PC2016-070 Bindseil Farms- FP- ApprovedDate: Jan 20, 2017, 2:1 1pm User ID: aceja
File: N:�3161Ol1OlkDesign�CivihPLA-nFinal-PL3160101-Bindseil.dwg PREPARED: 0512016 PAGE 9 njF2
LEGEND
1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY
CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE
l
SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED.
A, 0 X
F.I.R. = FO UND!12- IRON ROD
aft
S.I.R. SET / "IRON ROD
2
STAMPED "KFW SURVEYING"
WITH BLUE CAP
ICK 5 [777,1 70
BLOCK5
75-1
C) 25 N
u. 0' 24
24
(99
B77
CITY ENGINEER
I PROJEC I
R.O.W. = RIGHT-OF-WAY
;ci� 9-95'
,1 8
SCALE:
LOCATION
100
ESMT = EASEMENT
VOL, = VOLUME
ct
L12 80.
LL, C) LOT 26 :1
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
01 50,
100, 150,
PG.= PAGE
200'
l7z�
CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER PLANT
YR. = YEAR
BINDSEIL CRE'
Lo
Z I-
CAPA CITY AND ALL EASEMENTS. ALL FEES DUE FOR IMPA CT TO THE SYSTEM A T THE
eHP . . ....
BLK = BLOCK
r
(50' ROW)
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
N
O.P.R. = OFFICIAL PUBLIC RECORDS
15 00'
:15�00'
APPLICATION.
V.N.A.E. = VEHICULAR NON
ACCESS EASEMENT
OT 5
10 00,Z
L13
k
"��sx
N, n, Ia
IO'GAS, ELECTRIC,
TELEPHONE,
&
71
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY.
Vk�,s,,,,, S
CABLE T.V. EASEMENT
IL, �`�15.00'
1 0.00 \' - -- --- --- - -
�-15.00'
LOT6-1
MAPSCO PAGE: 521 GRID: C'8
15'GAS, ELECTRIC, TELEPHONE, &
OT11
CABLE T.V. EASEMENT
9
BLOCK
THIS SUBDIVISION PLAT OF THE BINDSEIL FARMS SUBDIVIS101V SUBMITTED TO AND
APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS.
L 0 CA TION MAP
EXISTING 100 YEAR
FLOOD PLAIN
N.T.S.
DETAIL A DETAIL B
GVEC NOTES:
1. GVEC TO HAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD CROSSINGS IN WHICH
I,,= 50,
1 50'
ELECTRICAL LINES ARE PLACED.
AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC.
2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE (INCLUDING BUT
NOTES:
1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL
NOT LIMITED TO REMOVAL OF TREE AND OTHER OBSTRUCTIONS), READING METERS,
AND BLK 6
1
N30-
MATCHLINE A-A SEE SHEET 2 OF 2
REPAIR OF ALL OVERHEAD AND UNDERGROUND UTILITIES.
1, ART 16
0�-W
11208.'02
2 1 67,50' 60.00' 60.00' 60,00' 60.00'
67,50 b
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
SURVEYOR NOTES:
80'UTILITY ES)114T
b N30'28'25"W
co BLOCK 6
A
Q,
cs 4 C.
I cr
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
1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
(VOL, 1236, PG314)
N30'28'25"W w Lu p �Lu
rnI� c, Cl
9 S30' 2'730"E
AND EGRESS OVER GRANTORS ADJACENT PROPERTY TO REMOVE ANY IMPEDING
-Lu 2 3 4 5
110,00, b
6 1� LLJ "0
OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY
SURVEYING" SET ATALL CORNERS UNLESS NOTED OTHERWISE
co c,
cS cs c�
.0
") llz� (/)
MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE
2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
�0
C, fA
3
EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS.
ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
22 c's
2 Ea 20
AMERICAN DATUM (NAD) OF 1983.
60'i
25
i�o S30. 28'25"E
S3�' 2'730"E Z
2.
NOTICE: SELLING A PORTION OF THIS SUBDIVISION BY METES AND BOUNDS IS A VIOLATION OF
3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
47- 6"w Wow OF - -6oW
52.53" ,
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
SCALE FACTOR OF 0.99984.
30' j 30'
110.00, �52
Nb "0.0
10 LOT-1
AND BUILDING PERMITS.
N30'28'25"W 345.00'
23 STALLION PASS b
I
�0 & b 11 b
2 1�
c,
b
(5FR.O.
z cs
3.
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 210 OF 480, COMMUNITY PANEL
S360 28' 345�001
S30' 22'30"E
48187CO210F, DATED NOVEMBER Z 2007. THE SUBJECT RESIDENTIAL LOTS /STREETS ARE NOT
STATE OF TEXAS
N30'28'25"W 1 52 53' 60,00' 60-00' 60,00' 60,00'
52,47' 110.00,
WITHIN THE 100-YR FLOODPLAIN
COUNTY OF GUADALUPE
EY7STING 100-YR.
110,00,
1�0 5 0'
5V
A
Cc 21 4.
ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
Cc, "
1, (WE) THEOWNER(S) OF PORTION OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
F0,411 FLOODPLAIN
A L6
24 1� 25' 1 25.1 cl
I
-j 1�
I
c;
C)
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.
HEREIN AS THE BINDSEIL FARMS SUBDIVISION OF SCHERTZ, TEXAS AND WHOSE NAME IS
NNEL4 48187CO21OF
, b b
co '8
b ei-� I I I ------- -------
1:1
cs
12 11 10 9 8
0 9500
7
SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL
co
o..-(T37
b S30'22'30"E 105.64'
5.
TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES
THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED.
0
cl)
co
L12 cl) cl)
BI DSEIL CREEK
cl) cs SUFFOLK PASS
I - (50'R.O.W.)
�u 6.
THIS PLAT CONSISTS OF 84 BUILDABLE LOTS.
THIS THE DAY OF
S30' 28' 25"E
uJ 67,50' 60.00' 60.00' 60.00' 60.00'
10 N30- 22'30"W
67.50' 10
7.
PROPERTY BEING PLATTED IS CURRENTLY ZONED R-7.
�-R LINE E
2'5'SEWF -S[�T
CA L13 BLOCK 4
79.97 An
j-
F- 105.6
i� I C�)
8.
LOT 9, BLOCK 1; AND LOT 25, BLOCK 5 ARE NON-RESIDENTIAL COMMON LOTS DESIGNATED AS
OWNER: JEN TEXAS 18, LLC
IN
(VOL, 3100 PG� 596)
--
�J L�,� u
I �j Q
M�� -w u
b Q, b
2 3 4 5
M b zll Ro
6
SANITARY SEWER, WATER, ELECTRIC, GAS, TELEPHONE, CABLE T. V., AND DRAINAGE
680 5TH AVE. 25TH FLOOR
NEW YORK, NY 10019
PHONE: 214-543-5062
"A 2
4� Z <c
S) pz'
2j C, Q; C� lzi
�l 1 7 ;: Z
DE IL A A
6
6, z: S30o 22'30"E
C14 120.56'
LO
EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR
ASSIGNEES.
a fjj Q -4
25'SEfvVFR LINE E�wT
9 S30'28'25"E CIO
-13.07'
9.
LOT 11, BLOCK 3; LOT 3, BLOCK 2; LOT 12, BLOCK 5ARE NON-RESIDENTIAL LOTS DESIGNATED
(VOL 596, PG, 129)
-66,6V 66,OW 66.00' - -606-
5Z6�� 11.6'
AS DRAINAGE EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS
-j N� I
2 11
1
-1" 105,88'
N30o 28'25"W 345.00'
--- 4
SUCCESSORS AND /OR ASSIGNEES.
18' �0
BRETON PASS S24'
b, b 12,6' 12'57"E
STATE OF TEXAS
�< I's
CC,
2 (50'R.O.W)
108.05'
10.
COORDINATE VALUE ARE BASED ON THE TEXAS COORDINATE SYSTEM SOUTH CENTRAL ZONE,
COUNTY OF GUADALUPE
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED
A GO S30* 28'25"E 266,45'
Nb
C) 18.2
0 3
NAD 83 VALUES.
tLU 36 48' 60,00' 60,00' 60,00' 49.97'
--- a3b , c�
11.
ALL LOTS WILL BE UTILITY SERVICED FROM THE FRONT
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
b,
c� -�O-
q3.
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR
THE
\�,7.56'
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN
STATED.
5 0'
25 5' 1 A
12.
CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK MUNICIPAL
AUTHORITY (CCMA) EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO CONSTRUCTION.
A
2
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D.
3 4 5 6 7 8
J, A
13.
A PORTION OF THE REFERENCED PROPERTY IS WITHIN ZONE AE, AREAS DETERMINED TO BE
24,98'
cl) cl)
0A
�B
WITHIN THE 1.0% ANNUAL CHANCE FLOOD, AS SCALED FROM FEMA FLOOD MAP 210 OF 480,
COMMUNITY PANEL NO. 48187CO210F, DATED NOVEMBER Z 200T
d
BLOCK
OCK 2
FIR
NOTARY PUBLIC GUADALUPE COUNTY TEXAS
Cc,
- ---- ------------ ------------- ----
- --------- Ol
158.94 60. 00' 60.0 60. 00' 6000 5
-------- ----
1 81.89'
DMC "3403"
-5
Q) �Z
FIR
FIR llWFIR 0.
-N30'28'25 73 44'-
FIR 14
LU
cr
CL c,
- - ------
E375530q.84
00) ;z
i �-
"k-- 30 'DRAINAGE ESMT
E.- 2198933.15
Ir
THIS PLAT OF THE BINDSEIL FARMS SUBDIVISION HAS BEEN SUBMITTED
Z,
(VOL � 7, PG� 755
-9- 15'UTILITY ESA4T
-5E-TA
Lu
Lr)
25',SANITARY SEWER ESMT LOTT
I-L (V01- 7, PGA 7555)
c�
LC 11, 1
0-
TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION
b co
BLOCK I
WOLI 71 PC, 755)
0 r)
Ul
OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH
Q0 -j
COTTONWOOD I/ SURDS/00N
I OKAIER:
LOT 5
PLOCK 1
CL
LU
COMMISSION.
's
Lu
SCHERTZ COMMEF?CIAL
COTTOMIVOOD fl SURDIVISION
Lu
JOINT VENTURE
II 5' UTILITY ESMT ZONtD: GB
owlljl-R�
SCHE 0MAIIE-1 -
-RTZ C XWU
g 'L
LU U-1
DATED THIS DAY OF A.D. 20
0 Lo
Q-
LL
0
Lu >-
S-
(VOI 7, PG. 755) (UNDEVELOPED)
�OT3
jOINI'VEN)'URE
>- ZONED: GB
I
CO N
C> ") 0
c, 0
CL,
13LOCK 1
(UNDEVELOPE.1))
.
0 cr 0
BY:
C\j
2)
COTTONWnOD If SLfi3DWlSK)N
uy '15'UTILITY ESMT
Z LU >
CHAIRPERSON
IT LO
DEDICATION TO
0
SCHER lZ COMMERCIAL
(VOL, 7, PG� 15 5)
c)
BY:
co
Uj IIJ
< -
CITY OF SCHERTZ
DRAINAGER.O.W,
(9.294 A C.)
�z
LOT4 jOIN7 - VE",ITURE
BLOCKI (VOL, 7. PG, 75�)
CO TONWOOD 11 SUBDIVISION ZONEO:GB
OWNER:
20'UTILITY ESMT
(VOL. 7, PG. 755)
M
SECRETARY
-i
(UNDEVELOPED)
$Cil,'.-I�-T7COA�?Er?CIA,�-J,,-,INT VENTURE
F
"I
N
STATE OF TEXAS
,
L 7,' 755 , )
b)
COUNTY OF GUADALUPE
N 2
01
N
M ZONED: W3
EXISTING 100-YR.
(UNDEVELOPEQ�
0)
LO
COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M.
FFMA FLOODPLAIN
PANEL# 48187CO21OF
20'U71LI YESMT
2b'SEWEP LINE E-,SMT (VOL, 7, PG. 755)
AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF
_
(VOL, 596, PG, 12Q)
6 Od
24'ACCESS ESMT -
(V01- 7, PG, 75 5)
GUADALUPE COUNTY IN BOOK/VOLUME PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE,
1 /VE OA�"ROAD
THIS DAY OF A.D.
R.�.W. DE�ICA770N
STATE OF TEXAS
(VOL- 7, PG. 755'
- �l A
?li 0
COUNTY CLERKGUADALUPE COUNTYTEXAS
COUNTY OF BEXAR
BY: DEPUTY
I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS,
CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
HEREBY
S75'15'38"Er
21.24' I
s
51
FIR
ook-
cl�
O
179.82'
REGISTERED PROFESSIONAL ENGINEER
S300 1031"E 254.87'
FIR
RE
DMC
"3403"
FINAL PLA T ES TA BL ISHING
KFW ENGINEERS
-- ------- -- --
BINDSEIL FARMS SUBDIVISION
N :13754703.27
STATE OF TEXAS
COUNTY OF BEXAR
E: 219985T25
A 33.414 ACRE TRACT OFLAND, CONSISTING OF 22.001 ACRE TRACT OFLAND
SITUATED IN THE TOREBIA HERRRERA SURVEY NUMBER 68, ABSTRACT NO. 1531N
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET
FORTH
THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 28.532
BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY
d
ACRE TRACT OF LAND CONVEYED TO BURKETT LIVE OAK LTD. IN SPECIAL
MADE ON THE GROUND.
I 'g
� C)
to
WARRANTY DEED RECORDED IN VOLUME 2172 PAGE 274 OF THE OFFICIAL PUBLIC
Uj t-0
RECORDS OF GUADALUPE COUNTY, TEXAS, A 9.296 ACRE TRACT OF LAND AND A
TERESA A. SEIDEL
2.117 ACRE TRACT OF LAND SITUATED IN THE G. MALPEZ SURVEY NUMBER 67,
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672
ENGINEERS + SURVEYING
ABSTRACT NO. 221 IN THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND
KFW SURVEYING, LLC
3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231
BEING OUT OF A 73.338 ACRE TRACT CONVEYED TO JWD MANAGEMENT
3421 PAESANOS PKWY. STE. 101
Phone #: (210) 979-8444 • Fax #: (210) 979-8441
CORPORATION IN SPECIAL WARRANTY DEED OF RECORD IN VOLUME 1997 PAGE
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
TBPE Firm #: 9513 - TBPLS Firm #: 10122300
240 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS.
FAX: 210-979-8441
Date: Jan 20, 2017, 2:1 1pm User ID: aceja
File: N:�3161Ol1OlkDesign�CivihPLA-nFinal-PL3160101-Bindseil.dwg PREPARED: 0512016 PAGE 9 njF2
SCALE: >"= 100'
0' 50' 100' 150' 200'
GVEC NOTES:
1. GVEC TO HAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD CROSSINGS IN WHICH
ELECTRICAL LINES ARE PLACED.
2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE (INCLUDING BUT NOT
LIMITED TO REMOVAL OF TREE AND OTHER OBSTRUCTIONS), READING METERS, AND REPAIR
OF ALL OVERHEAD AND UNDERGROUND UTILITIES.
STATE OF TEXAS
COUNTY OF GUADALUPE
1, (WE) THE OWNER(S) OF A PORTION OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED
HEREIN AS THE BINDSEIL FARMS 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
SURVEYOR NOTES:
1, 112" DIAMETER REBAR WITH A BLUE
PLASTIC CAP STAMPED 'KFW
SURVEYING" SET AT ALL CORNERS
UNLESS NOTED OTHERWISE.
2, BEARINGS ARE BASED ON THE STATE
PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH
CENTRAL ZONE, NORTH AMERICAN
DATUM (NAD) OF 1983.
3. THE COORDINATES SHOWN HEREON ARE
GRID WITH A COMBINED SCALE FACTOR
OF 0. 99984 .
,S,
P
4f
c3
v
2 1. 030 ACRES
LOT 3, BLOCK
WINDY MEADOW "SUBDIVISION
OWNER: YES COMPANIES, L.LC.
(VOL. 5, PG, 51A)
HONE=D: tR7
(RT- SIDENTIAL)
N58° 36' 18 "E
NOTE. G.V.E.C. WILL MAINTAIN
G.V.E.C. SHALL HAVE ACCESS
5' EASEMENT FOR SERVICE
TO THE METER LOCATION
ENTRANCE TO DWELLING. THIS
FROM THE FRONT YARDS WITH
EASEMENT WILL VARY DEPENDING
THE METER LOCATION NOT BEING
UPON LOCATION OF OWELLING.
LOCATED WITHIN A FENCED AREA.
REAR
VOL.=
VOLUME
PG.=
MIN -� HOUSE
DISTANCE
YR. =
VARIES
Gtyl
ELECTRIC METER
O.P.R. =
0 -5' MAX FROM
Si
CORNER OF
(9.294 AC.)
HOUSE
5'
EASE..
15.00'
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED �1
ETDffR (SIDE
---- -____.
21.23'
5. OF METER 25' MIN.
23,54'
EASE - DISTANCE
89'54'05"
VAP4ES
LOT
LOT
23.59'
10'
B
A
21.23'
UTILITY
23,54'
15.00'
89' 54'05"
EASEMENT
PROPERTY LINE
(STREET SIDE)
TYPICAL EASEMENT ON
INTERIOR PROPERTY LINE
LEGEND
F.I.R. =
FOUND % "IRON ROD
S.I.R. =
SET %z" IRON ROD WITH BLUE CAP
Direction
STAMPED "KFW SURVEYING"
R.O.W. =
RIGHT -OF -WAY
ESMT=
EASEMENT
VOL.=
VOLUME
PG.=
PAGE
YR. =
YEAR
BLK =
BLOCK
O.P.R. =
OFFICIAL PUBLIC RECORDS
V.N.A.E. =
VEHICULAR NON ACCESS EASEMENT
/54.02' D = 10'GAS, ELECTRIC, TELEPHONE, &
CABLE T. V. EASEMENT
O 15' GAS, ELECTRIC, TELEPHONE &
,s7 �
,
V
CABLE T V. EASEMENT
E.K,STING 100 -1,11L. EXISTING 100 YEAR FLOOD PLAIN
FEMA FLOODPL,AIN
Q N PANEL# 4d` 87C 02100
;;? S A( RFt
YV
ViND'Y MEADOW SUBDIVISION
I VIS
It
� UNITI
DRAINAGE 17,0.W 5=3 CPF O1LNER: YES COMPANIES, LLG.-
w-..... T <, BLOCK ( VOL- r PG 32 013) (VOL, (bOL. 5 PC. `iA VIJLYurxLCvSlBi1/1T1:J ZONED: F,1
0S C L 1F 1E COMPANIES, ICI, 1tC,
(tiC tDENTI AL ;)
N < (VOL, 5, PC. 51A)
L() ZONED IR'7
Lt zo (RESIDENTIAL)
wo
o
LIa
LO SIR N300 21'55"W 523.32'
C .<,
*L IR 25 �L,LL,FP ONE ESMT 8.98' 9 69.32' 60.00' 60.00' 60.00' 121.79' 53.22'
(VOL. 596, PC 129) G3e � BLOCK 5
sr,
N600 05'51 "E 'ORS 01 9 o o
4j • o° ro o ro h o ti� �O
210.60 ti� 6l �� mA 8 �F 7 6 �m 5
FIR 1'V.N.A.E L Z z z z
i 4� OVv . �h to p L� 9 �
� 12.00' A 10
4 � 4.30' O WNER: J EN TEXAS 1 $ LL C 43.2
--- ----- 680 5TH AVE. 25TH FLOOR o 5' 60.00' 60.00' 4t.24'
Q 12.90'
NEW YORK, NY 10019 Ell 80 UTILITY ITY EYl T �' 4J �^ 11 9s °� N30° 28'25"W 165.54' C25 01
PHONE: 214 - 543 -5062 °r. G (WN- 1 1"36, PG, :314) ,, I x �� o. X10 15.00' 22.76' S 3� G26 - ° N - � �� \\ S38' 54' 27 "E
:]
Line
- --
I
DEDICATION TO
x
S59'37'30" W
Direction
Curve #
Length
Radius
CITY OF SCHERTZ
17,72'
Chord Length
Cl
STATE OF TEXAS L"
15.00'
89' 54'05"
DRAINAGE R,O.W. €
21.19'
C2
23,59'
COUNTY OF GUADALUPE
90' 05'55"
S14' 34' 33 "W
(9.294 AC.)
C3
23.59'
15.00'
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED �1
S14' 34' 33 "W
---- -____.
21.23'
C4
23,54'
15.00'
89'54'05"
KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE
21.19'
C5
23.59'
15.00'
90'05'55"
FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE
21.23'
C6
23,54'
15.00'
89' 54'05"
PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
21.19'
C7
7.08'
15.00'
27' 02'38"
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D.
7.01'
C8
125,84'
Gx
144 °12'06"
LO
95.16'
by
7.08'
15.00'
27' 03' 29"
N
7,02'
Lu c
25' SF WFIR LINE ESL,LT
15.00'
90'05'55"
p
21.23'
C11
(VOL, 3100 P
596)
90'07'57"
NOTARY PUBLIC GUADALUPE COUNTY TEXAS N
21.24'
C12
28.10'
15.00'
107° 18'39"
N66° 40' 30 "W
24.17'
C13
126.36'
50.00'
144° 4T 53"
S85° 24' 28 "E
95.32'
C14
23.54'
/
1 B
S75' 25'27"E
21.19'
C15
9 80'
15.00'
37' 25'55"
S40 54' 33 "W
9.63,
-CI 6
23 56'
15.00'
90'00'00"
N75° 22 30 "W
21.21'
C17 --
23.56'
15.00'
90'00'00"
t- .,,:;i
21.21'
C37
289.20'
373.00'
1_
S81 ° 50' 12"W
cr
C18
23.54'
15.00'
89° 54 05'
O Lu
21.19'
C19
1_23,59_
430.00'
90'05'55"
--
N14 °34'33 "E
- - --
21.23'
�
1 23.54'
15.00'
89' 54'05"
S75° 25' 277E
21.19'
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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.
REGISTERED PROFESSIONAL ENGINEER
RE
KFW ENGINEERS
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, STE. 101
SAN ANTONIO, TEXAS 78231
PHONE: 210- 979 -8444
FAX 210- 979 -8441
do, �b 12 yip 4i h �pS 112.93
S30' 28 25 "E 175 13 /
7 0>.° _10
70.16' _ 4.9T _ _ 15' 5 3
N BLOCK 7 C22 - -� Cj 15.63'
13
15.00' � bo 1 i �o S30° 22'30"E
C> 121.09' LO
N ?° A 12 oN S30 °22'30 "E O N o Y
as 120.00' (D o� 2 �O
f M X00, /'O m o o J O m J
O U /J o 10 �oo 63 o om S30' 22'30"E m
G 25 14 °� N45° 23 $ ° ° ( O m o) 121.05'
^� Q 149 S30' 22'30"E Z o) 1
U� Ng�SOO 120.00' m �' A
° L a 13 o g o (� 0 �30�22 °vim
V - -- 25.07' �p
0 0 o Q
((OCK V o N30 °22'30 "W ° 10SS
15 M ASTURIAN PASS a
5 120.00, y
���1 --- o (50' R.O.W.) -
N1116t g" /� G 56.77" 7s? ?8� o A °o N30 ° 22'30 "W 105.99'
j -- -
W i � M Lt
110 p0 �S. I' 7 CS 8 �`° am 0 - - 95.00'-
Q O h / S30° 22' 30 "E b
16 0 ` .� -0 N N� 14 120.00' o� `V 10
U °= f o0 7 I'oo 510' u ( S30° 22'30"E
15
N21 ° 55' 55'42W / o/ 6 `O 25' 25' 110.00' c �
110.00' m
U S30 °22'30 "E U
i
50, °o 131.35' N30° 28' 25 "W 120.23' 120.00' 9 O
I O �� 25' P5, 65.96' 61.88' 61.88' 61.88' 0 6
17 CO
530 °22'30 "E
d �
M� BLOCK 7W w 110.00'
N28° 26' 24 "W W I o °oo S30° 22'30"E
U moo, m o ° o ^ °o
o o m o 120.00' d 8
20.26' 1 "° 2 an d 3 0 4
18 rn Z A Z z P N 5 o S30° 22'530"E
'� M 110.0' W
o
N30' 28' 25 "W 0
54.35'____6I.88'__ ___ . _... _ 61.88 61 88 105 03 ______. ___. 1 ryp oo' °o
- - - -- --
110.00 `2v N30° 28' 25 "W 345.00' 2 7 118
MARKET TRAIL o N Z'
°-------------------------------------- ----- -------- -------- �. --------- - -- S30° 22' 30 "E 2
° (50' R.O. W) _ 110.00' J
O 19 m 0 S30' 28' 25 "E 345.00' O LOT
N30° 28' 25 "W a G3 - 52.53' 60.00_ 60.00' 60.00' 60.00' 52.47' ? o `°ooO 6 11
110.00' o 00
° S30- 22'30"E
ro
20 '� M o 0 0 0 o k, s 110.00'
12 ° 11 O 10 O 9 ° 8 O 7 o
S30 ° 28'25 "E "� h h h uoi uoi rn m of c
5 °o
110.00' ' o o o o o ' C,
2 ' S30' 28'25, BLOCK 6 ' co
67.50' X0.00' 60 0' 1 60.00' 6000' 1 67.50'
MATCHL/NE A -A SEE SHEET 1 OF 2
Line
Table
Curve Table
Length
Direction
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
Cl
23.54'
15.00'
89' 54'05"
N75° 25' 27 "W
21.19'
C2
23,59'
15.00'
90' 05'55"
S14' 34' 33 "W
21.23'
C3
23.59'
15.00'
90'05'55"
S14' 34' 33 "W
---- -____.
21.23'
C4
23,54'
15.00'
89'54'05"
S75' 25'27"E
21.19'
C5
23.59'
15.00'
90'05'55"
SW 34'33"W
21.23'
C6
23,54'
15.00'
89' 54'05"
N75° 25'27-W
21.19'
C7
7.08'
15.00'
27' 02'38"
S73° 08'50"W
7.01'
C8
125,84'
50,00'
144 °12'06"
N14 °34'09 "E
95.16'
C9
7.08'
15.00'
27' 03' 29"
N44° 00' 10 "W
7,02'
C10
23,59'
15.00'
90'05'55"
S14° 34'33"W
21.23'
C11
23.60'
15.00'
90'07'57"
N14° 35' 33 "E
21.24'
C12
28.10'
15.00'
107° 18'39"
N66° 40' 30 "W
24.17'
C13
126.36'
50.00'
144° 4T 53"
S85° 24' 28 "E
95.32'
C14
23.54'
15.00'
89' 54'05"
S75' 25'27"E
21.19'
C15
9 80'
15.00'
37' 25'55"
S40 54' 33 "W
9.63,
-CI 6
23 56'
15.00'
90'00'00"
N75° 22 30 "W
21.21'
C17 --
23.56'
15.00'
90'00'00"
S14 °37'30 "W
21.21'
C37
289.20'
373.00'
44° 25'23"
S81 ° 50' 12"W
282.01' - --
C18
23.54'
15.00'
89° 54 05'
S75' 25'27"E
21.19'
C19
1_23,59_
430.00'
90'05'55"
--
N14 °34'33 "E
- - --
21.23'
C20
1 23.54'
15.00'
89' 54'05"
S75° 25' 277E
21.19'
do, �b 12 yip 4i h �pS 112.93
S30' 28 25 "E 175 13 /
7 0>.° _10
70.16' _ 4.9T _ _ 15' 5 3
N BLOCK 7 C22 - -� Cj 15.63'
13
15.00' � bo 1 i �o S30° 22'30"E
C> 121.09' LO
N ?° A 12 oN S30 °22'30 "E O N o Y
as 120.00' (D o� 2 �O
f M X00, /'O m o o J O m J
O U /J o 10 �oo 63 o om S30' 22'30"E m
G 25 14 °� N45° 23 $ ° ° ( O m o) 121.05'
^� Q 149 S30' 22'30"E Z o) 1
U� Ng�SOO 120.00' m �' A
° L a 13 o g o (� 0 �30�22 °vim
V - -- 25.07' �p
0 0 o Q
((OCK V o N30 °22'30 "W ° 10SS
15 M ASTURIAN PASS a
5 120.00, y
���1 --- o (50' R.O.W.) -
N1116t g" /� G 56.77" 7s? ?8� o A °o N30 ° 22'30 "W 105.99'
j -- -
W i � M Lt
110 p0 �S. I' 7 CS 8 �`° am 0 - - 95.00'-
Q O h / S30° 22' 30 "E b
16 0 ` .� -0 N N� 14 120.00' o� `V 10
U °= f o0 7 I'oo 510' u ( S30° 22'30"E
15
N21 ° 55' 55'42W / o/ 6 `O 25' 25' 110.00' c �
110.00' m
U S30 °22'30 "E U
i
50, °o 131.35' N30° 28' 25 "W 120.23' 120.00' 9 O
I O �� 25' P5, 65.96' 61.88' 61.88' 61.88' 0 6
17 CO
530 °22'30 "E
d �
M� BLOCK 7W w 110.00'
N28° 26' 24 "W W I o °oo S30° 22'30"E
U moo, m o ° o ^ °o
o o m o 120.00' d 8
20.26' 1 "° 2 an d 3 0 4
18 rn Z A Z z P N 5 o S30° 22'530"E
'� M 110.0' W
o
N30' 28' 25 "W 0
54.35'____6I.88'__ ___ . _... _ 61.88 61 88 105 03 ______. ___. 1 ryp oo' °o
- - - -- --
110.00 `2v N30° 28' 25 "W 345.00' 2 7 118
MARKET TRAIL o N Z'
°-------------------------------------- ----- -------- -------- �. --------- - -- S30° 22' 30 "E 2
° (50' R.O. W) _ 110.00' J
O 19 m 0 S30' 28' 25 "E 345.00' O LOT
N30° 28' 25 "W a G3 - 52.53' 60.00_ 60.00' 60.00' 60.00' 52.47' ? o `°ooO 6 11
110.00' o 00
° S30- 22'30"E
ro
20 '� M o 0 0 0 o k, s 110.00'
12 ° 11 O 10 O 9 ° 8 O 7 o
S30 ° 28'25 "E "� h h h uoi uoi rn m of c
5 °o
110.00' ' o o o o o ' C,
2 ' S30' 28'25, BLOCK 6 ' co
67.50' X0.00' 60 0' 1 60.00' 6000' 1 67.50'
MATCHL/NE A -A SEE SHEET 1 OF 2
1, 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
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER PLANT
CAPACITY AND ALL EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY,
THIS SUBDIVISION PLAT OF THE BINDSEIL FARMS SUBD IV IS ION 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. NOTICE: SELLING A PORTION OF THIS SUBDIVISION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
SIR AND BUILDING PERMITS.
3. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 210 OF 480, COMMUNITY PANEL
W 48187CO210F, DATED NOVEMBER 2, 2007. THE SUBJECT RESIDENTIAL LOTS /STREETS ARE NOT
_ WITHIN THE 100 -YR FLOODPLAIN
N
M 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
0 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
Z 5. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6. THIS PLAT CONSISTS OF 84 BUILDABLE LOTS.
FIR 318"
7. PROPERTY BEING PLATTED IS CURRENTLY ZONED R -7.
8. LOT 9, BLOCK 1; AND LOT 25, BLOCK 5 ARE NON - RESIDENTIAL COMMON LOTS DESIGNATED AS
SANITARY SEWER, WATER, ELECTRIC, GAS, TELEPHONE, CABLE T.V., AND DRAINAGE
EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR
ASSIGNEES.
9. LOT 11, BLOCK 3; LOT 3, BLOCK 2; LOT 12, BLOCK 5 ARE NON - RESIDENTIAL LOTS DESIGNATED
AS DRAINAGE EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS
SUCCESSORS AND /OR ASSIGNEES.
10. COORDINATE VALUE ARE BASED ON THE TEXAS COORDINATE SYSTEM SOUTH CENTRAL ZONE,
NAD 83 VALUES.
11, ALL LOTS WILL BE UTILITY SERVICED FROM THE FRONT.
12. CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK MUNICIPAL
AUTHORITY (CCMA) EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO CONSTRUCTION.
13. A PORTION OF THE REFERENCED PROPERTY IS WITHIN ZONE AE, AREAS DETERMINED TO BE
WITHIN THE 1.0% ANNUAL CHANCE FLOOD, AS SCALED FROM FEMA FLOOD MAP 210 OF 480,
COMMUNITY PANEL NO. 48187CO210F, DATED NOVEMBER 2, 2007.
L3.1
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0 q Lu L1; L`3 fL LiJ
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N W rj
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Cr
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THIS PLAT OF THE BINDSEIL FARMS SUBDIVISION 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 DAYOF A.D. 20
BY
CHAIRPERSON
BY:
SECRETARY
0) STATE OF TEXAS
M COUNTY OF GUADALUPE
m
LO 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
Line
Table
Curve Table
Length
Direction
Curve It
Length
Radius
Delta
Chord Direction
Chord Length
C21
23.59'
15.00'
90 °05'55"
N14 °34'33 "E
21.23'
C22
23.59'
15.00'
90° 05' 55"
N14° 34' 33 "E
21.23'
C23
8.43
15. 00'
32 °12'15" �S75
°43'38'W
832'
C24
134,83'
50.00'
154 °30'26"
N14 °34'33 "E
97,54'
C25
843'
15.00'
32' 12'15"
S46° 34' 33 "E
8.32'
C26
120,88'
125.00'
55 °2427"
S58- 10'39"E
116.23'
C27
72.53'
75.00'
55 °24'27"
S58' 10'39"E
69.74'
C28
21,57'
15.00'
82° 22' 26"
S51 ° 34' 18 "W
19.76'
C29
13.06'
550.00'
1 ° 21'37"
N86° 33'41"W
13.06'
C30
156,25'
60.00'
149 °12'44"
S84 °5927 W
115.69'
C31
21.57'
15.00'
82° 22' 26"
N61' 35' 24 "W
19.76'
C32
361.22'
600.00'
34'29'37"
S76' 52' 19 "W
355.79'
C33
168.93'
550.00'
17'35'53'
S68° 25' 27 "W
168.27'
C34
23.59'
15.00'
90'05'55"
S14' 34' 33 "W
21.23'
C35
23.54'
15.00'
89° 54' 05
N75° 25' 27 "W
21 19
C36
427.44
710.00'
34° 29'37
LLL
S76° 52'19"W
421.01'
C37
289.20'
373.00'
44° 25'23"
S81 ° 50' 12"W
282.01' - --
C38
89.93
376.00'
13° 42'16"
N69° 05'59"W
89.72' '
39
_
229.88'
430.00'
30° 3T 52"
N74° 5627 E
227.16'
]40
23.56'
15.00'
90'00'00"
514° 37' 30 "W
21.21'
1, 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
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER PLANT
CAPACITY AND ALL EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY,
THIS SUBDIVISION PLAT OF THE BINDSEIL FARMS SUBD IV IS ION 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. NOTICE: SELLING A PORTION OF THIS SUBDIVISION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
SIR AND BUILDING PERMITS.
3. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 210 OF 480, COMMUNITY PANEL
W 48187CO210F, DATED NOVEMBER 2, 2007. THE SUBJECT RESIDENTIAL LOTS /STREETS ARE NOT
_ WITHIN THE 100 -YR FLOODPLAIN
N
M 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
0 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
Z 5. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6. THIS PLAT CONSISTS OF 84 BUILDABLE LOTS.
FIR 318"
7. PROPERTY BEING PLATTED IS CURRENTLY ZONED R -7.
8. LOT 9, BLOCK 1; AND LOT 25, BLOCK 5 ARE NON - RESIDENTIAL COMMON LOTS DESIGNATED AS
SANITARY SEWER, WATER, ELECTRIC, GAS, TELEPHONE, CABLE T.V., AND DRAINAGE
EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR
ASSIGNEES.
9. LOT 11, BLOCK 3; LOT 3, BLOCK 2; LOT 12, BLOCK 5 ARE NON - RESIDENTIAL LOTS DESIGNATED
AS DRAINAGE EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS
SUCCESSORS AND /OR ASSIGNEES.
10. COORDINATE VALUE ARE BASED ON THE TEXAS COORDINATE SYSTEM SOUTH CENTRAL ZONE,
NAD 83 VALUES.
11, ALL LOTS WILL BE UTILITY SERVICED FROM THE FRONT.
12. CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK MUNICIPAL
AUTHORITY (CCMA) EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO CONSTRUCTION.
13. A PORTION OF THE REFERENCED PROPERTY IS WITHIN ZONE AE, AREAS DETERMINED TO BE
WITHIN THE 1.0% ANNUAL CHANCE FLOOD, AS SCALED FROM FEMA FLOOD MAP 210 OF 480,
COMMUNITY PANEL NO. 48187CO210F, DATED NOVEMBER 2, 2007.
L3.1
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4.
rsLUC
C'S i Cr C7 C-)'
00 W :4 u; I,.., W
0 q Lu L1; L`3 fL LiJ
O Cr ¢ a u €
N W rj
LU
v Cr
Cr
L ul _,
N rR
THIS PLAT OF THE BINDSEIL FARMS SUBDIVISION 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 DAYOF A.D. 20
BY
CHAIRPERSON
BY:
SECRETARY
0) STATE OF TEXAS
M COUNTY OF GUADALUPE
m
LO 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
Line
Table
Curve Table
Length
Direction
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C41
C42
C43
C44
23.56'
23.98'
80 69'
80,69'
15.00
710.00'
710.00'
710,00'
90° 00' 00"
1' 56'05"
6° 30,42"
6 °30'42"
N75° 22' 30 "W
S60° 35' 33 "W
S640 48' 57 "W
S71' 19'39"W
21 21'
23.97'
80.65'
80,65'
C45
80.69'
710.00'
6' 30'42"
S77° 50' 22 "W
80.65'
C46
801 69'
710,00'
6 °30'42"
S84- 21'04"W
80.65'
C47
80.69'
710.00'
6° 30'42"
N89° 08' 13 "W
80.65'
C48
52.42'
376.00'
7' 59'17"
N71' 57'28"w
52,38'
C49
37.51'
376.00'
5° 42'59"
N65' 06'20"W
37,50'
1, 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
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER PLANT
CAPACITY AND ALL EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY,
THIS SUBDIVISION PLAT OF THE BINDSEIL FARMS SUBD IV IS ION 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. NOTICE: SELLING A PORTION OF THIS SUBDIVISION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
SIR AND BUILDING PERMITS.
3. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 210 OF 480, COMMUNITY PANEL
W 48187CO210F, DATED NOVEMBER 2, 2007. THE SUBJECT RESIDENTIAL LOTS /STREETS ARE NOT
_ WITHIN THE 100 -YR FLOODPLAIN
N
M 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
0 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
Z 5. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6. THIS PLAT CONSISTS OF 84 BUILDABLE LOTS.
FIR 318"
7. PROPERTY BEING PLATTED IS CURRENTLY ZONED R -7.
8. LOT 9, BLOCK 1; AND LOT 25, BLOCK 5 ARE NON - RESIDENTIAL COMMON LOTS DESIGNATED AS
SANITARY SEWER, WATER, ELECTRIC, GAS, TELEPHONE, CABLE T.V., AND DRAINAGE
EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR
ASSIGNEES.
9. LOT 11, BLOCK 3; LOT 3, BLOCK 2; LOT 12, BLOCK 5 ARE NON - RESIDENTIAL LOTS DESIGNATED
AS DRAINAGE EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS
SUCCESSORS AND /OR ASSIGNEES.
10. COORDINATE VALUE ARE BASED ON THE TEXAS COORDINATE SYSTEM SOUTH CENTRAL ZONE,
NAD 83 VALUES.
11, ALL LOTS WILL BE UTILITY SERVICED FROM THE FRONT.
12. CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK MUNICIPAL
AUTHORITY (CCMA) EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO CONSTRUCTION.
13. A PORTION OF THE REFERENCED PROPERTY IS WITHIN ZONE AE, AREAS DETERMINED TO BE
WITHIN THE 1.0% ANNUAL CHANCE FLOOD, AS SCALED FROM FEMA FLOOD MAP 210 OF 480,
COMMUNITY PANEL NO. 48187CO210F, DATED NOVEMBER 2, 2007.
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THIS PLAT OF THE BINDSEIL FARMS SUBDIVISION 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 DAYOF A.D. 20
BY
CHAIRPERSON
BY:
SECRETARY
0) STATE OF TEXAS
M COUNTY OF GUADALUPE
m
LO 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
Line
Table
Line #
Length
Direction
L1
46.72'
S85 °5252 "E
L2
46.72'
S85 °52'52 "E
L3
33.77'
N59 °3TWE
L4
21.19'
S14 °34'33 'W
L5
21.23'
S75 °25'27 "E_
L6
21.24'
S75 °24'27 "E
L7
21.19'
S14'35'34 "W
1, 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
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE
CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER PLANT
CAPACITY AND ALL EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE
TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY,
THIS SUBDIVISION PLAT OF THE BINDSEIL FARMS SUBD IV IS ION 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. NOTICE: SELLING A PORTION OF THIS SUBDIVISION BY METES AND BOUNDS IS A VIOLATION OF
CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES
SIR AND BUILDING PERMITS.
3. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 210 OF 480, COMMUNITY PANEL
W 48187CO210F, DATED NOVEMBER 2, 2007. THE SUBJECT RESIDENTIAL LOTS /STREETS ARE NOT
_ WITHIN THE 100 -YR FLOODPLAIN
N
M 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS
0 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
Z 5. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES.
6. THIS PLAT CONSISTS OF 84 BUILDABLE LOTS.
FIR 318"
7. PROPERTY BEING PLATTED IS CURRENTLY ZONED R -7.
8. LOT 9, BLOCK 1; AND LOT 25, BLOCK 5 ARE NON - RESIDENTIAL COMMON LOTS DESIGNATED AS
SANITARY SEWER, WATER, ELECTRIC, GAS, TELEPHONE, CABLE T.V., AND DRAINAGE
EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR
ASSIGNEES.
9. LOT 11, BLOCK 3; LOT 3, BLOCK 2; LOT 12, BLOCK 5 ARE NON - RESIDENTIAL LOTS DESIGNATED
AS DRAINAGE EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS
SUCCESSORS AND /OR ASSIGNEES.
10. COORDINATE VALUE ARE BASED ON THE TEXAS COORDINATE SYSTEM SOUTH CENTRAL ZONE,
NAD 83 VALUES.
11, ALL LOTS WILL BE UTILITY SERVICED FROM THE FRONT.
12. CONSTRUCTION PLANS FOR IMPROVEMENTS CROSSING OR WITHIN CIBOLO CREEK MUNICIPAL
AUTHORITY (CCMA) EASEMENTS MUST BE APPROVED BY CCMA PRIOR TO CONSTRUCTION.
13. A PORTION OF THE REFERENCED PROPERTY IS WITHIN ZONE AE, AREAS DETERMINED TO BE
WITHIN THE 1.0% ANNUAL CHANCE FLOOD, AS SCALED FROM FEMA FLOOD MAP 210 OF 480,
COMMUNITY PANEL NO. 48187CO210F, DATED NOVEMBER 2, 2007.
L3.1
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4.
rsLUC
C'S i Cr C7 C-)'
00 W :4 u; I,.., W
0 q Lu L1; L`3 fL LiJ
O Cr ¢ a u €
N W rj
LU
v Cr
Cr
L ul _,
N rR
THIS PLAT OF THE BINDSEIL FARMS SUBDIVISION 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 DAYOF A.D. 20
BY
CHAIRPERSON
BY:
SECRETARY
0) STATE OF TEXAS
M COUNTY OF GUADALUPE
m
LO 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS
a
PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE_ DAY OF_ A.D. _ AT_ M.
AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF
GUADALUPE COUNTY IN BOOKIVOLUME PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE,
THIS DAY OF A.D.
COUNTY CLERK, GUADALUPE COUNTY, TEXAS
BY: DEPUTY
FINAL PLA T ES TA BL ISHING
BINDSEIL FARMS SUBDIVISION
A 33.414 ACRE TRACT OF LAND, CONSISTING OF 22.001 ACRE TRACT OF LAND
SITUATED IN THE TOREBIA HERRRERA SURVEY NUMBER 68, ABSTRACT NO. 153 IN
THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 28.532
ACRE TRACT OF LAND CONVEYED TO BURKETT LIVE OAK LTD. IN SPECIAL
WARRANTY DEED RECORDED IN VOLUME 2172 PAGE 274 OF THE OFFICIAL PUBLIC
RECORDS OF GUADALUPE COUNTY, TEXAS, A 9.296 ACRE TRACT OF LAND AND A
2.117 ACRE TRACT OF LAND SITUATED IN THE G. MALPEZ SURVEY NUMBER 67,
ABSTRACT NO. 221 IN THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND
BEING OUT OF A 73.338 ACRE TRACT CONVEYED TO JWD MANAGEMENT
CORPORATION IN SPECIAL WARRANTY DEED OF RECORD IN VOLUME 1997 PAGE
240 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS.
PREPARED: 0512076 PAGE 2 OF 2
Line Table
Line #
Length
Direction
L8
L9
L10
75.00'
10.02'
107.46'
N85 °5252 "W
N85° 52' 52 "W
N59 °3932 "E
L11
98.14'
N59 °39'32 "E
L12
104.98'
S30 °28'25 "E
L13
104.98'
530'2825 "E
L14
100.01'
S85 °52'52 "E
a
PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE_ DAY OF_ A.D. _ AT_ M.
AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF
GUADALUPE COUNTY IN BOOKIVOLUME PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE,
THIS DAY OF A.D.
COUNTY CLERK, GUADALUPE COUNTY, TEXAS
BY: DEPUTY
FINAL PLA T ES TA BL ISHING
BINDSEIL FARMS SUBDIVISION
A 33.414 ACRE TRACT OF LAND, CONSISTING OF 22.001 ACRE TRACT OF LAND
SITUATED IN THE TOREBIA HERRRERA SURVEY NUMBER 68, ABSTRACT NO. 153 IN
THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 28.532
ACRE TRACT OF LAND CONVEYED TO BURKETT LIVE OAK LTD. IN SPECIAL
WARRANTY DEED RECORDED IN VOLUME 2172 PAGE 274 OF THE OFFICIAL PUBLIC
RECORDS OF GUADALUPE COUNTY, TEXAS, A 9.296 ACRE TRACT OF LAND AND A
2.117 ACRE TRACT OF LAND SITUATED IN THE G. MALPEZ SURVEY NUMBER 67,
ABSTRACT NO. 221 IN THE CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS AND
BEING OUT OF A 73.338 ACRE TRACT CONVEYED TO JWD MANAGEMENT
CORPORATION IN SPECIAL WARRANTY DEED OF RECORD IN VOLUME 1997 PAGE
240 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS.
PREPARED: 0512076 PAGE 2 OF 2