Loading...
HomeMy WebLinkAbout2116-S NONNI!111111111 MEN INSTALL BOLTED TYPE POLE PLATE - ATTACH TOP OF SV-2-T TO POLE PLATE * 1F X = 10' USE THESE DIMENSIONS * IF X = 11' USE THE DIMENSION WITH G E ans E RN Awk L NEU`a mIES, OTHER X DIMENSIONS R W O "I 1. Traffic signal and highway safety lighting systems per CALTRANS Standard Plans and CROSSWALK .C. Standard Specifications dated July 1992, as shown. on the plans and in the Special DOUBLE YELLOW STRIPE STRIPE OR MEDIAN CURB FACE OR w Provisions. LIMIT LINE �`' 2, Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, UTCD 2003 '* & California upplemetal to MUTCD 2003, Maintenance Manual, and Standard Specifications. FIVE SECTION * Conform pavement legends to city stencils. Reflectorize all signs, stapes and legends. SIGNAL HEAD �' „ THREE SECTION B B 3, Pavement markers and painting procedures for striping per Standard Specifications or SIGNAL HEAD ,4G Public Works Construction, latest edition. X* REFER TO PLAN FOR REMAINING LOOPS G 4, Locate all substructures prior to construction. Hand di foundations until clear of obstructions. Coordinate pole installations with overhea utility. or substructrure owners. Phone Underground Service Alert and concerned utility companies 48 hours prior to Location of utilities and substructures have been ,shown from a search of - - construction. LEFT TURN LANE available records. The Contractor shall conduct his operation in such a manner a t s " WHITE TURNING E LINE � protect not only the utilities and substructures shown, but other utilities or substructures U' that are not shown on these plans. — m TERMINAL COMPARTMENT 2 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to fine placement. Perform preliminary striping layout prior to loop detector layout. Ar_1111 ff-'%ff-% B% T I&E 'S U Ar ° 1 ullboxes No. and conduit 2" rigid metal except as Lj L V V C 6. Vehicle indications shall b 2 , p V bht;-U UN 0 uN ri n M 1L AF EL FEE I 1L 10, shown. Arm= I A L E X (EXACT LOCATION BY ENGINEER IN THE FIELD) 7, Electrical services shall be 120volt/240voIt. Provide circuit breakers for signals (one 50 amp metered) illuminated signs (one 15 a metered), and safety lighting (one 0 amp M%jwjh U N I INEM per 1200 watts or portion thereof unmetered. Coordinate service details and scheduling X- well in advance of need. INSIDE THRU LANE 2 $, The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be the 4" LANE LINE OR 8" TURNING LANE LINE Contractors responsibility to provide the correct conductors required for the intended operation. 9 NOTE: ALL SECTIONS 12" ALL SECTIONS1 " 1 � 1®, ALL CTI ' NOTE: 7ALL SECTIONSLj F®R fl " 12 OUTSIDE THRU NE I16Y 3 '! -- '! C '� ri (V) 1 " 114 mum T I L I T 1 Yff A C&0%M NP A ENs Y TEL. NVIS 1 ?2 1 A 4 FL Y Fu 6 1 1 h __L F1 A A A GX7h G G ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269 A VA A 4.j A GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 PHONE - VERIZON CORPORATION (909) 608--1230 - SBC ( 00) 227-2600 kZ%W; EELA%.PtM1=ELE WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 MAb=5 A L V V P Dvt! ! SEWER -- CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541 D'ETAIL !! ! DET AIL ! Wit IN R,Y,G = 02, 04, s�6 or s� REFERT PLAN O DISTANCE UNDERGROUND SERVICE ALERT (800) 227--2600 YA,GA = 01, 03, 05 or 07 . TO ADVANCE DETECTORS U Na A L 0 U`I ff" ffiftL " Y" SINGLE INPUT REMOVABLE EMERGENCY VEHICLE STEEL CAP 810-011PREEMPTION DETECTOR ARM LENGTH g0" 24" 1 1 2" TO 3/4" EE GN TAB" 48" // 11H D E"AkA 0%1 FIM `SM E E T REDUCER DETAIL — _ 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS 5-L i I PELCQ AB-015 2 OF TRAFFIC SIGNAL PLAN Cornwall Avenue and Foothill Boulevard OR AB-0132--L 1010 -rCOUPLING FOR OF 3 INTERCONNECT PLAN 0 3 000 SIGN WIRING (NIPPLEI I A Foothill Boulevard CONNECTORS AN T Y OTHERS) 6,—a" OR 6" 10—on 1 NOTE: LB CONDULET, STO CABLE, HANGING HARDWARE & SIGN BY OTHERS H A A� --,,---'—HIGHLAND q u CT. FISHER DR. ARM TUBE I GENERAL N 1 TH �L f ff-E LENGTH END O.D. x BASE O.D. x THK. MATERIAL SPECIFICATIONSVICTORIA SH Steel of ,000 psi minimum yield after fabrication P uNE = 7 5 amm A g'-0" 2 3l x 3 1/2" x 11 GA. `A GUM STREET A R MBASE PLATES ASTTuI A-35 Steel AS A-36 Steel (/ GES A01b. a M IL M mom M L a AW& ROAD Aprh Ofth Oft Af%VA 9 1%EL E aft F R a M N--s N EW%4 CLAMP PIPE ATERIALTMSPECIFICAlIONSrade B Steel NROAD urvEMRN 0 T bFitUIAL FK%JV 0 VNb V M%J%JN I INU 'to w;& L Am M 0 P k F 0%R (ASTM A--307) BUTT WELDS Ground flush with base metal LONGITUDINAL All welds shall conform to AWS D1.1 weld THIS WORK ARM 0""N" FILE IN IVL M Er--u %A*jV%k MImJik MOI M %wo A L UlmIWI=___ %0IOR SIGNAL POLE WELDS specifacation "" 4 MILLER / " DIAMETER AT /' / sEwI ftNi"m ME EUAW IftNV&Is%oCmSreEEE o111n0ffiKEIft UAow&F TmH sorM= UAp%klT%y& 24' ABOVE FINISH COATING '�` a uE - FINISHED GRADE STRUCTURE Hot dip galvanized per AS A-1STREET23 Y MEE " I-DOW` 2% HARDWARE Hot dip galvanized per ASTM A-153 FOOTHILLFOOTHILL. uv 66 DESIGN CRITERIA EXIST, C & G 1" STRUCTURE In accordance with the Specification for Structural 4 CLAMP HARDWARE Supports of Hi hwo Signs, Lu mmares and Traffic Signals. HTO 1994 MROW ARROW ROUTE a 3-7.-67 jh(.I( EXIST. C & G WELDING In accordance with the Specification for Structural worm 1� CITY z 1 1/2" DIA, Supports of Hihwa Signs, Luminares and N0. DESCRIPTION OF REVISION DATE APPROVED ='R" CAB. �'- "R" 3 1" DEBURRED Traffic Signals. HTO 1994 AF.. M NK F „ CAB. 2 „ SIGNAL POLE CLAMPHOLE Q I= K ME t; Uuv MVIII IN p A B^An "'m 'ah' A V) PAD 4 4 7" z p 16 DIA. HOLE IN WINE ElmAL o ° a ° ' a ° ° a a ®' 3" CLAMP SUPPLIED UH m K A F F I C`;` S I Adr MAL ° a VARIES WITH A E "F" ARM _ _ ./ 4' ® !: ®. 8" —16UNC BLUNT " L "TAIL00%1 UA Wh 10 POINT TAPPING 3 ,/�/� — + SCREW (PILOT HOLE RAD. (HOLD) 4TH STFMAm LL Am N N U PLAN SECTION TO BE FIELD AS REQ D. 7 777777 /'` %,PVKNWA vEOLOUE ME` DRILLED) — W/GROMEfE �° 4" 2" p It NOTCH OR DRILLFVV I 11ILL ovULC VAKW 4 �„ FOR DRAINAGE IN POLE DIA. a C. DATE. _. Emma MM!! ILE (FIELD DRILLED) 16TRAFFI NAL ATIONQRpFESS/ APPROVED Y. -- CD — UUNUA I 1UN AMUr CCp A CLA P DETAIL DRILL SIGN TAB AIL ® 4ZIR.C.E. 24953 0 ���G� S. £/ F CITY ENGINEER DESIGNREC MMENDED z W—Ift AM AV% A lddlftEL IN LAWREN /8, EISENHART ILM DO` fik I L L%j`11160 j% 0"N —' No. 13493 5' L.S.E. J &V%EmmaExp. 3-31-07 BRAWN 2070 Locust Court SHEET U_ MA%* 1 AKMdft AL I a I a%408 a ffiL m ^w San Bernardino, California 92404 s�q C 1 V 1V L.S.E. Tel: (909) 864-5406 Fax: (909) 864-5047 OT TO SCALOF p OF CA1. CHECKED DRAWING NO. o AL a ENCE S. ® R.C.E. 13493 DALE O DETECTOR SCHEDULE DETECTOR SCHEDULE POLE AND EOUIPMENT SCHEDULE SENSOR DETECTOR CONTROLLER LOOP PER DETECTOR RACK #2 NO. CHANNEL INPUT CHANNEL 1 — - 19 NOT USED POLE SIGNALDIMENSIO IMOUNTING DETECTORACK 1 1 23-N-04 2 OTUCOM •I• • • POLE SIGNAL LUMINAIRE 1 1 —S-03 1 1 3—E- 01 17 OTU D DESCRIPTION HEIGHTVEHICLE 1 Cornwall CT 1 -N-04 4 3-W-02 1 2-FUTURE 29-5-80 30' 50' 15' 3' - 12' SV-1-T 3-MA SP-1-CS 6 0OW 000 2 1 1 — — 1 1 1 1 3—N- 7 OTU 1— 10' — — , — —1 —T — — — — — — W E ........ 1 2 1 FUT. 3 — — 4 OTU D 1 w• 15 0' - 12' ' - -8' SV-1-T ®. - 0o - 1 1 —N-07 7 U 1 3—W-05 1 OTU Foothill LVD 17-3-80 0' 20' 15' -22' - V-3-TA S P-2-CS 3 00 1 OTU 2 � 13100 m 1 1 - 1 1 4-S-03 7 NOT U 29-5- 0 *25' 0' - ' - -6' SV-1-T 2-MAS P-1-C 3 Cornwall AVE q_ 100 m 1 - +1 FUT. N NOT USED 1-A 10' - - -4' - -1-T - -1-C - - 1 11 1 4— - 1 NOT U _ _ _ 's 15 30 1 ' ' 0 V-1-T 2 200W SCALE 1 =20' Foothill BLVD 5 2—N-04 1 OTU 4—W-02 NOT U 1011110 5 10 20 40 13000 1-A 10' PLAN- P N N —3—T - SP-1—C — — — — 1 2—E- 01 1 —N-07 1 NOT USED 2—W-02 1 4— — NOT U 6 7I P.P.B. POST 3$1 0 16 7 12-N-07 1 T USED 1 4- - N CUT CAP POLE . INSTALL I.I. .N. • HORIZONTAL MAT ARM 024'±. 7 I.I. . . . SHALL B MOUNT ON A SEPARATE HORIZONTAL MAST ARM R TIL 0 H 1 . m - 1 T USED 4- - 2 0 D 32' 3 ' ROTATE LUMINAIRE MAST ARM 0' TO SIGNAL MAST ARM. 1 1 I 20' 0' — 1 4 m 1 V 1 V — ' APPROX. 00' T 2 V 2 V — 1 /2\ LE.. 44ft ACK O -WALK m 1 V EVP — 4 1 LIGHTING 2„ I 10* 2 12 I.I. . • INSTALL -3 V EVP — CO- SIGN -6"x36' SERVICE NEW C G 2„ .6M.W.D.VP DISCRIMINATOR G.F.C.I. E•S•B. NEW G "C, 1 LC FUTUREC G ON AL POS :.: . MWD EASEMENT- ________________________________________________ ________--______-----____--__--------_____________-________-----_____-__----------__--_-__-__-____ _------------_---___--___-_____---________________-----_______________---------- ------ --________ ______---- - -,___-- -_ ____________-- _ _ _ _ ______ ________-__ ___________________--__ - -------- -----_______________________________--_______ _____-_-_-_----_-----_-----------__________________ ___________________________----_____---________ ______________________________________------- ;ty_ 5" MWD CLEARANCE ... ... _r_ - - , to .. .....:. ...... .. 