HomeMy WebLinkAbout3007-750
141
50 or vadable
R=2
A 2 - 200
EXTRACTED FROM
CALTRANS STD A 87
NOTES:
I. 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 ENOS MAY BE TYPE 1, 2 OR 3, 'AS SHOWN.
4. BOTTOM STEP SHALL BE A MAXIMUM OF 600 mm (2') ABOVE FLOOR OR SHELF.
5. STEPS WITH 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 WITH HIGH STRENGTH NON -SHRINK GROUT, 40 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 -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
635-2
STEEL STEP
STEEL STEP
SHEET 2 OF 2
D + E
RICAL
[19 rnm
/ ` ♦ (3/4") DIA
I
• �
TOP
ENO - TYPE
1,2OR3
5.3 mm
A
SIDE
38 mm
0 -1 /2")
38 mm
(1-1/2"D:=
MIN DIA ������15' MIN BEND
TYPE 1 TYPE 2
51 mm
(2")
TYPE 3
END DETAILS -SIDE VIEW
UNLESS OTHERWISE NOTED:
W
SECTION A -A
rT1
INSTALLATION DETAIL
D 173 mm (7")
E 150 mm (6" OR T - 25 mm (1"), WHICHEVER IS LESS
MINIMUM E IS 75 mm (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
S/2
AMERICAN
PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULOATn BY THE
PMC WORKS STANDARDS INC..
STEEL STEP
STANDARD PLAN
METRIC
GMENSOOKCOMMIME
200 mm (81) ISM O ISO mm (•4 O 61
635 - 2
IWAI
FOR V)3.5 m (121) SEE PROJECT PLANS
W
RBv. Ent, IM
SHEET t OF 2
USE HATH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BENCH MARK p
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST
CORNER OF FOOTHILL BLVD AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIAL TWO WORKING
RETURN OF PALMETTO AVE. occnoc "AVC` fl«nMC
320164 I TOLL FREE ��1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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.
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 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 19E SET Hs HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS,
H NOTED ON THE PROJECT PLANS,
HI = NOTED ON THE PROJECT PLANS.
Hz = NOTED ON' THE PROJECT PLANS.
H3- NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K = 1.5 m (5 Feet)
L - 1.6 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 mm (S 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
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
1.2 m (41)
SHEET 4 OF 4
K WD
In ---- -I
Iv i CURB OPENING I l - - - - - - - - _ - I I
� CATCH BASIN (S)
1I II
4- I --- -_- _-_--I
ILs-
CUR �. POINT B _ POINT C-
K
C I i
CUM
h B, 2..
Y4( 0f GUTTER r
T - POINT E PLAN -•- C (SEE SHEET ) )
CASE E
r K -W K
i CURBSIDE GRATING CUM! OFEM40 CAT04 BASIN (S)
CATCH I BASIN (S) = = _ V- Wm4 GRATING (31
C (SEE SHEET 1 I - -� -
`-� -_ ---
CURS Q,M1+O - - - I Pa1NT C - st't+�h CURB '
t
POINTS I------ ---I 1
C -
POINT E POINT P PLAN POINT R
CASE F
K WO K
CUR! OPENING CATCH _
BASIN WITH ORATING (8)
i i AND DEBRIS SKIMMER - -- - - -
I
4 C I ^__-- -I
CUR �,T,dE I POINT Ct CURB }
yt�'yN�C` ( CURB OPENING CATCH BASIN Y�(EY GUTTER
POINT ! -.I WITH MANHOLE IN STREET
POINT E C (SEE SHEET 1) W
POINT P - PLAN POINT s
CASE
DIRECTION OF FLOW � a
m
ac �e K WD K _�a
Z
7��
cAs FLOW LINE PROFILE " UE F' FLOW TLINE
POINT ! (CASE E AND G)
(CASE F AND G) CASES E, F AND G
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
1.2 m (41)
SHEET 3 OF 4
REV. REVISION DESCRIPTION DATE M. CITY DATE
4A�l WIN
n
a
> (Y1 CL.
G BARS
G BARS `
(2') CL.
�.
v
G BARS
n
TYPICAL REINFORCEMENT DETAILS
V
SIDE AND END
t WALL STEEL
G BARS
MAX.
1.2 m (41)
ISO mm (61) ISM O 250 mm 1+4 0 100)
2.4 m (89
200 mm (81) ISM O ISO mm (•4 O 61
3.5 m (121)
250 mm (10')l ISM O ISO mm (05 0 61)
FOR V)3.5 m (121) SEE PROJECT PLANS
""GRATING CATCH BASIN REINFORCEMENT
NOTES
I. UNLESS OTHERWISE SPECIFIED, REINFORCEMENT FOR CURB OPENING
AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (24) FROM
FACE OF CONCRETE.
2. 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
STANDAARRDIDPLAN
309-1
CATCH BASIN REINFORCEMENT
STANDARD LAN
SHEET 2 OF 2
FACE PLATE ASSEMBLY
TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
REAR WALL
G BARS
FRONT WALL`/ x/3� %--BOTTOM SLAB
(MIN.) r
.TYPICAL REINFORCEMENT DETAILS
CURB OPENING CATCH BASIN REINFORCEMENT
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
MAX.
CATCH BASIN REINFORCEMENT
STANDARD LAN
GReENwOKOOI.r.ustEe
C
309 -1
1N4
BARS
BARS
W
V
t
tf
BARS
BARS BARS
1050 mm (421) 190 mm (7 1/21)
BARS BARS
10
V
�
0
BARS
1MAX.
1 m
2.4 m
150 mm
ISO nal
1275 mm (511) 215 mm (8 1/2.1
600 mm (241) 140 mm (5 1/4')
1350 mm (541) 240 mm (9/)
675 mm (279 140 mm IS 1/21)
1425 mm (570) 240 mm (9 1/4.)
750 mm (SO') 165 mm (6•)
(3.6'1
(41')
16•)
16'1
r'
--'"
-
'-
""'
1 w
3.5 m
200 mn
200 ran
1800 mm (721) 280 mm (IN
FOR B GREATER THAN 1600 mm (721 SEE PROJECT PLAN
(3151)
(121)
16')
(41)
-
2 m
1.6 m
150 mn
Iso mn
(71)
161)
(8 1)
(611-
2 a
3.5 m
200 ran
200 mm
01)
(1211
(8.)
(81)
4 Irl
1.2 m
ISO mn
ISO mn
ISM O 300 an
ISM O 450 mn
11144
(411
(6•)
(60)
1*4 O Ir)
04 O 1811
-
4m
2.4 m
ISO mm
200 mn
ISM 0 300 mm
ISM O 450 ran
(141)
(81)
(61)
(11111)
-"
(M 0121)
04 O 18.140
3.5 m
200 iiIIiiot
250 mn
ISM 0 ISO mm
ISM O 430 ran
(1411
(121
(119
(101)
-"
04 O 61)
04 0 18.)
-
-
-
9 m
1.2 m
ISO me
ISO IBM
13M O 600 Mn
ISM O 450 mm
1291
1411
(61)
(64
(94 O 24•)
-
44 0 101)
--
9 m
1.50
ISO mn
200 am
ISM O 600 mn
ISM 0 4SO mn
1281
151)
(61)
(811
04 0 241)
-
4•4 0 181)
-
9 m
1.8 m
ISO tan
200 mR
ISM 0 450 mm
ISM 0 450 mm
(28')
1611
1 (61)
(61)
11.4 O 1811
-"-
'"-
"'
04 0191
9 M
1.10
200 WA
200 ran
ISM O 423 MI
ISM 0 430 mm
(281)
(711
(81)
(81)
414 0 171)
-
"'-'
4#4 0 18.1
-`
9 on
2.4 m
200 MR
200 mm
13M O 325 Ian
15M O 450 mn
(281)
(81)
(01)
(01)
4*4 O 131)
'""-'
""-
"�
4.4 O tol
-'
9 m
2.7 m
200 mn
230 mm
ISM O 375 mm
ISM O 450 mn
(281)
(91)
(81)
(1011
44 0 1511
(94 0 181)
-
9 m
3.0 m
200 mm
230 mn
ISM O 300 mm
ISM 0 430 mn
(201)
DO,)
(01)
(101)
(04 0 Ir)
04 0 161►
8 m
3.3 m�0
0
230 mm
1514 O 375 mn
ISM O 250
ISM 0 450 mn
IS M O 450 mm
(281)
111'1
(!1) s,
(10.)
