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POINT E-
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i PLAN
DIRECTION Of FLOW
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1 -POINT B -=POINT C
POINT A FLOW LINE PROFILE
CASE A
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WW
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CUR! POINT A 001,
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POINT E
L
N
NT D
-t3 -POINT G
--DIRECTION OF FLOW
-i N
`POINT D
V LINE
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GUTTER J
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`POINT G
DIRECTION OF FLOW PLAN _DIRECTON OF FLOW c
p t �N L WD�L N� Z u
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fPOINT D
POINT A POINT a POINT C
FLOW LINE PROFILE `fLOW LINE
CASE B
25- (1-) 150 mm l69 25 mm (I'1 150 mm (6') 25 mm O')
M M �W13,OR VAR. --
450 mm VAR. I
(1.5') 50 i m J- VAR. �I H-
--VAR.
- (29
CURB RI
FACE t N - _ 0 E : • > VALLEY F. • ` ' VALLEY
I E=
.4. e. e
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
FVI M GATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
1`1JB1G WORKS STANDARD$ MC
GIIEENBOORWOA..RrrEE
AT CATCH BASINS
METRIC
313 1
DOWEL
DETAIL
-
REV 1Ne
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
0
NOTE
1 ALLP
EX OSED 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 HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C. RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUT)ER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET i% 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.
H3 = 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 (B 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 FLAN
LOCAL DEPRESSIONS AT CATCH BASINS
ETRI
3 M13 -C 1
NO.2
N
SHEET 4 OF 4
FUTURE R/W
CO FUnff
_BEECH AVENUE _(FUTURE) RE MEDIAN -EXI,NG CaY RIV -
o-
0
DRAIN OUTLET
SEE CITY DWG. EXISTING 30' SEWER
NO. 3448 EASEMENT
b
Rt
a
EXISTING 21 SEWER
PER CITY DWG NO,1569 FUTURE
VARIABLE WIDTH SO EASEMENT CURB & GUTTER
(
>, Lar a' o
^+ FUTURE R/W
NOTES'
WHERE THE BASIN IS TO BE CONSTRUCTEDWITHIN 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(I•) 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 SMALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS B 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. DI MENSI DNS:
B 970 mm(3'-2')
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET - 1.35 m(4.5').
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SMALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm112').
VI 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 15 ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS UNLESS OTHERWISE SPECI-
r IED. 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 75 mW31 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 IAO 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 PIP£,
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/29. ALL OTHER STEPS SMALL PROJECT 130 mm15•)
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
B. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN=
306 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.
e�m�ry a.�n ruou�.i.VrtnA/1�1AVbW11V1�-.IVVIRCRIY �./1LIrVRIVW I. F1Nr ICIt $7��RO PIAN I
CURB OPENING CATCH BASIN 300 - 2
SHEET 2 OF 2
GARFIELD DRIVE
SEE
EXISTING 8" SEWER
PER CITY DWG NO. 3381
17 12'
I T
di
SHEET
18'1 118
NO.2
N
12'
AS "•"
AS SEMBLy
DOWEL
DETAIL
PER CITY DWG N0. 3448
30'I 30
STRUCTURAL DATA
STREET. GUTTER.
WALL AND SLAB DIMENSIONS
I m
1 60'
I
I
I
OR LOCAL OEPRES-
W
^o
SION SURFACE-
_
I
C
MAX
1
I
100 i
ai OF SIGHT - -
In O
_
REAR
BOTTOM
END
0
wl zZSL20PE�
VFRONT
+
FLOW LINEFACE
3 O
WALL
GRA IC .71 Aff
(N RET)
t NOi ■ 4O FL
2
1 CONSTRUCTION NOTES
3�- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH dE TYPE AS SHOWN ON PLAIN
_
I T
PROPOSED 30" STORM DRAIN
ISM a SOO ma(.402.1
-
AS "•"
AS SEMBLy
DOWEL
DETAIL
PER CITY DWG N0. 3448
EACH WAY
STRUCTURAL DATA
STREET. GUTTER.
