Homestead Unit 3BL
1
2
C38
L21
L22
L13
L16
S58°59'17"W
120.00'
C28
13
14
1
2
3
4
5
6
7
8
12 1
2
23
30
31
32
33
34
35
36
37
38
39
40
41
42
6
7
8
9
3
4
5
6
7
5
4
3
2
1
N61°33'41"E
122.13'
N60°02'29"E
120.43'
N58°59'17"E
120.00'
N
4
2
°
0
5
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2
8
"
W
1
2
5
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7
1
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N
4
7
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4
9
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0
7
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1
2
0
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2
1
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S
4
9
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0
9
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5
3
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E
1
2
0
.
0
0
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S
4
9
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0
9
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5
3
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E
1
2
0
.
0
0
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S
4
9
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0
9
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5
3
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E
1
2
0
.
0
0
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S
4
9
°
0
9
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5
3
"
E
1
2
0
.
0
0
'
S61°27'14"W
122.00'
S59°48'02"W
121.12'
N58°59'17"E
120.00'
S58°59'17"W
120.00'
S58°59'17"W
120.00'
S
4
9
°
0
9
'
5
3
"
E
1
2
0
.
0
0
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S
4
9
°
0
9
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5
3
"
E
1
2
0
.
0
0
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S
4
9
°
0
9
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5
3
"
E
1
2
0
.
0
0
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S
4
9
°
0
9
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5
3
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E
1
1
9
.
9
4
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S
6
6
°
4
9
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5
6
"
E
1
2
1
.
5
2
'
N46°1
1
'
0
4
"
E
121.35
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S
2
8
°
3
6
'
0
0
"
E
1
2
4
.
8
9
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N34°
3
2
'
4
3
"
E
105.
4
1
'
S
4
9
°
0
9
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5
3
"
E
2
2
9
.
1
1
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N40°
5
0
'
0
7
"
E
2
0
8
.
9
3
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N
4
6
°
3
5
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5
2
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W
2
0
5
.
9
3
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S40°5
0
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0
7
"
W
4
6
3
.
0
4
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S56°10'38
"
W
1
4
1
.
7
7
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S
4
9
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0
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5
3
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E
1
2
0
.
0
0
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L1 C1
C2
L2
L3
L4
L5
L
7
C3
C
8
25'
5 0'
25'
25'
5 0'
25'
2
5
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5
0
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2
5
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2
5
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5
0
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2
5
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2
5
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5
0
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2
5
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℄
℄
℄
C
1
8
℄
℄
℄
60' R
1
1
1
1
1
1
1
1
1
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5
0
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0
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2
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.
3
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S40°5
0
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0
7
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W
3
9
4
.
4
7
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S40°
5
0
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0
7
"
W
3
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4
.
4
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C2
2
L17
C25
C
2
4
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6
C
2
7
S49°09'53"E
6
5
.
0
2
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WINK
L
E
R
T
R
A
I
L
H
A
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T
L
E
Y
S
Q
U
A
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WINK
L
E
R
T
R
A
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L
N31°00'43"W
3
3
.
0
3
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N31°00'43"W
6
6
.
7
5
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N31°00'43"W
6
5
.
0
0
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N31°00'43"W
2
4
.
0
1
'
S56°10'38"W126.19'
N56°10'38"E
15.58'
S40°50'07"W60.86
'
S40°50'07"W74.94
'
S40°50'07"W67.23
'
S40°50'07"W65.00
'
S40°50'07"W65.00
'
S40°50'07"W65.00
'
S40°50'07"W65.00
'
N40°50'07"E
65.00
'
N40°50'07"E
65.00
'
N40°50'07"E
65.00
'
N40°50'07"E
65.00
'
N40°50'07"E
49.73
'
S31°00'43"E
6
5
.
0
0
'
S31°00'43"E
6
5
.
0
0
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N31°00'43"W
1
9
.
9
6
'
6
9
.
3
0
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R=2425.00CHORD BEARING = S2
7
°
3
7
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1
2
"
E
6
4
.
3
4
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R=2425.00
CHORD BEARING =
S
2
9
°
1
1
'
5
5
"
E
4
4
.
5
8
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R=2425.00
CHORD BEARIN
G
=
S
3
0
°
2
9
'
0
7
"
E
6
8
.
5
3
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R=2375.00CHORD BEARING = S2
9
°
2
2
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2
2
"
E
5
4
.
7
6
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R=2375.00
CHORD BEARIN
G
=
S
2
7
°
5
3
'
0
8
"
E
S31°00'43"E
3
3
.
0
2
'
3
3
.
6
9
'
R=2375.00CHORD BEARING = S
3
0
°
3
6
'
2
1
"
E
N26°54'20"E
15.0
0
'
N31°00'43"W
6
5
.
0
0
'
N31°00'43"W
6
5
.
0
0
'
N31°00'43"W
6
5
.
