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SAN BERNARDINO COUNTY DIAL TWO WORKING
B.M. OF 627, NAVD 88 BEFORE DAYS BEFORE
ELEVATION: 1011.70 FEET YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROLMD SERVICE ALERT AV- REC. DM/G.
PECAN AVENUE
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DATE EIM CITY DATE 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.
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CONSTRUCTION NOTES
CURVE TABLE
O1
INSTALL STANDARD ECCENTRIC MANHOLE PER CITY OF FONTANA STANDARD
DETAIL 112.
O2
INSTALL 8" PLUG
160.72' 345.00' 26'41'31" 81.85'
O3
INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA
STANDARDS
U
W
AND SPECIFICATIONS.
7+79.58
4O
O
24
O5
INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTION DEVICE PER CITY
OF FONTANA
25
STANDARD DETAIL 125.
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YES
26
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NO
27
9+87.28
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10+32.08
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10+75.07
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35
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7,092
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7+52.21
7443
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z
11+00 11+00
DATE EIM CITY DATE 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.
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29
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`TRACT BOUNDARY
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0. 1$
W `• %
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1j Q Z
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CONSTRUCTION NOTES
CURVE TABLE
O1
INSTALL STANDARD ECCENTRIC MANHOLE PER CITY OF FONTANA STANDARD
DETAIL 112.
O2
INSTALL 8" PLUG
160.72' 345.00' 26'41'31" 81.85'
O3
INSTALL 8" EXTRA STRENGTH VITRIFIED CLAY PIPE PER CITY OF FONTANA
STANDARDS
YES
AND SPECIFICATIONS.
7+79.58
4O
INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD DETAIL 125.
24
O5
INSTALL 4" SEWER LATERAL WITH BACKFLOW PREVENTION DEVICE PER CITY
OF FONTANA
25
STANDARD DETAIL 125.
b#77
YES
26
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RECORD ORAM/INES_ PREPARED BY
== RECORD DRAWING
t t li - *-" ' , -
THESE RECORD C`PAWINGS HAVE'6EEN PREPARED, IN
iE PART, ON THE E;A�ISOF INFORMATION COMPILED AND
FURNISI 3 BY OTHERS. THE ENGINEER WILL NOT BE
RESPO SIBLE FOR ANY ERRORS OR OMISSIONS WHICH
VE 4EN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
Q
CURVE TABLE
CURVE
LENGTH RADIUS DELTA TANGEiTT
A
231.15' 955.00' 13'52'05" 116.14'
B
160.72' 345.00' 26'41'31" 81.85'
PLAN PREPARED BY:
o P S VAN DELL AM A8800ATE8, 14M
R. F CIVIL ENGINEERS
SURVEYORS LAND PLANNERS DRAWN BY:
r No. 024725 17801 CARTWRIGHT ROAD NMH
* Exp.12/31/05 * IRVINE CA 92614 (949) 474-1400 DESIGNED BY;
UNDER ei1ASI0N OFiltw
� � CHECKED BY:
OF
CN'� �� 2 DRG
DONALD R. GORDON R.C.E. 24725 DATE
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Lot No.
DESIGN
"AS BIT"
BACKFLOW
21
6+67.25
6460
YES
22
7+23.30
7 f 07
YES
23
7+79.58
7044
YES
24
8+35.77
8420
YES
25
8+91.85
b#77
YES
26
9+40.68
f32
NO
27
9+87.28
,.g0
YES
28
10+32.08
/0t25
YES
29
10+75.07
/ot72
YES
30
10+69.83
/oa 5a
YES
31
10+09.65
4
YES
32
9+49.50
9 t¢O
NO
33
8+99.15
84170
NO
34
8+50.12
8 4*v
YES
35
8+01.14
7,092
YEs
36 1
7+52.21
7443
YES
37
7+03.18 1
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YES
386+53.28
G44
YES
39
5+91.37
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. GRAPHIC SCALE
I i I I i
PROFILE SCALES
HORIZ: 1"=40'
VERT: 1"=4'
(mrm)
1 inch - 40 ft.
CITY OF FONTANA, CALIFORNIA
PECAN AVENUE
SOUTHRIDGE VILLAGE
---� TRAO T A4243
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00
SCALE:
00
DATE:
z
06-06-05
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0
0
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SCALE:
00
DATE:
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06-06-05
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DRANING LA0:
3
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3870
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