HomeMy WebLinkAbout1803-16•
� BACKWALL.
M ,
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STRUCTURAL DATA
WALL AND SLAB DIMENSIONS DOWEL DETAIREINFORCEMENT
L
AND REINFORCEMENT REQUIREMENT
MAX MAX fi fiF REQUIRED IN
W V FRONT REAR BOTTOM ENO
WALL WALL WALL
3.S 8' 6 6
1 !! • N R R
t Go 1 601 0 E
19' Sol 80 1 N U
I 4 6 � F 1
R
1� IE e ro FOR C E
iS M , R o
ev 1 )
W) PLAN
,
CURB OPENING CATCH BASIN
STD. 300-0
I
K WD: _ K
WN= CURB OPENING _ _--_-
W CATCH BASIN (S1 r
Ow ( I
C
---�
CURB P POINT B POINT C STRq/GH '� CURB 1
T a
VA�(fC940E GUTTER
POINTE PSN C (SEE SHEET 1)
W ASE
0:0 K WD K
=01W- CURBSIDE GRATING /CURB OPENING CATCH BASIN (S)
CATCH BASIN (S) WITH GRATING (S)
rw C (SEE SHEET 1) _ -----� _-
' P 1 POINT C Tq4 CURB 1
CURB GU TTER
POINT B
POINTE C
� •� POINT P PLAN POINT R '
t
AEF
WW K WD K
= U
W a CURB OPENING CATCH0: 0C
-- MswA....y.LL.Yy.,l.4..:.i •. •BASIN WITH. GRATING (S).:.- . ;4 ..wlied 1M3
+R�0`AND DEBRIS -SKIMMER"
F.---
N" I CNoo
I.
- -
CURB POINT C_/CURB
STR �GhT C
SPV'�. CURB OPENING CATCH BASIN c�FYR4Cie GUTTER
0, CURB E
I- �OINT1P - �. - _ _ WITH --MANHOLE IN STREET - - -- -,
T- -- -a
POINTE C (SEE SHEET 1) }
1,
POINT P- PQINT S
PLAN -- D114ECTION OF FLOW W
1
�� -""• CA I_j1111�w( Am
IX IX
2 CDA A 1 I I1 (� OR K z u
Z u r UPF_IJlt�t _ ,j
L_ 1f 1 P ' ^ T
T PD1 T POINT FLOW LINE
`(CAS (CASE F
POINT C(CASE F D•G)*' i . ,
. LINE PROFILE
CASES E, F AND G
AMERICAN PUBLIC WORKS ASSOMA.TIION Ca•ESO
{ FORD GRAPHIC
• JIT- ��
I FACE PLATE
� I ASSEMBLY 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
1 EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
CURB FACE + H AS IN THE BASIN. WHEN POURED MONOLITHICAl1Y, THE SIDEWALK SHALL BE PROVIDED WITH A
EACH�WAY WEAKENED PLANE ORA 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
r ' 4• R " STREET, GUTTER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
I Y � 1 � R SURFACE OEPRESISIOfr 1 ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO
I FACE � FLOW LINE EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
PLATE
I I -SCORING "�'• 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
I I I LINE I,It IL,I -3• R SHAPED BY PLASTERING.
� Y�IEXTRA *4 F , I `• R � -3'2 SLOPE 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
I MANHOSIDES
E fRAME � t app E1tL�(TYP) ' 1• CLEAR 1 � LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
I I
AND COVER � • 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL 8E THE SAME AS THE
L � • GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
I I I STEPS 4. DIMENSIONS: /� •
I
CATCH BASIN 1F B = 3 FEET 2 INCHES BATTER L� • 12 PER C/TY DF FDAITA/l/A .
1 MANHOLE FRAME I I
� AND COVER � •1 I , It � V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
39 R t VIr U- THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM ENO OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
4� MIN. 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES.
12 MAX. VI =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
I ��..-� _ INLET. NOTED ON THE PROJECT PLANS.
H =NOTED ON THE PROJECT PLANS.
W =NOTED ON THE PROJECT PLANS.
� `'� ►}- I � ; ., L A =THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
A, -STEPS � `OPTIONAL SUB(iRADE \ THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
I W CONNECTOR Pltllt 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PIANS. UNLESS OTHERWISE SPECIFIED,
B OR MONOLITHIC
901,
' --'� THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CATCH BASIN
, CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
_�-t _ •"f - I _ I " ._ \OPTIONAL ROUGHENED CONNECTION
R LINSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
CONST. JOINT ITYP.) INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
m 1 SECTION A - A CATCH BASIN BASIN WHENEVER ANGLE A' IS CONNECTION
70 DEGREES OR GREATER THANK PO DEGREES,
DOWEL (TYP.)� � 1 P 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 CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2.1/2 INCHES, ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
04
4 TYP.
NOTES:
SYMMETRICAL _
1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN. ArtOUT t (TYP.)
