WA9402A-ES 950906w
H
a
U
W
Exlsr. 20' PERM.
~~' ESMT.
QAVID ~IYERS SURVEY ~
Aesrw-cT No. 88s
R~ o
SANDY/MAC PARTNERS, LTD. -- -- t
VOL. 93071, PG. 161 CITY OF COPPELL
t VOL 95128, PG. 3136 Exrsr. ~~
R~ R.o.w.
~~ ~~~ f S 3T08'26' W
(:ONST. ESMT. /~` 72.4 i ~ 1
182
R
EXIST. 20' PERM. T.U. ELECTRIC
UTILITY ESMT. ° COMPANY R.O.W./ESMT.
' VOL. 657, PG. 106
- T.U. ELECTRIC
- 8 COMPANY R.O.W./ESMT.
VOL. 3887, PG. 110
I S T53'34' E
204.70' .
_ _...
` ':
~~
20' TEMPORARY
CONST. ESMT.
S 29'48'45' W
20.30'
r
i
i
1
i
S 8 +t I 0
SCALE: 1 " = 100'
1
s eros'2s' w
- 99.61'
POINT OF Date: 9 ~ 9,~
BEGINNING
I.R.F. ~._
i
N 5r53'35' W
58.93'
t PROPOSED
WATER LINE
~ CITY OF IRVING, TEXAS ~
WATER SUPPLY LINE N0.3
CITY OF COPPELL
s-+~rwEU..u-coes ac FlNKI.E/1 SEPT. 1995
CONSULTING ENGINEERS
N
Cl.
E-~
U
C
ro
a~
5
0
U
0
z
G
0
.~,
0
a
(V
I
0
~,o,
Raw
i
S.A 8 M.G. SkJRVEY
ASST. NO. 1442
CITY OF COPPELL
VOL 95108 PG. 531
~s~ i cj z ss
R
j PROP. 50' TEMP.
CONST. ESMT.
CURVE A
- N 29'48'47" E -885.49'
.. ...
.......................................
m ~- S 29'48'47' W - 909.65'
Gr
1
1
1 _ EXIS
1 PERT
' EASEMENT
~_ 3
~ ~~
~~
-= o
U
~°
~~
a
scALE 1 • = 100'
CffY OF COPPELL
VOL. 95007, PG. 1993
N 89'52'10' E
i 31.62' .._..._ --
1/2" I.R.F.
s
~,, WATERLINEEO(TYP.)
.~.
moo.
U
DATE: S 9
°Jl SCALE t =100
CURVE DATA A
D = 1'58'03'
R = 896.05'
T = 15.39'
L =30.77'
CB a N 4T 1 T04" W
CD =30.76'
RNERCHASE ADDN.
TRACT 2
i/2" I.R.F.
~ /
1 /2" I.R.F.
CITY OF IRVING, TEXAS
PERMANENT WA LINE EASEMENT
WATER SUPPLY UNE N0. 3
GiY OF COPPELL
~~"~~ '~O~ ~ ~ AUG. 1995
ca+su~nrKS cNCUrmes
~-2.nG~
W
H
a
U
W
N
H
N
U
ro
a~
0
U
0
z
0
_~
+~
0
m
i
N
i
0
0
z
+~
0
U
U
W
i
0
i
m
+~
N
ro
W
-~
ro
a~
0
w
Q
CITY OF COPPELL
VOL 95108, PG. 531
\ W
~`~'~
\~
1/2' I.R.F.-
RNERCHASE ADDN.
TRACT 2
t
5
R ' ~ 1
S.A dt Y.G. SURVEY
ASST. N0. 1442
N 29'48'47' E
34.62'
~, Z `~ R
~ ~:::~: ~
N N
~~ ~~ ~ CITY OF COPPELL
• ~~ =~~ • ° VOL 95007, PG. 1993 R
~::~~
~ ~: ~
N _ . '.' N
:•::: `°, N 29'48'45' E PROP. 50' TEMfP.
v ~- 77.51' CONST. ESMT.
~,~ ~\
~~~~ ~
c° N 89'52'10' E -f
79.95'
~ ~ 1/2' I.R.F.
8 ~3.
~. '~ o•
~~
~J•Vp•
~, N 0'41'40' E '602.94'
.. ...T.... .. .. .. ..... ... .. .....
I
~~ ~..•..
i
S 0'41'40' W -556.$6' 265.71
EXIST. 30'
• SEWER ESMT,
1 ~/_~~ I PROP. PERM.
`i ~~,~<3 uNE Es-rT. DiAV~ YYERS .SURVEY
~. ~. ~.
'` ASST. N0. 886
O ~~ . `` N . y't~ ~tj1$~ ~l~O S
M ~•.•.••~ •.....•.•
~~~ ~ Rnss L.JACOBS ,
~~~ ...:.......... ti •• ~ rq q ~
J• p• ~„q~ 2398 ~; MTE: QC_ T
e_ . ~.~.,
w cr.~ c• t-tM
W
H
r~
U
W
H
Qt
U
ro
a~
0
U
0
z
0
1 -~
SCALE 1" = 100' o
d ~
rn ~
CARROl1TON-FARMERS BRANCH ~ N
INDEPENDF~VT SCHOOL DISTRICT °
VOI. 89075, PG. 274 cNV ~'
N
~ 2
0
U
S 89'17'27' E
60.00' ~
~
w
-3/8' I.R.F. ASST. 1442 ~
--- ABSi. 886 ~ _
..- ~
R
POINT OF ~DY/MAC PARTNERS
BEGINNING TRACT 1-A
VOL 93071, PG. 161 ~
°
'
~,
ro
CITY OF IRVING
TEXAS
,
PERMANENT WATER l1NE EASEMENT ro
YY~TER SUPPLY LINE N0. 3
C(iY OF COPPELL ~
m
~°~• '~ '~ ~ ~ OCT. 1995 Q
corisu nNO a~aNmes
w
COPP-1.bWG Q