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Home My WebLink About2833-3LEGEND: NOTES: w I --I TYPE III BARRICADE (2 AT EACH LOCATION) WITH TYPE N MARKER, Zi • C3A SIGN, AND FLASHER 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF w FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION ✓ ® TYPE K BARRIER PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF c18 CONSTRUCTION AREA ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL CONSTRUCT 3" TEMPORARY ASPHALT (909) 350-7610. 350' I CONCRETE PAVEMENT OVER NATIVE BASE 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN C9A ZT SIGNS BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. I T EXISTING SIGNS 3. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS 350' AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL cis I-10 T SPECIAL SIGN BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS 7T 0 TRAFFIC SIGNAL AND EMERGENCY VEHICLES. C18 j2_ 350' 150' 350' 350' 350' C13 DELINEATORS 4. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL CITRUS AVE. CLOSED 77 POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H.URUPA AVE. TO SLOVER AVE. 350' DIRECTION OF TRAFFIC FLOW MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY 150' 100' FROM TO «� TYPE I FLASHING ARROW BOARD R1 USE DETOUR C19 SOLAR POWERED TRAFFIC ENGINEER. SANTA ANA AVENUE 7C13 R1� I �C36 �c9A d C1s -� � 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC WITH 12' c A CITRUS AVE. CLOSED ® HIGH LEVEL WARNING DEVICE - I I JURUPA AVE. TO SLOVER AVE. MINIMUM LANE WIDTHS AT ALL TIMES UNLESS OTHERWISE APPROVED BY 350 7 _ _ — I FROM TO FLAGGER THE CITY ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN THE \ I 'CTUR P ROADWAY IS REDUCED TO A SINGLE LANE OR WHERE TRAFFIC MUST .� USE DETOUR _ R_ 16 � � � � FLASHING BEACON STOP FOR MOVEMENT OF EQUIPMENT. b b b I c18 b C9A C36 R1 R1 I ( I 100'600'/N.S. NO STOPPING ANYTIME 6. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE STAGE III 350' ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL C5(L) SLOVER C5(ST) C5(ST) AVENUE C5(ST) T c1 DETOUR AHEAD DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SEE SHEET 2 R1 �c13 R c1a 5 _ C2 Q ROAD CLOSED 350' 350' 350' 150' _ C3 — ® C3 "�° � LOCAL TRAFFIC ONLY 7. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS R C5 R C5(ST) C18� R16 C13� ROAD T THRU TRAFFIC SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. ADDITIONAL R1 (} ( ) C5(ST) C5(ST) C1 c3A ,,,�„ o D CLOSED o WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER. � C5(L) ®DETOUR �I an 600' 100 C5(R) ® DETOUR 8. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED W .» WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL / Z ALISO DRIVE C5(ST) ® DETOUR DELINEATORS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT, ALL CITRUS AVE. CLOSED w CONES SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT.STAGE IVURUPA AVE. TO SLOVER AVE. > I W I w I z �— c7 END DETOUR DELINEATORS SHALL BE SPACED AT 25' IN TAPERS AND 50' IN FROM TO y > C19� TANGENTS. USE DETOUR Q > C9A FLAGGER AHEAD SCALE: 1"=100' M 9. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. w c13 END CONSTRUCTION w z 10. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED WAY. PORTABLE SIGN STANDARDS SHALL BE C17 25 ROAD WORK SPEED LIMIT 25 TIED DOWN OR WEIGHTED TO PREVENT TOPPLING IN ACCORDANCE WITH w "W.A.T.C.H. MANUAL" REQUIREMENTS. STAGE VI TYROL DRIVE SEE RIGHT 150' 350' 350' 350' _ _ A " I C18 ROAD CONSTRUCTION AHEAD 11. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE BLACKENED 100' C19 � I I I c19 ROAD CLOSED AHEAD � OR REMOVED. CITRUS AVE. CLOSED C13 R1 R1 C36 C9A C18 JURUPA AVE. TO SLOVER AVE. C20(L) LEFT LANE CLOSED AHEAD 12. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED -o- SANTA ANA AVENUE � � � � FROM TO C20(R) RIGHT LANE CLOSED AHEAD TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC -- C18 USE DETOUR CONTROL AND ADVANCE WARNING DEVICES. 