HomeMy WebLinkAbout0008 TRAFFIC CONTROL GENERAL NOTES,
1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA 4. ANY PAVEMENT MARKINGS AND STRIPING DAMAGED AND/OR BADLY WORN DURING CONSTRUCTION 10. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014). PART 6, STANDARD SHALL BE RESTORED BY THE CONTRACTOR. ALL EXISTING FACILITIES INCLUDING SIGNING, FLAG MAN AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER.
SPECIFICATIONCONESSPECIFICATIS AND STANDARD PLANS. LATEST VERSION. STRIPING, MARKINGS+ MARKERS AND SIGNALS SHALL BE RESTORED TO THE ORIGINAL CONDITION 11. TRAFFIC CONES FOR NIGHTTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE
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OF THE CNSTUTION PERID FOR EACH
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SPg01NG TO INSTALLHANDEMAIINTABINLITY OF CONTROLTHE DEVICESRASTOR SHOWNRFORMING HEREON, ASRK ON A WELLL AS ANYSUCHREET 5. AOMINIMUMI FFIVETFEET OFDCLLEARANCEOSHALLCBE MAINTAINED BETWEENSANYE. PROVIDED WITHOPEN EXCAVATION 12. CONTRACTORI SHALLFREMOVEEALLLTRAFFICECONTROL AND TEMPORARY SIGNING UPON
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,�''0 O ADDITIONAL DEVICES AS MAY BE REQUIRED TO ENSURE THE SAFE MOVEMENT OF TRAFFIC AND THE ADJACENT MOVING TRAFFIC LANE. THE C-27(CA) "OPEN TRENCH"SIGN SHALL BE - COMPLETION OF DAILY CONSTRUCTION, AND RESTORE SIGNING AND STRIPING, TO
.AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA. ALL TRAFFIC CONTROL DEVICES UTILIZED WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVEL WAY, CONDITIONS SHOWN AS EXISTING.
Tqp / SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, 6. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE BUS ROUTES AND BUS 13. SEE CALTRANS STD. PLANS A20 (A-D) 6 A24 (A-E) FOR STRIPING DETAILS.
020-2:7�` i co REPLACED OR CLEANED AS.NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. STOPS WITH THE COUNTY TRANSIT DISTRICT STAFF THREE WEEKS IN ADVANCE OF 14. TRAFFIC CONTROL CHANNELIZERS SHALL BE EPDXYED TO THE PAVEMENT. TRAFFIC
Rg,9 S/ �j• 3. ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PLANS SHALL BE COVERED CONSTRUCTION ACTIVITY AFFECTING BUS STOPS. CONTROL CONES WITH DOUBLE BASES MAY BE USED IN LIEU OF CHANNELIZERS FOR DAILY
FOR THE DURATION OF THE DETOUR. ALL SIGN COVERS PLACED OVER EXISTING SIGNING 7. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN OR SHORT TERM(ONE WEEK MAX) CONSTRUCTION ACTIVITIES.
'• 2T SHALL BE COMPLETELY REMOVED WHEN DETOUR IS NOT IN USE. ALL DETOUR SIGNING SHALL AND VEHICULAR TRAFFIC AT ALL TIMES.
6"•"`-.,• ., _ 15. CONSTRUCTION PAVEMENT REMOVAL AND RECONSTRUCTION AND PAVEMENT OVERLAY
BE COVERED WHEN DETOUR IS NOT IN OPERATION. ALL TEMPORARY CONSTRUCTION SIGNS 8, LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER. OUTSIDE CONSTRUCTION AREAS SHOWN ON THE PLANS SHALL BE BY SINGLE LANE CLOSURE
SHALL BE BLACK ON ORANGE.
SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD AS DIRECTED BY THE ENGINEER.
PLAN NO. Ttf. WORK AREA WITH LANE CLOSURE WITH REVERSIBLE CONTROL SHALL USE 16. STEEL PLATES OR A MINIMUM OF 4:1 SLOPE SHALL BE MAINTAINED FOR OPEN
CALTRANS STANDARD PLAN NO. T13. AND AREA SHALL NOT EXCEED 500 FEET IN LENGTH. EXCAVATIONS DURING NON-WORKING HOURS. STEEL PLATES AHEAD"SIGNS SHALL BE
-�..\� `•� -..•, '- 9. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS DIRECTED BY PROVIDED AT ALL TIMES.
ENGINEER BASED ON CONSTRUCTION CONDITION. THE CITY/CALTRANS OR ITS 17. ATRAFFIC CONTROL PERMIT MUST BE OBTAINED BY THE CONTRACTOR AT LEAST
REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY. 48 HOURS PRIOR TO BEGINNING WORK.
