HomeMy WebLinkAbout3384-7SYMMETRICAL ABOUT f
E
i•� 13 mm (1/2.) N.C. R 23 mm (I') LONG CAP
' SCREW WITH WASHER AND GASKET
• (SEE NOTESL3 DETAILAND 6) HEREON)
-T
V SEE EYEBOLT
Of
HEREON;M
T12
54 mm (2 I/8') WIDE (MIN.)
GASKET (SEE NOTE 6)
p . 1022 mm Ill 1/4.1
SECTION
MANHOLE FRAME AND COVER
MANHOLE WALL (CONCRETE
MORTAR. OR OTHER MATERIAL
(SEE NOTE 81
3 mm
(1/8.1
13 mm (I/2.) N.C. x
25 mm (1') LONG CAP
SCREW ITYP.)
13 mm (1/21)
N.C. NUT ITYP.)
,.C:
F -
o . ;d
13 mm ll ANCHOR,
8' LONG (TYP.)
DRILL AND TAP �o -
FOR 13 mm 11/2'1 1
N.C. THREAD.
IACHI'WISH E / E . /
WISHED ¢ E
URFACE on
/
�Q I
I
DRILL 16 mm
(3/6')HOLES
(TYP.)
w Iw1 100
8 mm
RB3 PTEL
PE ULAE
(SEE NOTE AND 6)
m ,n
32 ml S DRILL AND TAP
1 1/4'111 168 mm (6 5/8') "') FOR
THREADS (TYP.) PRESSURE PLAT E
A
DETAIL OF FRAME
16 mm(5/8') HOLES
TYP.) m
( (SEE NOTE 41-w % m
DRILL AND TAP FOR
13 mm (1/21) N.C.
THREADS ITYP.)
(SEE NOTE 4)
DETAIL OF BOLT HOLE
SPACING IN FRAME
z
t T/8.
/ r10 mm (3/8.1 STEEL
L PRESSURE PLAT!
(SEE NOTES 3 AND
51 mm l2.) DIA.T 13 mm 11/211 DIA.
GASKET WASHER
(SEE NOTE 61 N mm (V2') N.C.
NUT (TYP.)
6 mm (1/41) MINIIIUM�
EYEBOLT DETAIL
(2 REQUIRED)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
MANHOLE FRAME AND COVER
sTM�°KP'A1'
PUBGREENBKSSTANDARDS MITTEENc.,
GREENBOOK COMMITTEE
PRESSURE TYPE
211-1
roar
H
(-
300_2
REV. 1m
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES:
I. EXCEPT AS OTHERWISE INDICATED. THE MANHOLE FRAME AND COVER
SHALL CONFORM TO STANDARD PLAN 632, 762 mm (300) MANHOLE
FRAME AND COVER.
2. THE PRESSURE PLATE SHALL BE STEEL CONFORMING TO ASTM A36M
(A 36), AND SHALL BE GALVANIZED AFTER FABRICATION. BUT BEFORE
INSTALLATION OF SCREWS AND BOLTS.
3. CAP SCREWS AND EYEBOLTS, INCLUDING WASHERS AND NUTS ATTACHED
THERETO, SHALL BE FABRICATED FROM ANY SERIES 300 STAINLESS
S TEEL.
4. ALL HOLES IN CAST IRON SHALL BE DRILLED AFTER CASTING. OR
PLUGGED PRIOR TO CASTING. THEY SHALL NOT BE PUNCHED.
5. ALL IRON CASTING SHALL RECEIVE AN ASPHALTIC COATING AFTER
FABRICATION.
6. GASKET MATERIAL SHALL BE 2 mm (1/169 THICK NEOPRENE RUBBER.
PRESSURE PLATE GASKET SHALL BE 794 mm (2'-7 1/4') O.D.
7, ALL NUTS AND BOLTS SHALL BE TIGHTENED TO A MINIMUM TORQUE OF
34 Nm (25 FOOT-POUNDS).
g, FRAME SHALL BE SET ON 13 mm (1/20) THICK MINIMUM WET MORTAR
BASE, CLASS "B' MORTAR.
9. MANHOLE FRAME AND COVER AND PRESSURE PLATE ASSEMBLY SHALL
BE TESTED FOR ACCURATE FIT PRIOR TO DELIVERY TO JOBSITE AND
MARKED IN SETS.
10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
211 - 1
SHEET Z OF 2
MANHOLE FRAME AND COVER PRESSURE TYPE
OWNER / DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
Cmr e.11L NO. X1
NAIL IN POLE #1536697E
S.W. CORNER SULTANA do BASELINE
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(II) DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE.
COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND I:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 970 mm(3'-21)
V s THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.51).
VU 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12').
V I = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H ■ NOTED ON THE PROJECT PLANS.
W - NOTED ON THE PROJECT PLANS.
A = THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3`) PIPE EMBEDMENT, ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 73 mml3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. THEYSSHALLLBEELOCATED ATSTHEO CENTERLINE OF THECONNECTOR
DOWNSTREAM END WALL. STEPS TH THE SHALL'
BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(71) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21). ALL OTHER STEPS SHALL PROJECT 130 mm(5').
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC VVUKKU A1,UCIA 1 IVn - SVUI I t9CK19 %oj%wrvmnl %.rv%r 1 un STANDARD PLAN
CURB OPENING CATCH BASIN 300 - 2
SHEET 2 OF 2
EACH WAY mm(04012.)
5 mm(I/4')R
100 mm
Ill
FLOW LINE
DOWEL
P
CURB LINE
STEPS J I
I
100 mm
(4')MIN.
300 mm 75 mm
112')MAX`1 l31111 -
FACE PLATE
ASSEMBLY
OPTIONAL SUBGRADE CONNECTOR PIPE
CATCH BASIN'C
w CONNECTION
SECTION A -A
200 mm(6'1
IOM •4)
900-
DOWEL
0' DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
L-
W ,..,
W
sE x CURB
STANDARD PLAN -
PROMULGATED MRKSSTA D THE
PUBLIC WORKS STANDARDS INC.
CURB'OPENING CATCH BASIN
METRIC
GREENBOOK COMMITTEE
H
(-
300_2
1984
REV. 1995
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
MARK I BY I DATE
ENGINEER
REVISIONS
9 N K w0 L N_
La A
64 CURB OPENING _ --
CATC BASIN (S)r _ _ _ I I
$$333!211 I LPOINT A- --B
CURBS 460"x"' S
(1.59 POINT B POINT C \, --POINT D
0 sr, ►CHT GRADE
gtM�C'�dGt RIDGE '
POINT E
L.
Ld POINT F A PLAN B POINT G
`
-DIRECTION OF FLOW
1 m } -DIRECTION OF ROW
i �N K WD L N -
POINT B POINT C POINT D
POINT A FLOW LINE PROFILE FLOW LINE
CASE A
=' N
L-
W ,..,
W
sE x CURB
OPENING-
PENING _
E
1611
QQW 1 CATCH
73�i5
BASIN (S)
CURB POINT A
c
H
� N
r
`
POINT E
oil
L N
L
I
CURB
a
OUTT�IE
U
s:3,
I ZU
L)
1
CURB
GUTTER)
FLOW LINE PROFILE flow LINE
CASE B
25 m (1') 150 mm (61 25 mm (1•> 150 mm (6') 25 mm (I')
M M M,G,OR VAR.
450 mm VAR.
(1.5') 50 mm VAR. VAR.
- l2•)
I I
FACE* H ' D EE • ° VALLEY-RIDG EE P ° . VALLEY
CURB f. a.• E F i
°••.a °°°.d1 1.
.
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
F
` -POINT 0
2
a
ORKS GREENBD COMMITTEE
DIRECTION OF ROW --.-POINT
PLAN �--DIRECTION OF FLOW
c
H
� N
r
L
WD--
oil
L N
L
I
TYP. 14
11
SLOPE
--
cor k. I
1
I
DETAIL'S'
�L
SUPPORT
-_---
_
F
3'# REMOYABLE
PORTION (TYP.)
PORTION
(TYP.)
POINT D
CASE A
CASE B
POINT A
POINT B POINT C
ELEVATION
FLOW LINE PROFILE flow LINE
CASE B
25 m (1') 150 mm (61 25 mm (1•> 150 mm (6') 25 mm (I')
M M M,G,OR VAR.
450 mm VAR.
(1.5') 50 mm VAR. VAR.
- l2•)
I I
FACE* H ' D EE • ° VALLEY-RIDG EE P ° . VALLEY
CURB f. a.• E F i
°••.a °°°.d1 1.
.
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
OMULGA EDBYTHE
LOCAL DEPRESSIONS
STANDA
a
ORKS GREENBD COMMITTEE
AT CATCH BASINS
RDICPLAN
313-1
COTTEE
GREENBOOKMAM
REV. tow
SHEET 1 OF 4
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D. RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hz HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET Hz HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
Ht - NOTED ON THE PROJECT PLANS.
Hz - NOTED ON THE PROJECT PLANS.
H,- NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD N
313-1
SHEET 4 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
'R• DATE
CITY
BAR 3 x 3/9
WELDED ON
BOTTOM OF
THE RACK AS
STIFFENER,
BAR 3 x 3/8 OAry 3 x 3/8, TYP. NECESSARY
THE
WELDED ON 1/4 TYP. IS 61 A01 OR
BOTTOM OF WHEN
EATER-
THE RACK A9
NECESSARY `eaZ1 I I LON0,•90LT• EXIST. OR
WHEN Lq 1;, / AND NUT. 5' WALL' HEAD
IS 6'-0 OR EMBEDMENT.
GREATER /� 2T . MAX.
(TYP.) C(SH.2) t
SYMMETRICAL o
ABOUT t - ri
Bt
mET
ATa 1A o UIT
t } J mZ
♦
(SH.2) LV SYMMETRICAL
ABOUT t
CONTOURS.
TYP.
-•{TYP. I
a 21.
F
0:1
DC
SH.2)
--_ �°• -L \ DETAIL'E'D
* 2'-6' MAX. ISH.2)
OVTLET � JD(SH.2) (TYP.) \ �
CONDUIT \
OL 1/2.0 x 7' LONG EXIST. OR
BOLT AND NUT. 5' PROP. SLOPE
EXIST. OR PROP. .. EMBEDMENT. TYP.
HEADWALL AND ' \ a BAR 3 x 3/8, TYP.
WINGWALL f rrpl \\ CASE B
t 1/2' 111 BOLT AND NUT. TYP. BAR 3 x 3/8. TYP. PLAN
CASE A
PLAN
SEE SECT. C -C. SH.2.
FOR DETAILS
M SEE SECT. 0-0.
SH.2. FOR
1 DETAILS
1/4
OUTLET
CONDUIT 7 -��i_
rCONC. SUPPORT
SECTION A -A
�,^-ow
SEE SECT. C -C. SH.2.
•}•-� FOR DETAILS
SEE SECT. 0-0.
SH. 2. FOR
r I>1/4
DETAILS
I
:-
OUTLET L CONC. SUPPORT
CONDUIT
SECTION B -B
DETAIL'FO I/4 TYP
(SH.2)
DETAIL'F' -
(SH.2)
EXIST. OR PROP. - -�
-" HEADWALL AND
j/
/�
�� � .WINGWALL
\\
EXIST. OR PROP. \
HEADWALL
I
COTTEE
GREENBOOKMAM
t99xSHEET
1 OF 3
STABILIZED
I
TYP. 14
11
SLOPE
cor k. I
I
DETAIL'S'
CONC.
SUPPORT
SUPPORT
(SH.2) - --
3.3 REMOVABLE I'
3'# REMOYABLE
PORTION (TYP.)
PORTION
(TYP.)
DETAIL'E',�
CASE A
CASE B
(SH.2)
ELEVATION
ELEVATION
EXIST. OR PROP.
HEADWALL OR
WINGWALL
AR3x3/8
1-1 1/2'
�- '-�---TYP.
SECTION C -C (SH. 1)
t STMNLESS STEEL
1/2'-Bx 7' HILTI 6'OC (TYP.)
KWIKOLT OR {O_
EQUIVALENT •--�, I , _ 3•
BAR 3 x 3/8.I �j����'1 3'8• t Cl SUP
TYP. ----� ' - -
BAR 3 x 3/8
E. 1/2' 0 BOLT AND
NUT AND CONC. SUPPORT
!, �I1/2' ROUNDED CUTOFF
1/4 POINT
TYP.
BAR 3x3/8
977r ;D
`-s3 ® 24' Q
2' MIN. •4. A.S., 3'
MIN. COVER
SECTION D -D (SH. 1)
t BOLT 9 NUT
BAR 3 x 3/8.
6'OC (TYP.) TYP.
3. 1/4 TYP.
TE 3'8• ' 1 HETAIL EF PROVIDE LOTTED
x,(TYP.)
•d TYP. -
BAR 3 x 3/8, oz
TYP. 3v
T- 4' 1' (TYP.) BAR 3 x 3/8
CONC. SUPPORT,REMOVABLE TYP.
CONC. SUPPORT, SEE SECTION D -D ORTION
SEE SECTION D -O
ELEVATION PLAN
DETAIL 'E' (SH. 1)
5/16 R
\---BAR 3 x 3/8
DETAIL 'F' (SH- 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
_)C WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
361-0
TRASH RACK (INCLINED) SHEET 20F3
SEAL -ENGINEER
QR jFESS/pN
�
A . 'q '�0
z m
�
No. 25917 m
* Exp. 12/31/05
sglF OF
NO TES
1. MAXIMUM
1SIZE W� E RCB.E MAXIMUMULENGTHTOFSED WIHTRACK LRHIS IISSO'_O-
PIPE 'F CAN
BE
2. APPROX MATELYS2 HOR HORIZONTAL LOPE 0
TO ISO THAT THE S VERTICAL. RACK IS
3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF
CAN BE (INTEGRATED WITH IONE EWHEN REQUIRED AT ATHE NEED FOR A TBUT
OES NOT PARTICULAR
INSTALLATION.
