HomeMy WebLinkAbout3756-6ISM 0 300 mmA#40424
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IF I
I k'AN_H0_LE__F_RA_ME 100 mm
AN (49MIK
-300 mm 75 mm
CATCH BASIN (12')MAX. 13')R
MAN OLE FRAME
AND COVER aide am.
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CO
OPTIONAL SUBGRADE OR MONOCTORLITHIPIPE C
CATCH GASIN
POB CONNECTION
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STEPS I 00
At— E SECTION A—A
0 I -100 mm 200 mm(8'1-,-
x (4')R
900
P
DOWEL (Typ L L:IA
PLAN DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
MAX MAX t IF REQUIRED IN
W V mCN-fREAR
END
WALL WALL LSLAB �WALL
1,0 m(3,59 2,4 m(61 1*0 mm(6') 150 ffoKol) 14 0 12 0. C.
LID 3.5 M029 rCA
200 m89 ZOO mm(81)
2:.! mt V I 1'S "WI IPV mffn6-1 tw nma P I
2.0 m(79 3.5 m(121) 200 mrMS'k 200 mm(69
R
4.0 m(14') 1.2 m(41) 150 mm(6') 150 nv*69
. E
2.4 m(SI) 150 mm(6') 200 mmt8l I
4.0 m414') 3,5 m(12') 200 mm(S*) �5-0..(10.)
F
x R
7,;,
1.2 N49 150 mm(6) 150 "61 'V/
R
1.8 m(61) 150 mm(6) 200 mm(61)
C
U
2.4 m(G') 200 mm(W) 200 m.(69 hA
o m4tO R
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250 -ZO.) T'
FOR W > 9 m(28% V 1, 3.5 rrAI2') OR 8 a L2 m(4') SEE PROJECT PLANS
AMERICAN PUBLIC OR ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PIRWULGATEP BY THEMETRIC
PUBLIC, WORKS STANMARDS INC. CURWOPENING CATCH BASIN
GREENDOCKCCUMTTEE
300
1064 -
2
REV, IM
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OL2_j
w
D
z —A—
I CURB OPENING----\
oawm CATCH BASIN (S)
"' F:
CURB
M51) POINT B ZNT D
t!
CURB PO 450 41
POINT C yC GUTTER
POINTE
wcr
POINT r AA B POINT 0
wr rLv" ZLA—N
—DIRECTION OF FLOW
rr
��TN
_ K —W D L N
\—P 0 - I - NT A �POINT 8�INT C FLOW I
FLOW LINE PROFLLE
NE
CASE A
L WD
c41CURB OPENING
CATCH BASIN (S) r~ — — — — —
.0, 60 II c
URB
POINT 0 &
\-:POINT 8 POINT c�tFGUTT A
C=RB POINT A-7
T_
POaP
INT E
F
DIRECTION OFA
N6
F c POINT 0 UA
FLW —DIRECTION OF FLOW
fx 0:
0__W
D — — —
-POINT A POINT B POINT C
fLOW LINE PROFILE FLOW LINE
CAS E B
25 150 mm (6.) 25 mm W) 150 mm (6*) 25 mm (I')
In — ------M,G,OR VAR.45O mm --
VAR.
5 VAR,
RIDGE
CURB 0 VALLEY,-, 7_ VALLEY -
FACE + H I ii
U1 .11 �*
P . . '01,
4*
L
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION -- IJTHE ALIFORNIA CHAPTER
PROWILGATTED BY THE LOCAL DEPRESSIONS STANDARD PLAN
PUBLIC WORKS STANDARDS WC.'METRIC
GREEN800KC%WITTEE
104 AT CA"TCH BASINS 313-1
REV, IM
IJS TH STAtdDAikD SPSCIFICATION$ FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 4
NOTE:
I ALL EXPOSED EDGES SHALL BE ROUNDED TO A 16 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 ATPOINTS 8 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 H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS, AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHIALL'SE SET H2 HIGHER THAN THE GLITTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THEE IS NOGUTIV-R ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF fOINT-
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB,
5, DIMENSIONS:
H - NOTED ON THE PROJECT PLANS,
HI - NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
Hq - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.6 m (S Feet)
L = 1.8 m (6' Feet)
M - 1,2 m (4 * Feet)
N - 1,6 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 min (8 INCHES).
G.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 REIN ' FORCING BAR SIZES IN ENGLISH UNITS MAYBE SU8ST,ITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL 13E ENGLISH
VALUES,
2 U91PA
b I
I NOTE: LOCAL DEPRESSION DETAILS ARE FOR REFERENCE ONLY, CONST. PER STREET PLANS. I
FmallIZIN W—A
C
REWSION DESCRIP77ON
SPUR
REINFORCING STEEL
60 mm 34 _(
W) MIN,
SPRING
LINE—
dIR D
ELEV. S
lm��
011130mam
wMall WE .
-0 BARS
15M 0 15 0 mm
(04 0 W) OC
-IOM 0 450 mm
OMWI, fill,'"
�1 I CONNECTOR
80 mm SEE NOTE 3
(311 MIN,
STA. POINT
BARS
SARS
SECTION M—M
R9
i
TABLE
S NCIARD LANI.
