HomeMy WebLinkAbout1774-10ar—
�s J o i r, rrP
CONSTRUCTION
JOINT, TYP
" U
#7 l 0 6"
4'-0"
SCALE: 1/2" = l'—O"
i
SAND BACKFILL, COMPACT TO
90% RELATIVE COMPACTION
(TyP.)
NQTES:
f'c = 3500 psi
fy = 60 ksi, A615, GRADE 60
est torAr+r nvCD PIPE
EXIST. 20" 0 CML&CS
WATER LINE, SUPPORT
DURING CONSTRUCTION
CONSTRUCTION OF ANCHOR FOR
TRENCH %/ SLOPING SIDE 'AAL..S
8" TRENCH __WIDTH 8
---•.; 12 r.»---- �.ve iIONAL CONSTRUCTION
JOINT.
BARS(TYP.)
T�
Notes:
I. Pipe anchors shall be constructed at 7' vertical interval on all slopes
of 5:1 or steeper.
2. All reinforcing steel shall be #4 bars.
3. Concrete shall be class 500-'C-2500 concrete.
'
ORANGE COUNTY ENVIRONMENTAL MANAGE ENT AGENCY STD. PLAN
APPROVED
C. R. • , Gir•iAvr of A11Ire WaAe
Adopted, Ms. 412.1111 1533
CONCRETE PIPE SLOPE ANCHOR $MT.I Of
PLANS PREPARED FOR _ REVISIONS ENGINEER
---
FIESTA
—
FIESTA DEVELOPMENT, INC.
7072 GARFIELD AVENUE
HUNTINGTON BEACH, CA. 92648
(7.14) 842--5527
W:\FlESTA\DWGS\SEWER\JRPA—OTS CADD SCALE: 2'
0.o a M B f -1
0. W B
a Na ~ ~ �—
N N I— t -N rN ._.... _r
T_
m
At — — — I — — — — ` �, ___ - — — i-- +A
RCP ORI RCBOR
ARCH•
RC ARCH*
I m
o
5
X
342-Q
11MUSE
RCB TO PIPE
4• •LtIL
W
<a
4
W
`_r
a.W
V)W
r14
t - X
r(
�»�
PLAN. . ARCH MAY HAVE A HORSESHOE -
a:
X
SHAPED. CIRCULAR. ELLIPTICAL
0
o cr
W
OR SIMILAR CROSS SECTION.
W
a
. G
i
Uj
NW
►�"
1t
I
Cr =
oU
wa
a
aM
� r
SECTION A—A WI
STEEL PATTERN SHOWN IS
PICTORIAL ONLY. SEE NOTES
2 AND 7
It
RCP OR
ARCH
SECTION B B
OPTIONAL CONSTRUCTION
JOINT:
RCB OR ARCH TO RCP USE
CONST. JOINT OF RCB OR ARCH.
RCB TO ARCH. USE CONST.
JOINT OF RC6
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THB APWA•AQC
JOINT COOPI � COMMITTIN
TRANSITION STRUCTURE
342-Q
SECTION B B
OPTIONAL CONSTRUCTION
JOINT:
RCB OR ARCH TO RCP USE
CONST. JOINT OF RCB OR ARCH.
RCB TO ARCH. USE CONST.
JOINT OF RC6
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THB APWA•AQC
JOINT COOPI � COMMITTIN
TRANSITION STRUCTURE
342-Q
11MUSE
RCB TO PIPE
4• •LtIL
WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
66 10.6. 34
$MEET 1.OF 2
/4"%ais note 6)
\� I„See Stiffener
3/4'Hole,
'IH.D.; \ Detail hordon
squally Spaced.
Center of hole to
be I” from O.D.
of plate. -Wo',
01/2
•
DI (Ty 0)
Do RISER
DIAMETEA
C.a.P
GAUGE
r..
3 7x* •
2
44 51 14
14
4• •LtIL
4
66 10.6. 34
10
Do RISER
DIAMETEA
C.a.P
GAUGE
le" to 27'
Is
30' to SB"
14
42' to 4e"
12
St" to Goo
10
BOTTOM VIEW
TOP PLATERing Q Q
01A \\
See d•tai" for j+Ab T p)"n"ploc•s W
Looking Device y
Eloy' • Srpdine a1 Tip, --J/Y" std. pipe of n+itd 0"I bar 4,
un •ss d rwuo
All shown on pion,•. 1/4" x 2" Wide �'� �-I'h�ll'/�"» 9+
-�-�--- -� �� C.S.P. O.D. 8 Ansi•
%
4r
........ .. �1 _ ._._r
'` -'�: St•M per•
I �ih '
Pieces R TAI - PLATE STIFFENER
3/4" Hole I�
match top plate /
-- -• -•i `iNi•n 1inc"n•
BOTTOM VIEW
CAGE RETAINER RING
1` j . „•,� ;�M, MCMC. oNlu
Jb—
to dr•h ..".. �. '"'Cif
'_ �,�"• ' ?• 4• ALTERNATE JUNCTION
— ---- -- 1 610.1
»I `._...Dry pack
Cone. Nabo', _ _ I ._ .. i 17/g�
..gr.�r"., VAT I, Q„N . 2 I/ .,x 2 I/ ��x �" Teflon tape ,
7 2 8
Stool bor (typ.)•r••"•—
NOTES ,SCg[f god
I. miser pips shall extend to" glow. A
2. gl•vation A, Di, Dj , L„ L, or• •hewn on piano. 5 « S •�
S. Corrugated Mo•l pip• shall conform to AASHO M-ae. /a x /e spacer_.
4. Grate oosttnbly sh•II b• 4elr.pixel ?flat fobricotigqn. " "
n. /or 0154 and 1•r�er, w*W I x 1 K /e otpl0e to 0410 with I w** N 6 e.•. �/2��Allen bolt
s, n» mobar of ben on pate •ssont
7. or pip. for di«t•M► D, shah o• sett" as kr rim.
t etw stuff sh•II M etas Wined stW qo ve *4W •ft•r -Win$ HOL D -DOWN
ORANGE COUNTY ENVIRONMENTAL M G,E T AGE CY • STD PLAN
Approved
40. Not os, &ffietef of Pub/lo Wont•
1505
Adopted, Res. 77.92. Revised
INLET TYPE M
CITY BENCHMARK
BM #613
SIERRA AVE. AT MAIN DRIVE JURUPA
PARK TOP F.H. 1102.18
ELEVATION:
1102.18
1 0111`11
A30S l�'
awa►rw,�
1501 QUAIL STREET P.O. BOX 3030
NEWPORT BEACH, CALIFORNIA 92660-9020
(714) 476-3500
• 3994. 9 30 �I
SHAHAB NAZARIE, R.C.E. DATE
N04 EAG&FEED S' 4 So -
2. REINFORCING STEEL BAR SIZES. SPACING. PATTERN AND COVER OVER
THE STEEL SHALL BE AS FOLLOWS=
RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION.
ARCH TO RCP - THAT OF ARCH SECTION.
ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER
WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY THROUGHOUT
THE TRANSITION.
3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS -
RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB
SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 4• IS
GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL
VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION
TO THAT OF THE RCP WALL PLUS 4•.
RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB
OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL
VARY UNIFORMLY BETWEEN THE TWO ENDS,
4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY
BETWEEN THE TWO ADJOINING SECTIONS.
5. AT RCP JUNCTURE. EMBEDMENT P SHALL BE 5' FOR PIPE SIZES OF
96" OR LESS. AND 8' FOR PIPE SIZES OVER 96--
6. f" = 4000 PSI AT 26 DAYS AND THE CONCRETE SHALL BE THE SAME
MIX AS THE ADJACENT RC8.
7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60
BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE
I I/2' CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN.
6. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE
OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE
TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE
SECTION B-8.
9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH
STRUCTURES SHOWN ON THE PROJECT DRAWINGS.
AMERICAN PUBLIC WORKS ASSOCIATION — SOUTHERN CALIFORNIA CHAPTER
STPJNM 1D rt"
342•O
OHM 2OF2
TRANSITION STRUCTURE
RCB TO PIPE
�f ESS/
cj
�l-!�. C I y 1 L �`r
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: TRACT NO 13332 -SOUTH PARK Sc`LE:
R.W.E. 1/20
OFF—SITE STORM DRAIN PLAN 1��
DESIGNED BY: DATE:
H . P. DETAILS q — 30-1-7
CHECKED BY: DWG. NO. SNT. NO.
S. N. E NEER R.C.E. 25 12 6 17 of I