Loading...
HomeMy WebLinkAbout2108A-10DIST COUNTY ROUTE POST MILES SHEET TOTAL PROJECT NO. 08 SBd. 66 R 15.61 /R 15.86 10 QRo��ssl� REGISTERED CIVIL ENGINEER 7- I?+- � DAVID M. McGIASSI PLANS APPROVAL DATE N0. 38482 * EXP. 3/31/97 CIVIL � CAL • t -E)- .4- 1 of -70:3� E Gx 3125t l2 120 1240v lel 5"—Zo ca'sE2 40-b if fL�c1rG plc 2 Vo d- t #Z A. L.- LF Lv DO V Z D D ._ �-PF - DRAIN U/O o U/O - PP S PP PP SCALE 1 "= 40 Y PP D a. S .:. P :•: ID ... EXISTING CON Ul T M D is J PP . . S Q 0 .n ..•. S S PP .. ----, r r..:. :..::! :l......: o ....................... 0 1 r= f .f .. - -• - ::::::.:JJ::JlJ,.l.Ylx., :...Yr::!l:::::..rJJIlI,,,,J,,.,JJ,...,...,J,,..J...J.......................................:.h.,:..i:...,,.,,..,.:...:....::..:::. �. � :::::::. ........J:...,...,1..., ........... , ..:., :.r .:.::.J::. ,::::. � ::: , :...,..,....,:...,.:,......,........................................ ..J• F •.•. •.• •.• •.• • ...... .• • ....... • • : • x:. ♦ x.!lJlN.Yx.•lJlr:vNNIYNJIV.•.vxlxJ. xf. .l. l.JM...-------- ,In .,. ,JJ. ,J.JJ. •.......... •... •.....••.••••..• •...••..... J. ! JJ. l.. !!: ...... N. Nl .. Nl. lJ..,. .. l..:.J.:. r..... ...... ...... :.:... ...... ... A. ...l.. %:•ff:•�. J.... .vt.. .! .:..... -. x.. ... ... vY x. J.:. ...!!. lh..:. ....x :J..:J. .J:f:f .lJrl:. ..N .. N .: .... :.: » I G • • • •.. • •••. • ..•..••....• « •: r. : n1 ..N:•::•• ;!••!fir- . r f • ••Yl:.•Jr• . ! ! !. .! .•�v . vx..l. ••.•:::.•.,vJ.•'. DFOOTH I L B LVD 0 I I 0 MH .•I I v/O c i I I B I o ro f-58�0 773 774 766 767 I 772 9c..................................................:.............................................................:............r....:.....r........:...........:.......... M 768 1..........................................................,............................:.....:.:...1._.............................:........... 771 ....... . ..i....:r. 770 _ ! _ ,... _ :.r.:. _ M _ ...:. ...:. J::.......................................................... ..: .....,. __ .. r...... •.. .....• .•..... ii:........•. f• . • .................. ........................ ................. :........................ lam. r.�•,v. �:............ •..... •................. r:♦!•.•.. .:.... .............-....l. ..... ........ ........ ... 1 ...... '....:.............. :............ ......., ........ 7 ...l.. ...... J...J.:..,:,......a..........................«:r.:.:::r.r::.r...:..::.J<!f!h!Jl..YIJ....J.JI.u...JJ.I..I..IJJ.I...IIJJ......................................r......:.......1....................:...J......,......J...J..............................:.....:........1.....r....lJ....J.....:::....J....... ...... ��•� .......................................................... .. Ld a 0 z 0 F- 0 0 Lit w w n a 0 Qf LLI 0 z 0 V) LLI 0 Of w LTJ z Z LTJ U LL) 0 REFER TO SHEET 14 FOR ACTUAL CONSTRUCTION I - .