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Home My WebLink About2833-2NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FOR FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION CLOSURE PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL N/E BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF SLOVER ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL 100' r (909) 350-7610. CORNER of CORNER OF JURUPA SLOVER C 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN S/W BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. JURUPA 3. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS FOR ROAD CLOSURE AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL 350' - BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS a a AND EMERGENCY VEHICLES. C2o L 4. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL ... lot . - POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. 600 MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. C19 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC WITH 12' MINIMUM LANE WIDTHS AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT. 6. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 7. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER. 8. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT, ALL CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. DELINEATORS SHALL BE SPACED AT 25' IN TAPERS AND 50' IN W TANGENTS. 9. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. z w 10. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED WAY. PORTABLE SIGN STANDARDS SHALL BE Qr' TIED DOWN OR WEIGHTED TO PREVENT TOPPLING IN ACCORDANCE WITH "W.A.T.C.H. MANUAL" REQUIREMENTS. 11. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE BLACKENED OR REMOVED. 12. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 13. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM OF THE LENS U� TO THE UNDERLYING SURFACE. 14. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE 2 WEEKS PRIOR TO IMPLEMENTING DETOURS. 15. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE 100' SHOWN ON THE PLANS. 16. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, C13 UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 'R17' 17. FOR LATERALS THAT EXTEND BEYOND CONSTRUCTION AREAS • SHOWN, USE "W.A.T.C.H. MANUAL", INCLUDING STAGING AND FLAGGING. --------- ;18. C18 a 18.BARRICADES FOR ROAD CLOSURES SHALL BE PLACED TO PERMIT R1 VEHICLE ACCESS INCLUDING SCHOOL BUSES. 19. SIGN SPACING IS IN ACCORDANCE WITH "W.A.T.C.H. MANUAL" 600' REQUIREMENTS (BASED ON CHART 'A', PAGE 7). SEE NOTE 7. CITRUS AVE. CLOSED JURUPA AVE. TO SLOVER AVE FROM TO USE DETOUR ..; -../..1fl.�Tf/....r,1f.flfr',f;F��,�i'' R1 1200' E-� C13 -1T STAGE I SCALE: 1"=100' STAGE III SEE RIGHT 350 JURUPA AVENUE ILs/f,��ffff�lf�!fidff/�,/��ff�f�f1ff/.�iF1�f.�4f/�f.�ff��f•��f�fffl.��.�,f�/f_ „0 JURUPA STAGE II SCALE: 1"=100' C13 t, AVENUE TRAVEL WAY SLOVER `i C5(L) rx 1 %,ukR) SANTA ANA C5(ST) W � w a G4 W C5(R) C5(ST) C5(L) � R1 JURUPA � 1TTTI I f k a \ C5(L) ADDITIONAL SIGN PLACEMENT LOCATIONS W6(XX) XX CONSTRUCTION SPEED LIMIT FOR ROAD CLOSURE j /AX N/E CORNER OF SLOVER AVE. AND SIERRA AVE. 100' r N/E S/W CORNER of CORNER OF JURUPA SLOVER AVE. AND SIERRA AVE. AVE. AND CHERRY AVE. TYPICAL TRENCH LENGTH DETAIL S/W CORNER OF JURUPA AVE. AND CHERRY AVE. FOR ROAD CLOSURE 350' - N.T.S. C5(ST) P CONSTRUCTION ZONE AVENUE C5(ST) C5(ST) a AVENUE W N U d C5(sT)AVENUE C5(ST) p STAGE III SCALE: 1 "=200' C5(ST) p LEGEND.