Parklands II Unit 2 and 3 Final Plat Approved Exhibit17
6
5
4
3
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1
18
6 7
BLOCK 6
25'
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BLO
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11
10
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17
7
13
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12
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119 13
5
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21
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23
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50
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72.00'72.00'72.00'72.00'72.00'20'72.00'72.00'72.00'72.00'72.00'73.35'
58.35'72.00'72.00'72.00'72.00'72.00'20'72.00'72.00'72.00'72.00'72.00'
108.00'
61
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51
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77
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7
9
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7
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78
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66
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3
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66
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8
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24
.
6
5
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60
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8
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9
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120.00'120.00'
66
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5
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66
.
3
8
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BLOCK 1LOT 902
BLOCK 1
LOT 900 BLOCK 8
LOT 900 BLOCK 6
20
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56.
9
5
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56.
9
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53
.
0
4
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59
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3
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32.6
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BLOCK 6
BLOCK 6
25'
5 0'
25'
25
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25
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N66°50'31"E 863.35'
S2
3
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0
9
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9
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E
11
0
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S66°50'31"W
109.50'
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90
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2
0
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0
9
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N16°34'50"E 50.00'
N73°59'33"W 12.99'
N16°32'30"E 62.88'
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S66°50'31"W
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1
7
5
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S23°09'29"E
50.00'
S66°50'31"W
50.00'
S18°39'06"E
127.00'
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122.
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S66°50'31"W 217.50'C5
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123.
7
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8
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121.16'
N76°22'16
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126.01'
N70°55'04"E
122.07'
N66°50'31"E
120.00'
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120.00'
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120.00'
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120.00'
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122.47'
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126.34'
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123.51'
N72°47'26"E
124.79'
N68°18'02"E
123.04'
N66°50'31"E
123.00'
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123.00'
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123.00'
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123.00'
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5.35'
6.79'
54
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5
1
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N00°53'45"W
3.41'
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6.14'21.87'
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2
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37.68'
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5
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N66°50'31"E 240.00'
16.73'
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121.25'
N66°50'31"E
121.25'
N66°50'31"E
121.25'
N70°39'28"E
120.09'
N77°08'34
"
E
126.14'
N83°3
7
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9
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N02°05'24"E
17.38'
N0
0
°
3
9
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4
9
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E
77.
8
6
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40.
0
5
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N00°39'49"E
37.81'
S.I.R.
LOT 900 BLOCK 7
S
7
3
°
5
9
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3
3
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E
1
0
5
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5
8
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2
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11
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6
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9
5
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4
9
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106.25'
N8
3
°
4
5
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1
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W
1
2
6
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7
5
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0
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1
2
2
.
4
6
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S89°
0
6
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1
5
"
W
1
2
2
.
1
7
'
Date: Aug 28, 2024, 1:02pm User ID: rwalden
File: U:\Projects\205\29\04\Design\Civil\PLAT\REDLINE_PL2052904-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 1.00015637894.
4.THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
(GEOID 09).
PARKLANDS II UNITS 2 & 3
FINAL SUBDIVISION PLAT ESTABLISHING
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
PARKLANDS II UNITS 2 & 3
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
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 SURVEYING, LLC
162 WEST MILL STREET
NEW BRAUNFELS, TX 78130
PHONE: 830-220-6042
FAX: 210-979-8441
STATE OF TEXAS
COUNTY OF BEXAR
.
OWNER: SCRAPPY DEVELOPMENT, LLC.
5210 THOUSAND OAKS DR. SUITE 1318
SAN ANTONIO, TX 78233
PHONE: 210-493-2811
FAX: 210-493-2811
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 PARKSLANDS II UNITS 2 & 3 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
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.LOTS 902 BLOCK 1, LOT 901 BLOCK 5, LOT 900 BLOCK 6, LOT 900 BLOCK 7, LOT 900 BLOCK 8 ARE DESIGNATED AS
OPEN SPACE AND SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR ASSIGNS. LOT
NO 902 BLOCK 1 TO BE OPEN SPACE / DRAINAGE EASEMENT.
5.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.THIS PLAT CONSISTS OF 78 BUILDABLE LOTS CONSISTING OF 36 7200 SF LOTS, 17 8200 SF LOTS AND 25 9000 SF LOTS.
7.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 & 95 OF 480, COMMUNITY PANEL NO. 48187C0090F &
48187C0095F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAIN.
8.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
N
FM 48
2
F
M
1
1
0
3
WEIL
R
D
.
M
A
R
I
O
N
R
D
GREE
N
V
A
L
L
E
Y
R
D
.
F
M
2
2
5
2
OLD
NACO
G
D
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S
RD
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A
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LOCATION MAP N.T.S.
I35
COMAL
C
O
U
N
T
Y
GUAD
A
L
U
P
E
C
O
U
N
T
Y
SCHE
R
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CITY L
I
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I
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SITE
M
A
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C
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I
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S
E
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P
A
G
E
2
O
F
2
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
10' 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
VARIES)
(DISTANCE
25' MIN.
15'
UTILITY
EASEMENT
CORNER OF
HOUSE
PR
O
P
E
R
T
Y
LI
N
E
REMAINDER OF 60.80 ACRE TRACT
OWNER: SCRAPPY DEVELOPMENT LLC
(DOC.# 201899009779 O.P.R)
1
LOT 902 BLOCK 15
PARKLANDS UNIT 2B
(VOL. ______ PG. ___ D.P.R.)GRID:
N= 13,779,939.30
E= 2,226,243.63
PAGE 1 OF 2
SEE PAGE 2 OF 2 FOR
LINE AND CURVE TABLES
NOT TO SCALEPAGE INDEX
PAGE 1 OF 2
PAGE 2 OF 2
MATCHLINE
0'
SCALE : 1''=100'
100'
200'
REMAINDER OF
194.56 ACRE TRACT
(VOL. 2260 PG. 355 O.P.R.)
OWNER: ROLLING HILLS
RANCH DEVELOPMENT, LTD
MA
T
C
H
L
I
N
E
SEE
P
A
G
E
2
O
F
2
15' X 50' WATER & SEWER EASEMENT
BY SEPARATE INSTRUMENT TO BE
ABANDONED WITH FUTURE
PLATTING.
(DOC. # ___________)
1
1
1
1
1
1
1 1
1
2
1
2
℄
℄
℄
℄
F.I.R.S66°50'31"W 814.71'
5
2
1
GRID:
N= 13,780,278.43
E= 2,227,036.88
6
PREPARATION DATE: SEPTEMBER 2023
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH
BLUE CAP STAMPED "KFW
SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=CENTER LINE
=PUBLIC UTILITY EASEMENT
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
℄
P
I
N
D
E
R
W
A
Y
PARK
L
A
N
D
S
W
A
Y
THE NORTHWEST CORNER
OF A 60.80 ACRE TRACT
DOC.# 201899009779 O.P.R.
PARKLANDS II UNIT 1
OWNER: SCRAPPY DEVELOPMENT, LLC
(DOC.# ____________D.P.R)
CENTERPOINT ENERGY NOTES:
1.CENTERPOINT ENERGY SHALL HAVE THE RIGHT TO REMOVE FROM ESTABLISHED PUBLIC
UTILITY EASEMENTS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH
ENDANGER, OR MAY INTERFERE WITH THE EFFICIENCY OF GAS DISTRIBUTION
INFRASTRUCTURE AND SERVICE FACILITIES. NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL
BE PLACED WITHIN EASEMENT AREAS WITHOUT AN ENCROACHMENT AGREEMENT WITH
CENTERPOINT ENERGY.
