Parklands Unit 3B Final Plat ApprovalCURVE 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
LENGTH
62.09'
73.69'
449.15'
23.56'
18.33'
23.21'
20.60'
212.91'
23.90'
23.90'
117.30'
1104.24'
24.36'
42.97'
465.50'
5.02'
30.38'
233.01'
7.12'
405.65'
21.28'
222.37'
24.36'
980.17'
RADIUS
770.00'
820.00'
940.00'
15.00'
1770.00'
15.00'
15.00'
1770.00'
15.00'
15.00'
1770.00'
445.00'
15.00'
770.00'
820.00'
770.00'
15.00'
105.00'
15.00'
155.00'
15.00'
770.00'
15.00'
395.00'
DELTA
4°37'12"
5°08'55"
27°22'38"
90°00'00"
0°35'36"
88°39'06"
78°41'34"
6°53'31"
91°18'22"
91°18'22"
3°47'50"
142°10'33"
93°02'13"
3°11'50"
32°31'33"
0°22'25"
116°01'32"
127°08'46"
27°12'37"
149°56'59"
81°18'00"
16°32'47"
93°02'13"
142°10'33"
CHORD
62.07'
73.66'
444.89'
21.21'
18.33'
20.96'
19.02'
212.78'
21.45'
21.45'
117.28'
841.95'
21.77'
42.96'
459.28'
5.02'
25.44'
188.06'
7.06'
299.40'
19.54'
221.59'
21.77'
747.35'
CORD BRG
S0°44'33"E
N4°08'31"E
S20°24'18"W
N10°54'23"W
S34°23'25"W
S79°00'46"W
S1°55'06"E
S40°52'27"W
S89°58'23"W
S1°16'44"W
S48°49'50"W
N26°42'50"E
N51°17'00"E
N3°09'58"E
S17°49'50"W
N33°54'24"E
N24°17'34"W
S34°07'17"W
S43°03'23"E
N33°42'36"E
N68°02'06"E
N19°06'43"E
N35°40'47"W
S26°42'50"W
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
LENGTH
8.26'
74.71'
35.69'
35.69'
74.71'
8.26'
39.96'
17.63'
33.18'
14.11'
69.69'
59.12'
24.73'
35.36'
48.53'
45.98'
37.91'
56.58'
27.29'
20.01'
63.82'
30.64'
53.23'
41.27'
55.93'
BEARING
N44°22'26"W
S82°11'54"E
S34°05'37"W
N34°05'37"E
N82°11'54"W
S44°22'26"E
S70°33'17"E
S76°33'30"E
S81°51'15"E
S86°46'57"E
N84°28'04"E
N65°51'46"E
N74°36'39"E
N56°00'21"E
N47°15'28"E
N37°24'03"E
N28°39'10"E
N18°47'45"E
N10°02'52"E
N5°07'10"E
N3°37'43"W
N13°29'08"W
N22°14'01"W
N32°05'28"W
N42°13'52"W
C10
C11
L1
S44°50'40"W 75.87'
65.65'
C
9
S48°35'24"W 27.54'
19.65'
C
2
1
C22
C23L7
115.66'106.70'
S27°53'20"W
8
7
.
4
0
'N13°57'31"E 157.86'
C1
C
1
3
C14
S06°10'47"W 80.83
'
Date: Jul 09, 2024, 3:10pm User ID: nscego
File: U:\Projects\171\23\07\Design\Civil\PLAT\PL-1712307_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 UNIT 3B
FINAL SUBDIVISION PLAT ESTABLISHING
THIS PLAT OF THE HAS BEEN
SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING
COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY
APPROVED BY SUCH COMMISSION.
DATED THIS DAY OF A.D. 20 .
BY: .
CITY AUTHORIZED AGENT
PARKLANDS UNIT 3B
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
640 NORTH WALNUT AVENUE SUITE 1101
NEW BRAUNFELS, TX 78130
PHONE: 830-220-6042
FAX: 210-979-8441
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.
162 W Mill St., New Braunfels, Tx. 78130
Phone #: (830) 220-6042 • Fax #: (830) 627-9097
TBPE Firm #: 9513 • TBPLS Firm #: 10122300
has joined Colliers Engineering & Design
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LOCATION MAP N.T.S.
