Savannah Farms Preliminary PlatPOB
N: 13756721.92
E: 2193310.72
123.00'
N
4
5
°
0
2
'
4
2
"
W
1
2
0
.
0
0
'
47.2 8 '
97
.
0
3
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
123.14'
48.67'
75.00'
61.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
11
3
.
8
9
'
55.8
2'
N59° 23' 00"E
130.71'
70
.
0
0
'
70
.
0
0
'
N59° 23' 00"E
131.41'
75
.
0
0
'
N59° 23' 00"E
131.18'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
BLOCK 1
MINT JULEP CT
(50' R.O.W.)
BL
O
C
K
1
IR
I
S
H
C
R
E
E
K
R
D
(5
0
'
R
.
O
.
W
.
)
IR
I
S
H
C
R
E
E
K
R
D
(5
0
'
R
.
O
.
W
.
)
IR
I
S
H
C
R
E
E
K
R
D
(5
0
'
R
.
O
.
W
.
)
IR
I
S
H
C
R
E
E
K
R
D
(5
0
'
R
.
O
.
W
.
)
FI
R
E
F
L
Y
L
N
(5
0
'
R
.
O
.
W
.
)
FI
R
E
F
L
Y
L
N
(5
0
'
R
.
O
.
W
.
)
BERING
E
R
B
L
V
D
(50' R.O
.
W
.
)
EVERGREEN PT
(50' R.O.W.)
BLOCK 3
BL
O
C
K
3
BLOCK 5
106.00'
87
.
9
6
'
63
.
9
6
'
70
.
0
0
'
70
.
0
0
'
N59° 22' 59"E
130.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
18.17'
N3
0
°
3
7
'
0
0
"
W
14
7
.
0
4
'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
76.05'
11
6
.
0
0
'
81.13'
67.13'
67.13'
11
6
.
0
0
'
123.52'
14.77'
87
.
9
6
'
33.14'
130.00'
185.92'
N3
0
°
3
7
'
0
0
"
W
3
1
5
.
9
2
'
61.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
75.00'
11
6
.
0
0
'
11
6
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
61.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
N59°23'00"E 361.13'
75.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
61.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
70.00'
61.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
75.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
13
2
.
0
4
'
N59° 23' 00"E
85.57'
22.63'
62.84'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
85.57'
10
6
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
61.57'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
32.80'
N3
0
°
3
7
'
0
0
"
W
13
4
.
2
8
'
70.00'
37.58'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
58.21'
N3
0
°
3
7
'
0
0
"
W
14
4
.
0
4
'
72.44'
17.38'
60.09'
N3
0
°
3
7
'
0
0
"
W
14
7
.
9
8
'
9.94'
N3
0
°
3
7
'
0
0
"
W
14
8
.
6
4
'
72.44'
44.21'
20.16'
N3
0
°
3
7
'
0
0
"
W
13
9
.
8
3
'
54.98'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
72.44'
47.44'
2 7 .5 5 '
71.57'
N59°23'00"E 225.57'
N44°28'23
"
E
2
1
7
.
3
2
'
50
'
25
'
25
'
℄
90°0
'
0
"
90
°
0
'
0
"
90°0'0"
90°0
'
0
"
90
°
0
'
0
"
90°0
'
0
"
90
°
0
'
0
"
90°0
'
0
"
9
0
°
0
'
0
"
90°0
'
0
"
70
.
0
0
'
70
.
0
0
'
N59° 23' 00"E
130.00'
N59° 23' 00"E
130.00'
70.00'70.00'70.00'70.00'
BLOCK 8
BLOCK 6
EVERGREEN PT
(50' R.O.W.)
MINT JULEP CT
(50' R.O.W.)
BERINGER BLVD
(50' R.O.W.)
BLOCK 4
BLOCK 2
50
'
25
'
25
'
50
'
25
'
25
'
50
'
25
'
25
'
50
'
25
'
25
'
50
'
25
'
25
'
50'
25'25'
50'
25'25'
50'
25'25'
℄
℄℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
N59°23'00"E 850.00' (O/A)
2
2
2
2
1
1 1
1
1
1
1
1
2
2
1
2
2
2
2
2
2
2
2
1
KENSINGTON RANCH HOA INC
2.75 ACRES
ZONING - PDD
(VOL.2018, PG.99009936, O.P.R.)
DRAINAGE
KENSINGTON RANCH HOA INC
0.49 ACRES
ZONING - PDD
(VOL.2018, PG.99009936, O.P.R.)
DRAINAGE
KENSINGTON RANCH HOA INC
2.25 ACRES
ZONING - PDD
(VOL.2018, PG.99009936, O.P.R.)
DRAINAGE
WEHMAN CLARENCE A & HAZEL
R REVOCABLE LIVING TRUST
10.62 ACRES
ZONING - R2
(VOL.2835, PG.0962, O.P.R.)
UNDEVELOPED
SAVANNAH DR. (VAR. WID. R.O.W.)
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 33
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 901
BLOCK 5
CITY OF SELMA
TRAILS AT
KENSINGTON RANCH 1
(DRAINAGE EASEMENT
VOL. 7, PG. 239-240)
DRAINAGE
LOT 26
4
IRISH CREEK ROAD ROW
(VOL.8, PGS.324-325,
O.P.R.)
BL
O
C
K
3
BL
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6
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4
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735
733734
73
5
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735 734
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735
738
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1
1
BERI
N
G
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R
B
L
V
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(50'.
W
I
D
.
R
.
O
.
W
.
)
2
901 OPEN SPACE
BLOCK 1
VAR. WID. UTIL. ESMT
(0.35 Ac.)
