HomeMy WebLinkAbout3856-117+00
7+48.31
EXI ST. MANHOLE NO. 2
PER DWG. NO. 2492
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EXIST. MANHOLE NO. 3
PER DWG. NO. 2492
OFFSITE SEWER
N BASIS OF BEARINGS LEGAL DESCRIPTION:�, �, C '4�
01 BEARING ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTI �� v�'% �2
THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP OF THE NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST,
af 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
I- AS SHOWN ON AMENDING MAP OF TRACT NO. 137501 SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. m
.41 83 m
FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH .03/31/1
66, INCLUSIVE, IN THE OFFICE OF THE COUNTY
3 RECORDER OF SAN BERNARDINO COUNTY, Sj,9 CIv j%,
BEING NORTH 00'30'24' WEST.111*1
01
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BENCH MARK: REV. REVISION DESCRIP
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph- (951) 279-3000
Fax (951) 279-2100
DATE I ENGR. I CITY I DATE
•r•tl
t
-f--( l 0226-091-41
CIL M.H. NO. 29
11+53.55
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PK (714) 630-1626
Fax: (714) 630-1916
CONSTRUCTION NOTES
OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
O6 CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE,
BEDDING PER DETAIL ON SHEET 1.
8O SAWCUT/REMOVE AND REPLACE EXISTING DRIVEWAY.
10 INSTALL LOCKING TYPE MANHOLE FRAME AND COVER
PER A.P.W.A. STD. 210-2 PER DETAIL HEREON.
GRAPHIC SCALE
40 0 20 40 80
lot = 40'
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.
SEAL -ENGINEER
o Q9. F ESS/0 .4
W
NO. C041983
EXP. 3/31/06
s� CN1\- �P
9TF OF CAS-\F��
A
I . SLO
Bl
PLAN OF COVER
TOP: VIEW 4
(25 1/4.1 DIA.
572 mm LOT
(221/2'101A. .\
32 mm N
(1 1/4.1 DIA. m -,
642 mm (25 1/4•) DIA.
22 mm
E E� E� '� E / 13 MM
a� -
to "> E n I (1/8•) R. TYP.
N =^ m �? .n�+ N N �o .. _ Jr 44 ears 11 3/41)
0
EE mwo
603 mm (23 3/4•)
E� �-
0 v =
m - '^ a
SECTION A -A COVER LUG
END VIEW
PLAN OF COVER
BOTTOM VIEW
m
OLES
3EE DETAIL I
OF NOTCHES
PLAN OF FRAME
648
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
A O
PLAN
METRO
+mEEE
ANt COVER LOCKING
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
D0
.TYPE
REV. 1996
CD
i
INTERSE011ON OF SUMMIT AVE. AND CHERRY AVE. AT THE
an =
o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
SECTION B -B
cy
N Ecu
Eon
co _- _ 152 mm'an -1
m �Nn
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
o S
127 mm I25 mm
-
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
SIDE VIEW C -C
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
YOU DIG YOU D I G
ED
MWDSC 3 INCH BRASS DISK STAMPED '33A 19921.
TOM FREE 1-800-227-2600
o
NAVD 88 -1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT//\
I R�Gc��D 02�u//IVC
OWNER/DEVELOPER
Centex Homes
1265 Corona Pointe Court
Corona, CA 92879
Ph- (951) 279-3000
Fax (951) 279-2100
DATE I ENGR. I CITY I DATE
•r•tl
t
-f--( l 0226-091-41
CIL M.H. NO. 29
11+53.55
SOIL ENGINEER
ALBUS-KEEFE and ASSOC., INC.
1011 N. ARMANDO STREET
ANAHEIM, CA 92806
PK (714) 630-1626
Fax: (714) 630-1916
CONSTRUCTION NOTES
OCONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER
CITY OF FONTANA STD. NO. 112.
O6 CONSTRUCT 8" DUCTILE IRON PIPE SEWER LINE,
BEDDING PER DETAIL ON SHEET 1.
8O SAWCUT/REMOVE AND REPLACE EXISTING DRIVEWAY.
10 INSTALL LOCKING TYPE MANHOLE FRAME AND COVER
PER A.P.W.A. STD. 210-2 PER DETAIL HEREON.
GRAPHIC SCALE
40 0 20 40 80
lot = 40'
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.
SEAL -ENGINEER
o Q9. F ESS/0 .4
W
NO. C041983
EXP. 3/31/06
s� CN1\- �P
9TF OF CAS-\F��
A
I . SLO
Bl
PLAN OF COVER
TOP: VIEW 4
(25 1/4.1 DIA.
572 mm LOT
(221/2'101A. .\
32 mm N
(1 1/4.1 DIA. m -,
642 mm (25 1/4•) DIA.
22 mm
E E� E� '� E / 13 MM
a� -
to "> E n I (1/8•) R. TYP.
N =^ m �? .n�+ N N �o .. _ Jr 44 ears 11 3/41)
0
EE mwo
603 mm (23 3/4•)
E� �-
0 v =
m - '^ a
SECTION A -A COVER LUG
END VIEW
PLAN OF COVER
BOTTOM VIEW
m
OLES
3EE DETAIL I
OF NOTCHES
PLAN OF FRAME
648
mm 125 1/2.1
I
610 m m (24») MANHOLE- FRAME. -
PLAN
METRO
+mEEE
ANt COVER LOCKING
�hm
1"^ 193/4.1'1 (34/4
_
.TYPE
REV. 1996
CD
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
VARIABLE -R3971e
an =
E "
E m 8mm in610 mm(24.1 mm5
7/8.1 .1 M
806 mm (31 3/4'1
SECTION B -B
cy
N Ecu
Eon
co _- _ 152 mm'an -1
m �Nn
E m
o S
127 mm I25 mm
LOCKING GUIDE
SIDE VIEW C -C
DETAIL OF •
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATESTANDARD
D BY THE
I
610 m m (24») MANHOLE- FRAME. -
PLAN
METRO
PUBLIC WORKS STANDARDS INC.. .
GREENBOOKCOMMITTEE
ANt COVER LOCKING
210 - 2
.TYPE
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
N. T. S.
NOTES:
I. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATEDWITH ASPHALTUM OR.
BITUMINOUS PAINT AFTER TESTING AND INSPECTION.
3. COVERS SHALL BE CAST WITH THE LETTER "Dm FOR STORM DRAINS
AND "S' FOR SEWERS AND THE AGENCY IDENTIFICATION AN ACCORDANCE
WITH INSTRUCTIONS FURNISHED BY THE. AGENCY.- THE.LETTER "D" OR
"S" SHALL BE APPROXIMATELY 65 mm (2 1/2") HIGH WITH 13 mm (1/20)
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`Xo TO 110%.
7. THE MANHOLE FRAME -AND. COVER -SHALL 8E' 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 (1") 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 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
STANDARD PLAN
2'i 0 -c 2
SHEET 2OF2
6'10 mm (24") MANHOLE FRAME
AND COVER LOCKING TYPE
AE11CASC CITY OF FONTANA, CALIFORNIA
E I\I CI I I\I E E IP I ISI G COYOTE CANYON TRACT 16290-2
937 SOUTH VIA LATA DRAWN BY. SEWER IMPROVEMENT PLANS
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY:
PH. (909) .783-0101 FAX 909 783-0108 OS
PREPARED BY: CHP D. CUMMINS R.C.E. NO. 41983
CHECKED BY: APP D B
EXP. DATE: 3/3 06 Q`
(C)�• ' �-O y�SBC/IGS J.M.
CITY ENGIN
� �,/ _s -4C.4�0- - C.
.C.E. 51152 DATE:
SCALE:
AS SHOWN ABOVE
DATE:
OCTOBER, 2005
DRAWING NO.: 'n
3856 12