Crossvine M3AU1 (Stamped) Minor Plat25
24
23
8 5
4
3
2
1
BLOCK 4
10' EGTTV
(VOL. 20003, PGS. 239-244 P.R.)
S59° 19' 19"W 127.66'
N3
2
°
0
4
'
2
2
"
W
1
5
0
.
0
5
'
N59° 19' 19"E 131.31'
S3
0
°
4
0
'
4
1
"
E
1
5
0
.
0
0
'
55
.
0
2
'
45
.
0
1
'
50
.
0
2
'
50
.
0
0
'
45
.
0
0
'
55
.
0
0
'
N59° 19' 19"E
129.97'
N59° 19' 19"E
128.87'
BLOCK 4
20
BLOCK 1
16
55
.
0
2
'
55
.
0
0
'
50.00'
10' EGTTV
(VOL. 20003, PGS. 1323-1326 P.R.)
40
.
0
0
'
FINAL SUBDIVISION
PLAT OF
THE CROSSVINE MODULE 3A,
UNIT 1 LOTS 1, 2, AND 3
BLOCK 4
A 0.4459 OF AN ACRE TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
COUNTY BLOCK 5059 AND THE REMAINING PORTION OF A 145.427 ACRE TRACT, OF RECORD IN
VOLUME 11564, PAGE 1814 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS (O.P.R.)
SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
SHEET 1 OF 1
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.
THIS THE ____ DAY OF ___________________, 20____
________________________________________________________________
CITY ENGINEER
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
1995INC.SINCE
FERGUSON MAP GRID: 555-A7
LOCATION MAP
NOT TO SCALE
SURVEYOR:
PLANNING & COMMUNITY DEVELOPMENT ACKNOWLEDGE (PLATS ARE
ADMINISTRATIVELY APPROVED):
THIS PLAT OF THE CROSSVINE MODULE 3A, UNIT 1 LOTS 1, 2, AND 3
BLOCK 4 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF
SCHERTZ AND IS HEREBY APPROVED.
DATED THIS _____ DAY OF __________________,20____.
_______________________________________
CITY AUTHORIZED AGENT
55'
11
0
'
10
'
EG
T
T
V
55' LOT DIAGRAM
LOT DESIGN GUIDELINES
NOT TO SCALE
80' x 45'
PAD
LOT SUMMARY
(2) 45' LOTS, (1) 55' LOTS
45'
11
0
'
10
'
EG
T
T
V
45' LOT DIAGRAM
80' x 35'
PAD
ROW
CITY
LIM
I
T
SC
H
E
R
T
Z
CI
T
Y
LI
M
I
T
CIBOLO
Cree
k
Hollering
Women
Kempin
Eberle
Park
1518
C
1S
T
E
I
H
G
F
BIN
Z
-
ENG
L
E
M
A
N
PFE
I
L
WARE
-
S
E
G
U
I
N
W
E
I
R
R
D
TRAIN
E
R
H
A
L
E
1518
10 90
LOWE
R
S
E
G
U
I
N
R
O
A
D
RANDOLPH AIR
FORCE BASE
WARE
-
S
E
G
U
I
N
RAND
O
L
P
H
AFB
RAND
O
L
P
H
AFB
SCHERTZ CITY LIMIT
SITE
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
COLLIERS ENGINEERING & DESIGN, INC.
3421 PAESANOS PKWY, SUITE 101
SAN ANTONIO, TEXAS 78231
PHONE:210-979-8444
FAX:210-979-8441
ENGINEER:
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
FIRM REGISTRATION NO. F-786
STATE OF TEXAS
COUNTY OF BEXAR
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS,
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
THIS THE ____ DAY OF ___________________, 20____
________________________________________________________________
OWNER: SCHERTZ 1518, LTD.
BRADLEY BECHTOL
AUTHORIZED SIGNATORY
2402 S. 2ND ST.,
AUSTIN, TX 78704
PHONE: (512) 293-0203
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 THE
____ DAY OF __________________, 20____
________________________________________________________________
NOTARY PUBLIC BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
_______________________________________________________
JESSE B. MALONE
REGISTERED PROFESSIONAL ENGINEER NO. 108734
MALONE/WHEELER, INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
NOTES:
8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: THE
BLANKET ELECTRIC AND TRANSMISSION AND DISTRIBUTION EASEMENT IN
FAVOR OF CITY OF SAN ANTONIO AND CURRENTLY IN FAVOR OF CPS
RECORDED IN VOLUME 3192, PAGE 461, OF THE OFFICIAL PUBLIC
RECORDS OF BEXAR COUNTY, TEXAS IS RELEASED AS TO THE AREA
WHICH IS THE SUBJECT OF THIS PLAT.
9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
10. THIS PLAT ESTABLISHES A TOTAL OF THREE (3) BUILDABLE LOTS.
PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT.
11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
LOTS ADJACENT TO THE STREET.
12. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF.
LOT SIZE SUMMARY
DSFR(1)45'2
DSFR(2)55'1
TOTAL LOTS =3
1. A 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. 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 AND BEXAR COUNTY 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.
4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
SCALE FACTOR OF 1.00017.
5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315. NO PORTION
OF THE MODULE 3A UNIT 1 LOTS 1, 2, AND 3 BLOCK 4 PLAT BOUNDARY
IS LOCATED WITHIN THE FEMA 100 YEAR FLOODPLAIN.
6.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.
7. 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 PERMITS.
0
SCALE: 1"=40'
40 80
1
CH
A
L
K
T
R
A
C
E
(5
0
'
R
.
O
.
W
.
)
(V
O
L
.
2
0
0
0
3
,
P
G
S
.
2
3
9
-
2
4
4
P
.
R
.
)
THE CROSSVINE MODULE 3A, UNIT 1
(VOL. 20003, PGS. 239-244 P.R.)
P.R.
LEGEND
BEXAR COUNTY
O.P.R.
R.O.W.
ADJACENT PROPERTY LINE
PROPERTY LINE
PLAT RECORDS OF BEXAR COUNTY TEXAS
OFFICIAL PUBLIC RECORDS OF
RIGHT OF WAY
EASEMENT
ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENTEGTTV
SIR SET 1/2" IRON ROD WITH A BLUE CAP STAMPED
"KFW SURVEYING"
10' EGTTV
VARIABLE WIDTH DRAINAGE EASEMENT
(DOC. NO. 20220141311 O.P.R.)
C.P.S. NOTES
1. CITY PUBLIC SERVICE BOARD (CPS ENERGY) IS HEREBY DEDICATED EASEMENTS
AND RIGHTS-OF-WAY FOR UTILITY, TRANSMISSION AND DISTRIBUTION
INFRASTRUCTURE AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT
AS "ELECTRIC EASEMENT," "ANCHOR EASEMENT," "SERVICE EASEMENT," "OVERHANG
EASEMENT," "UTILITY EASEMENT," "GAS EASEMENT," "TRANSFORMER EASEMENT,"
"WATER EASEMENT," "SANITARY SEWER EASEMENT" AND/OR "RECYCLED WATER
EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING,
MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING UTILITY
INFRASTRUCTURE AND SERVICE FACILITIES FOR THE REASONS DESCRIBED ABOVE.
CPS ENERGY SHALL ALSO HAVE THE RIGHT TO RELOCATE SAID INFRASTRUCTURE AND
SERVICE FACILITIES WITHIN EASEMENT AND RIGHT-OF-WAY AREAS, TOGETHER WITH
THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LANDS FOR THE
PURPOSE OF ACCESSING SUCH INFRASTRUCTURE AND SERVICE FACILITIES AND THE
RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
WATER, SEWER, GAS, AND/OR ELECTRIC INFRASTRUCTURE AND SERVICE FACILITIES.
NO BUILDINGS, STRUCTURES, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN
EASEMENT AREAS WITHOUT ENCROACHMENT AGREEMENT WITH THE RESPECTIVE
UTILITY.
2. ANY CPS ENERGY MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF
CPS ENERGY INFRASTRUCTURE AND SERVICE FACILITIES, LOCATED WITHIN SAID
EASEMENTS, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL
BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE
CHANGES OR GROUND ELEVATION ALTERATIONS.
3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY
EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE TV
EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO
SUCH EASEMENTS ARE DEPICTED HEREON.
4. CONCRETE DRIVEWAY APPROACHES ARE ALLOWED WITHIN THE FIVE (5) AND TEN
(10) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY
UNDERGROUND ELECTRIC AND GAS FACILITIES.
5. ROOF OVERHANGS ARE ALLOWED WITHIN THE FIVE (5) AND TEN (10) FOOT WIDE
ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS
FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) AND TEN (10) FOOT
WIDE EASEMENTS.
ADDITIONAL NOTES:
1. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
BLOCK
6
SIR SIR
SIRSIR
SIR SIR
SIR
THE CROSSVINE MODULE 3B, UNIT 1
(VOL. 20003, PGS. 1323-1326 P.R.)
CH
A
L
K
T
R
A
C
E
(5
0
'
R
.
O
.
W
.
)
(V
O
L
.
2
0
0
3
,
P
G
S
.
1
3
2
3
-
1
3
2
6
P
.
R
.
)
SIR
SIR
THE CROSSVINE MODULE 3A, UNIT 1
(VOL. 20003, PGS. 239-244 P.R.)
12/18/2024 3:27:38 PM
Ap Approved By:
Daisy Marquez, Planner
Planning & Community Development