HomeMy WebLinkAbout3676-5CS RE!NFORCEM NT
PER STD. PLAN 300
JOIN
EXISTING
CULVERT
EXISTING
R_iNFORGLMENT
DIN
1.65 m (5'-£') MAX.
525 mm (21') MIN.
-15M 0 250 mrr.
i 1*4 0 10') EACH WAY
OPENING PER
�STD.
P_4N 310
300 rnm (12') MIN.
T E E•
-I
N4 IMIN-
CASE i
CATCH BASIN MODI, ICATION
Wf TH REAR CULVERT ENTRANCE
AND / OR ENTRANCE PROJECTION
STRE=T OR LD SURFACE
^ �` INSIDE WALL r -WALL
°p J 1 4 I �--5TEP 5
J GALVANIZED
v-----� j % SAFETY BAR-
E E
c
o '750 0.(Z-6'1 t I p I DD m FLDOR
�- 14• cn N SLAB
vE` SLOP= 70 w IDD mml p r�i--EDGE 0f
OJTL =T �
FRCM ALL (4.1T, OUTLET
UTILITY DIREC-IONS y t I. \� t
75 mm I
(3'; R _ �t OUTLET
1
POUR L��/ L-___-y��
SECTION 1-1
AGAINST o - E E -
UNJISTURBED / y _.o o 20 mm (3/1') D)A. EIV- *NOTE:
EARTH _ GALVANIZED 0 -SAFETY BAR S -ALL BE
❑R) 50 mrr. (2'1 SAFETY BAR* of 20 r>tc (3/4 ) I, GALV.,
OPTIONAL SUBGRADE�MgSp mn -IDT-ROLLED STEL 7=4
IN' PLAN ASTM DESIGNATION A3.6M
SECTION IA36)
CASE 2 CASE 3
CATCH BASIN MODIFICATION SAFETY BAR FOR DROP j
TO AVOID EXISTING UTILITY OUTLET CATCH BASIN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PK'=vJLc^-ELDYTIE
MOD] FICATIONS FOR SIDE OPENING S7'.METRICLAN
PJLGREE RXSSTANC:SR751��., CATCH BASIN 314 - 2
1904
R_N. am USE WITH STANDARC SPECIFICATIONS FOR PJBLIC WORKS CONSTRUCTION S',IEE-OF 7.
i
NOTES
L MODIFICATiONS ARE TO BE USED AS REQUIRED BY THE PROJECT
DRAWINGS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THE
APPROVAL OF THE ENGINEER.
2. DETAILS NOT SI -OWN SHALL BE PER THE APPLICABLE CATCH BASIN
S TANDAPD PLANS.
3. REFER TO THE ?ROJEC" CRA'WINGS FOR DETAILS OF THE UTILITY
AND CULVERT.
4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE REMOVED
ON A LINE NC'RMAL TO THE CULVERT CENTER LINE ANDA PORTION- `
OF THE CULVERT RECONSTRUCTED IF REOLIREO. SAW CUTTING''
SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED
SURFACE AND TRANSVERSE STEEL SHALL EE RETA,NED.
5. PLACE S' -EPS IN END 'NALL C- CATC i BAS N UNLESS OTHERWISE
SHOWN.
(
6. WHEN REINFORCEMENT IS REQUIRED BY STANDARD PLAN 309, IT
SHALL BE PLACED TC THE CONFIGURATION OF THE MODIFIED BASIN.
I= ANGLE A EXCEEDS 45° THE SLOPINC PORTION OF THE NVE3T
SHALL BE REINFORCED AS THE REAR WALL. LENGTH OF BARS SHALL
EE INCREASED AS NECESSARY.