WALL AND SLAB DIMENSIONS
I m
S RM1(I/1•M
OR LOCAL OEPRES-
SION SURFACE-
_
I
MAX
MAX
1
IF
100 i
ai OF SIGHT - -
-
-
REAR
BOTTOM
END
0
wl zZSL20PE�
VFRONT
FLOW LINEFACE
3 O
WALL
WALL
SLAB
DOWEL
ITYP.IJSCOR
E
1.0 43.5')
2.4 W8')
ISO mM6')
ISO mM6')
- - - - - -
- -
--------------------
- - - - -
- - - --
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1-0 W3.5')
INS LINECURB
200 mM8•)
LIME2
'
- --
------
-
---- `__--_ -'
2.0 MIT, 1
10 W 6')
150 mM64
150 1,1101169
EXTRA ISM(.4I
STEPSON
1
A M
II3827A
a
2 SIDES OF
2.0 m(T]
3.5 W12')
200 "WAS 1
200 mmlll
4.0 M14')
1.2 W4•)
FRAMEAND
150 mM69
1100INMANHOLE
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180"WAG1
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300
75
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200 mM89
250 wM109
o
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T
CATCH BASIN I
1.2 W4'1
150 mMb'1
-
PER CITI DWG N0.
0
R
C
E
INE
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U
1
D
MANHOLE FR AYE
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ISO mI961
200 NWAS1
2.4 W e')
200 IMrs')
AMD COVER -
3.0 WAD')
200 I. 40-)
250 IR.AIO-)
Wi2')
200 ..MYI
W
Ly
n L~
3C' 30'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ao
STANDARD PLAN
aRouuaGAreDe+.+.e
U81 C=LM I%TTANDARDS iN1 CURB OPENING CATCH
-',REENRGU�(CC !W EE
BASIN
60'
METRIC
300-2
+MA
a
=
RE, +994 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF 2
O
ti
1
4
FLCONNECTION OPTIONLL SUBGRADE
-CONNECTOR PIPE
OR TRIC
CATCHCH ISA SIN
TIM 7
1627M
SEE SHEET NO.2
`
0 STEPSot+
-�
SECTION
A -A
AIg-1
100 .wn
200 MMS')
14•)R
r
I0Ml.41
' DOWEL (TYP.) ---
u
-
GRA IC .71 Aff
(N RET)
t NOi ■ 4O FL
2
1 CONSTRUCTION NOTES
3�- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH dE TYPE AS SHOWN ON PLAIN
_
I T
PROPOSED 30" STORM DRAIN
LOT 'B'
PLAN
DOWEL
DETAIL
PER CITY DWG N0. 3448
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS
AND
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
_
MAX
MAX
1
IF
REQUIRED IN
ai OF SIGHT - -
-
-
REAR
BOTTOM
END
W
VFRONT
3 O
WALL
WALL
SLAB
WALL
FL) 1308.47 FIL
1.0 43.5')
2.4 W8')
ISO mM6')
ISO mM6')
- - - - - -
- -
--------------------
- - - - -
- - - --
��--------- -
1-0 W3.5')
3.5 W12.1
200 mM8•)
200 frWe'1
'
- --
------
-
---- `__--_ -'
2.0 MIT, 1
10 W 6')
150 mM64
150 1,1101169
1
A M
II3827A
a
2.0 m(T]
3.5 W12')
200 "WAS 1
200 mmlll
4.0 M14')
1.2 W4•)
ISO mM6•)
150 mM69
A 11A
/ E
I
C-4
Q�
2.4 W$')
180"WAG1
200 me')
N
F
z
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3.5 W12')
200 mM89
250 wM109
o
Z
-
T
_
It,
m
1.2 W4'1
150 mMb'1
ISO mm(6.1
PER CITI DWG N0.
0
R
C
E
INE
i T
R
E
O
U
1
D
I
Le We,1
ISO mI961
200 NWAS1
2.4 W e')
200 IMrs')
200 n..(e')
3.0 WAD')
200 I. 40-)
250 IR.AIO-)
Wi2')
200 ..MYI
1250 m E.G.)
