HomeMy WebLinkAbout3116-C-3THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 JOB NO. 00-096
FILE: C-3.DWG DATE: JAN -15-02
Top Of Sloe & Sill
Elev. Shown On
Plan View
Filter Fabric
Backing
96.0'
1.8' Thick Concreted Rock
Slope Protection (Facing)
With Filter Fabric Backing
1.8PCC .
2.5'
1
50.0'
Top Of Slope - - - 25.0' 25.0'
2.0' 2.0' 1.3'
(Tm)
Top Of Slope
1.0'(T 1.0'.-
»
// /
g 3.0' MIN.
t
20.0' S4 RCP
11.0 FT MAX 186�������
a1�
%
3.5 Cut-Off Wall
9-r 7.8 FT MIN
MP•� �f
2.0' 1.8'
2.0 .16%
1.16%
7.8 FT MAX
� >> 7.6 FT MIN
O
�`
S
3.0' Dee ,
Rock Slope Protection
_ RockSlopeProtection
�� �� ���
Channel Flowline
Nei
Gunite or Concrete
6"x 6" 10 GA.
Wire Woven Mesh(Typ)
� Q
(500-C-2500)
Filter Fabric
Backing
Concreted Slope
Rock (Dmax= 24) Slope
3.0 Deep Concreted
Rock (Dmax= 24") Slope-/6"
Rock Protection
Protection Method "B"
Placement � �-®
Rock Slope Protection
Protection Method "B"
Placement
(F
(Facing)
3.5' Cut-Off Wall=
Extends 9.15' Left
And Right Of The
�j PCC Gutter
Culvert Centerline
3 Scale 1 "=2'
Section:
('D-'
Profile Culvert Outlet CL
F Sta 3+79.03
"=4'
3 (See Grading Plan)
Scale 1
3
N.T.S.
FINISHED
GRADE -`
i
MAXIMUM COVER BETWEEN
FINISHED GRADE AND TOP"
BEDDING B
UNRESTRICTED TRENCH OF PIPE SHALL NOT EXCEED
i
WIDTH & SIDE SLOPES 10 FEET
12' MIN. (TYP)
Removable Wrought
-
SPRING LINE
Iron Fence
(See Grading Plan)
i
5.0'
1.42' 2.0' 3.0' 1.0'
6.75'
L
D
o
2.0' x 2.5'
PCC SILL cB
Concreted Rock
»
'� ( ) 54
10 MIN. TYP
RCP
» »
5 5
R P R P
Slope Protection
i I Varies
(Facing)-
i 4.75%(Min)
9.00%(Max)
2-#5; Continuous Across Headwall
2.0'
16.9' I ( 16.9' 2.0'
f I 4" MIN.
(TYP)
o
t
(TYP)
08 Slope Protection Barrier
Top of Slope 7,5 7.5
- I
-
! PCC : .8 • •
'8� Per APWA STD PLAN 360-0
ELEV=2006.87
ELEV=2006.87
5-"MIN.
10 MIN.
1 2.5 Stl1 ,9'
'
i\�-�y.� •
(H=6ft; 3 Sections Extending Across
The Full Width of The Inlet Structure.)
_
TYP
(TYP)
Bedding Requirements
TYP
(TYP)
\i ..
-- 2.0' 2.0'
D Q Q
A BEDDING "A" SHALL BE COMPOSED OF SAND AND SHALL BE
BEDDING "A)$ SCREED BEDDING "A" TO FIT
CURVATURE AND GRADE OF PIPE.
`-
2.5' PCC Sill
t�
FREE FROM CLAY AND/OR ORGANIC MATERIAL. SAND SHALL BE
TYPE OF SCREED AND THE METHOD
Filter
a
'O 2.5 PCC Sill
OF SUCH SIZE AS LESS THAN 10 PERCENT IS RETAINED IN A No.
OF USE TO BE APPROVED BY THE
Fabric
�"� �^� ,� S\°p
2•
.•� C/ F,
4 SIEVE AND NOT LESS THAN 95% IS RETAINED IN A No. 200
ENGINEER. BEDDING SHALL PROVIDE
UNIFORM SUPPORT THROUGHOUT THE
Backing 25.0*
Sp Oma• Oma•
�p0• �o ryo
2
J
SIEVE.
ENTIRE LENGTH OF THE CULVERT.
�-
\�
B BEDDING "B" SHALL BE A GRANULAR MATERIAL FREE OF CLAY
(TYPICAL)
5„ 2000.53
og p5 pg
9°�' °�' g°�'
AND/OR ORGANIC MATERIALS WITH A SAND EQUIVALENT VALUE
-0.5% _
Filter Fabric
D o %
NOT LESS THAN 20 AND SHALL CONFORMED TO THE FOLLOWING
»
54 RCP
„ • • •
54 RC P
2
• • • • • `. 3.0' Dee Rock
• p
R
Backing
GRADING:
SIEVE SIZE: PASSING:
Barrel C
Barrel B 2
Protection to
2008.42
1.0 .>Elev
(TyP)-
2.5 ' 99.10 FS
:- ".CutrGC
Off-.-VV
:..:... .
3so 100
100No. 4 35
(Typ) �"� 2.0 X 3.5
-
N 30 20-100
"B"
3.0'
= • �o�' Cut-off Wall
^°� 18' Concreted
• .
` Sloe Rock
• p
BEDDING SHALL BE FREE OF STONES OR LUMPS EXCEEDING
3 INCHES IN GREATEST DIMENSION.
BEDDING "B" SHALL BE PLACED IN UNIFORM LAYERS AND
Protection (Facing)
18.3 7.8'
SHALL BE BROUGHT UP UNIFORM ON ALL SIDES OF CULVERT
PIPE. THE THICKNESS OF EACH LAYER SHALL NOT EXCEED
12" Thick Cut-Off Wall
0.67 FEET BEFORE COMPACTION. BEDDING "B" SHALL BE
Below Wingwalls At Both Ends.
COMPLETED TO A RELATIVE COMPACTION OF NOT LESS THAN
Extend Reinforcement From
95 PERCENT.
Wingwalls and Front Cut-Off
Wall (#5 @ 12"O.C.)
A
Bedding
"B"
. Sta 4+48.25
E Cross Section:
('B"�
Detail. Culvert Inlet @ CL Barrel
-
3
Scale 1"=4'
Scale 1"=4'
3
3
Scale 1"=4'
Underground Service Alert
PLANS PREPARED BY
Prepared Under The Supervision Of:
CITY O FONTANA, C
FESSI
Q�0 ONq�
STORM DRAIN IMPROVEMENTS
FpR E
o yo
Q o Call: TOLL FREE
v
Associated Engineers
3311 East Shelby Avenue
o
�� �y
c
BRUCE I LYON �
N°. 31920
��
Notice To Contractor:
CAUTION: The Engineer Preparing These Plans
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS
Drawn
By:
VAD LYTLE CREEK PLAZA
scale:
Date:
111�� 1-800
Will Not Be Responsible For Or Liable For,
OF THE DATE OF APPROVAL SHOWN HEREON AND
Ontario, California, 91764
12-31-04
/
Design
By: PM 148 0 PHASE 2
Unauthorized Changes Or
Uses Of These Plans.
CARRIED FORTH IN A DILIGENT MANNER THE CITY
TEL. (909) 980-1982
Exp,
B09
227-2600
All Changes To The Plans
Must Be In Writing
ENGINEER MAY REQUIRE REVISIONS TO THE PLANS
FAX: (909) 941-0891
��ql cm ���p
F
Date: / �Z
And Must Be Approved By
The Preparer Of
TO BRING THEM INTO CONFORMANCE WITH
OF0
Checked
By: RP vED B .
Drawing No.:
C-3
TWO WORKING DAYS BEFORE YOU DIG
These Plans.
CONDITIONS AND STANDARDS IN EFFECT
A.E. JOB No.
00-096
Bruce W. Lyon RCE 31920
is DATE��L-
BWL TY ENGINEER R.C.E. 51152
0
C-7
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
THIS PLAN IS COPYRIGHTED BY ASSOCIATED ENGINEERS, INC. 2001 JOB NO. 00-096
FILE: C-3.DWG DATE: JAN -15-02