7. ELECTRICALLY WE -DED STUDS 15 Dim x 200 mr., (I./2' x 8'), NELSON H4F
OR EOLAL MAY BE USED IN L EU OF THE DEFORMED BAR ANCHORS,
11 THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE
NOT IN THE SAME PLANE T;1E ANCHORS ON THE CULVERT SIDE
SHA_L BE OMITTED,
8. THE FCLLCW NG STANDARD PLANS ARE INCORPORATED HEREIN=
300 CURB OPENiNC CATCH BASIN
308 MONOLITHIC CATCH BASIN CONNEC-ION
309 CATC,-I BAS'N REINFORCEMENT
310 CA -CH BAS N FACE PLATE ASSEMBLY
AND PROTECTION BAR
3:2 CATCH BASIN MANHOLE FRAME AN3 COVER
635 STEEL STEP
63E POLYPROPYLEENE P_ASTIC STEP
9. DIMENSION~ SHOWN ON TF[S ALAN FOR METRIC AND ENCLISH UNITS
ARE NOT EXACT EOUA'_ VALUES. F METRIC VALUES ARE USED, ALL
VA_UES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEP-
REINFORC,NG PARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES
USED FOR CONSTF,U--T ON SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANOAP,C PL4N
UTi1C
MODIFICATIONS FOR SIDE OPENING CATCH BASIN 314-2
SHEET 20?2
II,I.-T c,
/ E
;, ' 1 250 mm (10'; WIDE x 300 mm '[Z')
JOIN
=RCLGATEDBYTFE
Pt.RVEFORNSSTAVC RIh�
mol DE=F' BEAM 7JI•'H 2 -ISM (+4; TOP
/
I'm
'D '
50 ax
P� AND BUTTCM AND IOM 0 300 nrn
OPTIONAL
�'
"�_� (+2 0 12') TIES OC
CONSTRUCTION
OINT
JOINT-
1 f3
_
If3 \ -+-15M 0 250 mm 4#4 0 10",
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1 b=750 mrri
- Date` 111 1,pS
-�;L
[2'-:6_Mil
27
15M 0 250 mm (04 O 10')
-100 mm II
N K - 3 2
SLOPE ' �•
WITH 300 mm (12") BEND
1DOxI00xV09
--CONNECTOR PIPE
I
(4a4xWI3)IGALV.)
-
�__
LENGTH _ WIDTH OF
FLOW LINE
NOTES
OPENING PLUS 150 mm (5').
1 1
UTILITY LOCA -ION AND TYPE
EO Fmr (31 BEARING EACH HND -'--1,
E 1
SHOWN ON PROJECT DRAWINGS.
SCORING
SECTION
ITYP.i-
EXISTING OR NEW r IO rlxn (I/4')
REINFORCEMENT -' 1
R �t STEEL BEAM
LINE - ----
INSIDE FACE 75 13'1
E`
ANCHCRS, OTHERNSE, JV 3 ANGORS.
OF .6� r mTT
21)0 x 150 mm
ANCHOR(/AT MIDSPAN AND )v�4.1
v
--��
I51A 0 100 mrx
F C
S
Nm --C mm f2') F
0
0 60mm (24 E
') CEN -45
EACH
10^mm'
/
`TYP.
SID- ANCHORS MAY
BE SHORTER ON BACKSIDE
� CONCRETE
)0 mm41 lO0
\[;14';'
rnm O 300 mm PIER,
(91) SUPPORTS. SPACE
0= REAR BEAM. SE_ NC -TE 7
r �1�-
meq')
AS NEC'SSARY:
100 mm m
B = IS mm3 ;
�
IDD mm
5 m -n MAX. 2.1 m[7' -O')
10 mm (3/8.1 P--/
(4'IMIN. j
USE 64616.5 (2-1/2'x2 x3/8')
DETAIL 'A'
SEC -ION X -X
CASE i
CATCH BASIN MODI, ICATION
Wf TH REAR CULVERT ENTRANCE
AND / OR ENTRANCE PROJECTION
STRE=T OR LD SURFACE
^ �` INSIDE WALL r -WALL
°p J 1 4 I �--5TEP 5
J GALVANIZED
v-----� j % SAFETY BAR-
E E
c
o '750 0.(Z-6'1 t I p I DD m FLDOR
�- 14• cn N SLAB
vE` SLOP= 70 w IDD mml p r�i--EDGE 0f
OJTL =T �
FRCM ALL (4.1T, OUTLET
UTILITY DIREC-IONS y t I. \� t
75 mm I
(3'; R _ �t OUTLET
1
POUR L��/ L-___-y��
SECTION 1-1
AGAINST o - E E -
UNJISTURBED / y _.o o 20 mm (3/1') D)A. EIV- *NOTE:
EARTH _ GALVANIZED 0 -SAFETY BAR S -ALL BE
❑R) 50 mrr. (2'1 SAFETY BAR* of 20 r>tc (3/4 ) I, GALV.,
OPTIONAL SUBGRADE�MgSp mn -IDT-ROLLED STEL 7=4
IN' PLAN ASTM DESIGNATION A3.6M
SECTION IA36)
CASE 2 CASE 3
CATCH BASIN MODIFICATION SAFETY BAR FOR DROP j
TO AVOID EXISTING UTILITY OUTLET CATCH BASIN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PK'=vJLc^-ELDYTIE
MOD] FICATIONS FOR SIDE OPENING S7'.METRICLAN
PJLGREE RXSSTANC:SR751��., CATCH BASIN 314 - 2
1904
R_N. am USE WITH STANDARC SPECIFICATIONS FOR PJBLIC WORKS CONSTRUCTION S',IEE-OF 7.
i
NOTES
L MODIFICATiONS ARE TO BE USED AS REQUIRED BY THE PROJECT
DRAWINGS. ANY ADDITIONAL CHANGES ARE SUBJECT TO THE
APPROVAL OF THE ENGINEER.
2. DETAILS NOT SI -OWN SHALL BE PER THE APPLICABLE CATCH BASIN
S TANDAPD PLANS.
3. REFER TO THE ?ROJEC" CRA'WINGS FOR DETAILS OF THE UTILITY
AND CULVERT.
4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE REMOVED
ON A LINE NC'RMAL TO THE CULVERT CENTER LINE ANDA PORTION- `
OF THE CULVERT RECONSTRUCTED IF REOLIREO. SAW CUTTING''
SHALL BE USED TO PROVIDE A NEAT JOINT ON THE EXPOSED
SURFACE AND TRANSVERSE STEEL SHALL EE RETA,NED.
5. PLACE S' -EPS IN END 'NALL C- CATC i BAS N UNLESS OTHERWISE
SHOWN.
(
6. WHEN REINFORCEMENT IS REQUIRED BY STANDARD PLAN 309, IT
SHALL BE PLACED TC THE CONFIGURATION OF THE MODIFIED BASIN.
I= ANGLE A EXCEEDS 45° THE SLOPINC PORTION OF THE NVE3T
SHALL BE REINFORCED AS THE REAR WALL. LENGTH OF BARS SHALL
EE INCREASED AS NECESSARY.
7. ELECTRICALLY WE -DED STUDS 15 Dim x 200 mr., (I./2' x 8'), NELSON H4F
OR EOLAL MAY BE USED IN L EU OF THE DEFORMED BAR ANCHORS,
11 THE TOP SLABS OF THE CATCH BASIN AND THE CULVERT ARE
NOT IN THE SAME PLANE T;1E ANCHORS ON THE CULVERT SIDE
SHA_L BE OMITTED,
8. THE FCLLCW NG STANDARD PLANS ARE INCORPORATED HEREIN=
300 CURB OPENiNC CATCH BASIN
308 MONOLITHIC CATCH BASIN CONNEC-ION
309 CATC,-I BAS'N REINFORCEMENT
310 CA -CH BAS N FACE PLATE ASSEMBLY
AND PROTECTION BAR
3:2 CATCH BASIN MANHOLE FRAME AN3 COVER
635 STEEL STEP
63E POLYPROPYLEENE P_ASTIC STEP
9. DIMENSION~ SHOWN ON TF[S ALAN FOR METRIC AND ENCLISH UNITS
ARE NOT EXACT EOUA'_ VALUES. F METRIC VALUES ARE USED, ALL
VA_UES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEP-
REINFORC,NG PARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES
USED FOR CONSTF,U--T ON SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANOAP,C PL4N
UTi1C
MODIFICATIONS FOR SIDE OPENING CATCH BASIN 314-2
SHEET 20?2
II,I.-T c,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLAN
-t
15M O 300 .,(,4012'1 FACE PLATE
ASSEMBLY
=RCLGATEDBYTFE
Pt.RVEFORNSSTAVC RIh�
CURB'OPENING CATCH BASIN
/
I'm
EACH WAY
r5 mm(1/4')R ., STREET. GUTTER.
S-'='
151 1
74
CATCH BASIN (SS ----_7
'',OR LOCAL pEPRES-
SION SURFACE -
REV. •69f
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOP O• WHB�
- Date` 111 1,pS
-�;L
--- -r--
&3 z0
-100 mm II
N K - 3 2
SLOPE ' �•
- _--- -
(4')R I
W I ,
E75
-
`
I}
FLOW LINE
m
v �I v(3')Rm •L-•-'
1
POINT P POINT 0-
FACE --
P -
LATE
li
DOWEL
E 1
SCORING
ITYP.i-
E' YJ
n nm
n
J BAR FOR S = /SJ nn 11,E') .ANC SSS, USE 2
LINE - ----
-CURB LINE
- N "I
ANCHCRS, OTHERNSE, JV 3 ANGORS.
2 EXTRA 15W-4)
!+ATTER 3:-2 -SEE NOTE E IN
STEPS
w
+m
ON 2 SIDES OF
450 N I
w
FOR S = 1200 mm (487) .AND LESS,
"
I MANHOLE FRAME
I
1
100 mm m
B = IS mm3 ;
�
AND COVER - �,
-I_ LSC mm
(4'IMIN. j
USE 64616.5 (2-1/2'x2 x3/8')
/ (e";
I
750 ' W".
-300 mm 75 mm QCATCH
GALVANIZED S ESL .ANGLE
BASIN 1 �Ei
I
g00 r,X'
02')MAX- (3')R -
MANHOLE FRAME.11
SECTION A -A
1050'42
210 E")
A'
AND COVER
1200 48"
180 5"
w
P6
135Q '54'
225 6-' '2"'
m E S 150 mm
150E 60"
180 Y
J BARS ARE pow (f3.
I
�_
ON O 420 mm
fc
1650 0'`
180 (4','
z_
i 12", MAx OC
t
!
Jo
OPTIONAL SUBGRADE CONVECTOR PIPE
<n
oZ
OR MONOLITHIC
CATCH BASIN
B CONNECTION
c
STEPS
I
ou
SEC -PON B -B = '
At
Y 4
`
SECTION A -A
N u
100 mm
ZOO mm18•I
r
DOWEL ITYP.)�'y
P;
PLAN
/
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLAN
-t
STANDARD PLAN
=RCLGATEDBYTFE
Pt.RVEFORNSSTAVC RIh�
CURB'OPENING CATCH BASIN
METRIC
i;ReENROOK COMMrTEE
S-'='
151 1
74
CATCH BASIN (SS ----_7
300 -
REV. •69f
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NQTES•
L 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(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 SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 112 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= 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').
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 r 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 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
7 R
0 DEGREES OR GREATER T
THAN 10 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 ENO WALL. STEPS SHALL
BE SPACED 300 mm(12') APART_ THE TOP STEP SHALL BE 175 mrM7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mIn(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(T) ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. 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 WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTERSTANDARD
PLAN
-t
300 - 2
CURB OPENING CATCH BASIN
PARKWAY DRAIN
METRIC
SHEET 2 OF 2
p D
;ers
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION
REC . DVI Ca•
E -- -hINGL CUAR A-
E AR
6"0 mm E Z INLET I N L= T FRAME ANDa 0 FRAME
o �j ;z4 � TYP- 2 TYPE 1 S AN 1 i o PER
15 i OR GRADING
PLAN
SEF Noll 8
E /' F 600 mm
c - - ' -J L - __.1 124')
- - • ,� s
SEC =ION r _ A i- a/w �
INLET TYPE 2 T -- -I
i s..
E 40-T%
250 m
BAR
6 mm
(5 (10
/8") Jo < G I ,3 , VIN
_6";
SECTION `� '
4 �
B L B
6 II ,
INLET TYP'= 1
�mm
:)ETAI OF ANCF�OR
I_, '5 mm
CUF.c =ACES -alNd FALt
Il f--ANC-IDR I ( �3•^J _
-- FI J_' FL . --
POINT M FC NT N - POIN P
A
PLAN
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
30M mm (1C')
_ S
3000 mm (10" - -
PARKWAY DRAIN
METRIC
'C GRADE LINE AS
S-'='
151 1
,66a
CATCH BASIN (SS ----_7
SF•C^ CN PROFIL=_
REV. 168E
- ` 7 CURB
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
TOP O• WHB�
- Date` 111 1,pS
-�;L
l� (L�!(%�'�
&3 z0
__- - _'_---
-- -
- _--- -
---'---'
L
-
-
CURB
_
- --
POINT A=�' 4�"'"' I
�-�
0.5'1 / POINT--
S ,�
POINT C= �
STR Yp POINT D
POINT P POINT 0-
POIN ( M DOINT N 'DR OFI _E
RC►R_G_ RADE
rALL'A4 ZED STEEL - SIOEw AIK
ANGLE F'NIS-
S. mm
J BAR FOR S = /SJ nn 11,E') .ANC SSS, USE 2
m
ICC mm
_SPACING, Tm
ANCHCRS, OTHERNSE, JV 3 ANGORS.
(A)
!+ATTER 3:-2 -SEE NOTE E IN
300 `12
! 240
+m
G
L
450 N I
I140 �1
FOR S = 1200 mm (487) .AND LESS,
"
-N K ._ --._WD
600 i 24"
_
Y 240
B = IS mm3 ;
�
, 200 m m
-I_ LSC mm
'
USE 64616.5 (2-1/2'x2 x3/8')
/ (e";
.T E"
750 ' W".
240
GALVANIZED S ESL .ANGLE
g00 r,X'
240 Y
-O
'- GUT-ERMATCF
SECTION A -A
1050'42
210 E")
OTHERIMSE, 8 = TOC mm (4'). USE a%76x127
E)aSTNG
1200 48"
180 5"
(3-1/2"x3"xl/2') GA_VANZED STEEL ANGI.:.
135Q '54'
225 6-' '2"'
m E S 150 mm
150E 60"
180 Y
J BARS ARE pow (f3.
I
�_
ON O 420 mm
fc
1650 0'`
180 (4','
i 12", MAx OC
1 `72')
1 120 j'3 -I/
SEC -PON B -B = '
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
i
STANDARD PLAN
rRCVULGATEDB'r
P_BL C'NORKSSTAN7ARESNC
PARKWAY DRAIN
METRIC
GR=ENBOOK COMM --E
151 1
,66a
CATCH BASIN (SS ----_7
-
REV. 168E
SHEET t OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. FLOOR OF BOX SHALL BL ROWLLD SMOOTH.
2. IF THE TOE OF SLOPE 15 A_LOWED WITHIN THE R/W, INLET iYPL 1
BEGINS A I IHE TOE RATHER THAN AT 'HE R/W L NE.
3. FOR OPEN IDITCI- (TYPE 2), T-iF 600 mm (24") LX (ENSIGN BFYOND
-HE R/W LINE IS NO- RFQJIRz-D' WHEN BACK OF WALK IS 600 mm (24")
OR MORE FROM THE R/W LINE- HOWEVER, -HE PPE SHA_L EXTEND
TO THE R/W LANE IN ANY EVENT.
4P STRUCTURE TO OF IN_E- S RUC URE (YPE 1 & 7) SMALL BE F_USH WITH .AO..'ACFN-
SUR=ACE WHERE PRACTICAL.
5. A -EADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEA,
(5/8" x 6 3/8", 1" HEAD) ATTACHED BY A FULL PENETRATION BJTT
WELD MAY BE USED AS AN ALTERNATE ANCHOR.
6 NORMAL CURB FACE AT POIN I M AND Q. CoREE FACE IS B + 125 mm (5")
AT POINT N AND P.
7. THE /5 rm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL
BE PARA -LEL TO THE TOP OF SID -WALK.
8. SLOPE = 2.0%.
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH JNITS ARE NOT
EXACTLY EQUAL VA -LIES. IF MFTRIC UNITS ARE USED. ALL VALUES USED rOR
CONSTRUC-ION SHALL BE ME IR'C VA,_UFS. IF ENG -ISH UNITS ARE USED,
ALL VALU=S USED FOR CONSTRUCT'ON SHALL BE =NGL&- VALUES. HOWEVER,
ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 515M STEEL.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN C
PARKWAY DRAIN
RECORD DRAWING i O
THESE RECORD DRAWINGS HAV'F BEEN PAFPAr+!", IN
PART, ON THE BASIr OF !NFORMAT ON C004PIL T AND
FURNISHED BY OTHERS. THE ENGINEER WILL HOT BE
RESPONSIBLE FOR` i NY ERRORS OR OMISSIONS W141CH
HAVE BEEN INOOHP'OHATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
it/ %-/pb
DA TE I ENGR. I Cl TY I DA TE
APTER I STANDARD PLAN
METRIC
1 51 - 1
- 1 SHEET 2 OF 2
No.
36637
[ HEADWALL SHAL_ BE MONOLITH.C,
I A LAP ALL BARS Al CW NERS 3G DIAMETERS
K j _ WDK y f - -- _� 4 IF NOT CON -(NODUS.
F r ------------I /:~ + \� Ir�-,_ ,5-4 OR 5
T EE NOT= 2
r=ZCURB OPENING I I' ------------I
CATCH BASIN;sl I
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-
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---- -- --1- / �- I 0C EA. WAY
CUR- POINT B POINT C ST�kTh CURS SEE NOTE 2
V4Z(�CR�Of GLITBTER
PLAN REINFORCING DETAIL
--,
POINT E PLAN C (SEE SHEET t) - -
B"
CASE EE'Q DK
Q W ¢ CURBSIDE GRATING - - - - alga OM �rp.l' BASIN (S) / { 2_ 5 �1 • • c
oxo; CATCH BASIN (S} --y_W� GRATING (S)
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�-�`- _=_- -- ---- - 3 MIN !3�_ i11N. *a OF 05 12'
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CURB �' T GP%E�'r r POINT C --I. ..__STRgiC. CURB .,,,--�-Jj� D.C. EA. WAY[ _..
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- POINT B - - - .-- - ..._. - - - -I
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POINT E C' �- POINT PPLAN - POINT R T--/•• ^ 1 - - /
CASE F 2 -*4 OR4'5 cc 'd ' j
SEE NOTE 2 C'Or-INUOUS BAR -/r OR *5 12"
90 BENS
u K WD ^� - K OEE NOW 2
CURB OPENING CATCH i ELEVATION �+ (''�• (� /�
BASIN WITH GRATING (5) SEC SECTION H -A
E AND DEBRIS SKIMMER -SI- - - - - - - - - - - -
Ea�'� I r-------� 1 NOTES:
S=oma
t 3z;,
I . IES,=,;rr,LL SICK -L BE CCNS F}:uc OF
I i C DIMENSIONS ; ti CONCRETE.
"- L I E F W _ . X71 N= DRU : NG STEEL SHALL BE NO. A BARS
`CURB- NDE-"- 3 �� �-�-sT FOP. I': UP TC EO ABOVE "W"=60" NO.
t G% I � � POINT (: `Rq1 CURB Ta", 4' - 9" L - 9" 4, - 0" , - 6., R
t�1'PV�' vqi �cq a 5 BA?8 SHALL BE USED. 2 M: N
i I CURB OPENING CATCH BASIN (fy qOf GUTTER 30 5' - 5 ' 3�-�' I 4'- 6 3 - D' c11 i- -
i I WITH MANHOLE IN STREET ------1 CL 4RANCF,30 iIAME(LR 1.n1', A - I
�- - POINTE - _ -1 _ - '±
6,-C' 3-4 'Sr -0" 3-B
-POINT E 42 6'-7" 3'-8" a-6" 4'-2" 3. AnJAC=IT 3LOPES SHALL BE I-, TC
(', (SEE SHEET 1 1 CR FLATTER.
POINT P PLAN \` POINTS w 48 7'- 3'� 4'- 0' 6' -D' 4 --(D'
DIRECTION OF FLOW a 8'- 2 4- 6" G'- 9 5' -4" 4 . _'LT I PL = F -0 FE .=ET 1A 1 -H LONG --
J .� I
¢ a CASE G it I TU7 I NIA.L C -NT.RS 1 2!9 71 At4E'-ERS
o� F� - K Wn i K-� zu A,'ART.
I 5, .ALL EXPOSEC --O?NERS TO rs=_ RCUN7ED
3/4., RA').JS.
4 POINT�. POINT -1 -1 6- W SHALL 5= 1 NCRE.ASED `A'H-N NiJI 71 r=LE
r�
PIPES OR '1?ES [JAI SK!.W ARF JSED,
(CASE E) FLOW LINE PROFILE (CASE F'
POINT B POINT C -FLGW Lt._-
(CASE F AND G) CASES E, F AND G (CASE "_ AND G:
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
LOCAL DEPRESSIONS AT CATCH BASINS 313-1 SAN a�4NARDINO COUNTY ROAD DEPARTMENT
SHEET � OF , DATE: �.,,.�- HEADWALL
A DWA L L
�-�s
M.A. NENGINE s WING - �'N`IY'PE 209
COUNTY ENGINEER
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 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 HT 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 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. DIMENSIONS:
H = NOTED ON THE PROJECT PLANS.
H1 NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
HT = NOTED ON THE PROJECT PLANS.
G = 600 mm (2 Feet)
K 1.5 m (5 Feet)
L 1.8 m (6Feet)
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 PLAN
i
METRIC
LOCAL DEPRESSIONS AT CATCH BASINS
313-1
CURB (OPENING
1 n
SHEET 4 OF 4
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WI THIN 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 STA NDA RDS IN EFFECT.
POINT 6 `-POINT C -POINT 0
-POINT A FLOW LINE PROFILE -FLOW LINE
CASE A
L - N
N L WO -
W~ i
W
`ti=cx CURB OPENING
CATCH) BASIN (S)
I
g=oo I I
3'.
I
CURB , POINT A -'\T i
-POINT B RR�yT I I -POINT O i
POINT C-'
t
y of/fYp��
POINT E-
W � C
CURB
6 I
GUTTER)
POINT F PSN '-POINT G i
a DIRECTION OF FLOW -' -DIRECTION OF FLOW
2m
o j �N_._._-- .L W
Z U I_ L
- f\ \ -POINT A �• -POINT B Z -POINT C POINT D
FLOW LINE PROFILE -FLOW LINE
CASE B
25 150 mm (6') 25 mm W) 150 mm, i6-) 25 mm (1'1
M,G,OR VAR- ___Illi,II...
VAR ---
F.. - - U.0, so mm � VAR ---4-{ 1 I
�•- J (2h
CURB
FACE+H
I I 6 �-
L
SECTION A -A
SECTION B - B
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Kms} WD
i
--L - --N
PUBLIC WORKS $ ANDA DS NC
,WW
'� � u
CURB (OPENING
1 n
,'>REEhNC K CYNNIT-F£
AT CATCH BASINS
31 1
¢
CATCH BASIN (SS ----_7
iI
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
s� Exp: 06-30-06 *
PHONE (909) 937-9,1{51
S�gTCvo-
�OFICALEO
- Date` 111 1,pS
""
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I I
1 1
B
_ 77
CURB
_
- --
POINT A=�' 4�"'"' I
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S ,�
POINT C= �
STR Yp POINT D
CURB }
GUTTER I
RC►R_G_ RADE
POINT E
i
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U
POINT F Lft-A
PLAN
B' -POINT G
W
U
J LL
Q
+m
DIRECTION
-DIRECTION OF FLOW
OF It
00
-N K ._ --._WD
L..,N
ou
Z
=�UL;
N
POINT 6 `-POINT C -POINT 0
-POINT A FLOW LINE PROFILE -FLOW LINE
CASE A
L - N
N L WO -
W~ i
W
`ti=cx CURB OPENING
CATCH) BASIN (S)
I
g=oo I I
3'.
I
CURB , POINT A -'\T i
-POINT B RR�yT I I -POINT O i
POINT C-'
t
y of/fYp��
POINT E-
W � C
CURB
6 I
GUTTER)
POINT F PSN '-POINT G i
a DIRECTION OF FLOW -' -DIRECTION OF FLOW
2m
o j �N_._._-- .L W
Z U I_ L
- f\ \ -POINT A �• -POINT B Z -POINT C POINT D
FLOW LINE PROFILE -FLOW LINE
CASE B
25 150 mm (6') 25 mm W) 150 mm, i6-) 25 mm (1'1
M,G,OR VAR- ___Illi,II...
VAR ---
F.. - - U.0, so mm � VAR ---4-{ 1 I
�•- J (2h
CURB
FACE+H
I I 6 �-
L
SECTION A -A
SECTION B - B
SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
P-I)MU.GATED 81 h;E
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS $ ANDA DS NC
PREPARED IN THE OFFICE OF
TRIC
,'>REEhNC K CYNNIT-F£
AT CATCH BASINS
31 1
R=v '
760-A S. ROCHESTER A VENUE
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BENCH MARK: #9
"PK" NAIL IN LEAD SO. OF SE CURB
RETURN 0 CITRUS AVE. &
FONTANA AVE.
ELEVATION: # 1195.57
BASIS OF BEARINGS:
THE BEARING OF N00'15'10"E ALONG
THE CENTERLINE OF CATAWBA AVENUE,
PER TR. NO 1 1 151, M.B. 164/94-96,
WAS USED AS THE BASIS OF BEARINGS
FOR THIS PLAN
Prepared Under The Supervision Of :
ESS/
PREPARED IN THE OFFICE OF
l--i�
MADOLE AND ASSOCIATES, /NC.
((t�v
No. 36637 c
760-A S. ROCHESTER A VENUE
Of
ONTARIO, CA 91761
s� Exp: 06-30-06 *
PHONE (909) 937-9,1{51
S�gTCvo-
�OFICALEO
- Date` 111 1,pS
""
l� (L�!(%�'�
RCE 36637 EXP. 06-30-06
WENDELL L. /WATSURU
CITY OF FON TA NA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY.' SCALE-'
DE TA IL SHEE T AS SHOWN
DESIGNED BY- TRA C T No. 16600 DA TE'
r" JUNE 2004
CHECKED BY.• A D BY DRAWING NO. 5
y 3676
k' I CITY ENGINEER R. C. E. 51152 DATE 6