2. STEPS SHALL BE STEEL CONFORMING TO ASTM A 307 AND SHALL 8E GAIVANIZEO �
AFTER FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED 3
OIILHERN CALIFORNIA CHAPTER
STANDARD PLAN
313-0
SHEET 3 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
DOE
MRs
° t
C
MRs
DOE
WM
1: 4"
i0
=
•
42" 71/
,
'O
•
r
•
18' 41/4
45' 7 114'
IS' 41/=
4$' S.
51' e /
24' S1/
34' 9'
27' 31/
57" 91/j
30' G'
6o' 1
33 $ r/
a" 10"
3$'
K' 10 ;
39' 7'1
69' 1 to
72" 1 II'
FOR B GREATER THAN 72' ME PROJECT PLAN
,
CURB OPENING CATCH BASIN
STD. 300-0
I
K WD: _ K
WN= CURB OPENING _ _--_-
W CATCH BASIN (S1 r
Ow ( I
C
---�
CURB P POINT B POINT C STRq/GH '� CURB 1
T a
VA�(fC940E GUTTER
POINTE PSN C (SEE SHEET 1)
W ASE
0:0 K WD K
=01W- CURBSIDE GRATING /CURB OPENING CATCH BASIN (S)
CATCH BASIN (S) WITH GRATING (S)
rw C (SEE SHEET 1) _ -----� _-
' P 1 POINT C Tq4 CURB 1
CURB GU TTER
POINT B
POINTE C
� •� POINT P PLAN POINT R '
t
AEF
WW K WD K
= U
W a CURB OPENING CATCH0: 0C
-- MswA....y.LL.Yy.,l.4..:.i •. •BASIN WITH. GRATING (S).:.- . ;4 ..wlied 1M3
+R�0`AND DEBRIS -SKIMMER"
F.---
N" I CNoo
I.
- -
CURB POINT C_/CURB
STR �GhT C
SPV'�. CURB OPENING CATCH BASIN c�FYR4Cie GUTTER
0, CURB E
I- �OINT1P - �. - _ _ WITH --MANHOLE IN STREET - - -- -,
T- -- -a
POINTE C (SEE SHEET 1) }
1,
POINT P- PQINT S
PLAN -- D114ECTION OF FLOW W
1
�� -""• CA I_j1111�w( Am
IX IX
2 CDA A 1 I I1 (� OR K z u
Z u r UPF_IJlt�t _ ,j
L_ 1f 1 P ' ^ T
T PD1 T POINT FLOW LINE
`(CAS (CASE F
POINT C(CASE F D•G)*' i . ,
. LINE PROFILE
CASES E, F AND G
AMERICAN PUBLIC WORKS ASSOMA.TIION Ca•ESO
{ FORD GRAPHIC
• JIT- ��
I FACE PLATE
� I ASSEMBLY 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
1 EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
CURB FACE + H AS IN THE BASIN. WHEN POURED MONOLITHICAl1Y, THE SIDEWALK SHALL BE PROVIDED WITH A
EACH�WAY WEAKENED PLANE ORA 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
r ' 4• R " STREET, GUTTER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF
I Y � 1 � R SURFACE OEPRESISIOfr 1 ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO
I FACE � FLOW LINE EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN.
PLATE
I I -SCORING "�'• 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
I I I LINE I,It IL,I -3• R SHAPED BY PLASTERING.
� Y�IEXTRA *4 F , I `• R � -3'2 SLOPE 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
I MANHOSIDES
E fRAME � t app E1tL�(TYP) ' 1• CLEAR 1 � LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
I I
AND COVER � • 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL 8E THE SAME AS THE
L � • GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
I I I STEPS 4. DIMENSIONS: /� •
I
CATCH BASIN 1F B = 3 FEET 2 INCHES BATTER L� • 12 PER C/TY DF FDAITA/l/A .
1 MANHOLE FRAME I I
� AND COVER � •1 I , It � V =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
39 R t VIr U- THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM ENO OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
4� MIN. 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES.
12 MAX. VI =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
I ��..-� _ INLET. NOTED ON THE PROJECT PLANS.
H =NOTED ON THE PROJECT PLANS.
