HomeMy WebLinkAboutscan037 COUNTY ROUTE 1M.OMMR POST
WORK ZONE TRAFFIC CONTROL PLAN GENERAL NOTES TOTAL PROJECT
_ CONSTRUCTION SIGNS ON THIS SHEET ONLY R/l� 15 26.46ROJECT
1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC; CONTROLS IN CONSTRUCTION AND MAINTENANCE ZONES, R1-1 G20-2 W20-1 TYPE N(CA) R11-2(RD)
126.69
LATEST 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 A-20, DETAILS. STOP ROAD W()R < > CLOSED WORK ZONE TRAFFIC CONTROL PLAN INSTALLATION NOTES
3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. WORK
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. a PLACE OR INSTALL BARRICADE, SURFACE MOUNTED CHANNELIZER, PORTABLE DELINEATOR,
5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. R4-7o(R) W3-1 W6-3 W7-4(L) W1-4(R) 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 TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL
INCLUDE: 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. > >
8. 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
PROPERTY OWNERS. LEGEND
10. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. ® FLASHING ARROW SIGN (FAS) CONSTRUCTION WORK ZONE
11. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS. CHANGEABLE MESSAGE SIGN (CMS) LANE CLOSURE
12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 3 P.M. AND 6 P.M. v
HIGH LEVEL WARNING DEVICE EXISTING STRIPING & MARKINGS TO REMAIN
13, MOVE DELINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 1, EXISTING SIGN TO REMAIN
SEE NOTE #11. 10 NEW SIGN EXISTING STRIPING & MARKINGS TO BE REMOVED
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14. REMOVE: OR TURN SIGNS DURING NON-WORK HOURS. �e EXISTING STREET LIGHT PROPOSED STRIPING & MARKINGS
15. ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD INSTALL SIGN ON EXISTING STREET LIGHT
PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. PAVEMENT THAT OF'SB
IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 1 F A, TYPE II BARRICADE WITH SIGN
16. ONLY ONE DRIVEWAY MAY BE CLOSED AT ANY ONE TIME. DIRECTION SIGNS SHALL BE PLACED TO DIRECT TRAFFIC FROM THE�OSED TYPE III BARRICADE WITH SIGN
DRIVEWAY TO THE OPEN ONE. • PORTABLE DELINEATOR/CONE/SURFACE
1 W20-1 MOUNTED CHANNELIZER
� N
R5 1, I-15 NB ON RAMP
LAKE R5 18
a, E STREET G20-2 1 PR. AC BERM
'-- - - -�- -- - - - / G27 I E G27
1 R4-7a(R�
E R5-1a E 1—15 FREEWAY G20 E Wi-4(L) 1 -1 —1— 20-1
G20-2 1 �`' — — R3-1a — — — — ......:..; —I— .-a._..5.--•; --r - _._ — — — / 50'i �503 1 W
23 24 .--25--—� 26 P -
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-� ---- 1 ------------ - ------ - - - -- - - - - -- -- t_ -TMX_7- _ - - _ - - ' - - -- - _ _ EX. EDP
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— — — — 1 Wi-4(R) DELINEATOR
O. TO
— — — — — — — 'E- DELINEAATOR G20-2 1 /
W20-1 I R3-la E Rt-1 1
E G27 WI-4(L) 1 W3-1 1 10' O.C.(TYP.) 1 - R11-2(RD), 1 E R6-1
PR. AC BERM W6-3
DELINEATORS TYPE N(CA) E R5-1, R5-1a
1
/ / o
J
G20-2 1 � a
I-15 SB ON RAMP
,s Ll�r EX. EDP
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BE REMOVED
PR. EDP
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F PERMff i 08-15-6-MC-0720
CALTRANS TRAFRC
EXPECTED DURATION: 2 WORKING DAYS SUBMITTED REVIEWED BY APPR/RECOMMENDED BY DATE
CONSTRUCTION ALLOWS FOR WEEKEND 40 20 0 40 ao
WORK ONLY SCALE IN FEET
1 inch = 40 ft.
_ NRL CALTRANS PERMIT NO.W15-6-MC-0720
MARK REW/S/ONS APPR. DATE THESE PLAAS N4W BEEN REKEHED FOR COMPLIANCE MPH 7NE PREPARED BY- SEAL LINSCOTT, LAW&GREENSPAN, ENGINEERS
APPROPRMTE CONDIAONS OF DEWLOPMENT ANO/OR CRY AND STATE pc>,ofEBSS11 TRANSPORTATION PUNNING - TRAFFIC ENGINEERING - PARKING 0/7Y OF LAKE ELS/NORE .SYIEET
—. CANS AND A PERMIT MAY BE/SS'UED. �F -— ek.A..,".�,11.-P"..d",.Ce 91, 17
2 oe faze)�9e-z3z2
O .2 ExecutiwgCiStle.u-.SO,)tine,-.CA 92111 (e59)](10-8900
No. 1802 S 2 14
a 9t t ,e9= 9 CA TRACT 28214 24
OF
-I -t D/29.�a ,F EKP6/30/18 * eENcy uaRlr TEMPDRARY MfRC CONTROL PLAN sv'EE's
BRAD FACRELL RICE 11920 Q47E D. MABE:R PATE �9i TRAFFIC d` C-�- L�4KE STREET — PHASE 3 ��
CITY ENGINEERR.T.E. No. 18 of cnUF0� ELEH4AOY.• IJ5GI5 A03Z
6Y7Y OF LAKE EZSIAOW DATE.• SEE ShEZ7 NO I�� ® /-15 NB & SB RAMPS "-
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