HomeMy WebLinkAbout3277-4ATRACT 16158
FAITH STREET
54'
27' 27'
6'
IEXISTING SEWER PER
— i I 1CITY DWG. NO. 3182
F I Lo 50
aa, " PROPOSED WATER BY
001
49
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N o ISABEL LANE EXIST R/W
N TRACT BOUNDARY______.
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40
J, 26
27
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PROPOSED -SEWER PER i
f CITY --DWG. NO. 3182
STORM%L31' SEWER &
DRAIN
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44 PROPOSED LIME ST. ELEMENTARY o
TOLL FREE -qqmww- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
v� I SCHOOL SITE +
N
REVJSWON DESCEPTION
WIN
DATE I ENGR.I CITY I DATE
\ N,
;I 11 \ NN
�IaFUTURE .STORM DRAIN3
BY OTHERS
N
00
N
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT PLANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
- 10
GRAPHIC SCALE
0 20 40 80
UTURE SEWER BY OTHERS
( IN FEET )
1 inch = 40 ft.
160
CURVE DATA
QI RADIUS
I LENGTH I TANGENT
A
124-12'28"1 168.00'
1 70.98' 1 36.03'
CONSTRUCTION NOTES
12 INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN ON SHEET 1
15 INSTALL 30" RCP (1350-D)
16 CONSTRUCT MH PER APWA STD PLAN 321-1
20 INSTALL MANHOLE FRAME AND COVER, LOCKING TYPE
PER APWA STD. 210-2
NOTE
ALL CONSTRUCTION SHOWN ON THIS PLAN
SHALL BE DONE BY OTHERS IN FUTURE
BASIS OF BEARINGS:
BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF
THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 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.
BENCHMARK
PREPARED FOR:
YOUNG HOMES B.M. #361, SPIKE IN NORTH FACE OF P.P.
10370 TRADEMARK STREET 11536697E AT SOUTH WEST CORNER OF
RANCHO CUCAMONGA, BASELINE AVENUE AND SULTANA AVENUE.
CA 91730
(909) 477-6715
ELEVATION: 1365.01
2
LO
PLAN OF COVER
TCP VIEW AL,91
�m
t�CE E!4 4 O'k.13"'J
h -r `
f
a - COVER LUG
END VIEW
PLAN OF COVER
BOTTOM VIEW
0"5
ICE CTA€L
40�
or Re
? swnk 3 B 4 13°1
PLAN OF FRAME
SECTION -6
,O M Lj1QE
SIDE: 'VIEW CMC
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DETAIL OF NOTCHES
NOTES-
i, THE CAST IRON USED SHALL. CONFORM WITH ASTM A-48 CLASS 358.
, THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR
BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
I'+. 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: FETTER "10 OR
�S4 SMALL BE ;APPROXIMATE`1 Y 65 rim ( t/2'),HIGH WITH I r r (1/20)
INE WIDTH AND PL ACED IN TIDE CENTER OF THE COVER, ALL LETTERS
SHALL DE FLUSH WITH THE FINISHED SURFACE OF THE COVER.
FOUNDRY IDENTIFYING MARK, HEAT AND DATE SMALL BE CAST ON THE
BOTTOM OF THE COVER ARID DISI THE INSIDE OF THE FRAME.
k: 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 SE: 91 kc ( CIO POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN
A RANGE OF 96% -1"O 110%.
7. THE MANHOLE FRAME.. AND COVER SHALL BE INSPECTED BY THE; ENGINEER
PRIOR TO SHIPMENT :0 THE JOB SITE, .ACCEPTANCE WILL BE INDICATED
BY THE AGENCY'S MARK.
8, THE PROOF -LOAD FOR TEST I ETHOD B `3F THE` STANDARD SPECIFI-
CATIONS IS 25.100 kg (55,300 Pi UNDS),
COVERS FOR MANHOLES LOCATED IN EAGEME. ITS, ALLEYS. PARKWAYS AND
ALL OTHER PLACES EXCEPT PAVED STREETS SHALL_ BE PROVIDED WITH
SOCKET SET SCREW LOCKING DEVICES. DRILL ILL AND TAP TWO HOLES TO A.
DEPTH 0E 25 mm W) AT 90 DEGREES TO PICK HOLE AND INSTALL. 19 mm
X 19 fi'M i3/4* x 3/4*1 STAINLESS STEEL SOCKET SET SCREWS WITH
10 mrtrl (3/8") RECESSED HEX HEAD, ALL THREADS $HALL BE N,C,
10, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
AIRE NOT EXACT EQUAL. VALUES, IF' METRIC VALUES ARE USED, ALIM
VALUES USED FOR CONSTRUCTION SHALL E METRIA. VALUES„ EXCEPT
REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE. SUBSTITUTED FOR
METRIC. BAR SIZES. IF EI GLIS;H UNITS ARE USED, ALL VALUES USED
FOR CONSTRUCTION SMALL BE ENGLISH UNITS,
�Q��jFESSlpN�
Z
w ` No. 43976 m
a
Exp. 6-30-09 X
OFC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER _S i,ANDARDPLAN
1 -
AND COVER LOCKS TYPE T
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 56-1795
David S. Hammer, A.C.E. 43976 ate
(expires 6/30/2005)
RECORD DOCUMENT
These Record Documents have been prepared based
on information provided by others. The Design
Professional has not verified the accuracy and/or
completeness of this information and shall not be
responsible for any errors or omissions which may
be WA
herein as a result. ,
DATE
QROf ESS /0 CITY OF FONTANA, CALIFORNIA
oP S. ",14q, Fti� RANCHO FONTANA SPECIFIC PLAN
co DRAWN BY: TRACT NO. 16258-1 SCALE: „
=40
Z STORM DRAIN PLAN
m AE 1
No. 43976
Exp. 6/30/05 DESIGNED BY: _ LI1VE FROM STATION 6 TO 28+1U2DATE:
* * JR MAY, 2003
�9TFC / V I O��\P CHECKED B ED BY: DRAWING NO.: 4A
OF CALF F DH CITYENGINEER R.C.E. 51152 O 3277 7
Filename: M:\DWG\15904\STORM\16258-1\16258-1-SD04A.DWG