HomeMy WebLinkAbout3285-11NOTES:
1. ALL PARTS SHALL BE STEELI EXCEPT THAT END SPACERS MAY BE CAST IRON.
1
2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINGS SHALL BE
ASSEMBLED AFTER COMPONENT PARTS ARE GALVANIZED.
I
3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING.
4. ALL BOLT HOLES SHALL BE 16 mm(SIS-) DIAMETER,
5. ALL THREADS SHALL 8£ NATIONAL COARSE SERIES(NC),
6. CENTER SUPPORT ASSEMBLY REIOUIRED WHEN TWO OR MORE GRATINGS ARE SPECIFIED ON
PLANS, I
L x 1626 mm(64•) FOR CURBOPENING CATCH BASIN WITH GRATING(Sl AND DEBRIS
SKIMMER(STANDARD PLAN 301).
L = 1118 mm(44•) FOR CURB OPENING CATCH BASIN WITH GRATING(SHSTANDARD
PLAN 302). 1
L s 914 mm(36") FOR CURBSIDE GRATING CATCH BASIN (STANDARD PIAN 303).
L 914 mm(36`) FOR GRATING CATCH SAS IN-ALLEY(LONGITUDINALHSTANOARD
PLAN 304).
7. DIMENSIONS SHOWN ON THIS LAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES, IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION
- SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
31 RC
2
FRAME AND GRATING FOR CATCH BASINS
i
SHEET 2 Of 2
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.
OR RB FACE ADJACENT CURB
C NT ' MAL. CU 0 F THE A
THE CURB FACE AT POINTS B
AND C SHALLBE THEN
PLUS H {SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE !NO PAVEMENT REMODELING IS INDICATED THE ELEVATION OF THE
T F
OUTER EDGE OF THE LOCAL DEPRESSION SHALL_ MEET THE FINISHED STREET SURFACE.
i
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS Fi AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND : D, RESPECTIVELY.
i
THE ELEVATIONS OF POINTS P; AND R SHALL .BE SETH HIGHER THAN THE GUTTER' FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY. 2
1
THE ELEVATION OF POINT S SHALL sE SET HZ HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW ZINE,
A H ELEVATION OF POINT
GUTTER ADJACENT TO THE LOCAL DEPRESSION THE ELE TIO
WHERE THERE IS NO GU
E SHALL BE SET13 HIGHER THAN THE ELEVATION A7 THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H_: NOTED ON THE'PROJCT PLANS...
Hl - NOTED ON THE PROJiCT PLANS.
H2 - NOTED ON THE PROJECT PLANS.
CT
H3 P NOTED ON THE RODE PLANS.
NS.
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)
Wo - 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 1 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.
T CALIFORNIA
AMERICAN PUBLIC WORKS ASSOCIATION -SOU SOUTHERNCHAPTER STANDARD PLAN
METRIC x.
!--EDGES TO BE ROUNDED
TO TS mm 131 R
+A
J
•--R : 1 D
DFP R _
S U
150 mm (61
MIN.
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T CALIFORNIA
AMERICAN PUBLIC WORKS ASSOCIATION -SOU SOUTHERNCHAPTER STANDARD PLAN
METRIC x.
!--EDGES TO BE ROUNDED
TO TS mm 131 R
+A
J
•--R : 1 D
DFP R _
S U
150 mm (61
MIN.
4__
I
+C
i
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. _ ��� • ALL STEEL REINF. 15m
E
0100 mm (04 0 4.1 OC
DETAIL N PLAN
(RINGS AND COVER NOT SHOWN)
_PLAN
SEE NOTE 1
(SHAF1•.NOT SHOWN)
STREET GRADE- ....:.MANHOLE FRAME CONCRETE RINGSTR
S EET GRADE
AND COVER PER PER STD, PLAN 324 25 mm 1 25 nrr
S _T 0. PLAN 630 6r0 mm OMIT THIS STEP (5'111
(24*) IN PAVED STREETS RING SEAT
MANHOLE
�? a SHAFT 225 mm (9
PER STD. 400 mm (16") FOR
E PLAN 324 PAVED STREETS..
q 900 mm (3,-0-) 650 mm (2'-27 T.
o a STREETS FOR UN-
1 S mm PAVED STREETS -
�.:a I5 )
_
T 125 mm x 30 mm (5'x2•) PIPE SEAT
t mm 13')
o a T 1050 mm (3'-61) ROUND EDGES
OF INLETS
25 mm 15•) ROUND EDGES
x �
1~
610 mnl
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/
1
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. _ ��� • ALL STEEL REINF. 15m
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0100 mm (04 0 4.1 OC
DETAIL N PLAN
(RINGS AND COVER NOT SHOWN)
_PLAN
SEE NOTE 1
(SHAF1•.NOT SHOWN)
STREET GRADE- ....:.MANHOLE FRAME CONCRETE RINGSTR
S EET GRADE
AND COVER PER PER STD, PLAN 324 25 mm 1 25 nrr
S _T 0. PLAN 630 6r0 mm OMIT THIS STEP (5'111
(24*) IN PAVED STREETS RING SEAT
MANHOLE
�? a SHAFT 225 mm (9
PER STD. 400 mm (16") FOR
E PLAN 324 PAVED STREETS..
q 900 mm (3,-0-) 650 mm (2'-27 T.
o a STREETS FOR UN-
1 S mm PAVED STREETS -
�.:a I5 )
_
T 125 mm x 30 mm (5'x2•) PIPE SEAT
t mm 13')
o a T 1050 mm (3'-61) ROUND EDGES
OF INLETS
25 mm 15•) ROUND EDGES
x �
1~
610 mnl
•::: (24.1...
MI4G,TE(,OrTHE
123 mn ISI
STANDARD PLAN
TMETRIC
T'
1050 min 13'4.1
T
-
21-1
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SHEET I OF 3
15 mm
o
t/2•
L,
w1
>n
aQ
N
W L1
m0
az
4 w
'W
N
• tS mm
pJ INLET ELEVATION
APPLIES AT THIS SECTION C -G
POINT
SECTION A -A
STATION LINE-- 900 mm (3'-0')
200 mm (B')
1 ,
•�+rr Cts 11 " +? ��
, STEPS
T 450 mm (IS-) c s
01
15 mm 13') V0. )�
�2•110
100 mm 14.1 1 1 L -?T-200 -min 100 mm (41) Sj.Je CG'�\r�%'
200 mm (6') C�
200 n" (8.)
OPTIONAL BOTTOM - GRADE POINTS,
SEE NOTE 5
SECTION S -B
TABLE Of VALUES FOR M -(SEE NOTE U
SECTIONPAVED STREET I UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A P1867 mm 12'-10 1121 1 11060 m.n (3•-6.1
C -C I 282 - ("'1 1217 mm I8 1/21 1410 mm I161 1380 mm IIS•)
AMERICAN PUSUC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MI4G,TE(,OrTHE
MANHOI,.E PIPE (ONE ONE OR BOTH
STANDARD PLAN
TMETRIC
Im
MAIN LINE ID'S 825mm (33') OR SMALLER
21-1
I
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•
SHEET I OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
LOCAL DEPRESSIONS AT CATCH BASINS 313 - 1 (Rev. 3/29/99)
SHEET 4 Of 4
CONSTRUCTION NOTES:
13 INSTALL BICYCLE PROFF GRATES, TYPE 18-10, PER CALTRANS
STD. PLAN D778 (SEE SHEET 12) 1
H
A N L ._. WD
r
CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
o g CATCH BASIN (S) [ `O r'WITH GRATING (34
3 v - .- • C {SEE SHEET 1)
.. - CURB
CURB -y POINT A-"--'*"
POINT B I POINT C POINT 0 A
GUTTER'
POINTE Sr;ASG y �y St�YDE
POINT f D Ci -POINT G
PLAN
CASE C
Y t N . T.. K
~ `� w CURB OPENING CATCH BASIN WITH _ _ _
D /--CURB b ENING CATCH BASIN WITH
GRATING (S) AND DEBRIS -- -7 "" MANHOLE IN STREET
v $d SKIMMER
v 3ez(5 t r _
GURB t
CURB POINT A-/ POINT B I POINT C_/ RAlcyr POINT D CUTTER{
L C �
*1GNt 6�4OE STRAIGHT GRADE (tFy AOF
g(4 V*tib VALLEY
POINTE
POINT F POINT G
PLAN -DIRECTION OF FLOW
w
CASEDi co
tt lx
w
a cN K (CASE 0) yy t+------- .. N
D
z
c;> � L (CASE C)
LI1
1-
_\�
- POINT C POINT 0
POINT A POINT B (CASE CI
POINT C
FLOW LINE (CASE D)
FLOW LINE PROFILE
CASES C AND D
M 25 mm W) 150 mm (61
MANHOLE I M 2'9mm
OR FRAME OR VAR. W)
AND GRATING IF 40 mm VAR.
STRAIGHT ORO
e .4 VALLEY
FACE + H
Iic=•t= 7• m Y
T
•
I I �
MANHOLE OR
FRAME AND GRATING SECTION ESE
SECTION D -D'
i
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN .CALIFORNIA CHAPTER STANDARD
NOTES
1. WHEN DEPTH M FROM STREET. GRADE TO THE TOP OF THE BOX IS LESS
,
THAN T. FOR P STREETS -
N 86 mm 2 -t0 II2 0 AYE 5 EE S OR 10.60 mm 3 6 FOR
t ) D t ) 0
UNPAVED .STREETS.` CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. #"
'DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
_ LARGER VALUES OF M WOULD' REDUCE H IN SECTION C -C TO 1060 mm (3 -6 )
OR LESS.
2• - H (IN 'SECTION A --A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'),
T MAY PROVIDED THAT T
BUT BE INCREASED R ED HA HE VALUE OF M SHALL NOT
BE LESS THAN THE'MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
-
BE USED, FOR H (1N SECTIONC C) SEE NOTE !.
3. SHA 1. m 4- UNLESS OTHERWISE L LL E 2 ( 0 ? LES 0T ER ISE SHO N. MAY
8 W L 8E #N -
CREASED OR' LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THENGIN ER.
