HomeMy WebLinkAbout2206-10MATCH LINE
SEE SHT. N0.9
0
PROpoSED /To 3 %G ST 0
I- - I C, /o GQ, P/PE
QSTA. 92 t 30. /6 GTK415 A!/E.
STA, 0+-69.00 CYPRESS AVE. /
9 .
A5,00.c. 6m 90+87
I
/ro';c /2 " TEE ,
F L'7
CURV5 CA 7A
2 7
R = 500.00
236.93/
B U 77ER?L. V VAI L.VE,
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s-
A2"FLG. 46-10 ELLS
�u
h
/2" BUTTERFLY 114LVE
FL G. MUELLER
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5-5/ RISER
a SM M. 4 -,01;. 20 CYPRESS /,,7- s/-/oR 7-
CYPeESS 4YE. - -,� DE TA /L B
A
A,
E
r� N
U
PROPOSEt� '923.13'-/2" STL. � - E
srA. t -A 6o. 00®
CYPRIF66 AVE .
PROPOSED 244 - /G STL,
C. L , C . /O 64. p/P6
INSTALLED
0 2" Rz1S9OU7 - PER
57-0. N0.
®
SM. /0 f- 85. /3
CYPRESS AVE. -
ct j� CURVE G TA
R = 1500.00
L = / 85.63
� OF STREET CURVE DATA
Q3 CL/,�VE- DATA
R = S 00. Do'
L = / 78.2/ '
Q CURVe OQTA cCU)WYE �04T4 Q CURVE" vgTA
Ls =
R = 3 00.00'
L 200.7 91
Z� = X120.3 1"31
"
A? = 300. UD'
G 484.46'
= 53 02014/"
I 57 51401, T �iUE
PER 0CTAl4-f.3
/3
d 21 FLU5901-/T- PER PROPOSED 6o,s �_ /2 "STL.
sT�. No. 5-0 C.L. rJC. /O CA. PIPE
iNs T. sHoRT s/oE
PER DETA /L
CYPRESS AVE NUE
-------
CYP�P�SS
4 TA. Z2 *9,5,?. 00 CYPRESS A V t .
/2'1BUTMRC4Y,4VALVE� 6 /2'"BUTrERFL y vQLvES,
FI -Q, , Af UELL E!? $74 .17 f 77.00 ® FI -C7 Muel- L El?
C YP�QESS AVE.
5
774
C.L. $ C. /0 CA. PIPE
THIS SHEET H.U.D. ONLY.
LEGEND
PROPOSED WATER MAIN
PROPOSED STORM DRAIN =SD=
PROPOSED SEWER --s -
W—
Z-
N JO
Z
U�
f -
QW
2 ww
U)
/NST. LONG SIDE
PER of7-4lL �
k(corVo DR,#AWIN,G
`kj,
0
163'
74
c
05
ct j� CURVE G TA
R = 1500.00
L = / 85.63
� OF STREET CURVE DATA
Q3 CL/,�VE- DATA
R = S 00. Do'
L = / 78.2/ '
Q CURVe OQTA cCU)WYE �04T4 Q CURVE" vgTA
Ls =
R = 3 00.00'
L 200.7 91
Z� = X120.3 1"31
"
A? = 300. UD'
G 484.46'
= 53 02014/"
I 57 51401, T �iUE
PER 0CTAl4-f.3
/3
d 21 FLU5901-/T- PER PROPOSED 6o,s �_ /2 "STL.
sT�. No. 5-0 C.L. rJC. /O CA. PIPE
iNs T. sHoRT s/oE
PER DETA /L
CYPRESS AVE NUE
-------
CYP�P�SS
4 TA. Z2 *9,5,?. 00 CYPRESS A V t .
/2'1BUTMRC4Y,4VALVE� 6 /2'"BUTrERFL y vQLvES,
FI -Q, , Af UELL E!? $74 .17 f 77.00 ® FI -C7 Muel- L El?
C YP�QESS AVE.
5
774
C.L. $ C. /0 CA. PIPE
THIS SHEET H.U.D. ONLY.
LEGEND
PROPOSED WATER MAIN
PROPOSED STORM DRAIN =SD=
PROPOSED SEWER --s -
W—
Z-
N JO
Z
U�
f -
QW
2 ww
U)
/NST. LONG SIDE
PER of7-4lL �
k(corVo DR,#AWIN,G
`kj,
0