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Home My WebLink About2888-5CITY OF FONTANA GENERAL NOTES FOR TRAFFIC CONTROL PLANS: \ I 1. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN i PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC SERVICES DEPARTMENT, PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY UMITS. CALL (909) 350-6760. 3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CRY TRAFFIC ENGINEER. 4. THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC SECTION TWO WORKING DAYS PRIOR TO IMPLEMENTING THE TRAFFIC CONTROL PLAN TO REVIEW CAT -TRACKING FOR TEMP STRIPING AND TO ALLOW CITY STAFF TIME TO ADJUST TRAFFIC SIGNAL DECTECTION. 5. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. QUALIFIED FLAGGERS SHALL BE USED WHEN WHEN THE ROADWAY IS REDUCED TO A SINGLE LANE OR WHEN TRAFFIC MUST STOP FOR MOVEMENT OF EQUIPMENT. 6. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, - DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED BY THE CONTRACTOR TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 8. ALL EXISTING SIGNS, STRIPING OR PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/OR NO LONGER APPLICABLE SHALL BE REMOVED AS DIRECTED BY THE CITY TRAFFIC ENGINEER. 9. 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. 10. THE EXACT LOCATION OF ALL TRAFFIC CONTROL DEVICES IS SUBJECT TO APPROVAL OF THE CITY TRAFFIC ENGINEER. ADDITIONAL WARNING, CONSTRUCTION SIGNS OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY TRAFFIC ENGINEER. 11. ALL WORK AREAS SHALL BE CLEARLY IDENTIFIED AND DELINEATED WITH CONES, PORTABLE DELINEATORS AND/OR BARRICADES. ALL CONES OR PORTABLE DELINEATORS SHALL BE A MINIMUM OF 28 INCHES IN HEIGHT. j 12. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED 13. 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. 14 ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS OR WOOD POST 6X6 POST 4X4 PO i ON UNLESS OTHERWISE SHOWN ON THE PLANS. PER CITY STANDARD DETAIL 139. 15. 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 i OF THE LENS TO THE UNDERLYING SURFACE 16. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. I 17. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING. BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. i 18. AREA OF PAINTED MEDIAN SHALL BE SWEPT CLEAR OF DEBRIS TO PROVIDE A SAFE DRIVEABLE SURFACE 19. TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED AS SHOWN. CONFUCTING STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SAND -BLASTING. STRIPING SHALL BE i TEMPORARILY RESTORED TO EXISTING CONDITION AFTER COMPLETION OF EACH PHASE. UNTIL FINAL STRIPING I5 APPLIED. Nomas: 30 MPH CONSTRUCTION SPEED ZONE SHALL BE INSTALLED PER DIRECTION OF THE CITY TRAFFIC ENGINEER Notex TYPICAL SIGNING AND BARRICADES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR WITHIN THE I 'INTERSECTIONS hectors & ftft signs shad be removed and all traffla striping restm ed b a000modiate phase 3 j VALLEY BLVD. TRUNK SEWER PROJECT SB 04-99 i TRAFFIC CONTROL PLANS PHASE 3 PQM; TRENCH WALLS AND ADJACENT SOIL SHALL BE SUFFICIENTLY STABLE FOR THE USE OF THE ABOVE PLATE. SP1 KRAIL AND CRASH CUSHION ARRAY IF NEEDED. 96" X 60" 6" CAPS J ON VALLEY TO BEECH COUCH do SONS (909) 574-9900 SIGN "SP1" (ORANGE W/ BLACK LETTERS) NOTE: INSTALL 1 WEEK PRIOR TO CONSTRUCTION MAINTAIN IN PLACE DURING ALL CONSTRUCTION STAGES. SPECIAL SIGNS AND CONSTRUCTION LEGEND 1. _ _ EXISTING STRIPING & MARKINGS 2• o"'E REMOVED STRIPING & MARKINGS 3. C TEMPORARY STRIPING 4. F-+ TYPE 3 BARRICADE 5. H TYPE 3 BARRICADE WITH SIGN 6. TYPE 2 BARRICADE WITH SIGN 7. - VALLEY BOULEVARD TRUNK SEWER PROJECT NO: SB -04-99 TYPE 2 BARRICADE 8. M PROPOSED SIGNS 9. b EXISTING SIGNS 10. • DELINEATOR - 36" POST TUBE W/ REFLECTOR TAI 11. 90 FLASHING ARROW BOARD 12. ® WORK AREA 13. 4 FLASHING BEACON 14. O CRASH CUSHION 15. 8BB83000 CRASH CUSHION ARRAY TB 16. �► TEMPORARY PAVEMENT MARKINGS 17. 0 20' TEMPORARY KRAIL WITH REFLECTOR FLAP 18. -y(-_ TEMPORARY FENCE 19. 04 TYPE 3 BARRICADE WITH FLASHER ZONES 20. t= DIRECTION OF TRAVEL CONSTRUCTION SIGNS: Cl - DETOUR AHEAD C2 - ROAD CLOSED C5 a (RT OR LT.) DETOUR i C12 - NARROW LANE C13 a END CONSTRUCTION C14 - END ROADWORK C18 - ONE LANE ROAD AHEAD C17 o ROAD WORK SPEED LIMIT 0OQ C18 - ROAD CONSTRUCTION AHEAD C19 - ROAD CLOSED AHEAD C20 a (RL. Lt. or Center) LANE CLOSED AHEAD C21 - SINGLE LANE AHEAD C23 Q ROAD WORK AHEAD C27 - OPEN TRENCH C30 - LANE CLOSED I R2 -ft s REDUCED SPEED AHEAD (24'X36') j R18 a NO RIGHT TURN R17 - NO LEFT TURN R18 a RIGHT LANE MUST TURN RIGHT R26(S)• TEMPORARY NO STOPPING ANY TM R41 a RIGHT TURN ONLY R42 a LEFT TURN ONLY W8 a QOQ CONSTRUCTION SPEED LOUT Description Sheet No. TWO Sheet 1 96+00 b 112+12 2 121+12 b 141+6 3 p DIAL BEFDRE AYS YOU DIG YT>r! DIG ' n'1 a o"'E I an C 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. QRo>:ESS,o �� Y ,t s�l ' � '( � w- �is8238 * �`P` 6�°� * 'r9� CiVt P OF Cp► a a 4 �°"0N 26-01 r ZONES 20. t= DIRECTION OF TRAVEL CONSTRUCTION SIGNS: Cl - DETOUR AHEAD C2 - ROAD CLOSED C5 a (RT OR LT.) DETOUR i C12 - NARROW LANE C13 a END CONSTRUCTION C14 - END ROADWORK C18 - ONE LANE ROAD AHEAD C17 o ROAD WORK SPEED LIMIT 0OQ C18 - ROAD CONSTRUCTION AHEAD C19 - ROAD CLOSED AHEAD C20 a (RL. Lt. or Center) LANE CLOSED AHEAD C21 - SINGLE LANE AHEAD C23 Q ROAD WORK AHEAD C27 - OPEN TRENCH C30 - LANE CLOSED I R2 -ft s REDUCED SPEED AHEAD (24'X36') j R18 a NO RIGHT TURN R17 - NO LEFT TURN R18 a RIGHT LANE MUST TURN RIGHT R26(S)• TEMPORARY NO STOPPING ANY TM R41 a RIGHT TURN ONLY R42 a LEFT TURN ONLY W8 a QOQ CONSTRUCTION SPEED LOUT Description Sheet No. TWO Sheet 1 96+00 b 112+12 2 121+12 b 141+6 3 COUNTY OF SAN BERNARDINO p DIAL BEFDRE AYS YOU DIG YT>r! DIG ' .3 o"'E I an I 4� 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. QRo>:ESS,o �� Y ,t s�l ' � '( � w- �is8238 * �`P` 6�°� * 'r9� CiVt P OF Cp► Prepared Under The Supervision of : Brad Sims, P.E. mak' A Sons, LP JS47 w 140th Street Gardena, Ca 90247 323 770-2920 fax 310 329-1532 www.colich.corl CITY OF FONTANA, CALIFORNIA 4 �°"0N 26-01 APPFA D V. D S. 0 3.O � - VALLEY BOULEVARD TRUNK SEWER PROJECT NO: SB -04-99 II. tJtsl►wr �= San Silva �� AREA TRAFFIC CONTROL PLANS VALLEY BOULVARD STATION 97+00 TO BEECH AVE. PHASE 3 S"LE: . 4.4�N-' 1, i I 7 J ' 1 i -• - i i r I � I 4 OTECI�D - 3e -o/ CITY TRAFFIC ENGIN R.C.E. 26690 DATE. - II Date : I + i COUNTY OF SAN BERNARDINO p DIAL BEFDRE AYS YOU DIG YT>r! DIG ' o"'E ° an DAM 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. QRo>:ESS,o �� Y ,t s�l ' � '( � w- �is8238 * �`P` 6�°� * 'r9� CiVt P OF Cp► Prepared Under The Supervision of : Brad Sims, P.E. mak' A Sons, LP JS47 w 140th Street Gardena, Ca 90247 323 770-2920 fax 310 329-1532 www.colich.corl CITY OF FONTANA, CALIFORNIA 4 �°"0N 26-01 APPFA D V. D S. 0 3.O � - VALLEY BOULEVARD TRUNK SEWER PROJECT NO: SB -04-99 tJtsl►wr �= San Silva �� AREA TRAFFIC CONTROL PLANS VALLEY BOULVARD STATION 97+00 TO BEECH AVE. PHASE 3 S"LE: . 4.4�N-' DESiGI1ED elf: Salk Sllva 4-26-01 IEF, TRAFFIC DIVISION DATE: OTECI�D - 3e -o/ CITY TRAFFIC ENGIN R.C.E. 26690 DATE. Mw MLO 2888 TOLL t� i-800-227-2600 A PUBLIC SERVICE BY SERVICE ALERT Date : a