E E
4. T SHALL BE 200 mm t89 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-01 AND 250 mm 001 FOR VALUES OF H OVER 2.4 m (8'-00).
5. --STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTERLINE SHAFT. ELEVATIONS OF _ AR E SHOWN AT. CENTER LINE. OF
SHAFT` AND :REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6., REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 3OO(ASYM' A 615.
GRADE 40). AND SHALL TERMINATE -40 mm 0 1!21 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACE() AT SPRING LINE.
9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
DE
A LEVEL SEAT BUT SHALL NOT BE 'LESS THAN 200 mm (81.
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (I4") TO 375 mm (15") OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
=°AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PLAN
METRIC
313
LOCAL DEPRESSIONS AT -CATCH `BASINS
ID'S 825mm 33, OR SMALLER
SHEET 2 OF 4
NOTES
1. WHEN DEPTH M FROM STREET. GRADE TO THE TOP OF THE BOX IS LESS
,
THAN T. FOR P STREETS -
N 86 mm 2 -t0 II2 0 AYE 5 EE S OR 10.60 mm 3 6 FOR
t ) D t ) 0
UNPAVED .STREETS.` CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. #"
'DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
_ LARGER VALUES OF M WOULD' REDUCE H IN SECTION C -C TO 1060 mm (3 -6 )
OR LESS.
2• - H (IN 'SECTION A --A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'),
T MAY PROVIDED THAT T
BUT BE INCREASED R ED HA HE VALUE OF M SHALL NOT
BE LESS THAN THE'MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
-
BE USED, FOR H (1N SECTIONC C) SEE NOTE !.
3. SHA 1. m 4- UNLESS OTHERWISE L LL E 2 ( 0 ? LES 0T ER ISE SHO N. MAY
8 W L 8E #N -
CREASED OR' LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THENGIN ER.
E E
4. T SHALL BE 200 mm t89 FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-01 AND 250 mm 001 FOR VALUES OF H OVER 2.4 m (8'-00).
5. --STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT
CENTERLINE SHAFT. ELEVATIONS OF _ AR E SHOWN AT. CENTER LINE. OF
SHAFT` AND :REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6., REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 3OO(ASYM' A 615.
GRADE 40). AND SHALL TERMINATE -40 mm 0 1!21 CLEAR OF CONCRETE SUR-
FACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACE() AT SPRING LINE.
9, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
DE
A LEVEL SEAT BUT SHALL NOT BE 'LESS THAN 200 mm (81.
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (I4") TO 375 mm (15") OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
=°AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
"`SID
_
321 1
SHEET2 OF 3
MIANHOL PIPE TO PIPE O
_ � NE OR BOTH MAIN LINE _ °
�t
IDS 25(11-t17
8 3 OR SMALLER)
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
ID'S 825mm 33, OR SMALLER
SHEET 3 OF 4
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A MAIN LINE 825 mm t33) INSIDE DIAMETER OR LESS. (EXCEPTION N
-
IF THE MAIN LINE RCP
DOWNSTREAM F A
0 THE MANHOLE IS 900 mm
LE (36 1)
TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
w
825 mm OR E N
(33 LESS.) STANDARD P A
) D LAN 320 OR STANDARD PLAN 3 1
p 22 5
NOT APPLICABLE WHERE THE 'MAIN LINE CONDUIT IS LESS THAN 90
E Om m
(361 IN DIAMETER,
B. SEE SECTION A A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8')
THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM
THE END OF THE RCP. SHALL BE A MINMUM OF 150 mm t61,
C. IF THE SIZE OF THE T
C Z E LA ERAL IS SUCH THAT THE :ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE E E SOLUTIONS MUST
BE USED.
PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14 WHERE A MANHOLE SHAFT - 900 mm
(36) WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
I6.' WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329,
IT. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. 1F METRIC VALUES ARE USED. ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING
BAR 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.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT -- 900 mm (360) WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 num (361 WITHOUT REDUCER
630 610 mm (241 MANHOLE FRAME AND COVER
633 914 mm (361 MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERNRN CALIFORNIA. CHAPTER
STANDARD PLAN
METRIC
32.1_ '
MANHOLE PIPE TO PIPE �O NE OR BOTH MAIN LINE
ID'S 825mm 33, OR SMALLER
SHEET 3OF3
0 O REV. REVISION DESCRIPnON DATE ENGR, CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA
D�$ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��,ljRArA �r. ryr O.,o
o��W.WI(�/9� j DRAWN BY:
STORDRAIN PLAN
4:97SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �` `~J
TOLL FREE "-- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
3 No. 43179 R.C.E. 43179 EXP 3-31-04 TMC AS SHOWN
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 03-31-o4 * DESIGNED BY -r mvw
®� DATE:
`p�' CIVj\, ��� SS 5-31-02
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 0F CAS-�Fo� Date :31/3f o3 CHECK B APPROVED BY: �b�I
��'i � � DRAIIMING NO.:
STANDARDS IN EFFECT. WwW CITY ENGINEER R.C.E. 51152 DATE: 32$5 1