- F_1 EGEND:I--1 TYPE III BARRICADE (2 AT EACH LOCATION) WITH TYPE N MARKER, C3A SIGN, AND FLASHER ® TYPE K BARRIER CONSTRUCTION AREA CONSTRUCT 3" TEMPORARY ASPHALT CONCRETE PAVEMENT OVER NATIVE BASE C18 I-10 SIGNS IT C13 T EXISTING SIGNS 350' CITRUS AVE. CLOSED JURUPA AVE. TO SLOVER AVE. T SPECIAL SIGN C19 FROM TO TRAFFIC SIGNAL USE DETOUR • DELINEATORS CITRUS AVE. CLOSED 350' �— DIRECTION OF TRAFFIC FLOW JRUPA AVE. TO SLOVER AVE. FROM TO C1 K< -D TYPE I FLASHING ARROW BOARD USE DETOUR SOLAR POWERED 100' so0' 35 \ ® HIGH LEVEL WARNING DEVICE C5(ST) 01377 018 I• FLAGGER C5 FLASHING BEACON a N.S. NO STOPPING ANYTIME 018 R116 013 C1 DETOUR AHEAD C2 Q., ® ROAD CLOSED 600' 100' ALIS O DRIVE C3° LOCAL TRAFFIC ONLY C3A ,;� ROAD CLOSED TO THRU TRAFFIC C5(L) ® DETOUR s �p C5(R) ® DETOUR W sq C5(ST)® DETOUR z C7 END DETOUR TYROL DRIVE clTRus AVE. CLOSED C9A < > w FLAGGER AHEAD -JURUPA AVE. TO SLOVER AVE. FROM TO C13 END CONSTRUCTION USE DETOUR - C17 2rj ROAD WORK SPEED LIMIT 25 �_� C18 C18 1O"D ROAD CONSTRUCTION AHEAD 100' 350' C19 ROAD CLOSED AHEAD 350' C20(L) LEFT LANE CLOSED AHEAD IT T / C13R1 �R1 -� C18 C20(R) RIGHT LANE CLOSED AHEAD - w C A rA R17 C21<*> SINGLE LANE AHEAD a- JL 030 LANE CLOSED C18ct �a R1� R1 C1 - 1R 6 C36PREPARE TO STOP 100' 350' CITRUS AVE. CLOSED R1 $jQP STOP URUPA AVE. TO SLOVER AVE. p�} R7 U KEEP RIGHT SYMBOL FROM TO USE DETOUR R16 NO RIGHT TURN prow TE 4 R17 NO LEFT TURN V r R18 Im RIGHT LANE MUST TURN RIGHT I 100' 3 600' R26 TEMPORARY NO PARKING ANY TIME - RIQif C5(ST) R16 R41 ry RIGHT TURN ONLY R1 1 C18 013 �R1 -� R42 I ry LEFT TURN ONLY ON.Y W1(L)- DIRECTIONAL SIGN C L) - W1 (R) DIRECTIONAL SIGN ---b R1 -3 - - �1C13p - C7 a W6(XX) XX CONSTRUCTION SPEED LIMIT 350' W19<i>END PAVEMENT 600' 100' r W47 R R RR CROSSING (SYMBOL) C1 - W56 ® DIRECTIONAL SIGN 350' - W57(L) ® DIRECTIONAL SIGN ... lot . - r W57(R) ® DIRECTIONAL SIGN C19 Underaround Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT I L.D. KING, INC. REQUIRED IMPROVEMENTS NOT FORS CODE REQUIRES A DIG ALERT IDENTIFICATION QpZRIC/� r 2151 CONVENTION CENTER WAY COMMENCE WITHIN TWO YEARS OF THE CITRUS AVENUE o SUITE CITRUS AVENUE DRAWN BY: NUMBER BE ISSUED BEFORE A PERMIT TO -It ONTARIO, CA 91764 DATE OF APPROVAL SHOWN HEREON SCALE: EXCAVATE WILL BE VALID �, 2 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT TMR CITRUS AVENUE TRAFFIC CONTROL AS SHOWN ".6-306 TRAFFIC CONTROL STAGES I II AND III FOR YOUR DIG ALERT I.D. NUMBER CALL � Exp.6-3o-01 �. j MANNER, THE CITY ENGINEER MAY DEIGNED BY: DATE: UNDERGROUND SERVICE ALERT �� V\ �1 � REQUIRE REVISIONS TO THE PLANS TO MPT - - � ` - ��.�� MICHAEL PATRICKR.C.E.No. 4URUPA AVE■ TO SLOVER AVE. JURUPA AVE. TO SLOVER AVE. JUNE 2000 TOLL FREE 1 800 227-2600 of: Ca EXPIRES: 6-30-01 NT0N R 4226 BRING THEM INTO CONFORMANCE WITH CHECKED BY APP BY DATE. DRAWING NO.: 2 TWO WORKING DAYS BEIFORE,.YOU DIG REV. CONDITIONS AND STANDARDS IN EFFECT. DHM �o �1 �-2,D06 REVISION DESCRIPTION DATE ENGR. CITY DATE CITY TRAFFIC ENGINEER R.C.E. No. 26690 2833 10 LIENT: CITY OF FONTANk LDK JOB #:124-07 1117-R a- m 0 v a