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AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER
--------------
STAINOARD PIAN
PUM-10 �Pll ilAki 610 nim (24"") MANHOLE FRAME
ME RIC
I
AND COVER LOCKING TYPE 210-2
Mxi
-PEFFFICAT-5ONS FOR PUB0C WORKS coiTiiiiUcl-r6w"4 sm_ET 1 OF 2 i
-------------- — - — — ----- - MTH STANDARD S -------------
NO TES,
I THE 'CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
T H E ['I-ZAME AND COVPIR SHALL BE COATED Vill ASPHALTUM OR
BITUMINOIJS PAINT 41"TER TESTING AND INSPECTION,
3, COVERS: SHALL Sr CAST Vill THE LETTER Ili FOR STORM DRAINS.
AND "S°FOR SEWERS AND THE AGEN- - Y I DENTIFICATIONAN ACCORDANCE
'WITH INSTRUCTIONS FURWSHED BY 1HE. AGENCY, THE LETTER '0' OR
�S' SHALL BE APPROXIMATELY Cu MM (2 1/2*) HIGH WITH 13 rim ff/2')
LINE WIDTH AND PLAr—D IN THE CENTER OF THE COVER., ALI LETTERS
S H AL L BE
FLUSH WITH THE FINISHED SORFACE OF THE COVER.
4FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE
BOTTOM OF' THE ("OVER AND ON THE INSIDE THE FRAME.
5, IMPORTED COVERS AND FRAMES SHAI 1 HAVE THE: COUNTRY OF ow GIN
MAR K I N G, COMPLIANCE WITH FEDERAL RE-'GkJ
LATIONS.
6. WEIGHT OF FRAME SHALL BE 73 kq ri60POUNDS)WEIG,HT OF COVER
SHALL. BE 91 ke (200 POUNDS), ACTUAL WEIGHTS SMALL BE WITHIN
A RANGE OF 95% TO 110%.
T. THE MAN TOLE FR
P AME AND COWER SHA� L Biz' INSPECTED BY TI -111
RIOR TO
SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE III46tCAIED
BY THE AGENCY'S MARK,
6, 'THE PROOFN-LOADFOR TEST METHOD B OF THE STANDARD SPECIFI-
CATiONS IS 25.100 kg (55,300o POUNDIS),
9, COVERS FOR MANHOLES LSCA -ED la EASEMENTS. ALLEIII PARKWAYS AND,
ALL OTHER PLACES EXCEPi PAVED STREETS SHALL BE PROVIDED WITH
SOCKET SES` 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 Si SCREWS WITH
lCY MM (3/8"1 RECEc_,lSED HEX HEAD, ALL THREADS SHALL BE N.C.
I O,DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE 0 E NOT EXACT EQUAL VALUES. IF' 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' rNGIJ5H' UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTON SHALL BE tIENGLJSH UNITS,
..... _
AMERICAN PUBLIC WORKS ASSOCIATION -SOUT-H --- E --- R ---- N ---- C --- Ai'L"I"F'ORNIA CHAPTER
STANDAJ`�'(D PL&N
610 mm (24") MANHOLE FRAME
1
20-.2
AND COVER LOCKING TYPE
DIAL
BEFORE
YOU DIG
TOLL FREE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
..........
------ ....... .
-----------
.... .... ..
— - ---------------------------- 7-
. . . . . . . . . . . . . .
-15 16 17 18
FAITH STREET
EXISTING SEWER
PER CITY DWG. NO. 3182
SEE Siff 4
54'
27 27'
60 61
U-) 50
Mt
PROPOSED WATER BYERS ERS
LO
00
p II
0
rE
S
26
27
— — — — — — — EXIST RIW
31' SEWER) AND STORM
EASEMENT,,",--
CN CD ISABEL LAM
04 13 r
A. a
19
C14 N00*05'457E 209.94\j 1
10.0W"
Ix
PROPOSED 30" STORM DRAIN
PROPOSED 30" STORM DRAIN
PER CITY DWG. NO. 3277 10
PER CITY DWG. NOL_1/3277-,, /"x—x—x—x—,—x
FUTU,
PROPOSED R
BYO
X
x
LIJ
�FUTURE ST04,)
Q
DRAIN BY OTHERS
E 25 CN
L ao 00
PROPOSED LME ELE11ENTARY C-)
111) In LU
00 n q-
L>U< SCHOOL SITE,
00 to a -
Z n
+ + cz,
U) X �:: U-) 0 r+ 00 as
Uj Ch 11 -
in, 614�
12
BASIS OF BEARING&
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF
THE SOUTHWEST ONE QUARTER OF SECTION 36, T. I N., R. 6 W., SBB & M
BEING N00*06'54*E AS SHOWN ON TRACT 16085-1 RECORDED MAP BOOK 282,
PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY.
11EV== BEICAM DATE ENGR. CITY DATE
Prepared By:
S110= CONSTRUCIlli OF REQUOM BENCHMARK
PREPARED FOR:
10WWVEXEM Nff ffp-].Cv W17M
ALLARD ENGINEERING
TWO YEARS OF THE DAM OF MMVM YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
Civil Engineering -Land Surveying -Land Planning
10370 TRADEMARK STREET #1536697E AT SOUTH WEST CORNER OF
SHOWN HEREON' AND CARRIED FORTH IN A
BASELINE AVENUE AND SULTANA AVENUE 8253 Sierra Avenue
DUJGENT ]WARNER, THE CITY EiffifflEER MAY RANCHO CUCAMONGA, Fontana, California 92335
REQUIRE REVISIONS TO THE PLANS TO CA 91730 5 Fax (909) 356-1795
BRM TREK EM CONFORMANCE WITH (909) 477-6715 �= 5-13-03
CONDITIONS AND STANDARDS IN EFFECT ELEVATION.- 1365.01 David S. Hammer, R.C.E. 43976 Date
IiLECOILO vmo,wIP(J-5' 41Z160% a111011 (expires 6/311/2005)II
4
PROFILE
H-ORIZ: 1"= 40'
VERT: 1"= 4'
GRAPHIC SCALE
( IN FEET )
I inch 40 ft
CURVE DATA
I RADIUS
I LENGTH
TANGENT
A
1,09-54'24"1
200.00'
1 �34.58'
1 17.33'
CONSTRUCTION NOTES
Q__CONSTRUCT 48" PRECAST CONCRETE MANHOLE
RE SEWER,." PER CITY STD. DWG. NO. 112
THERS INSTALL 8" PLUG
10 CONSTRUCT 8" DIP SEWER MAIN
11 REMOVE EXISTING PLUG
1
@ 12
-- INSTALL MANHOLE FRAME AND COVER, LOCKING TYPE
PER APWA STD. 210-2
RECORD T)nrTTMENT
S.A
These Record Documents have been prepared based
r ` T on information Provided by others. The Design
(caProfessional has not verified the accuracy and/or
wNo.43976 M
Exp.. 6-30-09 Completeness of this information and shall not be
responsible for any errors or Omissions which may
c result
OF CFL
-Au
QROFE5S,o, -
0 * q
DRAWN BY.
No. 43976 m
AE
Exp. 6/30/05 DESIGNED BY.
1 C/V1L CHECKED BY.
FBF CAL\ 1DH
DATE
CITY OF FONTANA, CALIFORNIA. -
SEWER IMPROVEMENT PLANS
TRACT 16158 SCALE.
ELEJ(7M SCHOOL ESMPT DATE:
APRIL, 2003
—4
DRAWING NO.:
CITY ENGINEER R.C.E. 51152 31U 4
Filename: M:\DWG\15904\SEWER\ESMT\ESMT-SO2.DWC