A 18. CONSTRUCTION ACTIVITY WITHIN THE TRAVEL WAY SHALL BE LIMITED TO THE HOURS
- BETWEEN 8:00 PM AND 4:00 AM. ALL EXCAVATION WITHIN THIS AREA SHALL BE COVERED
ARRAY 'TS14' WITH STEEL PLATES WHEN CONSTRUCTION IS NOT TAKING PLACE. A MINIMUM OF TWO
TRAFFIC LANES SHALL BE MAINTAINED THROUGH THE INTERSECTION AT ALL TIMES FOR
1 1 f
? Y PROHIBITED DURING INTERSECTION CONSTRUCTION
BE DIRECTED BY
�, - -- --- - 19CDUSECANDIPLACEMENTTED BY THE GOFEFLASHING ARROW BOARD SIGN(S) SHALL BE AS
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�..- .. _-_ _� C. :,r �_ --�- -' 27(CAl- THE ENGINEER ALL TRAFFIC TRANSITIONS ISHALL SUTILIZE ARROW ABOARDS.
TIMES AND WHERE
-. � 20. FLASHING BEACONS AND/OR WARNING LIGHTS HALL BE USED T ALL E
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...�� Hq�CR�gO �' -._. - ----- -- -- - C30(CA) - --- SC13(CA)_ L 21. CONTRACTOR EMAY GUSE EPREFABRICATED REMOVABLE DETOUR STRIPING TAPE. PAVEMENT
������ - - .,_. WAWW WHERE SHORT TERM USE WILL OCCUR (24 HOURS OR LESS),
'' 109 -- -.. ......- ..._. ..__..._ -. -. ....-- W ORRASN SHOWN DONA PLANS.
MARKERS
_- - TEMPORARY 'NO PARKING SIGNS SHALL BE POSTED 72 HOURS PRIOR TO COMMENCING
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.... 23. NIGHT WORK WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF LAKE ELSINORE..
- --.._ - fr ��LANE CLOSURES. ROAD DETOURS, ROAD CLOSURES, AND TRAFFIC SIGNAL MODIFICATION
_•_ - - ASSOCIATED WITH OVERNIGHT CONSTRUCTION ACTIVITIES WILL REQUIRE INFORMATION
j -....� •-� -_ 0y - - =r SIGNS TO BE PLACED AT LEAST ONE WEEK IN ADVANCE OF CONSTRUCTION.
(-M 24. THE AGENCY RESERVES THE RIGHT TO OBSERVE THESE TRAFFIC CONTROL PLANS IN USE
it _ - .... ....._.. .......... _-_ _ :--: AND MAKE THE NECESSARY CHANGES AS FIELD CONDITIONS WARRANT. ANY CHANGES SHALL
- . Z SUPERSEDE THESE PLANS AND SHALL BE DONE SOLELY AT THE CONTRACTOR'S EXPENSE.
___ - ... M 25. IT IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC
_ -- ���- � STREET TO INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS SHOWN HEREON. AS WELL
AS ANY
E DEVICES G MAY ARNU ENSURE THE SAFE
CEMENT
TRAFFIC CONTROL GENERAL NOTES. CONT RAFICAND ADDITIONAL
EDSTRIANSTHROUH OR ODUDTHE WORK AREA. ALLTRAFFI
CONTROL DEVICES SHALL BE KEPT IN THEIR PROPER POSITION AT ALL TIMES. AND SHALL
28. THE CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY THE ENGINEER. ABE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND
CONTINUITY.
29. ACCESS TO DRIVEWAYS WILL BE MAINTAINED AT ALL TIMES UNLESS OTHER ARRANGEMENTS ARE MADE. 26. CONTRACTOR SHALL REMOVE OR COVER ALL CONFLICTING SIGNS INCLUDING SIGNS ON
30. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF LAKE ELSINORE, 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. - THE TRAFFIC SIGNAL MAST ARMS.
31. CONTRACTOR SHALL REPLACE ALL LOOP DETECTORS AT ALL LOCATIONS WHERE THE EXISTING LOOP DETECTORS WILL BE AFFECTED OR DAMAGED BY THE PROPOSED WORK. - 27. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL CONFLICTING
LOOPS SHALL BE REPLACED WITHIN 72 HOURS OR AS DETERMINED BY THE ENGINEER. IN LIEU OF INSTALLING TEMPORARY LOOP DETECTORS, CONTRACTOR MAY PROVIDE AND _ STRIPING ON THESE PLANS.
INSTALL TEMPORARY VIDEO DETECTION SYSTEM FOR THE DURATION OF CONSTRUCTION. VIDEO DETECTION SYSTEMS SHALL BE COMPATIBLE WITH THE EXISTING TRAFFIC SIGNAL SYSTEM.
600'MERGE TAPER 350'SIGN SPACING
350'SIGN SPACING
100'BIKE TAPER i ( -�, 350'SIG SPACING
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LEGEND. PROP.R/W ` CL PROP.R/W - 1j -�..
TRAFFIC SIGNS (THIS SHEET) I I
y 28.5' 5.5 4, 14' 12' 11'I 3 12' 12' 12' 6' 12' , II '
DIRECTION OF TRAVEL WORK ZONE �I -'Q I i� STAGE 1
a TEMPORARY ROADSIDE SIGN, 1 _
LANE WORK RIGHT LANE <3>
-R3-2 Jr •�• t t t # ! CC I WORK LIMITS: STA 106+50 TO STA 113+00
GLUE-DOWN DELINEATOR close0 aHEaD I aGSEO TTCVJ I, j Q
i; CONSTRUCTION ITEMS:
o" TEMPORARY K-RAIL J I -STRUCTURAL SECTION
n TEMPORARY CRASH CUSHION SEE- C30(CA) W2C"1 W4-2 W20-5(RT) C27(CA) W11-1 K-RAIL MEDIAN NOSE ' �; .3 ,l -CURB & GUTTER
DELINEATORS f I I Ij -SIDEWALK
TYPE IIBARRICADE WITH SIGN F={C30(CA) SIDEWAL OSED SECTION A'A I '=I i � -PED ACCESS RAMPS
c END siDewaLK �� BIKE SHARE I Ii Z -AC GRIND AND OVERLAY
ROADWORK CLOSED BIKE LANE- NO SCALE + i I
TYPE II BARRICADE - F-{ CROSS HERE CLOSED LANE THE I I >O , -RELOCATE UTILITY APPURTENANCES
® G20-2 R9-9 CLOSED I i -CONSTRUCT RIGHT-TURN LANE
WORK ZONE R9-11(LT) AHEAD ROAD i I , I
SIGN DESIGNATION ROAD DO NOT . < > W16-iP A WORK HOURS: BPM_- 4AM Q 1 II w
W20-5(8[KE) C30(BIXE)
CLOSED PASS O bb
CR13 - EXISTING TRAFFIC SIGN R11-2 SC13(CA) WORK DAYS: d
oM4-Y NOTE: THIS PLAN ACCURATE FOR TRAFFIC CONTROL PLAN ONLY.12
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_ BENCH MARK: DIG ALERT REVISIONS _ APPRV DATE SEAL: 2SOUTH POINTE DRIVE-SUITE 275 J-14905C CAUTION:LOCATION OF EXISTING UTILITIES ON THESE PLANS SHEET
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR CITY O F LAKE ELSINORE
ELEVATION: 1400.873(NGVD 29) THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR QPDFE�0N4 LAKEF8.0707 CA 92630 PRIOR TO CONSTRUCTION. - 8
" RIVERSIDE COUNTY DESIGNATION:E-14-70 n CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 9495880707 TRAFFIC CONTROL PLAN
fy (FA%)949.588.0709 ' FOR CANYON HILLS PH. 8 of
�+°„ DESCRIPTION:2.7 MILES NORTHEAST ALONG � c UNAUTHORIZED CHANGES
H ENGINEERING COMPANY r ckeng�neenng.com
" RAILROAD CANYON ROAD FROM THE RAT.T, BARRY J.COWAN m CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE
'^ INTERSECTION OF RAILROAD CANYON ROAD �� m orange sanoego-Rver:me SanLulsObisPo-Bakersfield-Saaamenro-Phoena-Tucson VTTM #36117 & #36118
BEFORE N. 46568RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE
AND STATE HIGHWAY 79,122.0 FEET a You DIG! PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS
o NORTHWEST OF RAILROAD CANYON ROAD, '- ''fI / :f� r - » PREPARED UNDER THE DIRECTION OF:
�C�%'N��'C--• /_y' BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER.
6.0 FEET SOUTHWEST OF POWER POLE RAILROAD CANYON ROAD FILE N0.
w" '1853732E,t0 FEET NORTHEAST OF A 1400-227-2600 KEN J RUKAVINA RCE°42866 DATE J)'r CIVIL �r � -F SCALE: SHEET SPECIFIC
e MARKER POST,A BRASS DISK SET IN THE CHECKED INTERIM CITY ENGINEER //rr I
UNDERGROUND SERVICE ALERT N�4 E NFL �' C4
0 0 o TOP OF CONRETE POST E-14-70. Call at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: 8Y, .CITY Of LAKE ELSINORE OF CAS BARRY J.COWAN,RCE ^C46568 DATE DATE: R