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TRAFFIC CONTROL NOTES* = o MAROUERITA
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1. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH 15 � ��•
CALTRANS STANDARD PLANS T-10 THROUGH 17.JULY 2002 EDITION. LEGEND `� �F� DON JUAN ST W21-4
2. ALL TRAVEL LANES SHALL BE MINIMUM OF 12'WIDE AT ALL TIMES. DIRECTION OF TRAVEL TYPE III BARRICADE AND SIGN FTI C30(CA) +TF•P r� ��
3. TRENCHES SHALL BE BACK FILLED OR STEEL PLATED AT THE END ,q W21-4 S' R3-2 Ox
OF THE WORKING DAY TO ALLOW FOR NORMAL TRAFFIC FLOW. TEMPORARY ROADSIDE SIGN } TEMPORARY TYPE K RAIL LF
4. PLATING SHALL NOT EXCEED 3 TRENCH PLATES IN SUCCESSION IN M4-80
ONE LANE,PARALLEL TO THE FLOW OF TRAFFIC. TRAFFIC CONE/DELINEATOR TEMPORARY CRASH CUSHION 00C O W20-3�• OOti
5. CONSTRUCTION VEHICLE OPERATION IN AND OUT OF CONSTRUCTION EXISTING SIGN REMOVE STRIPING gg CIO.
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STAGING AREAS SHALL BE CONTROLLED BY FLAGGERS AT ALL TIMES. '4 R11-2
TYPE III BARRICADE �---� ��MATERIAL:P=PAINT (2 COATS),T=THERMOPLASTIC
6.THE CONTRACTOR SHALL PROVIDE A MINIMUM CLEARANCE OF 48" X
FROM THE FACE OF CURB TO THE EXACT LOCATION OF ALL SIGNS TRAFFIC SIGNAL DT XX INSTALL PER CALTRANS DETAIL R11-2 R11-2 �4V21_4
PER (ADA) AMERICAN DISABILITY ASSOCIATION REQUIREMENTS.
,� DETAIL NUMBER ROAD R17(LT
7.POST OR PYLON MOUNTED OBJECT WITH BOTTOM EDGE BETWEEN 27" WORK AREA W=WHITE CLOSED
AND 80" ABOVE THE GROUND PROTRUDES MORE THAN 12" INTO Y=YELLOW
PEDESTRIAN CIRCULATION AREA. PROVIDE CANE DETECTABLE RAILS R11-2
OR DETECTABLE WARNING SURFACE. REMOVE, RELOCATE OR MODIFY C'
AND/ALL PROTRUDING OBJECTS (4" MAX PROTRUSION ALLOWED.)
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CONSTRUCTION AREA SIGNS iL
o FOR STAGE 1
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CAUTIONI LOCATION OF EXISTING UTILITIES ON N.T.S
/ THESE PLANS ARE APPROXIMATE AND
~ SHALL BE VERIFIED BY CONTRACTOR
C) a PRIOR TO CONSTRUCTION. T C-2
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/ + BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 1.lasoz SHEET
Y v CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE QPOFESSIOpgI RICK ENGINEERING COMPANY CALTRANS PERMIT #OS-04-6-MC-1346 CITY OF LAKE ELSINORE
Ii U V CONDITIONS OF DEVELOPMENT AND/OR 22
•- DESCRIPTION: CHISELED SQUARE �c TRAFFIC C 0 N T R 0 L P L A N
a CITY AND STATE LAWS,AND A PERMIT ; y �U;a x;�;� o rt�o;x 1ti UNAUTHORIZED CHANGES: OF a
/ ON TOP OF CURB,ELEV = 1274.91 �, BARRY J. COWAN m g° FOR DEXTER AVENUE CENTRAL �.CAN BE ISSUED. .., :un siw wm.swm.us•o�,a szeoa.(n+l sag+++o•eex(�:.;say.u�..,.�...mt<o¢.mm �
LOCATION: FROM THE APPROXIMATE CALL. CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE AVENUE,
CENTRAL
C46568 A RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE 27
N L�N INTERSECTION OF COLLIER AVENUE BEFORE AVENUE (STATE HIGHWAY A Y 7 4)
0 0 AND CENTRAL AVENUE 66 FEET �& YOU DIQ u Exp.6-30-07 >f PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS
8' I _ SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 �p alu( a PREPARED UNDER THE DIRECTION OF: BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND C A PA B E R N AVENUE
c >w OS a} CIVIL q� FILE NO. W
AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT RCE.Nofi3g5Er DATE 4jF OF CAOF�Q� !fin O( C.u.�+_ 2 $ SCALE: FOR STAGE 1 _
i CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. CITY ENGINEER EXP.DATE 6f39f9e961y( lOs �J -�(7
OPPOSITE FIRE HYDRANT DESIGNED BY: DRAWN BY: CHECKED BY: 4jl BARRY J OW N,RCE °C46568 (EXP.6-30-07) DATE DATE: O
O /N
PLOT DATE: 23-SEP-2005 JN 14502
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