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HomeMy WebLinkAboutscan039 COUNTY ROUTE KILOMETER POST WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTE TOTAL PROJECT S CONSTRUCTION SIGNS ON THIS SHEET ONLY R/V 15 26.46ROJECT 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS IN CONSRUCTION AND MAINTENANCE ZONES, R1-1 G20-2 W20-1 C30(CA) TYPE N(CA) R71-2(RD) 126.69 L.AEST EDITION. WHERE APPLICABLE ON LOW SPEED STREETS, THE WATCH HANDBOOK MAY BE USED. 2. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD END ROAD ROAD PLAN R, DETAILS. STOP ROAD WORK LANE CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK CLOSED 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THE WORK AREA AHEAD E❑EXISTING TO REMAIN UNLESS NOTED OTHERWISE. OVERNIGHT. <> PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER PORTABLE DELINEATOR, 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7a(R) W3-1 W6-3 W1-4(R) W1-4(L) CONES, SIGN, FLASHING ARROW SIGN, OR HIGH LEVEL WARNING DEVICE AS NOTED. 6. ALL TUBULAR DELINEATORS AND CONES SHALL BE 36" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THE INDICATED POSITION AT ALL 7 AND SHALL BE REPAIRED, REPLACED, CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL KEEP • �� INCLUDE DE A A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-TIME HOURS. 7. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSURE PROPER FLOW AND RIGHT SAFETY OF TRAFFIC DURING CONSTRUCTION. > < > S. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING LEGEND PROPERTY OWNERS. 10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE 11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE: ENGINEER BASED UPON CONSTRUCTION CONDITIONS. Y HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. I, EXISTING SIGN TO REMAIN EXISTING STRIPING & MARKINGS TO BE REMOVED 13. MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. h NEW SIGN SEE NOTE #11. o-- EXISTING STREET LIGHT -> PROPOSED STRIPING & MARKINGS 14. REMOVE OR TURN SIGNS DURING NON-WORK HOURS. - INSTALL SIGN ON EXISTING STREET LIGHT 15 ALL PRIOR TO LICTING LINES,INS INSTALLATION OFSTING CURB NEW/TEMPORARYTS STRIPING.GA ALL CONFLICTING RAISRKINGS SHALL BE EDEPABVEMENT MARKERS SANDBLASTING BE RHER EMOVED.EMOVED RPAVEMENOVED TiTHAT IT'S SB TYPE II BARRICADE WITH SIGN IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. OI'F A.))�` TYPE III BARRICADE WITH SIGN <4.P • PORTABLE DELINEATOR/CONE/SURFACE 16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE CLOSED / MOUNTED CHANNELIZER I—15 NB ON RAMP DRIVEWAY TO THE OPEN ONE. .ssEE.SJ4E714 a'?4 1 / 10v R4W a E OE/a4P PG4Y ,l G20-2 1 LAKE R5 E (STREET - - - - - - - - 1 Ri-1 � G27 E / PR. AC BERM E R5-1, II��1F 1 10 0 C(TYP) I-15 FREEWAY 1 W3 1G20 / 1 W20-1 RS-iaR3-1a DELINEATORS R11-2(RD). 1 — `{j" -- - — — •-'r '-.+_ ._:.=.-.>, —f— •.-4- -`�- r --._ _._. — -- — — G27250' EX. AC BERM \ G20-2 1 W6-3 1 TYPE N(CA)I Wt-4(L) Wi-4(R) 1 4f0'LWt7P - - � H 1 32 34 1 -—- - - n 1QY 19 ,T19.9R I / _ -T 1 W3-1 — — -- — — — — — — --� E R6-1 1 20-2 0 � ^ T R3-la E W20-1 1 - - - 1 WI-4(R) R1-1 1 ' / -'G20 1 W6 3 \ E R5-1, R5-la G27 � j/� R4-7a(R) 1 I I JZ l DELINEATORS) I G20-2 t[J j 5 SB ON RAMP I EX. EOP o / 1-15 NB OFF RAMP 10' o C.(TYP.) M 1 DELINEATORS f8 _ _ — __ __ __ _ _ _ _ _ _ _ _ f_ _ _ _ _.. _ __ _ ___ ____ __ ti Y' 1 W20-1 N N C30(CA) 1 C30(CA) 430(CA) 2501F Cxi h PERMIT#08-15-6-MC-0720 CALTRANS TRAFFIC EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BYJ APPR/RECOMMENDED BY DATE CONSTRUCTION ALLOWS FOR WEEKEND 40 21 480 WORK ONLY SCALE IN FEET / 1 inch = 40 ft. NKL CALTRANS PERMIT NO.08-15-6-MC-0720 MARK REVISIONS APPR. DATE THESE PLANS H41,11F BEEN REYLEIW£D FOR COMPLLANCE HnH 77VE PREPARED BY SE/L LINSCOTT, LAW& GREENSPAN, ENGINEERS C/TY OF LAKE ELS/MORE syEEr APPROPRL47F COND070NS OF DEYELOPMLW AND/OR C17Y AND STA7 �L FES SS/�O 1RANSPa2TATlad PLANNING - TRAFFIC ENGINEERING - PAWING o L4#S AND A PERMIT MAY BE ISSUED. o 600 Sau1M1 Lake A—.5u�te 500,Pos d—Ca 91106 (626)796-2322 1✓ Q 2 E...V..Circle.Suite 250.1 W 1 Ca 92614 (949)825-6175 m0 a a 2 R.—Street.—100.—PIe CA 92111 (656) �9-66�9 TRACT 29214 0, 24 6/3802 tn A SCALE• _ -l7-l o% •/7 " TEMPOR4RY TRAFFIC CONTROL PLAN �" ISM FAOREZ( 20 DA7F K D. MABERRY DATE sir P7RAFFlC �a` C-'�'� LAKE STREET — PHASE 5 �� CDY E7VGNYEER RE. No. 1802 F of caVFo aEVAMN.• L.75G45 MSL Cm aF LIKE EZS%Vff Ld47E sEE sw nv. 1 fa?mm 9 /-15 NB & 58 RAMPS 1 p3y