4. GALVANIZE ALL. EXPOSED FERROUS PARTS AFTER FABRICATION.
5. IF FIELD WELDS ARE NECESSARY. USE GALVICON. GALVALLOY OR
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE I/2' IN DIAMETER AND 7' IN LENGTH. ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
ARE
KWIK-BOLT OR EQUIVALENT CAN BE USED. AND HILT(
IICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER sTANOARo PLAN
361-0
TRASH RACK (INCLINED) SHEET3�3
CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWM BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY. R.C.E. NO. 25917 SE
EXP. 12/31/05
S Z. ¢ -p¢ CHECKED BY
DATE: JJL
RICHARD A. SCIANNI
STORM DRAIN IMPROVEMENT PLAN SCALE:
1" =40'
TRACT 16179 DATE:
ET L SET FEBRUARY; 2003
ROPE BY:�:m _Z ®y DWG. NO. SHEET
C ENGINEER: RICARDO DOVAL R.C.E. 51152 3384 7 OF 12'
JN597/02-12-03/597S03.DWG/S:40
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUBLIC WORKS STANDARDS Il
RACK INCLINED
( )
STANDARD
STANDARD PLAN
361 - 0
COTTEE
GREENBOOKMAM
t99xSHEET
1 OF 3
USE WITH STANDARD 3PECIFICAT10N6 FOR PUBLIC WORKS CONSTRUCTION
EXIST. OR PROP.
HEADWALL OR
WINGWALL
AR3x3/8
1-1 1/2'
�- '-�---TYP.
SECTION C -C (SH. 1)
t STMNLESS STEEL
1/2'-Bx 7' HILTI 6'OC (TYP.)
KWIKOLT OR {O_
EQUIVALENT •--�, I , _ 3•
BAR 3 x 3/8.I �j����'1 3'8• t Cl SUP
TYP. ----� ' - -
BAR 3 x 3/8
E. 1/2' 0 BOLT AND
NUT AND CONC. SUPPORT
!, �I1/2' ROUNDED CUTOFF
1/4 POINT
TYP.
BAR 3x3/8
977r ;D
`-s3 ® 24' Q
2' MIN. •4. A.S., 3'
MIN. COVER
SECTION D -D (SH. 1)
t BOLT 9 NUT
BAR 3 x 3/8.
6'OC (TYP.) TYP.
3. 1/4 TYP.
TE 3'8• ' 1 HETAIL EF PROVIDE LOTTED
x,(TYP.)
•d TYP. -
BAR 3 x 3/8, oz
TYP. 3v
T- 4' 1' (TYP.) BAR 3 x 3/8
CONC. SUPPORT,REMOVABLE TYP.
CONC. SUPPORT, SEE SECTION D -D ORTION
SEE SECTION D -O
ELEVATION PLAN
DETAIL 'E' (SH. 1)
5/16 R
\---BAR 3 x 3/8
DETAIL 'F' (SH- 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
_)C WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
361-0
TRASH RACK (INCLINED) SHEET 20F3
SEAL -ENGINEER
QR jFESS/pN
�
A . 'q '�0
z m
�
No. 25917 m
* Exp. 12/31/05
sglF OF
NO TES
1. MAXIMUM
1SIZE W� E RCB.E MAXIMUMULENGTHTOFSED WIHTRACK LRHIS IISSO'_O-
PIPE 'F CAN
BE
2. APPROX MATELYS2 HOR HORIZONTAL LOPE 0
TO ISO THAT THE S VERTICAL. RACK IS
3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF
CAN BE (INTEGRATED WITH IONE EWHEN REQUIRED AT ATHE NEED FOR A TBUT
OES NOT PARTICULAR
INSTALLATION.
4. GALVANIZE ALL. EXPOSED FERROUS PARTS AFTER FABRICATION.
5. IF FIELD WELDS ARE NECESSARY. USE GALVICON. GALVALLOY OR
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE I/2' IN DIAMETER AND 7' IN LENGTH. ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
ARE
KWIK-BOLT OR EQUIVALENT CAN BE USED. AND HILT(
IICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER sTANOARo PLAN
361-0
TRASH RACK (INCLINED) SHEET3�3
CSL ENGINEERING INC. CITY OF FONTANA, CALIFORNIA
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503 DRAWM BY:
(909) 785-5122 * FAX (909) 785-5180 SE
DESIGNED BY:
PREPARED BY. R.C.E. NO. 25917 SE
EXP. 12/31/05
S Z. ¢ -p¢ CHECKED BY
DATE: JJL
RICHARD A. SCIANNI
STORM DRAIN IMPROVEMENT PLAN SCALE:
1" =40'
TRACT 16179 DATE:
ET L SET FEBRUARY; 2003
ROPE BY:�:m _Z ®y DWG. NO. SHEET
C ENGINEER: RICARDO DOVAL R.C.E. 51152 3384 7 OF 12'
JN597/02-12-03/597S03.DWG/S:40