85.00' (TIE)
8
0
°
0
'
0
"
6
7
50
.
0
0
'
BL
O
C
K
7
27.93'
78
.
1
1
'
N59° 23' 00"E
130.00'
1.81'
70
.
0
0
'
N59° 23' 00"E
130.00'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
N59° 23' 00"E
130.00'17.39'
N48° 36' 37"E
120.74'
45.50'
4
7
.07'
87.29'
N4°
1
9
'
2
0
"
W
133
.
7
2
'
3.09'59.31'
117.34'
63.51'
S3
0
°
3
7
'
0
0
"
E
12
8
.
4
1
'
70.00'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
6.11'15.53'
70.00'
N3
0
°
3
7
'
0
0
"
W
14
2
.
3
3
'
76.05'
28.02'45.41'
N3
0
°
3
7
'
0
0
"
W
15
4
.
7
1
'
22.05'
20.26'
75.73'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
N3
0
°
3
7
'
0
0
"
W
2
1
8
.
1
1
'
14.15'
75.
9
4
'
N59°15'07"E 756.12'
S3
0
°
3
7
'
0
0
"
E
1
3
9
.
7
0
'
S36°57'
1
9
"
W
1
2
1
.
1
4
'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
S3
0
°
3
7
'
0
0
"
E
1
3
0
.
0
0
'
S59°23'00"W 274.64'
13
3
.
5
1
'
850.00' (O/A)
S59°23'00"W 850.00' (O/A)
C19
N3
0
°
3
7
'
0
0
"
W
2
4
9
.
7
1
'
50.00'
C16
N3
0
°
3
7
'
0
0
"
W
2
4
9
.
8
2
'
N36°23
'
0
0
"
E
1
0
2
.
4
2
'
C12N59°23'00"E 258.04'C11C10
C9
L5
C
8
N59°23'00"E 95.82'C7
L4
L3 C50 C6
S3
0
°
3
7
'
0
0
"
E
2
1
5
.
0
9
'
C5
C4 C3 S59°23'00"W 449.53'C2
S3
0
°
3
7
'
0
0
"
E
1
1
6
.
0
0
'
50.00'
N3
0
°
3
7
'
0
0
"
W
1
1
6
.
0
0
'
C24
C3
8
N3
0
°
3
7
'
0
0
"
W
2
3
2
.
0
0
'
C
3
1
S59°23'00"W 141.57'C32
S36°23
'
0
0
"
W
1
0
2
.
4
2
'
C33S59°23'00"W 170.42'C34
S3
0
°
3
7
'
0
0
"
E
1
6
2
.
8
1
'
C35
N59°23'00"E 261.65'C36
N36°23
'
0
0
"
E
1
0
2
.
4
2
'
C37 L10
C4
2
C40
S3
0
°
3
7
'
0
0
"
E
2
3
2
.
0
0
'
C3
0
N3
0
°
3
7
'
0
0
"
W
2
3
2
.
0
0
'
C25S59°23'01"W 453.13'
C26
L7
C
2
7
N59°23'00"E 156.66'C28
N36°23
'
0
0
"
E
1
0
2
.
4
2
'
C29 N59°23'00"E 141.57'
C48
C47
S3
0
°
3
7
'
0
0
"
E
2
3
2
.
0
0
'
N3
0
°
2
5
'
2
7
"
W
4
5
2
.
1
8
'
N59°23'00"E 1818.17' (O/A)
S59°15'07"W 1749.72' (O/A)
N1
1
°
1
8
'
2
9
"
W
1
6
1
.
7
8
'
N3
0
°
3
7
'
1
2
"
W
4
6
0
.
7
0
'
S59°23'00"W 812.00' (O/A)
S59°23'00"W 808.39' (O/A)
N59°23'00"E 822.00' (O/A)
S59°23'00"W 822.00' (O/A)
N59°23'00"E 822.00' (O/A)
N59°23'00"E 822.00' (O/A)
61.00'
11
6
.
0
1
'
75.00'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
90°0'0"
90°0
'
0
"
90
°
0
'
0
"
90°0
'
0
"
C5
9
100°
0
'
0
"
8
0
°
0
'
0
"
100°
0
'
0
"
C6
0
N3
0
°
3
7
'
0
0
"
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9
6
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5
0
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2
0
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E
128.5
5
'
4.43'
8.20'
S59°23'00"W 109.58'
108.90'
N59° 23' 00"E
130.94'
0.68'
35.84'
30.00'
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0
°
2
5
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4
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4
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5
1.81'
3.31'
38.53'
11
6
.
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.
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C67 L11
39.00'
27.01'
S59°23'00"W 238.02'
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6.74'
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70.00'70.00'
70.00'70.00'
12345678
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2021222324
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20242223
901 OPEN SPACEBLOCK 7VAR. WID. DRN. & UTIL. ESMT (1.62 Ac.)
901 OPEN SPACEBLOCK 8VAR. WID. DRN. & UTIL. ESMT (2.59 Ac.)
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N59°23'00"E 850.00' (O/A)
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'
SAVAN
N
A
H
D
R
STATE OF TEXAS
COUNTY OF GUADALUPE
THE OWNER OF THE LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED
AGENT, DEDICATES TO THE USE OF THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE OR PART OF
AN ENCLAVE OR PLANNED UNIT DEVELOPMENT, FOREVER ALL STREETS, ALLEYS, PARKS,
WATERCOURSES, DRAINS, EASEMENTS AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED.
