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PROFILE SCALES
9 10 11
1 " =40' HORIZONTAL
1'o=4' VERTICAL
CONTRACTOR SHALL SUBMIT A
TRAFFIC CONTROL PLAN AND OBTAIN
APPROVAL FROM THE CITY OF FONTANA
FOR WORK WITHIN BEECH AVE. TRENCHING
AND PAVEMENT RESTORATION SHALL CONFORM
TO CITY STI) PLAN 131
FIN
12
COLEEN STREET
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CCN qTRHCTI ON NOTES Ar QUANTITIES
7+27.28 CL MH # 1=
ST STA 6+55.33 (D INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112.
JOIN EX 8" SEWER
MANHOLE BASE AS SHOWN BELOW n2 INSTALL 8- VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS
JOIN EX 8" VCP
AND 4ZOPY4171PAMMIQ
INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD
DETAIL 125.
JOIN EXISTING SEWER MANHOLE. REMODEL BASE AS NEEDED.
EMOVE ABANDON EXISTING 8" SEWER BY EITHER REMOVAL OR FILLING WITH AIR BLOWN SAND.
INTERFERING PART
EX 8" SEWER 0 REMOVE UPPER 4' OF EXISTING SEWER MANHOLE. FILL REMAINDER WITH SAND.
815S
- 8"S
53.80
No.
EX 8"
VCP SEWER
91
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Im 107042'34" 134.03 1505.00
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CONTRACTOR SHALL SUBMIT A
TRAFFIC CONTROL PLAN AND OBTAIN
APPROVAL FROM THE CITY OF FONTANA
FOR WORK WITHIN BEECH AVE. TRENCHING
AND PAVEMENT RESTORATION SHALL CONFORM
TO CITY STI) PLAN 131
FIN
12
COLEEN STREET
"I,
U. (0
II
0
rn (0 0 00
4 LO in C;
+ r- 0 � C14WW
45+ 32 0) 0 33 + co 46
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1 - a I ... +
72.93 0
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r -I I 85.00' ' r53.80' j 53.80'
' II I IN ;
77777 -..1
III I
-14:4 F 77
70 a 2 ,
2 00 -L0
0 W
I II7 LO
z L -00
W_ _ --
53.80'
III I77,77 -7-f
53.80,
40.52 53.80 53.80' 53.80 53.80'
< 2 4 1, 1 t\ 0 r \
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57.04! 53.80' 53.80' 53.80'
I II I I 5
CCN qTRHCTI ON NOTES Ar QUANTITIES
7+27.28 CL MH # 1=
ST STA 6+55.33 (D INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112.
JOIN EX 8" SEWER
MANHOLE BASE AS SHOWN BELOW n2 INSTALL 8- VITRIFIED CLAY PIPE PER CITY OF FONTANA STANDARDS
JOIN EX 8" VCP
AND 4ZOPY4171PAMMIQ
INSTALL 4" SEWER LATERAL PER CITY OF FONTANA STANDARD
DETAIL 125.
JOIN EXISTING SEWER MANHOLE. REMODEL BASE AS NEEDED.
EMOVE ABANDON EXISTING 8" SEWER BY EITHER REMOVAL OR FILLING WITH AIR BLOWN SAND.
INTERFERING PART
EX 8" SEWER 0 REMOVE UPPER 4' OF EXISTING SEWER MANHOLE. FILL REMAINDER WITH SAND.
815S
- 8"S
53.80
No.
EX 8"
VCP SEWER
91
13
14
m
15
iro
WA
P
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nIVA
C: z
rn
0)
C11
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+ .p
+
-&- 8"S I S- 0 113
53.80' 53.80' 53.80' 53.80' 52.00' 50.00'
SEWER CURVE DATA
8+89.53
5+ 87,j:oo
2
9+55.53
6&.00
CAEn_"`
NUMBER DELTA * R #
N
a
0+
f-
15
Q 0.3*15'48" 46.93 1647.59
93.84
Im 107042'34" 134.03 1505.00
167.95
6
PROPOSED
8" WATER
7
IWO
12 -V 08-00
8
n
0
9
13+18.08
131- 1 6.0 0
10
43
13 -1- 88 -06
11
14+23.34
114 -r ?,q .00
12
14+87.17
1K f- 955.0 0
13
15 +37.78
18.58!
14
15+89.01
l5.1- q I.0 0
I
3
13 t 27.00
44
12+55.67
12-1-!5'7. 00
45
12+12.87
12--t- 10 - 00
46
11+44.87
11-f- L41 .00
LOT
NO.
60.00
"AS -BUIL -r'
STATION
17.82- 6391,
211.
LOCATION
2 '16 00 0 (A
00 L EX 8" VCP
15
0
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53.80
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RELOCATED
-&- 8"S I S- 0 113
53.80' 53.80' 53.80' 53.80' 52.00' 50.00'
SEWER CURVE DATA
REVISIONS Engineer f s City I Date PREPARED BY:
Approval Approva ThIelmann
I Engineers
I
5 - &ul LT -
1078 TOWN AND COUNTRY ROAD
ORANGE, CA 92668
(714) 647-0595 FAX (714) 647-0599
N�V75 I
WJWUWP-,) V12 -719P
JENS THIELMANN DATE
R.C.E. No. 25742 EXP. DATE 12/31/2001
V
1
8+89.53
5+ 87,j:oo
2
9+55.53
6&.00
1
NUMBER DELTA * R #
L I
-T
0 0314'44" 37.06 1308.32
74.11
Q 0.3*15'48" 46.93 1647.59
93.84
Im 107042'34" 134.03 1505.00
167.95
REVISIONS Engineer f s City I Date PREPARED BY:
Approval Approva ThIelmann
I Engineers
I
5 - &ul LT -
1078 TOWN AND COUNTRY ROAD
ORANGE, CA 92668
(714) 647-0595 FAX (714) 647-0599
N�V75 I
WJWUWP-,) V12 -719P
JENS THIELMANN DATE
R.C.E. No. 25742 EXP. DATE 12/31/2001
V
1
8+89.53
5+ 87,j:oo
2
9+55.53
6&.00
3
9+90.48
88.00
4
10+63.28
10t- (P2,-00
5
11+03.00
11+ 03-00
6
11+70.88
11 -t-- (v(p - 0 0
7
12+10.48
12 -V 08-00
8
12+78.48
/?-t'79.06
9
13+18.08
131- 1 6.0 0
10
13+85.34
13 -1- 88 -06
11
14+23.34
114 -r ?,q .00
12
14+87.17
1K f- 955.0 0
13
15 +37.78
157 -1`- 39 .06
14
15+89.01
l5.1- q I.0 0
43
13+29.67
13 t 27.00
44
12+55.67
12-1-!5'7. 00
45
12+12.87
12--t- 10 - 00
46
11+44.87
11-f- L41 .00
LOT
NO.
DESIGN
STATION
"AS -BUIL -r'
STATION
SEWER
LATERAL
LOCATION
EXISTING STREET PECO RD DRAWINGS
TO BE REMOVED P"REPARED BY:
PER SEPARATE
PLAN
e elateann, RCE 25742
THIELMANN ENGINEERS
221 S. Glassell Street
Orange, CA 92866
(714) 744-9700
CITY OF FONTANA
Drawn By. SOU THRIDGE VILLAGE Scale:
GTT AS SHOWN
Designed By: TRACT 15794 Date:
JTT SEWER IMPROVEMENT PLANS APRIL,1998
Checked By. w, e,,,-I,,,A `�- X 7 - 9.6 Dwg. No. 2
GTT Ij"60 CITY ENGINEER, RCE 25126 DATE I 2000