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HomeMy WebLinkAbout2894-9I a• C18 JURUPA AVENUE 91' -1- 66' 64' —1 _ 48' I T IC30 C17(35) I T I • T C30 t ' I . I • C20(L) i 00,000 C H RRY f .I r I � i I I I l I R17 i I / I j I STAGE 1 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Y CODE REQUIRES A DIG ALERT IDENTIFICATION `�, NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12414 City of Fontana File: E:\dwg\12414\Cherry\12407AS19.dwg 11/14/00 180 Q0 I CONSTRUCTION ZONE TEMPORARY RAILING (TYPE K) I H N R17 � I I j IIS •, ,� 111H N j I I C30 ' I Ii' I i l »> C13 T C30 AL• I I 61' 35' C18 SCALE: 1 "=40' 91' 60' JURUPA AVENUE REVISION DESCRIPTION DATE I ENGR.I CITY I DATE FRF, l U� U No. 16434Z � Exp. 6/30/05 T OFCA��� LEGEND • 0 r N. S. AVENUE 350' TYPE III BARRICADE (2 AT EACH LOCATION) WITH TYPE N MARKER, C3A SIGN, AID FLASHER TYPE K BARRICADE CONSTRUCTION AREA CONSTRUCT "TEMPORARY ASPHALT CONCRETE PAVEMENT OVER NATIVE BASE PROPOSED CONSTRUCTION SIGN &POST EXISTING SIG14S SPECIAL SIG TRAFFIC SIG�AL DELINEATOR FIXED TUBE DELINEATORS TYPE I FLAS ING ARROW BOARD SOLAR POW ED HIGH LEVEL NARNING DEVICE FLAGGER FLASHING BACON NO STOPPING ANYTIME 350' v Ln n 00 � 00 � U U d- DETOUR AHEAD ' _I LO vi PREPARE TO STOP r` co ROAD CLOSED TO THRU TRAFFIC Cm C5(L) ® DETOUR a60 C5(R) ® DETOUR I LO C5(ST) ® DETOUR C7of a,R END DETOUR 8 9 C9A < > FLAGGER AHEAD C13 oas,Tla+ END CONSTRUCTION a C17 35"1351 ROAD WORK SPEED LIMIT 35 R18 • C18 <0 � I LO 0 C20(L) LEFT LANE CLOSED AHEAD C20(R) RIGHT LANE CLOSED AHEAD U --- - -- -1 --- - U 0 -- - RIGHT TURN ONLY R42 ow LEFT TURN ONLY LC) z o 00 W1 (L) < > DIRECTIONAL SIGN �_ ao 07 a- (if W6(XX) XX uw CONSTRUCTION SPEED LIMIT U U OO `U W19 > I W47 Z� U) RR CROSSING (SYMBOL) W56 ` DIRECTIONAL SIGN W57(L) W DIRECTIONAL SIGN W57(R) ® DIRECTIONAL SIGN I 350. 350; I STAGE 1 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT Y CODE REQUIRES A DIG ALERT IDENTIFICATION `�, NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12414 City of Fontana File: E:\dwg\12414\Cherry\12407AS19.dwg 11/14/00 180 Q0 I CONSTRUCTION ZONE TEMPORARY RAILING (TYPE K) I H N R17 � I I j IIS •, ,� 111H N j I I C30 ' I Ii' I i l »> C13 T C30 AL• I I 61' 35' C18 SCALE: 1 "=40' 91' 60' JURUPA AVENUE REVISION DESCRIPTION DATE I ENGR.I CITY I DATE FRF, l U� U No. 16434Z � Exp. 6/30/05 T OFCA��� LEGEND • 0 r N. S. AVENUE 350' TYPE III BARRICADE (2 AT EACH LOCATION) WITH TYPE N MARKER, C3A SIGN, AID FLASHER TYPE K BARRICADE CONSTRUCTION AREA CONSTRUCT "TEMPORARY ASPHALT CONCRETE PAVEMENT OVER NATIVE BASE PROPOSED CONSTRUCTION SIGN &POST EXISTING SIG14S SPECIAL SIG TRAFFIC SIG�AL DELINEATOR FIXED TUBE DELINEATORS TYPE I FLAS ING ARROW BOARD SOLAR POW ED HIGH LEVEL NARNING DEVICE FLAGGER FLASHING BACON NO STOPPING ANYTIME 350' v Ln n 00 � 00 � U U Icb d- DETOUR AHEAD ' LO C3° N PREPARE TO STOP r` co ROAD CLOSED TO THRU TRAFFIC Cm C5(L) ® DETOUR a60 C5(R) ® DETOUR I LO C5(ST) ® DETOUR Icb d- DETOUR AHEAD ' LO C3° N PREPARE TO STOP r` r! �NOTE: CONTRACTOR IS TO NOTIFY THE CITY TRAFFIC DIVISION 2 CONSTRUCTION. DAYS PRIOR TO NOTES G 211 SUSTE 100E TION CENTER WAY Lr)lcin ONTARIO, CA 91764 (909) 937-0200 �- •21-a5 CARL J. FREEPAN, R.C.E. No. 16434 DATE EXPIRES 6-30-05 15 STRIPING NOTES INSTALL TEMPORARY DOUBLE YELLOW C1 <@> DETOUR AHEAD C2« ® ROAD CLOSED C3° PLAN A24D. PREPARE TO STOP LOCAL TRAFFIC ONLY C3A I nW RVFIC ROAD