HomeMy WebLinkAbout3607-2PROP.
P/L
I
1
I
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 SEPARAT€LY, 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'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
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 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'-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(4.51.
VU 2 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 mm(12').
V, - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H s NOTED ON THE PROJECT PLANS.
W t 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 SHALT_ 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 0'F 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 imm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE 1 -NDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THF.CATCH fASINWH
:NEVER 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. 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 mrn(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mIr(S').
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 REINFORCEMI'NT
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 PLANT 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 IJE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
PROP. EX. FUT.
R/W R/W R/W
I 68'
34' 34' I
10' I 12'
LETTER LOT I
I
0.5' I 5'
' 11 2- 7° `
PROP. S\W
PROP. 8' C&G
VARIES
10' TO 13'
1 5'
EXISTING I)'-''
GROUND
EXISTIN(
L./L1.7111YU %AXV
1%-4.61%
PROPOSED
A.C. PAVEMENT
VARIES 30' TO 33'
20'
GRIND &
OVERLAY
I
STANDARD PLAN
METRIC
313-1
s �- STEPS ���
1 �" SECTION A -A
15M 0 300 enm(°40121)
22'
FACE PLATE
ASSEMBLY
I I I 100 erne 200 mm(81)
III 1041te4l
m U*)
90
0A
FUG
EACH WAY
fQ-G2
STREET. GUTTER.
m
u
PLAN
5 ernee(1/4•IR
STRUCTURAL DATA
OR LOCAL OEPRES-
REINFORCEMENT REQUIREMENTS
C,) N
c
MAX MAX
I f REQUIRED IN
\
SION SURFACE
LC) LO
N N
_
1.0 m(3.3') 2.4 m(81
ISO mm(G') ISO nxn(el
1
200 mm+(B'1 200 fern($') _
2.0 m(T) 1.8 m(61)
ISO mml6•) ISD Nrn16•) OG•
2.0 rn(T) 3.5 e,(121
200 mm(8') 200 e*'WS*) 1�
4.0 m(I4') 1.2 W4'1
J.
2.4 m(8.1
ISO nem(6') 200 mm(81 I
4.0 mp4') 3.3 VOW)
200 m48-11 250 nrnll0') , F
(4' R
I j
L
X3:2
SLOPE
- N 2.4 en(81
€
i
� r -i� I
I
R
200 mmf8') 230 eflm(l0') E
l
3.3 W412'1
200 mm(8') 250 mm(I0•) T
FOR W > 9 W281. V ) 3.3 m(12•) OR B ) 1.2 m(4') SEE PROJECT PLANS
7S enro-
STANDARD PLAN
i+RwonKsTrANDARTHE
P,IBLIC vuDR>SS STAN[M RLXa INC.
FLOW LINE
♦� �'
;r (3'IR
GREENSOOK COh1 rrEE
1
1"d
(TYP 1�
EE
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. not
SHEET I OF 2
PLATE
SCORING
LINE
,
CURB LIN£
C.al Ni
n
♦ f
I
tu
(� a
2 EXTRA 15M(*4)
STEPS
kL
ON 2 SIDES OF
MANHOLE FRAME I
I
}
100 nxn
AND COVER
l
(41MIN.
300 mm
TS mm
„
CATCH BASIM '� (
I
p2')MAx.
(3')R
MANHOLE FRAME I
o
P
AND COVERof
Wy
W
O N
,n =
S F
O
ax
L
CONNECTOR PIKE
..e0
a 1
OPTIONAL SUBGRADE
OR MONOLITHIC
K
ZF
CATCH BASIN
CONNECTION
PROP.
P/L
I
1
I
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 SEPARAT€LY, 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'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
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 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'-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(4.51.
VU 2 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 mm(12').
V, - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H s NOTED ON THE PROJECT PLANS.
W t 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 SHALT_ 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 0'F 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 imm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE 1 -NDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THF.CATCH fASINWH
:NEVER 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. 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 mrn(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mIr(S').
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 REINFORCEMI'NT
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 PLANT 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 IJE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
PROP. EX. FUT.
R/W R/W R/W
I 68'
34' 34' I
10' I 12'
LETTER LOT I
I
0.5' I 5'
' 11 2- 7° `
PROP. S\W
PROP. 8' C&G
VARIES
10' TO 13'
1 5'
EXISTING I)'-''
GROUND
EXISTIN(
L./L1.7111YU %AXV
1%-4.61%
PROPOSED
A.C. PAVEMENT
VARIES 30' TO 33'
20'
GRIND &
OVERLAY
I
STANDARD PLAN
METRIC
313-1
s �- STEPS ���
1 �" SECTION A -A
A♦
22'
IW
N: u
I I I 100 erne 200 mm(81)
III 1041te4l
m U*)
90
0A
FUG
U 12
fQ-G2
n "
DOWEL ITYP.I
u
PLAN
P
DOWEL DETAIL
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AND
REINFORCEMENT REQUIREMENTS
C,) N
REINFORCEMENT
MAX MAX
I f REQUIRED IN
W V
FRONT IREAR 1BOTTOMIEND
LC) LO
N N
WALL WALL SLAB WALL
1.0 m(3.3') 2.4 m(81
ISO mm(G') ISO nxn(el
1.0 m(3.5') 3.5 edt2.1
200 mm+(B'1 200 fern($') _
2.0 m(T) 1.8 m(61)
ISO mml6•) ISD Nrn16•) OG•
2.0 rn(T) 3.5 e,(121
200 mm(8') 200 e*'WS*) 1�
4.0 m(I4') 1.2 W4'1
ISO enm(64 150 OCKS') E k
2.4 m(8.1
ISO nem(6') 200 mm(81 I
4.0 mp4') 3.3 VOW)
200 m48-11 250 nrnll0') , F
1.2 ent4')
ISO enm(6') ISO MAW) j R E
L8 eee(6')
ISO mm(6.) 200 WOMB*) C0 W//
U
%
- N 2.4 en(81
€
200 mm(8.1 200 mm(8') N
/
T 3.0 feIl10')
R
200 mmf8') 230 eflm(l0') E
�N �D
�
3.3 W412'1
200 mm(8') 250 mm(I0•) T
FOR W > 9 W281. V ) 3.3 m(12•) OR B ) 1.2 m(4') SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
i+RwonKsTrANDARTHE
P,IBLIC vuDR>SS STAN[M RLXa INC.
CURB
OPENING CATCH BASIN
METRIC
GREENSOOK COh1 rrEE
300-2
1"d
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. not
SHEET I OF 2
PROP.
P/L
I
1
I
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 SEPARAT€LY, 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'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
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 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'-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(4.51.
VU 2 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 mm(12').
V, - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET. NOTED ON THE PROJECT PLANS.
H s NOTED ON THE PROJECT PLANS.
W t 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 SHALT_ 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 0'F 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 imm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE 1 -NDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO JOIN THE CONNECTOR PIPE TO THF.CATCH fASINWH
:NEVER 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. 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 mrn(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mIr(S').
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 REINFORCEMI'NT
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 PLANT 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 IJE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
PROP. EX. FUT.
R/W R/W R/W
I 68'
34' 34' I
10' I 12'
LETTER LOT I
I
0.5' I 5'
' 11 2- 7° `
PROP. S\W
PROP. 8' C&G
VARIES
10' TO 13'
1 5'
EXISTING I)'-''
GROUND
EXISTIN(
L./L1.7111YU %AXV
1%-4.61%
PROPOSED
A.C. PAVEMENT
VARIES 30' TO 33'
20'
GRIND &
OVERLAY
I
STANDARD PLAN
METRIC
313-1
30'
G2
22' - -
22'
�t
12'
11't 5' ! 1
5, 1
I
SAS -CUT & REMOVE
IX. A.C. PVMT.
17 -4- t
2%
FUT. S/W
GRIND & EXISTING A.C. FLIT. C&G
OVERLAY
EXISTING IMPROVEMENTS
TYPCAL SECTION
�IPER S VDOJ .
T1=6►5
R/N'
VARIES 64' I TO 67' I
5'
PROP.
P/L
i
1
1
22' 12' r� 10'
12,E LETTER LOT
5' 0.5'
(1%-2.6o s}
PROP. S\W
-
PROP. 8C&G
SAWCUT & REMOVE
EX. A.C. PVMT.
32'f EXISTING IMPROVEMENTS
�.,
,TWO WORKING
DIAL DAYS EEF❑RE
BEFORE. YDU DIG
YOU DIG M % 00-227-2600
TOLL FREE -' 1-fD SERVICE ALERT
A PUBLIC SERVICE BY UNDERGROUN'
TYPICAL SECTION
CYPRESS A1tWJE
NTS
TIfIS
REV.
A.C. PAVEMENT
Z
1' 5' :-
PROPOSED MIN' MUN. o
A.C. PAVEMENT
--T
SAWCUT AND GRIND EXIST.
REMOVE EXISTING EXISTING A.C. PAVEMENT
AC PAVEMENT A.C. PAVEMENT (MIN. 0.1' THICKNESS)
AND OVERLAY
10 TYPICAL PAVF�A.E7VT LOIN DETAIL (MIN. 0.1' THICKNESS)
N.T.S.
Lu w
m M
04 CN
14. 1*
T r�
0 INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C.PAVEMENT
REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
1MPROVD0ll TS NOT COMMENCE VATHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISION'S TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
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 CUPS 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 B 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 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. DIKIENSIONS:
H - NOTED ON THE PROJECT PLANS.
