HomeMy WebLinkAbout3878-3BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE � 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
v 6 - 13 mm
4 (1/211 RIBS
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PLAN OF COVER
TOP VIEW 4 1mm
125'4'1 DI& PLAN OF FRAME
572 mm LOT
(221/2") DIA. A. .`
32 mm n�
(1 1/4.) DIA, os -
.- M
642 mm (25 1/49 DIA. 648 mm (25 1/2')
a _ 22 mm
E fi E� ESC EM EM j 3 mm
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18 mm EN Ea\o
e m — '^ �, n / (I/8•) R. TYP. (3/4'1 19 mm £ E h _
n to a` m M n N N `r `� i 44 mm 11 3/4') 3 mm (3/4.1 'n r R.
E n/s•1 E
E „ ••-_ 1 VARIABLE �- m
11
603 mm (23 3/4•) -- 8 N Ea E ro (9
E M E ,,n 98 mm M - 610 mm (24.1
o I M Q c ( 7/B•) (3 7/8.) M
,n M _ 806 mm 131 3/4•)
SECTION A -A COVERy LUG
END VIEW SECTION B -B
60•
E iv E N
a) E 152 mm
s E
4 / 16 E m
� s� � (s 3/S•1 -r o S
25 mm
- (I•) HOLES 127 mm21 _ 5 mm
LOCKING GUIDE
's% 1\ SIDE VIEW C -C
16 m_ 6 mm
527 mm (20 3/4.) \ (5/8.1 38 1/mF
mm
(I
337 mm (21 1/81) � '
562 mm (22 1/8') ------
572 mm (22 1/29 E ------
641 mm (25 1/4•) E P
m�
PLAN OF COVER DETAIL OF NOTCHES
BOTTOM VIEW
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE 610 m m � 24") MANHOLE FRAME STANDARD PLAN
PUBLIC WORKS STANDARDS INC., METRIC
GREENBOOK COMMITTEE
1984 AND COVER LOCKING TYPE 210-2
NOTES
I . THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR
BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
3. COVERS SHALL BE CAST WITH THE LETTER "D" FOR STORM DRAINS
AND "S" FOR SEWERS AND THE AGENCY IDENTIFICATION IN ACCORDANCE
WITH INSTRUCTIONS FURNISHED BY THE AGENCY. THE LETTER "D" OR
"S" SHALL BE APPROXIMATELY 65 mm (2 I/2"} HIGH WITH 13 mm (1/2")
LINE WIDTH AND PLACED IN THE CENTER OF THE COVER. ALL, LETTERS
SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
4. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE
BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME.
5. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN
MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS.
6. WEIGHT OF FRAME SHALL BE 73 kg (160 POUNDS) WEIGHT OF COVER
SHALL BE 91 kg (200 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN
A RANGE OF 95% TO 11096.
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.
8. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFI-
CATIONS IS 25,100 kg (55.300 POUNDS).
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 AND TAP TWO HOLES TO A
DEPTH OF 25 mm (I") AT 90 DEGREES TO PICK HOLE AND INSTALL 19 mm
x 19 mm (3/4" x 3/4") STAINLESS STEEL SOCKET SET SCREWS WITH
10 mm (3/8") RECESSED HEX HEAD. ALL THREADS SHALL BE N.C.
10. 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 BAR SIZES IN
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
APWA STD. 210-c
N rs
ENGLISH UNITS MAY BE SUBSTITUTED FOR
METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SHALL BE ENGLISH UNITS.ME
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTArRRDCPLAN
610 mm (24") MANHOLE FRAME 210-2
AND COVER LOCKING TYPE SHEET
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
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
REC. DWG. STANDARDS IN EFFECT
neo QROFESS/pNq
� No. 024725 �
*
Exp. 12/31 /05
CIVIL
s
\ CF CPQ-\c�`�
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PyEPARED, IN
PART, ON THE BASIS OF INFORMATION Cr'i,�APILED AND
FURNISHED BY
r
20F2
RECORD DRAWINGS PREPARED BY
MADOLE_ d ASSOCIATES, INC.
OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENT'S AS
A RESULT THEREOF.
PIAN PREPARED BY:
VAN DELL APD ASSOCIATES, M.
CIVIL ENGINEERS
SURVEYORS LAND PLANNERS DRAWN BY: TWy/R
17801 CARTWRIGHT ROAD
IRVINE CA 92614 (949) 474-1400 DESIGNED BY:
TFE SUPERVISION OF*
'DJH
CHECKED BY:
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
SOUTHRIDGE VILLAGE SCALE:
M TRACT 17021 LOT 1 TO 19 D �• SHOWN
AN ARD LANS 06-06-05
&JWIAUT- DRG
DONALD R. GORDON R.C.E. 24725 DATE CI
BY: DRAWING NO.: 7--0�3878 1;/3
JGINEER R.C.E. 159
DATE: