HomeMy WebLinkAbout2508-10.tif�D+E TYP.
1► I
I► aPECIfItD � �' _
SYMMETRICAL _
ABOUT E (TYP.)
0000000000-111-e R
O�0 OQDOQQ �QQ NOTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B. 3/4" } (TYP.) W 1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHOWN.
00 0 oO cl1:3 OO O�O� 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM 2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANIZED AFTER
QOOOQ Q QQ Q OD OQ \. OR BITUMINOUS PAINT AFTER z
O O Q O Q O O TESTING AND INSPECTION. = PLAN FABRICATION. IF STAINLESS STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PLANS, THE
0 0 aC� O o II/2" 3. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS AND "S" FOR SEWERS AND THE 4 MATERIAL SHALL CONFORM TO ASTM A276, 300 SERIES.
O O O O QO 3. BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FLOOR OR SHELF.
� �CIQQ/���Q oa0� TYP. AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE TYPE 1 � � A
O n - LETTER "D" OR "S" SHALL BE APPROXIMATELY 2'/z INCHES HIGH WITH '/z -IN SECTION A - A 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF 1'/2" MINIMUM
C3 cl \ CH LINE WIDTH AND "�
Qn[]c3 --- - -- PLACED IN THE CENTER OF THE COVER. ALL LETTERS SHALL BE FLUSH WITH THE FINISHED =� a DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (6,000 PSI MIN.),
0 Q OQD SURFACE OF THE COVER. } NON -SHRINK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE.
O�O QQ �O 4. FOUNDRY IDENTIFYING MARK HEAT AND DATE SHALL BE CAST N THE ~ � \ � S O E BOTTOM OF THE COVER T
AND ON THE INSIDE OF THE FRAME.
5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE A D
WITH FEDERAL REGULATIONS. SIDE ELEVATION
IIIA b y 6. WEIGHT OF FRAME SHALL BE 260 POUNDS. WEIGHT OF COVER SHALL BE 175 POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. .9% r rn
\ I
b TYP. 7. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT
TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7 1/211 TYP.f.--
8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40,700 POUNDS. I" MIN. E D
9. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND ALL OTHER PLACES
EXCEPT PAVED STREETS SHALL BE PROVIDED WITH SOCKET SET SCREW LOCKING DEVICES. DRILL
��VER FOR 24 CLEAR OP -ENING FRAME BOTTOM PLAN OF COVER h
AND TAP TWO HOLES TO A DEPTH OF ONE INCH AT 90 DEGREES TO PICK HOLE AND INSTALL 3/4 -INCH
X 3/4 -INCH STAINLESS STEEL SOCKET SET SCREWS WITH 3/8 -INCH RECESSED HEX HEAD. ALL PLAN ,
THREADS SHALL BE N.C. TYPE 2 �.//Z"
AT#
" SYMMETRICAL ABOUT r
R-13 9/16
26/ 32" i 19/32" TY'P
Z
z L
0 -♦ INSTALLATION DETAIL
11/2" A
SIDE ELEVATION
3/4
" IBJ I 3/4" DIMENSIONS UNLESS .
TED
1/2 RAD. FILLETS TYP. 3/4" ON DRAWINGS OR STAONDARD PLANS THERWISE O FOR
SPECIFIC STRUCTURES:
SECTION A -A D=7"
3/164 S/32' S/d"
E=6" OR T-1" WHICHEVER IS LESS,
I/1' 13/64 7/i 5/324 MINIMUM E=3"
273/80 S =12" MAXIMUM, EVENLY SPACED
11/2"
EXCEPT S =16" MAXIMUM FOR
MANHOLES AND UNDERGROUND VAULTS
PLAN W =16" MINIMUM
EXCEPT W'= 14" MINIMUM FOR
3 3A46 TYPE 3 A MANHOL S AND UNDERGROUND VAULTS
I�, IM - - ----- -- 24" -- - I , '
3/4 L"
3SECTION THRU FRAME -�
A
DETAIL OF FRAME SIDE ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
24 -INCH MANHOLE FRAME AND COVER
630-1
1984
6301
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
24 -INCH MANHOLE FRAME AND COVER
SHEET 1 OF 2
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
STEEL STEP
635-1
1984
REV. 1992
6301
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
24 -INCH MANHOLE FRAME AND COVER
1035.60
1052.00
1046.00
SHEET 2 OF 2
25+56
F--5
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
STEEL STEP
635-1
1984
REV. 1992
"D"
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
--
,� G• ,,G STREET STA. "E"
CONSTRUCTION NOTESE BARS- ABOVE
�.�.
l2 CONSTRUCT CATCH BASIN PER APWA PLAN 300. 2 BELOW20 ENINGS
0
20 0 CONSTRUCT 24" RCP (1800 D)- V=6' I - 12" MIN. C BARS t x4 p I8" I
23 CONSTRUCT TRANSITION PER APWA PLAN 340, 20 P\��Q`� 3" R
(DELETE UPSTREAM MAIN LINE). ,°��°,� A ( A e a
1.5 � � 12"
12 h •
MIN. NOTES:
16
0 _ # 1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER -
U) 1
1 WISE SHOWN.
LU / ��� //, / •. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING
- 300+29.58 \ X E BARS -2 ABOVE a ' " AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR
2 BELOW OPENING_ OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING.
A 144 9D 18" 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET
Ix SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE
c Bags t CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES.
\O / A4(5 18" $14 0 12"
A=45* +; J �� 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
00 h
SECTION A -A (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN.
10+01.75 (B) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR
O PLAN GREATER THAN 110 DEGREES.
12" o o I ��.� �. CORNER CONNECTION
a >
w
Ld p G�
6 0D BARS- ABOVE
2 BELza
OW OPENING
PO
o r
+ W < 12 3" R 12"
EXIST. I 0 J A MIN. / MIN.
48 RCP ( a
S=2% CONST. 24" RCP
0800D) x0 "�
10.40 (F-4) O ,
9.13' (F-5) / 0 18"
\ ' C BARS
W ct 0
z�Oow
W
ELEVATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
"A"
"B"
"C"
635-1
SHEET 2 OF 2
"D"
STEEL STEP
--
,� G• ,,G STREET STA. "E"
CONSTRUCTION NOTESE BARS- ABOVE
�.�.
l2 CONSTRUCT CATCH BASIN PER APWA PLAN 300. 2 BELOW20 ENINGS
0
20 0 CONSTRUCT 24" RCP (1800 D)- V=6' I - 12" MIN. C BARS t x4 p I8" I
23 CONSTRUCT TRANSITION PER APWA PLAN 340, 20 P\��Q`� 3" R
(DELETE UPSTREAM MAIN LINE). ,°��°,� A ( A e a
1.5 � � 12"
12 h •
MIN. NOTES:
16
0 _ # 1. REINFORCING STEEL SHALL BE 1-1/2 INCHES CLEAR FROM FACE OF CONCRETE UNLESS OTHER -
U) 1
1 WISE SHOWN.
LU / ��� //, / •. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING
- 300+29.58 \ X E BARS -2 ABOVE a ' " AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCING STEEL FOR
2 BELOW OPENING_ OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING.
A 144 9D 18" 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET
Ix SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE
c Bags t CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES.
\O / A4(5 18" $14 0 12"
A=45* +; J �� 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
00 h
SECTION A -A (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN.
10+01.75 (B) ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESS THAN 70 DEGREES OR
O PLAN GREATER THAN 110 DEGREES.
12" o o I ��.� �. CORNER CONNECTION
a >
w
Ld p G�
6 0D BARS- ABOVE
2 BELza
OW OPENING
PO
o r
+ W < 12 3" R 12"
EXIST. I 0 J A MIN. / MIN.
