HomeMy WebLinkAbout3703-2WEST EAST AVE.-
R/W
CITY OF RANCHO CUCAMONGAjCITY OF FONTANA
I -
j_ 44' j_ 44'
10'
VARIES
WEST
R/W
I
i
i
I
I
VARIES I 32'
27' . .
8' N8'
5' 21' 19'
VARIES VARIES VARIES I•'
MEDIAN I
C & G 1 ( 5' MIN.
�-- .- -- 2% VARIES - r 1 - -
44'
VARIES
TYPICAL SECTION
N.T.S.
STA.' 24+28.16± TO STA .X25+05:00
T
ST'EAST A L 8+00:
CITY OF RANCHO CUCAMONGA J CITY OF FONTANA'-
27'
32'
44'
N2'
N5'
5' . ._1_ 3,
i S/W
- - ---- ' . PCC SLOPE /
10' S' 21' 8' N8' 19' N2' 5'PAVING I
VARIES VARIES VARIES VARIES I VARIES
MEDIAN 1.1
I 1 5' MIN. SEE NO ES
_ S/W 8
- - 2% VARIES I -I_" T I'1. 2
2%3%
I
L _ _- — — — — — -- TYPICAL SECTION - — — *. EXO STN Ml
I N.T.S. ' . 1• .5: 7•
STA. 25+05.00 TO 25+58.00 CONTRACTOR TO -USE -EXTREME CAUTION
EAST DURING WALL CONSTRUCTION-
R/W
APPROX 30'' - TO PROTECT PIPE IN PLACE.
44 TO EAST AVE T -
32' TO EAST AVE 5' 3' 4'
27' TO EAST AVE/ I - - / EXISTING EASTERLY
16.
T T- T BRIDGE ABUTMENT.
AND PILE FOUNDATION
10 [CALTRANS EAST AVE
I I I I •UC(SE OFF RAMP)
12 i i (8R=54-975)]
I I I I
5' MIN. SEE NOTES i
S/W CD
13 _ I I I I I
2% 3� I I I I
�� r* 'ZONE OF WALL
— - - - - -
13 BEARING INFLUENCE' I I I I I I
1' 7,' LJ LJ LJ
* EX. STORM _ ** DESIGN NOTE: DUE TO THE LOCATION.AND GEOMETRY OF THE
DRAIN \' �i EXISTING BRIDGE AND PILE FOUNDATION;THE 'ZONE OF WALL BEARING
REINFORCED -CONCRETE. RETAINING WALL SEGMENTINFLUENCE' • DOES NOT ADVERSELY AFFECT THE EXISTING STRUCTURES
ADJACENT TO THE.PROJECT. REFER TO CALTRANS 1976 AS BUILT DWGS
N.T.S. * CONTRACTOR TO USE EXTREME CAUTION FOR BRIDGE PLANS/DETAILS..
STA. 25+05.00 TO 25+58.00 'DURING WALL CONSTRUCTION CONTRACTOR TO VERIFY THAT ALLOWABLE BEARING• CAPACITY UNDER.PROPOSED
TO PROTECT PIPE IN PLACE. RETAINING,WALL IS 95 KPA (2 K/SF).
Underground Service Alert
Call.- TOIL FREE
1-800
(� 227-2600
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION NOTES
(D -PROTECT IN PLACE
(D -REMOVE PER PLAN -
REMOVE EXISTING AC MATERIALS
&-RELOCATE EXISTING -IMPROVEMENTS
(AS NOTED.'BY. THt: ENGINEER)
Q--SAWCUT EXISTING' PAVEMENT .
Q- ADJUST TO GRADE (AS NOTED)
7Q• -CONSTRUCT. S`" AC OVER 12 lkCOMPACTED NATIVE SOIL COMPACTED TO -95Z.
CONSTRUCT:CURB AND GUTTER PER CITY.OF'FONTANA STD.. PLAN NO. 1003, CF=8"
L') -CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD -.-PLAN- NO.. 1015
10 SAWCUT AND REMOVE EXISTING PCC SLOPE:PAVING AND
•REINFORCEMENT FOR WALL AND RUCK CONSTRUCTION -AS SHOWN
11 CONSTRUCT REINFORCED CONCRETE RETAINING ,WALL PER CALTRANS
STD. PLAN B3-1.1, TYPE 6 (SEE DETAIL ON SHEET 3)
12 CONSTRUCT GROUTED RIVER ROCK BAND TREATMENT ALONG TOP' OF WALL
AS SHOWN PER CITY OF FONTANA STD. PLAN NO. 145.
13 GRIND 0.10' MIN. EXISTING AC PAVEMENT AND OVERLAY 0.10' MIN.
LEGEND
--a*— Direction of .Travel
MARKERS
0 TYPE A WKIte Non -reflective
TYPE -AY Yel low Non -reflective
® TYPE CRed=c Lear' Retroref lett i ve
®• TYPE D Two=way•Yel.tow Retroreflective
[� TYPE G On'e-way.'Ctear RetroreflettIve
® TYPE H One-way'Yel tow Retroreflective .
LINES
�] 100 -mm (4') White
100 mm (4') 'Yellow
LANELINES
A20A, DETAIL 9
14. 64 m
( 48')
259n a14" 2.14n
(S -L/2' (7') C 17') 17') (8402')
®►0 C� L� 0I
LANE DROP AT I.NTE.RSECT•IONS
A20C, .*DETAIL 37B
M a o 0 El F-1 F -1a ED 71 1 F-1
. v o
200 m (8')'Whlte line
�1 ) Through traffic m'4p- See Detall 38
m Std Plan A20D
CHANNELIZING LINE
A20D,• DETAIL 38 200 mm (8') White Line
0 a 50 rnm Il
I 7; 32 • m
7;32 m I
Through -Traffic -im'►
MARKER DETAILS ;
16 mm -20 mm B Mrs-105mr
C 0. 63' -0. 80')
1. 5 mm -4. 5' mm37 10. mm -19 mm
(0. 07'-0. 171> CO. 40'-0, 751)
01E
M-1
TYPE A & AY. TYPE G & H
® Retroreflective Face '
CALTRANS, PERMIT'..t' . 08-04 ' W -MC -.1.025
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BASIS* OF•. BEARINGS
THE BEARINGS SHOWN HEREON AS
N00°11'30'., IS BASED ON THE
CENTERLINE OF EAST. AVE BETWEEN
BASELINE RD AND FOOTHILL BLVD
PER TRACT: MAP 13213
(SHEET 3 OF 12)
.
BENCHMARK
CITY OF FONTANA
BENCHMARK NO. 366
USGS BM #H9 1933 22' W
INTERSECTION EAST AVE. &
BASELINE
ELEVATION = 1240.04 '
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGEN
MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM
INTO CONFORMANCE WITH THE STANDARDS
IN EFFECT
Rof t: s s -i p
o T �ql
�,�� CHAD -L. Fy
COSTELLO `=
�; m
No. 60256 rn
06/30/06
E"P'CHECKED
s�, CIVIL •
gTFpF cAL►F°4�\P
PL.ANrING ■ DESIGN ■ • CONSTRUCTION
me CoNcoms, surrE*22o
ONTAr110, CAUFORMA 9D64-5592
' 9M.6R0N FAXOMMOk www•RBFcom
C O.N S U LTI N G
-�2�— 6
PROJECT MANAGER DATE:
REGISTERED CML ENGINEER
C;ITY' OF FONTANA.' CALIFORNIA
DRAWN BY,
PC
EASTAVE.
STREET WII�ENIN(a PR�JJECT.
FAff AVE" =M B E AYENUE T+O:APPROXlwAAifl.Y
SCOr87.YOFBAYEMIE'
SEC Atm DETAU
SCALEI
HaRIz1 NTS
VERT1 NTS
DESIGNED BY1
CLC
DATE1
12/29/04
BY1
,
JOB NO.
65100112
_
R NO,
APPROVE
OITY ENGINEER RCrNO, 51152 3703
SHEET NO.
2 OF
REVISIONS APPROVAL DATE APPROVAL DATE
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