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W 9 m1281). V } 5, a ,mM') OR B : L2 M(4'1 SEE P004ECT PLANS
I
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLA1!1
WOWLGA33'ANE'A4RD
TMISY THE
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OPENINGCATCH ��w7IN
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CASE 'A', W=28'
1 CATCH BASIN #1 DETAIL
4 STA 10+76.06
NOT TO SCALE
P
2. ALL CARVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS., ANIS '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 I -L2 IA4M]A4tJ1t4.ANi3 1.3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS a PERCENT. 1N WHICkt CASE TILE LONUITUD-INAL SLOPE 4F THE FLOOR SHALL BE
THE. SAME AS tH.E &r EA GRADE. SLOPE FLOOR FROM AL., 6111 CTIONS TO THE 0U` LET.
a. DIMENSIONS:
B 19?SJ.1vtm13"2'1
Y 2 THE DIFFERENCE, Iff,1ELEVATIO4 SETWEEN THE TOP OF THE CVR.8 ANO TIRE INVERT OF
THE CATCH BASIN AT THE OUTLET w 1.35 m(4.51,
1_
'd U.= THE,01FI^ERENCE IN ELEVATION BETWEEN T'HIE TOP' RTIC THE' CURB ANDTFIE. INVERT AT
THEE UPSTREAW END OF THE BASIN. AND SHALL BE DETERAAI?lt[) 9Y T14E REQUIIYEIiNE-NT8I
OF NOTE $. BLIT SHALL NOT BE LESS THAN CURB (FACE PLUS 300 >Kpne (29.
Vi _ THE 01FF'ERENCE IN ELEVATION SEIWEEM THE TOP OF THE CURB AND THE INVERT OF
THE INLEt "67ED 'ON THE P 04ECT GLANS.
H NOTED ON THE PRCIJECT PLANS.
W)f NOTED ON THE PROJECT PLANS:.
A THE ANGLE. IN DEGREES, INTERCEPTED 1.3Y THE CEWTERLIN£ OF THECONNECTOR PIPE
AND THE CATCH BA IN WDLL TO WHICH THE CONNECTORPIPE 115 ATTACHED_
S.
6.
STEPS SHALL 8E LOCATED AS SHAWN. IFTHE CONNECTOR PIPE INTERFERES WITH.TST
L•
THEY SHALL BE LOCATED AT T14E CENTERLINEOF THE DOWNSTREAM END WALL. STEPS HAL
BE SPACE() 300 mm(12') APART. THE TOP STEP SHALL BE 175 Inm(7*1 BELOW THE TOO 7o THE
MAMACILE ANO 0ROJ1 CT 65 menf2-1 2'). ALL OTHER STEPS SHALL PROJECT 1310 mmt5.5;
7, DOWELS ARE REQUIRED AT LEACH CORNER 010 AT 2 m(7) ON CENTER (MAXIMUM) 114.( NG THE.
BAC.KWALL,,
6- THE F.OLLOW'ING:.STA1PiI#ARD PI A"S ARE INCORPORATED HEREIN,
3038 MONOLITHIC CATCH BASIN CONNECTION,
309 CATCHBASIN REINFORCEMENT
510 CATCH BASIN FACE PLATE ASSEmsLY AN6 PROTECTION, a.AR
$12 CATCH BASIN MAANliQLE FRAME AAO COVER
S35 STCEL STEP
06POLYPROPYLENE PLASTIC STEP
9. DIMENSWINIS SHOWN ON THIS PLAN FOR 11ETF'1iC AND E1+IGLISH L)NIT T
S !* NOT EXACT 1= L1A
O L
VALUES. if METRIC VALE¥Ea +ARE USED. ALL VALUES USED FOR 10DUSTRU TIONi SI#�IALL BE
IE`S
METRIC VALL. EXCEPT REINFORCING BARS S12ES 1N ENGL.IS14 UIIII'rS MAY'ISE SUBSTITUTED
FIOR METAtC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR COkS RUCTION
SHALL BE ENGLISH VNITS
RliWKICAN PHISLIC VM'QEiK 3 AI$SOCIATISJNI - SQUT# ERN CALIFORNIA CHAPTER STANDARD PLANT
300-2
CURB OPENING ATCH BASIN SHEET2Of2
C-0
CASE 'A', W=28'
2 CATCH BASIN #2 DETAIL
4 STA 11+59.99
NOT TO SCALE
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2 CATCH BASIN #2 DETAIL
4 STA 11+59.99
NOT TO SCALE
N
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POINT a
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AMERICAN PUBLIC WORKBASSOCIA.TION -SOUTHERN CALIFORNIA CHAPTER
I-
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aSEC
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AMERICAN PUBLIC WORKBASSOCIA.TION -SOUTHERN CALIFORNIA CHAPTER
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LOCAL DEPRE=$.S_;t0N
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AMERICAN PUBLIC WORKBASSOCIA.TION -SOUTHERN CALIFORNIA CHAPTER
rr n WWI!
