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TRACT 1632
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D NCAN CANYON ROAD HAMCER CRAWfUM CHAAWL
SEE &EET6OF17
PER FERW NO. P-12002085
COYOTE CANYON ROAD
BASIS OF BEARINGS: LEGAL
BEARNGS ARE BASED ON THE WESTERLY LIE OF
THE NORTHEAST QUARTER OF SECTION 23, TOWNSI-F BEING A SUBDIVISION OF A PORTION OF THE SOUT1-EAST 1/4 OF SECTION A TOWNSW
1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1 NORTH, RANGE 6 WEST, SAN BERNARDNO MERIDIAN, COUNTY OF SAN BERNARDNO.
AS SHOWN ON AMENDING MAP OF TRACT NO. 13750,
FILED N BOOK 250 OF MAPS, AT PAGES 48 THROUGH
66, INCLUSIVE, N THE OFFICE OF THE COMITY
RECORDER OF SAN BERNARDINO COUNTY, BSC
NORTH 0Or30'24' WEST.
BENCH MARK:
DE3CRBED BY METROPOLITAN WATER DISTRICT 80.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
IN'TERSEECTION OF SIT AVE AND COY AVE AT THE
CO INER OF CHERRY AVE AND SUMMIT AVE 101
FEET WEST OF THE C OF C*IERRY AVE AND 37
FEET SOUTH OF THE CENTERLINE OF SUM rr AVE SET FLUSH
ON THE COMER OF A 10 FOOT WDE
CATCH13ASN 0.9 FOOT SOUTH OF CURB FACE A STANDARD
MWDSC 3 IVCH BRASS DISK STAMPED 533A 1992'.
NAVD 88 -150856 09EE I
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
• _ •
Centex Horym
1265 Corona Pointe Cart
Corona, CA 92879
PIv- (951) 479-9300
Fax= (951) 372-2819
REVISION DESCRIPTION
ALBUS-KEEFE and ASSOC., INC.
1011 NL ARMANDO STREET'
CA 92806
Ph- (714) 630-1626
Fax (714) 630-1916
DATE I ENGR. I CITY I DATE
QROFESS/p
cCIO
�,y'�
c� m
�
.41 3
* .03/ 1/1
STA. 52+62.69 SEWER STA 110N
=39+95.61 CHANNEL STA710N . STA. 53+27.97
�, 50 X—ING PROP. DBL 14'Wx8'H RCB/ $ X—ING PROP. 24" RCP
�bc/P CASING 69356 1fi98/ BOT. SD = 1699.26
TOP SWR. = 1694.41
FA RK SiT
�aOF
MOTE
THE accEss Rowo AND OTHER AFFECTED FaciunEs
WITHIN S.B.C.F.C.D. RIGHT-OF-WAY SHALL BE RESTORED
TO THE PRE-EXISTING CONDITION.
PROTECT IN PLACE ALL EXISTING UNDERGROUND
S B.C.F.C.D. FACILITIES.
SHOULD CONSTRUCTION OF THE WOWED IMPROVEMENTS NOT
Azr--corzo OF-AW,,lC7 os�,, ?.�,r� COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
UNMIEMIrlIft
DELMD S�v�FR FROMsi"A• s�+-1}.951n s1'A• 59424-0 &36rvje&��lv HEREON AND CARRIED FORTH N A DILIGENT MAH THE CRY
- MAY TO THE PLANS TO 11 -EM INTO
REVISED LOCATION OF STORM DRAIN, DELETED "NOT o WITH AND STANDARDS N EFFECT.
FOR CONSTRUCTION" ADDED STUBS AND PROFILE,
REVISED ALIGNMENT. REVISED & ADDED MANHOLE.
SEAL—ENGINEER
CONSTRUCTION NOTES
2
57+39.33 COYOTE CANYON ROAD CIL INT.
=10+00.00 LYTLE CREEK ROAD CIL
O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, BEDDING PER DETAIL ON SHEET 2.
O6 CONSTRUCT 8" DUCTILE IRON PIPE CLASS 350 SEWER UNE,
BEDDING PER DETAIL ON SHEET 2.
O7 INSTALL TEMP. 8" END PLUG.
8O CONSTRUCT 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112.
O9 CONSTRUCT 60" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA STD. NO. 112.
11 INSTALL 18" DIAMETER -3/8" THICK STEEL CASING PER DETAIL "B" ON SHEET 5.
CURVE DATA
o QROF ESS/0
;, v yu 2
W
� NO. C041983 m
-A EXP. 3/31/08 /,_
sT9TCNIL ��3�
�OF CpUFO�
AEIA-I�CASC
EI\IC"i I N E E R I I\ICA"
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY:
PH.,909 783-0101 FAX 909 783-0108 OS
A D BY: CHRIS D. CUMMINS R. C. E. NO. 41983
A 3/ 1/0 CHECKED BY:
DATE. Q� SBC .J . M
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CIN OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
COYO CANYON ROAD
,FfiO�AA 1303' WEST OF DUNCAN CANYON ROAD
TO LYTLE CREEK ROAD
DATE:
GINEER
R.C.E. 51152
SCALE:
AS SHOWN ABOVE
DATE:
JULY, 2005
DRAWING NO.: 8
3801 8
DELTA/BEARING
RADIUS
LEN./DIST.
TANGENT
A
06'40'19"
594.00'
69.17'
34.62'
o QROF ESS/0
;, v yu 2
W
� NO. C041983 m
-A EXP. 3/31/08 /,_
sT9TCNIL ��3�
�OF CpUFO�
AEIA-I�CASC
EI\IC"i I N E E R I I\ICA"
937 SOUTH VIA LATA DRAWN BY:
SUITE 500 OS
COLTON, CA 92324 DESIGNED BY:
PH.,909 783-0101 FAX 909 783-0108 OS
A D BY: CHRIS D. CUMMINS R. C. E. NO. 41983
A 3/ 1/0 CHECKED BY:
DATE. Q� SBC .J . M
GRAPHIC SCALE
40 0 20 40 80
1" = 40'
CIN OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLANS
COYO CANYON ROAD
,FfiO�AA 1303' WEST OF DUNCAN CANYON ROAD
TO LYTLE CREEK ROAD
DATE:
GINEER
R.C.E. 51152
SCALE:
AS SHOWN ABOVE
DATE:
JULY, 2005
DRAWING NO.: 8
3801 8
r
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