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DEXTER AVENUE I
EX ISITNG BUST STOP TO i
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CONTRACTOR SHALL BUS
s O i AGENCY APPROVAL BEFORE
_, THE START OF THIS STAGE. 0 NI
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Q ) TRAFFIC CONTROL NOTES' LEGEND
w27-58 5, Q W27-5
(SHOULDER WORK AHEAD) t
F (� ( OULDER CLOSED f0009 ,j E„ @
1. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH DIRECTION OF TRAVEL � TYPE III BARRICADE AND SIGN PrIC30(CA)
CALTRANS STANDARD PLANS T-10 THROUGH 17,JULY 2002 EDITION.
J € 2. ALL TRAVEL LANES SHALL BE MINIMUM OF 12'WIDE AT ALL TIMES. TEMPORARY ROADSIDE SIGN f TEMPORARY TYPE K RAIL s�
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1 3. TRENCHES SHALL A BACK FILLED R STEEL PLATED AT THE END TRAFFIC CONE/DELINEATOR TEMPORARY CRASH CUSHION `0*H
1 TEMP 1 t2' 12' MEDIAN 12' 12' OF THE WORKING DAY TO ALLOW FOR NORMAL TRAFFIC FLOW.
TEMP 4. PLATING SHALL NOT EXCEED 3 TRENCH PLATES IN SUCCESSION IN EXISTING SIGN g° REMOVE STRIPING SB
K RAIL K RAIL ONE LANE,PARALLEL TO THE FLOW OF TRAFFIC.
2 EXIST N/BE&SS/B 2' 2' EXIST EXIST 2 5. CONSTRUCTION VEHICLE OPERATION IN AND OUT OF CONSTRUCTION TYPE I I! BARRICADE �—{ X�MATERIAL:P=PAINT (2 COATS),T=THERMOPLASTIC
EXIST I LANE E/B LANE E/B LANE EXIST STAGING AREAS SHALL BE CONTROLLED BY FLAGGERS AT ALL TIMES. +
LEFT LANE TRAFFIC SIGNAL S OT— INSTALL PER CALTRANS DETAIL
CURB CURB 7-THE CONTRACTOR SHALL PROVIDE A MINIMUM CLEARANCE OF 48" X� DETAIL NUMBER
? z
FROM THE FACE OF CURB TO THE EXACT LOCATION OF ALL SIGNS WORK AREA W-WHITE
o
- PER (ADA) AMERICAN DISABILITY ASSOCIATION REQUIREMENTS. Y=YELLOW
_ S.POST OR PYLON MOUNTED OBJECT WITH BOTTOM EDGE BETWEEN Z7"
AND 0" ABOVE
THE GROUND
ROUND PROTRUDES MORE THAN 12" INTO
PEDESTRIAN CIRCULATION AREA, PROVIDE CANE DETECTABLE RAILSCENr®A . AVENUE STA E OR DETECTABLE WARNING SURFACE. REMOVE, RELOCATE OR MODIFY f F n
SECTION A-A AND/ALL PROTRUDING OBJECTS (4" MAX PROTRUSION ALLOWED.) O a
NO SCALE 0 D3(CAMBERN AVE)
SO 20 0 40 BO 120 CO
o MAROUER I TA K- M4-10(R)
AVE M3-3GaAaH)C SCALE e0% 4-10(L M4-10(LT)CAMBERN AVENUE
0 r I 1,f r) r J r t a DON JUAN ST ��` W20-2
F9 M4-8a 4-10(R) 0 D3(CAMBERN AVE)
t 9L M4-10(R) Kc M3-1
F O I P- P DP i -- -- P - PP RAILING Op � W240-2 N M4-80 � M4-
10(LT)
T T DT M M4-8a
DT DT _
12 22 12 22 78 (TPEK M4-10(R) � M4-0(R)C M4-101T)c;j ( FtT Qv I cm o+q SC
C��pP 9pO4Lc<
+ `Y
O Y
$ CJ -. _ -... --. m.: .. r.: - C7 M4-10(R)
- Q N ROAD
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�fi N - CLOSED M4-8a M4-8a SC3(CA) j
27 2B 24 30 31 32 IW (SEE SHEET 21 & 22 OF 27) D3(CAMBERN AVE) g gN
- - � M4-10(LT) f3 -
3 W ..........- .........._._._.._.._........ _. ..... _ N ...... �_ _.. - MEDIAN 4 a ( AMBER AVE)
c (3 N _..... — _ MECL;J 4' ...N. _._.. N N M3 1 D3(CAMBERN
` a d'� M4-8ocq��F� (O
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n _. ._ - -._.............._......................r-_ _..� ..._...___....__ ... ,.,.,..,. - W M3-3 QG '
E: Q .. - ,.r- ' ._. - ._. :._. .ram__ .-___.----..............._-._. ,, -- .... .... -- -----. —___. F U) M4-10(LT) A -1 W20-2 FSC6-4 N
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O � .—......_ i .-_. ..._.__. _,..,, .-......_- 'T�'.. _. I � M4-9b .... -....._....... ......__ ..m_ -- C W20-2 A 4 O(R)
_. C30A(u; I ATffi 'r< / ......,.....,; G M3-1 4 N QO
f - P DELINEATOR
0 750'SHOULGER TAPER f00'TAPER /�' P CDT O D3(CAMBERN AVE)
c s i DT 12 22 Q40'SPACING N M4-10(LT) z
w ,r' M4-101LT)
i WORK AREA
I TEMP RAI LI NG M3-3 n
TEMP CRASH CUSHION (TYPE K) I M4-101R)
C > (ARRAY 'TS1 4"
) I DETOUR
b a CAUTION! LOCATION OF EXISTING UTILITIES ON GENERAL NOTES: FOR STAGE I
u m THESE PLANS ARE APPROXIMATE AND NOTE: CONTRACTOR SHALL MAINTAIN ACCESS SEE SHEET 13 OF 27 N.T.S
SHALL BE VERIFIED BY CONTRACTOR FOR PEDESTRIANS/BICYCLIST ANS/BI CYCLI ST AT ALL
0 o PRIOR TO CONSTRUCTION. TIMES PER ADA REQUIREMENTS. TC_1
"a
v C
i + BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL FESSIO ),uoz # CITY OF LAKE E L S I N O R E SHEET
u Y- CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE QPO Nq< RICK ENGINEEWNG COMPANY CALTRANS PERMIT 08-04-6-MC-1346
L.. Ord CONDITIONS OF DEVELOPMENT AND/OR s fy TRAFFIC CONTROL PLAN 21 �.
LL — DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS.AND A PERMIT �'`, OF
a ON TOP OF CURB,ELEV = 1274.91 � BARRY J. COWAN ? -Di9., mc9..sn9 o.a„s9 rn„- ❑.,09 UNAUTHORIZED CHANGES: J
CALL CAN BE ISSUED. ¢ A I aw s W..ismm.us•0,.09.,cn cues•hnU9—•rnx pe.)99v...,•..,.�...nm,.� CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE FOR DEXTER_ A d E N U E, CENTRAL 27 s
F- 0 LOCATION: FROM THE APPROXIMATE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE A
N L INTERSECTION OF COLLIER AVENUE $YOU OD,I * Ez1.6-30-07 ') PLANS,ALL CHANGES TO THESE PLANS MUST BE APPROVED AVENUE (STATE A 11= NIGH�JAY 74I SHEETS u
0 0 AND CENTRAL AVENUE 66 FEET BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND C A ®ERN A V E N U E
SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 S uI�k J} CIVIL ��Q PREPARED UNDER THE DIRECTION OF: FILE NO.
AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT RCE.No.63BS DATE 4/£pF Cps\FaQ �,,,,� 24j O SCALE: F O,R S•I'A G`E I C ZI p W
/o o N CHISELED SQUARE ON TOP OF CURB Cal of least 2 vorkk,g Days prior to excavating, pESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP.DATE 6,'3Bi'P966 l-1i 1OS O J C y
OPPOSITE FIRE HYDRANT I I DARRY J C WAN,RCE °C46568 (EXP.6-30-07) DATE DATE:
PLOT DATE. 23-SEP-2005 JN 14502