HomeMy WebLinkAbout5700-2CONSTRUCTION NOTES:
O1 INSTALL 12" YELLOW CROSSWALK PER CALTRANS STD PLAN. PLAN A24F
( INSTALL 8 $9 WHITE CHANNELIZING LINE PER CALTRANS STD. PLAN A20D, DETAIL 38.
O INSTALL WHITE TYPE IV ARROW PAVEMENT MARKING PER CALTRANS STD. PLAN A24A.
0 INSTALL STRIPING PER CALTRANS STD PLAN A20B, DETAIL 29.
®INSTALL 50' OF 4 is WHITE SOLID INTERSECTION LINE.
INSTALL BIKE LANE PAVEMENT MARKING WITH ARROW PER "DETAIL A'$.
O INSTALL 6 it WHITE BIKE LANE INTERSECTION LINE PER CALTRANS STD PLAN A20D. DETAIL 39A.
EXTEND EXISTING STRIPING TO CROSSWALK.
H
11 12
X!
L
R26 (S) (CA) E
r 1;LLJ
(L) 3
> <
R26(S) (CA) E (L) 3 OM2
6
k V /
5
7
--X R/W
(5p)
OM2
(15') w (15') R4-7
LO
— ®o —OM2-lHa
(131)
(13')
--- T.RAISED
MEDIAN
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IJ6 d.-
X:5 1
D
Ldr)
<
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Li
40 20 0 40 80 120
SCALE: 1"=40'
LEGEND
FEI EXISTING SIGN TO REMAIN
IS FURNISH & INSTALL SIGN(S) & POST (IF APPLICABLE)
@) REMOVE EXISTING, CONFLICTING PAVEMENT MARKINGS
@ REMOVE AND SALVAGE SIGN AND POST AS NOTED.
RL
RELOCATE EXISTING TRAFFIC SIGN
U
FR�4
EXISTING SIGN
PROPOSED SIGN
(12') EXISTING LANE WIDTH
12' PROPOSED LANE WIDTH
< MATCH EXISTING STRIPING
(L) LEFT
(R) RIGHT
C-4i
13
14
N
WA
R4-7
24 P$ X30
OM2- 1 H
W3-3
R26 (S) (CA)
R/W
RIGHT LANE
MUST
TURN RIGHT
R3-7
36 " X36
(5'
(14')
(14')
131
14'
R/W
RAISED
17
a
NOTE:
1. INSTALL "PRE MARK" THERMOPLAST I C PAVEMENT
MARKINGS,
2. LEGEND SPACING PER CAMUTCD FIGURE 9C-3
3. PLACED IMMEDIATELY AFTER EACH INTERSECTION
DETAIL "All
WORD AND ARROW BIKE LANE MARKING
NOT TO SCALE
REV.
REVISION DESCRIPTION ENGR. DATE CITY DATE
BASIS OF BEARINGS:,
PREPARED BY:
CITY OF FONTANA, GALIFORNIA
PD
SHOULD CONSTRUCTION OF REQUIRED
THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF
5050 Avenida Encinas
IMPROVEMENTS NOT COMMENCE WITHIN
Prepared For:
CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/13-15.
Suite 260
Michael Baker
SIGNING AND STRIPING PLAN,
C=
TWO YEARS OF THE DATE OF APPROVAL
BEING: NOO*16'44"W
Carlsbad, CA 92008
DRAWN BY:
SCALE:
SHOWN HEREON AND CARRIED FORTH IN A
GRAND PACIFIC COMMUNITIES, CORP
BENCHMARK:
Phone: (760) 4 76-9193
BHS
CITRUS AVENUE AND AS NOTED
DIAL TWO WORKING
BEFORE DAYS BEFORE
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
100 N. BARRANCA AVE., SUITE 950
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/O
I N T E R N A T 1 0 N A L MBAKERINTL.COM
cy-1 NO. 69470 rn
Exp. 06-30 20
DESIGNED BY:
M U I R LANE DATE:
WEST COVINA, CA 91791
HIGHLAND AVENUE, 0.2 MI W/O SAN SEVAINE ROAD, IN SOUTH
BHS
August, 2018
YOU DIG YOU DIG
I c1c
BRING THEM INTO CONFORMANCE WITH
(626) 858-8666
CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST
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CHECKED BY:
'\APPRO ED BY: DRAWING NO.: 2
TOLL FREE 1-800-227-2600
BY UNDERGROUND SERVICE ALERT
CONDITIONS AND STANDARDS IN EFFECT
ALONG HIGHLAND AVENUE FROM SIERRA AVENUE
DATE:
6
RKZ
DATE:
5700
A PUBLIC SERVICE
EL=1428.609
RYA'LERS RCE 6947 N( T,
I
V CITY ENGINEER R.C.E. 51152 2
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