HomeMy WebLinkAbout4086-3i7
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7
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LIHIUGL
EXIST. 18" SEWER ---
(CITY OF FONTANA)
SHORING AS REQUIRED
CHERRY AVENUE
TYPICAL SECTION
runiviolyum F, d! %'%M,
BASIS OF BEARINGS:
BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF
SE011ON 23, TOWNSHIP 1 NOM'H, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
COUNTY OF SAN BERNARDINO.
. L11 0 -
SOIL ENGINEER
LOR GEOTECHNICAL GROUP INC.
6121 OVAIL VALLEY COURT
RIVERSIDE Ck 92507
Ply (951) 653-1760
ml REMSION PESCRIP11ON
I V1 �_,M �_
Vk 6 ll- I V --'4-
cib I
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
fi
1.
0**
(SEE SHEET 9,)
133@ 13'22"
...... . ... -
Vk 6 ll- I V --'4-
cib I
covc'��'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
CHERRY
i_
AVENUE &/17 AVENUE LINE CA INT.2+44_R
C�ERY
AVENUE C/L
SEAL -ENGINEER
S
/ S �10N
'_/41 ��"*V—_ .':
ARIC M. T0RREYSWA_-t-'
T, T,
- ) 70
v� \ Exp. 06-30-08_ f *)
GPAPHIC SCALE
40 0 20 40 80
"MEW
0 DELTA/BEARING RADIUS7LEN./DIST.7TANGEW
5,9.06'
203.48'
UUNUKLIL ;)IIVC' LL bUA f`LK LILIAIL-')
0**
(SEE SHEET 9,)
133@ 13'22"
20
CONSTRUCT TRANSITION STRUCTURE PER APWA STD,
09'55'29
PLAN 341--1. (SEE SHEET 14)
—EXIST.
CONSTRUCT (14'W X 7'H) CAST—IN—PLACE REINFORCED
36op RCP
CONCRETE SINGLE BOX PER CALTRANS STD. 080
(SEE SHEET 10)
CONSTRUCT (14'W X 10H) CAST.--IN—PLACE REINFORCED
CONCRETE SINGLE BOX PER CALTRANS STD, 080
49�j
:A7.35
(SEE SHEET 10)
�n
.A
N[? TRANSITION
11 ON
C5)
CONSTRUCT (1 4'W X 12'H) CAST—IN—PLACE REINFORCED
O_
B EGIN REINFORCED
ED
CONCRETE SINGLE BOX PER CALTRANS STD, 080
CONCRETE BOX
(SEE SHEET 10)
CONSTRUCT (16'W X 16'H) CAST—IN—PLACE REINFORCED
CONCRETE SINGLE BOX PER STRUCTURAL DETAILS ON SHEET 9.
490+12.35 PCC
CONSTRUCT PRESSURE MANHOLE PER APWA STD. PLAN 328-1.
BEGIN TRANSITION(SEE
SHEET 11)
END REINFOOX STRUCTURE
REINFORCED
00
REMOVE AND REPLACE EXIST. CHAINLINK FENCE IN KIND
CONCRETE
TO FACILITATE STORM DRAIN IMPROVEMENTS.
490+00.00
C/L M.H,
11
REMOVE AND REPLACE IN KIND EXIST. SIGN TO
OF DRAINAGE IMPROVEMENTS.
SHAFT
FACILITATE CONSTRUCTION
SUMMIT AVENUE
12
REMOVE EXISTING DRAINAGE STRUCTURE.
EXIST. STREET LIGHT
(PROTECT
16
REPLACE EXISTING STREET STRIPPING IN KIND.
IN PLACE)
EXIST. 36" RCP (ABANDON
REMOVE AND REPLACE EXIST. AC PAVEMENT.
BULKHEAD IN PLACE)
489+26.15 LINE "B"
CONSTRUCT 6" AC OVER 12" 95% COMPACTED NATIVE.
=10+43.42) ��INT.
LAT
r
LAT. "C" C CA
00
CONSTRUCT CONCRETE DROP INLET PER RCFC & WCD STD. DWG. C13110.
SEE PROFILE
ON SHEET 8
2-01
CONSTRUCT 24" RCP WITH SLURRY BACKFILL PER PROFILE (D—LOAD PER
EXIST. SIGN
PROFILE).
(PROTECT IN
22
CONSTRUCT 36" GCP PIPE INLET PER CALTRANS STD. PLAN D75B.
PLACE)
(SEE SHEET 14)
q
24
SAWCUT EXISTING PAVEMENT.
EXIST.
42RP
CONSTRUCT 18" RCP (D—LOAD PER PROFILE)
RCP
VERIZON
F113ER
t�___q)
CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380--2
OPTIC
LINE
UNE / CURVE DATA
CHERRY
i_
AVENUE &/17 AVENUE LINE CA INT.2+44_R
C�ERY
AVENUE C/L
SEAL -ENGINEER
S
/ S �10N
'_/41 ��"*V—_ .':
ARIC M. T0RREYSWA_-t-'
T, T,
- ) 70
v� \ Exp. 06-30-08_ f *)
GPAPHIC SCALE
40 0 20 40 80
"MEW
0 DELTA/BEARING RADIUS7LEN./DIST.7TANGEW
R.C.E. 51152 DATE:
5,9.06'
203.48'
N/A
-----------
190.99,
N00'l 2'29"E_
133@ 13'22"
09'55'29
R.C.E. 51152 DATE: