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=9+25. 00 POPLAR AVENUE A Lill. I,. Lill. CL. MH. N0. 2 U A = 2'58' 07"' R=772.00' U V
L=40. 00' T=20.00' A = 7' 15'28" R=777. 00' A = 8' 46'07" R=1150. 00' 3
/-EXISTING M. H. A =46@37'23" " R=772.00' N16 42 27 W (RAD) L=98.42 T=49.28 27+71. 81 CL. INT. WILLOW DRIVE L=176.00 T=88.17 SNEE1
BEGIN CONST. L=628.20 T=332.66 o =10+00.00 CL. CASCARA COURT SEE LANA
21+43 61 CL INT WILLOW DRIVE GE p0
At. PSN
sE F DRQ
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Sy
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10
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20
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REV.
DATE
9
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23485
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27-1 38
3
13
25 4-47
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28-1-3,65
2
INT. WILLOW DRIVE
12
2& 1-31
2
1
11
1
CURVE DATA
COT NO.
"AS BUILT" STA. LOT NO. 'AS BUILT" STA.
LOT NO.
"AS BUILT" STA.
4 = 3-3941-
TRACT NO.
14243-1
TRACT
NO. 14243-2
"AS BUILT"
SEWER
LATERAL
LOCATIONS
0
rNT'+4'f6'
0. 00 CL. ALPINE DRIVE �� 4 0' N40
40"E (RAD) oo N
LO 47i `v o `� n
21+38.32 WILLOW DRIVE
=10+05. 31 ALPINE DRIVE
CL. MH. N0. 1
N 6' 10' 16"E ( RAD)
CONSTRUCTION NOTES
OINSTALL STANDARD MANHOLE PER CITY
OF FONTANA STANDARD DETAIL 112.
OINSTALL 8" VITRIFIED CLAY PIPE PER
CITY OF FONTANA STANDARDS AND SPECIFICATIONS.
®INSTALL 4" SEWER LATERAL PER CITY OF
FONTANA STANDARD DETAIL 125. (SEE GEN. NOTES NO, 14 )
WATER LINE LOCATION
B �=22-5242"
SEWEER CURVE DATA
R=777.00'
L=310.26' T=157.22'
THE WATER LINE LOCATIONS AS SHOWN HEREON ARE BASED ON OUR
UNDERSTANDING OF THE INTENDED LOCATIONS ONLY. CONTRACTOR SHOULD
VERITY ALL WATER SYSTEM COMPONENTS PER PLANS BY FONTANA WATER
COMPANY DATED
IDENTICAL
S EWER CURVE DATA
� MH. N0.2 TO TR. BNDRY.
A =16'30'41" R=771. 00'
L=223.91' T=112.74'
WILLOW DRIVE
0 40 80 120 160
GRAPHIC SCALE
BENCH MARK
R. R. SPIKE ON PP #674320 E
AT THE INTERSECTION OF JURUPA
AVENUE AND MULBERRY AVENUE
ELEV. 918.40
Cog
e
12NT
Q. 4 G�
'w
27+66.84 WILLOW DRIVE
=10+04.98 CASCADA COURT
CL. M. H. NO. 3
N40' 28' 36" W RAD BACK
N41' 13' 31" W RAD AHEAD
��'0 IN
5
25JND,
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SEWER CURVE DATA
F MH. NO. 3 TO MH. NO. 4
A =11' 03'45" R=1155.00'
L=223.01' T=111.85'
29+88.83 WILLOW DRIVE
=11+85.23 FLORENCE LANE
CL. M. H. NO. 4
N52' 17' 17" W ( RAD) BACK
N52' 20' 05" W ( RAD) AHEAD
304-32.59 STORM DRAIN X- ING
1015.45 5.P. 18" R.C.P.
1013-92 T.P. 8" V.C. P
LU NO. RCE 40902 rq
EXP.1--`1
/ OF�OA��O
G'
h�►'� Musser Engineering Consultants Inc.
2698 MATARO STREET (818) 568-2465
PASADENA, CALIFORNIA 91107
Drawn by
Approved : PH
Designed by:
GEORGE MUSSER R.C.E. 40982 Dote ZK
EXPIRATION DATE: 3/31/91 Checked by
DATE CITY
APIR B
7 8 -93
C.M.
ADDEO "AS 8017" 5'ZWER LA7ERALS
COCA 770N
REV.
DATE
G.
DESCRIPTION
��'0 IN
5
25JND,
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4 4
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+ + I ,
N N CZD m 2Chi N III -3 N 1511N� 24u
3 + N
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°4
syr coy
SEWER CURVE DATA
F MH. NO. 3 TO MH. NO. 4
A =11' 03'45" R=1155.00'
L=223.01' T=111.85'
29+88.83 WILLOW DRIVE
=11+85.23 FLORENCE LANE
CL. M. H. NO. 4
N52' 17' 17" W ( RAD) BACK
N52' 20' 05" W ( RAD) AHEAD
304-32.59 STORM DRAIN X- ING
1015.45 5.P. 18" R.C.P.
1013-92 T.P. 8" V.C. P
LU NO. RCE 40902 rq
EXP.1--`1
/ OF�OA��O
G'
h�►'� Musser Engineering Consultants Inc.
2698 MATARO STREET (818) 568-2465
PASADENA, CALIFORNIA 91107
Drawn by
Approved : PH
Designed by:
GEORGE MUSSER R.C.E. 40982 Dote ZK
EXPIRATION DATE: 3/31/91 Checked by
DATE CITY
APIR B
11 AS BUILT
it
CITY OF FONTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
SOUTHRIDGE VILLAGE Sc°1e` 1"= 40'
TRACTS 14243--1 AND 14243-2 Date
SEWER IMPROVEMENT PLANS _
&rc �- 9d Dwg. No.
Approved : CITY ENGINEER R.C.E. 25 1261 $S9 3
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29+93.81 CL.
INT. WILLOW DRIVE
�
W
=11+80.24 CL. FLORENCE LANE
SEWER
CURVE DATA
H
4 = 3-3941-
R=1155. 00'
L=73.81'
T=36. 92'
STREET
CURVE DATA
CL. INT. TO TR. BNDRY.
I
A = 3' 24'48"
R=1150. 00'
L=68. 51'
T=34. 27'
11 AS BUILT
it
CITY OF FONTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
SOUTHRIDGE VILLAGE Sc°1e` 1"= 40'
TRACTS 14243--1 AND 14243-2 Date
SEWER IMPROVEMENT PLANS _
&rc �- 9d Dwg. No.
Approved : CITY ENGINEER R.C.E. 25 1261 $S9 3