SUBDIVISION PLAT
ESTABLISHING
SCALE: 1"=100'
100 2000
OCTOBER 2025
LOCATION MAP
N.T.S
STATE OF TEXAS
COUNTY OF
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
THEY 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, COUNTY, TEXAS
M.W. CUDE ENGINEERS, L.L.C.
4122 POND HILL RD. ● S-101
SAN ANTONIO, TEXAS 78231
T:210.681.2951 ● F:210.523.7112
WWW.CUDEENGINEERS.COM
TBPLS #10048500 ● TBPE FIRM #455
[ MWC: JAVIER CASTELLO, P.E. ]
PROJECT # 04406.000
SAVANNAH FARMS SUBDIVISIONSTATE OF TEXAS
COUNTY OF GUADALUPE
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY
THE TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS ACCORDING TO AN ACTUAL
SURVEY MADE ON THE GROUND BY:
M.W. CUDE ENGINEERS, L.L.C.
CHRIS WALTERSCHEIDT, R.P.L.S.
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6180
REGISTERED PROFESSIONAL LAND SURVEYOR
CITY OF SCHERTZ
STATE OF TEXAS
COUNTY OF GUADALUPE
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS
SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE
CITY AS TO WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAY OF
, 20 .
BY:
CITY ENGINEER
44.26 ACRES OF LAND SITUATED IN THE TORRIBIA HERRERA SURVEY NO. 68,
ABSTRACT NO. 153, GUADALUPE COUNTY, TEXAS, BEING THE REMAINDER
OF A CALLED 28.127 ACRE TRACT AND A CALLED 66.335 ACRE TRACT
DESCRIBED IN VOLUME 2419, PAGE 211, OFFICIAL RECORDS OF GUADALUPE
COUNTY, TEXAS.
CITY OF SCHERTZ
STATE OF TEXAS
COUNTY OF GUADALUPE
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF SCHERTZ, TEXAS, AND IS HEREBY APPROVED.
DATED THIS DAY OF , 20 .
BY:
CITY AUTHORIZED AGENT
STATE OF TEXAS
COUNTY OF GUADALUPE
I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN THIS PLAT TO THE
MATTERS OF STREETS, LOTS, AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT
CONFORMS TO ALL REQUIREMENTS OF THE UNIFIED DEVELOPMENT CODE, EXCEPT FOR THOSE
VARIANCES GRANTED BY THE CITY OF SCHERTZ PLANNING & ZONING COMMISSION.
M.W. CUDE ENGINEERS, L.L.C.
JAVIER CASTELLO, P.E.
REGISTERED PROFESSIONAL ENGINEER NO. 122170
LICENSED PROFESSIONAL ENGINEER
SHEET X OF 2
OWNER
CIBOLO FARM, L.L.C.
P.O.BOX 193
KINGSVILLE, TX 78364
PHONE: 210.213.6079
N
S
E
W
CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA)
THE PROPOSED DEVELOPMENT PLAT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY. ALL FEES DUE FOR
IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING
PERMIT APPLICATION AT THE THEN CURRENT FEE SCHEDULE.
BY:
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
SURVEYOR'S NOTES:
1.1/2" IRON RODS WITH CAP STAMPED "CUDE" SET ALL PROPERTY CORNERS (IF PRACTICAL) UPON COMPLETION OF
CONSTRUCTION.
2.COORDINATES SHOWN HEREON ARE TEXAS SOUTH CENTRAL ZONE (4204 TXSC) STATE PLANE GRID COORDINATES, NORTH
AMERICAN DATUM OF 1983 (2011) AS DERIVED FROM THE NGS/CORS NETWORK.
3.DISTANCES SHOWN HEREON ARE GROUND DISTANCES MEASURED IN U.S. SURVEY FEET.
4.BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS SOUTH CENTRAL ZONE (4204 TXSC) STATE PLANE GRID, NORTH
AMERICAN DATUM OF 1983 (2011).
G.V.E.C. NOTES:
1.G.V.E.C. WILL POSSESS A 5-FOOT WIDE EASEMENT TO THE SERVICE METER LOCATION. EASEMENT TO FOLLOW SERVICE LINE
AND WILL VARY DEPENDING ON LOCATION OF BUILDING OR STRUCTURE.
2.G.V.E.C. SHALL HAVE ACCESS TO METER LOCATIONS FROM THE FRONT YARD WITH THE LOCATION NOT BEING WITHIN A
FENCED AREA.
3.ANY EASEMENT DESIGNATED AS A G.V.E.C. 20' X 20' UTILITY EASEMENT SHALL REMAIN OPEN FOR ACCESS AT ALL TIMES AND
SHALL NOT BE WITHIN A FENCED AREA.
4.ALL UTILITY EASEMENTS 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.
5.ALL ELECTRIC EASEMENTS, FOR BOTH PRIMARY AND SECONDARY ELECTRIC SERVICE, INCLUDING RIGHTS OF INGRESS AND
EGRESS ACROSS THE SUBDIVISION FOR THE PURPOSE OF INSTALLING, SERVICING AND MAINTAINING THE ELECTRICAL
FACILITIES.
6.ANY REQUEST TO SUBSEQUENTLY RELOCATE ANY PORTION OF THE ELECTRICAL FACILITIES INSTALLED SHALL BE SUBJECT
TO THE COOPERATIVE'S REASONABLE DISCRETION AND THE REQUESTING PARTY SHALL BEAR ALL COSTS ASSOCIATED WITH
SUCH RELOCATION.
7.THE COOPERATIVE SHALL ONLY BE REQUIRED TO FILL, GRADE AND RESTORE GROUND COVER BACK TO ORIGINAL GRADE AS
A RESULT OF ANY EXCAVATION BY OR ON BEHALF OF THE COOPERATIVE.
