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31Z
A
�5M 0 300 mm(94CH21)
EACH WAY —
5 mm0/4")R-
mm �l _. LLJ 3.2
(4')R N SLOPE
S �20 P E
"'-FLOW LINE 75
FACE
___� __r DOWEL ZE'
PLATE (TYP. I E E E
SCORING
LINE---- 'CURB LINE +
w
z tF
2 EXTRA 15M(*4) STEPS
ON 2 SIDES OF
MANHOLE FRAME 100 mm
(41WN.
AND COVER
7— 300 mm 75 mm
CATCH BAS _:K112")MAX. (3-)R
MANHOLE F
AND COVER
I N
E'
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t 0
:rf,-
L
CC 4
L OPTIONAL SUBGRADE CONNECTOR PIPE
< OR MONOLITHIC
=z' Z__: Zt-: CATCH BASIN
2,n s CONNECTION
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0: Q-0
00
STEPS
SECTION A -A
E
too L--200 ""(S.)
cc
DOWEL (TYP.)---/ M:QD'
PLAN
J
PLAN
CORNER �_Q_NNECTION
A�
N
mm / /
Tl'2�_)_MlN\\ / �A
r75 mm (3') R.\,
P LAN
SIDE CONNECTION
STRUCTURAL DATA
E BAIRS-2 ABOVE a
CURB �OPENING — — — — — —
uj
E O�
2 BELOW OPENING
" uj
(2') CL�
>
t G BARS
C BARS
-15M 0 450 mm
(&4 0 181)
(3
300 mm (120) MIN.
T-
...................... -----------
_"�-75 mm (,3*) MIN.
-------------------------
G BARS
0
A 300 mm 021 MIN.
TYPICAL
t
Ll
FLOW LINE PROFILE FLOW LINE
BARS -2 ABOVE
2 BELOW OPENING
a
V,
UJ
<
N L w D N
CURB OPENING — — — — — —
7�
15M 0 450 mm
0 mm
15M 0 45 1 mi
0 uj
(s4 0 181)
(o4 0 180)—
CURB
POINI A—POINT D
POINT B POINT C &
U�T ER
C BARS
6
uj
0
<
< U-
POINT F POINT G
DIRECTION OF FLOW PLAN -—DIRECTION OF FLOW
SECTION
A -A
7\ --POINT D
POINT A POINT 8 PO NT C
_POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
---------------------------------
PLAN
CORNER �_Q_NNECTION
A�
N
mm / /
Tl'2�_)_MlN\\ / �A
r75 mm (3') R.\,
P LAN
SIDE CONNECTION
STRUCTURAL DATA
STANDARD PLAN
METRIC
308-1
SHEET 2 OF 2
FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
CURB OPENING CATCH BASIN REINFORCEMENT
E
E
CURB �OPENING — — — — — —
uj
E O�
5.0
" uj
(2') CL�
>
t G BARS
G BARSz�,-
50
(20) 0L.
TTER
GRAD
T-
...................... -----------
E�
E
LA
-------------------------
G BARS
0
POINT G _j U-
—DIRECTION OF FLOW -LAN <
—DIRECTION OF FLOW
TYPICAL
REINFORCEMENT DETAILS
::�POINT B13 POINT C POINT D
\\--POINT A
FLOW LINE PROFILE FLOW LINE
CAS E A
V,
UJ
<
N L w D N
CURB OPENING — — — — — —
7�
E Lu cc
E <
CATCH BASIN (S) — — — — — —
0 uj
.............
CURB
POINI A—POINT D
POINT B POINT C &
U�T ER
POINT
6
uj
0
<
< U-
POINT F POINT G
DIRECTION OF FLOW PLAN -—DIRECTION OF FLOW
0
N w D N z
7\ --POINT D
POINT A POINT 8 PO NT C
_POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
---------------------------------
50 mm —_VAR�
F_cURB
7— RIDGE
FACE+
VALLEY -
H E — VALLEY
F
Ln Ll
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THIE
FOR 6 GREATER THAN
1800
mm (721 SEE
PROJECT PLAN
AT CATCH BASINS
STANDARD PLAN
METRIC
308-1
SHEET 2 OF 2
FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
CURB OPENING CATCH BASIN REINFORCEMENT
0 mm (*4 0 60)
FOR V>3.5 m (12') SEE PROJECT PLANS
GRATING CA-rCH BASIN REINFORCEMENT
NOTES
L UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING
AND GRATING CATCHS BASIN SHALL TERMINATE 50 rrim (2*) FROM
FACE OF CONCRETE.
2� DIMENSIONS SHOWN ON THIS PLAN FOR METRIC, AND ENGLISH UNITS
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BARS SfZES 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
METRIC
CATCH BASIN REINFORCEMENT 309-1
SHEET 2 OF 2
REV. I REVISION DESCRIPTION
uj U,
E
E
CURB �OPENING — — — — — —
uj
E O�
5.0
" uj
(2') CL�
>
t G BARS
G BARSz�,-
50
(20) 0L.
TTER
GRAD
T-
POINT
E�
E
LA
E
G BARS
0
POINT G _j U-
—DIRECTION OF FLOW -LAN <
—DIRECTION OF FLOW
TYPICAL
REINFORCEMENT DETAILS
0 mm (*4 0 60)
FOR V>3.5 m (12') SEE PROJECT PLANS
GRATING CA-rCH BASIN REINFORCEMENT
NOTES
L UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING
AND GRATING CATCHS BASIN SHALL TERMINATE 50 rrim (2*) FROM
FACE OF CONCRETE.