0
0
'
117.15'
R=575.00CHORD BEARING = N53°55'38"E
72.81
'
R=575.00CHORD BEARING = N44°27'46"E
N40°50'07"E202.4
6
'
S40°50'07"W68.19
'
S40°50'07"W65.00
'
S40°50'07"W58.82
'
6.44'
R=325.00CHORD BEARING = N40°16'08"E
93.7
9
'
S46°35'52"E
7
7
.
7
0
'
N46°35'52"W
6
9
.
6
9
'
N46°35'52"W
5
8
.
5
6
'
N11°03'28"E
46
.
4
3
'
N26°54'20"E
46.2
0
'
N40°50'07"E
68.19
'
N40°50'07"E
65.00
'
N40°50'07"E
65.25
'
S40°50'07"W10.49
'
S49°09'53"E
6
9
.
3
2
'
S49°09'53"E
1
4
8
.
0
7
'
S49°09'53"E
6
6
.
7
0
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N34°32'43"E
95.5
0
'
S28°36'00"E
8
8
.
4
0
'
S28°36'00"E
6
5
.
0
3
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S28°36'00"E
3
2
.
0
0
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S31°00'43"E
3
3
.
0
3
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S31°00'43"E
6
5
.
0
0
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S31°00'43"E
6
5
.
0
0
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S31°00'43"E
6
5
.
0
0
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N31°00'43"W
8
6
.
7
0
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N28°36'00"W
6
0
.
5
2
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N31°00'43"W
9
9
.
0
7
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N
2
8
°
3
6
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0
0
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W
N31°00'43"W
4
3
.
5
1
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S31°00'43"E
1
3
.
6
2
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C34
N58°59'17"E
120.00'
N57°53'48"E
119.55'
N37°
4
6
'
4
2
"
E
122.
9
4
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N
3
6
°
2
1
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4
9
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W
1
3
4
.
7
6
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C
4
8
C
4
9
65.77'
R=625.00CHORD BEARING = N56°39'03"E
62.48'
R=625.00CHORD BEARING = N50°46'22"E
62.48
'
R=625.00CHORD BEARING = N45°02'43"E
14.68
'
R=625.00CHORD BEARING = N41°30'30"E
GRID:
N = 13778654.06
E = 2218824.13
N
3
1
°
0
0
'
4
3
"
W
S31°00'43"E
1
2
.
3
7
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N45°33'20"E
75.35
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4
8
.
8
4
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R=60.00CHORD BEARING = N44
°
0
2
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0
9
"
W
47
.
2
6
'
R=60.00CHORD BEARING = N1°5
1
'
0
2
"
E
47.91'
R=60.00CHORD BEARING = N47°17'25"E
55.
3
0
'
R=60.00CHORD BEARING = S83°26'02"E
4
8
.
4
7
'
R=60.00CHORD BEARING
=
S
3
3
°
5
3
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1
8
"
E
59.
6
2
'
R=60.00
CHORD BEARING =
S
1
7
°
4
3
'
0
8
"
W
S52°53'5
9
"
W
130.70'
S62°01'18"W
129.33'
N79°33'
1
7
"
E
124.54'
N
6
0
°
4
1
'
5
2
"
W
1
1
4
.
5
5
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8
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2
3
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2
7
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W
13
0
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7
9
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1
°
2
3
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4
8
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E
15
5
.
7
9
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N42°2
3
'
2
9
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E
132.7
9
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N42°2
3
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2
9
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E
208.9
5
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N
4
9
°
0
9
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5
3
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W
10
N31°00'43"W
6
5
.
0
0
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S31°00'43"E
6
5
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0
0
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N
3
1
°
0
0
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4
3
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W
3
8
3
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C
4
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L
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L
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6
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L
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1
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C39
C9
N
3
1
°
0
0
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4
3
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4
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9
5
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6
5
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5
9
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9
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6
5
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0
0
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S31°00'43"E
6
5
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0
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N
3
1
°
0
0
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4
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W
2
9
5
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6
2
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C19
C20
S31°00'43"E
6
7
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5
9
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25'
5 0'
25'
25'
5 0'
25'
1
LOT
901
S
H
A
C
K
E
L
F
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R
D
10
0
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7
7
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R=150.00
CHORD BEARING
=
S
1
1
°
4
6
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0
1
"
E
N58°59'17"E
120.00'
N58°59'17"E
120.00'
N58°59'17"E
120.00'
BL
O
C
K
6
C12
C14
L15
C15
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6
S
2
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4
2
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5
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1
5
3
.
6
4
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7
N
2
4
°
2
4
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5
6
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W
1
3
5
.
5
5
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N71°49'42"E
121.02'
N65°17'07"E
120.72'
N65°17'07"E
121.08'
N64°43'08"E
121.55'
S63°11'56"W
122.61'
C4
1
C
4
5
C4
2
C43
S24°24'56"E
50
.
0
7
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S24°24'56"E
65
.
9
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C
4
4
S24°42'53"E
47
.
8
6
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4
6
S24°42'53"E
65
.
0
0
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S24°42'53"E
40
.
7
8
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42
.