77 C21<*> SINGLE LANE AHEAD 350 _ 13. ALL FLASHING YELLOW WARNING LIGHTS SHALL BE TYPE "A" — — — — — 100' C30 LANE CLOSED PORTABLE, LENS DIRECTED, ENCLOSED AND MOUNTED AT A MINIMUM I ( ( I 350 R16 c A HEIGHT OF THREE FEET, MEASURED FROM THE BOTTOM OF THE LENS C5(ST SANTA ANA AVENUE RT �R1 d C18 C36<*> PREPARE TO STOP TO THE UNDERLYING SURFACE. cls b b b R1 C13 �" C9A C36 R1 150 - - 14. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF _ R1 STOP $Ta' PROJECT SHALL BE IN PLACE 2 WEEKS PRIOR TO IMPLEMENTING �° _ �� R7 KEEP RIGHT SYMBOL � 350' L � C5(ST) - L � 1 R16 NO RIGHT TURN C13� R]DETOURS. . f � r 350' 350' 350' 150' ( } C18R1 15. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES C I I ( I I 100, R17 - NO LEFT TURN C36 SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET 350' R18 " IE RIGHT LANE MUST TURN RIGHT CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE 350 SHOWN ON THE PLANS. I CITRUS AVE. CLOSED R26 TEMPORARY NO PARKING ANY TIME J::L 196 16. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS E'4C9A JURUPA AVE. TO SLOVER AVE. - roar UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD FROM TOamy R41 OLY RIGHT TURN ONLY DETAIL 139. 350' USE DETOUR �+ �' Q; CITRUS AVE. CLOSED R42' - LEFT TURN ONLY U , ;z)JURUPA AVE. TO SLOVER AVE. 17. FOR LATERALS THAT EXTEND BEYOND CONSTRUCTION AREAS 171 w 600' USE DETOUR SHOWN, USE "W.A.T.C.H. MANUAL C18 ", INCLUDING STAGING AND FLAGGING. '� E -r FROM To W1 (L) " DIRECTIONAL SIGN ( � I w I a I �' 10z Now W1 (R) DIRECTIONAL SIGN 18. BARRICADES FOR ROAD CLOSURES SHALL BE PLACED TO PERMIT C5(R) R16 VEHICLE ACCESS INCLUDING SCHOOL BUSES. I R1 JURUPA C5(ST) f(ST) AVENUE �C5(ST) R1 �R1 C18 W6(XX) XX CONSTRUCTION SPEED LIMIT C5(L) R1 C13 19. SIGN SPACING IS IN ACCORDANCE WITH "W.A.T.C.H. MANUAL" I _ _ _ (L e _ W1 �, END PAVEMENT REQUIREMENTS (BASED ON CHART 'A, PAGE 7). SEE NOTE 7. moo W47 R R RR CROSSING (SYMBOL) STAGEV �7 R1 -R1 W56 ® DIRECTIONAL SIGN C5(ST) C5(ST) C5(ST) C18� - » > C7 a 350' W57(L) ® DIRECTIONAL SIGN SCALE: 1=100 Z_ 600' 100 W57(R) ® DIRECTIONAL SIGN I C1 CITRUS AVE. CLOSED CITRUS AVE. CLOSED CITRUS AVE. CLOSED JURUPA AVE. TO SLOVER AVE. JURUPA AVE. TO SLOVER AVE. 350' JURUPA AVE. TO S AVE. FROM TO FROM TO TRAVEL WAY USE DETOUR USE DETOUR C19 FROM TO I 350' CONSTRUCTION ZONE USE DETOURSTAGE VI C13 fi' MINxz. � � I C18 SCALE: 1 "=200' I TRENCH ADDITIONAL SIGN PLACEMENT LOCATIONS FOR ROAD CLOSURE 100' MAX N/E CORNER OF SLOVER AVE. AND SIERRA AVE. N/E CORNER OF JURUPA AVE. AND SIERRA AVE. S/W CORNER OF SLOVER AVE. AND CHERRY AVE. TYPICAL TRENCH LENGTH DETAIL S/W CORNER OF JURUPA AVE. AND CHERRY AVE. FOR ROAD CLOSURE N.T.S. Underground Service Alert SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA SECTION 4216/4217 OF THE GOVERNMENT P 1 L.D.1 KING, INC. TION CENTER WAY REQUIRED IMPROVEMENTS NOT CITRUS AVENUE �p� CODE REQUIRES A DIG ALERT IDENTIFICATION e r� 215 CITRUS AVENUE COMMENCE WITHIN TWO YEARS OF THE NUMBER BE ISSUED BEFORE A PERMIT TO Sul N A O, OCA 91764 DATE OF APPROVAL SHOWN HEREON DRAWN BY CITRUS AVENUE TRAFFIC CONTROL scALE: � � T�iR AS SHOWN EXCAVATE WILL BE VALID �, 2 (909) 937-0200 AND CARRIED FORTH IN A DILIGENT Ex 0.44226 TRAFFIC CONTROL STAGES IV V AND VI FOR YOUR DIG ALERT I.D. NUMBER CALL Exp.6-30-0 \� MANNER, THE CITY ENGINEER MAY DESIGNED BY DATE: REQUIRE REVISIONS TO THE PLANS TO MPT JUNE 2000 01 V �� ° �`� �3®SLOVER AVE JURUPA AVE. TO SLOVER AVE.UNDERGROUND SERVICE ALERT q`JURUPA AVE■ T®BRING THEM INTO CONFORMANCE WITH CHECKED BY: APP D BY: DATE: DRAWING NO.: TOLL FREE 1-800-227-2600 OF CAL MICHAEL PATRICK THORNTON R.C.E. No. 44226 3 TWO WORKING DAYS BEFORE YOU DIGEXPIRES: 6-30-01 CONDITIONS AND STANDARDS IN EFFECT. DHM r-' 2ac)a 2833 10 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE I CrrrTRAFFIC ENGINEER R.C.E. No. 26690 LDK JOB #: 124-07 LV 7 >, _Q CL L0 C) 0 0 0 0) 0 V) Nt 0 It f c