CLOSED TO THRU TRAFFIC Cm C5(L) ® DETOUR a60 C5(R) ® DETOUR MOM d C5(ST) ® DETOUR C7of a,R END DETOUR m R16 C9A < > FLAGGER AHEAD C13 oas,Tla+ END CONSTRUCTION a C17 35"1351 ROAD WORK SPEED LIMIT 35 R18 C18 <0 ROAD CONSTRUCTION AHEAD r C19 ROAD CLOSED AHEAD C20(L) LEFT LANE CLOSED AHEAD C20(R) RIGHT LANE CLOSED AHEAD R41 C21 s SINGLE LANE AHEAD STRIPING NOTES INSTALL TEMPORARY DOUBLE YELLOW INSTALL TEMPORARY C30�.: STRIPE AND PAVEMENT MARKERS PER LANE CLOSED C36 PLAN A24D. PREPARE TO STOP R1 STOP STOP 12" WHITE LIMIT PER CALTRANS STD. PLAN A20B, DETAIL d LINE PER CALTRANS R7 278. KEEP RIGHT SYMBOL R16 ® NO RIGHT TURN R17 s ® NO LEFT TURN m R18 RIGHT LANE MUST TURN RIGHT R26 TEMPORARY NO PARKING ANY TIME RIQir R41 I0y RIGHT TURN ONLY R42 ow LEFT TURN ONLY W1 (L) < > DIRECTIONAL SIGN W1 (R) <Z> DIRECTIONAL SIGN W6(XX) XX uw CONSTRUCTION SPEED LIMIT W19 > END PAVEMENT W47 R R RR CROSSING (SYMBOL) W56 A ® DIRECTIONAL SIGN W57(L) ® DIRECTIONAL SIGN W57(R) ® DIRECTIONAL SIGN STRIPING NOTES INSTALL TEMPORARY DOUBLE YELLOW INSTALL TEMPORARY STOP STENCIL STRIPE AND PAVEMENT MARKERS PER PER CALTRANS STD. PLAN A24D. CALTRANS STD. PLAN A20A, DETAIL 22. INSTALL TEMPORARY 4" WHITE EDGELINE INSTALL TEMPORARY 12" WHITE LIMIT PER CALTRANS STD. PLAN A20B, DETAIL LINE PER CALTRANS STD. PLAN A24E. 278. ALL WORK SHALL BE 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF PERFORMED AT NIGHT OR FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING WEEKEND IN INTERSECTION DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION TO STATION 14 PLATE COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS TRENCH DURING DAY. PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. LEFT AND RIGHT TURNS SHALL BE PROVIDED IN 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL DIRECTIONS DURING BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. DAY. 3. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM TWELVE FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 4. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. 9. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. TRAFFIC CONTROL FOR SEWER IMPROVEMENTS FOR CHERRY AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 10. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELED WAY. PORTABLE SIGN STANDARDS SHALL BE 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 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 TO THE UNDERLYING SURFACE. 14. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK 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 SHOWN ON THE PLANS. 16. ALL SIGN$ SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. 17. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE W.A.T.C.H. MANUAL. CONSTRUCTION SHALL BE STAGED AS REQUIRED TO MAINTAIN TRAFFIC FLOW. 18. FOR LATERALS THAT EXTEND BEYOND CONSTRUCTION AREAS SHOWN, USE "W.A.T.C.H. MANUAL", INCLUDING STAGING AND FLAGGING. 19. CONFLICTING STRIPING/MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED BY THE SPECIAL PROVISIONS, SECTION E. COUNTY OF SAN BERNARDINO APPROVED: CHIEF, TRAFFIC DIVISION CITY OF FONTANA, CALIFORNIA CHERRY AVENUE DRAWN BY: CHERRY AVENUE SEWER IMPROVEMENTS SCALE: PS UPA AVE. TO SLOVER AVE. DATA E: SHOWN DESIGNED BY: TRAFFIC CONTROL pg OCTOBER ZOOS CHECKED BY- OVED BY�E�NGINEE!If4,/4r;�' 5 DATE: DRAWING NO.: 9 SCN tt 2894 1g 7TY-TR-AFFFIC R.T.E. No. 1931 _ Mylar: 10/17/03