5 MWD CLEARANCE -+ 3 - '® - - -- - C HANDHOL ,� : . 171M M " w \y w z N1 [i] .s ...., f u� _________________ ----------__------_______-------------_____ _________________ ________ _______ ___ ____ _ _ __ _ .,... :.:':....,.. 5 MWD CLEARANCE �-- 5 MWD CLEARANCE ............................................................................................... .................................................................. o 0 ^ _�_ ..�_ __ _ _ _ __ '. e___ ____ `.. ___ _+_ — __ — � o o 0 o moi' `-- o- o 0 0 o 0 0 0 o o 0 0 o 0 o 0 6 - .id. .................... .......... ........,.. ......,.. ... i 1 SHEET 3 OF ...................................................... ......................... ..,....,..,. END AIR RELEASE 'g 12" VACUO VALVE I "05 4°O1 Y 31`1 — m t s e—y t—y __________________ __________ ___________________ 4I \♦ ♦ \/ -- 03 v s ' — -06 e FUT. 1—E-06 _----------------------- -------________________ __--------------____-_ »----___-__ ---_ ____- _____________________. ______- ------------ -- -_____. _____________________ ______________________ ______________________ ___________-__ ___________ ______-- - ------_-____?�'_-___ - __ _ m ' e X. .P. GG G _____________________. G _ _-- G _,____. f G ' s w 195' TBCR ________ LO ---[EO1+ 's0 10 co d- � � Li Lj —E-06 � � 1— -06 06 ' m m m m ' 360' T C m 2—E-06 1—E-06 1—W-05 2—W- 5 EJ tl c� o ` 0 m 00 f 2� 355+00 30 1 ® 104 ° 6+00 _ _ _ e 357+0, 1.o" 5" r 71%'----. 3 +00 e.I l` _ m , JOPU LE%4M P e 2—E-01 1—E-01 -_ 1- -02 3 ' T N —w-0L4 �- a LIMIT LINE a �~- 02 ca cv "- u� N o a — SU" 1— -02 2— -0 ° 02+ cv m , m , ♦ 1 ' m , ;ry 6' ' 0o HP LUMINAIRE ir) FUT. - I ' ,i X. E. __�__ U • ' � - -� 4 I Y SCE _ EX. . � r X. •P• _ P. X. E.P. -__, L ' -- --- ---- - ____________________ __ _______________________ ______________________ ______ ____ _________- ______________________ _______. ______ ______ ______________________ __________ _ _ _________ ___________ _____ ___ __ ___________ __ ___ ____________ -____________________ _______________ ____ -________________ ___ ___ __________________ _____________________ ----------------------- ________________________ T T T _____________________. »_____________________ T ______________________ T _ __ _ _ . T _ _ _ _ __ T _ _ _ _1__ _ _ T ___ T _ T _ T m m m m .