Hl - 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 (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S 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 PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
G2
SHEET 4 OF 4
�I -
�t
1t
m U*)
m
FUG
U 12
fQ-G2
EU- LJ�
UJ
12 12
r- to
N LO
Ih n
O ep
1=1
00 N
C,) N
Lri 4
N N
sF
11.7 eH
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CASE'A ;1 5', K=S', L=S; W=4 ; W-lf
CATCH BASIN # 1 DETAIL
3
STA 19+4403
NOT TO SCALE
0 INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C.PAVEMENT
REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
1MPROVD0ll TS NOT COMMENCE VATHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISION'S TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
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 CUPS 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 B 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 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. DIKIENSIONS:
H - NOTED ON THE PROJECT PLANS.
Hl - 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 (8 INCHES).
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S 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 PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
G2
SHEET 4 OF 4
P N
BASIS OF BEARINGS. -
BEARINGS ARE BASED ON THE CENTERLINE OF CITRUS AVENUE
BEING NORTH 00'00' 13" EAST AS SHOWN ON TRACT 16568, RECORDED IN
MAP BOOK 300 , PAGES 59-62 , RECORDS OF SAN BERNARDINO COUNTY.
ORIGINAL BENCHMARK
PREPARED FOR: CITY OF FONTANA BM -361
R.R. SPIKE IN FP NO. 1536697E AT THE SW CORNER
OF BASELINE MIENUE AND SULTANA AVENUE.
YOUNG HOWES ELEVATION: 136'.01, SINCE DESTROYED
10370 TRADEMARK STREET SITE BENCHMARK
RANCHO CUCAMONGA,
CA 91730 -C. 31 T.1N. R.SW., S.BM.-2 I.P.
SW CORNER, SES C.S.M. AT THE INTERSECTION OF
(909) 291-7600 WITH BRASS CA`c
BASELINE AVEN� AND CITRUS AVENUE.
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CASE'A ; W`2f. HW
2 CATCH BASIN W2 Dam.
5 STA 1Q#:1Z94
NOT TO SCALE
Prepared Ey:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fantana, Califfirnia 92335
(989) 356-1815 Fax (909) 356-1755
' ci::��1 - I
David S. Hammer, A.C.E. 43976 Date
(expires 6!30!2005)
h N .K WD .1r L N
W ` A
-- g CURB OPENING
E c m CATCH BASIN (Sl r
0
s3i� I I I 6
-- - -- - S CURB 1
CURB-' POINT A�45ILo5n POINT Bgir,. POINT D d
L POINT C \ yl S GUTTER
G(iPt? S7RgIGHT GRAD C� B�oi
�G U RIDGE F f
POINT E
W POINT F A B POINT G -j:!"
Q
a 1. -r-DIRECTION OF FLOW PLAN DIRECTION OF FLOWcc
� it
ZD N -K -WD L
POINT B POINT C POINT D
POINT A FLOW LINE PROFILE FLOW LINE
CASE A
en N L WD L (. N
¢_ _
_ CURB OPENING
E o W CATCH BASIN (S)
CURB
CURB POINT A GaPQ�i / \-POINT B POINT C ' sr�A��+yp `�'-P01N7 D GUTTER f
I SqQ�: f
POINT E
U
v POINT F C+ POINT G <
DIRECTION OF FLOW PLAN -DIRECTION OF FLOW ji m
�m
U N L WO N� Zl�
IPOINT D
`POINT A POINT B POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
25 mm il') 150 mm (b") 25 mm (P) 150 mm (6•) 25 mm 11')
M M M,G.OR VAR. -- --
450 mm VAR. --I
-VAR.
50
- - - 50 mm � VAR.
(2
")
CURB RtOGE
FACE + H D E VALLEY E •' ' VALLEY
Io - Ln � a . In .. a .
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMI1LGATEDBYTHE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS MC..
GP.EEN[IOI COMM3TTEE
AT CATCH BASINS
METRIC,
313-1
NM
REV 19"
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
()f Ess /O�
S. H j 9�F`
DRAWN BY.
w No. 43976 m AE
Exp. 6/30/05 DESIGNED BY:
RC
s�TF C I V 1 �. O��\� CHECKED BY:
OF CAI F ml 1`t-1
CITY OF FONTANA, CALIFORNIA
OFFSITE STREET IMPROVEMENT PLANS
TR N0.16572 SCALE.
`7 AS NOTED
ET IL SHEET DATE. FEBRUARY, 2005
APP DRAWING NO.: 2
DATE:Z �y�d�
CITY ENGINEER R.C.E. 51152 3607 7
Filename: M:\dwg\15916\final design\STREETS\OFFSITE\16572-ST02.dwg