Ackermann II Subdivision Preliminary PlatSS
SS
SS
SS
SS
SS
SS
SS
OH
U
OH
U
OH
U
OH
U
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U
OH
U
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U
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U
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U
21
14 15 16 17 18 19 20 21 22 23 24
25
26
BLOCK 17
BLOCK 17
1
2
3
4
1
2
3
4
5
6
24
23
22
21
20
1
2
3456
7
7
19
11
12
10
BLOCK 16
BLOCK 16
25'
5 0'
25'
25'
5 0'
25'
25'
5 0'
25'
1
11
1
810
CA
L
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WIDE ACRE LN
OL
D
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LOT 900
BLOCK 16
8 17
18
1
1
E. 1
2
"
W
E. 8" SSSS
SS
SS SS
SS
SS
SS
E.
1
2
"
W
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
W
8"
W
8"
W
LOT 901
BLOCK 16
LO
T
9
0
1
8
9LOT 901 BLOCK 18
8" SS
2
8"
S
S
8"
W
E 12" W
E 1
2
"
W
BLOCK 18 1
S3
4
°
0
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1
4
"
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1
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1
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7
7
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5
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4
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8
"
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8
0
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2
1
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5
°
2
4
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3
8
"
W
7
8
7
.
3
4
'
N64°35'22"E
120.00'N64°35'22"E
120.00'
N64°35'22"E
120.00'
N2
5
°
2
4
'
3
8
"
W
1
1
2
1
.
4
5
'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E 120.00'N64°35'22"E 120.00'
N64°35'22"E 120.00'
S2
5
°
2
4
'
3
8
"
E
7
8
7
.
3
4
'
N2
5
°
2
4
'
3
8
"
W
8
0
7
.
3
3
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L1
L2 C1 L3 C2 N59°26'06"E 147.36'C
3
L4 C4 N59°26'06"E 211.18'C
5
L5 C6 L6
S2
5
°
2
4
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8
"
E
1
2
0
.
0
0
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N64°35'22"E 280.00'
L7 L8
L9
C1
1
L11
L12C1
2 C1
6L14
L15
C1
7
N64°35'22"E 120.00'N64°35'22"E 120.00'N64°35'22"E 120.00'
E. 12" W E. 12" W E. 12" W
E. 12"
WE. 8" SS E. 8" SS
E. 8" S
S
E.
8
"
S
S
N64°35'22"E 150.00'
81
0
815
805
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5
°
2
4
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3
8
"
W
5
6
0
.
0
0
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N37°56
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4
6
"
E
87.45'
8
0
5
81
0
820
810
79
5
795
800
80
0
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800
795 800
825
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C8
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3
°
4
5
'
4
3
"
E
1
5
4
.
0
8
'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
120.00' S64°35'22"W
825
820
815
810
800
805
810
81
5
81
0
82
0
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5
°
2
4
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8
"
E
2
4
0
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1
6
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70
.
0
0
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5
°
2
4
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3
8
"
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70
.
0
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0
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.
8
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70
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70
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70
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70
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70
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0
0
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57
.
3
6
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70
.
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102.78'
70
.
0
0
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70
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70
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70
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8
4
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70
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0
0
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5
°
2
4
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3
8
"
W
70
.
0
0
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70
.
0
0
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81
.
1
6
'
70
.
0
0
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108.40'102.78'
S2
5
°
2
4
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3
8
"
E
70
.
0
0
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70
.
0
0
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70
.
0
0
'
70
.
0
0
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70
.
0
0
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70
.
0
0
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70
.
0
0
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70
.
0
0
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70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
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S2
5
°
2
4
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3
8
"
E
70
.
0
0
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70
.
0
0
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70
.
0
0
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70
.
0
0
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70
.
0
0
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83
.
8
0
'
61
.
4
3
'
17
8
.
7
3
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
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70
.
0
0
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70
.
0
0
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11
4
.
0
6
'
70
.
0
0
'
8"
W
GREEN ACRES
WE
N
D
E
L
L
W
A
Y
LOT 901 BLOCK 14
SS
8"
S
S
8" SS
N64°35'22"E 135.00'
C21
N2
5
°
2
4
'
3
8
"
W
2
3
2
.
6
9
'
S2
5
°
2
4
'
3
8
"
E
3
1
2
.
6
9
'
S64°35'22"W 135.00'
50
.
0
0
'
L16
25'
5 0'
25'
25
'
5 0
'
25
'
S2
5
°
2
4
'
3
8
"
E
4
4
3
.
9
5
'
N2
5
°
2
4
'
3
8
"
W
4
4
3
.
9
5
'
C
2
2
28
5
.
0
0
'
77
1
.
4
1
'
21.0'
820
Date: Sep 03, 2025, 7:24am User ID: rwalden
File: U:\Projects\772\05\03\Design\Civil\PLAT\PL7720503-PRELIM_II.dwgDRAWN BY: RW
THIS PLAT OF THE HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF SCHERTZ AND IS HEREBY APPROVED.
DATED THIS DAY OF A.D. 20 .
.
CITY AUTHORIZED AGENT
ACKERMANN II SUBDIVISION
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
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
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.
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
2.5'
EITHER SIDE
OF METER
15'
UTILITY
EASEMENT
CORNER OF
HOUSE
PR
O
P
E
R
T
Y
LI
N
E
PAGE 1 OF 3
12
0
'
T
Y
P
.
70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
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.
THIS SUBDIVISION PLAT OF ACKERMANN II SUBDIVISION SUBMITTED TO AND APPROVED BY
GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
SEE PAGE 2 OF 3 FOR
LINE AND CURVE TABLES
CL
O
V
E
R
F
I
E
L
D
1
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 44 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.LOTS 901, BLOCK 14, LOT 901, BLOCK 16 AND LOT 901, BLOCK 18 ARE DESIGNATED AS OPEN SPACE AND SHALL BE THE
RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR ASSIGNS.
8.LOT 902 BLOCK 16 IS DESIGNATED AS A DRAINAGE EASEMENT.
9.PROPERTY BEING PLATTED IS ZONED R-2.
10.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
11.THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS PLAT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT THE TIME OF FINAL PLAT.
12.GREEN VALLEY SPECIAL UTILITY DISTRICT (CCN #20973) HAS AGREED TO TRANSFER THE SEWER CCN RIGHTS OF THIS TRACT TO
THE CITY OF SCHERTZ (CCN #20271). THIS TRANSFER HAS BEEN FILED WITH THE PUBLIC UTILITY COMMISSION OF TEXAS ON
10/05/2023, CONTROL #55647.
ACKERMANN II SUBDIVISION
PRELIMINARY SUBDIVISION PLAT ESTABLISHING
BEING A 24.81 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 ALL
OF THE 44.332 ACRE TRACT OF LAND AS CONVEYED TO MUSTANG
OAKS, LLC IN DOCUMENT NO. 202399000734 OF THE OFFICIAL
PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS
LOT 901, BLOCK 14, LOTS 7-22 & 901-902, BLOCK 16;
LOTS 1-24, BLOCK 17; LOTS 1-4 & 901, BLOCK 18
MATCHLINE
PAGE 2 OF 3
PAGE 1 OF 3
ACKERMANN SUBDIVISIONSINGLE-FAMILY RESIDENTIALZONING: R2(DOC.# ___________)
ACKERMANN SUBDIVISIONSINGLE-FAMILY RESIDENTIALZONING: R2(DOC.# ___________)
95
.
3
4
A
C
R
E
T
R
A
C
T
OW
N
E
R
:
R
B
V
2
L
I
M
I
T
E
D
P
A
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T
N
E
R
S
H
I
P
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N
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N
G
:
G
B
AG
R
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A
L
(V
O
L
.
1
6
5
4
,
P
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.
9
0
2
O
.
P
.
R
.
)
22
.
1
4
A
C
R
E
T
R
A
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T
OW
N
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R
:
S
C
H
W
A
B
C
R
E
D
I
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U
S
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N
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G
:
G
B
AG
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(V
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L
.
4
1
7
6
,
P
G
.
7
6
7
O
.
P
.
R
.
)
MATCHLINE 'A'
SEE PAGE 2 OF 3
INDEX MAP
NOT TO SCALE
E.