W =NOTED ON THE PROJECT PLANS.
� `'� ►}- I � ; ., L A =THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
A, -STEPS � `OPTIONAL SUB(iRADE \ THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
I W CONNECTOR Pltllt 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PIANS. UNLESS OTHERWISE SPECIFIED,
B OR MONOLITHIC
901,
' --'� THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CATCH BASIN
, CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
_�-t _ •"f - I _ I " ._ \OPTIONAL ROUGHENED CONNECTION
R LINSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
CONST. JOINT ITYP.) INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
m 1 SECTION A - A CATCH BASIN BASIN WHENEVER ANGLE A' IS CONNECTION
70 DEGREES OR GREATER THANK PO DEGREES,
DOWEL (TYP.)� � 1 P 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 CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2.1/2 INCHES, ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
04
4 TYP.
NOTES:
SYMMETRICAL _
1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN. ArtOUT t (TYP.)
2. STEPS SHALL BE STEEL CONFORMING TO ASTM A 307 AND SHALL 8E GAIVANIZEO �
AFTER FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED 3
OIILHERN CALIFORNIA CHAPTER
STANDARD PLAN
313-0
SHEET 3 OF 4
LOCAL DEPRESSIONS AT CATCH BASINS
r
DRILL AND TAP HOLE AND INSTALL 314-X 1.1/4" SMAINLESS
STEEL SOCKET SET SCREW WITH 38' RECESSEM HEX
3/4' DIA. P16K HOLE HOLE. ALL THREADS TO BE N.C_
. I
1/0 isDIAMOND MAT U�RE^ TQ%DN INSCRIPTION. ALL
ELITNIiTµ� LOCKING r. NO OTHER
KPOSEOI SIRRFACE1i �•
DEVICE
3"
/ II ,• 7/$• N TAIL IAO ON ► t
VV�TGeCE '
LOCfCING DEVICE
f I
1 ti 1n
Al �, , \ l 1 �► - "-
14• f/t --
4• PLAN
OCTAL '1• Mo WTSW VIA. Of' 0MR • 1/G'
«4�1, 4 1 1/$" ` -A 1 3
• •, I 22" DIA. VK"R 2■
• DETAIL'C" C ,1 d
.-� :. • • � ; •1 CLEAR OPENING p Q p Q
• • h Ir DIA. BLEAR OPENING
n
SECTION A -A 4 - -�
o a v 4 $
�Q d 'M 4
DETAIL "B"
/ OUTLINE WHERE •y •� N
RIB JOINS RIM
FINISHED SURFACE OUTLINE WHERE I `
RIBS JOIN
SAME ANGLE
3,1111 THROUGHOUT
GAP IN RIM OF COVER OPPOSITE PICK HOLE 11/4• Its'
BOTTOM OF MANHOLE COVER DETAIL T
NOTE64
1. FRAME AND COVER SMALL t[ GRAY CAST IRON, ,
2. WEIGHT OF FRAME SMALL SE 30 LB$, A 9 %. WEIGHT
OF COVER $HALL BE 100 LIS. IS %.
3. A FOUNOARY MARK $HALL BE LOCATI40 ON THE BOTTOM
OF THE COVER AND THE INSIDE OF THE FRAME.
CATCH BASIN
MANHOLE FRAME AND COVER
f�pFESSI��/��
u,
r
�7 No.115��
MRS- z ^O11M a
2 t1ELOw OPENING
I2' MIN. C MRS t N,0 N'
�I !' R
--A
A
A A
'y 12" '
• �' J - t
E BARS -2 ABOVE G, .
\� 2 BELOW OPENING .
A 04 • le'
STRUCTURAL DATA
° t
C
BARS
DOE
MRs
° t
C
MRs
DOE
WM
1: 4"
i0
=
•
42" 71/
,
'O
•
r
•
18' 41/4
45' 7 114'
IS' 41/=
4$' S.
51' e /
24' S1/
34' 9'
27' 31/
57" 91/j
30' G'
6o' 1
33 $ r/
a" 10"
3$'
K' 10 ;
39' 7'1
69' 1 to
72" 1 II'
FOR B GREATER THAN 72' ME PROJECT PLAN
C BARS 440 19' It 04012 -
SECTION A -A
ELACORNER CONNECTIONN
NOTES:
1. REINFORCING STEEL SHALL BE 1.1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER-
WISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING
AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR
OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2* INCHES CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET
SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE
CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES.
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN.
(8) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR
GREATER THAN 110 DEGREES.
CATCH BASIN CONNECTION
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS.
2. THE CURB FACE AT POINTS A AND 0 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 H, HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H4 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C. RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET He 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.
H, = NOTED ON THE PROJECT PLANS.
H,t = NOTED ON THE PROJECT PLANS.
H,, = NOTED ON THE PROJECT PLANS.
G - 2 FEET.
K - 5 FEET.
L = 6 FEET,
M = 4 FEET.
N - 5 FEET.
Wo - CATCH BASIN' W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES.
VN N K IEP L N
yr rw A' 1
KW
CURB OPENING ,�'•
CATCH BASINS) i -
N�� I I
POINT A _
CURB I POINT B POINT C T,Q POtNj 0CUR° ,
GUTTER1
P\OG T RARID, GRA
POINT E
POINT F A B POINT G W
�- DIRECTION OF FLOW PLAN DIRECTION OF FLOW
N K WO L N ---� u
L_�
� ' ---- 1 POINT � r
POINT A POINT 8 POINT C FLOW LINE
FLOW LINE PROFILE
CASE A
wW N L WD l N
v
►_• Q r s a
Waw CURB OPENING r
F i CATCH BASIN(S)
LA C
- CURB
CURB POINT A OF' POINT 8 POINT L SJq POINT D 8
-7- GAP 4jC,y i GUTTERI
POINT E
a s POINT F PLAN C POINT G49
LL DIRECTION OF FLOW DIRECTION OF FLOW 1L
NCO '
Z u
I it
T_
POINT D
POINT A POINT 8 ; POINT C FLOW LINE J
FLOW LINE PROFILE
CASE B
M I" 6" M I' 6' '•M, G, OR VAR. F -I -
VAR. '
VAR. VAR.1
2' off. RI 1: VALLEY
CURB :d. PGE` ;y.V•
�FACE tH49
4, _lv VALLEY -(♦
a:.
SECTION A -A SECTION B -B SECTION C -C .
LOCAL DEPRESSION AT CATCH BAS INS
/4"`(TY') ~ 14•MIN.04 r
FOR ON PLANS, THE MATERIAL SHALL CONFORM TO ASTM A 276, 300 SERIES.
3. UNLESS OTHERWISE NOTED ON DRAWINGS OR STANDARD PLANS FOR SPECIFIC a PLAN
STRUCTURES: TY_ "' b A a
D■7M -
W SECTION A-
E
E■6" OR T"-1" WHICHEVER IS LESS � alit
S■16" MAXIMUM, EVENLY SPACED A
1. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF. SIDE ELEVATION
S. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER Of E _
1 1/2" MINIMUM DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-
STRENGTH (6000 PSI MIN.), NON-SHRIM( GROUT. TYPE 3 STEP SHALL BE
CAST IN PLACE.
l..,16
PLA
Lf3LT
TYPE 2 � r' -►
L
SIDE ELEVATION • • •°• "
E - -
I" MIN. E
N
TYPE '• •�.
aN� -►
INSTALLATION DETAIL
A
SIDE ELEVATION
We to Designer • N I' Ik'Checkered R .Lg•r hO`t= ,ar' $8 IU}xpote4 corners
Redwood tomer used when (hero is no'pptsCfl,ty, of wheel roods otherwise use Type GCP ,h41 � � SIM x4'12` in �IdE�i ISR t1 13Kl
One mowall openings ton be vsM LDtotian and number os,ordered by tM fsEngineer, ►, _ ` 1"y 1 I�. Ntilltif r-1 -TSI
opertirq may be cop in Pipew n ---24•operon r9Fk rt1iC OFFIGIL or rRull't" PLUM
W• � '
CJ�oin u•uaan w
q w next -treated
✓'-__ I 4 WWI,coc.•cc-w uuo
1 b lug and Brackets P 10 Ctrs Max.