20' OFF-LOT PEDESTRIAN
EASEMENT
(DOC. # ___________)
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
2 20' DRAINAGE EASEMENT
1
2
VARIABLE WIDTH DRAINAGE EASEMENT TO
BE ABANDONED WITH FUTURE PLATTING
(DOC # 202299035890)
15' PUBLIC UTILITY EASEMENT
(DOC # 202399004605) PARKLANDS II UNIT 1
3 10' DRAINAGE EASEMENT
(DOC # 202399004605) PARKLAND II UNIT 1
4 20' PUBLIC UTILITY EASEMENT
(DOC # 202399004605) PARKLANDS II UNIT 1
20' PUBLIC UTILITY EASEMENT3
5 VARIABLE WIDTH DRAINAGE EASEMENT
(DOC #202299035898)
20' SANITARY SEWER EASEMENT4
15' PRIVATE DRAINAGE EASEMENT5
6 VARIABLE WIDTH OFF-LOT DRAINAGE EASEMENT
(DOC # ____________)
5' PUBLIC UTILITY EASEMENT6
12
0
'
T
Y
P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENT
W = MIN. WIDTH
(SEE BELOW)
SF 7200 W=60' MIN.
SF 8200 W=65' MIN.
SF 9000 W=70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
15' X 50' WATER EASEMENT BY SEPARATE
INSTRUMENT TO BE ABANDONED WITH
FUTURE PLATTING. (DOC. # ___________)
130' DIA. TEMPORARY TURN AROUND
EASEMENT AND WATER & SEWER
EASEMENT BY SEPARATE INSTRUMENT
TO BE ABANDONED WITH FUTURE
PLATTING.
(DOC. # ___________)
BEING A 21.03 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ,
GUADALUPE COUNTY, TEXAS OUT OF THE JOHN NOYES SURVEY
NO. 259, ABSTRACT NO. 253 OF GUADALUPE COUNTY, TEXAS, AND
BEING OUT OF A 60.80 ACRE TRACT OF LAND CONVEYED TO
SCRAPPY DEVELOPMENT, LLC OF RECORD IN DOC.# 201899009779
OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY,
TEXAS.
P.U.E.
10'X20' PUBLIC UTILITY EASEMENT7
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 PARKLANDS II UNITS 2&3 SUBMITTED TO AND APPROVED BY GUADALUPE
VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
08
/
2
9
/
2
0
2
4
1
:
3
1
:
3
2
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M
Ap
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15
16
17
6
14
9
10
11
12
13
14
BLOCK 5
25'5 0'
25'
BLO
C
K
5
20' EASEMENT
(VOL. 647 PG. 251 O.P.R.)
(VOL. 647 PG. 253 O.P.R.)
10
25
12
9
7
8
6
20
22
7
11
21
9
31
11
9
23
18
12
10
19
17
24
8
13
7
21
6
13
16
19
22
18
27 28
32
14 15
29
20
26
30
34
8
23
35
BLOCK 5
33
50
.
0
0
'
75
.
7
6
'
70.
3
6
'
67.
2
4
'
40
.
4
7
'
55
.
3
3
'
49
.
8
1
'
12
0
.
0
0
'
74.34'60.00'
34.
4
2
'
61.
3
0
'
60.00'60.00'
60.00'67.76'67.72'67.72'67.72'60.00'
85.00'67.72'67.72'67.72'67.76'75.58'N60°09'56"E 143.34'
BL
O
C
K
8
BLO
C
K
7
BLOCK 5
BL
O
C
K
7
95
.
0
0
'
N60°09'56"E 205.58'
82.58'
N0
9
°
1
7
'
3
2
"
W
51
.
9
1
'
N0
9
°
1
7
'
3
2
"
W
8
6
.
4
1
'
63
.
3
5
'
28
.
8
6
'
39
.
3
7
'
N0
7
°
2
0
'
4
2
"
W
77.
8
2
'
25
.
3
3
'
65
.
2
0
'
27.
7
9
'
58
.
6
8
'
55
.
5
7
'
N0
7
°
2
0
'
4
2
"
W
56.
9
5
'
83.60
'
61.5
0
'
62.99
'
32.6
2
'
61.2
1
'
46
.
3
5
'
45
.
1
1
'
60
.
1
9
'
60
.
1
9
'
63
.
1
5
'
65
.
5
7
'
96
.
3
8
'
73
.
2
2
'
20
'
35
.
0
0
'
60.00'60.00'60.00'60.00'
60.00'60.00'
60.00'60.00'63.20'
60.15'
22.22'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.00'60.15'
BLOCK 6
BLOCK 6
LOT 901 BLOCK 5
LOT 901 BLOCK 5
20
.
5
2
'
2
5
'
5
0
'
2
5
'
25
'
5
0
'
25
'
25'
5 0'
25'
S1
2
°
5
4
'
1
1
"
E
90
.
7
3
'
S0
0
°
5
3
'
4
5
"
E
1
7
8
.
0
7
'
S1
8
°
3
9
'
0
6
"
E
12
7
.
0
0
'
S2
9
°
5
0
'
0
4
"
E
17
0
.
0
0
'
S2
9
°
5
0
'
0
4
"
E
1
7
5
.
0
0
'
S60°09'56"W 769.68'
N2
9
°
5
0
'
0
4
"
W
2
2
4
.
6
0
'
N2
5
°
1
6
'
0
8
"
W
1
9
5
.
6
3
'
N27°
3
6
'
3
2
"
E
2
0
8
.
0
9
'
N16°34'50"E 50.00'
N73°59'33"W 12.99'
N16°32'30"E 62.88'
N00
°
0
3
'
0
6
"
E
119
.
6
3
'
S18°39'06"E
127.00'
N89
°
0
6
'
1
5
"
E
122.
1
7
'
N89
°
0
6
'
1
5
"
E
1
2
2
.
4
6
'
S87
°
1
6
'
0
7
"
E
122
.
8
4
'
N87
°
1
6
'
0
7
"
W
122.
8
4
'
N8
3
°
4
5
'
1
9
"
W
12
6
.
7
5
'
C6
S0
0
°
5
3
'
4
5
"
E
9
9
.
1
3
'
C7
S2
9
°
5
0
'
0
4
"
E
82
.
8
1
'
C8 N60°09'56"E 120.00'
S60°09'56"W
27.00'
S60°09'56"W 589.37'
C9
C
1
0
C1
1
C
1
2
C13
C14
C1
6
N
7
3
°
5
9
'
3
3
"
W
10
6
.
0
8
'
11
8
.
5
7
'
C17
C2
1
S00
°
5
3
'
4
5
"
E
9
9
.
1
3
'
C2
2
S2
9
°
5
0
'
0
4
"
E
8
2
.
8
1
'
C23
S60°09'56"W 390.92'
C
2
4
N2
9
°
5
0
'
0
4
"
W
1
1
3
.
0
2
'
C1
5
C2
5
C26
C27 C28
C2
9
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
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0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
1
0
4
.
9
0
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N2
9
°
5
0
'
0
4
"
W
10
8
.
7
9
'
N33°5
5
'
0
8
"
E
134.7
0
'
N60°09'56"E
122.46'
N60°09'56"E
125.00'
N60°09'56"E
114.24'
N8
4
°
2
1
'
5
1
"
W
129
.
5
3
'
N
6
7
°
5
7
'
3
4
"
W
1
3
4
.
7
0
'
N
6
7
°
5
7
'
3
4
"
W
1
2
8
.
7
3
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
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N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
N
4
9
°
1
5
'
1
7
"
W
1
2
5
.
7
2
'
N
7
6
°
1
8
'
0
9
"
W
14
5
.
6
6
'
N8
1
°
4
8
'
5
9
"
W
14
0
.
0
1
'
N87°
1
6
'
4
0
"
E
123.
7
4
'
N81°49
'
2
8
"
E
121.16
'
N84°0
2
'
1
5
"
E
129.4
5
'
N89°
0
6
'
1
5
"
E
1
2
4
.
2
1
'
N81°00'
2
6
"
E
125.67'
N72°04'57"E
131.96'
S2
9
°
5
0
'
0
4
"
E
12
0
.
0
0
'
N60°09'56"E 134.34'
S77°18'2
8
"
W
133.95'
N89
°
0
6
'
1
5
"
E
115.
5
0
'
N86°
1
0
'
1
4
"
E
116.
3
4
'
N79°28'
5
0
"
E
123.51'
5.35'
61
.
3
0
'
61
.
3
0
'
26
.
8
8
'
N00°53'45"W
3.41'
N00°53'45"W
6.14'21.87'
18.02'
N22°
0
2
'
2
6
"
E
115.
5
0
'
37.68'
50.6
9
'
30
.
1
6
'
35.8
8
'
66.
1
4
'
66
.
1
5
'
66
.
1
5
'
42
.
0
0
'
76
.
0
0
'
N89
°
5
6
'
1
1
"
E
129.
7
7
'
N60°09'56"E 146.33'
N60°09'56"E 769.68'
N60°09'56"E 603.35'
68.
9
2
'
71.
0
2
'
71
.
0
2
'
1.66'
5.75'
56
.
0
0
'
46.34
'
6.53'
51
.
1
5
'
35.
7
9
'
34.11'
60
.
0
6
'
66
.
2
0
'
66
.
2
0
'
22.20'
N2
4
°
2
3
'
5
9
"
W
77
.
1
0
'
11.53'
FI
E
L
D
P
L
A
C
E
GAR
D
E
N
L
A
N
D
I
N
G
GA
R
D
E
N
L
A
N
D
I
N
G
GA
R
D
E
N
R
O
W
OVERLOOK RUN
C18
C30
S.I.R.
S.I.R.
S.I.R.
N02°05'24"E
17.38'
N00
°
3
9
'
4
9
"
E
77.
8
6
'
40.
0
5
'
BLO
C
K
5
BL
O
C
K
5
N00°39'49"E
37.81'
12.10'
S
7
3
°
5
9
'
3
3
"
E
1
0
5
.
5
8
'
77.
2
1
'
90
.
0
0
'
22
.
2
0
'
56
.
2
1
'
N1
6
°
0
1
'
4
7
"
W
95
.
5
8
'
12
0
.
0
0
'
20
'
35
.
0
0
'
N2
9
°
5
0
'
0
4
"
W
9
1
.
4
6
'
N22
°
0
2
'
2
6
"
E
9
5
.
4
9
'
N8
3
°
4
5
'
1
9
"
W
1
2
6
.
7
5
'
N89°
0
6
'
1
5
"
E
1
2
2
.
4
6
'
S89°
0
6
'
1
5
"
W
1
2
2
.
1
7
'
N2
9
°
5
0
'
0
4
"
W
12
0
.
0
0
'
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
LENGTH
23.56'
23.56'
23.56'
23.56'
23.56'
203.99'
189.40'
23.56'
10.43'
148.10'
10.43'
9.42'
108.09'
9.42'
26.94'
24.51'
RADIUS
15.00'
15.00'
15.00'
15.00'
15.00'
525.00'
375.00'
15.00'
15.00'
50.00'
15.00'
15.00'
50.00'
15.00'
645.00'
15.00'
DELTA
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
22°15'44"
28°56'18"
90°00'00"
39°51'13"
169°42'26"
39°51'13"
35°59'40"
123°51'50"
35°59'40"
2°23'34"
93°38'25"
CHORD
21.21'
21.21'
21.21'
21.21'
21.21'
202.71'
187.40'
21.21'
10.22'
99.60'
10.22'
9.27'
88.24'
9.27'
26.93'
21.88'
CORD BRG
S68°09'29"E
S21°50'31"W
N68°09'29"W
N21°50'31"E
S21°50'31"W
S12°01'37"E
S15°21'55"E
S74°50'04"E
S40°14'20"W
N74°50'04"W
N9°54'27"W
N47°49'54"W
N3°53'49"W
N40°02'16"E
N20°50'39"E
N27°10'21"W
CURVE TABLE
CURVE
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
LENGTH
24.51'
399.92'
23.56'
23.56'
184.56'
214.66'
23.56'
39.27'
22.63'
14.15'
16.51'
118.53'
16.51'
416.05'
23.56'
RADIUS
15.00'
645.00'
15.00'
15.00'
475.00'
425.00'
15.00'
25.00'
25.00'
695.00'
15.00'
50.00'
15.00'
695.00'
15.00'
DELTA
93°38'25"
35°31'31"
90°00'00"
90°00'00"
22°15'44"
28°56'18"
90°00'00"
90°00'00"
51°52'30"
1°10'00"
63°02'49"
135°49'35"
63°02'49"
34°17'58"
90°00'00"
CHORD
21.88'
393.55'
21.21'
21.21'
183.40'
212.38'
21.21'
35.36'
21.87'
14.15'
15.69'
92.66'
15.69'
409.87'
21.21'
CORD BRG
N59°11'14"E
N5°23'44"W
N68°09'29"W
S68°09'29"E
S12°01'37"E
S15°21'55"E
N15°09'56"E
N74°50'04"W
N3°53'49"W
N21°27'26"E
N52°23'50"E
N16°00'27"E
N20°22'56"W
N6°00'31"W
N21°50'31"E
Date: Aug 28, 2024, 1:02pm User ID: rwalden
File: U:\Projects\205\29\04\Design\Civil\PLAT\REDLINE_PL2052904-FINAL.dwgDRAWN BY: RW
PARKLANDS II UNITS 2-3
FINAL SUBDIVISION PLAT ESTABLISHING
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
MA
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SURVEYOR NOTES:
1.1/2" DIAMETER REBAR WITH A BLUE
PLASTIC CAP STAMPED "KFW
SURVEYING" SET AT ALL CORNERS
UNLESS NOTED OTHERWISE.
2.BEARINGS ARE BASED ON THE STATE
PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE, NORTH AMERICAN
DATUM (NAD) OF 1983.
3.THE COORDINATES SHOWN HEREON ARE
GRID WITH A COMBINED SCALE FACTOR
OF 1.00015637894.
4.THE ELEVATIONS FOR THIS SURVEY ARE
BASED ON NAVD88 (GEOID 09).
LOT 901 BLOCK 5
3
GRID:
N= 13,778663.28
E= 2,226,619.13
0'
SCALE : 1''=100'
100'
200'
PAGE 2 OF 2
REMAINDER OF 60.80 ACRE TRACT
OWNER: SCRAPPY DEVELOPMENT LLC
(DOC.# 201899009779 O.P.R)
PARKLANDS II UNIT 1
OWNER: SCRAPPY DEVELOPMENT, LLC
(DOC.# ____________D.P.R)
MA
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LOT 901 BLOCK 5
3
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1
1
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1
2
2
167.89 TRACT
OWNER: WESTON RANCH FOUNDATION
(VOL. 2338 PG. 451 O.P.R)
℄
℄
℄
℄
℄
SCHERTZ CITY LIMITS
SCHERTZ CITY LIMITS
35' ROAD DEDICATION
1
1
GRID:
N= 13,779,046.13
E= 2,227,286.69
N
FM 48
2
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1
0
3
WEIL
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OLD
NACO
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LOCATION MAP N.T.S.
I35
COMAL
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CITY L
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SITE
PREPARATION DATE: SEPTEMBER 2023
12
0
'
T
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P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENT
W = MIN. WIDTH
(SEE BELOW)
SF 7200 W=60' MIN.
SF 8200 W=65' MIN.
SF 9000 W=70' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
LOT 901 BLOCK 5
5
5
5
130' DIA. TEMPORARY TURN AROUND
EASEMENT AND WATER & SEWER
EASEMENT BY SEPARATE INSTRUMENT
TO BE ABANDONED WITH FUTURE
PLATTING.
(DOC. # ___________)
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.
.
BURT P. WELLMANN
LICENSED PROFESSIONAL ENGINEER NO. 100256
KFW SURVEYING, LLC
162 WEST MILL STREET
NEW BRAUNFELS, TX 78130
PHONE: 830-220-6042
FAX: 210-979-8441
1
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH
BLUE CAP STAMPED "KFW
SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=CENTER LINE
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
℄
VARIABLE WIDTH GVEC
EASEMENT(DOC.# 20199026031)
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
.
OWNER: SCRAPPY DEVELOPMENT, LLC.
5210 THOUSAND OAKS DR. SUITE 1318
SAN ANTONIO, TX 78233
PHONE: 210-493-2811
FAX: 210-493-2811
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 PARKSLANDS II UNITS 2 & 3 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.
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.LOTS 902 BLOCK 1, LOT 901 BLOCK 5, LOT 900 BLOCK 6, LOT 900 BLOCK 7, LOT 900 BLOCK 8 ARE DESIGNATED AS
OPEN SPACE AND SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND/OR ASSIGNS. LOT
NO 902 BLOCK 1 TO BE OPEN SPACE / DRAINAGE EASEMENT.
5.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.THIS PLAT CONSISTS OF 78 BUILDABLE LOTS CONSISTING OF 36 7200 SF LOTS, 17 8200 SF LOTS AND 25 9000 SF LOTS.
7.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 & 95 OF 480, COMMUNITY PANEL NO. 48187C0090F &
48187C0095F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAIN.
8.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
CENTERPOINT ENERGY NOTES:
1.CENTERPOINT ENERGY SHALL HAVE THE RIGHT TO REMOVE FROM ESTABLISHED PUBLIC
UTILITY EASEMENTS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH
ENDANGER, OR MAY INTERFERE WITH THE EFFICIENCY OF GAS DISTRIBUTION
INFRASTRUCTURE AND SERVICE FACILITIES. NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL
BE PLACED WITHIN EASEMENT AREAS WITHOUT AN ENCROACHMENT AGREEMENT WITH
CENTERPOINT ENERGY.
BEING A 21.03 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ,
GUADALUPE COUNTY, TEXAS OUT OF THE JOHN NOYES SURVEY
NO. 259, ABSTRACT NO. 253 OF GUADALUPE COUNTY, TEXAS, AND
BEING OUT OF A 60.80 ACRE TRACT OF LAND CONVEYED TO
SCRAPPY DEVELOPMENT, LLC OF RECORD IN DOC.# 201899009779
OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY,
TEXAS.
4
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 PARKLANDS II UNITS 2&3 SUBMITTED TO
AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC.
FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP.,
INC.
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
2 20' DRAINAGE EASEMENT
1
2
VARIABLE WIDTH DRAINAGE EASEMENT TO
BE ABANDONED WITH FUTURE PLATTING
(DOC # 202299035890)
15' PUBLIC UTILITY EASEMENT
(DOC # 202399004605) PARKLANDS II UNIT 1
3 10' DRAINAGE EASEMENT
(DOC # 202399004605) PARKLAND II UNIT 1
4 20' PUBLIC UTILITY EASEMENT
(DOC # 202399004605) PARKLANDS II UNIT 1
20' PUBLIC UTILITY EASEMENT3
5 VARIABLE WIDTH DRAINAGE EASEMENT
(DOC #202299035898)
20' SANITARY SEWER EASEMENT4
15' PRIVATE DRAINAGE EASEMENT5
6 VARIABLE WIDTH OFF-LOT DRAINAGE EASEMENT
(DOC # ____________)
5' PUBLIC UTILITY EASEMENT6
10'X20' PUBLIC UTILITY EASEMENT7
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
PARKLANDS II UNITS 2 & 3
6
6