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„
eNiTEE..
AT CATCH BASINS
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3138-1
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SHEET 1 OF'4
USE VWT11 &'TANDARD, SPECIFICATIONS FOR PUBLIC WORKS Gt0I1Is' RtiCTHM
OTE.,
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A-15, mm HALF 111 H1 RADIUS:
2; THE DL1R6 FACE AT PGJNTS A AND 1) SHALL, 8E THE VORMAL OtJ.RB FACE OF T14E ADJACENT CURB
THE CURS FACE AT POINT$ B AND C SHALL BE THE NORMAL CUIRS FACE OF 'T'14E ADJACENT CURE
PLUS H (SEE APPLICABLE CATCH 5AS04 STANDARD :PLAN).
3, IN EWSTING STREETS WHERE No PAVEMENT REMC [i1 L1N11 1 IJND'#Gi4TEl�, SHE ELEVATION OF THE
'OUTER ED OF THE LOCAL, DEPRESSION SHALL MEET THE FINISHED STREET SURIFAICE.
4. IN NEW STREETS, OR IN ExI5:Tt14G STREETS 'WERE PAVEMENT REMODELING IS INDICATED -
THE ELEVATIONS OF POINTS F AND G SHALL BE, SET iii HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTSPOINTSAk. ANI) 0, RESPECTIVELY.
THE E4EIVATJON$ F POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATION AT POINTS B AND iC; RESPECTIVELY.
THE ELEVATION Of POINT S WALL OE SET H2, ]HIGHER THAN THE ELEVATION AT 'T HE NEAREST
GUTTER FLOW LIFE.
WH1THERE 1S No quTT'ER ADJACENT TO THE LOCAL DEPRESSION. THE ELEVATION OF PGINT
E SHALL BF SET I3 HIG14ER THAN THE ELEVATION AT THE NEAREST TOE: OF CURB,
DIMENSIONS;
H .= t+UTED 014 THE P90JEC PLAINS';.
H, = NOTED ON THE OR Ci J.ECT I'LJtW,,
H;z _- NOTED OW THE: PROJECT PLANS,
HI3 - NOTED ON THE PROJECT PLANS...
G 600 mm (2 Feet)
K. m L5 In 0 Feet)
L M* 1.8 til (15 Feet)
M - 1.2 M (4 Feet)
N - A_5, rn (5 Feet)
W = CATCHBASIN: VV .rolf ON t%
Ci1iTCH1 BASIN OR DISTANCE BETWEEN EXTREME END '4`"IALL$
FOR MUTIPLE CATCH DAWNS,
THE THICKNESS OF THE LOCAL DEP ESSION SHALL. BE 200 min (8 INCHES).
6. DIMENStONS ,"xFtOWN ON THIS PLAN FIOR METRIC AND ENGLISH U I'n AAE MOT EXACTLY EQUAL
VALUES, IF METRIC UNITS ARS USED, ALL V,ALtJES USED FOR CONSTRUCTIGN SHALL DE MET I iC.
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SURSTRUTEO FOR METRIC
BAR SIZE„ :IF EMJiT;LESH 1lCdlTS ARE I?SED, ALL VALUES LIS€1,7 I`t CO1"!IS'fR:1eT"I€?Ft SHALL 9E ENGLISH
VALUES,
AMERICAN PUBUC WORKS ASSOCIATION _
- OUTHEMCALIFORNIAi CHAPTER STANDARoPLyH
w -TRIG I
i
LOCAL DEAR SSIONS AT " CATCH BASINS
8HEET4 OF 4. 1
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L
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-f• LO P7 OO MM _ 0N + 00 L0 MM ��
MI O00 1O N n 00 't O �cO O) O0mo rN �N
> CO (D O c0 O CO 1i N M N n N 1'•) N (0 M
M r7 M r') n M O (0 C0 CO O c0 O O O O 1`0
n
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t` N N Do D O N O
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r + M r M Ki
61
CASE 'A', W=14'
3 CATCH BASIN #3 DETAIL
4 STA 13+39.13
NOT TO SCALE
CASE 'A', W=28'
4 CATCH BASIN #4 DETAIL
4 STA 16+19.15
NOT TO SCALE
CASE 'A', W=21'
5 CATCH BASIN #5 DETAIL
4 STA 16+65.55
NOT TO SCALE
ZA RECOR1= 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 shall
not be responsible for any errors or omissions
c m be incorporated herein as a result
DATE
Filename: M:\DWG\12903\16009\STREETS\16009-ST-9.DWG