___________________ _______-----______________ ______________________________ __ _________________________------------__-___-___-_--___---------_-___-__---------__-_-_-___-__-_-_____------____________-----__________---_____----- ______-- _____________--___----______ -____-- _ _____--_______________----_--_---------------------------__-------------____-___________ ________ _________-------------___________________ ________________________________________________. ® _ Spy _ __ _ ___ _ _ _ _ _ __ _ _ _ __ —_ _ __ _ __ � _ _,_ _® '' `•`',.•+. ' �..' _ _ _ o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , 02 pw ti'•' .a'•'•'•.• .... .. .. ; J. of ,�, i y44w: 1 m :::Y !•✓ _—___—___—_` ----------------------- -_—_--__--__—__—_--_—______—_—__—_ _______—___—__--____________________________________________ ______—_-- -_______________________--_—_—__------_--_------__________ ___________ ________---________—__________________ __ __________ _____--_ —_ r _____________ __________ _ ________________________________ ___________________ ____________—_—_________--_—__—_--____—_--__________________________ ________ ______________________ ---------- _j co - OHE OHE OHE- - , `., -- - - - - -;-- - "/ •. - - -OHE-- { - OHE- R/W V) INSTALL 2"C, ful 1 LC FUTUREC G 2" DLC ¢ FUTUREG SIGN 3 "x36" 200 HPS LUMINAIRE Y SCE El Z ON MTLPOT ®w� ,6 I CL APP 500' TO , d BACK OF X-WALK A01h, Wft %4;UNU I KU%.;TIVN NV I ItoI LO ,& a 0 1 1 to T%ff JaK at; LE m t LIJ Furnish and install phase NEMA Type "90" controller assembly with „ Dl / N ' A• •G. SIZE PHASE0 N D U I T R mum N50% detector sensors, battery backup and auxiliary equipment in a Type lW Eftl M O&Eft ARM 0 cabinet. Construct foundation and pad per sheet 1 of 3. See Special P I m1A SE U AUKAM CAL I 0. IZ2�, Z41 Provisions. Exact location to b determined by the Engineer. A& 1 Furnish and install III-BF Service Equipment Enclosure with one oft Em t p POLE 50A-IP circuit breaker for metered si nal , one 0 --I circuit breaker 1"N R14%j I Em bim"'MOIAL FKVVIOA V 0 PmV 6PPB 1 for unmetered lighting and® one 15A-1 • circuit breaker for metered 18, 1 1 I•I. •N.S. See Special Provisions and City Standard 407. 1 � 01 02 03 04 m I Wo"Oft A Oft ow 1L m F m L E I N POLE _ '30' 3®' R 3 1 1 _ 1 Furnish and install 3" conduit 3 service conductors to SCE power r �- 0L Tnt: VF=ffirm1%A";6,E OF THE (;'k11m'Yff source. w FILE: i RA Nv. IUMS;d 2 3,5,s 1+1 1+1 1+1 1+1 0Furnish and install single input P Optical Detector on signal mast arm cv sP 3PPB POLE 5C,/1 5C 1 5C 1 5C 1 for POLE , POLE and POLE per detail on H 1 OF 3. Install - 2 5 single input Optical Detectors on top of signal head mounting for � ISIONS DUE TO CONFLICTS WITH MWD AND SCE. 3 6 07 2b POLE 1 1 1 1 1 POLE H• Phases shall b a shown on the plan. 146 / l 3PP 1 1 1 1 1 Furnishand install R73-3 sign ( 6"x36") per CALT ANS Standard ES-6T, U 1 t 1 3P POLE 1 1 1 1 Detail 2PPB 1 1 1 1 4 1 1 1 Furnish and install 12 pair 19 cable in 2" conduit. (See ht 3 of 3). tNO. DESCRIPTION OF REVISION DATE APPRM 2PPB POLE 1 1 1 Indicates conduit without cable. J 1 ' Aam0a" J'A 2x2,4,6 11C1 05 07 1 08 11 01010 NM AL 5c+1 Encase con uit�ri 3" of red concrete. install 2" wide red warning•tape, 1 `� tAm N OF--10 t; M IM UIT T 11mm Kik m mO (0 A` U POLE imprinted with CAUTION UID ELECTRICAL CONDUIT placed minimum1 of 12" above the conduit where it crosses the 144" pipeline, across the OLE I entilre width of the easement right-of-way. wT I S 1"'m A L 0"'L "m 6PPB 1 1 1 1 t 1+1 2+1 3+1 1 2 4+1/8+2 Furnish and install tenon with cap for future and signal head. 0 TOTAL CABLES 12C/5C/3C 5C 5c 5c 5C 5C off 2 2 1 2 3 Construct concrete sidewalk per the dimensions shown on the plan. T NW ` LL "Nom"m a SM 1 I.I.S.N.S. 2 2 2 2 2 - Construct access ramps per street improvement plan. 1-.s_�� ANLj 10 LUMINAIRES 2 2 2 - - 2 - Paint 0' red curb south of crosswalk as shown on the plan. Alj�" `�(cra w� � 1 L L mt3*0 mum L E`V A R[ff) 1 DETECTOR 2 2 2 2 ,v)�Q `� 2 DETECTOR Construct curb ramp per CALT ANS CASE C, Standard Plan A A. co Q N EES / AT TY 0 DETECTOR 2 2 2 2 • • • Q �, ®Q a • ® APPROVED D Y: I D —_ C s 4 DETECTOR 1 1 Furnish and install 9-3a sign on street side o signal pole. o � . �� £l�� CITY ENGINEER .C. • 249536 0 D.L.C. 05 DETECTOR 2 2 Paint ' of red curb north of crosswalk as shown on the plan. .1a 4w 2 DESIGNLAWRENCE S. RECO M DE® z a Q Q � � m 06 DETECTOR 2 2 2 o. 13493 L.S.E. CONSULTING ENGINSM? w TOTAL D.L.C. 4 4 -- 2 2 7 12 Exp. 3-31-09 D WN 2070 Locust Court SHEET EVP CABLE 1 1 1 1 1 1 2 4 P e!V 1�- `�- L•S . San Bernardino, California 92404® of r` %.;vNmLm)`U1T SIZE RN 3 3 3 1 2 3 4 4 2-4 A�NT „S'CNA �' ATF OF aF �' • Tel: (909) 864-5406 Fax: (909) 864-5047 0 016 2 Q MARK/ GAL CHECKED DRAWING Na. o NCS - RENCE S. R.C.E. 1 493 D 0 N W4 E S SCALE 119=50' 2151 1 1 . 2 10 25 50 1 11H NANM AVE L L E I i CORWALL AVE 145' r STA. 343+44.87 L T T T Lv-------------------------ILJI . -------------___ _ _ _ _---- ------------------------------------------------- ---- ---------------- 4, lcle* `v- ----- ------- _A_J_ T 4 STA. 3560+79.30' 6T CORWAM AVE FOOTHILL OUL VARD II I EI NANDA AVE NOTE: SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER. FILE: TRACT NO. 16882 CONSTRUCTION NOTES Existing controller assembly. New controller assembly see SHEET 2 OF 3. Furnish and install 12 pair #19 cable and fibe optics cable in 2" conduit. NO. DESCRIPTION OF REVISION DATE CITY APPROVED and install 2" conduit for future interconnect cable. I - CITY OF RANCHO CUCAMONGA INTERCONNECT PLAN FOOTHILL BOULEVARD BETWEEN ETIWANDA AVE. & CORNWALL AVE. 0 ESS/ APPROVED BY: DATE: v S fe. �JOr4 