� •�`,, , oover,(See Nolo 10) : • 41,7'x k} Bent Plate "•„moo JULY 1, 1984
/ tales in bracket and
A A B 8 D , D 1,for lop 2'0 x II" I'-4" roil for 4•l' belts GENERAL. NOTES
anal 200 0°Iv•"°'Is ' Ip' Checkered R ' „ min. � 3 . I. Ladders Grid Steps -None required whert'H`k las Mon 30
1" hole n CSP $plrce drnc►,M on the _ cover torrvr,on to DETAIL F' indrs. WMrt'H'ia 30inches or mon, InatoM gepa•or fodder
Pbct pipe so hors o< SEE •- - urders�dt --' CSF and tont ppe �. 2 - Holes slotted with twat rung not more than 12 Inches above tM •flow
grate well be parallel with 3•x OfsTNI • " and highest rvrp not more than t2 irioAes below of W.
main surface flow �"Dart H 2"x 6" Redwood $5��,�
Typ T 36R Grote I / rich 2" �� tap pETAIL`f"I... 3- 9 .SEE R°d'"°°d a°"'er pin end of eyebolt ►g' 6" �, e � t � �IBoI = IThe 6stona between steps or rungs uniform the Se
+o*hall not exceed 12
-i yve 4" pETAIL"G' �•� well.Ploaatat�epsllweladderinthew011wit �le�th0��
' "Mem 0" Calk Seal T Weld•Eyebolts w/wosMrs � t �
J!!fl,
See Nde 11) mortar (�S�'anB B��2. Ladder mQy ba Constructed in one length of
o forparbm dtsgn). contractors option on RC.P. Riser.
Net ppe gESCTION 0-0IB`af4q'tieot-treoled 2x�g'�2iMoV'+5s'n GS.P. Riser, connect ladder splice plate tId•
dhoin (See tJok 10) Roils��Bothpp3TYPE OCP Or OCPI (See Nofe9)jointwncompress42'.
Field Jant xt„„SplicePIo1eLaericelate to be connected withobolts
WITHSTEELCOVERDETAILH'�PI'`l•Jwithdoue nutL �`;'•`'• '•"': ;• q�� !'�' L , 5. inlet pipet shall not protrude
Da •16` ' '� IIq'Checked R !g"x15"Mn' • • '' � into Dosin.
�--- � Slot 3ct'•21ta T- � t2•R\ as shown 6 Except for inlets used for junction boxes, basin.
,bin b CS. SECT ION A - A
SECTION B -B • � 3/"•ed Slru� s'� v (loon shall hove °minimum slope of 12=3 from
TYPE GMP '' r ' ' '• 3 • 4 all directions toward outlet pipe, and o
TYPE OCP or OCPI (See Note 91 71a' Hale ' " tree "°'et Ione 71 wood trowel rinisn.
- I � • • , I e rides w 0Steel rungs
WITH REDWOOD COVER in pipe (See Note l) 7 Golvanizinq- See Standard Specifications or
Special Provisions.
Grote •
2x:544Cost Slar Grote and ails and
x0'-2` g See 'Standard Pion " O77• A and D77.8 for
2� p,"ppe s�oDOKntrP'a Type 36R Squared and R wwasherMiscel loneousmlronDond Steel, weights of
nPlace � grme well be parallel 2'•11 ►` '
vnth mon surface flow 3'•0 E SECTION E• E 9 Desi�nofion of Type OCPI or OMPI Pipe Inlets
(See Section B•8 _ on pons indicates Trash Rocks ore to be furnished
11PPER PART OF for bottom design) DETAIL "G" //� m and installed on all aide openings.
�)� LADDER DETAIL
C C SECTION B -B �(� �1"r 10 Chain to be provided when specified'.
L3"x21 x "{.:--�36`C.SP Riser
n` Vd � II. Calk seal with pliable mixture of fond, portlond
Rivet Spot Web TYPE GCP weld 0064" Goly. Sleet i -
Rivets. Weld cement, and emulsified asphalt (Mixture of
w Tock Weld of Spot WITH GRATE 3• Plate Reinforcement (2 Read) I part Portland cemtnlr 3-5 parts Bond, and
(b points w better or TO`* YMe of � SECTION A -A IVZ parts SSI emulsified asph011. )
to C.S.P. 0-3:- 0` points a better �~ 1 3" weld o 109` Thickp Grill or Dost holes to suit 30 Steel slep,goM. , x
-Y, �
*167 hole in o^41e Steel mote Cover ori
♦ el grout step in place (See Not as I and 7) �• �• �•
SEE DE A1L'B" $10f Wx2. V4. Checkered R rVor 01' ,n shoulder location or I"# SteeHo
l step
DETAIL"A � T - - - - --L � Shoulder Step N (See Note I) y
(See Section A•A I NI
r Tockweld 6" tut piece of CSP around )_ 1 � , vi`• Bolts
am for
for bottom design) I% - �I Continuous Wel 36"CSP riser to provide double 1"
SECTION C •C ock web 18'd UI" I
•Omn thickness and additional support • T- in iJoNe: Galvanize after
heat •treated Cha T . under ring and prole, fobrlcation-(See 4 �"
TYPE OMP or OMPI (See Note 9) to rrome and Corer x Stob 1 .. To suiPlate t StNote ep )
WITH STEEL COVER � (see Note 10) •5x'' •" •,; ,� �. 36`CSF-0.109" Thick "pe +■'a 2(.l• x �'g' « I'-0` Hing
1� Rivels,Spot WeWw `�°. ,c�•
• ?F • Tod Weld of V8 points or better Max `
AC Dike
DETAIL "A" Diameter Bose grill Is holes in CP; cost or drill 1" hoes in
x Top AC. -Finish ".
' to , Dike Shoulder Line i • cant pipe for I/2'0 mOch. bolts, cul washers.
14' Checkered E: I "---L 6 l'�R Slot a44'x21,r4" � TYPE ODI wtidte � i 7" DETAILS OF TRASH RACK
-r 21 a Cover FOR PUMPING INSTALLATIONS
,y � 3t;' Rivets, Spot Weld or :
Pundt w/ __ Tock Weld of T -•�`• •• � USE INLET TYPE OCPI or OMPI
CM.P,
holes in orgk • � - _ - - � 1/8 points or bitter Pipe Ri9tr SECTION F -F R.C.P. RISER C.S.P. RISER STATE OF CALIFORNIA
Diameter Bose Modified 36R - DEPARTMENT OF TRANSPORTATION
_DETAIL "B" TYPE ODI BASE DETAIL FOR or36RxGrote
STEEL STEP
i
STATION POINt• ALL TIE DIMENSIONS SHOWN ,
' ON PLAN ARf TO THIS POINT� 1
• ' , _ ; . GENERAL _NOES ,
_ J.S. PER PLANS
• A A I. ANGIE,"Ar' MAYBE ANY ANGLE AS REQUIRED.
,' N � ; • 2. ELEVATION Of POINT A SHOWN ON PLANS.
SEG 3. POINT 8 SHALL BE PLACED I ' BE LOIN THE FLOW •
FOA C',M.P. � M %"--' l>,IAtE OF EXISTING DITCH UNLESS OTHERWISE
SPECIFIED ON PLANS, St -OPE TO 8E SET IN
't THE FIELD 9Y THE ENGINNER.
VARIES 4. THE •HEI(iF{T OF THE RISER SHAII. VARY AS.
� DETERMINED 13Y THE EIEM4TION OF POINTS
• LV PROTECTION BARS A 8t 0 OR 9Y THE TOP OF STORM. -DRAIN COt`D(XT
PLAN ' AND �LEVATION OF POtrfT B. 1
CORK. METAL BAND NO SCALE I 5 END SECTION MAY 8E ARMCO- STANDARD END
CONNECTOR -SEE NOTE 6 CORR. METAL 2-PC.
1 F90o L80W SECTION BETHLEHEM STEEL CO. FLARED
END SEC. FOR GM. P, 9�'.y�D - I E�� � FOR C.IvI,P,, OR DISTRICT -APPROVIrD
FLAW LINE
6. CORRUGATED METAL BAND CONNECTOR ISNOT
1 1 .
2y . REQUiWO FOR INLET SIZES 24 DIAMETER
OR IHSS. '
' 7. CONNECTION TO THE STORM DRAIN CONDUIT •
LT GROUND LINE
�0 SEE NOTE 9 � SHALL BE IN ACCORDANCE WITH THE
D CORK. METAL 3 -PC APPLICABLE JUNCTION STRUCTURE, TRANSITION
SLOPE =� PER FT. 2 WELD 401° ELBOWTRl1CTURE, OR MANHOLE
CONST. BERM TO HEIGHT -- --• J.S. PER PLANSZN. 8. 'ALL CORRAGATED METAL PIPE AND FITTINGS � �,�"�'
OF TOP OF INLET. - -• N 4 SHALL BE GALVANIZEDI C 0
CORK. METAL BAND 4r1 9 PUNCH HOLES IN .00RRAGATED META I. PIPE : ,. �
CONNECTOR w 4 AND WELD 3,/4 GALVANIZED BARS AT 6 0. C.
V)IN PLACE ACROSS OPENING
' iwuw)
Q r
a VARIES ( a t •
fXP•
CONC. COLLAR DROP. INLET �
420 - C- 2000 S C A L E
-
OR
STEP DETAIL ,PIPE INLETS Q75
` PIPE RISER CONNECTION • .
BETTER --
SECTION A -A
_ NO SCALE
APPROVED: .CITY OF FONTANA, CALIFORNIA