15-R-115 Accepting Cpress Point Park as City PropertyRESOLUTION NO. 15 -R -115
A RESOLUTION BY THE CITY COUNCIL AUTHORIZING THE CITY
MANAGER TO ACCEPT THE CYPRESS POINT PARK AS CITY
PROPERTY.
WHEREAS the developer of the Cypress Point subdivision is required to comply with
the City's Park and Open Space Dedication Requirements, and
WHEREAS in developer of Cypress Point requested to dedicate land and construct
improvements to satisfy this requirement, and
WHEREAS, the developer has platted the property and constructed the agreed upon
improvements, and
WHEREAS City staff is recommending the City Council authorize acceptance of the
property,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCHERTZ, TEXAS
THAT:
Section 1. The City Council authorizes the City Manager to accept the land
designated as City Park as shown on Exhibit A.
Section 2. The recitals contained in the preamble hereof are hereby found to be true,
and such recitals are hereby made a part of this Resolution for all purposes and are adopted as a
part of the judgment and findings of the City Council.
Section 3. All resolutions, or parts thereof, which are in conflict or inconsistent with
any provision of this Resolution are hereby repealed to the extent of such conflict, and the
provisions of this Resolution shall be and remain controlling as to the matters resolved herein.
Section 4. This Resolution shall be construed and enforced in accordance with the
laws of the State of Texas and the United States of America.
Section 5. If any provision of this Resolution or the application thereof to any person
or circumstance shall be held to be invalid, the remainder of this Resolution and the application
of such provision to other persons and circumstances shall nevertheless be valid, and the City
Council hereby declares that this Resolution would have been enacted without such invalid
provision.
Section 6. It is officially found, determined, and declared that the meeting at which
this Resolution is adopted was open to the public and public notice of the time, place, and subject
matter of the public business to be considered at such meeting, including this Resolution, was
given, all as required by Chapter 551, Texas Government Code, as amended.
Section 7. This Resolution shall be in force and effect from and after its final
passage, and it is so resolved.
-1-
PASSED AND ADOPTED, this 15th day of December, 201
ATTEST:
City See etary, Brenda Dennis
(CITY SEAL)
CITY CW SCHERTZ, TEXAS
-2-
, Michael R. Carpenter
Exhibit "A"
Cypress Pointe Phase 1 Plat
-3-
GENERAL NOTES:
1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983/93, SOUTH CENTRAL ZONE.
2. DISTANCES SHOWN ARE SURFACE DISTANCES IN U.S. SURVEY FEET. THE SCALE
FACTOR IS 0.999860019597.
3. COORDINATES SHOWN HEREON ARE TEXAS STATE PLANE GRID COORDINATES -
SOUTH CENTRAL ZONE. COORDINATES EXPRESSED IN U.S. SURVEY FEET (NAD83).
4. ELEVATION FOR THIS SURVEY ARE BASED UPON NORTH AMERICAN VERTICAL
DATUM OF 1988, NAVD88, GPS COOPERATIVE COORS STATION
DESIGNATION -FORD ENG COOP CORS ARP, PID- DE6233. PID ORTHOMETRIC
ELEVATION = 836.55 DETERMINED BY GEOID03
5. ALL PRIVATE OPEN SPACE,COMMON AREA, GREENBELTS, DRAINAGE EASEMENTS, R.O.W.
DETENTION PONDS ETC ARE THE RESPONSIBILITY OF THE DEVELOPER, HOME
OWNERS ASSOCIATION (H.O.A.) OR ITS ASSIGNS. FL-
BLOCK 1: LOT 10 _
BLOCK 3: LOT 1 OLD R.O.W.
6. 1/2" REBAR SET AT ALL CORNERS W/ YELLOW PLASTIC CAP STAMPED "FORD ENG, R.O.W.
INC. ", UNLESS OTHERWISE NOTED. R.O.
THE
7. THE PROPOSED 10.503 ACRES OF PARKLAND TO BE DEDICATED TO THE CITY OF
SCHERTZ WILL BE DEDICATED BY GENERAL WARRANTY DEED UPON ACCEPTANCE
OF THE SUBDIVISION BY THE CITY.
8. ALL OF THIS SUBDIVISION IS WITHIN THE CITY LIMITS.
9. TOTAL NUMBER OF LOTS = 74
BUILDABLE LOTS = 65
RESIDENTIAL LOTS = 62
COMMERCIAL LOTS = 3
LIFT STATION LOTS = 1
PUBLIC PARK LOTS = 5
LANDSCAPE LOTS = 2
DETENTION POND LOTS = 1
TxDOT NOTES:
1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT -OF -WAY,
THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SET-BACK AND/OR SOUND
ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION.
2. OWNER/DEVELOPER IS RESPONSIBLE FOR PREVENTING ANY ADVERSE IMPACT TO
THE EXISTING DRAINAGE SYSTEM WITHIN THE HIGHWAY RIGHT -OF -WAY.
3. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE
REGULATED AS DIRECTED BY "REGULATIONS FOR ACCESS DRIVEWAYS TO STATE
HIGHWAYS ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF 1
ACCESS POINT TO IH 35, BASED ON THE OVERALL PLATTED FRONTAGE OF 279 FEET.
4. IF SIDEWALKS ARE REQUIRED BY APPROPRIATE CITY ORDINANCE, A SIDEWALK
PERMIT MUST BE APPROVED BY TxDOT, PRIOR TO CONSTRUCTION WITHIN STATE
RIGHT -OF -WAY. LOCATIONS OF SIDEWALKS WITHIN STATE RIGHT -OF -WAY SHALL BE
DIRECTED BY TxDOT.
5. ANY TRAFFIC CONTROL MEASURES (LEFT -TURN LANE, RIGHT-TURN LANE SIGNAL,
ETC.) FOR ANY ACCESS FRONTING A STATE MAINTAINED ROADWAY SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER /OWNER.
FLOOD PLAIN NOTE:
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48091 C044OF
DATED SEPTEMBER 2, 2009, THE SUBJECT PROPERTY IS LOCATED IN ZONE "X"
AND IS NOT WITHIN THE 100 -YEAR FLOOD PLAIN.
