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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
NC
CURB%OPENING CATCH BASIN
ANWETRRIC N
CURVE
ANGLE
LENGTH
TN,
TANGENT
300-2
REV. Is"
SHEET 1 OF 2
USE WITH STANDARD SPEaRCATIONS FOR PUBLIC WORKS CONSTRUCTION
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CONSTRUCTION NOTES
11
CURVE TABLE
L_ -E
17
CURVE
ANGLE
LENGTH
RADIUS
TANGENT
(A>
19'24'52"
87.08'
257.00'
43.96'
B
1974'52"
93.18'
275.00'
47.04'
C
19'24'52'
99.28'
293.00'
50.12'
D
29'35'31"
29.44'
57.00'
15.06'
E
149 25'54"
151.27'
58.00'
212.24'
F
901453"
39.38'
25.00'
25.11'
G
9014'53"
67.73'
43.00'
43.19'
11
X12
L_ -E
17
4
4
5'PUE
M
ulU_
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EC
m
Iq
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Lq
51 50 +�
19N
W13
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+
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A4
4
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1A
2 39.12 Fl
U
5 NJ
U
4 w
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
•
=
R/W
\C
STA
STATION
TC
TOP OF CURB
- -
WIDTH
11+oo A
WESTERLY
V
.13 TC
450.00
INDICATES EXISTING ELEVATION
N
moi-
TC
W
WATER LINE
35.63 FL
12+00
2
STORM DRAIN UNE
OC
LL
LOT LINE
_
1 -1
Z �
C
36.13 TC
2
35.63
0
4
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15
c 16
L_ -E
17
R/WM
;
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51 50 +�
19N
48 +�
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6
1 6
5
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U
39.62 T1
U
13+00 Nff42'16'E
A4
4
14+00
2 39.12 Fl
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39.83 TC
-39. Y71
15+00 '
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18
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1 6
5
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N
U
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M
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U
U
+
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4
4
4
4
10
/ _ -
4 w
39.83 TC
-39. Y71
15+00 '
C 7
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1a -CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
QCONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003.
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102.
O --CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015.
O -INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#20). REv
a" -CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). Q
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 I
HEREON (W=PER PLAN)
ARLINGTON WAY
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVA11ON OCCURS, ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
� mCD Y p L 0 I ON L0
o�� ��LO 3 �tnL �LoLo
CURB FACE
-4ULT MLA
L_ -E
__j
N
M
O
GUTTER LINE
LO (NN
�LL-
M
ulU_
M
RAN
EC
END CURVE
L
\
Lq
51 50 +�
+�49
48 +�
+-o47
5'PUE
46+_
5
+-
o
45 C"
FLOW LINE
N
U
M
M
U
U
U
+
U C-)7
HP
4
4
4
4
4
4 w
1a -CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32).
QCONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003.
CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102.
O --CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015.
O -INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#20). REv
a" -CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). Q
11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO. 300-2 I
HEREON (W=PER PLAN)
ARLINGTON WAY
NOTE:
SOME GRADE ELEVATION VALUES ARE
ABBREVIATED. WHERE AN ABBREVIATED
ELEVA11ON OCCURS, ADD 1500 TO THE
VALUE TO OBTAIN THE ACTUAL ELEVATION.
� mCD Y p L 0 I ON L0
o�� ��LO 3 �tnL �LoLo
CURB FACE
-4ULT MLA
L_ -E
__j
N
M
O
GUTTER LINE
LO (NN
�LL-
M
ulU_
CL INT
15+38.09 ARLINGTON WAY
=12+58.00 ANDREWS LANE
20 rLL
CL 16' DWY 4
"-38.
00 / \OFFSET 25.43 R
PRC
11+76.10 E
ANDREWS LANE
MATCHLINE -- 11+76.10
SEE SHEET 2 40 0 40 80
1 "= 40' iiiii
scale feet
DETAIL "E" -CB #11 C
in= 10,
REVISION DESCMPnON DATE ENGR. MY WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
I .DRAW IN 6 A &
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
/QROFESS/D�\
Cl- o0 LA0 c,
r Z
No. 31681 --
* Exp. 12/31/04 �.
\J> CIVIC �\Q
lF
OF C\F
LEGEND:
BC
r
-I
BEGIN CURVE
BVC
BEGIN VERTICAL CURVE
BCR
BEGIN CURVE RADIUS
CB
CATCH BASIN
CL
CENTERLINE
EC
END CURVE
ECR
END CURVE RADIUS
EL'Y
EASTERLY
EP
EDGE OF PAVEMENT
EVC
END VERTICAL CURVE
FL
FLOW LINE
FS
FINISHED SURFACE
GB
GRADE BREAK
H
HEIGHT
HP
HIGH POINT
INT
INTERSECTION
LP
LOW POINT
MVC
MIDDLE OF VERTICAL CURVE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVE
R/W
RIGHT OF WAY
STA
STATION
TC
TOP OF CURB
W
WIDTH
WILY
WESTERLY
V
VERTICAL DEPTH
450.00
INDICATES EXISTING ELEVATION
450.00
INDICATES PROPOSED ELEVATION
W
WATER LINE
S
SEWER LINE
SD
STORM DRAIN UNE
OC
ON CURB
LL
LOT LINE
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 n"(1') 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
BAS I N.
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 OF1=12 MINIMUM AND 1.3 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:
8 - 970 n"(3'-21
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET - 1.35 m(4.59.
VU= 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 REOUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(121.
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 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 n"(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') 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 15 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. 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(T) BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 n"(51.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 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 EOUAL
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 WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTEE1
STANDARD PLAN
300-2
HEIGHTS II
CURB OPENING CATCH BASIN
OF
DRAYM BY:
MSM
SHEET 2 2
1:11:1TCITY
1OmmanInc.SUMMIT
❑❑ V
OF FONTANA, CALIFORNIA
HEIGHTS II
A Civil Engineering - Planning - Surveying - Public Works
1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777
PREPARED UNDER THE SUPERVISION OF:
I 14 f01
HAROLD A. GARCELON R.C.E. 31681 DATE:
DRAYM BY:
MSM
STREET NPROVEN�]V'T PLANS
AMMTON WAY
TRACT 1
DESIGNED BY:
MPK
CHECKED BY:
RE
A
APPRO Y.
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