HomeMy WebLinkAbout2450-13X
10+00.00 LI E Oct 0
47+80.00 LI E 'A'
9+31.02 ST
12'49
9+72.14 C W LNUT ST.
1+00.00 q D OLITTLE CT.
10
LINE 'A'
9EE SHEET NO.2
43' 43'
21 25'
10' 19'-
11
10+27.28
C CONSTRUCT 30"
RCP, 1600D
s
49.86'
4TV
-
- - - - X -.0-001-
It- -
IL
69 0''
.�.
30" RCP
III1 I t � \� /la \ o ��! �-..PPROOSEERPDWGD 0� 2N450N BASIN
21'
w
25' �
13
43' 43'
WALNUT STREET
LINE 'C'
12
DATA
O
R
•
L
T
DATA
O
R
A
L
T
1
45.00'
60' 00' 00"
47.12'
25.98'
CONSTRUCTION NOTES
3O— CONSTRUCT 30" DIA. REINFORCED CONCRETE PIPE
13 CONSTRUCT TIMBER BULKHEAD PER DETAIL B
16
PLANS PREPARED FOR
Landings 750 L.L.C.
Attn: Ben Anderson
550 W. Orangethorpe
Placentia, California 92670
(714) 996-6700
REVISIONS An linee Date: city Date: BENCHMARK
No.
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG.
343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN
SEVAINE RD., IN SOUTH CONCRETE BASE OF
S.C.E. TOWER 19.5; 2.65 Mil. W. ALONG
HIGHLAND AVE. FROM SIERRA AVE.
E .EVATM: 1428.6090
Prepared By: CITY OF FONTANA
ALLARD ENGINEERING
Civil Engineering — Land Planning
6101 Cherry Avenue Drawn By:
Fontana, California 92336 SCN
(909) 899-5011 Fax (909) 899-5014
Designed By:
SCN
Raym nd J. All d, R.C.E. 36052 Date Checked By.-
(expires
y:(expires 6/30/2000) RJA
PROFILE
HORIZ: 1"= 40'
VERT: 1 "= 4'
SEAL
Q�OF E S S � ON
J. q�
�T �O
0 No. 3+6052 Z
rn
Exp, 6/30/20M
CIVIL
Or: CA1-\F�
CALIFORNIA
STC RM DRAIN IMPROVEMENT PLAN$ Scale:
for 1"I- 40'
LINE 'C' Date:
OIL 10+00.00 to S1a.10+74.40 Feb. 1996
Approved: • 64�1�..�.La� Dwg. No.
CITY ENGINEER R.C.E. 25126 j 2450 1a
Filename: L:\DWG\10201\SD\SDRAINI3.DWG
Date: December 17, 1996