CITY OF SCHERTZ NOTES:
1.THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION
PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL
PLAT.
2.NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF
UTILITIES AND PERMITS.
3.ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0210F, DATED NOVEMBER 02,
2007, IS LOCATED IN ZONE AE AND X, AND IS WITHIN THE 100-YEAR FLOODPLAIN.
4.ANY DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
5.ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNERS
SUCCESSORS AND OR/ ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY
THE CITY.
6.THE DEVELOPMENT CONSISTS OF 2 PHASES WITH 131 RESIDENTIAL LOTS SPANNING 28.93
ACRES, 5 OPEN SPACE LOTS COVERING 6.55 ACRES, LOT 902 BLOCK 7 COVERING 0.63 ACRES.
LINE & CURVE TABLES ON SHEET 2 OF 2
SITE
IR
I
S
H
C
R
E
E
K
R
D
E
N
C
H
A
N
T
E
D
F
A
R
M
S
U
N
G
L
A
D
E
R
A
N
C
H
R
O
Y
C
E
R
A
N
C
H
PASS
E
R
I
N
A
S
P
U
R
BERIN
G
E
R
B
L
V
D
M
A
L
B
A
C
D
R
GUADALUPE VALLEY ELECTRIC COOPERATIVE
THIS SUBDIVISION PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
BY:
AGENT FOR GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC.
N
S
EW
SELM
A
UNIVE
R
S
A
L
C
I
T
Y
UNIVE
R
S
A
L
C
I
T
Y
SCHE
R
T
Z
S
C
H
E
R
T
Z
S
E
L
M
A
LEGEND
Ac. = ACRES
B.S.L. = BUILDING SETBACK LINEC1 = CURVE NUMBER
C.B. = COUNTY BLOCK
C.P.S. = CITY PUBLIC SERVICE
C.V.E. = CLEAR VISION EASEMENT
D.P.R. = DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS
E.G.T.CA. = ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION
ESM'T. = EASEMENTL1 = LINE NUMBER
NAD = NORTH AMERICAN DATUMMIN. = MINIMUM
N.T.S. = NOT TO SCALEO.P.R. = OFFICIAL PUBLIC RECORDS
OF GUADALUPE COUNTY, TEXAS
PG. = PAGE
PGS. = PAGESPOB = POINT OF BEGINNING
R.O.W. = RIGHT-OF-WAYVAR. = VARIABLE
V.N.A.E = VEHICULAR NON ACCESS EASEMENTVOL. = VOLUME
WAT. = WATERWID. = WIDTH
(O/A) = OVERALL
ELEV.
ELEV.
= STREET CENTERLINE = BUILDING SETBACK LINE
= EXISTING GROUND MAJOR CONTOUR
= EXISTING GROUND MINOR CONTOUR = EXISTING PROPERTY LINE
( ) = RECORDED INFORMATION
= BOUNDARY NODE
1 15' E.G.T.CA. ESM'T.
KEYNOTES
4
5
EX. 85' SAN. SEWER & PRIVATE
DRAINAGE ESM'T (VOL. 9, PGS. 369-371)
EX. 25' C.C.M.A. SEWER ESM'T
(VOL. 642, PG. 438)
2 20' E.G.T.CA. ESM'T.
KEYMAP
N.T.S.
= CITY LIMITS
6
7
EX. PRIVATE OFF-LOT 37 DRAINAGE
ESM'T (VOL.9, PGS. 369-371)
EX. OFF-LOT VAR. WIDTH ACCESS
ESM'T (VOL. 9, PG. 369-371)
BY:
STATE OF TEXAS
COUNTY OF
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF UNIVERSAL CITY PLANNING AND ZONING COMMISSION, BEXAR COUNTY
TEXAS, AND IS HEREBY APPROVED FOR THE FILING BY SAID COMMISSION ON
DATED THIS DAY OF , 20 .
CHAIRMAN SECRETARY
CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) NOTES:
1.CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK
MUNICIPAL AUTHORITY EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO
CONSTRUCTION.
2.ALL IMPACT FEES DUE FOR THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED
AT SUBMITTAL OF PERMIT APPLICATION.
= EXISTING 1% EFFECTIVE DFIRM FLDPN
= PHASE BOUNDARY
SHEET
1 OF 2
SHEET
2 OF 2
3 16' WATER ESM'T.
UNIVERSAL CITY
STATE OF TEXAS
COUNTY OF BEXAR
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY UNIVERSAL CITY, TEXAS, AND IS HEREBY APPROVED.
DATED THIS DAY OF , 20 .
BY:
CITY AUTHORIZED AGENT
MA
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(50' R.O.W.)
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(50' R.O.W.)
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0
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3
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0
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70.00'
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13
0
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0
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70.00'
70.00'
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0
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3
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13
0
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70.00'
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0
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0
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70.00'
70.00'
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70.00'
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13
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70.00'
70.00'
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0
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13
0
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0
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70.00'
N3
0
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13
0
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0
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70.00'
70.00'
N3
0
°
3
7
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0
0
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W
13
0
.
0
0
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70.00'
N3
0
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7
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0
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13
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70.00'
70.00'
N3
0
°
3
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70.00'
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13
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70.00'
N3
0
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3
7
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13
0
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0
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10
6
.
0
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75.00'
51.00'
61.00'
11
6
.
0
0
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N59°23'00"E 850.00' (O/A)
13
0
.