1
2
"
W
1
2
1
LO
T
9
0
0
B
L
O
C
K
1
4
1
1
3
GRID:
N= 13,777,094.48
E= 2,221,590.74
GRID:
N= 13,777,506.13
E= 2,222,690.95
=FOUND 12" IRON ROD OR AS NOTED
= SET 1/2" IRON ROD WITH BLUE CAP
STAMPED "COLLIERS PROP CORNER"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=MAP AND PLAT RECORDS OF GUADALUPE
COUNTY, TEXAS
=WATER LINE
=SANITARY SEWER LINE
=GREEN VALLEY SPECIAL UTILITY DISTRICT
=EXISTING WATER LINE
=OVERHEAD UTILITY
=EDGE OF PAVEMENT
=EXISTING WATER MAIN
=EXISTING SANITARY SEWER
=SCHERTZ CITY LIMITS
=EXISTING CONTOURS
=ACKERMANN II SUBD. PROPOSED CONTOURS
=EXISTING OVERHEAD UTILITY LINE
F.I.R.
S.I.R.
R.O.W.
O.P.R.
8" SS
8" W
M.P.R.
G.V.S.U.D.
E 6" W
OHU
EP
E. 8"SS
E. 8" W
805
OHU OHU
805
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.
1
MA
T
C
H
L
I
N
E
'
B
'
SE
E
P
A
G
E
3
O
F
3
PAGE 3 OF 3
LOT 902
BLOCK 16
www.bergmannpc.com
www.colliersengineering.com
Phone:Engineering& Design
NEW BRAUNFELS
640 North Walnut Ave.
Suite1101
New Braunfels, TX 78130
830.220.6042
COLLIERS ENGINEERING & DESIGN, INC.
TBPE Firm#: F-14909 TBPLS Firm#: 10194550
5
PREPARATION DATE: SEPTEMBER, 2025
= EXISTING EASEMENT
= EASEMENT CREATED BY THIS PLAT
DOC. NO.= DOCUMENT NUMBER
VOL.= VOLUME
PG.= PAGE
AC.= ACRE
N
S
E
W
NOR
T
H
100 100
SCALE : 1" = 100'
0
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.
.
COREY CAMPBELL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7076
COLLIERS ENGINEERING & DESIGN
3421 PAESANOS PKWY, SUITE 200
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-0499
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.
.
A. NICHOLAS REYNOLDS
LICENSED PROFESSIONAL ENGINEER NO. 111666
COLLIERS ENGINEERING & DESIGN
640 NORTH WALNUT AVE., SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-0642
FAX: 210-979-8441
SURVEYOR NOTES:
1.MONUMENTS WERE FOUND OR SET AT EACH
CORNER OF THE SURVEY BOUNDARY OF THIS
SUBDIVISION. MONUMENTS AND LOT
MARKERS WILL BE SET WITH 1/2" DIAMETER
REBAR WITH A BLUE PLASTIC CAP STAMPED
"COLLIERS PROP CORNER" AFTER
COMPLETION OF UTILITY INSTALLATION AND
STREET CONSTRUCTION UNLESS NOTED
OTHERWISE.
2.BEARINGS AND DISTANCES ARE BASED ON
THE STATE PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE 4204, NORTH AMERICAN
DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE
GRID. ALL DISTANCES SHOWN HEREON ARE
SURFACE DISTANCES AND MAY BE BROUGHT
TO GRID BY APPLYING THE FOLLOWING SCALE
FACTOR 0.99984364551.
4.THE ELEVATIONS FOR THIS SURVEY ARE
BASED ON NAVD88 (GEOID 18).
N
S
EW
NOR
T
H
15' ELEC., GAS,
TELE. & CATV
EASEMENT
LEGEND
4
WE
N
D
E
L
L
W
A
Y
BLOCK 15
2
KEY NOTES
15' PUBLIC UTILITY EASEMENT
2
3
1
15' PUBLIC UTILITY EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
VARIABLE WIDTH PUBLIC UTILITY
EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
20' OFF-LOT WATER EASEMENT
(DOC. # ____________ O.P.R.)
4 15' WATER EASEMENT
(DOC. #202599011934 O.P.R.)
5 20' TEMPORARY CONSTRUCTION EASEMENT
(DOC. # ____________ O.P.R.)
35' PUBLIC UTILITY EASEMENT2
1
15' WATER EASEMENT3
15' X 50' WATER & SEWER EASEMENT4
SITE
EC
K
H
A
R
D
T
GREE
N
V
A
L
L
E
Y
FROB
O
E
S
E
35
COMA
L
C
O
U
N
T
Y
GUADA
L
U
P
E
C
O
U
N
T
Y
SCHE
R
T
Z
C
I
T
Y
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COMAL
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LOCATION MAPN.T.S.
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STATE OF TEXAS
COUNTY OF BEXAR
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
ACKERMANN II SUBDIVISION 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 ______________,
.
OWNER: MUSTANG OAKS, LLC
18602 CASTELLANI
SAN ANTONIO, TEXAS 78258
PHONE: 210-367-0445
16' SEWER EASEMENT
09/03/2025 4:21:30 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
SS
SS
SS
SS
SS
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
12
GREEN VALLEY RD.
15.04'15.05'
(40' R.O.W.)
GVSUD E 2" W
E GVSUD 6" WGVSUD E 6" W
OH
U
OHU
1
BLOCK 16
22 21 20
19 18
17
16
15
14
13
8
9
10
11
12 13
14
15
16
17
CA
L
I
C
O
F
A
R
M
OL
D
H
A
N
E
Y
P
L
1
1
1
1
1
BLOCK 17
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUGVSUD E 6" W
25'
5 0'
25'
25'
5 0'
25'
25
'
5
0
'
25
'
HOLMES LANDING
F.I
.
R
.
8"
S
S
8"
S
S
8"
S
S
8" SS
8"
W 8"
W
8" W
13.17'
14
LOT 901 BLOCK 18
8"
S
S
LO
T
9
0
2
B
L
O
C
K
1
6
3
4
N2
5
°
2
4
'
3
8
"
W
1
1
2
1
.
4
5
'
S60°17'00"W 973.47'
S3
4
°
0
6
'
1
4
"
E
1
4
1
.
7
7
'
S2
4
°
5
7
'
1
2
"
E
3
9
9
.
7
2
'
S2
5
°
2
4
'
3
8
"
E
7
8
7
.
3
4
'
N2
5
°
2
4
'
3
8
"
W
7
8
7
.
3
4
'
N2
5
°
2
4
'
3
8
"
W
8
0
7
.
3
3
'
973.59' N60°17'00"E
N64°35'22"E 120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E
120.00'
N64°35'22"E 120.00'
N2
9
°
4
3
'
0
0
"
W
1
5
5
.
0
0
'
N2
9
°
4
3
'
0
0
"
W
12
0
.
0
0
'
N2
9
°
4
3
'
0
0
"
W
12
0
.
0
0
'
N2
9
°
4
3
'
0
0
"
W
12
0
.
0
0
'
N2
9
°
4
3
'
0
0
"
W
12
0
.
0
0
'
N2
9
°
4
3
'
0
0
"
W
10
6
.
5
5
'
N
7
5
°
1
6
'
5
8
"
W
1
3
3
.
9
8
'
S64°35'22"W
125.00'
S64°35'22"W 125.00'
S64°35'22"W
120.00'
S64°35'22"W
120.00'
N64°35'22"E 120.00'
N60°17'00"E 7.85'
N60°17'00"E 200.42'
S60°17'00"W 284.14'
S2
5
°
2
4
'
3
8
"
E
8
0
3
.
2
1
'
25.9
7
'
47.23'
50
.
0
1
'
1
8
.
4
4
'
N60° 17' 00"E
70.00'
N60°17'00"E 321.49'
L9
C9
L10 C1
0
C1
3 L13
C
1
4
C15
C1
8
C19
C20
N64°35'22"E 120.00'N64°35'22"E 120.00'N64°35'22"E 120.00'
805
S64°35'22"W 120.00'
N2
5
°
2
4
'
3
8
"
W
2
0
7
.
0
6
'
N64°35'22"E
18.00'
N37°56'
4
6
"
E
87.45'
800795
80
0
800
80
0
800
80
0
805
80
5
N64°35'22"E
18.00'
N2
5
°
2
4
'
3
8
"
W
5
6
0
.
0
0
'
805
810
805
800
800
805
8
1
0
38
4
.
6
6
'
70.00'70.00'35.00'
109.49'72.00'70.00'70.00'
70.00'39.14'
40.0
0
'
29.8
9
'
11
1
.
4
3
'
71
.
5
0
'
70
.
0
0
'
70
.
0
0
'
45
.
9
7
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
49
.
9
7
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
79
.
5
6
'
82
.
2
0
'
70
.
0
0
'
N2
5
°
2
4
'
3
8
"
W
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
97.15'103.27'
S2
5
°
2
4
'
3
8
"
E
70
.
0
0
'
70
.
0
0
'
70
.
0
0
'
53
.
5
0
'
61
.
4
3
'
12
0
.
0
0
'
50
.
0
0
'
8"
W
8"
W
20
'
40
'
20
'
EP
EP
S64°35'22"W
113.23'
N17°
2
6
'
1
1
"
E
6
9
.
8
9
'
N2
5
°
2
4
'
3
8
"
W
2
5
2
.
9
3
'
SS
SS
SS 8" SS
8"
S
S
8"
S
S
S2
9
°
4
3
'
0
0
"
E
1
1
0
.
1
3
'
N60°17'00"E 226.09'
S60°17'00"W 242.09'
N2
9
°
4
3
'
0
0
"
W
1
2
6
.
1
3
'
S2
5
°
2
4
'
3
8
"
E
4
4
3
.
9
5
'
N2
5
°
2
4
'
3
8
"
W
4
4
3
.
9
5
'
77
1
.
4
1
'
35
.
0
0
'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
LENGTH
23.56'
13.49'
23.56'
23.56'
23.56'
23.56'
267.94'
25.28'
23.56'
18.79'
9.00'
13.49'
15.03'
23.56'
37.39'
RADIUS
15.00'
150.00'
15.00'
15.00'
15.00'
15.00'
70.00'
15.00'
15.00'
250.00'
100.00'
150.00'
200.00'
15.00'
25.00'
DELTA
90°00'00"
5°09'16"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
219°18'42"
96°32'40"
90°00'00"
4°18'22"
5°09'16"
5°09'16"
4°18'22"
90°00'00"
85°41'38"
CHORD
21.21'
13.49'
21.21'
21.21'
21.21'
21.21'
131.84'
22.39'
21.21'
18.78'
8.99'
13.49'
15.03'
21.21'
34.00'
CORD BRG
N19°35'22"E
N62°00'44"E
S75°33'54"E
N14°26'06"E
S75°33'54"E
N14°26'06"E
N51°28'41"E
N67°08'18"W
N15°17'00"E
N27°33'49"W
N27°59'16"W
S27°59'16"E
S27°33'49"E
S74°43'00"E
N17°26'11"E
CURVE TABLE
CURVE
C16
C17
C18
C19
C20
C21
C22
LENGTH
9.00'
13.49'
10.03'
141.66'
10.03'
23.56'
23.56'
RADIUS
100.00'
150.00'
15.00'
50.00'
15.00'
15.00'
15.00'
DELTA
5°09'16"
5°09'16"
38°19'06"
162°19'50"
38°19'06"
90°00'00"
90°00'00"
CHORD
8.99'
13.49'
9.85'
98.81'
9.85'
21.21'
21.21'
CORD BRG
N27°59'16"W
S27°59'16"E
S44°34'11"E
S17°26'11"W
S79°26'32"W
N19°35'22"E
N70°24'38"W
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
LENGTH
37.31'
50.00'
47.13'
50.00'
50.00'
7.99'
71.11'
19.91'
43.86'
4.98'
10.50'
10.50'
4.98'
10.50'
10.50'
50.00'
BEARING
S25°24'38"E
N64°35'22"E
N64°35'22"E
N59°26'06"E
N59°26'06"E
N59°26'06"E
N66°06'05"E
N76°14'17"E
S59°25'28"W
N29°43'00"W
N30°33'54"W
S30°33'54"E
S29°43'00"E
N30°33'54"W
S30°33'54"E
S64°35'22"W
Date: Sep 03, 2025, 9:44am User ID: rwalden
File: U:\Projects\772\05\03\Design\Civil\PLAT\PL7720503-PRELIM_II.dwgDRAWN BY: RW
PAGE 2 OF 3
MATCHLINE 'A'
SEE PAGE 1 OF 3
12
0
'
T
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P
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15' ELEC., GAS,
TELE. & CATV
EASEMENT
70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
ACKERMANN II SUBDIVISION
PRELIMINARY SUBDIVISION PLAT ESTABLISHING
BEING A 24.81 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 ALL
OF THE 44.332 ACRE TRACT OF LAND AS CONVEYED TO MUSTANG
OAKS, LLC IN DOCUMENT NO. 202399000734 OF THE OFFICIAL
PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS
LOT 901, BLOCK 14, LOTS 7-22 & 901-902, BLOCK 16;
LOTS 1-24, BLOCK 17; LOTS 1-4 & 901, BLOCK 18
5.503 ACRE TRACTOWNER: KATHY ADAMSAND JASON LUNDZONING: GBSINGLE FAMILY RESIDENTIAL(VOL. 2416, PG. 26 O.P.R.)
22.14 ACRE TRACTOWNER: SCHWAB CREDITTRUSTZONING: GBAGRICULTURAL(VOL. 4176, PG. 767 O.P.R.)
GRID:
N= 13,777,043.89
E= 2,222,669.11
GRID:
N= 13,776,081.69
E= 2,222,071.88
15' WATER LINE EASEMENT
(VOL. 679, PG. 742 O.P.R.)
15' R.O.W. DEDICATION
(TO CITY OF SCHERTZ)
SCHERTZ CITY LIMITSS.I.R.
F.I.R.
F.I.R.S.I.R.
S.I.R.
LOT 901
BLOCK 16
www.bergmannpc.com
www.colliersengineering.com
Phone:Engineering& Design
NEW BRAUNFELS
640 North Walnut Ave.
Suite1101
New Braunfels, TX 78130
830.220.6042
COLLIERS ENGINEERING & DESIGN, INC.
TBPE Firm#: F-14909 TBPLS Firm#: 10194550
PREPARATION DATE: SEPTEMBER, 2025
N
S
E
W
NO
R
T
H
100 100
SCALE : 1" = 100'
0
KEY NOTES
15' PUBLIC UTILITY EASEMENT
2
3
1
15' PUBLIC UTILITY EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
VARIABLE WIDTH PUBLIC UTILITY
EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
20' OFF-LOT WATER EASEMENT
(DOC. # ____________ O.P.R.)
4 15' WATER EASEMENT
(DOC. #202599011934 O.P.R.)
5 20' TEMPORARY CONSTRUCTION EASEMENT
(DOC. # ____________ O.P.R.)
35' PUBLIC UTILITY EASEMENT2
1
15' WATER EASEMENT3
15' X 50' WATER & SEWER EASEMENT4
SITE
EC
K
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A
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GREE
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FROB
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35
COMA
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SCHE
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LOCATION MAPN.T.S.
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=FOUND 12" IRON ROD OR AS NOTED
= SET 1/2" IRON ROD WITH BLUE CAP
STAMPED "COLLIERS PROP CORNER"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=MAP AND PLAT RECORDS OF GUADALUPE
COUNTY, TEXAS
=WATER LINE
=SANITARY SEWER LINE
=GREEN VALLEY SPECIAL UTILITY DISTRICT
=EXISTING WATER LINE
=OVERHEAD UTILITY
=EDGE OF PAVEMENT
=EXISTING WATER MAIN
=EXISTING SANITARY SEWER
=SCHERTZ CITY LIMITS
=EXISTING CONTOURS
=ACKERMANN II SUBD. PROPOSED CONTOURS
=EXISTING OVERHEAD UTILITY LINE
F.I.R.
S.I.R.
R.O.W.
O.P.R.
8" SS
8" W
M.P.R.
G.V.S.U.D.
E 6" W
OHU
EP
E. 8"SS
E. 8" W
805
OHU OHU
805
= EXISTING EASEMENT
= EASEMENT CREATED BY THIS PLAT
DOC. NO.= DOCUMENT NUMBER
VOL.= VOLUME
PG.= PAGE
AC.= ACRE
LEGEND
SURVEYOR NOTES:
1.MONUMENTS WERE FOUND OR SET AT EACH
CORNER OF THE SURVEY BOUNDARY OF THIS
SUBDIVISION. MONUMENTS AND LOT
MARKERS WILL BE SET WITH 1/2" DIAMETER
REBAR WITH A BLUE PLASTIC CAP STAMPED
"COLLIERS PROP CORNER" AFTER
COMPLETION OF UTILITY INSTALLATION AND
STREET CONSTRUCTION UNLESS NOTED
OTHERWISE.
2.BEARINGS AND DISTANCES ARE BASED ON
THE STATE PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE 4204, NORTH AMERICAN
DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE
GRID. ALL DISTANCES SHOWN HEREON ARE
SURFACE DISTANCES AND MAY BE BROUGHT
TO GRID BY APPLYING THE FOLLOWING SCALE
FACTOR 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.
.
COREY CAMPBELL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7076
COLLIERS ENGINEERING & DESIGN
3421 PAESANOS PKWY, SUITE 200
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-0499
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.
.
A. NICHOLAS REYNOLDS
LICENSED PROFESSIONAL ENGINEER NO. 111666
COLLIERS ENGINEERING & DESIGN
640 NORTH WALNUT AVE., SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-0642
FAX: 210-979-8441
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.
THIS SUBDIVISION PLAT OF ACKERMANN II SUBDIVISION SUBMITTED TO AND APPROVED BY
GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
THIS PLAT OF THE HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF SCHERTZ AND IS HEREBY APPROVED.
DATED THIS DAY OF A.D. 20 .
.
CITY AUTHORIZED AGENT
ACKERMANN II SUBDIVISION
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
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
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.
STATE OF TEXAS
COUNTY OF BEXAR
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
ACKERMANN II SUBDIVISION 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 ______________,
.
OWNER: MUSTANG OAKS, LLC
18602 CASTELLANI
SAN ANTONIO, TEXAS 78258
PHONE: 210-367-0445
16' SEWER EASEMENT
16' SEWER EASEMENT
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 44 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.LOTS 901, BLOCK 14, LOT 901, BLOCK 16 AND LOT 901, BLOCK 18 ARE DESIGNATED AS OPEN SPACE AND SHALL BE THE
RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR ASSIGNS.
8.LOT 902 BLOCK 16 IS DESIGNATED AS A DRAINAGE EASEMENT.
9.PROPERTY BEING PLATTED IS ZONED R-2.
10.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
11.THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS PLAT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT THE TIME OF FINAL PLAT.
12.GREEN VALLEY SPECIAL UTILITY DISTRICT (CCN #20973) HAS AGREED TO TRANSFER THE SEWER CCN RIGHTS OF THIS TRACT TO
THE CITY OF SCHERTZ (CCN #20271). THIS TRANSFER HAS BEEN FILED WITH THE PUBLIC UTILITY COMMISSION OF TEXAS ON
10/05/2023, CONTROL #55647.
09/03/2025 4:21:39 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development
E 12" W
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Date: Sep 03, 2025, 7:26am User ID: rwalden
File: U:\Projects\772\05\03\Design\Civil\PLAT\PL7720503-PRELIM_II.dwgDRAWN BY: RW
PAGE 3 OF 3
12
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15' ELEC., GAS,
TELE. & CATV
EASEMENT
70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
ACKERMANN II SUBDIVISION
PRELIMINARY SUBDIVISION PLAT ESTABLISHING
BEING A 24.81 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 ALL
OF THE 44.332 ACRE TRACT OF LAND AS CONVEYED TO MUSTANG
OAKS, LLC IN DOCUMENT NO. 202399000734 OF THE OFFICIAL
PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS
LOT 901, BLOCK 14, LOTS 7-22 & 901-902, BLOCK 16;
LOTS 1-24, BLOCK 17; LOTS 1-4 & 901, BLOCK 18
14
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MATCHLINE 'B'
SEE PAGE 1 OF 3
HOMESTEAD SUBDIVISION UNIT 7AZONING: RESIDENTIALSINGLE FAMILY(DOC.# 202399006451 O.P.R.)
BLOCK 29
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3
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www.bergmannpc.com
www.colliersengineering.com
Phone:Engineering& Design
NEW BRAUNFELS
640 North Walnut Ave.
Suite1101
New Braunfels, TX 78130
830.220.6042
COLLIERS ENGINEERING & DESIGN, INC.
TBPE Firm#: F-14909 TBPLS Firm#: 10194550
5
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PREPARATION DATE: SEPTEMBER, 2025
100 100
SCALE : 1" = 100'
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KEY NOTES
15' PUBLIC UTILITY EASEMENT
2
3
1
15' PUBLIC UTILITY EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
VARIABLE WIDTH PUBLIC UTILITY
EASEMENT
ACKERMANN SUBDIVISION
(DOC.# ____________ O.P.R.)
20' OFF-LOT WATER EASEMENT
(DOC. # ____________ O.P.R.)
4 15' WATER EASEMENT
(DOC. #202599011934 O.P.R.)
5 20' TEMPORARY CONSTRUCTION EASEMENT
(DOC. # ____________ O.P.R.)
35' PUBLIC UTILITY EASEMENT2
1
15' WATER EASEMENT3
15' X 50' WATER & SEWER EASEMENT4
SEE PAGE 2 OF 3 FOR
LINE AND CURVE TABLES
SITE
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=FOUND 12" IRON ROD OR AS NOTED
= SET 1/2" IRON ROD WITH BLUE CAP
STAMPED "COLLIERS PROP CORNER"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=MAP AND PLAT RECORDS OF GUADALUPE
COUNTY, TEXAS
=WATER LINE
=SANITARY SEWER LINE
=GREEN VALLEY SPECIAL UTILITY DISTRICT
=EXISTING WATER LINE
=OVERHEAD UTILITY
=EDGE OF PAVEMENT
=EXISTING WATER MAIN
=EXISTING SANITARY SEWER
=SCHERTZ CITY LIMITS
=EXISTING CONTOURS
=ACKERMANN II SUBD. PROPOSED CONTOURS
=EXISTING OVERHEAD UTILITY LINE
F.I.R.
S.I.R.
R.O.W.
O.P.R.
8" SS
8" W
M.P.R.
G.V.S.U.D.
E 6" W
OHU
EP
E. 8"SS
E. 8" W
805
OHU OHU
805
= EXISTING EASEMENT
= EASEMENT CREATED BY THIS PLAT
DOC. NO.= DOCUMENT NUMBER
VOL.= VOLUME
PG.= PAGE
AC.= ACRE
LEGEND
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.
.
COREY CAMPBELL
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 7076
COLLIERS ENGINEERING & DESIGN
3421 PAESANOS PKWY, SUITE 200
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-0499
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.
.
A. NICHOLAS REYNOLDS
LICENSED PROFESSIONAL ENGINEER NO. 111666
COLLIERS ENGINEERING & DESIGN
640 NORTH WALNUT AVE., SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-0642
FAX: 210-979-8441
SURVEYOR NOTES:
1.MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE
SURVEY BOUNDARY OF THIS SUBDIVISION. MONUMENTS AND LOT
MARKERS WILL BE SET WITH 1/2" DIAMETER REBAR WITH A BLUE
PLASTIC CAP STAMPED "COLLIERS PROP CORNER" AFTER
COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION
UNLESS NOTED OTHERWISE.
2.BEARINGS AND DISTANCES ARE BASED ON THE STATE PLANE
COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL
ZONE 4204, NORTH AMERICAN DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE GRID. ALL DISTANCES
SHOWN HEREON ARE SURFACE DISTANCES AND MAY BE BROUGHT TO
GRID BY APPLYING THE FOLLOWING SCALE FACTOR 0.99984364551.
4.THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID
18).
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.
THIS SUBDIVISION PLAT OF ACKERMANN II SUBDIVISION SUBMITTED TO AND APPROVED BY
GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
THIS PLAT OF THE HAS BEEN SUBMITTED TO AND
CONSIDERED BY THE CITY OF SCHERTZ AND IS HEREBY APPROVED.
DATED THIS DAY OF A.D. 20 .
.
CITY AUTHORIZED AGENT
ACKERMANN II SUBDIVISION
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
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
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.
STATE OF TEXAS
COUNTY OF BEXAR
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
ACKERMANN II SUBDIVISION 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 ______________,
.
OWNER: MUSTANG OAKS, LLC
18602 CASTELLANI
SAN ANTONIO, TEXAS 78258
PHONE: 210-367-0445
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 44 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.LOTS 901, BLOCK 14, LOT 901, BLOCK 16 AND LOT 901, BLOCK 18 ARE DESIGNATED AS OPEN SPACE AND SHALL BE THE
RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR ASSIGNS.
8.LOT 902 BLOCK 16 IS DESIGNATED AS A DRAINAGE EASEMENT.
9.PROPERTY BEING PLATTED IS ZONED R-2.
10.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
11.THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS PLAT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT THE TIME OF FINAL PLAT.
12.GREEN VALLEY SPECIAL UTILITY DISTRICT (CCN #20973) HAS AGREED TO TRANSFER THE SEWER CCN RIGHTS OF THIS TRACT TO
THE CITY OF SCHERTZ (CCN #20271). THIS TRANSFER HAS BEEN FILED WITH THE PUBLIC UTILITY COMMISSION OF TEXAS ON
10/05/2023, CONTROL #55647.
09/03/2025 4:21:42 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development