HomeMy WebLinkAbout05-215 CAMBERN AVENUE
PR0Jr r r s J TF e
E
1
❑
A
O M4-9b a m
N T ` 4 M4-9b —— —— —— CENTRAL AVENUE N N m
N LL Y n
a O .. ___--------.._._..... - t......__ _ ..... . , d o
_ _ _ Mr ,
:_� _ _.._
Ncf)
N — — — — — — — — — — — — — CO)LU W
F 12"
Z W '. 25 26 :f• 27 4r28 29 310 — — _ -_ 31 _ 4117 32 Z m
J W
Lu
V W ? — — - C30A(CA 12' 12' C30A(CA) C30A(CA)
W — — — �—
�. W.. _�.. _...... _
a - _ _ _ ._._.. ...._ a
_....._--- ----------- — __ _ _
f' / M4-9b R9 9
`` tl�'
`l 'q
I
TRAFFIC CONTROL NOTES:
1. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH G20 W20 i
CALTRANS STANDARD PLANS T-10 THROUGH 17,JULY 2002 EDITION.
2. ALL TRAVEL LANES SHALL BE MINIMUM OF 12'WIDE AT ALL TIMES. R9-91 o
3. TRENCHES SHALL BE BACK FILLED OR STEEL PLATED AT THE END � - m
OF THE WORKING DAY TO ALLOW FOR NORMAL TRAFFIC FLOW. 2
4. PLATING SHALL NOT EXCEED 3 TRENCH PLATES IN SUCCESSION IN
ONE LANE,PARALLEL TO THE FLOW OF TRAFFIC. 3 z
x C
5. CONSTRUCTION VEHICLE OPERATION IN AND OUT OF CONSTRUCTION
STAGING AREAS SHALL BE CONTROLLED BY FLAGGERS AT ALL TIMES. LEGEND -
6.THE CONTRACTOR SHALL PROVIDE A MINIMUM CLEARANCE OF 48" 7J
FROM THE FACE OF CURB TO THE EXACT LOCATION OF ALL SIGNS DIRECTION OF TRAVEL TYPE III BARRICADE AND SIGN F3:4 C30(CA)
PER (ADA) AMERICAN DISABILITY ASSOCIATION REOU I REMENTS. n
7.POST OR PYLON MOUNTED OBJECT WITH BOTTOM EDGE BETWEEN 27" TEMPORARY ROADSIDE SIGN f TEMPORARY TYPE K RAIL
AND 80" ABOVE THE GROUND PROTRUDES MORE THAN 12" INTO TRAFFIC CONE/DELINEATOR TEMPORARY CRASH CUSHION
PEDESTRIAN CIRCULATION AREA. PROVIDE CANE DETECTABLE RAILS W
OR DETECTABLE WARNING SURFACE. REMOVE• RELOCATE OR MODIFY EXISTING SIGN REMOVE STRIPING SB
AND/ALL PROTRUDING OBJECTS (4" MAX PROTRUSION ALLOWED.) Z 40 20 0 40 80 120
TYPE III BARRICADE I� MATERIAL:P=PAINT (2 COATS),T=THERMOPLASTIC W
TRAFFIC SIGNAL TS DT X INSTALL PER CALTRANS DETAIL Q GRAPHIC SCALE 1"- 40'
X� DETAIL NUMBER 0
WORK AREA W=WHITE
Y=YELLOW Z
Q
M4-9b i
CENTRAL AVENUE
+cm
�-I :•.
_ .... ...__. ..
M
W — .............. .......... ❑
1z' m� ......
F O 12 — �
N m 35 - - - - - - -38-- ---- ._._ -39- -- ----- ---- -00--
W Q -_ - O
-_ ........ .......... ............
0 ? W 12 .........
€z .1 z
E _ ..... ..._.... -- ___ ........._ ............... .. N C
..... ....._._ _..._..._._._ ____-_.___
O ._.._.. ................. ..__........
oa — -- -- -- -- —
c �,�9 m m
0 G20-2 R9-9
O
a
O
C >
-0 0
Po a CAUTIONI LOCATION OF EXISTING UTILITIES ON
THESE PLANS ARE APPROXIMATE AND
~i �o SHALL BE VERIFIED BY CONTRACTOR
0 o PRIOR TO CONSTRUCTION. TIC
i +° REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL )"502 CITY O F LAKE E L S I N O R E SHEET
u BENCH MARK N'n DIG ALERT COMPLIANCE WITH THE APPROPRIATE p00VEBM%9 4I RICK NGINEERING COMPANY CALTRANS PERMIT #08-04-6-MC-1346 24
CITY OF LAKE ELSINORE BM B-95-56 O
CONDITIONS OF DEVELOPMENT AND/OR �. TRAFFIC CONTROL PLAN �;-
L�:. o N DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS.AND A PERMIT BARRY J. COWAN�R, - S"O1., w'd& O1B°ga rn-1x 'nmm' UNAUTHORIZED CHANGES- OF e
a ON TOP OF CURB,ELEV = 1274.91 �, o snaW�sw„-.0n Gs�•pu+)uaw�ew•rnx(714)93-1..,..r� FOR DEXTER AVENUE CENTRAL 27 s
�� CAN BE ISSUED. P ' n CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE U.
j Oo LOCATION: FROM THE APPROXIMATE BEFORE No. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74)
N E N INTERSECTION OF COLLIER AVENUE YOU DIG! n ° Exo.6-30-07 a• PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 8
O ON
AND CENTRAL AVENUE 66 FEET Q�/,'4/� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND C A M B E R N AVENUE
SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 /'��JJ-y 57 It sf J} CIVIL �Q PRREPARED UNDER THE DIRECTION OF: FILE NO. 9
w AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT RCE.No.£3956 DATE 'vjf OF CA\\EOQ� /�Zu� OI 9/23/05 SCALE: FOR STAGE II
i cCn CHISELED SQUARE ON TOP OF CURB Cal at bast 2 working days prior to excavating. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP.DATE 6099,'2696 6-4116 BARRY J COW N,RCE °C46568 (EXP.6-30-07) DATE DATE:
O i N OPPOSITE FIRE HYDRANT
PLOT DATES 23-SEP-2005 JN 14502
a