0"Oo , CITY ENGINEER 4 1-15 R.C.E. 24953 0 DESIGN RECj1XgN LAWRENdE -9. EISENHART Z No. 111491 L.S.E. CONSULTING BNGINBRA 31% �j Exp. 3- 1- 7 DRAWN 2070 Locust Court SHE Son Bernardino, California 92404 ;1' clvl� L.S.E. Tel: (909) 864-5406 Fax: (909) 884-5047 OF � 0 OF CPA'I'LL CHECKED DRAWING NO. 0 "M =" 3.'E&t2JAA*RT R.C.L 13493 �l� i t NZ7 I -- BENCHMARK I I I 2 _ -- -- C/I R4Acw avAcNG4RVE WBm iow 1 Ar Q 771E NE CORNER OF F007HKL brut. AND EAST AVE., 5 Fr. SOUTH OF NOR71#RLY EA O OF WIND WALL OF BRIDGE ACROSS E77WANQ4 CREEK. W EILVA770N. 1195.43 L" �� BASIS OF BEARINGS II Q Z 77-1E 8EARING OF N 89' 11' 35'E ALONG FOOTHILL 5LM9 I 0 AS ,SHOWN ON MAP OF TR. 15711-1 M8 179/1-5 O J 9 d. 8 Jp SII SIGN/NG AND STR/P/NG NOTES: I 1 T -� _ `� 156' c `} '� W O1 INSTALL 8" SOLID LINE STRIPE PER CITY OF R.C. STD. 1,3,3. - - - - - - - - - - - - - - -� Q TAPER - �. ..._ _... - - - - - - - - - - - - - - � " UL T/MA TE R/W PROP. CURB & GU T IL�R r.� W O 2 INSTALL 4 DASHED WHITE STRIPE PER CALTRANS DETAIL 12. PROP. BERM I - - - - - - - - - - - - _ - - - 'c INSTALL R-2 NO STOPPING ANYTIME" ON ST LIGHT POST. I _ J 6S ( INSTALL 4 SOLID WHITE EDGE LINE PER CITY OF R.C. STD. 133. - -l- T - - - - - - - �-' - - -_- 10 j p • 4 4 10 2 M 0 INSTALL DOUBLE LEFT EDGE LINE PATTERN PER CALTR4NS DETAIL 29. •v 7 - `O 7 INSTALL TYPE "F" DELINEATORS SPACED AT 20' O.C. - 11 N ^ = O7 REMOVE EXISTING PAVEMENT MARKING _ p 34$+00 - �� - r - I - + I - -�— m 344,f 00 34s-i-oo _ 34d+0o ,,�. ^ _ - ® INSTALL W11 ON ST. LIGHT POST _ - - -+- -- :y ra - - ---..__ _ INSTALL W75 LANE ENDS MERGE LEFT SIGN AND POST PER CITY OF RC STD. 1.33.. . ._.- - " " —. 7 - � - APPLY PAVEMENT MARKING AS NOTED ON PLAN. 11 _. _ V i ' . PROTECT /N PLACE. , EXIST. EDGE LINE W XI T EP INSTALL 12" S — — ES . - - - OLID WHITE LIMIT LI /CROSSWALK. - - - - N£ EXIST. EDGE LINE " EXIST. AC BERM ,� Q I I ? I 1© INSTALL 4 SOLID YELLOW LINE INSTALL R7 AND TYPE K MARKER INSTALL l�J-J I O I o Q I SIGN (J6" 36") I 0 INSTALL R18-1 "RIGHT LANE MUST TURN RIGHT" ON ST. LIGHT POST. ON METAL POST I I © INSTALL W41 "SIGNAL AHEAD SYMBOL SIGN" & POST PER CITY STD. 401-8. 5°( APPRO . 500' _ FO 0 THIL BACK TO WALK Q) © INSTALL TYPE "H" PAVEMENT MARKER PER CITY OF RC STD. 133. LBLVDw 1+ I I REMOVE EXISTING SIGN CORNWALL COURT 15 1 J p / Q9 INSTALL 4" SOLID WHITE LINE J SEE BELOW I I f 5 a / �; J ° I APPROX. 500' l 50' ©0 INSTALL R9-Ja & 3b SIGNS AND POST PER CITY STD. 401-8. (SEE BELOW) + � BACK TOX-WALK CID 2 SIDEWALK N EXIST. R/W Z / EASEMENT - -4 r - - - IGNINSTALL X -J - - - - - - - - - - - - - - - - - - - - - - - Q - - - - - - - - - - - - - �• ULT/MATER/W � n � I o + `�v° k S (J " 36 1� - - - - ., • - `" ON METAL POST. L - � 3 � o k Z Q SIGN/NG AND STR/PING GENERAL NOTES N ` -- -- _ - "# - 10 7°' %�x 1 - '` x- x x x Q 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGN/NG AND STRIPING SHALL CONFORM 14 TO THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE t"3 2 2 • • 1 ° 7 1 120' J0' 2 4 1 "� 4 STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 2002 . I N 15 ' 7 `O N 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS (/� O 2 14 1 150' 1 10 359+00 5 - - ^ �' J. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. - CL ST. �LL __ F $ 357+(;0 -. _. ill Q — ` : _ I — + F THE CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT _ I -�— —� TRAFFIC STRIPING AND PAVEMENT MARK/NGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL 8£ _: . _ .` - -I 1 + 12 - o - „< N ADPL/ED PER SECT/ON 84 0 Z - _.r.._..__. 2 R - 1 0 N 5 7 N 2 5 C'4 MARKERS PER SECTION 85. J ____ __R__.___> 7 + __ >0 5. 19 - 4 7 to 2 1 1 1 N LATESTHE A TRANS SIGN 7 120 cV _ _ _ _ N - - SHEET ., TRAFFIC S1GN D/MENS/ N , L 7 4 �.,� ,N SPECIFICATION SHEETS S/GN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION 4, V 4 1 1 - - - - - "i " EXIST. EP CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PLANS. " , W EXIST EGDE LINE " EXIST. R/W k - - �- - �_ - 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE NOTED, PER CITY STD. VEXIST. EDGE LINE 'I'EXIST. EP _ - - - - - —� - --x--�- --Tc - x -- DETAIL 1J9. - - - - 4 Y ( 4 �, 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER EXIST. R/W I I 1 / ( " I� lip;r Q TRAFFIC CONTROL AT ALL TIMES. I I 8. CONTROL POINTS OR "CAT-TRACKING" SHALL BE APPROVED BY THE ENGINEER TWO (2) WORKING DAYS PRIOR TO STRIPING APPLICATION. 9. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF 12" STRIPES PER CITY STD. DWG. 1006. I / I I II II I 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED /N TWO SEPAR4TE COATS A FINAL I ! I I COAT /S TO BE APPLIED BETWEEN SEVEN (7) AND (14) DAYS AFTER THE FIRST COAT. CORNWALL AVL. SIGNS FO 0 THIL LBL VD, SCALE.• 1' = 40 • � FOOTHILL BLVD. USE SEE ABOVE CROSSWALK R9-3a R9-3b � 120' 1 J 'All �Q 10 I 1 +00 _ 12+ c-, \\� �� \ I I I O \ 12f3425 r DESCRIPTION of REVISION DATE APPROVED 6J - , , `� I CITY of RANCHO CU CAM ON GA °sT 120 — CO�So• -- — _ J I SIGNING AND STRIPING PLAN - - T FOOTHILL BOULEVARD J fi SIA. 347+50 TO 380+00 AND CORNWALL COURT APPROVED BY: DATE: 0160 I Underground Service Alert , CITY ENGINEER RCE: 24953 9 36631 �" DESIGN REC MMENDED CALL E>►�3t OS� SS (NMADOLE jAa- TOL L FREE U h t ��� 760-A S.ROCHESTER AVE. ' A VE. CORN LL COUR T1 -800 1i( CA��E�' DRAWN ONTARIO,CA 91761 SHEET CORNWALL 909.937.9151 n n — OO MR Engineering Com itie for Life www.ma&1einc.com 8 OF 8 LL � CHECKED aowRCE No 36637 DRAWING /N0. ' TWO WORKING DAYS BEFORE YOU DIG DAT 4 FILE No PROJECT SHEET N0. ____OF____ JAI 26-1833\streets\Offsite\strines.dwo.9/19/2006 3:50:28 PM.CGS