(05 0 1S•)
--
04 01011
(04 O 141•)
(04 O 180)
4 on
3.5 inj
200 mm
250 rtrsl
20M O 430ISM
0225 mm
ISM O 450 mn
ISM O 450 mn
(241)
(121) 1161
(101)
06 0 141.1
""-'
104 0 91)
(04 0 lel)
(e4 0 lel)
FOR W s 9m (281 OR B > 1200mm (41) SEE PROJECT PLANS
CURB OPENING CATCH BASIN REINFORCEMENT
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PUKX PROMULGATED ►� MWC
CATCH BASIN REINFORCEMENT
STANDARD LAN
GReENwOKOOI.r.ustEe
C
309 -1
1N4
BARS
BARS
REV. Im
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
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
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
�o
D QROFE. SIONq�
T UTjI F�Gi
LO
NO. 30171
EXP MAR 31, 2004
JI C/V
9lF OF CAI-�Fp�
` 13-TRUCTURAL DATA
STANDARD PLAN
METRIC
308-1
C
DOE
SHEET 2 OF 2
C
DOE
B t
BARS
BARS
B 1
BARS
BARS
300 mm 02') 115 mm (4')
d
v
o
K'
.,
n
'.
a
1050 mm (421) 190 mm (7 1/21)
O
;
E
E
c
n
0
10
V
�
0
375 mm (154 115 mm (4 1/4.1
1125 mm (451) 190 mm (7 3141
450 mm (181 115 mm (4 1/21
1200 mm (4811) 215 mm (B•)
525 mm IV') 140 mm (51)
1275 mm (511) 215 mm (8 1/2.1
600 mm (241) 140 mm (5 1/4')
1350 mm (541) 240 mm (9/)
675 mm (279 140 mm IS 1/21)
1425 mm (570) 240 mm (9 1/4.)
750 mm (SO') 165 mm (6•)
1500 mm (60•) 240 inm (9 1/2•)
825 mm (331) 165 mm (6 1/41)
r'
1575 mm (636) 260 mm (100)
E'
900 mm (36.1 165 mm (6 1/21
1650 mm (661) 260 mm 110 1/41
975 mm (39.1 190 mm (79
1725 mm (691) 260 mm (10 3/41
1800 mm (721) 280 mm (IN
FOR B GREATER THAN 1600 mm (721 SEE PROJECT PLAN
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (1-1/2') CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE 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 50 mm (21 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 75 mm (31.
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN,-
(A)
HEN=(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm (30.11 IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
5. 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 CONTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
308-1
MONOLITHIC CATCH BASIN CONNECTION
STTRAP` '
SHEET 2 OF 2
-- E BARS -2 ABOVE a
;,,BELOW OPENING
C BARS I5M 0 450 mm
7300 mm (121) MIN.
�--75 mm (3-) MIN.
:e
/ A 300 mm (120) MIN. 0
BARS -2 ABOVE O
2 BELOW OPENING
15M 0 450 mm 15M O 450 mm
04 0 161 (94 0 181)
C BARS
q SECTION A -A
PLAN
CORNER CONNECTION
1/0
0 BARS -2 ABOVE O
2 BELOW OPENING
MM (3•) R
t --
ISM O 450 mm
\\ (•4 O 181)
C BARS
F 1
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMMUTED BY Im
MONOLITHIC CATCH BASIN
STTRAP` '
PUSIX VVORKS PAMMM6 W...
cREENBO1 COMMPTTEE
/
CONNECTION
308 -1
04
REV '„6USE
SHEET 1 OF 2
R PUBLICK CONSTRUCTION
PREPARED UNDER THE SUPERVISION OF:
TUTTLE ENGINEERING
Civil Engineering Surveying
Land Planning Improvement Design
800 E. LUGONIA, AVE., SUITE K (909) 798-6785
REDLANDS, CA 92374 FAX (909) 798-1343
all v �. !- Z 4- 0 2
WARREN D. TUTTLE R.C.E.30171 DATE
C9
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
DRAwNWDT SCALE. 1"=40'
DESIGNED BY: DETAILS SHEET 2 DATE:
WDT100� SEP 19, 2001
CHECKED BY: APPR BY: !s DRAVANG NO.: 7
TWs /rt 3007 7
CI ENGINEER R.C.E. 51152 DATE: