Ackermann Subdivision Final Plat17
BLOCK 12
25'
5 0'
25'
18
19
20
21
22
23
2425262728
BLOCK 12
BLOCK 15
1
2
3
4
5
6
21
22
23
24
25
26
1
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BLOCK 16
BL
O
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K
1
6
25'
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BL
O
C
K
1
2
8
9
10
11
12
13
14
15
16
1
ECKHARDT RD.
(VARIABLE WIDTH R.O.W.)
S25°24'38"E
120.00'
WI
D
E
A
C
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L
N
WI
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A
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Y
CLOVER FIELD
25
'
5
0
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25
'
10.61'
15.08'
LOT 900
BLOCK 16
LOT 900
BLOCK 12
LOT 900
BLOCK 12
76.97'
75
.
0
0
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70
.
0
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86
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59
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7
4
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31
.
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171.72'70.40'74.64'
S24°28'50"E
94.52'
S23°23'27"E
63.79'
70.00'
57.89'34.19'
52
.
1
1
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62
.
9
6
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9
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66
.
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81
.
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72
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70
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7
S24°35'32"E 455.57'S24°35'32"E 478.51'
50.00'
50.00'
50.00'
50.00'
17.58'
35'
59'
24'
35'
58'
23'
134.33'
BLOCK 12
12.59'
S24°28'50"E 1011.26'
S5
9
°
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5
'
2
8
"
W
4
1
7
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S30°33'54"E 105.00'
N5
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9
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S30°33'54"E 92.08
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S13°45'43"
E
8
6
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L1
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1
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10
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1
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8
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C33
S30° 33' 54"E
82.52'
C34
S13° 45' 43"
E
86.77'
C
2
6
C2
7
N30°33'54"W
120.00'
N30°33'54"W 120.00
'
N30°33'54"W 120.00'
N30°33'54"W
120.00'
N30°33'54"W
120.00'
N20°33'54"W
129.64'
N20°33'54"W
137.93'
N0
5
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161
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N30°33'54"W
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'
N30°33'54"W 120.00
'
N30°33'54"W
120.00'
N30°33'54"W
120.00'
N30°33'54"W
120.00'
N20°33'54"W
123.22'
N13°45'43"
W
130.00'
N20°01'42"W
123.14'
N30°33'54"W
120.00'
N30°33'54"W
120.00'
N30°33'54"W 120.
0
0
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N30°33'54"W 120.00'
7.77'
2.33'
67
.
7
7
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46.63
'
29.24'
1.43'11.01'
62.30'14.85'
L6
17.86'
22.13'36.52'
17.54'
27
.
3
4
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45
.
9
7
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19.02'
N30°33'54"W
132.91'
N30°33'54"W
139.23'
N13°45'43"
W
132.52'
N13°45'43"
W
120.00'
N13°45'43"
W
120.06'
N13°45'43
"
W
1
5
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N25°24'38"W 240.16'
5.59'
25
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6
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4
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1
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E
70
.
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10.12'
N30°33'54"W 126.60
'
N13°45'43"
W
1
4
6
.
8
8
'
S13°45'43
"
E
138.07'
16.10'
L4
L5
N25°21'04"W 35.51'
N24°35'32"W 380.25'
N20°31'10"E 18.43'
N5
9
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E
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S24°28'50"E 411.27'
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10
9
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5
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S7
6
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W
9
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S66°06'05"W
71.11'
S6
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5
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W
2
8
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50.00'C18
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6
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E
27
7
.
7
7
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C1
9
C2
0
C21
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C24
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L2
S76°14'17"W
19.91'
N5
9
°
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E
22
5
.
8
6
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S5
9
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W
7
4
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4
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5
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W
28
0
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N25°24'38"W
120.00'
N30°33'54"W 126.60'
S76°14'17"W
50.09'
38.4
2
'
N5
9
°
2
6
'
0
6
"
E
7
2
3
.
3
3
'
11.29'
Date: Oct 23, 2024, 8:00am User ID: rwalden
File: U:\Projects\772\05\02\Design\Civil\PLAT\PL7720502-FINAL.dwgDRAWN BY: RW
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 0.99984364551.
4.THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
(GEOID 18).
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.
.
CITY ENGINEER
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: 210-979-0499
STATE OF TEXAS
COUNTY OF BEXAR
STATE OF TEXAS
COUNTY OF BEXAR
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 BEXAR COUNTY TEXAS
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE ACKERMANN SUBDIVISION; LOTS 17-28 & 900, BLOCK 12; LOTS 10-21
& 900 BLOCK 14; LOTS 1-26, BLOCK 15 & LOTS 1-6 & 900, BLOCK 16 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
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO
CREEK MUNICIPAL 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.
__________________________
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY.
Phone #: (830) 220-6042 • Fax #: (830) 627-9097
TBPE Firm #: 9513 • TBPLS Firm #: 10122300
has joined Colliers Engineering & Design
640 North Walnut Ave. Suite 1101, New Braunfels, Tx. 78130
NOTE: GVEC WILL MAINTAIN
ENTRANCE TO DWELLING. THIS
UPON LOCATION OF DWELLING.
REAR
5' EASEMENT FOR SERVICE
EASEMENT WILL VARY DEPENDING
PL
FROM THE FRONT YARDS WITH
GVEC SHALL HAVE ACCESS
TO THE METER LOCATIONS
LOCATED WITHIN A FENCED AREA.
THE METER LOCATIONS NOT BEING
PL PL
5' MIN.HOUSE(DISTANCE VARIES)
5' MAX FROM
ELECTRIC METER
5'
5'
EASE.
5'
EASE.
LOT
B
PL
LOT
A
PROPERTY LINE
(STREET SIDE)
TYPICAL EASEMENT ON
INTERIOR PROPERTY LINE
PL
21 '
2
EITHER SIDE
OF METER
15'
UTILITY
EASEMENT
CORNER OF
HOUSE
PR
O
P
E
R
T
Y
LI
N
E
PAGE 1 OF 2
NOT TO SCALE 12
0
'
T
Y
P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENT
70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
0'
SCALE : 1''=100'
100'
200'
MATCHLINE
SEE PAGE 2 OF 3
5.503 ACRE TRACT
OWNER: KATHY ADAMS
AND JASON LUND
(VOL. 2416, PG. 26 O.P.R.)
SEE PAGE 2 OF 3 FOR
LINE AND CURVE TABLES
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 THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY
THE CITY.
4.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.THIS PLAT CONSISTS OF 56 BUILDABLE LOTS.
6.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.
7.LOT 900 BLOCK 12 IS DESIGNATED AS OPEN SPACE AND SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR
ASSIGNS.
8.LOT 900 BLOCK 14, AND LOT 900 BLOCK 16 ARE DESIGNATED AS DRAINAGE EASEMENTS.
9.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
10.CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE
HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION
THEREOF.
ACKERMANN SUBDIVISION
FINAL SUBDIVISION PLAT ESTABLISHING
BEING A 19.55 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ,
GUADALUPE COUNTY, TEXAS, SITUATED IN THE CARROL M.
GAHAGAN JR. SURVEY NO. 258, ABSTRACT NO. 142, THE EMANUELA
DE LOS SANTOS COY SURVEY NO. 93 ABSTRACT NO. 87, AND OUT
OF THE 44.332 ACRE TRACT OF LAND AS CONVEYED TO THERESA
JEANNE ACKERMANN OF RECORD IN VOLUME 2955, PAGE 1031 OF
THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS
LOTS 17-28 & 900, BLOCK 12; LOTS 10-21 &
900, BLOCK 14; LOTS 1-26, BLOCK 15 & LOTS
1-6 & 900, BLOCK 16
STATE OF TEXAS
COUNTY OF COMAL
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY
CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
.
BURT P. WELLMANN
LICENSED PROFESSIONAL ENGINEER NO. 100256
KFW ENGINEERS, LLC
640 NORTH WALNUT AVE., SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-0642
FAX: 210-979-8441
SITE
EC
K
H
A
R
D
T
FROB
O
E
S
E
SCHE
R
T
Z
C
I
T
Y
LIMIT
35
COMA
L
C
O
U
N
T
Y
GUADA
L
U
P
E
C
O
U
N
T
Y
COMAL
C
O
U
N
T
Y
GUADA
L
U
P
E
C
O
U
N
T
Y
N
LOCATION MAP N.T.S.
PAGE 1 OF 3
MATCHLINE
PAGE 2 OF 3
.
OWNER: MUSTANG OAKS, LLC
18602 CASTELLANI
SAN ANTONIO, TEXAS 78258
PHONE: 210-367-0445
PREPARATION DATE: OCTOBER, 2024
CY
P
R
E
S
S
P
O
I
N
T
,
U
N
I
T
4
(V
O
L
.
8
,
P
G
S
.
7
2
9
-
7
3
0
M
.
P
.
R
.
)
REMAINING 44.332 ACRE TRACT
OWNER: MUSTANG OAKS LLC
(DOC.# 202399000734 O.P.R.)
1
2
3
GRID:
N= 13,778,198.62
E= 2,222,647.07
VARIABLE WIDTH
ROW DEDICATION
(TO CITY OF SCHERTZ)
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
2
4
2
15' GAS. ELECTRIC. TELEPHONE,
TELEVISION EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
1 FOOT VEHICULAR
NON-ACCESS EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
3 R.O.W. DEDICATION
(VOL. 8, PGS. 729-730 M.P.R.)
1 20' GAS. ELECTRIC. TELEPHONE,
TELEVISION EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
3 VARIABLE WIDTH CLEAR
VISION EASEMENT
GRID:
N= 13,777,066.11
E= 2,222,706.73
S.I.R.
S.I.R.
S.I.R.
F.I.R.F.I.R.
S.I.R.
S.I.R.
S.I.R.
S.I.R.
F.I.R.
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH BLUE CAP STAMPED
"KFW SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=MAP AND PLAT RECORDS OF GUADALUPE
COUNTY, TEXAS
=VARIABLE WIDTH CLEAR VISION EASEMENT
=GREEN VALLEY SPECIAL UTILITY DISTRICT
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
M.P.R.
V.W.C.V.E.
G.V.S.U.D.
5 15' X 50' WATER & SEWER EASEMENT TO
BE ABANDONED WITH FUTURE PLATTING
(DOC.# _____________ O.P.R.)
GREE
N
V
A
L
L
E
Y
SCHE
R
T
Z
C
I
T
Y
LIMIT
GVEC NOTES:
1)GVEC 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)GVEC 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 GVEC 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, INCLUDE
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 ELECTRIC 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.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
VARIABLE WIDTH
ROW DEDICATION
(TO CITY OF SCHERTZ)
4 VARIABLE WIDTH PUBLIC UTILITY
AND PEDESTRIAN EASEMENT
THIS PLAT OF THE
HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ,
TEXAS AND IS HEREBY APPROVED.
DATED THIS DAY OF A.D. 20 .
BY: .
CITY AUTHORIZED AGENT
ACKERMANN SUBDIVISION; LOTS 17-28 & 900, BLOCK 12;
LOTS 10-21 & 900 BLOCK 14; LOTS 1-26, BLOCK 15 & LOTS 1-6 & 900, BLOCK 16
10/24/2024 3:20:40 PM
Ap Approved By:
Samuel Haas, Senior Planner
Planning & Community Development
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
C33
C34
LENGTH
25.28'
267.94'
23.56'
23.56'
23.56'
23.56'
13.49'
23.56'
46.77'
58.65'
73.82'
35.12'
11.12'
109.97'
11.12'
35.12'
23.56'
23.56'
26.18'
13.62'
143.64'
8.53'
73.32'
24.65'
22.94'
23.56'
73.32'
9.00'
26.83'
15.47'
118.56'
17.45'
34.91'
58.65'
RADIUS
15.00'
70.00'
15.00'
15.00'
15.00'
15.00'
150.00'
15.00'
250.00'
200.00'
250.00'
150.00'
15.00'
50.00'
15.00'
150.00'
15.00'
15.00'
150.00'
15.00'
50.00'
15.00'
250.00'
15.00'
200.00'
15.00'
250.00'
100.00'
15.00'
200.00'
100.00'
100.00'
25.00'
200.00'
DELTA
96°32'40"
219°18'42"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
5°09'16"
90°00'00"
10°43'06"
16°48'11"
16°55'04"
13°24'48"
42°27'32"
126°01'07"
42°27'32"
13°24'48"
90°00'00"
90°00'00"
10°00'00"
52°01'12"
164°35'58"
32°34'45"
16°48'11"
94°08'46"
6°34'20"
90°00'00"
16°48'11"
5°09'16"
102°29'13"
4°25'52"
67°55'40"
10°00'00"
80°00'00"
16°48'11"
CHORD
22.39'
131.84'
21.21'
21.21'
21.21'
21.21'
13.49'
21.21'
46.70'
58.44'
73.55'
35.04'
10.86'
89.11'
10.86'
35.04'
21.21'
21.21'
26.15'
13.16'
99.10'
8.41'
73.05'
21.97'
22.93'
21.21'
73.05'
8.99'
23.39'
15.46'
111.73'
17.43'
32.14'
58.44'
CORD BRG
S67°08'18"E
N51°28'41"E
S14°26'06"W
N75°33'54"W
S14°26'06"W
N75°33'54"W
S62°00'44"W
S19°35'22"W
S70°52'44"W
S67°50'11"W
N16°57'06"W
N1°47'10"W
N16°18'32"W
N25°28'16"E
N67°15'03"E
N52°43'42"E
N14°26'06"E
S75°33'54"E
N64°26'06"E
N43°25'30"E
S80°17'08"E
S14°16'32"E
S22°09'49"E
S60°50'06"E
N68°48'21"E
S31°14'17"W
S67°50'11"W
S62°00'44"W
N64°10'02"W
N10°42'30"W
N25°28'16"E
N64°26'06"E
N70°33'54"W
S22°09'49"E
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
LENGTH
19.18'
18.97'
42.75'
9.55'
17.83'
38.20'
BEARING
N69°28'50"W
N20°31'10"E
S64°35'22"W
N24°35'32"W
N69°28'50"W
N65°31'10"E
25'
5 0'
25'
17
WH
I
T
E
E
L
M
25
'
5 0
'
25
'
BL
O
C
K
1
4
10111213141516
17
18
19
20
21
BL
O
C
K
1
4
BL
O
C
K
1
5
67891011
12
13
14 15 16 17 18 19 20 21
6
BLOCK 16
25
'
5
0
'
25
'
BLOCK 14
123456789 16
1
1
C3
S59°26'06"W
7.99'
WENDELL WAY
WE
N
D
E
L
L
W
A
Y
WIDE ACRE LN
WH
I
T
E
E
L
M
50.00'32.37'
40
.
6
6
'
70
.
0
0
'
70.
0
0
'
70
.
0
0
'
13
6
.
3
1
'
24
.
4
4
'
70.
0
0
'
55.
6
4
'
136.31'71.12'70.00'70.00'70.00'70.00'75.00'75.00'
60.00'70.00'70.00'70.00'70.00'60.00'
67.74'
78.84'
70.00'70.00'70.00'70.00'70.00'70.00'110.66'54.71'
75
.
4
3
'
74.
8
9
'
75.47'70.00'70.00'70.00'70.00'70.00'
70.00'70.00'70.00'
N59° 26' 06"E
70.00'70.00'70.00'62.00'
61
.
4
1
'
68
.
0
8
'
70.00'
11
1
120.00'
30.00'
1
1 1
1
1
50
.
0
0
'
50
.
0
0
'
50
.
0
0
'
50
.
0
0
'
BL
O
C
K
1
2
N0
8
°
2
9
'
3
4
"
W
3
7
9
.
5
1
'
N59°26'06"E 1323.05'
C1
1
C12
C1
3
C14 C15 C16 N59°26'06"E 365.56'
N3
0
°
3
3
'
5
4
"
W
1
0
5
.
0
0
'
S3
0
°
3
3
'
5
4
"
E
1
0
5
.
0
0
'
C
4S59°26'06"W 211.18'S59°26'06"W 147.36'C7
S64°35'22"W
47.13'
C8
N08
°
2
9
'
3
4
"
W
1
5
0
.
3
2
'
N08
°
2
9
'
3
4
"
W
1
5
0
.
3
2
'
C31
N59°26'06"E 723.33'
S59°26'06"W 744.39'C28L3
C
2
9
C3
0
S64°35'22"W 150.
0
0
'
N81°
3
0
'
2
6
"
E
120.
4
1
'
N81°
3
0
'
2
6
"
E
120.
0
0
'
N81°
3
0
'
2
6
"
E
120.
0
0
'
N81°
2
3
'
4
2
"
E
122.
6
1
'
N
6
4
°
3
5
'
4
2
"
W
1
5
0
.
5
4
'
N3
0
°
3
3
'
5
4
"
W
12
2
.
6
1
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
N81°
3
0
'
2
6
"
E
120.
0
0
'
N
6
4
°
3
1
'
4
4
"
W
1
2
4
.
1
1
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
12
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
N3
0
°
3
3
'
5
4
"
W
1
2
0
.
0
0
'
S08
°
2
9
'
3
4
"
E
3
8
7
.
2
2
'
14.37'
59
.
4
5
'
54.81'
55.
1
6
'
25.56'
N3
0
°
3
3
'
5
4
"
W
1
2
6
.
6
0
'
N0
8
°
2
9
'
3
4
"
W
1
2
9
.
4
9
'
59.28'
59.2
8
'
S59°26'06"W
50.00'
S64°35'22"W
50.00'
N25°24'38"W
37.31'
N2
5
°
2
4
'
3
8
"
W
40
.
0
0
'
N2
5
°
2
4
'
3
8
"
W
62
.
1
7
'
C17
C
1
8
N59°26'06"E
277.77'
S59°26'06"W
50.00'
N59°26'06"E
225.86'
S59°26'06"W 744.39'
S2
5
°
2
4
'
3
8
"
E
57
.
7
1
'
S64°35'22"W
280.00'
N25°24'38"W
120.00'N3
0
°
3
3
'
5
4
"
W
1
2
6
.
6
0
'
70
.
0
0
'
24
.
4
4
'
2.69'
C
6 C5
S28°24'55"W 135.38'
20.
3
7
'
7.92'
C31
59.28'
59.28'
Date: Oct 23, 2024, 8:01am User ID: rwalden
File: U:\Projects\772\05\02\Design\Civil\PLAT\PL7720502-FINAL.dwgDRAWN BY: RW
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
0.99984364551.
4.THE ELEVATIONS FOR THIS SURVEY ARE BASED
ON NAVD88 (GEOID 18).
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: 210-979-0499
Phone #: (830) 220-6042 • Fax #: (830) 627-9097
TBPE Firm #: 9513 • TBPLS Firm #: 10122300
has joined Colliers Engineering & Design
640 North Walnut Ave. Suite 1101, New Braunfels, Tx. 78130
PAGE 2 OF 2
0'
SCALE : 1''=100'
100'
200'
95.34 ACRE TRACT
OWNER: RBV2 LIMITED
(VOL. 1654, PG. 902 O.P.R.)
CYPRESS POINT, UNIT 4
(VOL. 8, PGS. 729-730 M.P.R.)
12
0
'
T
Y
P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENT
70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
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 THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY
THE CITY.
4.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
5.THIS PLAT CONSISTS OF 56 BUILDABLE LOTS.
6.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.
7.LOT 900 BLOCK 12 IS DESIGNATED AS OPEN SPACE AND SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR
ASSIGNS.
8.LOT 900 BLOCK 14, AND LOT 900 BLOCK 16 ARE DESIGNATED AS DRAINAGE EASEMENTS.
9.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
10.CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE
HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE
HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION
THEREOF.
22.14 ACRE TRACT
OWNER: SCHWAB CREDIT TRUST
(VOL. 4176, PG. 767 O.P.R.)
ACKERMANN SUBDIVISION
FINAL SUBDIVISION PLAT ESTABLISHING
BEING A 19.55 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ,
GUADALUPE COUNTY, TEXAS, SITUATED IN THE CARROL M.
GAHAGAN JR. SURVEY NO. 258, ABSTRACT NO. 142, THE EMANUELA
DE LOS SANTOS COY SURVEY NO. 93 ABSTRACT NO. 87, AND OUT
OF THE 44.332 ACRE TRACT OF LAND AS CONVEYED TO THERESA
JEANNE ACKERMANN OF RECORD IN VOLUME 2955, PAGE 1031 OF
THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS
LOTS 17-28 & 900, BLOCK 12; LOTS 10-21 &
900, BLOCK 14; LOTS 1-26, BLOCK 15 & LOTS
1-6 & 900, BLOCK 16
PREPARATION DATE: OCTOBER, 2024
REMAINING 44.332 ACRE TRACT
OWNER: MUSTANG OAKS LLC
(DOC.# 202399000734 O.P.R.)
3
MA
T
C
H
L
I
N
E
SE
E
P
A
G
E
1
O
F
3
4
4
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.
GRID:
N= 13,777,525.93
E= 2,221,508.03
GRID:
N= 13,777,352.46
E= 2,222,353.74
LOT 900
BLOCK 14
DETAIL "A"
SCALE 1"=30'
SEEDETAIL
"A" THIS
PAGE
1 1
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH BLUE CAP STAMPED
"KFW SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=MAP AND PLAT RECORDS OF GUADALUPE
COUNTY, TEXAS
=VARIABLE WIDTH CLEAR VISION EASEMENT
=GREEN VALLEY SPECIAL UTILITY DISTRICT
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
M.P.R.
V.W.C.V.E.
G.V.S.U.D.
5
5
STATE OF TEXAS
COUNTY OF COMAL
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY
CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
.
BURT P. WELLMANN
LICENSED PROFESSIONAL ENGINEER NO. 100256
KFW ENGINEERS, LLC
640 NORTH WALNUT AVE., SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-0642
FAX: 210-979-8441
S.I.R.
SITE
EC
K
H
A
R
D
T
FROB
O
E
S
E
SCHE
R
T
Z
C
I
T
Y
LIMIT
35
COMA
L
C
O
U
N
T
Y
GUADA
L
U
P
E
C
O
U
N
T
Y
COMAL
C
O
U
N
T
Y
GUADA
L
U
P
E
C
O
U
N
T
Y
N
LOCATION MAP N.T.S.
GVEC NOTES:
1)GVEC 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)GVEC 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 GVEC 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, INCLUDE 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 ELECTRIC 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.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
GREE
N
V
A
L
L
E
Y
SCHE
R
T
Z
C
I
T
Y
LIMIT
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
2
4
2
15' GAS. ELECTRIC. TELEPHONE,
TELEVISION EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
1 FOOT VEHICULAR
NON-ACCESS EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
VARIABLE WIDTH PUBLIC
UTILITY EASEMENT
3 R.O.W. DEDICATION
(VOL. 8, PGS. 729-730 M.P.R.)
1 20' GAS. ELECTRIC. TELEPHONE,
TELEVISION EASEMENT
(VOL. 8, PGS. 729-730 M.P.R.)
3 VARIABLE WIDTH CLEAR
VISION EASEMENT
5 15' X 50' WATER & SEWER EASEMENT TO
BE ABANDONED WITH FUTURE PLATTING
(DOC.# _____________ O.P.R.)
4 VARIABLE WIDTH PUBLIC UTILITY
AND PEDESTRIAN EASEMENT
15' WATERLINE EASEMENT
(DOC.#______________)
10/24/2024 3:20:46 PM
Ap Approved By:
Samuel Haas, Senior Planner
Planning & Community Development