FOR W + 9 428'). V + 3.5 MiZ-) OR 9 1 1.2 W4') SEE PROJECT PLANS
3C' 30'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ao
STANDARD PLAN
aRouuaGAreDe+.+.e
U81 C=LM I%TTANDARDS iN1 CURB OPENING CATCH
-',REENRGU�(CC !W EE
BASIN
60'
METRIC
300-2
+MA
a
10,
RE, +994 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET I OF 2
GRA IC .71 Aff
(N RET)
t NOi ■ 4O FL
2
1 CONSTRUCTION NOTES
3�- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH dE TYPE AS SHOWN ON PLAIN
_
PROPOSED 30" STORM DRAIN
LOT 'B'
----LOT'C
PER CITY DWG N0. 3448
_
LINE OF SIGHT
ai OF SIGHT - -
-
-
- N00 04 0'W _d
25-
3 O
V1308.17
1307.1 FL
FL) 1308.47 FIL
DETENTION
I1
�
- - - - - -
- -
--------------------
- - - - -
- - - --
��--------- -
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---------
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------
-
---- `__--_ -'
1
A M
II3827A
a
SULTANA
n
W z DRIVE
C-4
Q�
I
W
IF
z
J Z
EXISTING 8" SEWER
&
3
N
PER CITI DWG N0.
3381
I
o
12
L18 ,8 , '
7
W
o
3C' 30'
ao
O n_
�qj to
60'
a
10,
GARFIELD DRIVE
TIM 7
1627M
SEE SHEET NO.2
7__I_7 -
N0.43976
Exp 6I9ol07
RECORD DOCUMENT
These [record Documents have been prepared
based on information provided by others. The
Design Professional has not verified the accuracy
and/or completeness of this information and shalt
not be responsible for any errors or omissions
which 7
be hereia as a result
L S-1(0, 01\0
DATE
C7AA
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCHMARK Prepared By:CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED PREPARED FDR: o DFS. SHq (JIMMOVEME M NOT COMMENCE WITH�r ALLAFiD ENGINEERING e� ° STREET IMPROVEMENT PLAN
JoaTCITY OF FONTANA BENCHMARK N0. 360 TWO YEARS OF THE DATE OF APPROVAL The Stratham Groa Civil Engineering -Land Surveying -Land Mann ng o Fp c
p A NAIL IN POLE NO. 1563704E AT THE DRAWN BY:
004
SHOWN HEREON AND CAB$® FORTH INAC 8253 Sierra Avenue - z SCALE: AS NOTED
i DIAL D&I�T � THE CITY � MAY 2201 Dupont Drive, Suite 300 SOUTHWEST CORNER OF LIME AVENUE r �' No. 43976 rn AE TRACT .NO. 16271
Fpntena. �altfamie 92335 w m
TWD WORKING Irvine, CA 92612 AND BASELINE AVENUE. Exp. 6/30/05 DESIGNED BY: L[j�� DATE:
BEFORE DAYS BEFORE REQUME REVISIONS TO THE PLANS TO /� (909) 356-1815 Fax 909) 356-177 * * AE DE SHEET
j Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH (949) 833-1554 ext.226 0 .- I . q . 9 ^0 s J OCTOBER, .
(949) 833-7853 iZ/ LJ �j "I L----� 9r C 1 y (t �e��P CHECKED BY: AP KED DRAWING N0. �
B A PUBLIC SERVICE BY UNDERGROUND TOLL FREE SER ICE ALERT CONDITIONS AND STANDARDS IN EFFECT ELEVATIOIt 1376.03 David S. Hammer, A .E. 43976 Mete FOFCALtFO MI • DATE: -/7 vs
_J 1 'R'F.:�'OR-� Qp'd. IN: SI o)•14-014 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 '� .i
I nenun'U. -\ 'V\ vm \iveil \Ivu r.Tlw.�n