I35
COMAL
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GUAD
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P
E
C
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SCHE
R
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CITY L
I
M
I
T
SITE
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
PAGE 1 OF 2
GVEC NOTES:
TYPICAL FOR METER LOCATIONS
WHERE UNDERGROUND SERVICES ARE UTILIZED 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.
GVEC SHALL HAVE ACCESS TO METER LOCATIONS FROM THE FRONT YARD WITH THE LOCATION NOT
BEING WITHIN A FENCED AREA.
ANY EASEMENT DESIGNATED AS A GVEC 20' X 20' OR 20' X 40' GVEC UTILITY EASEMENT SHALL REMAIN
OPEN FOR ACCESS AT ALL TIMES AND SHALL NOT BE WITHIN A FENCED AREA.
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 AND SHALL REMAIN AT FINAL GRADE.
ANY ELECTRICAL EASEMENTS, FOR BOTH PRIMARY AND SECONDARY ELECTRIC SERVICE, INCLUDE THE
RIGHTS OF INGRESS, AND EGRESS ACROSS THE SUBDIVISION FOR THE PURPOSE OF INSTALLING,
SERVICING, UPGRADING, AND MAINTAINING THE ELECTRICAL FACILITIES AND SHALL REMAIN AT FINAL
GRADE.
ANY REQUEST TO SUBSEQUENTLY RELOCATE ANY PORTION OF THE ELECTRICAL FACILITIES INSTALLED
SHALL BE SUBJECT TO THE COOPERATIVE'S REASONABLE DISCRETION AND THE REQUESTING PARTY
SHALL BEAR ALL COSTS ASSOCIATED WITH SUCH RELOCATION.
THE COOPERATIVE SHALL ONLY BE REQUESTED 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 UNIT 3B SUBMITTED TO AND APPROVED BY GUADALUPE
VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH
BLUE CAP STAMPED "KFW
SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=CENTER LINE
=VARIABLE WIDTH CLEAR
VISION EASEMENT
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
℄
12
0
'
T
Y
P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENT
W = MIN. WIDTH
(SEE BELOW)
SF 6000 W=50' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
PREPARED: JULY, 2024
A 11.95 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY
NO. 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR.
SURVEY NO. 258, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS
AND BEING OUT OF A 57.55 ACRE TRACT OF LAND CONVEYED TO
PARKLANDS UNITS 1 & 2, LTD. OF RECORD IN DOCUMENT #
2016020115 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE
COUNTY, TEXAS AND BEING OUT OF THE REMAINING PORTION OF
A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS
RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE
355 OF THE PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS.
DETAIL "A"
SCALE 1"=30'
SIR
11.19'
SIR
DETAIL "B"
SCALE 1"=20'
SIR
8.15'
DETAIL "C"
SCALE 1"=30'
1
3
1
1
3
13.4
2
'
14.38'LOT 9
LOT 10
BLOCK 11
LOT 72
BLOCK 4 BLOCK 11
LOT 25
DETAIL "D"
SCALE 1"=30'
SIR
13
BLOCK 4LOT 95
STATE OF TEXAS
COUNTY OF BEXAR
.
I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE PARKSLANDS UNITS 3B 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 ,
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 EASMENT. LOT 900 BLOCK 19 IS DESIGNATED AS A DRAINAGE
EASEMENT LOT CONTAINING A 15' SEWER EASEMENT.
5.
6.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
7.THIS PLAT CONSISTS OF 57 BUILDABLE LOTS CONSISTING OF 57 6000 SF LOTS.
8.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.
9.ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET.
10.PER ORDINANCE NO. 13-S-36 THIS PROPERTY IS ZONED PLANNED DEVELOPMENT DISTRICT (PDD).
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.
OWNER: PARKLANDS UNIT 1 & 2, LTD.
11 LYNN BATS LANE, SUITE 100
SAN ANTONIO, TX 78218
PHONE: 210-828-6131
PARK CAPE
3
V.W.C.V.E.
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
1
2
3 15' PUBLIC UTILITY EASEMENT
(DOC # 202199043187 ) PARKLANDS UNIT 2A
4 15' x 50' WATER AND SEWER EASEMENT
(DOC # ____________)
5 VARIABLE WIDTH DRAINAGE & SANITARY
SEWER EASEMENT
(DOC # ____________)
5' DRAINAGE EASEMENT2
V.W.C.V.E.3
20' SANITARY SEWER EASEMENT
(DOC # 202199039402)
20' SEWER EASEMENT
(DOC # 202199043187) PARKLANDS UNIT 2A
15' SEWER EASEMENT4
6 15' x 75' PUBLIC UTILITY EASEMENT
(DOC # ____________)
10' x 10' PUBLIC UTILITY EASEMENT5
2
5
'
5
0
'
2
5
'
LOT
9
0
1
B
L
O
C
K
1
2
LIFT
S
T
A
T
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PAR
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L
A
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D
(VO
L
.
_
_
_
_
_
_
P
G
.
_
_
_
D
.
P
.
R
.
)
VARIABLE WIDTH UTILITY
EASEMENT PARKLANDS
BLOCK 4
72
12
65
64
66
67
68
69
70
71
LOT 902
BLOCK 4
PA
R
K
C
O
R
N
E
R
4
3
5
6 7 8
9 10 11 12 13 14 15 16
LOT 903 BLOCK 19
73
74
75
76
77
78
79
80
81
82
83 84 85 86 87
88
89
90
91
92
93
94
95
10
11
12
13
14
15
161718
19
20
21
22
23
24
25 1
2
3
4
5 6
7
8
9
24
25
26
27
28
2930
31
BLOCK 11
BLOCK 11
BLOCK 19
LOT 900 BLOCK 16
N3
4
°
0
7
'
4
3
"
W
1
5
5
.
0
4
'
N21
°
4
6
'
4
5
"
W
1
1
8
.
2
0
'
N05°30'15"W
45.54'
N12
°
2
5
'
2
9
"
W
1
3
3
.
7
4
'
N17°34
'
3
1
"
E
2
2
1
.
0
4
'
N32°34'31"E 14
5
.
6
5
'
N47°34'31"E
1
6
0
.
8
2
'
N64
°
1
7
'
4
6
"
E
1
3
1
.
0
5
'
N7
3
°
1
6
'
5
3
"
E
1
6
4
.
8
1
'
S
8
2
°
1
1
'
5
4
"
E
1
9
9
.
7
4
'
C1
S
8
3
°
1
7
'
0
1
"
E
1
2
0
.
0
0
'
C3
S34°05'37"W 50.69'
N55°54'23"W 105.00'
C4
N55°54'23"W 50.00'
S34°05'37"W
102.40'C5
C
6
S33°20'19"W 54.40'C7C8
C
9
S45°37'34"W 50.00'
C10C11
N31°35'59"W 37.52'
S88°25'56"E 50.00'
C2
S50°57'17
"
W
122.35'
S57°0
3
'
1
2
"
W
120.38'
S63°
0
9
'
0
5
"
W
123.
2
5
'
S7
1
°
2
9
'
0
2
"
W
1
2
1
.
5
1
'
S7
1
°
2
9
'
0
2
"
W
1
2
2
.
2
8
'
S7
7
°
4
7
'
0
9
"
W
12
1
.
8
9
'
S
8
3
°
5
3
'
0
0
"
W
12
2
.
9
5
'
S
8
9
°
5
8
'
5
3
"
W
1
3
3
.
0
1
'
N
8
3
°
5
5
'
1
3
"
W
1
3
3
.
1
5
'
N
7
7
°
4
9
'
1
9
"
W
1
2
4
.
0
7
'
N
7
1
°
2
1
'
4
8
"
W
1
2
1
.
6
5
'
N6
5
°
0
7
'
3
7
"
W
12
6
.
1
8
'
N5
8
°
5
3
'
2
6
"
W
12
1
.
4
0
'
N5
2
°
3
9
'
1
5
"
W
12
3
.
1
8
'
N4
6
°
2
5
'
0
4
"
W
12
1
.
3
7
'
N3
9
°
3
0
'
1
0
"
W
12
0
.
7
3
'
N3
2
°
4
2
'
3
7
"
W
12
3
.
8
6
'
N26
°
3
6
'
3
3
"
W
11
9
.
6
8
'
N20
°
3
0
'
3
9
"
W
121
.
2
3
'
N14
°
2
4
'
4
6
"
W
120
.
4
5
'
N08
°
1
8
'
5
3
"
W
126
.
1
2
'
N02°
1
3
'
0
0
"
W
128
.
7
5
'
S03°5
2
'
5
3
"
W
121.3
3
'
S07°4
8
'
0
6
"
W
120.0
0
'
N53°36'2
1
"
E
120.00'
N63°
2
7
'
4
9
"
E
120.
5
2
'
N7
3
°
1
9
'
1
4
"
E
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48.44'
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19.65'
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8
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32.52'
61.69'
64.02'
62.06'0.75'
61.34'61.74'22.57'39.67'68.28'
52.88'
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7
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L23
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9.39'
47.19'
47.24'
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5
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6.02'
47.
2
1
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105.39'107.52'
138.09'
115.66
'
106.70'
105.06'
9.07'
48.50'48.50'
48.50'
48.50'
48.50'
48.50'
60.62'
31.10
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35.66
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55.60
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55.60'
55.60'
55.60'
55.60'10.40'
OBI
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PARK
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60' INGRESS / EGRESS PUBLIC UTILITY,
WATER & SANITARY SEWER EASEMENT
PARKLANDS UNIT 2A
(DOC. # ___________)
PART
R
I
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Date: Apr 18, 2025, 9:32am User ID: nscego
File: U:\Projects\171\23\07\Design\Civil\PLAT\PL-1712307_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 UNIT 3B
FINAL SUBDIVISION PLAT ESTABLISHING
THIS PLAT OF THE HAS BEEN
SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING
COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY
APPROVED BY SUCH COMMISSION.
DATED THIS DAY OF A.D. 20 .
BY: .
CITY AUTHORIZED AGENT
PARKLANDS UNIT 3B
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
.
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 UNITS 3B 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.
162 W Mill St., New Braunfels, Tx. 78130
Phone #: (830) 220-6042 • Fax #: (830) 627-9097
TBPE Firm #: 9513 • TBPLS Firm #: 10122300
has joined Colliers Engineering & Design
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I35
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SITE
PAGE 2 OF 2
SEE PAGE 1 OF 2 FOR
LINE AND CURVE TABLES
0'
SCALE : 1''=100'
100'
200'
PARKLANDS UNIT 1
(DOC.# 201899003645 O.P.R.)
=FOUND 12" IRON ROD
=SET 12" IRON ROD WITH BLUE CAP STAMPED
"KFW SURVEYING"
=RIGHT-OF-WAY
=OFFICIAL PUBLIC RECORDS
=CENTER LINE
=VARIABLE WIDTH CLEAR VISION EASEMENT
F.I.R.
S.I.R.
R.O.W.
O.P.R.
LEGEND
℄
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.
KEY NOTES
15' PUBLIC UTILITY EASEMENT1
1
2
3 15' PUBLIC UTILITY EASEMENT
(DOC # 202199043187 ) PARKLANDS UNIT 2A
4 15' x 50' WATER AND SEWER EASEMENT
(DOC # ____________)
5 VARIABLE WIDTH DRAINAGE & SANITARY
SEWER EASEMENT
(DOC # ____________)
5' DRAINAGE EASEMENT2
PREPARED: APRIL, 2025
A 11.95 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY
NO. 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR.
SURVEY NO. 258, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS
AND BEING OUT OF A 57.55 ACRE TRACT OF LAND CONVEYED TO
PARKLANDS UNITS 1 & 2, LTD. OF RECORD IN DOCUMENT #
2016020115 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE
COUNTY, TEXAS AND BEING OUT OF THE REMAINING PORTION OF
A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS
RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE
355 OF THE PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS.
REMAINDER OF 89.09 ACRE TRACT
ROLLING HILLS RANCH DEVELOPEMNT LTD
ZONE: PDD
(DOC.# 0600536 O.P.R.)
THE PARKLANDS
SUBDIVISION UNIT 2A
ZONING: PDD
(DOC.# 202199043187 O.P.R.)
THE PARKLANDS
SUBDIVISION UNIT 2B
ZONING: PDD
(DOC.# 202399000985 O.P.R.)REMAINDER OF 89.09 ACRE TRACT
ROLLING HILLS RANCH DEVELOPEMNT LTD
ZONE: PDD
(DOC.# 0600536 O.P.R.)
11
1
V.W.C.V.E.
1
1
1
1
1
1
V.W.C.V.E.3
3
3
3
3
3
SEE DETAIL
"A" PAGE 1
SEE DETAIL
"B" PAGE 1
SEE DETAIL
"C" PAGE 1
SEE DETAIL
"D" PAGE 1
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.
S.I.R.
S.I.R.
9.50 ACRE TRACT
(DOC.# 2005004553 O.P.R.)
1
20' SANITARY SEWER EASEMENT
(DOC # 202199039402)
20' SEWER EASEMENT
(DOC # 202199043187) PARKLANDS UNIT 2A
3
LOT 901 BLOCK 4
OWNER: PARKLANDS UNIT 1 & 2, LTD.
11 LYNN BATS LANE, SUITE 100
SAN ANTONIO, TX 78218
PHONE: 210-828-6131
12
0
'
T
Y
P
.
15' ELEC., GAS,
TELE. & CATV
EASEMENTW = MIN. WIDTH
(SEE BELOW)
SF 6000 W=50' MIN.
TYPICAL SF LOT DETAIL
NOT TO SCALE
LOT 903
BLK. 4
LOT 900
BLK. 19
4
5
5
1
1
GVEC NOTES:
TYPICAL FOR METER LOCATIONS
WHERE UNDERGROUND SERVICES ARE UTILIZED 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.
GVEC SHALL HAVE ACCESS TO METER LOCATIONS FROM THE FRONT YARD WITH THE LOCATION NOT
BEING WITHIN A FENCED AREA.
ANY EASEMENT DESIGNATED AS A GVEC 20' X 20' OR 20' X 40' GVEC UTILITY EASEMENT SHALL REMAIN
OPEN FOR ACCESS AT ALL TIMES AND SHALL NOT BE WITHIN A FENCED AREA.
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 AND SHALL REMAIN AT FINAL GRADE.
ANY ELECTRICAL EASEMENTS, FOR BOTH PRIMARY AND SECONDARY ELECTRIC SERVICE, INCLUDE THE
RIGHTS OF INGRESS, AND EGRESS ACROSS THE SUBDIVISION FOR THE PURPOSE OF INSTALLING,
SERVICING, UPGRADING, AND MAINTAINING THE ELECTRICAL FACILITIES AND SHALL REMAIN AT FINAL
GRADE.
ANY REQUEST TO SUBSEQUENTLY RELOCATE ANY PORTION OF THE ELECTRICAL FACILITIES INSTALLED
SHALL BE SUBJECT TO THE COOPERATIVE'S REASONABLE DISCRETION AND THE REQUESTING PARTY
SHALL BEAR ALL COSTS ASSOCIATED WITH SUCH RELOCATION.
THE COOPERATIVE SHALL ONLY BE REQUESTED 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 UNIT 3B SUBMITTED TO AND APPROVED BY GUADALUPE
VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
___________________________________________________
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
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 EASMENT. LOT 900 BLOCK 19 IS DESIGNATED AS A DRAINAGE
EASEMENT LOT CONTAINING A 15' SEWER EASEMENT.
5.TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6.THIS PLAT CONSISTS OF 57 BUILDABLE LOTS CONSISTING OF 57 6000 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.
10.PER ORDINANCE NO. 13-S-36 THIS PROPERTY IS ZONED PLANNED DEVELOPMENT DISTRICT (PDD).
4
15' SEWER EASEMENT4
2
6
6 15' x 75' PUBLIC UTILITY EASEMENT
(DOC # ____________)
10' x 10' PUBLIC UTILITY EASEMENT5
5