0
0
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70.00'
N3
0
°
3
7
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0
0
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W
1
3
0
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70.00'
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0
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3
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13
0
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70.00'
70.00'
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1
3
0
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70.00'
70.00'
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0
°
3
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13
0
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70.00'
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°
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1
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70.00'
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0
°
3
7
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13
0
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70.00'
70.00'
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°
3
7
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13
0
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0
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70.00'
70.00'
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3
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13
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70.00'
105.85'
N1
3
°
2
2
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4
5
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120
.
0
0
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3 6 .7 2'
27.39'
N10
°
0
8
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5
0
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E
1
9
7
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4
3
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62.8
7'
130.73'
N59° 23' 00"E
130.00'
70
.
0
0
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N59°23'00"E 130.00'
70
.
0
0
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N59° 23' 00"E
130.00'
70
.
0
0
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70
.
0
0
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N59° 23' 00"E
130.00'
70
.
0
0
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70
.
0
0
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N59° 23' 00"E
130.00'
70
.
0
0
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49.66'
N59°23'00"E 130.00'
70
.
0
0
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11
6
.
0
0
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N3
0
°
3
7
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0
0
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W
13
0
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61.00'70.00'
N3
0
°
3
7
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0
0
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W
13
0
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0
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70.00'
N3
0
°
3
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13
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70.00'
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°
3
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13
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70.00'
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0
°
3
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13
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13
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70.00'
N3
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°
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1
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0
°
3
7
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13
0
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0
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70.00'
90°0
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0
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90
°
0
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0
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90
°
0
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0
"
70.00'75.00'70.00'70.00'70.00'70.00'70.00'70.00'
50
'
25
'
25
'
50
'
25
'
25
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50
'
25
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25
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50'
25'25'
℄℄
℄℄
℄℄
℄
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℄
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2
2
PHASE BOUNDARYN3
0
°
3
7
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0
0
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W
1
3
0
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0
0
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0
°
3
7
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0
0
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1
3
0
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0
0
'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
PHASE BOUNDARY
2
2
2
2
1
1
2
EXISTING 1% AC EFFECTIVE
DFIRM FLOODPLAIN ZONE AE &
X AS PER PANEL 48187C0210F
(EFF. 11/02/2007)
KENSINGTON RANCH HOA INC
2.25 ACRES
ZONING - PDD
(VOL.2018, PG.99009936, O.P.R.)
WEHMAN CLARENCE A & HAZEL
R REVOCABLE LIVING TRUST
10.62 ACRES
ZONING - R2
(VOL.2835, PG.0962, O.P.R.)
UNDEVELOPED
KENSINGTON RANCH HOA INC
2.25 ACRES
ZONING - PDD
(VOL.2018, PG.99009936, O.P.R.)
DRAINAGE
CITY OF SCHERTZ
5.82 ACRES
ZONING - R2
(VOL.2720, PG.537,
O.P.R.)
DRAINAGE
CITY OF SCHERTZ
6.49 ACRES
ZONING - R2
(VOL.2708, PG.718, O.P.R.)
DRAINAGE92.25' (TIE)
86.11' (TIE)
90°0
'
0
"
4
5
50'
25'25'
73
5
73
6
731
732
732
731732
733
73
1
73
2
732
73
3
733734
7
3
3
73
2
72
573
0
72
9
730
72
6
72
7
PH
A
S
E
I
PH
A
S
E
I
I
PH
A
S
E
I
PH
A
S
E
I
I
PH
A
S
E
I
PH
A
S
E
I
I
PH
A
S
E
I
PH
A
S
E
I
I
N: 13756671.48
E: 2195309.49
901
OPEN SPACE
BLOCK 2
VAR. WID. DRN. & UTIL.
ESMT (0.06 Ac.)
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
61.00'
11
6
.
0
0
'
13
1
.
7
6
'
S3
0
°
3
7
'
0
0
"
E
3
5
0
.
0
0
'
49
9
.
7
9
'
25.33'
20.00'
S59°23'00"W 850.00' (O/A)
20.00'
C23 C22
C21
N3
0
°
3
7
'
0
0
"
W
8
5
4
.
0
3
'
50.00'
N3
0
°
3
7
'
0
0
"
W
2
4
7
.
7
6
'
C20
C43
N3
0
°
3
7
'
0
0
"
W
2
3
2
.
0
0
'
C44
C45
N3
0
°
3
7
'
0
0
"
W
2
2
2
.
0
0
'
C46
L1
L2
S3
0
°
5
9
'
1
3
"
E
3
5
6
.
0
3
'
C1
S1
6
°
5
5
'
0
9
"
E
3
2
6
.
9
7
'
C4
9
S59°15'07"W 1749.72' (O/A)
N59°23'00"E 1818.17' (O/A)
S59°23'00"W 812.00' (O/A)
S59°23'00"W 808.39' (O/A)
N59°23'00"E 822.00' (O/A)
S59°23'00"W 822.00' (O/A)
N59°23'00"E 822.00' (O/A)
N59°23'00"E 822.00' (O/A)90°0'0"
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
70.00'
70.00'
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
61.00'
75.00'
11
6
.
0
0
'
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
2
5 6 7 8 9 10 11 12
1314151617181920
5 6 7 8 9 10 11 12
13151617181920
901 OPEN SPACEBLOCK 8VAR. WID. DRN. & UTIL.ESMT (2.59 Ac.)
902 OPEN SPACEBLOCK 2VAR. WID. DRN. & UTIL.ESMT (1.93 Ac.)
90
2
O
P
E
N
S
P
A
C
E
BL
O
C
K
2
VA
R
.
W
I
D
.
D
R
N
.
&
U
T
I
L
.
E
S
M
T
(
1
.
9
3
A
c
.
)
902 OPEN SPACEBLOCK 2VAR. WID. DRN. & UTIL.ESMT (1.93 Ac.)
1314 12
5 6 7
70.00'
70.00'
N59°23'00"E 850.00' (O/A)
850.00' (O/A)850.00' (O/A)
N3
0
°
3
7
'
0
0
"
W
13
0
.
0
0
'
N59°23'00"E 850.00' (O/A)
14
70.00'70.00'
70
.
0
0
'
70
.
0
0
'
3
8 9 10
2
3
4
5
67891011
1
11 12
N3
0
°
3
7
'
0
0
"
W
1
3
0
.
0
0
'
16' WATER ESM'T
(VOL.____, PG.________, O.P.R.)
20' SEWER
ESM'T.
203.74' (TIE)
43.59'
WI
S
T
E
R
I
A
W
A
Y
(5
0
'
R
.
O
.
W
.
)
49.66'
15' TRAIL EASMENT
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
BEARING
S30°59'13"E
S28°07'29"E
S78°40'20"W
N78°40'20"E
S20°37'00"E
N20°37'00"W
LENGTH
18.59'
28.02'
17.26'
17.28'
26.78'
40.53'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C16
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C40
C42
C43
C44
C45
C46
C47
C48
C49
C50
C59
C60
C64
C65
C67
RADIUS
900.81'
14.00'
14.00'
51.00'
14.00'
14.00'
125.00'
14.00'
14.00'
51.00'
14.00'
125.00'
14.00'
14.00'
14.00'
14.00'
51.00'
14.00'
14.00'
14.00'
24.00'
14.00'
75.00'
125.00'
14.00'
14.00'
75.00'
125.00'
14.00'
24.00'
75.00'
125.00'
14.00'
14.00'
14.00'
14.00'
14.00'
14.00'
24.00'
14.00'
14.00'
1105.00'
75.00'
175.00'
175.00'
125.00'
125.00'
75.00'
DELTA
13°48'02"
90°00'00"
40°15'17"
170°30'34"
40°15'17"
80°00'00"
19°17'20"
100°00'00"
40°15'17"
170°30'34"
40°15'17"
23°00'00"
90°00'00"
90°00'00"
90°00'00"
40°15'17"
170°30'34"
40°15'17"
90°00'00"
90°00'00"
90°00'00"
100°00'00"
23°00'00"
23°00'00"
90°00'00"
90°00'00"
23°00'00"
23°00'00"
80°00'00"
90°00'00"
23°00'00"
23°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
6°39'10"
19°17'20"
9°21'13"
10°00'00"
10°00'00"
10°00'46"
23°00'00"
TANGENT
109.01'
14.00'
5.13'
614.39'
5.13'
11.75'
21.24'
16.68'
5.13'
614.39'
5.13'
25.43'
14.00'
14.00'
14.00'
5.13'
614.39'
5.13'
14.00'
14.00'
24.00'
16.68'
15.26'
25.43'
14.00'
14.00'
15.26'
25.43'
11.75'
24.00'
15.26'
25.43'
14.00'
14.00'
14.00'
14.00'
14.00'
14.00'
24.00'
14.00'
14.00'
64.22'
12.75'
14.32'
15.31'
10.94'
10.95'
15.26'
LENGTH
216.97'
21.99'
9.84'
151.77'
9.84'
19.55'
42.08'
24.43'
9.84'
151.77'
9.84'
50.18'
21.99'
21.99'
21.99'
9.84'
151.77'
9.84'
21.99'
21.99'
37.70'
24.43'
30.11'
50.18'
21.99'
21.99'
30.11'
50.18'
19.55'
37.70'
30.11'
50.18'
21.99'
21.99'
21.99'
21.99'
21.99'
21.99'
37.70'
21.99'
21.99'
128.30'
25.25'
28.57'
30.54'
21.82'
21.84'
30.11'
CHORD
216.45'
19.80'
9.64'
101.65'
9.64'
18.00'
41.88'
21.45'
9.64'
101.65'
9.64'
49.84'
19.80'
19.80'
19.80'
9.64'
101.65'
9.64'
19.80'
19.80'
33.94'
21.45'
29.91'
49.84'
19.80'
19.80'
29.91'
49.84'
18.00'
33.94'
29.91'
49.84'
19.80'
19.80'
19.80'
19.80'
19.80'
19.80'
33.94'
19.80'
19.80'
128.23'
25.13'
28.54'
30.50'
21.79'
21.82'
29.91'
CHORD BEARING
S24°05'12"E
N14°23'00"E
N79°30'39"E
S14°23'00"W
N50°44'38"W
N19°23'00"E
N69°01'40"E
N70°37'00"W
N10°29'21"W
S75°37'00"E
S39°15'22"W
N47°53'00"E
N75°37'00"W
S14°23'00"W
N75°37'00"W
S10°29'21"E
N75°37'00"W
N39°15'22"E
S75°37'00"E
N75°37'00"W
S14°23'00"W
S70°37'00"E
N47°53'00"E
S47°53'00"W
N14°23'00"E
N75°37'00"W
S47°53'00"W
N47°53'00"E
S19°23'00"W
S75°37'00"E
N47°53'00"E
S47°53'00"W
N14°23'00"E
S14°23'00"W
S75°37'00"E
N14°23'00"E
N75°37'00"W
N14°23'00"E
N75°37'00"W
S14°23'00"W
S75°37'00"E
S20°27'42"E
N69°01'40"E
S25°17'36"E
N25°37'00"W
N25°37'00"W
S25°37'23"E
N47°53'00"E
LINE TABLE
LINE
L7
L8
L9
L10
L11
BEARING
S20°37'00"E
S20°37'00"E
N28°40'25"W
N59°23'00"E
N59°23'00"E
LENGTH
26.78'
40.53'
91.55'
49.06'
49.06'
SAVAN
N
A
H
D
R
STATE OF TEXAS
COUNTY OF GUADALUPE
THE OWNER OF THE LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED
AGENT, DEDICATES TO THE USE OF THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE OR PART OF
AN ENCLAVE OR PLANNED UNIT DEVELOPMENT, FOREVER ALL STREETS, ALLEYS, PARKS,
WATERCOURSES, DRAINS, EASEMENTS AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND
CONSIDERATION THEREIN EXPRESSED.
SUBDIVISION PLAT
ESTABLISHING
SCALE: 1"=100'
100 2000
OCTOBER 2025
LOCATION MAP
N.T.S
STATE OF TEXAS
COUNTY OF
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
THEY 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, COUNTY, TEXAS
M.W. CUDE ENGINEERS, L.L.C.
4122 POND HILL RD. ● S-101
SAN ANTONIO, TEXAS 78231
T:210.681.2951 ● F:210.523.7112
WWW.CUDEENGINEERS.COM
TBPLS #10048500 ● TBPE FIRM #455
[ MWC: JAVIER CASTELLO, P.E. ]
PROJECT # 04406.000
SAVANNAH FARMS SUBDIVISIONSTATE OF TEXAS
COUNTY OF GUADALUPE
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY
THE TEXAS BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS ACCORDING TO AN ACTUAL
SURVEY MADE ON THE GROUND BY:
M.W. CUDE ENGINEERS, L.L.C.
CHRIS WALTERSCHEIDT, R.P.L.S.
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6180
REGISTERED PROFESSIONAL LAND SURVEYOR
CITY OF SCHERTZ
STATE OF TEXAS
COUNTY OF GUADALUPE
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS
SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE
CITY AS TO WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAY OF
, 20 .
BY:
CITY ENGINEER
44.26 ACRES OF LAND SITUATED IN THE TORRIBIA HERRERA SURVEY NO. 68,
ABSTRACT NO. 153, GUADALUPE COUNTY, TEXAS, BEING THE REMAINDER
OF A CALLED 28.127 ACRE TRACT AND A CALLED 66.335 ACRE TRACT
DESCRIBED IN VOLUME 2419, PAGE 211, OFFICIAL RECORDS OF GUADALUPE
COUNTY, TEXAS.
CITY OF SCHERTZ
STATE OF TEXAS
COUNTY OF GUADALUPE
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF SCHERTZ, TEXAS, AND IS HEREBY APPROVED.
DATED THIS DAY OF , 20 .
BY:
CITY AUTHORIZED AGENT
STATE OF TEXAS
COUNTY OF GUADALUPE
I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN THIS PLAT TO THE
MATTERS OF STREETS, LOTS, AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT
CONFORMS TO ALL REQUIREMENTS OF THE UNIFIED DEVELOPMENT CODE, EXCEPT FOR THOSE
VARIANCES GRANTED BY THE CITY OF SCHERTZ PLANNING & ZONING COMMISSION.
M.W. CUDE ENGINEERS, L.L.C.
JAVIER CASTELLO, P.E.
REGISTERED PROFESSIONAL ENGINEER NO. 122170
LICENSED PROFESSIONAL ENGINEER
SHEET X OF 2
OWNER
CIBOLO FARM, L.L.C.
P.O.BOX 193
KINGSVILLE, TX 78364
PHONE: 210.213.6079
N
S
E
W
CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA)
THE PROPOSED DEVELOPMENT PLAT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY. ALL FEES DUE FOR
IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING
PERMIT APPLICATION AT THE THEN CURRENT FEE SCHEDULE.
BY:
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
SURVEYOR'S NOTES:
1.1/2" IRON RODS WITH CAP STAMPED "CUDE" SET ALL PROPERTY CORNERS (IF PRACTICAL) UPON COMPLETION OF
CONSTRUCTION.
2.COORDINATES SHOWN HEREON ARE TEXAS SOUTH CENTRAL ZONE (4204 TXSC) STATE PLANE GRID COORDINATES, NORTH
AMERICAN DATUM OF 1983 (2011) AS DERIVED FROM THE NGS/CORS NETWORK.
3.DISTANCES SHOWN HEREON ARE GROUND DISTANCES MEASURED IN U.S. SURVEY FEET.
4.BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS SOUTH CENTRAL ZONE (4204 TXSC) STATE PLANE GRID, NORTH
AMERICAN DATUM OF 1983 (2011).
G.V.E.C. NOTES:
1.G.V.E.C. WILL POSSESS A 5-FOOT WIDE EASEMENT TO THE SERVICE METER LOCATION. EASEMENT TO FOLLOW SERVICE LINE
AND WILL VARY DEPENDING ON LOCATION OF BUILDING OR STRUCTURE.
2.G.V.E.C. SHALL HAVE ACCESS TO METER LOCATIONS FROM THE FRONT YARD WITH THE LOCATION NOT BEING WITHIN A
FENCED AREA.
3.ANY EASEMENT DESIGNATED AS A G.V.E.C. 20' X 20' UTILITY EASEMENT SHALL REMAIN OPEN FOR ACCESS AT ALL TIMES AND
SHALL NOT BE WITHIN A FENCED AREA.
4.ALL UTILITY EASEMENTS 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.
