HomeMy WebLinkAbout3285-13D + E
SYMMETRICAL .
ABOUT I
19 rnm
(3/4") DIA
� t
TOP
END TYPE
1.2OR 3
A IN
MM
SIDE SECTION A--- A
38 mm
38 mm S/2
MIN DIA)D=
115' MIN BEND 25 mm
TYPE. 1 TYPE 2 (11") MIN E D
S
51 mm
(2„)
TYPE 3 Lv_�
END DETAILS -SIDE VIEW INSTALLATION DETAIL
I
UNLESS OTHERWISE NCTO:
D - 175 mm 7”)
E a '150 mm 6") OR T - 25 mm (1"), WHICHEVER 1S LESS
MINIMUM E IS 75 rnm (3")
S - 300 mrn (12") MAX, EVENLY SPACED
W = 400 mm (16") MIN
FOR MANHOLES AND LNDERGROUND VAULTS::
S - 400 mm (16") MAX, EVENLY SPACED
W - 350 mm (14") MIN
AMERICAN PUXIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STAN WD PLAN
PUSLPICRSTAN(rrr,E STEEL STEP
METRIC
,n» 635-2
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WOR?CS CONSTRUCTION SHEET 1 OF 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANOMW PLAN
METRIC
635-2
STEEL STEP
1 J 3.14 4.911 7;07 162 112.51 15,4D 19.6.1 26.27'
SHEET 2 OF 2
2 Canasta s1w11 be 564 -C-3250
3- Rei rforci.-tg shcl conform to ASTM designation A615 acrd may be
grace 40 kir 60. Reinforcing shat be plecod with 2" clear concrate
cover olem noted otherwise dices sholl riot be mined excsp,
as irdocated on the plam
4, For pipe grades not exceeding 20%, Wer bm maybe ornitted.
5. If iniat bot is om,ttod, chnstrct pipe color cs shown.
6. Unless noted otherwise, at reinforcing bar bend-- Shall be fabrrootod
with elmdord hooks.
2. five Ica; high chain link fencing, embed past 18' deep in .ails Ind
etuoase with class B vrwtar.
6, In Scndy and Siltf sed,
'.
o,t R�Pmp a:.d aggroqotk base cutclE Tal required at thea end of
rock upran.
b; filter Clain (i'tlyt tter Y. or equivalent) shtd: be lutraled on
netiye soil base. minimum of i It. overate at &is
G. Rip rap and subbose clossificltior, Shoe be a5 shown,
on Plans.
end sit; and fourdution siab.
1 AN reinfortng shag be place wAh V rororste
cuver, witless noted otherwise.
1
IF THERE ARE EVEN NUMBER OF BARS IN
THE GRATE, INSTALL THE HOLD—DOWNS IN
THE CENTER SPACE
30 1V 36 1 42 1 48 54 ` 60 71;
Areca l
1 J 3.14 4.911 7;07 162 112.51 15,4D 19.6.1 26.27'
4 ds
Yi 36 5$ 85 115 151 141 236 335
w
5'-6' C_q, 6'-0' 9'-3" tY 5 Il -V 14 {-,r r-fi'
N
#'7, S'-3" 7-7 7-7 F -v S" 0' T--4` 1}'-�# 17 -3.
� _ _
SAN DIEGO REGIONAL STANDARD DRAWING
-8 12'-# le t5` t7`-# t9'4
c
3--3 '-11 i`-7'
t
4'-1' 5'416-1` 7.-t. 8'-0' V-11 jr-0 114 1f-9
c
ORIGINAL ;Kerchevol't2 T
6
'-11 IA' ,'-44,' P-7` 1'4 Z4 2-r T -S' 7-4-
e
0.. 0. 8-8" 0'4 0'-18 0'-10 1'-3. 1'-0' f -,i'
V
TEFLON TAPE
2-6' 3-8' 31-41' 3'-11 - '41-71115`-4 C-2'
GRATE HOLD - DOWN 0
NOTES:
7•, 4 1 tQ ter
Tr
7" 4 1 :0 112
3/4" THICK STEEL BAR,
DRILL 1/2 HOLE & COUNTERSINK WITH
end sit; and fourdution siab.
1 AN reinfortng shag be place wAh V rororste
cuver, witless noted otherwise.