48 RCP ( a
S=2% CONST. 24" RCP
0800D) x0 "�
10.40 (F-4) O ,
9.13' (F-5) / 0 18"
\ ' C BARS
W ct 0
z�Oow
W
c�Z7 mod x l u A
45° w
' 1 / wp z
. Z _j
m
v'� m PLAN
LATERALS "F- " 8r 7-5" PLAN v SIDE CONNECTION Q�oFESSIONgI
4 Oo �� �Pa NAZq F
CO
C � f~' C P I~' d I
.,
STRUCTURAL DATA
ELEVATION
STATION
LINE
"A"
"B"
"C"
"D"
"D"
"E"
F-4
1029.26
1035.60
1052.00
1046.00
10+17.66
25+56
F--5
1 1027.26 1
1033.60
1 1048.73
1 1042.73
1 10+16r.66121+.35
30" 6"
c�Z7 mod x l u A
45° w
' 1 / wp z
. Z _j
m
v'� m PLAN
LATERALS "F- " 8r 7-5" PLAN v SIDE CONNECTION Q�oFESSIONgI
4 Oo �� �Pa NAZq F
CO
C � f~' C P I~' d I
.,
STRUCTURAL DATA
B 1
C
BARS
DaE
BARS
B t
C
BARS
D81E
BARS
12 , 4 ..
`�
R
s
42" 7 1/2'
`°
w
15" 41/4
45" 73/4"
18" 41/2
48" 8"
21 " 5"
51" 9 1/2'
24" 51/4
54" 9„
27" 51/ ..
57" 9 1/q
30" 6"
60" 91/2'
33" 61/4
63" 10"
36" 61 "
66" 10 1/q
39" 7"
69" 103/ "
BM #613
72" il"
FOR 8 GREATER THAN 72" SEE PROJECT PLAN
v`.L., vl 11..L. -r vs -r DETAIL. I
CB #1 AT 21+38. 0
C B #2 AT 25+59.50 SCALE : I "= 4' ""-
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
W �oy4�
* Exp. 6/30/00
S� \P
qTF �'�'`'
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
MONOLITHIC CATCH BASIN CONNECTION
308-0
P R () F I I F
MONOLITHIC CATCH BASIN CONNECTION
1984
BENCHMARK
SHEET 1 OF 2
SHEET 2 OF 2
CITY OF
v`.L., vl 11..L. -r vs -r DETAIL. I
CB #1 AT 21+38. 0
C B #2 AT 25+59.50 SCALE : I "= 4' ""-
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
W �oy4�
* Exp. 6/30/00
S� \P
qTF �'�'`'
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
MONOLITHIC CATCH BASIN CONNECTION
STANDARD PLAN
308-0
P R () F I I F
1984
BENCHMARK
SHEET 1 OF 2
CITY OF
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SCALE :1"=4'
PLANS PREPARED FOR
REVISIONS ENGINEER T
BENCHMARK
gO4rLE
CITY OF
FONTANA CALIFORNIA
NO.
D A DATE:
APPROVAL ATE. APP L
BM #613
EnsineE/;pina
PUBLIC
WORKS DEPARTMENT
SIERRA AVE. AT MAIN DRIVE JURUPA
Lm Vail- r'I
FIESTA DEVELOPMENT, INC.
PARK TOP F.H. 1102.1 8
`
1501 QUAIL STREET P.O. BOX 3030
DRAWN BY:
PYH
SCALE:
AS NOTED
7072 GARFIELD AVENUE
NEWPORT BEACH, CALIFORNIA 92660-9020
DETAIL SHEETS
DATE:
HUNTINGTON BEACH, CA. 92648
(714)
/ 8 q
DESIGNED BY:
SN
(714) 842-5527
•476-3300
`1b
ELEVATION: 1102. 8
SHAHAB N ZARIE, R.C.E. DATE
(EXPIRES 6/30/00)
CHECKED BY:
S N
APPROVED: SS/Z-
�/'h CITY ENGINEER R.C.E. 25126
DWG. NO.
2508
SHT. NO.
1.10 of 19
W: \ FIESTA\ DWGS\ DETAIL 1. DWG