5.ALL ELECTRIC EASEMENTS, FOR BOTH PRIMARY AND SECONDARY ELECTRIC SERVICE, INCLUDING RIGHTS OF INGRESS AND
EGRESS ACROSS THE SUBDIVISION FOR THE PURPOSE OF INSTALLING, SERVICING AND MAINTAINING THE ELECTRICAL
FACILITIES.
6.ANY REQUEST TO SUBSEQUENTLY RELOCATE ANY PORTION OF THE ELECTRICAL FACILITIES INSTALLED SHALL BE SUBJECT
TO THE COOPERATIVE'S REASONABLE DISCRETION AND THE REQUESTING PARTY SHALL BEAR ALL COSTS ASSOCIATED WITH
SUCH RELOCATION.
7.THE COOPERATIVE SHALL ONLY BE REQUIRED TO FILL, GRADE AND RESTORE GROUND COVER BACK TO ORIGINAL GRADE AS
A RESULT OF ANY EXCAVATION BY OR ON BEHALF OF THE COOPERATIVE.
CITY OF SCHERTZ NOTES:
1.THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION
PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL
PLAT.
2.NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF
UTILITIES AND PERMITS.
3.ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187C0210F, DATED NOVEMBER 02,
2007, IS LOCATED IN ZONE AE AND X, AND IS WITHIN THE 100-YEAR FLOODPLAIN.
4.ANY DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
5.ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNERS
SUCCESSORS AND OR/ ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY
THE CITY.
6.THE DEVELOPMENT CONSISTS OF 2 PHASES WITH 131 RESIDENTIAL LOTS SPANNING 28.93
ACRES, 5 OPEN SPACE LOTS COVERING 6.55 ACRES, LOT 902 BLOCK 7 COVERING 0.63 ACRES.
LINE & CURVE TABLES ON SHEET 2 OF 2
SITE
IR
I
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H
C
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E
E
K
R
D
E
N
C
H
A
N
T
E
D
F
A
R
M
S
U
N
G
L
A
D
E
R
A
N
C
H
R
O
Y
C
E
R
A
N
C
H
PASS
E
R
I
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A
S
P
U
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BERIN
G
E
R
B
L
V
D
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A
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B
A
C
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GUADALUPE VALLEY ELECTRIC COOPERATIVE
THIS SUBDIVISION PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
BY:
AGENT FOR GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC.
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LEGEND
Ac. = ACRES
B.S.L. = BUILDING SETBACK LINEC1 = CURVE NUMBER
C.B. = COUNTY BLOCK
C.P.S. = CITY PUBLIC SERVICE
C.V.E. = CLEAR VISION EASEMENT
D.P.R. = DEED AND PLAT RECORDS OF GUADALUPE COUNTY, TEXAS
E.G.T.CA. = ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION
ESM'T. = EASEMENTL1 = LINE NUMBER
NAD = NORTH AMERICAN DATUMMIN. = MINIMUM
N.T.S. = NOT TO SCALEO.P.R. = OFFICIAL PUBLIC RECORDS
OF GUADALUPE COUNTY, TEXAS
PG. = PAGE
PGS. = PAGESPOB = POINT OF BEGINNING
R.O.W. = RIGHT-OF-WAYVAR. = VARIABLE
V.N.A.E = VEHICULAR NON ACCESS EASEMENTVOL. = VOLUME
WAT. = WATERWID. = WIDTH
(O/A) = OVERALL
ELEV.
ELEV.
= STREET CENTERLINE = BUILDING SETBACK LINE
= EXISTING GROUND MAJOR CONTOUR
= EXISTING GROUND MINOR CONTOUR = EXISTING PROPERTY LINE
( ) = RECORDED INFORMATION
= BOUNDARY NODE
1 15' E.G.T.CA. ESM'T.
KEYNOTES
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EX. 85' SAN. SEWER & PRIVATE
DRAINAGE ESM'T (VOL. 9, PGS. 369-371)
EX. 25' C.C.M.A. SEWER ESM'T
(VOL. 642, PG. 438)
2 20' E.G.T.CA. ESM'T.
KEYMAP
N.T.S.
= CITY LIMITS
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EX. PRIVATE OFF-LOT 37 DRAINAGE
ESM'T (VOL.9, PGS. 369-371)
EX. OFF-LOT VAR. WIDTH ACCESS
ESM'T (VOL. 9, PG. 369-371)
BY:
STATE OF TEXAS
COUNTY OF
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF UNIVERSAL CITY PLANNING AND ZONING COMMISSION, BEXAR COUNTY
TEXAS, AND IS HEREBY APPROVED FOR THE FILING BY SAID COMMISSION ON
DATED THIS DAY OF , 20 .
CHAIRMAN SECRETARY
CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) NOTES:
1.CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK
MUNICIPAL AUTHORITY EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO
CONSTRUCTION.
2.ALL IMPACT FEES DUE FOR THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED
AT SUBMITTAL OF PERMIT APPLICATION.
= EXISTING 1% EFFECTIVE DFIRM FLDPN
= PHASE BOUNDARY
SHEET
1 OF 2
SHEET
2 OF 2
3 16' WATER ESM'T.
UNIVERSAL CITY
STATE OF TEXAS
COUNTY OF BEXAR
THIS PLAT OF SAVANNAH FARMS SUBDIVISION HAS BEEN SUBMITTED TO AND
CONSIDERED BY UNIVERSAL CITY, TEXAS, AND IS HEREBY APPROVED.
DATED THIS DAY OF , 20 .
BY:
CITY AUTHORIZED AGENT
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