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MADO LM A TAD A%0 GI AT55e • INC.
9 302 P lTr5puRGN Ave., 5TS 23o
R,400"O 0UGAM0t4GIA r CIA. 9 t 730
P.({ 0 rJ � - C90 q) 48 (- b 3-) y
BENCHMARK
SAN BERNARDINO COUNTY
B.M. OF 627, NAVD 88
ELEVATION: 1011.70 FEET
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BRIARCLIFF AVENUE
(b"k,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESS��N
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL or p R. rlb�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, a°
No. 024725
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sq� -CIML Zlr
4F CPL�c�
STANDARDS IN EFFECT.
PLAN PREPARED BY:
SEWER CONSTRUCTION NOTES
(D—INSTALL 48" STANDARD MANHOLE PER CITY OF
FONTANA STD. DETAIL 112.
2a— INSTALL 8" EXTRA STRENGTH VCP PER CITY OF
FONTANA STANDARD SPECIFICATION
O3 -- INSTALL d" SEWER HOUSE LATERAL PER CITY
OF FONTANA STANDARD DETAIL 125. SEWER
LATERAL CONNECTION SHALL BE CORE DRILLED
AND SADDLED
0—INSTALL BACKFLOW PREVENTER
REVISION DESCRIP'nON
CURVE LENGTH. RADIUS
LINE TABLE
1 .,'.234.78' 195.00'
LINE
LENGTH
BEARING
1
32.55
N04058'24"W
2
241.72'
N0343'53"E
3
261.20'
N04 -58'24 -WI
(b"k,
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
QROFESS��N
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL or p R. rlb�
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, a°
No. 024725
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp.12/31/05
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sq� -CIML Zlr
4F CPL�c�
STANDARDS IN EFFECT.
PLAN PREPARED BY:
SEWER CONSTRUCTION NOTES
(D—INSTALL 48" STANDARD MANHOLE PER CITY OF
FONTANA STD. DETAIL 112.
2a— INSTALL 8" EXTRA STRENGTH VCP PER CITY OF
FONTANA STANDARD SPECIFICATION
O3 -- INSTALL d" SEWER HOUSE LATERAL PER CITY
OF FONTANA STANDARD DETAIL 125. SEWER
LATERAL CONNECTION SHALL BE CORE DRILLED
AND SADDLED
0—INSTALL BACKFLOW PREVENTER
CURVE
FN o.
CURVE LENGTH. RADIUS
LINE TABLE
1 .,'.234.78' 195.00'
LINE
LENGTH
BEARING
1
32.55
N04058'24"W
2
241.72'
N0343'53"E
3
261.20'
N04 -58'24 -WI
CURVE
TABLE
CURVE LENGTH. RADIUS
TANGENT DELTA
1 .,'.234.78' 195.00'
133.98' 68059'03"
2 76.72' 505.00'
38.44' 8'42'17"
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CITY OF FONTANA, CALIFORNIA O
IT --
SEWER IMPROVEMENT PLAN 00
00
TRA N 0. 14244 SCALE: ' "=4°' co
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BRIAR. F AVS UE FROM 17+20.00 TO 25+66.98 DATE: 5-27-2005 0
APP Y: 7
DRAWING N0 4 j
I ARDO SAN VAL-CITY ENGR. R.C.E. 51152 DATE 3873 1/
5 X
VAN DELL AND ASSOCIATES, INC.
CIVIL ENGINEERS
SURVEYORS LAND PLANNERS DRAWN BY:
17801 CARTWRIGHT ROAD lWH
IRVINE CA 92614 (949) 474-1400 DESIGNED BY.-
THE
Y:THE MA31MMAON OF: DJH
CHECKE l�Y:
DONALD R. GORDON R.C.E. 24725 "'DATE �- DRC,
10 RAI111?�I'Ar.\PI AV ':\ 1/ X11111 .1v,,- 7i')/'i?�i: i• :fi I < I