................... .......................... ................................................. - <br /> 15 .............................................................................................................................................................................................................................................................................................................................................................. �' 15 <br /> �12" RCP <br /> V) <br /> 0 <br /> 22 23 24 25 26 27 28 w <br /> a <br /> z <br /> III- <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE SCALE: _ D STREET IMPROVEMENTS SHEET NO. L ) <br /> ,� <br /> COUNTY OF SAN JOAQUIN HORIZONTAL SCALE: 11' =120 PLAN & PROFILE (THIRTEENTH STREET TO NINTH STREET) <br /> ,`fOS�2tUl Tu 4/07 �F/Loo Y 200 ��i� ao%1 " P 5 OF 9 <br /> a <br /> a �co; <br />