�■.�■■■■�■■ 1■■■■■■■�� s 11 € f i f f # I I 00 1 101. 25 } f.•!S!!r. J,lZ!! !! .,Jr.>., •:::.;...:Jl:: f::y ..: r:?xr.Yr;} •rrr: rrr � I I r � y I � . }v # , S..... }}..... ... S ... . f... {. r,..... ... }....... r;....... I { s . }:..:....:..-.l:..:.....rrr.r:.......-:. ,,... r { f • xrr . r . -. • , !'•' • .:.r•`-:,G1ri:•}Fi::iSiYYiYriSYfrYr}�}�yr7irrniiri}}'iiii'r, > ,...... i/}i�:v?:rfr}y,.pi}Yr}}}... • rr r: x: }}X }}iv.•{ ' • I { r a' •. i TRAFFIC DETECTOR EASEMENT JUNCTION BOX LOCATIONS & UTILITY EASEMENT @ FOOTHILL BLVD. MID—BLOCK ENTRY SCALE: 1"=20' 1 1/2 )$ DIA. CONDUIT FOR POWER TO STREET LIGHTS. CONTRACTOR TO PROVIDE CONDUIT, EXCAVATE & BACKFILL 24—INCHES BELOW FINISHED GRADE. HAND HOLES TO BE FURNISHED BY SOUTHERN CALIFORNIA EDISON COMPANY, AND SET TO GRADE BY CONTRACTOR IN NEW SIDEWALK. PULL ROPE REQUIRED AS PER EDISON DRAWINGS. 2" DIA. CONDUIT FOR SIGNAL INTERCONNECT. CONTRACTOR TO PROVIDE CONDUIT, EXCAVATE, & BACKFILL 30—INCHES BELOW FINISHED GRADE. PROVIDE RADIUS SWEEPS INTO PULL BOXES. PULL ROPES REQUIRED BETWEEN EACH SET OF NEW PULL BOXES. 3" DIA. CONDUIT FOR SIGNAL INTERCONNECT ACROSS FOOTHILL BLVD. CONTRACTOR TO PROVIDE CONDUIT AND BORING ACROSS STREET. PROVIDE RADIUS SWEEPS INTO PULL BOXES. PULL ROPES REQUIRED BETWEEN EACH SET OF NEW PULL BOXES, CALTRANS STD. #5 STRUCTURE PULL BOX (ES -7A). SET TO NEW FINISHED CONCRETE SIDEWALK ELEVATIONS. CONNECTING CONDUITS TO ENTER THRU BOTTOM OF PULL BOX. !*J 3" DIA. CONDUIT FROM ELECTRICAL TRANSFORMER PAD TO #9A PULL BOX (FUTURE SERVICE PEDESTAL LOCATION). CONTRACTOR TO PROVIDE CONDUIT, EXCAVATE, & BACKFILL 30—INCHES BELOW FINISHED GRADE. PROVIDE RADIUS SWEEPS INTO PULL BOXES AT GRADE STRUCTURES. (COORDINATE WITH SIGNAL PLAN MANGO AVE.) F 1 1/2 of DIA. CONDUIT FOR FUTURE TRAFFIC DETECTOR LOOPS. CONTRACTOR TO PROVIDE CONDUIT, EXCAVATE, & BACKFILL 36' BELOW FINISHED GRADE. PULL ROPE REQUIRED. 1-800-422-4133 CALL AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING /GAL UNDERGROUND UNDERGROUND SERVICE ALERT OF BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING I ITII ITV 11\INr'n^4511 t•IR NrCInAr' AI CCT A A a^^ AAA AAYR TOTAL 3H EET. 23 Revisions: NO. DESCRIPTION DATE 'ENG.AP.1 APPROVED DATE C©hLc7u cT Pce ED�So 9// 9. ?f.tor Prepared By: G" - Law Pten t - Do llm CITY OF FONTANA, CALIFORNIA DRAWN BY: JCJ DESIGNED BY: FZ CHECKED BY: DMcG Ms WAL—MART REDEVELOPMENT CENTER CONDUIT PLAN FOOTHILL BLVD. OF 23 SHEETS DwG NO. APPROVED: i• 5l 2108—A L'zc CITY ENGINEER R.C.E. 25126 7/0/94 11 r% EA 38310 K