I1 kill
I
FOR
DIMENSIONS
REV, 19M
RGA+. 1469 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST_n`UCffi_0AN SHEET I OF 2
NJ
AND
BAR SIZES
BENCH MARK. 18-17 BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE
OF THE BRG, NO89*5,9'J1'E
THESOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
J4,3' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOW ON 7R. NO.
Q.
OF SAN SEVAINE RD., 2.65 Ml WEST
F
OF SIERRA AVE.
ELEVARON. 1428.609
OR
DATE ENGR. OTY DA 7E
SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS
Prepared Under The Supervision Of
CITY
OF FONTANA., CALIFORNIA
NO T C OMMENCE W1 THIN T WO YEA RS OF THE DA TE OF
CESS/
V
t,
T
STORM
DRAIN IMPROVEMENT PLANS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
0) "\
.T No. 62183 -�o M
w '
760-A S. ROCHESTER A VENUE
DRA BY-
WN
DJ
DETAILS
SCALE.
AS SHOWN
mm) ONCHE
ry
Exp: 9-30-05ONTARIO,
CA 91761
PHONE (909) 937-9151
IIIA
ELEV. ELEV,
S A. STA.
rrr
... .
TRA,C T 16872
DESIGNED BY-
DATE:
CFD
JULY 2004
REVISIONS TO THE PLANS TO BRING THEM INTO
lv1\'
crC
Date, :57(f,,,25'
CHECKED B Y.
A R
DRAWNG NO.
6
_zi
Ak
CAO
EXP. 9-30-05
—CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
RCk
62?3
SCL
3756
ClrYENGINE
R. C. E. 51152 DATE
I I
I
tii
rt
1211"Ef"3411111111110140011141M
STANDARD PLAN
METRIC
340-1
E --3-15M 04) CIRCULAR TIES,
SEE NOTE 9
a
330-C-23 (560-0-32501 CONCRET5
�5 mm 01 (TYP3
DETAIL "A" (sm- NO tO
S NO- UBE, 0 E: UAL INT IOR FORM
CUT NO. It SAW THE TUBE AT AN ANGLE: OF A/2 WITH THE TRANS-
VERSE PLANE 'TIONS
HER F�AREVERSC ONE SECTION AND TAPE BOTH SEC
MINOTHE DEFILE
CUT NO. 2t SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
W16C ONI T14E SIOe OPPOSITE THE OPEN JOINT.
BENO w ENDS or THE CUT TOGETHER AND INSERT THE
'fuse IN THE PIPE.
INTVIOR SURFACE
HPIE
DEIAIL
RE-1,14FORCED CONCRETE IPE,
AMERICAN PUBLIC WORKS A$SOCIATION - SOLITNERN CALIFORNIA CHAPTER
S NCIARD LANI.
380-2
REV, 19M
RGA+. 1469 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST_n`UCffi_0AN SHEET I OF 2
SHEET I OF 2
I III II
PIPE TO PIPE 340-1
RGA+. 1469 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST_n`UCffi_0AN SHEET I OF 2
PIPE TO PIPE 340-1
RGA+. 1469 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONST_n`UCffi_0AN SHEET I OF 2
BENCH MARK. 18-17 BASIS OF BEARINGS:
BRASS CAP IN THE CONCRETE BASE
OF THE BRG, NO89*5,9'J1'E
THESOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE
J4,3' NORTH OF HIGHLAND, 0.2 M/ WEST AS SHOW ON 7R. NO.
Q.
OF SAN SEVAINE RD., 2.65 Ml WEST
16427-1, M.B. 29617-11.
OF SIERRA AVE.
ELEVARON. 1428.609
DATE ENGR. OTY DA 7E
SHOULD CONSTRUCTION OF THE REOUIRED IMPROVEMENTS
Prepared Under The Supervision Of
CITY
OF FONTANA., CALIFORNIA
NO T C OMMENCE W1 THIN T WO YEA RS OF THE DA TE OF
CESS/
V
t,
N OFFICE OF
MAPREPARED IDOLE AND ASTHE SOCIATES, INC.
STORM
DRAIN IMPROVEMENT PLANS
APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
0) "\
.T No. 62183 -�o M
w '
760-A S. ROCHESTER A VENUE
DRA BY-
WN
DJ
DETAILS
SCALE.
AS SHOWN
DILIGENT MANNER, THE CITY ENGINEER MAY REOUIRE
ry
Exp: 9-30-05ONTARIO,
CA 91761
PHONE (909) 937-9151
............... .
... .
TRA,C T 16872
DESIGNED BY-
DATE:
CFD
JULY 2004
REVISIONS TO THE PLANS TO BRING THEM INTO
lv1\'
crC
Date, :57(f,,,25'
CHECKED B Y.
A R
DRAWNG NO.
6
_zi
Ak
CAO
EXP. 9-30-05
—CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
RCk
62?3
SCL
3756
ClrYENGINE
R. C. E. 51152 DATE
I I
I
JA126-2004\storm\sd06.dwa. 5/10/2005 12:39:59 PM. MCA
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