6
4
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R=125.00
CHORD BEARING
=
S
8
°
2
3
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5
6
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E
C
1
1
C
1
7
64
.
3
4
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R=2425.00
CHORD BEARIN
G
=
S
2
6
°
0
2
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2
8
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E
23
.
9
7
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R=2425.00CHORD BEARING = S2
4
°
5
9
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5
2
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E
N24°24'56"W
19
.
5
3
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14
.
2
8
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R=125.00
CHORD BEARIN
G
=
S
2
1
°
2
6
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3
5
"
E
2
1
2
2
2
3
N
2
8
°
3
6
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0
0
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W
L
2
3
S
4
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°
0
9
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3
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1
2
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.
0
0
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L24
L25
N34°32'43"E
9.91
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N61°31'16"E
44.09'
N34°32'43"E
83.9
5
'
S34°52'35"E
2
6
.
2
1
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S34°52'35"E
2
5
.
4
7
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3.
9
9
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R=125.00
CHORD BEARING
=
S
2
0
°
0
6
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2
7
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E
3
0
.
2
3
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R=125.00
CHORD BEAR
I
N
G
=
S
2
7
°
5
6
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5
6
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E
S34°52'35"E
3
5
.
9
7
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S34°52'35"E
1
5
.
7
1
'
C
1
3
C
2
3
C
3
6
L
5
1
L
5
2
L
5
3
L
5
4
4
4
1
1
1
1
1
1
HOMESTEAD UNIT 3A
(DOC #2017000455)
HOM
E
S
T
E
A
D
U
N
I
T
3
A
(DO
C
.
#
2
0
1
7
0
0
0
4
5
5
)
10
11
12
13
14
15
16
17
18
19
20
21
22
8
9
1
18
19
20
21
22
23
24
25
26
1
2
3
4
5
BLOC
K
1
0
BLO
C
K
1
1
BLO
C
K
1
0
14
13
12
BLOCK 11
BLOCK 7
7
LOT 904
BLOCK 9
HOMESTEAD UNIT 1A, RE-PLAT
(DOC.# ________)
4
BLO
C
K
1
0
3
6
5
1
900
900
7
3
3
14
H
O
M
E
S
T
E
A
D
P
A
R
K
W
A
Y
℄
℄
25'
5 0'
25'
2
5
'
5
0
'
2
5
'
25
'
5 0
'
25
'
HA
R
T
L
E
Y
S
Q
U
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R
E
SOM
E
R
V
E
L
L
2
5
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5
0
'
2
5
'
CRO
C
K
E
T
T
C
O
V
E
℄
℄
℄
℄
27.75'
49.50'
21.75'
27.75'
49.50'
21.75'
5
11
11
8
8
L
O
T
9
0
0
L
O
T
9
0
0
LO
T
9
0
0
3
3
3
2
5
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5
0
'
2
5
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CROC
K
E
T
T
C
O
V
E
℄
B
A
L
L
E
Y
P
O
I
N
T
25'5 0'
25'
℄
7
4
11
10
BLOC
K
9
9
BLOC
K
9
S40°
5
0
'
0
7
"
W
218.3
2
'
L
O
T
9
0
3
Date: Dec 04, 2018, 1:44pm User ID: telseth
File: N:\392\01\02\3B\Design\Civil\Plat\PL3920102 - Final Plat UNIT-3B.dwgDRAWN BY: LM
SHEET 1 OF 2
HOMESTEAD UNIT 3B
FINAL PLAT ESTABLISHING
SCALE : 1''= 100'
0'50'100'150'200'
STATE OF TEXAS
COUNTY OF BEXAR
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY
CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
.
GEORGE WERON, P.E.
REGISTERED PROFESSIONAL ENGINEER NO. 98203
KFW ENGINEERS & SURVEYING, INC.
THIS PLAT OF THE HOMESTEAD UNIT 3B HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF
SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION.
DATED THIS DAY OF A.D. 20 .
BY: .
CHAIRPERSON
BY: .
SECRETARY
STATE OF MASSACHUSETTS
COUNTY OF SUFFOLK
.
OWNER: ILF N-T OWNER, LP
500 BOYLSTON STREET, SUITE 1870
BOSTON, MA 02116
PHONE: 617-221-8400
STATE OF MASSACHUSETTS
COUNTY OF SUFFOLK
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED
, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. .
.
NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS
HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL
REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO
WHICH THIS APPROVAL IS REQUIRED.
DATED THIS _________________ DAY OF ________________, A.D. 20 _____.
.
CITY ENGINEER
.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
STATE OF TEXAS
COUNTY OF GUADALUPE
I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M.
AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF
SAID COUNTY IN DOC# .
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE,
THIS DAY OF A.D. .
COUNTY CLERK, GUADALUPE COUNTY,TEXAS
BY: , DEPUTY
NOTES:
1.NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE
SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS
PLAT. NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
CROSS-SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED
WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ
SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT
PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF
SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS
WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID
LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS.
2.SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY
ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
AND BUILDING PERMITS.