2� DIMENSIONS SHOWN ON THIS PLAN FOR METRIC, AND ENGLISH UNITS
ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT
REINFORCING BARS SfZES 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
METRIC
CATCH BASIN REINFORCEMENT 309-1
SHEET 2 OF 2
REV. I REVISION DESCRIPTION
uj U,
K --f-,--- WD L N
�A
CURB �OPENING — — — — — —
uj
E O�
CATCH' BASIN (S) F - - - - - - -
" uj
B
=_I=NTA
CURB
PO CURB
POINT A---��
POINT B POINT C \—POINT D &
TTER
GRAD
P
POINT
E�
E
LA
Lu
POIN
<
POINT G _j U-
—DIRECTION OF FLOW -LAN <
—DIRECTION OF FLOW
0
N -------- --W ---------- L N 1 0
D
::�POINT B13 POINT C POINT D
\\--POINT A
FLOW LINE PROFILE FLOW LINE
CAS E A
V,
UJ
<
N L w D N
CURB OPENING — — — — — —
7�
E Lu cc
E <
CATCH BASIN (S) — — — — — —
0 uj
CURB
POINI A—POINT D
POINT B POINT C &
U�T ER
POINT
6
uj
0
<
< U-
POINT F POINT G
DIRECTION OF FLOW PLAN -—DIRECTION OF FLOW
0
N w D N z
7\ --POINT D
POINT A POINT 8 PO NT C
_POINT C
FLOW LINE PROFILE fLOW LINE
CASE B
25M (I") 150nim(6") 25 mm w) 150 MM (6") 25 mm Q")
IAII m M, G, 0 R VAR�--A__
450 mm VAR.—
50 mm —_VAR�
F_cURB
7— RIDGE
FACE+
VALLEY -
H E — VALLEY
F
Ln Ll
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THIE
LOCAL DEPRESSIONS
STANDARD PLAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE
lq64
AT CATCH BASINS
METRIC
313-1
REV.
1996
SHEET I OF 4
USE WITH STANDARD SPECIFICATIONS FOR P' RKS CONSTRGCTION
NOTE:
I � 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:
ELEVATIONS OF POINTS F AND G SHALL BE SET HI 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 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,
HI = 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)
IND = CATCH BASIN 'A/ 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 ENGUSH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
`15311`11�1 I'll, I STANDARD PLI
LOCAL DEPRESSIONS AT C CH BASINS 313-1
SHEET 4 OF 4
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN 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
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
D + E
SYMMETRICAL
ABOUT
-19 mm
3/4") DIA
TO P
END - TYPE
1, 2 OR 3
A W
83 mm
A
SIDE '�FrTnNl A -A
38 Trim
(1 - 1 /2")
38 mm N
(1 - '1 /2
MIN DIA
_1��l MIN BE
TYPE 1 TYPE 2
51 mm'�
(2")
TYPE 3
END DETAILS -&DE VIEW
25 rr
0 ")
T
— 17
S/2
S
INSTALLATION DETAIL
UNLESS OTHERWISE NOTED:
D = 175 mm (7")
E = 150 mm (6") OR T - 25 mm (1"), WHICHEVER IS LESS
MINIMUM E IS 75 m m (3 ")
S 300 mm (12") MAX, EVENLY SPACED
W 400 mm (16") MIN
FOR MANHOLES AND UNDERGROUND VAULTS:
S 400 mm (16") MAX, EVENLY SPACED
W 350 mm (14") MIN
AMERIGAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PRO.MULGATED BY THE STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOK COMMITTEE STEEL STEP
19B4 635-2
REV. 1992,1996
_d6E__MfP —STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF 2
NO . S:
1 . STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED
AFTER FABRICATION. UNLESS OTHERWISE NOTED, STEPS MAY ALSO BE
POLYPROPYLENE STEPS, STEEL REINFORCED, CONFORMING TO STD PLAN 636.
2� IF STAINLESS STEEL STEPS ARE REQUIRED, THE MATERIAL SHALL CONFORM TO
ASTM A276, 300 SERIES.
3. STEP ENDS MAY BE TYPE 1, 2 OR 3, AS SHOWN,
4. BOTTOM STEP SHALI BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF.
5. STEPS VVITH TYPE 1 OR 2 ENDS MAY BE CAST IN PLACE, OR PLACED
IN THE CENTER OF 40 mm (1-1/2") MIN DIA DRILLED OR FORMED HOLES AND
SET NTH HIGH STRENGTH NON -SHRINK GROUT, 4-0 MPc (6000 PSI) MIN.
STEPS WITH TYPE 3 ENDS SHALL BE CAST IN PLACE,
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. IF ENGLISH UNITS ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUT14ERN CALIFORNIA CHAPTER STANDARD PLAN
METRIC
STEEL STEP 635-2
SHEET 2 OF 2
Prepared Under The Supervision Of:
o� ESS o4, HENRY C. POOUIZ
p HP ENGINEERING, INIC.
114-65 CRESTVIEW ROAD DRAWN BY:
f Lo
REDLANDS--, CA. 92374
U 1 No. 37037 1 m CADD
(909) 799 97, FAX (909) 799-1508
Ex p 6-30-08 DESIGNED BY:
HCP
CHECKED BY:
A DATE
I_HE_NRY_ C. POQUIZ, RAY37037 H C P
CITY OF F0fIII,,JTANA, CALIFORNIA