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8+45.08
TR A CT----\
NO
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UNDAF�
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EX. 8" SEWER PER_.,l
12+55.61
DATE
Ad
STA 124 -
12d-65.61
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STREET
5
Ull
NEW CM
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14+35.71
P.E.=32.5
V
7
STA 81-45�08
-----------
EK R/ /w
2
W.ELINDA
PLAN NO, 77
NEW LATERAL - ------
CONNECT TO EK
60"
P.E.=1 335.6
P.E/./=1 336.0
P.E.;Z` 1336.5 P. E. 1337.'0
SEWER MAIN
10
15+03.20
NO
11
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14+48.45
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8+45.08
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EX. 8" SEWER PER_.,l
12+55.61
DATE
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12d-65.61
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STREET
5
Ull
NEW CM
WALL
14+35.71
P.E.=32.5
V
7
STA 81-45�08
-----------
EK R/ /w
2
W.ELINDA
PLAN NO, 77
NEW LATERAL - ------
CONNECT TO EK
60"
P.E.=1 335.6
P.E/./=1 336.0
P.E.;Z` 1336.5 P. E. 1337.'0
SEWER MAIN
10
15+03.20
NO
11
dm*lft ww"
N 0
Vw
14+48.45
30' 30 1
t
N 0
13
14+32.71
/w
STA -10 + 9 8. 0 6
17
7
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15
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TYP,
SEWER M H # 2
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PROPOSED
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1 P.E.=l
ml
TA 15+08,20
--- ---------
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13, 12
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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
S-1 O -N -2LK,, R I P STANDARDS IN EFFECT.
_T _IQ N_ m�p LN G -RLC IF -
9
P.E.=,l
PRO,POSED
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1
8+45.08
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12+55.61
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14+35.71
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14+45.45
SEWER MH #3
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PLAN NO, 77
-----_----_---- -- - -
NO
9
15+00.20
NO
10
15+03.20
NO
11
dm*lft ww"
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Vw
14+48.45
N 0
13
14+32.71
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14-
7
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>
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N 0
SEWER M H # 2
11+50.00
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15 P. E. 1337. 0
P.E.\' 1337.0
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K)
(Duj
zo
16
12
TO REMAIN
Z 110
F= w
F= <
Ow
P.E.=1335.8
CENTERLINE
6 0'
—EXISTING
SQ CL,
30'
30'
R/W
><
w
WO
EX, BLDG
TO REMAIN
BOUNDARY
.5 7
1 P.E.=l
ml
TA 15+08,20
--- ---------
V
13, 12
.E.=1337.5 E. = 1338. 0
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
S-1 O -N -2LK,, R I P STANDARDS IN EFFECT.
_T _IQ N_ m�p LN G -RLC IF -
9
P.E.=,l
PRO,POSED
OT Nol—D-F--STC--N-1—"�-,S--B-U-TL-T-"TB—/�-CK—FLC5—w
1
8+45.08
NO
22 -,--12+01.86
NO
3
12+55.61
NO
4
12d-65.61
N 0
5
13+25.61
NO
14+35.71
N
7
14+45.45
NO
—8
1±+94.20
-----_----_---- -- - -
NO
9
15+00.20
NO
10
15+03.20
NO
11
14+97.20
N 0
12
14+48.45
N 0
13
14+32.71
N 0
14-
13 + 2 8.61
N 0
15
12+68,61
N 0
16
11+50.00
N 0
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
LOREN PHILLIPS & ASSOCIATES SEWER IMPROVEMENT PLANS ------
CARL E. HASSEL Z 22632 GOLDEN SPRINGS DRIVE SUITE 350
DRAWN BY: TRACT NO. 17881 SCALE: 1"=40'
NO. 52349 DIAMOND BAR, CA 91765
-31-08 "0" — 31 06
EXP, 12 ... ....... . . DATE: 5
1P 1 BY: PO
'iN "Y'
ED BY -
CIVIL (9,09) 3 9 6.-t9 6 3 6
DATE:
APPO' VED BYx5/'
0,
Date CHECKED
19 (4 DWG NO.:
4158
Z
CARL E. HASSEL R.C.E. 52349 !`5 11!)
CII ENGI