1
IF THERE ARE EVEN NUMBER OF BARS IN
THE GRATE, INSTALL THE HOLD—DOWNS IN
THE CENTER SPACE
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
4-Hrt morp COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
W—XA A&WAAAAAAAAAAAAAMM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
�OfESS/ STORM ` 17,.,7R0VMur,2MT PLANS
C,j��W.WI((���� DRAWN BY: SCALE:
�•
3 No. 43179 � R.C.E. 43179 EXP 3-31-04 TMC STO R M D RAIN PLAN
As SHOWN
* Exp. 03-31-04 * DESIGNED BY:���� DATE:
'i■ 131
CIV1\. �� SS 5-31-02
FOF Cps\F� Date :3�1 03 CHECKED D BY: � DRAWING NO.: 13
3285 14
WWWC19 Y ENGINEER R C.E. 51152 / DATE:
Revis! By A:;proved iDote '
SA D:EG+D FEGICNAL STAI�IDARD
DRAVAN
IF THERE ARE ODD NUMBER OF
BARS IN THE GRATE, INSTALL THE
fl3vsinp; d� Approved
Do.-
� _ _
SAN DIEGO REGIONAL STANDARD DRAWING
HOLD—DOWNS ON OPPOSITE SIDES
C G1w
OF THE CENTER BARS
ORIGINAL ;Kerchevol't2 T
FRAME
GRATE
;
V
TEFLON TAPE
Y n
GRATE HOLD - DOWN 0
NOTES:
0
USE
3/4" THICK STEEL BAR,
DRILL 1/2 HOLE & COUNTERSINK WITH
3/4"
DRILL 3/8" DEEP, WELD TO GRATE. PAINT TO PREVENT RUST
Q
1/2"
DIA. ALLEN BOLT
1/2-
CONCRETE ANCHOR OR
1/2" THREADED RECEIVER WELDED TO
FRAME
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
4-Hrt morp COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
W—XA A&WAAAAAAAAAAAAAMM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
�OfESS/ STORM ` 17,.,7R0VMur,2MT PLANS
C,j��W.WI((���� DRAWN BY: SCALE:
�•
3 No. 43179 � R.C.E. 43179 EXP 3-31-04 TMC STO R M D RAIN PLAN
As SHOWN
* Exp. 03-31-04 * DESIGNED BY:���� DATE:
'i■ 131
CIV1\. �� SS 5-31-02
FOF Cps\F� Date :3�1 03 CHECKED D BY: � DRAWING NO.: 13
3285 14
WWWC19 Y ENGINEER R C.E. 51152 / DATE:
Revis! By A:;proved iDote '
SA D:EG+D FEGICNAL STAI�IDARD
DRAVAN
AEGtJ1irAEYp� BY TtEE SAH D€GO
9t +a4srn nr s co►aw77EE
fl3vsinp; d� Approved
Do.-
� _ _
SAN DIEGO REGIONAL STANDARD DRAWING
"cxsrut riot cs By r�1e sxir oEaa
r
x1: a RMOARZS csOMWTME
C G1w
Z
ORIGINAL ;Kerchevol't2 T
;
Y n
7
�+{� �u`P�t
L, N'TE NEr�r�` DIJ�JIQ7�'T�R
,ON
C.,RETE ENERGY
DIr
refS)SIPATOR ersan it. C.L 19246 0�
;
PENFORCEMENI'ES
,�"r�Ila
T3D
Choivwwm FLL 19248 Date
G-� 1
tJe? '�
18 CiAMETER P1FtE
IdU1+,
tY'UtsIBER
s
EXII 12-31 C `
�
MST GhJ1`` o<`P
0
e
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
4-Hrt morp COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
W—XA A&WAAAAAAAAAAAAAMM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
�OfESS/ STORM ` 17,.,7R0VMur,2MT PLANS
C,j��W.WI((���� DRAWN BY: SCALE:
�•
3 No. 43179 � R.C.E. 43179 EXP 3-31-04 TMC STO R M D RAIN PLAN
As SHOWN
* Exp. 03-31-04 * DESIGNED BY:���� DATE:
'i■ 131
CIV1\. �� SS 5-31-02
FOF Cps\F� Date :3�1 03 CHECKED D BY: � DRAWING NO.: 13
3285 14
WWWC19 Y ENGINEER R C.E. 51152 / DATE: