HomeMy WebLinkAbout3843-7' 15M 0 300 mm(940129) FACE PLATE
EACH WAY ASSEMBLY
-5 mm(1/4')R STREET. GUTTER.
no a Arai . neoora_
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AT CATCH BASINS313-1
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
�V
CURB -OPENING CATCH BASIN
STANDARDPlAN
METRIC
zz
AT CATCH BASINS313-1
300-2REV'
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OPTIONAL SUSGRADE CONNECTOR PIPE
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USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
- ■ DIRECTION OF FLOW
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
UL T
PROMGA E BY RD
PUBLJC WORKS STANDARDS INC.
CURB -OPENING CATCH BASIN
STANDARDPlAN
METRIC
GREENBOOK COMhIITTEE
TTE
AT CATCH BASINS313-1
300-2REV'
1884
SHEET 1 OF 4
B
less
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
- - N
wF
v s =W N L - WD L---�}�-- N
U I
�B W CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
E
E w'¢ w CATCH BASIN (S) D WITH GRATING (S)I
C (SEE SHEET 1)
CUR POINT A ( POINT B - �- C & e 1
I I I POINT C POINT D GUTTER I
POINTE S-TRAIG�vA 4E�E JrRA �L�EQRAOF
POINT F D C POINT G
PLAN
CAS E C
N "' N ?r K WD L- N
E w o f1 CURB OPENING CATCH BASIN WITH D -CURB OPENING CATCH BASIN WITH
E f ,,, GRATING (S) AND DEBRIS '"` -' `- �- - _ II "I MANHOLE IN STREET
0 3:20 SKIMMER I-- --'
E -- )
CURB 1
CURB POINT A--/ POINT B I - POINT C-/ SrRQ/GyT POINT D &
GUTTER
L�tC�r ROF STR-
5(RN\G vP� E � LLEYGRADE
POINTE D E
POINT F PLAN POINT G
•-+- DIRECTION OF FLOW w
CASE D Q�
w
o I N K (CASE D) W L N z U
.z U L (CASE C) D
-- - -- - -7
- POINT C
POINT A POINT B (CASE C)
POINT
FLOW LINE C
(CASE D)
FLOW LINE PROFILE '
CASES C AND D
M 25 mm (1") 150mm (6") -
MANHOLE I OR FRAME OR VAR. -
AND GRATING tF /-40 mm VARr---I
U 1/;)
maff GRADE-
rUR6 STRVALLEY
I FACE+H,� _ •°' n% Ezj�
• 'D
MANHOLE OR
FRAME AND GRATING
-SECTION D- D
POINT D
bmm
(1")
SECTION E -E
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA'CHAPTER
STANDARD PLAN
METRIC
313-1
. , .
LOCAL DEPRESSIONS :AT CATCH BASINS
l
SHEC)'2OF4
NOTES:
I. 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(lo)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 1: 12 MINIMUM AND I: 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).
V U = 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(121.
-V I = 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 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(39 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 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 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(56).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
B. 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 CHAPTER
STANDARD PLAN
300 - 2
SHEET 2 OF 2
CURB OPENING CATCH BASIN
K D K
_ CURB OPENING
W CATCH BASIN (S)�
E W<I I I
war
�3z� I I I
II II C
CURB& OE -
HZ GRP POINT B POINT C SrRq�cy CURB
PSG 6'1 T
SSR GUTTER
POINT E PLAN C (SEE SHEET 1 )
CASE E
N wW
EWas K- �1. WD K
E s Q w CURBSIDE GRATING
o = 0 � CATCH BASINC (SEE SHEET I(S} -I
- - - --' CURB OPENING CATCH BASIN (S)
m 3 z 5�-WITH GRATING (S)
,) ---'-� --j
CURB •� POS` - I
GR POINT C Rq/�yT CURB }
`R<<�rGRAOE GUTTER
I
POINTE ---------. ---I --)
POINT E C POINT P PLAN - - - - - POINT R
CASE F
N K WD K
CURB OPENING CATCH
�t a BASIN WITH GRATING (S) - - - - - - - -
AND DEBRIS SKIMMER
E w •� w
E WQ
=
03z�
- .-._.. ... ---
I II C
CURB GNB G�yoE I a POINT C STR,4i Hr CURB }
c
SZ `IP ( CURB OPENING CATCH BASIN R<<Ey SOF GUTTER
POINT B J WITH MANHOLE IN STREET - 1
POINTE
POINT P C (SEE SHEET 1) W
P_ POINT s
DIRECTION OF FLOW ,,-
�L CASE G2 ca
ss K W
O D K z0
z U
7
T OINTB PO I N -TC
(CASE E) FLOW LINE PROFILE (CASE F)
POINT B POINT C FLOW LINE
(CASE F AND G) CASES E, F AND G (CASE E AND G)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
MMIC
LOCAL DEPRESSIONS AT CATCH BASINS 313 -1
SHEET 3 OF 4
........ IAA-AAC�.�LE rrA". _T.
TOLL FREE -qqmmm"'-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIP77ON
RlZCO fW MANW 94 6
N+- K WD
US
zm r < CURB OPENING
E n CATCH. BASIN (S)
a � I
CURB POINT A 450 m DINT B
• � POINT C [,�
6 STR/{IGHT GRAD
R/OGE E
POINT E
\,-POINT F LO -A
a � -+--DIRECTION OF FLOW
PLAN
co
o am: N K WD
Z1 U
\_-POINT A POINT B POINT C
FLOW LINE PROR LE
CASE A
T N L-
W
C2 jr-
W CURB OPENING
U
E W �' CATCH BASIN (S)
Esq
W
s
�3zm
1 -
CURB POINT A O�
5
POINT E
w
0 POINT F
a . DIRECTION OF FLOW -►
Cu
Z N L-
T-
POINT
CURB
7OINTD&
GUTTER)
F
W
v
�c
�--DIRECTION OF FLOW
m
N z0
L
---•• ruin i n 9 ...... ..
FLOW LINE PROFILE flow LINE
CASE B
25 m (11 150 mm (61 25 mm (1') 150 mm (60) 25 mm (10)
M M M,G,OR VAR.
450 mm VAR.
50 mm � VAR. � VAR.
I CURB o 77. RIDGE' o
I FACE + H -- • �• VALLEY VALLEY
--j
D
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
CURB t
POINT D
l
✓r GUTTER
AT CATCH BASINS313-1
METRIC
� 1 � -
OF
SHEET 1 OF 4
B
W
POINT G
a
- ■ DIRECTION OF FLOW
7
\o
N
L
z
L
POINT D
FLOW UNE
CURB
7OINTD&
GUTTER)
F
W
v
�c
�--DIRECTION OF FLOW
m
N z0
L
---•• ruin i n 9 ...... ..
FLOW LINE PROFILE flow LINE
CASE B
25 m (11 150 mm (61 25 mm (1') 150 mm (60) 25 mm (10)
M M M,G,OR VAR.
450 mm VAR.
50 mm � VAR. � VAR.
I CURB o 77. RIDGE' o
I FACE + H -- • �• VALLEY VALLEY
--j
D
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREEtJBOOKCOMMITrEE
1984
AT CATCH BASINS313-1
METRIC
� 1 � -
REV. lass
SHEET 1 OF 4
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTE -
1 .
OTE: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 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 H, 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
ESPECTIVELY.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 MNT-
E SHALL BE SET H3 HIGHER THAN THE ELEVATON 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.
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 Irm (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
METRIC
MODIFICATIONS FOR SIDE OPENING Cp►TC� BASIN
LOCAL DEPRESSIONS AT. -C I- rCH BASINS,
313-1
SHEET OI~ 4
10+60.00 CL CB#1
15+33.33 CL CBJ
/
LOCAL DEPRESSION DETAIL (CASE B)
v� i vi i un.a»• nr.r
LOCAL DEPRESSION DETAIL CASE B)
1"- 10'
WHICH
�� BdM MftnTl� DOWMENT9 AS
A �ii��la.
DETAIL 'A' 1.65 m (5'-60) MAX _
CB REINFORCEMENT F � N, •Y' 525 mm (210) MIN.
PER STD. PLAN 300 _ 15M 0
JOIN N �• (lot�l �
v4 O 10'D EACH WAY
- OPENING PER
STD. PLAN 310
EXISTING
CULVERT � �..f/�2. E; �=f-
�300 mm (I2') MIN.
EXISTINGEo�R � LD
REINFORCEMENTk•� .
E^, iv� I ' 250 mm [IO') WIDE x 300 mm (t2')
JOIN � DEEP BEAM WITH 2-I5M (°4) TOP
0 �^ AND BOTTOM AND IOM +p 3D0 mm
OPTIONAL cry t� (x2 'a 12") TlES' OC
CONSTRUCTION t� [5M O E50 mm (*4 Q 10')
JOINT t b=750 mm
(2' -ti') MIN, I5M Q •256 mm (�4 Q ID')
WITH :300 mm •t42') BEND
lOOxiDDxYVl9 � CONNECTOR .PIPE
(4x4zWl3)(GALV.) .. ...
LENGTH = 'WIDTH 'Or- NOTES= -
OPENING PLUS 150 mm (60). UTILITY. LOCATION AND TYPE
80 mm (3') HEARING EACH END SHOWN ON PROJECT DRAWINGS.
SECTION
EXISTING OR NEW ID mm (1/4') R �-----•t.STEcL BEAM
REINFORCEMENT INSIDE FACE � 75 mm (31)
---
El OF CB E ISM Q 100 mm
15 mm (t/2')0 x 150 mm (6")NQ• c � -
(&4 P 4') OC
TVP. a• - 50 -mm (2'1 R
ANCHOR AT MtDSPAN AND --� 10 mm cum
Q 600 mm (241) CENTERS fl/4)
EACH SIDE ANCHORS MAY CONCRETE PIER
10 mm 100 rim O 300 mm
BE SHORTER ON BACKSIDE (9) (q) SUPPORTS. SPACE
OF REAR BEAM. SEE NOTE 7 (I/q') (4'012') AS .NECESSARY:
25 mm 100 mm MAX. 2.1 mt7' -0')
10 mm [3/e'7 EL
DETAIL 'A' SECTION X -X
CASE I .
• CATCH BASIN MODIFICATION.
WITH REAR CULVERT ENTRANCE:
AND / OR ENTRANCE PROJECTION •
STREET OR L.0 SURFACE INSIDE WALL WALL
00
J -A-
sSTEPS2D mm I3/4')!aGALVANIZED
E � (-- --- --� SAFETY BAR+'
E
t =750 mm (2'-6' I E
DI) m •
�
X.
OUTLET 0 a 100 mm� � EDGE Of I• 4- SLAB
FROM ALL b [4') � OUTLE i
DIRECTIONS �
UTILITY 75 mm } I L (_ '�' j I •I
1- t OUTLET
SECTION I -I
AG INST
E
UNDISTURBED V � coil ip 0 20 mm (3/q•) DIA. E q• *NOTE `
EARTH GALVANIZED � o -- SAFETY BAR SHALL BE
(IB•) 50 mm (2') - SAr=ETY BARS 2 20 mm (3/4') DIA. GALV..
OPTIONAL SUBGRADE g5[)h(nm HOT -ROLLED STEEL PER
MI
PLAN ASTM DESIGNATION A36M
SECTION (A36)
CASE CASE 3 --
CATCH
-
CAT AS1N MODIFICATION SAFETY BAR •FOR DROP
TO AVOID
EXISTING UTILITY OUTLET CATCH BASIN
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
paouulcA�l�vT;+e 111[OD1E[C1�TIOIVS FOR SIDE OPEItl[NV• STANDARDPi.AN
hlJ6L'CY/DRI�SThNt?hR7SiNC„ CATCH BASIN 314-21I
C�E'Ei�BOJtCOaANfT � tE
17D4
REV.:Q90 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEIGEi 1 OF
�reF
10+65.50 CL CB
115
STANDARD PLAN
• MGTRIC
• • 3��' - �
MODIFICATIONS FOR SIDE OPENING Cp►TC� BASIN
• .. -•
SHEL-7'2Or2
2
DA TE ENGR. CITY DA TE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/ 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.
MAP.Of
Prepared Under The Supervision Of TANA, CALIFORNIA
QFZ��IOi�r PREPARED /N THE OFF/CE OF
(NO►`�'gS s F� MADOLE AND ASSOCIATES, /N� STREET IMPROVEMENT PLANS
DRAWN B Y SCALE.•
No. 62183 � � 760-A S. ROCHESTER AVENUE CC/TN TRACT 16724 AS SHOWN
Exp: 9-30-0ONTARIO, CA 91761 DESIGNED BY ,= DA TE:
� 7 � PHONE X9091 937-9151 _ DE lL SHEET
s� �P CC MARCH 2005
FOF CALF O Dote CHECKED, B : AP O DRAWING NO. 7
RCE 6218 EXP. 9-30-0 Dn /��,`' l0 • /
ALLISON WAY
5.00' 6.00' 4.00' 6.00' 5.11 '
W=4 ; V=4.37'
CATCH BASIN ,�2
_LOCAL DEPRESSION DETAIL (CASE B)
10+65.50 CL CBJ4
W=10 ; V= 6.43'
V
W
OUU
51 :00
SALT PO/NT WAY
CATCH BASIN ,�4
_LOCAL DEPRESS/ON DETAIL (CASE A�
1 "=10'
; X5.00' 21.00' 6.00' 5.00' �
• CATCH BASIN ,�5
LOCAL DEPRESSION DETAIL (CASE A
RECORD
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBIF l�ii ANY OR.OMISSIONS
W=21 , V= 6.43'
NOTES , y • . .
1_ MODIFICATIONS ARE TO BE USED AS REQUIRED BY THE PROJECT .
DRAWINGS. ANY ADDITIONAL, CHANGES ARE -SUBJECT TO THE. -:;..-
APPROVAL
•:.•
. APPROVAL OF THE ENGINEER. •
•''"`•"' • 2: DETAILS NOT SHOWN'SHALL BE PER THE APPLICABLE CATCH..B,4Si.Di
.STANDARD PLANS. _ ..,�•'::�: '-:�s:;r �'
-•
Z. REFER TO THE PROJECT DRAWINGS .FOR DETAILS ()F THE UTILITY
•-•
AND CULVERT: '-
4. INTERFERING PORTIONS OF EXISTING CULVERTS SHALL BE..(jEMO.�/;F�- .•;•'..
• . ON A LINE NORMAL TO THE CULVERT CENTER LINE AND: A, PAR.TI�ON; •.,: `:',•;•
• • • •- OF THE CULVERT RECONSTRUCTED 11= REQUIRED. SA -W• Gt]TTl'NG��{ '''• "•
' SHALL 13E USED TO PROVIDE A NEAT' JOINT ON THE. EXPOSED., .
. • SURFACE AND TRANSVERSE STEEL 'SHALL BE RETAI1�lE1�:! ::`
' S. PLACE STEPS IN END WALL. OF CATCH SA$,IN UNLESS OTHERWISE
SHAWN.
6.:. WHEN REINFORCEMENT IS REOUfREJI BY STANDARD PLAN •309. ••ITS -�' . •
SHALL 16E PLACED T4 THE CONFIGURATION OF THE MODIFIED. BAS:I.M'•,' .
'
IF -ANGLE A EXCEEDS 459 THE SLOPING PORTION OF THE' INVERT'"•
SHALL BE REINFORCED AS THE REAR WALL. LENGTH' O;�' BARS' SHALL
BE INCREASED AS NECESSARY_ •
7. ELECTRICALLY WELDEd STUDS :15* mm x 200, mm (•I.1�2' x 8'), NELSON H�+F
OR EQUAL MAY BE USED IN LIEU- OF THE DEFORMED BAR ANCHORS.
IF THE TOP. SLABS OF THE CATCH BASIN• AND THE CULVERT ARE
NOT IN THE' SAME PLANE THE ANCHbRS bN, THE_CU��IERT 51f7E
SHALL BE OMITTED.
• �
' . • 8, THE FOLLOWING sTANCARo PLANS ARE INCORPORATED HEREIN..... ••
3Q0 CURB OPENING CATCH BASIN , •
- 34.8 MONOLITHIC CATCH BASIN CONNECTION ' - •
• ' .- 309, CATCH BASIN REINFORCEMENT .
310 CATCH eAS I N FACE PLATE ASSEMBLY _ . •
AND PROTECTION BAR '
3E2 CATCH BASIN MANHOLE FRAME AND COVER
835 STEEL STEP •
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC''AND ENGLISH UNITS• .
ARE NOT EXACT E[�UAL VALUES. IF METRIC VALUES ARE USED, ALL '
•'
VALUES USED FOR CONSTRUCTION SHALL BE METRIC' VALUES. ,EXCEPT ,
REINFORCING BARS SIZES IN ENGLISH UNITS MAY ISE SUBSTITUTED11*
FOR METRIC BAR slzEs. IF ENGLISH UNITS ARE USED..ALL. VAL_uEs
USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS..
e0.11tI1;RJCAN PUBLIC V1lIDRKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
BENCH MARK: 361 BASIS OF BEARINGS:
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THE BEARING OF NORTH 0770'13"
SPIKE /N NORTH FACE OF P.P. # EAST FOR THE CENTERLINE OF
1536697E AT SOUTHWEST CORNER OF CITRUS AVENUE, AS SHOWN ON
CASSE LINE AVENUE AND SULTANA
TRACT NO. 16568, M.B. 300/59-62
AVENUE.
WAS USED AS THE BA SIS OF
ELEVA 170N: # 1365.1 BEAR/NGS FOR THIS
STANDARD PLAN
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