HomeMy WebLinkAbout1923-2v
e
V
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CURVE DATA Ct. SEWER
Q=14-50-06
R= 150.00' V
L= 38.84' 6 W
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SCALE: 1' = 40'
TRACT 10906-1
2
SEE SHEET 3
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h+ 0 .. ., .. 0% ..10'
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I I I E X 2"G I I
------- -- - -- L - - -- - __ - -- - -_ _T- LINE. D 4--
2 3t
in p 4 5 6
/Y O°0/'27''W
EXIST. 8" VCP SEWER PER TR. 10533
I
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Jll
TOKAY AVENUE
1
7
2
SEWER LATERAL DATA TABLE 2
LOT DESIGN AS -BUILT REMARKS
STATION STATIQN
1
6+99
H
TO LINE A
2
c
7+5�
'
5
4 3
I-
4
9+37
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5
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7'0,<,4Y A
1231.
2
SEE SHEET 3
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ti
1 O
15' ESM'T �� g
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h+ 0 .. ., .. 0% ..10'
o+ r m 00 It N ~
a N- + + +1 f- + ( I
t m
I I I E X 2"G I I
------- -- - -- L - - -- - __ - -- - -_ _T- LINE. D 4--
2 3t
in p 4 5 6
/Y O°0/'27''W
EXIST. 8" VCP SEWER PER TR. 10533
I
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pp 6� �y ,}�
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TOKAY AVENUE
1
7
2
SEWER LATERAL DATA TABLE 2
LOT DESIGN AS -BUILT REMARKS
STATION STATIQN
1
6+99
7+2_7
TO LINE A
2
7+79
7+5�
3
8+58
A " S PEC/QG C/P CUM S7'A NCEr` ANS
WET// THE OES/GN
4
9+37
9+12.5_
5
10+16
y.�
7 7
2 2
7s. s• s ,rYp T .1 e•
V
EXIST. 2" GAS 10
I/
1
I
ELAINE DRIVE
.+
40
7
7s.te0
2
I EXIST. 8 VCP SEWER PER TR. 10533
LINE A
EXIST. 8 VCR SEWER PER TR. 12847
LINE C
LINE D /S A TEMPORARY
LINE AND W/LL BE ABANV ONED
W1/EN FOOTHILL MA/N /S /N PL A C E
7 -NE CIT Y CON5196-RS TN/S 4/MC
A " S PEC/QG C/P CUM S7'A NCEr` ANS
WET// THE OES/GN
-
�oQnnS�r��,Y
CONCURS
THAT AN ADDS7NoTAL
/*?AN/�OLE L° 350'1114X/
7'0,<,4Y A
1231.
40' 0' 40' 80' 120'
GRAPHIC SCALE,
1
lO CONST. 8" V.C.P. SEWER MAIN (EXTRA STRENGT11)
O CONST. 4" V.C.P. SEWER LATERAL EXTRA 6TReN6T11)
�+ 3o CONST. SEWER MANHOLE PER STD. DWG. 112
4o INSTALL 8" PLUG
glee6 REMOVE STUB AND JOIN V.C.P.
o
O6 JOIN EXIST. STUB, PLUG TO REMAIN
OCONST. WYES
8o ADTUST MN COVER TO GRADE
0
USA - l(80D) 42 2- 4/33