3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, OR OTHER
AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNER'S
SUCCESSORS AND/OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED
BY THE CITY.
4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL
NO. 48187C0090F DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN
THE 100-YR FLOODPLAIN.
5. ALL LOT ARE TO BE SERVICED FROM THE FRONT OF THE LOT.
6. THIS PLAT CONSISTS OF 58 BUILDABLE "SF-65" LOTS.
N
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE HOMESTEAD UNIT 3B OF SCHERTZ, TEXAS AND WHOSE NAME IS
SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER
ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND
PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION
THEREIN EXPRESSED.
THIS THE DAY OF ,
A 14.14 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL &
GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO.
257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT
471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND
BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP
REALTY , LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF
THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF
RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC
RECORDS OF GUADALUPE COUNTY, TEXAS.
SURVEYOR NOTES:
1.1/2" DIAMETER REBAR WITH A BLUE
PLASTIC CAP STAMPED "KFW
SURVEYING" SET AT ALL CORNERS
UNLESS NOTED OTHERWISE.
2.BEARINGS ARE BASED ON THE STATE
PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE, NORTH AMERICAN
DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE
GRID WITH A COMBINED SCALE FACTOR
OF 1.0001567.
4.THE ELEVATIONS FOR THIS SURVEY ARE
BASED ON NAVD88 (GEOID09).
SCH
E
R
T
Z
CITY
LIMI
T
S
SITE
MAPSCO PAGE: 488 GRID:E7, E8
N
LOCATION MAP N.T.S.
I.H.
3
5
S
C
H
W
A
B
R
D
.
E
C
K
H
A
R
D
T
R
D
.
SHEET INDEX N.T.S.
SHEET-2
SHEET-1
SEE SHEET 2 OF 2 FOR
LINE AND CURVE TABLES
M
A
T
C
H
L
I
N
E
"
A
"
S
E
E
S
H
E
E
T
2
O
F
2
THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND
APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA)
FOR WASTEWATER TREATMENT PLANT CAPACITY AND
EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME
OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF
BUILDING PERMIT APPLICATION.
COMA
L
C
O
U
N
T
Y
GUAD
A
L
U
P
E
C
O
U
N
T
Y
±
4
,
4
5
0
L
.
F
T
O
I
N
T
E
R
S
E
C
T
I
O
N
O
F
I
H
-
3
5
A
N
D
H
O
M
E
S
T
E
A
D
P
K
W
Y
.
A REMAINING PORTION OF 522.18 ACRES
OWNER: ILF N-T OWNER, LP
500 BOYLSTON STREET, SUITE 2010
BOSTON, MA 02116
(DOC. # 201406044206)
23.76 ACRES
OWNER: BOARD OF TRUSTEES OF THE
SCHERTZ-CIBOLO UNIVERSAL CITY
INDEPENDENT SCHOOL DISTRICT
1060 ELBEL ROAD
SCHERTZ, TX 78154
(VOL. 4176 PG. 283)
KEY NOTES
15' ELECTRIC, GAS, TELEPHONE,
& CABLE T.V. EASEMENT
1
2 16' SANITARY SEWER EASEMENT
50' DRAINAGE EASEMENT TO
EXPIRE UPON INCORPORATION
INTO PLATTED STREET
(DOC. # 2017000440)
1
3
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. # 2017004978)
2
VARIABLE WIDTH LANDSCAPE
BUFFER
4 10' ELECTRIC, GAS, TELEPHONE,
& CABLE T.V. EASEMENT
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. # 2017000455)
3
30' WATER AND SANITARY SEWER
EASEMENT (DOC. #__________)4
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
5
VARIABLE WIDTH LANDSCAPE BUFFER
AND PEDESTRIAN ACCESS EASEMENT
(31' MAX) (DOC. #2017000454)
6
VARIABLE WIDTH LANDSCAPE BUFFER
AND PEDESTRIAN ACCESS EASEMENT
(19.50' MAX) (DOC. #2017000454)
7
8 10' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
9 20' x 20' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
10 VARIABLE WIDTH PRIVATE
DRAINAGE EASEMENT
(DOC. #2017000454)
11 3' WATER EASEMENT
(DOC. #2017000454)
12 16' SANITARY SEWER EASEMENT
(DOC. #2017000455)
13 15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #________)
14 VARIABLE WIDTH PRIVATE
DRAINAGE EASEMENT
(DOC. #________)
DETAIL "A"
SCALE: 1"=30'
LOT 901
BLOCK 6
℄
C9
C39
HA
R
T
L
E
Y
SQ
U
A
R
E
1SEE
DETAIL-A
THIS SHEET
AB
PROPERTY LINE
(STREET SIDE)
5'
LOT
EASE.
LOT
5'
EASE.
REAR
LP
PR
O
P
E
R
T
Y
LI
N
E
10' MIN.
0-5'
PL
HOUSE
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 3B
SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC
COOPERATIVE, INC. FOR EASEMENTS.
