HomeMy WebLinkAbout3093-5NO. 3636 TOP ' SECTION
OR EXTENSION
NO.
W/ 5
SISE
"AT
AVAILABLE WITH OR
WITHOUT GALV. rRAME
NO. 3636 STEEL
8IAEET EEAM
WT. SQ,
y
ISO. 5 ,ftn ft^VYA.A
0
Urnderground Service Alert
3
o FORE y SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
N o Cat TOLL FREE NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
m 1_ DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE
12 REVISIONS TO THE PLANS TO BRING THEM INTO
227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS
o IN EFFECT.
a. TWO WORKING DAYS BEFORE YOU DIG
•
•
soft
•....,.
PLATE
CRATE
INSIDE
OUTLET B C
D APPRM
NUMBER
SIZE
DEPTH
SIZES
WEIGHT
A-344
12x 1 2
b 112
4 14 x 14 b
1 bbl
A-344
M/4 x 1334
5;;fit
16,)( 1E 6
2V4 65
Note. On E" Outlets 0 Equals 211, Inches
PLANS PREPARED FOR:
OWNER/DEVELOPER/APPLICANT
B CA DEVELOPMENT
ATTN: BEN ANDERSON
17780 FITCH STREET
SUITE 120
IRVINE, CA 92614
(949) 863-1055 - FAX (949) 863-0065
A
4-
c" Oprp .1A
—7-
I
Ee
A
SECTION E -B
B
FOR SLOPING TRENCH WALL rOR VERTICAL TRENCH WALt.
OPTIONAL
CONST.JOIN+r'T
NaisruRsro EARTH ..-
s IAI .
B
,SECTION A-�
TABLE
PIPE
SLOPEt%)
" III(I�1
L,
RJISTA.N>"NL
(MAX.)
z
0131A of
(MAIt,J
too
�.�� e€ (12
I.20 m t4')
s r
4115 04')
2.40 (89
b
+4,90 lav IIS`I
_-es IpI OV)
"+ffiP4y0
::i: �..
a�wq`�p'3r, Cit 09p11
�.V'�d YPI 96`V�3
E.50 � (10 1)
�.i.�'4�' I�IJ F.
ELEVATION
PIPE ANCHORS _.
NOTES'
ANCHORS SNI .L ME CLAS$ 2 5or4 (4so^ -2000) coNdcRrTc.
- FAIN CLAS' PIPs, ANCHORS SHALL NOT BE. PLACED WITHIN 1:50 mm r:S IHCI 4 SL OF THE PIPE OI NT.
3. TRENCH $HALL BE SACKrILL PER NOTE A ON SHEET 2,
4I SPACI4NQ Or ANCHORS FOR PIPC SLOPES BET ENI VALUES SHOWN IN TABLE 'A' MAY EE. Piga POR o ICNEQ.
5. I9N IWSICNS SHO ON THIS PLAN FOR TRIC AVD ENGLISH UNITS APE NOT EXACT EQUAL. VALUES,
IF METRIC UNITS AF'dF: LI: ESD. ALL VALUES USED FOR CONSTRUCTION UALL BE METRIC VALUES SIT
'THE EXCF-PTION Or RFAMF`OIRCIN EAR S=ZES POP WHICH ENGLISH (IMPERIAL) 040 SIDES MAY BE
SUBSTITUTED FEIN TPI C BAP SIZES. ;F ENG;LISI4 UNIITS ARE USEO� ALL. VALUES USED FOR
CONSTRUCTION SMALL IRE ENGLISH VALUES,
NII'
.......................
�AMERICAN PUBLIC FORKS AS OCIATIDN - SOUTHERN CALIFORNIA CHAPTER
rdl rry t i
RIDE ANCHORStnl*LFI�i�r>c ara
t3I�cfF"4sw€i .r$ BACKFILL STABILIZERS i221-1
RENL t UsE'4�t19 FI S'I'ANCARD SPE-CIF'ICA11 NS FOR P'UIRLIC WORKS CONSTRUCTION
1617
1616
PAD= 1615.5
,111111mmI
1614
1613
QRECORD DOCUNdENT
�I
PROPOSED GARDEN WALLI
PER SEPARATE PERMIT wl
�ai
01
LOT
24
CONCRETE DRAINAGE DITCH
AT SOUTHERLY FACE OF
WALL OPENING, 0.96'
These Record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
aid/or completeness of this information and shall
110( he responsible for any errors or omissions
may be incorporated herein as a result
I_
V D TE
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN
FROM THE CENTERLINE OF BRIDLEPATH DRIVE BEING
NORTH 18'00'00" EAST, AS SHOWN ON TRACT 13750,
M.B.250/48-66, RECORDS OF SAN BERNARDINO COUNTY.
REVISIONS Engineer City BENCHMARK
No. Approval Date: Approval Date: 14"
FWE 43 - R.R. SPIKE IN E.P. BY
PP#1536663E S'LY SIDE OF BASELINE
220'± E'LY OF CHERRY AVE.
ELEVATION: 1313.04
25'-30' VAR. WIDTH SEWER
& STORM DRAIN EASEMENT
8.0'
5 I LOT
23
PROPOSED COMBINATION
V -DITCH 24"RCP RETAINING/GARDEN WALL
PER SEPARATE PERMIT
FOOTING
8.67'
,WALL OPENING 6.5 BLOCK`.
10'
CONCRETE DRAINAGE DITCH
NOTE:
3' WIDE DRAINAGE DITCH TRANSITIONS
TO 10' WIDE @ WALL OPENING, SEE
PLAN VIEW.
PROVIDE HOT DIP GALVANIZED
PLATE FOR WALL SUPPORT.
PROVIDE HOT DIP GALVANIZED
REBAR ®4 O.C. VERTICAL
T613.03 FINISH GROUND
I
PROPOSED STORM DRAIN PER
CITY OF FONTANA DWG. NO. 3093
a
It if - + - %II
n n
�� rr
I
F -F SEC'nON I
SCALE
HORIZ: 1 "=2'
VERT : 1"=2'
STORM DRAIN
@)—CONSTRUCT V -DITCH PER DETAIL SECTION "A -A" ON SHEET NO. 3
ALLARD ENGINEERING
oVESS,o
CITY
OF FONTANA, CALIFORNIA
��p�Hq� ��
�F� ti�
STORM
DRAIN IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
oP
8253 Sierra Avenue
— Z
Drawn By:
Scale:
Fon ,California 92335
W No. 43976 m
WF
TRACT NO. 16167-1
AS SHOWN
(9 ) -18 Fax (909) 356-1795
0G Exp. 6/30/05 M
* *
�y�
Designed By:
DETAIL SHEET
Date:
Z -7-O3
C/vll �`P
SIF
i'
FEB. 2003
David S. Hamner H.C.E 43976 Date
(expires BM/2M5)F0
CA 1F
Checked By:
14
Approved:
Dwg. No.
V
DH
CITY ENGINEER R.C.E. 5 L !� a
3093
51
File: L:\DWG\13402\STORM DRAIN\16167-1\Sht-5.DWG