NOTE:
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECTED TO
FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
N.B.U. NOTES:
• MAINTENANCE OF DEDICATED UTILITY EASEMENTS IS THE RESPONSIBILITY
OF THE PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION
OF IT, INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECT TO /z G o O #SG
AND SHALL NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE LO7, y y '' -t ap
EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS �-p U� �GOZ <��
GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS �a NG1't� t��f 06o c<
o°p2�9� rc�
U> (p
SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE cn < %,
PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER
`'v
GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE. ao0<2, 2� �Z,F
WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR
ANY PART OF IT.
• UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE \
DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS
EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND
SERVICE. I.R.S.
• UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE \
FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A
FENCED AREA. 9
• EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENT /S AND ITS
DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. \
• DO NOT COMBINE ANY NEW UTILITY EASEMENTS (UE) WITH DRAINAGE t2
EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY p Cl
EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS ap
UTILITIES. A
THIS PLAT OF CYPRESS POINT, UNIT 1 HAS BEEN SUBMITTED AND v� �
APPROVED BY NE BRAUNFELS UTILITIES FOR RECORDING ON //DAY ``.
OF /�/ 20�. �d) \c
BY: ��
NEW BRAU ELS UTILITIES
THIS PROPOSED DEVELOPMENT PLAT HAS BEEN REVIEWED AND APPROVED BY THE O;
CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT y
PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF O�;
CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT
APPLICATION AT THE THEN CURRENT FEE SCH E. 7
AGENT FOR CIBOLO CREEK MUNIC UTHORITY
OWNER NAME: LA SALLE PARTNERS, LTD.
LA SALLE PARTNERS, GP., LLC.
JOHN KECK, MANAGER
OWNER INFO: ADDRESS: 303 STRATFORD
LAREDO, TX 78041
PHONE #: (956) 286 -3676
1 (WE) THE UNDERSIGNED, OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
CYPRESS POINT, UNIT 1 SUBDIVISION TO THE CITY 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 AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
STATE OF TEXAS OW JOHN KECK, MANAGER
COUNTY OF
BEFOG �THORITY. ON WN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED T
THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSE
AND CONSIDERATIONS THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THINIAY OF �� f 2011.
NOTARY PUBLIC
I�
�•Zb12.(���� � i rt
s
��,\�\
G/
BRIAN K. WETZ \ \/ s
(VOL. 908, PG. 14 D.R.C.C.T.) G \�
89.818 ACRES GN�RSZ P
PROPERTY I.D.: 75446 GRAPHIC "s \ 071
,T\y
ECKHARDT ROAD R.O.W. DEDICATION O T�
TO THE CITY OF SCHERTZ ` SCALE y\p�
20' UTILITY (0.461 AC.) 20' UTILITY p 50 00
EASEMENT EASEM7VT R.O.W. 100
__ (TYP.) _ECKHARDT ROAD
(TYP.) - �D
g LR.F..� 1 Q S8° 36' 25 "E 1465.24' 1 ua VARIABLE WIDTH R.O.W. ° OLD R.O.W. PROJECT
- - Q S01!' 31 204.65' 31 1123.14' R. W.
(IN FEET) LOCATION CITY OF SCHERTZ
12.75' s N14° 42' 14"W I v 15 114.01' 81.92' 69.27' 69.27' 72.16' 1 inch = 100 ft.
W. DEDICATION TO U \. 12.95' - I N \ ,1
15.84' - -- 194.18'------- - - - -�- - ------ -- - - - - -- - - - - - -- - - - - - -- - - - - - - - - -- LJ Ov i/ r11
CITY OF SCHERTZ y� �G \)
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9 \ 25 \ 00 �> o° y sw° w° 9 o i P� sG \
'op 66 \' 59 0; yc� 'v 8 `'� s` G\) PO
wp 5'\ 24 16 \\ n� nw s >> \\ yp5 1� L 16 1& ��� i -0 �z ass
52$ \\ `� �� \ 16 6ryti ap 6 a t< _ _ - _ CITY OF SCHERTZ
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BLOCKS \ \s sue• s�s< G1 G \, __------ �__ -J�- ��__ ' "1 LOCATION MAP
5°� \ O, \\ ,' \\ j 1 , I NOT TO SCALE
6
LEGEND:
I> gyp$ ,' \ I V/ \\ + I.R.F. = FOUND 1/2" IRON ROD
6g 06 `\ mss. ��' / �/' �\ ,'1 \°o� } I.R.S. = SET 1/2" IRON ROD
CLEARWATER REAL �� s°y!`\ \ C7 / ,' 1� �' ? ESMT. = EASEMENT
ESTATE, LLC. tiQ \ / ,' \ 1 ELEC. = ELECTRIC
(COMAE DOC. NO. FND MAG �• 10 ',��� /''/ /' , /'� \ I <O ` TEL. = TELEPHONE
200706045571 NAIL IN i 5 19 SF, °6'• /' /' \y //' 1 ,' 1 \ O i� CATV =CABLE TELEVISION
O BSL = BUILDING SETBACK LINE
8.956 ACRES / PROPERTY ASPHALT sy 4 , /'s6�ti i 1669ti �/ O\Y\,��� /'' PUBLIC /''' 1 1 \\ c9`$�oo ROW = RIGHT -OF -WAY
ID: 107358 '/w `'p /' / `� / ti�Py /' PARK '� 1 w IN \\ �O to y`n", FCP =FENCE CORNER PIN
// 1 y \ i . N per\ 2 1' VNAE = 1 FOOT VEHICULAR NON - ACCESS EASEMENT
BLOCK 4 �/' N 1 \\ o��� ss ® FOUND TXDOT MONUMENT
Q FOUND FENCE CORNER
�J \G QO FOUND MAG NAIL IN ASPHALT
00 3 yd g�/' �jCj� �� ,/ GS�pj� p0 i' 1 2 1 \ Q ALL SET PINS ARE 1/2" REBAR WITH A
' \�O��G�G 3 YELLOW PLASTIC CAP STAMPED "FORD
Q / as, I \ J\ �� , ENG. INC.'
cs1 \ \ \ \� a , G \� �� \ ��� ,''' NSF 1 i \\ ��Py�`��y�' - - - - - EASEMENT
ylk / Q W 2� 1 99.16'
J ' 9 1 14° 42' 14' \ /
41 e• \ N (2� \\ �i G - - - BUILDING SETBACK
Zs 1" 35' _ i G.E.T.TV GAS, ELECTRIC, TELEPHONE, TELEVISION
1y�1 mw o� 1 I `'a -788)- EXISTING CONTOURS
• BEGIN /END CURVE
D� �a BLOCK 1 �/ 96 / ,'y \ \\ .> >''o 'o> `\ /' cam`\ r`°A �6. �i o C,
i'/�,\ /\�\\ �p �j� '"> \ /i 7/ C23 2� Qcri
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2 �� �s 50' ° 14'' ENGINEERING
/ \ N15
\ �\ \ \\ 1\ 25' 25 / 110.27' o INC.
� v ' 39 0 0 ENGINEERING ' PLANNING DEVELOPMENT
N 1 10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217
\ I If
F j°6, \�w I ' I PROJECT #: 2305.00 DATE: OCTOBER 18,2011
-7 d. !y / 6h 9° i a \ � N14° 42' 14 'w co
`rF F/y9Q \\ / // \ \\ sp /' 1�y o5° \ \ 1, rn 123.99' TEL: 210 590 -4777 FAX: 210 590 -4940
co N 1 ( ) ( )
titi0 ti/ p , SN ry6ti , s \ \/ / 16 J `G��c 6ti0� Ys> 0 1 \\ v 1 I I a I o ti - www.fordengineering.com
\` / py w. 0
TBPE No. F -1162
� w 1 � I 1 `r' 1 20' UTILITY r
1 I I EASEMENT N
m 2 0 1 I I _ THIS PLAT OF THE CYPRESS POINT, UNIT 1 SUBDIVISION HAS BEEN SUBMITTED TO AND
�_ _ / rn 1 w' 1� - - - - J 209B.S.L.
920' CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ,
3 �p - .2� 00 ° 1
i' i 't r 280.38'
L '0 e // / �u , \/ / C48 �� z 25, g S.L. z _ _ _ y^ c2S - N14° 42' 1a'PI ' TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION.
moo j ' PARK ��°,is' �� �� \ _ _ _ - 60.00' a° coo LO G jcn J N1a_ _42is'_w -- - _ -_ - -.1 I�
' \ ' i / i / <•/ <3 77.03' �A
137 03' ,, T• DATED THIS DAY OF o�. lxr 2010
�4a C44 -N1a° az' 1a•w 1_ �- - DEVONWOO� S
236.x' - -1 �iw►��,.�,,.�L
��� O \16 I L33 - - -.- _ ^ N14 °42'14"W 1081.19' 63.00' _ -_- _ -_
/ \�1 " 63.00' m I BY: CHAIRPERSON
\G �5 \ a 63.00' _
"� y0 / / \ U GD.\ C40 63.00' - - - - 20' UT LII N
4 , yQJ �\,�� QG 5 a� /' \ 16.30' 63.00' _ _ - - - _ - - - - w EASEMENT 13 w I
/ \( p 1 �� 5� 1A() / \� 45 _ _ 25' B.S.L. w 12 a SECRETARY
G '\� \,`L �� cas �� - -- w 10 w 11 N DETENTION POND I
yy / , _ w N v
C54 -
09 , , / i\ �P� /, / i .jA W N v 9 rn
7 O z z
�3b.'' ,,' �s�\ 18yy�' /,'L0s\ ` Z Z z 236.00' I FINAL SUBDIVISION PLAT OF:
RAINAGE EA MENT _ _ _ 63.00'
'o z - 6 - 63.00• 63.00'
\ \ \/' 16'SANITARY s� / S� 2 BLOCK 2_ ? - - - -- 3.00'
63.00' CYPRESS POINT, UNIT 1
�s \ \ - - s3.00' 14 W 1607.39'
v\ \ SEWER 6 \ _ 102.93' ° BARBARA A WRIGHT et al 31.576 ACRES, SITUATED IN THE C.M. GAHAGAN JR. SURVEY No. 258,
\ \ EASEMENT y / 17.60' N14 42' TRACT 1
353.32'
i (DOC 200906025647) ABSTRACT No. 182, COMAL COUNTY, TEXAS, BEING A PORTION OF
MATCH LINE "A" 3.065 ACRES I THAT CERTAIN TRACT OF LAND CALLED TO CONTAIN 87.76 ACRE
1. S. �-t STATE OF TEXAS TRACT OF LAND AND A RE- SURVEY CONTAINING 87.735 ACRES
\ \ G� i ' o's COUNTY OF BEXAR PROPERTY ID: 7547 CONVEYED TO LAREDO TANGLEWOOD PARTNERS LTD. RECORDED
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE IN VOLUME 2047, PAGE 670 OF THE OFFICIAL PUBLIC RECORDS OF
(r \ \ uF <G 'p �N _ J TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE
\ \ �� °owe, GROUND BY: REX HACKETT, R.P.L.S. GUADALUPE COUNTY, TEXAS AND DOCUMENT No. 200406032823 OF
, 2 >`� ulp, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS
O. kp w \ OF T STATE OF TEXAS
� LI P�� E COUNT YOFCOMAL
GIP qp
�'�
COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY
REX L. HACKETT
RE L. HACKETT, R.P.. . R.P.L.S. No. 5573 THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF
J
C) '..A21 SHEET 1 1 SHEET 2 ,0 5573 v REGISTERED PROFESSIONAL LAND SURVEYOR
� •�FESS \O�. ,'`
'� •.•, A.D. 20 AT . A M, AND DULY RECORDED THE DAY OF nAA
� S
INDEXMAP A.D. 20 $: 21 A M, IN THE RECORDS OF�i OF SAID COUNTY, IN BOOK
STATE OF TEXAS ' /�/-
STATE OF TEXAS SCALE: N.T.S. COUNTY OF�A^ 44pe �' ` 1 IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL
COUNTY OF BEXAR
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION M
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PLAT CONFORMS TO ALL THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH SEAL OF OFFICE, THIS DAY OF //C A.D. 20,a
PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. THIS APPROVAL IS REQUIRED.
DATED THIS / / W DAY OF A.D., 20 Z
O Pt E O F T f l\\ E O.F.r F 04,,. a /KK�L
S
COUNTY CLERK, COMAL COUNTY, TEXAS
.. BY:
MICHAEL L. PERRY L.C. DUBLIN
•?�. •. MICHAEL L. PER P.E. 9 _0 38924
90259 P.E. No. 9025 �-
O� O .4v REGISTERED PROFESSIONAL ENGINEER o C
FS 7CEN5�•G\ OF• /CENSE 1�
S�ONAL EN SS�ONALE�G
CITY ENGINEER
PREPARATION DATE: OCTOBER 18, 2011 SHEET 1 OF 3
GENERAL NOTES:
1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983/93, SOUTH CENTRAL ZONE.
2. DISTANCES SHOWN ARE SURFACE DISTANCES IN U.S. SURVEY FEET. THE SCALE
FACTOR IS 0.999860019597.
3. COORDINATES SHOWN HEREON ARE TEXAS STATE PLANE GRID COORDINATES -
SOUTH CENTRAL ZONE. COORDINATES EXPRESSED IN U.S. SURVEY FEET (NAD83).
4. ELEVATION FOR THIS SURVEY ARE BASED UPON NORTH AMERICAN VERTICAL
DATUM OF 1988, NAVD88, GPS COOPERATIVE COORS STATION
DESIGNATION -FORD ENG COOP CORS ARP, PID- DE6233. PID ORTHOMETRIC
ELEVATION = 836.55 DETERMINED BY GEOID03
5. ALL PRIVATE OPEN SPACE,COMMON AREA, GREENBELTS, DRAINAGE EASEMENTS,
DETENTION PONDS ETC ARE THE RESPONSIBILITY OF THE DEVELOPER, HOME
OWNERS ASSOCIATION (H.O.A.) OR ITS ASSIGNS.
BLOCK 1: LOT 10
BLOCK 3: LOT 1
6. 1/2" REBAR SET AT ALL CORNERS W/ YELLOW PLASTIC CAP STAMPED "FORD ENG,
INC. ", UNLESS OTHERWISE NOTED.
7. THE PROPOSED 10.503 ACRES OF PARKLAND TO BE DEDICATED TO THE CITY OF
SCHERTZ WILL BE DEDICATED BY GENERAL WARRANTY DEED UPON ACCEPTANCE
OF THE SUBDIVISION BY THE CITY.
8. ALL OF THIS SUBDIVISION IS WITHIN THE CITY LIMITS.
9. TOTAL NUMBER OF LOTS = 74
BUILDABLE LOTS = 65
RESIDENTIAL LOTS = 62
COMMERCIAL LOTS = 3
LIFT STATION LOTS = 1
PUBLIC PARK LOTS = 5
LANDSCAPE LOTS = 2
DETENTION POND LOTS = 1
TxDOT NOTES:
1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT -OF -WAY,
THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SET -BACK AND /OR SOUND
ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION.
2. OWNER /DEVELOPER IS RESPONSIBLE FOR PREVENTING ANY ADVERSE IMPACT TO
THE EXISTING DRAINAGE SYSTEM WITHIN THE HIGHWAY RIGHT -OF -WAY.
3. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE
REGULATED AS DIRECTED BY "REGULATIONS FOR ACCESS DRIVEWAYS TO STATE
HIGHWAYS ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF 1
ACCESS POINT TO IH 35, BASED ON THE OVERALL PLATTED FRONTAGE OF 279 FEET.
4. IF SIDEWALKS ARE REQUIRED BY APPROPRIATE CITY ORDINANCE, A SIDEWALK
PERMIT MUST BE APPROVED BY TxDOT, PRIOR TO CONSTRUCTION WITHIN STATE
RIGHT -OF -WAY. LOCATIONS OF SIDEWALKS WITHIN STATE RIGHT -OF -WAY SHALL BE
DIRECTED BY TxDOT.
5. ANY TRAFFIC CONTROL MEASURES (LEFT -TURN LANE, RIGHT -TURN LANE SIGNAL,
ETC.) FOR ANY ACCESS FRONTING A STATE MAINTAINED ROADWAY SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER /OWNER.
FLOOD PLAIN NOTE:
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48091 C0440F
DATED SEPTEMBER 2, 2009, THE SUBJECT PROPERTY IS LOCATED IN ZONE "X"
AND IS NOT WITHIN THE 100 -YEAR FLOOD PLAIN.
NOTE:
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECTED TO
FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
N.B.U. NOTES:
• MAINTENANCE OF DEDICATED UTILITY EASEMENTS IS THE RESPONSIBILITY
OF THE PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION
OF IT, INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECT TO
AND SHALL NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE
EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS
GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS
SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE
PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER
GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE,
WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR
ANY PART OF IT.
• UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE
DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS
EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND
SERVICE.
• UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE
FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A
FENCED AREA.
• EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENT /S AND ITS
DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES.
• DO NOT COMBINE ANY NEW UTILITY EASEMENTS (UE) WITH DRAINAGE
EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY
EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS
UTILITIES.
THIS PLAT OF CYPRESS POINT, UNIT 1 HAS BEEN SUBMITTED AND
APPROVED BY NEW BRAUNFELS UTILITIES FOR RECORDING ONL//DAY
OF • 4 ft0L%IN , 20 //.
BY: e
NEW BRAUNF LS UTILITIES
THIS PROPOSED DEVELOPMENT PLAT HAS BEEN REVIEWED AND
APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR
WASTEWATER TREATMENT PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO
THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL
OF BUILDING PERMIT APPLICATION AT THE THEN CURRENT FEE SCHEDULE.
�2� lgl
AGENT FOR CIBOLO CREEK NICI THORITY
OWNER NAME: LA SALLE PARTNERS, LTD.
LA SALLE PARTNERS, GP., LLC.
JOHN KECK, MANAGER
OWNER INFO: ADDRESS: 303 STRATFORD
LAREDO, TX 78041
PHONE #: (956) 286 -3676
1 (WE) THE UNDERSIGNED, OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
CYPRESS POINT, UNIT 1 SUBDIVISION TO THE CITY 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 AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
STATE OF TEXAS OWNER JOHN KECK, MANAGER
COUNTY OF Ub% 0
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BEFO THE UND GNED UTHORITY, ON THIS DAY PERSONALLY APPEARED
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AND CONSIDERATIONS THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS"��� DAY OF � � 2011.
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= SET 1/2" IRON ROD
BEFO THE UND GNED UTHORITY, 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 STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS"��� DAY OF � � 2011.
•Ql�r!
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_ -_ -- -
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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 BY: REX HACKETT, R.P.L.S.
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BARBARA A. WRIGHT et al
ooh
TRACT 2 DOC
\\ \\
200906025647
\ \
18.0 ACRES
\ `
PROPERTY ID: 75471
\\ \\
\
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 BY: REX HACKETT, R.P.L.S.
STE
....
................. .
REX L. HACKETT -
. • • • • .. , ......... R L. HACKETT, R.P.L.S. R.P.L.S. No. 5573
( •qp 5573 v, REGISTERED PROFESSIONAL LAND SURVEYOR
4�ti0 eso�l0�
STATE OF TEXAS
COUNTY OF BEXAR
1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT
PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
MICHAEL L. PERRY
• 90259 MICHAEL L. PERR , P.E. P.E. No. 90259
O • <<, REGISTERED PROFESSIONAL ENGINEER
FSS O A 5 ��G�
_141
LOCATION MAP
NOT TO SCALE
MATCH LINE "A"
CITY OF SCHERTZ
INDEX MAP
SCALE: N.T.S.
r, FORD
= ENGINEERING
INC.
ENGINEERING PLANNING DEVELOPMENT
10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217
PROJECT #: 2305.00 DATE: OCTOBER 18, 2011
TEL: (210) 590 -4777 FAX: (210) 590 -4940
www.fordengineering.com
TBPE No. F -1162
HEET 2
J P� at
THIS PLAT OF THE CYPRESS POINT, UNIT 1 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 L�k DAY OF � 2014
BY: CHAIRPERSON W1N
SECRETARY ,
FINAL SUBDIVISION PLAT OF:
CYPRESS POINT, UNIT I-
31.576 ACRES, SITUATED IN THE C.M. GAHAGAN JR. SURVEY No. 258,
ABSTRACT No. 182, COMAL COUNTY, TEXAS, BEING A PORTION OF
THAT CERTAIN TRACT OF LAND CALLED TO CONTAIN 87.76 ACRE
TRACT OF LAND AND A RE- SURVEY CONTAINING 87.735 ACRES
CONVEYED TO LAREDO TANGLEWOOD PARTNERS, LTD. RECORDED
IN VOLUME 2047, PAGE 670 OF THE OFFICIAL PUBLIC RECORDS OF
GUADALUPE COUNTY, TEXAS AND DOCUMENT No. 200406032823 OF
THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS
STAT OF TEXAS
COUN F COMAL
COUNTY CLERK`gF SAID COUNTY, DO HEREBY CERTIFY
THAT THIS PLAT WAS KFOR RE CORD IN MY OF %EON E
A.�2 0 AT M, AND DULY REC
STATE OF TEXA
COUNTY OF "JILPG A.D. 20 AT
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION VOLUME
PLAT CONFORMS TO ALL THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH
THIS APPROVAL IS REQUIRED. may/
./ /•N � SEAL OF OFFICE, THIS
DATED THIS / DAY OF J01111, A.D., 20L
OF T Fk
L.C. DUBLIN
q��
•••..••��. /ONAL _g�
011
CITY ENGINEER
DAY
DAY OF
M, IN E RECORDS OF OF SAID COUNTY,'
PAGE IN TESTIMONY WHERE WITNESS MY HAND AND
DAY OF A.D. 20.
COUNTY CL , COMAL COUNTY, TEXAS
PREPARATION DATE:
OCTOBER 18, 2011
SHEET 2 OF 3
\
\
\
STE
....
................. .
REX L. HACKETT -
. • • • • .. , ......... R L. HACKETT, R.P.L.S. R.P.L.S. No. 5573
( •qp 5573 v, REGISTERED PROFESSIONAL LAND SURVEYOR
4�ti0 eso�l0�
STATE OF TEXAS
COUNTY OF BEXAR
1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT
PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
MICHAEL L. PERRY
• 90259 MICHAEL L. PERR , P.E. P.E. No. 90259
O • <<, REGISTERED PROFESSIONAL ENGINEER
FSS O A 5 ��G�
_141
LOCATION MAP
NOT TO SCALE
MATCH LINE "A"
CITY OF SCHERTZ
INDEX MAP
SCALE: N.T.S.
r, FORD
= ENGINEERING
INC.
ENGINEERING PLANNING DEVELOPMENT
10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217
PROJECT #: 2305.00 DATE: OCTOBER 18, 2011
TEL: (210) 590 -4777 FAX: (210) 590 -4940
www.fordengineering.com
TBPE No. F -1162
HEET 2
J P� at
THIS PLAT OF THE CYPRESS POINT, UNIT 1 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 L�k DAY OF � 2014
BY: CHAIRPERSON W1N
SECRETARY ,
FINAL SUBDIVISION PLAT OF:
CYPRESS POINT, UNIT I-
31.576 ACRES, SITUATED IN THE C.M. GAHAGAN JR. SURVEY No. 258,
ABSTRACT No. 182, COMAL COUNTY, TEXAS, BEING A PORTION OF
THAT CERTAIN TRACT OF LAND CALLED TO CONTAIN 87.76 ACRE
TRACT OF LAND AND A RE- SURVEY CONTAINING 87.735 ACRES
CONVEYED TO LAREDO TANGLEWOOD PARTNERS, LTD. RECORDED
IN VOLUME 2047, PAGE 670 OF THE OFFICIAL PUBLIC RECORDS OF
GUADALUPE COUNTY, TEXAS AND DOCUMENT No. 200406032823 OF
THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS
STAT OF TEXAS
COUN F COMAL
COUNTY CLERK`gF SAID COUNTY, DO HEREBY CERTIFY
THAT THIS PLAT WAS KFOR RE CORD IN MY OF %EON E
A.�2 0 AT M, AND DULY REC
STATE OF TEXA
COUNTY OF "JILPG A.D. 20 AT
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION VOLUME
PLAT CONFORMS TO ALL THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH
THIS APPROVAL IS REQUIRED. may/
./ /•N � SEAL OF OFFICE, THIS
DATED THIS / DAY OF J01111, A.D., 20L
OF T Fk
L.C. DUBLIN
q��
•••..••��. /ONAL _g�
011
CITY ENGINEER
DAY
DAY OF
M, IN E RECORDS OF OF SAID COUNTY,'
PAGE IN TESTIMONY WHERE WITNESS MY HAND AND
DAY OF A.D. 20.
COUNTY CL , COMAL COUNTY, TEXAS
PREPARATION DATE:
OCTOBER 18, 2011
SHEET 2 OF 3
GENERAL NOTES:
1. BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM OF 1983/93, SOUTH CENTRAL ZONE.
2. DISTANCES SHOWN ARE SURFACE DISTANCES IN U.S. SURVEY FEET. THE SCALE
FACTOR IS 0.999860019597.
3. COORDINATES SHOWN HEREON ARE TEXAS STATE PLANE GRID COORDINATES -
SOUTH CENTRAL ZONE. COORDINATES EXPRESSED IN U.S. SURVEY FEET (NAD83).
4. ELEVATION FOR THIS SURVEY ARE BASED UPON NORTH AMERICAN VERTICAL
DATUM OF 1988, NAVD88, GPS COOPERATIVE COORS STATION
DESIGNATION -FORD ENG COOP CORS ARP, PID- DE6233. PID ORTHOMETRIC
ELEVATION = 836.55 DETERMINED BY GEOID03
5. ALL PRIVATE OPEN SPACE,COMMON AREA, GREENBELTS, DRAINAGE EASEMENTS,
DETENTION PONDS ETC ARE THE RESPONSIBILITY OF THE DEVELOPER, HOME
OWNERS ASSOCIATION (H.O.A.) OR ITS ASSIGNS.
BLOCK 1: LOT 10
BLOCK 3: LOT 1
6. 1/2" REBAR SET AT ALL CORNERS W/ YELLOW PLASTIC CAP STAMPED "FORD ENG,
INC. ", UNLESS OTHERWISE NOTED.
7. THE PROPOSED 10.503 ACRES OF PARKLAND TO BE DEDICATED TO THE CITY OF
SCHERTZ WILL BE DEDICATED BY GENERAL WARRANTY DEED UPON ACCEPTANCE
OF THE SUBDIVISION BY THE CITY.
8. ALL OF THIS SUBDIVISION IS WITHIN THE CITY LIMITS.
9. TOTAL NUMBER OF LOTS = 74
BUILDABLE LOTS = 65
RESIDENTIAL LOTS = 62
COMMERCIAL LOTS = 3
LIFT STATION LOTS = 1
PUBLIC PARK LOTS = 5
LANDSCAPE LOTS = 2
DETENTION POND LOTS = 1
TxDOT NOTES:
1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT -OF -WAY,
THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SET -BACK AND /OR SOUND
ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION.
2. OWNER /DEVELOPER IS RESPONSIBLE FOR PREVENTING ANY ADVERSE IMPACT TO
THE EXISTING DRAINAGE SYSTEM WITHIN THE HIGHWAY RIGHT -OF -WAY.
3. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE
REGULATED AS DIRECTED BY "REGULATIONS FOR ACCESS DRIVEWAYS TO STATE
HIGHWAYS ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF 1
ACCESS POINT TO IH 35, BASED ON THE OVERALL PLATTED FRONTAGE OF 279 FEET.
4. IF SIDEWALKS ARE REQUIRED BY APPROPRIATE CITY ORDINANCE, A SIDEWALK
PERMIT MUST BE APPROVED BY TxDOT, PRIOR TO CONSTRUCTION WITHIN STATE
RIGHT -OF -WAY. LOCATIONS OF SIDEWALKS WITHIN STATE RIGHT -OF -WAY SHALL BE
DIRECTED BY TxDOT.
5. ANY TRAFFIC CONTROL MEASURES (LEFT -TURN LANE, RIGHT -TURN LANE SIGNAL,
ETC.) FOR ANY ACCESS FRONTING A STATE MAINTAINED ROADWAY SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER /OWNER.
FLOOD PLAIN NOTE:
ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48091 C0440F
DATED SEPTEMBER 2, 2009, THE SUBJECT PROPERTY IS LOCATED IN ZONE "X"
AND IS NOT WITHIN THE 100 -YEAR FLOOD PLAIN.
NOTE:
SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A
VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECTED TO
FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS.
N.B.U. NOTES:
• MAINTENANCE OF DEDICATED UTILITY EASEMENTS IS THE RESPONSIBILITY
OF THE PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION
OF IT, INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECT TO
AND SHALL NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE
EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS
GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS
SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE
PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER
GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE,
WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR
ANY PART OF IT.
• UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE
DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS
EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND
SERVICE.
• UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE
FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A
FENCED AREA.
• EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENT /S AND ITS
DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES.
• DO NOT COMBINE ANY NEW UTILITY EASEMENTS (LIE) WITH DRAINAGE
EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY
EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS
UTILITIES.
THIS PLAT OF CYPRESS POINT, UNIT 1 HAS BEEN SUBMITTED AND
APPRQYED BY NEW BRAUNFELS UTILITIES FOR RECORDING ON // DAY
OF % h , 20L.
a
BY: (
NEW BRAUNFELS UTILITIES
I
REAR It
_� 7.5' BSL
m SIDE
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NOT TO SCALE
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Direction
ESM'T.
I
ESM'T:
I
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L2
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ELECTRIC METER
62.14'
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L --
110.63'
0 -5' MAX. FROM
1_5
r
N13- 27'39"W
L6
CORNER OF
S76" 32' 21 "W
L7
w
CIE
HOUSE
88.96'
a
Z
48.18'
N14° 42'14"W
I 0
J �I
S75° 17'46"W
- - - -�
115.92'
S75° 17'46"W
I
I
I 2 -1/2'
I EITHER SIDE
S14' 42' 14 "E
I
I OF METER
S080 31'29"E
-r--
63.87'
S40" 22' 39 "E
--
I LOT
LOT I
L17
8.95'
I B
A I
92.71'
S75° 17'46"W
PROPERTY LINE
54.03'
N07' 16'01"E
(STREET SIDE)
20' UTILITY
S75° 17'46"W
L21
EASEMENT
TYPICAL E.T.TV. EASEMENT DETAIL
THIS PROPOSED DEVELOPMENT PLAT HAS BEEN REVIEWED AND
APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR
WASTEWATER TREATMENT PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO
THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL
OF BUILDING PERMIT APPLICATION AT THE THEN CURRENT FEE SCHEDULE.
AGENT FOR CIBOLO CREEK AUTHORITY
OWNER NAME: LA SALLE PARTNERS, LTD.
LA SALLE PARTNERS, GP., LLC.
JOHN KECK, MANAGER
OWNER INFO: ADDRESS: 303 STRATFORD
LAREDO,TX 78041
PHONE #: (956) 286 -3676
1 (WE) THE UNDERSIGNED, OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE
CYPRESS POINT, UNIT 1 SUBDIVISION TO THE CITY 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 AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
*$%.v OWNER JOHN ` K, MANAGER
STATE OF TEXAS
COUNTY OF
BE���E UN4RSIG �D AUTHORITY, ON THIS DAY PERSONALLY APPEARED
K KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO
THE FOREGOING W4STRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES
AND CONSIDERATIONS THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS .111%r DAY OF 2011.
earra� war ft x ROFTfxAa NOTARY PUBLIC
E>was:
06 -29 -2014
NOT TO SCALE
TYPICAL EASEMENT ON ALL INTERIOR LOT LINES
STATE OF TEXAS
COUNTY OF BEXAR
Line Table
Line #
Length
Direction
L1
20.54'
S09' 07' 18 "E
L2
114.29'
S80" 52' 42 "W
L3
62.14'
S12' 58' 13 "E
L4
110.63'
S75' 17'46"W
1_5
1.68'
N13- 27'39"W
L6
50.00'
S76" 32' 21 "W
L7
5.44'
S14° 42' 14 "E
1_8
88.96'
N13' 27' 39 "W
1_9
48.18'
N14° 42'14"W
L10
160.00'
S75° 17'46"W
L11
115.92'
S75° 17'46"W
L13
3.17'
S14' 42' 14 "E
L14
30.82'
S080 31'29"E
L15
63.87'
S40" 22' 39 "E
L16
32.70'
N750 17' 46 "E
L17
8.95'
S75° 17' 46 "W
L18
92.71'
S75° 17'46"W
L19
54.03'
N07' 16'01"E
L20
94.00'
S75° 17'46"W
L21
46.08'
S22' 18' 58 "W
L22
30.01'
S53- 05' 55 "W
L23
57.22'
S75° 17'46"W
L24
57.01'
N53° 05' 55 "E
L25
61.00'
S13" 27'39-E
L26
60.44'
S13° 27' 39 "E
L27
38.52'
N36° 54'05"W
L28
92.73'
S75° 17'46"W
L29
55.00'
S75° 17'46-W
L30
14.74'
S80' 52'42"W
L31
18.35'
N80' 52'42"E
L32
41.59'
S19- 51' 20 "W
L33
31.64'
S19' 51'20"W
L34
48.79'
N45° 47'29"W
L35
23.67'
N45° 47' 29 "W
L36
62.50'
N44° 12'31"E
L37
64.89'
N44° 12'31"E
L38
108.12'
N45° 47' 29 "W
L39
110.98'
N450 47'29"W
L40
50.06'
N45° 47' 29 "W
L41
49.22'
N14o 42'14"W
L42
56.81'
N30' 56'26"E
L43
56.54'
N30- 56' 26 "E
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 BY: REX HACKETT, R.P.L.S.
OF
*.:*q "I W Rio
........................
REX L. HACKETT REX L. HACKETT,
.... • • • .... , R.P.L.S. R.P.L.S. No. 5573
5573 ; REGISTERED PROFESSIONAL LAND SURVEYOR
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.
PS E. O.F. • rF (.
c� 7`p
........................
MICHAEL L. PERRY
. 90259 MICHAEL L. RRY, P.E. P.E. No. 90259
O • <v REGISTERED PROFESSIONAL ENGINEE
FSS / C E N• 5 E aC'�?
Curve Table
Curve #
Length
Radius
Delta
Tangent
Chord Bearing
Chord
C1
44.89'
25.00'
102' 52'29"
31.36'
S02° 54'21"W
39.10'
C2
38.16'
25.00'
087'27' 14"
23.91'
N87° 44'29"E
34.56'
C3
83.78'
175.00'
027° 25'47"
42.71'
S570 43'45"W
82.98'
C4
34.89'
25.00'
079° 58' 08"
20.97'
N31° 27' 35 "E
32.13'
C5
24.92'
830.00'
001* 43'13"
12.46'
S09" 23'05"E
24.92'
C6
377.48'
548.00'
039' 28'02"
196.57'
N28- 51' 19 "W
370.06'
C7
40.41'
25.00'
092' 36' 11"
26.16'
S02° 17'14"E
36.15'
C8
8.78'
548.00'
000° 55' 06"
4.39'
N09' 34'51"W
8.78'
C9
69.38'
548.00'
007' 15'16"
34.74'
N13'40' 02 "W
69.34'
C10
63.55'
548.00'
006' 38'41"
31.81'
N20' 37'00"W
63.52'
C11
61.90'
548.00'
0060 28' 20"
30.99'
N27- 10' 31 "W
j 61.87'
C12
60.03'
548.00'
0060 16' 35"
30.05'
N33' 32'59"W
60.00'
C13
60.21'
548.00'
006' 17'43"
30.14'
N39° 50'08"W
60.18'
C14
53.61'
548.00'
005' 36' 20"
26.83'
N45' 47' 10 "W
53.59'
C15
37.25'
125.00'
017' 04' 30"
18.77'
S52' 33' 04 "W
37.11'
C16
48.17'
25.00'
1100 23' 15"
35.96'
N63- 43' 06 "W
41.05'
C17
335.66'
488.00'
039° 24' 36"
174.78'
N28° 49' 36 "W
329.08'
C18
38.08'
25.00'
087' 16'57"
23.84'
S87" 49' 38 "W
34.51'
C19
128.14'
236.00'
031' 06' 37'
65.69'
N59' 44' 28 "E
126.57'
C20
39.27'
25.00'
090' 00' 00"
25.00'
S30' 17'46"W
35.36'
C21
39.27'
25.00'
090' 00'00"
25.00'
S59° 42' WE
35.36'
C22
9.45'
10.00'
054' 07' 35"
5.11'
N48° 13'59"E
9.10'
C23
251.88'
50.00'
288' 37'44"
35.91'
N14' 30'57"W
58.33'
C24
9.51'
10.00'
054' 30'09"
5.15'
N77' 27' 09 "W
9.16'
C25
39.27'
25.00'
090° 00'00"
25.00'
S30' 17'46"W
35.36'
C26
140.68'
50.00'
161' 12'40"
302.21'
N78" 13'29"W
98.66'
C27
37.71'
50.00'
043° 12' 54"
19.80'
1 N23- 59' 18 "E
36.82'
C28
51.84'
50.00'
059° 24' 10"
28.52'
N75° 17'51-E
49.55'
C29
21.64'
50.00'
024' 47' 59"
10.99'
S62° 36'04"E
21.47'
C30
31.42'
20.00'
090' 00'00"
20.00'
S590 42' WE
28.28'
C31
188.65'
151.00'
071' 34'59"
108.87'
N68° 54'45"W
176.62'
C32
44.12'
151.00'
016' 44' 30"
22.22'
S83' 40' 01 "W
43.96'
C33
38.06'
151.00'
0140 26' 25"
19.13'
N80' 44' 32 "W
37.96'
C34
106.47'
151.00'
0400 24' 04"
55.56'
N53° 19'17"W
104.28'
C35
48.54'
151.00'
018' 25'01"
24.48'
N23° 54' 45 "W
48.33'
C36
29.16'
101.00'
016' 32' 25"
14.68
N22' 58'27"W
29.06'
C37
129.49'
101.00'
1 073' 27'35"
75.36'
N67° 58'27"W
120.80'
C38
158.65'
101.00'
090° 00'00"
101.00'
N59° 42' 14 "W
142.84'
C39
39.27'
25.00'
090' 00' 00"
25.00'
S30° 17'46"W
35.36'
C40
31.74'
220.00'
008° 16'01"
15.90'
S10' 34'13"E
31.72'
C41
8.38'
10.00'
047' 59'35"
4.45'
N30' 26'00"W
8.13'
C42
251.31'
50.00'
287° 58'29"
36.34'
S89' 33'27"W
58.80'
C43
10.93'
10.00'
062° 37' 17"
6.08'
S22° 14'03"W
10.39'
C44
16.70'
170.00'
005' 37'39"
8.36'
S11' 53'25"E
16.69'
C45
8.38'
10.00'
047' 59'35"
4.45'
N30° 26'00"W
8.13'
C46
49.29'
50.00'
056' 29'05"
26.86'
S16' 05'27"E
47.32'
C47
105.89'
50.00'
1210 20' 27"
88.99'
S72' 49' 19 "W
87.18'
C48
87.31'
50.00'
100' 03' 09"
59.64'
1 NO3- 31' 07 "E
76.63'
C49
39.27'
25.00'
090" 00'00"
25.00'
S59° 42'14"E
35.36'
C50
95.56'
176.00'
031' 06'37"
48.99'
N590 44'28"E
94.39'
C51
40.46'
25.00'
0920 43' 03"
26.21'
NO2" 10'22"W
36.18'
C52
52.32'
175.00'
017' 07'44"
26.36'
S52° 34' 44 "W
52.12'
C53
31.46'
175.00'
010' 18'03"
15.77'
S66" 17' 38 "W
31.42'
C54
33.65'
25.00'
077-07-31-
19.93'
N87° 05' 39 "W
31.17'
STATE OF TEXA
COUNTY OF
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION
PLAT CONFORMS TO ALL THE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH
THIS APPROVAL IS REQUIRED. w,
E o F rE DATED THIS /4 DAY OF ��� A.D., 20 L
0•. 9s
.........................
L.C. DUBLIN
38924 ., '
0
T
cc'C �CENS�OG?
SS�ONAL•�a
CITY ENGINEER
G�ERSZ G �
0 1 \
-- �gb
i
T
N'' CITY OF SCHERTZ
I
R
.rr� C�vA GO /PPE GIOI N P•g O
J PO
y�CITY OF SCHERTZ
O,pE�E
P' OPO
LOCATION MAP
NOT TO SCALE
*., FORD
= ENGINEERING
INC.
ENGINEERING PLANNING DEVELOPMENT
10927 WYE DRIVE, SUITE 104, SAN ANTONIO, TEXAS 78217
PROJECT #: 2305.00 DATE: OCTOBER 18, 2011
TEL: (210) 590 -4777 FAX: (210) 5904940
www.fordengineering.com
TBPE No. F -1162
THIS PLAT OF THE CYPRESS POINT, UNIT 1 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 DAY OF OA) 6- 201 d
- -_•
BY: CHAIRPERSON ��1�/ Wry."., -L
SECRETARY ,
FINAL SUBDIVISION PLAT OF:
CYPRESS POINT, UNIT 1
31.576 ACRES, SITUATED IN THE C.M. GAHAGAN JR. SURVEY No. 258,
ABSTRACT No. 182, COMAL COUNTY, TEXAS, BEING A PORTION OF
THAT CERTAIN TRACT OF LAND CALLED TO CONTAIN 87.76 ACRE
TRACT OF LAND AND A RE- SURVEY CONTAINING 87.735 ACRES
CONVEYED TO LAREDO TANGLEWOOD PARTNERS, LTD. RECORDED
IN VOLUME 2047, PAGE 670 OF THE OFFICIAL PUBLIC RECORDS OF
GUADALUPE COUNTY, TEXAS AND DOCUMENT No. 200406032823 OF
THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF COMAL
COUNTY CLERK OF SAIDNCOUNTY, DO HEREBY CERTIFY
T THIS PLAT WAS FILED FOMCORD IN MY OFFICE ORVE DAY OF
A.D. AT M, A %DULY CORDED TH E DAY OF
A.D. 20 T M, IN DS OF OF SAID COUNTY, IN
VOLUME \ PAGE
SEAL OF OFFICE, THIS \ DAY OF
WHEREOF, WITNPSS MY HAND AND OFFICIAL
A.D. 20_.
COUNTY CLERK, CCWAL COUNTY, TEXAS
BY:
PREPARATION DATE: OCTOBER 18, 2011 SHEET 3 OF 3