GVEC NOTES:
1.ALL UTILITY EASEMENT ARE FOR THE
CONSTRUCTION, MAINTENANCE (INCLUDING
BUT NOT LIMITED TO REMOVAL OF TREES
AND OTHER OBSTRUCTIONS), READING OF
METERS, AND REPAIR OF ALL OVERHEAD AND
UNDERGROUND UTILITIES.
2.PERMANENT FENCING IN UTILITY EASEMENTS,
INCLUDING BUT NOT LIMITED TO PAD
MOUNTED TRANSFORMERS AND METER
LOCATIONS ARE PROHIBITED UNLESS
INSTALLED ACROSS THE EASEMENT IS A 12'
WIDE HINGED GATE (TWO SID FOOT GATES
OR ONE TWELVE FOOT GATE) WHICH WILL BE
KEPT UNLOCKED AT ALL TIMES IN ORDER TO
PROVIDE CONTINUOUS ACCESS FOR USE BY
THE COOPERATIVE FOR SERVICING THE
ELECTRIC DISTRIBUTION SYSTEM.
3. THE ESTABLISHMENT OF SHRUBBERIES,
TREES OR OTHER APPURTENANCES IN THE
UTILITY EASEMENTS THAT WOULD PREVENT
THE COOPERATIVE FORM SERVICE THE
ELECTRIC DISTRIBUTION SYSTEM IS
PROHIBITED.
4. A MINIMUM 200-AMPERRE METER BASE AND
MAIN DISCONNECT SWITCH IS TO BE
INSTALLED ON EACH RESIDENCE WITHIN THE
SUBDIVISION. THE METER BASE AND MAIN
DISCONNECT SWITCH ASSEMBLY SHALL BE
LOCATED ON THE SIDE OF EACH RESIDENCE
BUILT NEAREST TO THE PAD MOUNTED
TRANSFORMER, OR SECONDARY PEDESTAL,
SERVING THE STRUCTURE, AND WITHIN FIVE
FEET FROM THE FRONT OF THE STRUCTURE
AND SHALL NOT BE LOCATED WITHIN A
FENCED AREA.
G.V.E.C. SHALL HAVE ACCESS
TO THE METER LOCATIONS
FROM THE FRONT YARDS WITH
THE METER LOCATIONS NOT
BEING LOCATED WITHIN A
FENCED AREA.
NOTE: G.V.E.C. WILL MAINTAIN
5' EASEMENT FOR SERVICE
ENTRANCE TO DWELLING. THIS
EASEMENT WILL VARY
DEPENDING UPON LOCATION
OF DWELLING.
2 1 2'
EITHER SIDE
OF METER
ELECTRIC METER
0-5' MAX FROM
CORNER OF
HOUSE
25' MIN.
DISTANCE
VARIES
10' UTILITY
EASEMENT
STATE OF TEXAS
COUNTY OF BEXAR
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH
BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY
MADE ON THE GROUND.
.
TERESA A. SEIDEL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672
KFW SURVEYING, LLC
3421 PAESANOS PKWY., SUITE 200
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-8441
3421 Paesanos Pkwy., Suite 200, San Antonio, TX 78231
3KRQH )D[
7%3()LUP 7%3/6)LUP
A REMAINING PORTION OF 522.18 ACRES
OWNER: ILF N-T OWNER, LP
500 BOYLSTON STREET, SUITE 2010
BOSTON, MA 02116
(DOC. # 201406044206)
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.S.I.R.
S.I.R.S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
5
5
9
9
7
5
MAS
O
N
VAL
L
E
Y
3
5
11
S.I.R.
S.I.R.
= SET 1 2" IRON ROD WITH BLUE
CAP STAMPED "KFW
SURVEYING"
S.I.R.
LEGEND
1
2
3
23
24
25
26
27
28
29
30313233
S4
9
°
0
9
'
5
3
"
E
1
2
0
.
0
0
'
S4
9
°
0
9
'
5
3
"
E
12
0
.
0
0
'
S4
9
°
0
9
'
5
3
"
E
12
0
.
0
0
'
S4
9
°
0
9
'
5
3
"
E
11
9
.
9
4
'
S
6
6
°
4
9
'
5
6
"
E
1
2
1
.
5
2
'
S
8
4
°
0
3
'
1
7
"
E
1
2
1
.
1
5
'
N
7
8
°
4
4
'
4
5
"
E
1
2
0
.
6
6
'
N63
°
3
8
'
2
3
"
E
120
.
0
6
'
N43°24'08"E
120.96'
N43°24'08"E
120.00'
N46°11'04"E
121.35'
S47°47'41"W
125.65'
S43°33'44"W
120.30'
S4
9
°
0
9
'
5
3
"
E
2
2
9
.
1
1
'
N40°50'07"E 208.93'
N4
6
°
3
5
'
5
2
"
W
2
0
5
.
9
3
'
S3
9
°
2
7
'
2
9
"
E
12
8
.
2
6
'
S46°15'54"W
106.43'
L3
L4
L5
L6
L7
C3
C
4
L8
C5
L9
L1
0
C6
25
'
5
0
'
25
'
25'
5 0'
25'
25'
5 0'
25'
25
'
5
0
'
25
'
℄
℄
℄
℄
1
1
1 1
2.
7
2
'
R=975.00CHORD BEARING = N4
6
°
3
1
'
0
4
"
W
S40°50'07"W 218.32'
S40°50'07"W 394.47'
C29
S49°09'53"E
L1
8
C3
0
C3
1
L1
9
C
3
2
ARCHER
PASS
WI
N
K
L
E
R
T
R
A
I
L
WINKLER TRAIL
L20
S27°04'43"W
N26°54'20"E
15.00'
S40°50'07"W
68.19'
S40°50'07"W
65.00'
S40°50'07"W
58.82'
6.44'
R=325.00CHORD BEARING = N40°16'08"E
93.79'
R=325.00CHORD BEARING = N31°26'06"E
97.69
'
R=325.00CHORD BEARING = N14°33'23"E
97.5
6
'
R=325.00CHORD BEARING = N2°3
9
'
1
6
"
W
93
.
5
6
'
R=325.00CHORD BEARING = N19°
3
0
'
0
5
"
W
10
0
.
4
6
'
R=325.00
CHORD BEARING
=
N
3
6
°
3
6
'
1
5
"
W
6.
4
5
'
R=325.00CHORD BEARING =
N
4
6
°
0
1
'
4
4
"
W
S46°35'52"E
58
.
5
5
'
49
.
7
7
'
R=1020.20CHORD BEARING = N4
5
°
1
2
'
1
1
"
W
53
.
3
5
'
R=1020.40CHORD BEARING = N42°
1
9
'
4
0
"
W
S46°35'52"E
77
.
7
0
'
N46°35'52"W
69
.
6
9
'
N46°35'52"W
58
.
5
6
'
N37°34'47"W
57
.
7
3
'
N20°38'16"W
56
.
5
2
'
N04°47'24"W
51.
2
7
'
N11°03'28"E
46.4
3
'
N26°54'20"E
46.20'N40°50'07"E
68.19'
N40°50'07"E
65.00'
N40°50'07"E
65.25'
S40°50'07"W
10.49'
S37°34'47"E
6.
5
4
'
S49°09'53"E
S49°09'53"E
S49°09'53"E
N39°27'29"W
62
.
7
1
'
S39°27'29"E
63
.
1
5
'
72
.
0
2
'
R=975.00
CHORD BEARIN
G
=
N
4
4
°
1
9
'
1
7
"
W
72
.
0
2
'
R=975.00CHORD BEARING = N
4
0
°
0
5
'
2
1
"
W
N04°47'24"W
5.2
5
'
S11°03'28"W
10.0
9
'
BL
O
C
K
8
BL
O
C
K
1
0
BLOCK 10
1
14
.
0
4
'
N52°01'
3
7
"
E
126.34'
1
1
HOMESTEAD UNIT 3A
(DOC.# 2017000455)
12
13 14
15
16
17
18
19
20
21
22
4
51415161718192021
BLOCK 10
BLOCK 11
141312
3
LOT 904
BLOCK 9
HOMESTEAD UNIT 1A, RE-PLAT
(DOC.# ________)
LOT 904
BLOCK 9
1
4
BLOCK 11
BL
O
C
K
8
BLOCK 10
14
10
1
5
4
12
900
14
3
3
3
3
3
HOMESTEAD UNIT 3A
(DOC.# 2017000455)
HOMESTEAD UNIT 1A
(DOC.# 2017000454)
25
'
5
0
'
25
'
CROCKETT
C
O
V
E
℄
25'
5 0'
25'
℄
WI
N
K
L
E
R
T
R
A
I
L
BA
L
L
E
Y
P
O
I
N
T
25'
5 0'
25'
℄
5
4
C7
13
14
13
121110BLOCK 9
9
BLOCK 9
S40°50'07"W
218.32'
LO
T
9
0
3
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C48
C49
LENGTH
22.50'
108.97'
114.38'
21.95'
48.68'
22.02'
514.98'
162.24'
148.83'
100.77'
155.42'
6.34'
34.21'
116.75'
19.22'
56.92'
106.25'
156.97'
23.36'
189.96'
16.65'
23.57'
31.17'
12.61'
307.43'
20.21'
5.04'
23.77'
495.95'
103.12'
98.09'
22.81'
205.42'
23.74'
18.70'
193.62'
5.55'
122.48'
160.28'
102.78'
75.91'
14.93'
48.07'
72.81'
34.55'
43.27'
102.32'
RADIUS
15.00'
425.00'
685.00'
15.00'
975.00'
15.00'
375.00'
1967.24'
100.00'
150.00'
1350.00'
25.00'
125.00'
175.00'
15.00'
125.00'
2425.00'
2375.00'
15.00'
575.00'
1967.24'
14.97'
125.00'
15.00'
60.00'
15.00'
69.25'
14.96'
325.00'
1025.00'
975.00'
15.00'
625.00'
15.00'
75.00'
4450.00'
25.00'
150.00'
2425.00'
4450.00'
4450.00'
4450.05'
1350.00'
1350.00'
1350.00'
1967.24'
1967.24'
TANGENT
13.98'
54.79'
57.32'
13.47'
24.34'
13.53'
307.39'
81.17'
92.08'
52.37'
77.80'
3.19'
17.22'
60.64'
11.18'
28.96'
53.14'
78.52'
14.80'
95.85'
8.32'
15.03'
15.67'
6.70'
39.28'
11.98'
2.52'
15.24'
310.76'
51.60'
49.08'
14.27'
103.65'
15.18'
9.40'
96.82'
2.78'
64.89'
80.17'
51.39'
37.95'
7.46'
24.04'
36.41'
17.27'
21.64'
51.17'
DELTA
85°57'06"
14°41'28"
9°34'02"
83°49'58"
2°51'38"
84°06'47"
78°41'00"
4°43'31"
85°16'29"
38°29'25"
6°35'47"
14°32'23"
15°40'59"
38°13'29"
73°23'54"
26°05'20"
2°30'38"
3°47'13"
89°13'26"
18°55'43"
0°29'06"
90°13'13"
14°17'17"
48°09'46"
293°34'21"
77°12'30"
4°10'17"
91°02'15"
87°25'59"
5°45'50"
5°45'50"
87°08'14"
18°49'54"
90°40'44"
14°17'17"
2°29'34"
12°42'33"
46°47'04"
3°47'13"
1°19'24"
0°58'38"
0°11'32"
2°02'24"
3°05'24"
1°27'58"
1°15'37"
2°58'48"
CHORD
20.45'
108.68'
114.25'
20.04'
48.67'
20.10'
475.46'
162.19'
135.47'
98.88'
155.34'
6.33'
34.11'
114.60'
17.93'
56.43'
106.25'
156.95'
21.07'
189.10'
16.65'
21.21'
31.09'
12.24'
65.73'
18.72'
5.04'
21.35'
449.21'
103.07'
98.04'
20.68'
204.50'
21.34'
18.65'
193.60'
5.53'
119.11'
160.25'
102.78'
75.91'
14.93'
48.07'
72.80'
34.55'
43.27'
102.31'
CHORD BEARING
N15°45'02"E
N51°22'51"E
N50°33'00"E
S82°45'00"E
N39°24'12"W
S4°12'31"W
N1°29'37"E
N33°22'29"W
N11°37'31"E
N11°46'01"W
N27°42'50"W
N62°28'52"E
S27°02'06"E
N88°51'48"E
S35°19'30"E
S11°40'13"E
S25°58'12"E
S29°07'07"E
S75°37'27"E
N50°17'59"E
S35°29'41"E
N4°09'53"W
S42°01'14"E
N43°16'30"W
S79°25'48"W
S7°34'45"W
S32°57'02"E
N86°12'35"E
N2°52'52"W
S43°42'56"E
S43°42'56"E
N89°50'01"E
N50°15'04"E
S14°19'39"W
S42°01'14"E
N23°10'09"W
S60°37'02"W
S30°52'14"W
S29°07'07"E
S22°35'04"E
N23°44'05"W
S24°19'10"E
S25°26'08"E
S28°00'03"E
S30°16'44"E
S31°38'32"E
S33°45'44"E
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L51
L52
L53
L54
LENGTH
50.00'
75.35'
61.20'
56.52'
56.52'
56.52'
64.27'
50.00'
72.31'
50.00'
39.61'
11.55'
29.32'
18.61'
1.25'
53.56'
72.59'
52.04'
105.88'
50.00'
11.55'
59.72'
44.09'
83.95'
51.68'
16.60'
51.68'
16.80'
BEARING
N62°46'30"E
N45°33'20"E
N26°54'20"E
N11°03'28"E
N4°47'24"W
N20°38'16"W
N37°34'47"W
N49°09'59"E
S46°35'52"E
S43°44'06"E
N35°44'14"W
S54°15'46"W
N31°00'43"W
S72°01'28"E
S54°15'46"W
S40°50'07"W
S46°35'52"E
S46°35'52"E
N46°15'54"E
N35°44'14"W
S54°15'46"W
S41°54'35"E
N61°31'16"E
N34°32'43"E
S34°52'35"E
S49°09'53"E
N34°52'35"W
N49°09'53"W
S39°27'29"E
2
.
4
0
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Date: Dec 04, 2018, 1:43pm User ID: telseth
File: N:\392\01\02\3B\Design\Civil\Plat\PL3920102 - Final Plat UNIT-3B.dwgDRAWN BY: LM
SHEET 2 OF 2
HOMESTEAD UNIT 3B
FINAL PLAT ESTABLISHING
SCALE : 1''= 100'
0'50'100'150'200'
STATE OF TEXAS
COUNTY OF BEXAR
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY
CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
.
GEORGE WERON, P.E.
REGISTERED PROFESSIONAL ENGINEER NO. 98203
KFW ENGINEERS & SURVEYING, INC.
THIS PLAT OF THE HOMESTEAD UNIT 3B HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF
SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION.
DATED THIS DAY OF A.D. 20 .
BY: .
CHAIRPERSON
BY: .
SECRETARY
STATE OF MASSACHUSETTS
COUNTY OF SUFFOLK
.
OWNER: ILF N-T OWNER, LP
500 BOYLSTON STREET, SUITE 1870
BOSTON, MA 02116
PHONE: 617-221-8400
STATE OF MASSACHUSETTS
COUNTY OF SUFFOLK
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED
, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. .
.
NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS
HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL
REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO
WHICH THIS APPROVAL IS REQUIRED.
DATED THIS _________________ DAY OF ________________, A.D. 20 _____.
.
CITY ENGINEER
.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
STATE OF TEXAS
COUNTY OF GUADALUPE
I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M.
AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF
SAID COUNTY IN DOC# .
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE,
THIS DAY OF A.D. .
COUNTY CLERK, GUADALUPE COUNTY,TEXAS
BY: , DEPUTY
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE HOMESTEAD UNIT 3B OF SCHERTZ, TEXAS AND WHOSE NAME IS
SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER
ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND
PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION
THEREIN EXPRESSED.
THIS THE DAY OF ,
A 14.14 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL &
GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO.
257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT
471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND
BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP
REALTY , LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF
THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF
RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC
RECORDS OF GUADALUPE COUNTY, TEXAS.
SURVEYOR NOTES:
1.1/2" DIAMETER REBAR WITH A BLUE
PLASTIC CAP STAMPED "KFW
SURVEYING" SET AT ALL CORNERS
UNLESS NOTED OTHERWISE.
2.BEARINGS ARE BASED ON THE STATE
PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE, NORTH AMERICAN
DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE
GRID WITH A COMBINED SCALE FACTOR
OF 1.0001567.
4.THE ELEVATIONS FOR THIS SURVEY ARE
BASED ON NAVD88 (GEOID09).
SCH
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MAPSCO PAGE: 488 GRID:E7, E8
N
LOCATION MAP N.T.S.
I.H.
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5
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SEE PLATTING NOTES ON PAGE 1 OF 2
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A
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SE
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S
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2
SITE
THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT
PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION.
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KEY NOTES
15' ELECTRIC, GAS, TELEPHONE,
& CABLE T.V. EASEMENT
1
2 16' SANITARY SEWER EASEMENT
50' DRAINAGE EASEMENT TO
EXPIRE UPON INCORPORATION
INTO PLATTED STREET
(DOC. # 2017000440)
1
3
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. # 2017004978)
2
VARIABLE WIDTH LANDSCAPE
BUFFER
4 10' ELECTRIC, GAS, TELEPHONE,
& CABLE T.V. EASEMENT
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. # 2017000455)
3
30' WATER AND SANITARY SEWER
EASEMENT (DOC. #__________)4
15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
5
VARIABLE WIDTH LANDSCAPE BUFFER
AND PEDESTRIAN ACCESS EASEMENT
(31' MAX) (DOC. #2017000454)
6
VARIABLE WIDTH LANDSCAPE BUFFER
AND PEDESTRIAN ACCESS EASEMENT
(19.50' MAX) (DOC. #2017000454)
7
8 10' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
9 20' x 20' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #2017000454)
10 VARIABLE WIDTH PRIVATE
DRAINAGE EASEMENT
(DOC. #2017000454)
11 3' WATER EASEMENT
(DOC. #2017000454)
12 16' SANITARY SEWER EASEMENT
(DOC. #2017000455)
13 15' ELECTRIC, GAS, TELEPHONE, &
CABLE T.V. EASEMENT
(DOC. #________)
14 VARIABLE WIDTH PRIVATE
DRAINAGE EASEMENT
(DOC. #________)
SCALE: 1"=50'
DETAIL "B"
SCALE: 1"=50'
SEE
DETAIL-B
THIS SHEET
2
BLOCK 8
L
9
1
BLOCK 8
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 3B
SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC
COOPERATIVE, INC. FOR EASEMENTS.
STATE OF TEXAS
COUNTY OF BEXAR
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH
BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY
MADE ON THE GROUND.
.
TERESA A. SEIDEL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672
KFW SURVEYING, LLC
3421 PAESANOS PKWY., SUITE 200
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-8441
3421 Paesanos Pkwy., Suite 200, San Antonio, TX 78231
3KRQH )D[
7%3()LUP 7%3/6)LUP
S.I.R.
S.I.R.
S.I.R.
S.I.R.S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
HOMESTEAD
UNIT 1A
(DOC.#
2017000454)
S
3
9
°
2
7
'
2
9
"
E
1
2
8
.
2
6
'
S.I.R.
= SET 12" IRON ROD WITH BLUE
CAP STAMPED "KFW
SURVEYING"
S.I.R.
LEGEND