PZ 01-25-2017 AGENDA w associated documents' ENO �kik ;
5. REQUESTS AND ANNOUNCEMENTS:
A. Requests by Commissioners to place items on a future Planning and Zoning Agenda.
B. Announcements by Commissioners.
• City and community events attended and to be attended
• Continuing education events attended and to be attended
C. Announcements by City Staff.
• City and community events attended and to be attended.
• NEW SITE PLAN APPLICATIONS: There were no new site plan applications
submitted to the Planning and Community Development Department between January 7,
2017 and January 20, 2017.
• Monthly Financial Report
• Information on Rough Proportionality Requests that have been granted to date (Linear Feet
of Roadway)
6. ADJOURNMENT OF THE REGULAR MEETING
CERTIFICATION
I, Emily Grobe, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin
boards on this the 20th day of January, 2017 at 5:00 p.m., which is a place readily accessible to the public at all times and that said
notice was posted in accordance with chapter 551, Texas Government Code.
Em,ay (C 'o-by,
Emily Grobe, Planner
I certify that the attached notice and agenda of items to be considered by the Schertz Planning & Zoning Commission was
removed from the official bulletin board on day of , 2017. title:
This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special
assistance or have a request for sign interpretative services or other services please call 619 -1030 at least 24 hours in advance of meeting.
The Planning and Zoning Commission for the City of Schertz reserves the right to adjourn into executive session at any time during the course of this
meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act.
Executive Sessions Authorized: This agenda has been reviewed and approved by the City's legal counsel and presence of any subject in any
Executive Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the
governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the
meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has
been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is
conducted by all participants in reliance on this opinion.
Planning & Zoning January 25, 2017 Page 2 of 2
PLANNING AND ZONING MINUTES
August 10, 2016
The Schertz Planning and Zoning Commission convened on August 10, 2016 at 6:00 p.m. at the
Municipal. Complex, Council. Chambers, 1400 Schertz Parkway Building #4, Schertz, Texas.
PLANNING & ZONING COMMISSION
David Richmond, Chairman
Ernie Evans, Vice Chairman
Bert Crawford, Jr.
Ken Greenwald
Michael Dahle
COMMISSIONERS ABSENT
Richard Braud
Christian Glombik
1.
2.
3.
CITY STAFF
Brian James, Executive Director of Development
Lesa Wood, Director of Planning and Community
Dev.
Tiffany Danhof, Executive Administrative Assistant
Bryce Cox, Senior Planner
Emily Grobe, Planner
tee,
P.E., Camacho - Hernandez &
HardKnock Countertops, LLC
M &S Engineering, LLC
01.6, March 9, 2016, . April 13, 2016, and June 8, 2016 .
PC2014 -005 — ENT
Consider and act upon a request for approval for a time extension for the final plat of
Block 1, Lot 15, of Randolph Commercial Park Subdivision, an approximately one (1) acre
tract of land generally located on Lower Seguin Road approximately 1.800 feet northeast of
the intersection of Lower Seguin and Loop 1604.
Mr. Crawford moved to approve the consent agenda. Mr. Dahle seconded the motion.
The vote was unanimous. Motion carried.
Minutes
Planning and Zoning Commission
August 10, 2016
Page 1 of 5
4. PUBLIC HEARING:
A. PC2016 -006
Hold a public hearing, consider and act upon a request for approval of a replat of
Verde Enterprise Business Park Unit 2, Lot 1, Block 9. The property consists of
approximately 2.76 acres of land is more specifically described as being a portion of
the Toribio Herrera Survey No. 68, Abstract No. 153, Guadalupe County, and being
all of Lot 1, Verde Enterprise Business Park Unit 2, Recorded in Volume 7, Page 327,
Map and Plat Records, Guadalupe County, Texas. The property is generally located
on the North East corner of Mid- Cities Parkway and IH — 35.
Ms. Grobe presented a request by the applicant to replat Lot 1, Block 9 of the Verde
Enterprise Business Park into a total of two (2) buildable commercial lots, Lot 2 and Lot 3.
The subject property is generally located at the Northeast corner of Mid — Cities Parkway
and III -35. The proposed replat is consistent with all applicable zoning requirements for
the property, ordinances, and regulations of the City. It has been reviewed with no
objections by the City Engineer, Public Works, Parks, Inspections, and Fire.
Mr. Richmond opened the public hearing at 6:07 p.m."
There were no public comments.
Mr. Richmond closed the public hearing at 6:08 p.m.
Mr. Richmond inquired if the applicant was present at the meeting. Ms. Grobe responded
that the applicant was not present. Mr. Richmond commented that it was the practice of
the Commission to table action on agenda items when an applicant is not present at the
meeting to answer questions.
Mr. Evans asked if Lot 3 was large enough for commercial development. Ms. Grobe
responded that the City has site plans for both lots under review.
Mr. Dahle moved to table this item to the next meeting on August 24, 2016. Mr. Crawford
seconded the motion. The vote was unanimous. Motion carried.
B. Hold a public hearing, consider and make a recommendation on an amendment of
Part III, Schertz Codes of Ordinances, Unified Development Code (UDC), Article 9
Site Design Standards, Article 10 Parking Standards and Article 14 Transportation.
Mr. James gave a(presentation on agenda item and explained the City of Schertz entered
into an interlocal agreement with the Schertz Cibolo Universal City Independent School
District (SCUCISD) to designate processes, procedures, and fee structures to streamline
delivery of certain government functions and services in an efficient manner. The
interlocal agreement included provisions to allow alternative landscaping, tree
preservation and parking standards. Staff recommends approval of the amendments to the
UDC. Mr. James proposed two minor revisions to the wording on page 9.24 to read
"Where any nonresidential or multifamily use lot or parcel, except for schools is adjacent..." and
on page 9.27 to read "All new residential and nonresidential development within the City except
for public schools... ".
Minutes
Planning and Zoning Commission
August 10, 2016
Page 2 of 5
Mr. Richmond open the public hearing at 6:29 p.m.
Robert Brockman 1000 Elbel Road- inquired if the parking space size standard has change
from 8' by 20' to 1.0' by 20'.
Mr. Richmond closed the public hearing at 6:30 p.m.
Mr. James confirmed that the parking space size is not being modified with this
amendment and will remain at 1.0' by 20'.
Mr. Richmond and Mr. Crawford discussed parking space size with Mr. James.
Mr. Greenwald moved to forward a reca
amendment changes to UDC articles 9, 10
by Mr. James. Mr. Crawford seconded tl
Evans voting nay. Motion carried.
5. ITEMS FOR INDIVIDUAL CONSIDERATION:
A. Waiver — On -Site Sewage Facility assn
Consider and act upon a request for
facilities for Lots 1 and 2, Block
approximately 14 acre tract of land ge
of FM 482 and Hubertus Road. The 1
out of the Rafael Garza Survey No.
County, Texas.
in to City Council to approve the
i the language changes as presented
The vote was four to one with Mr.
'C201.6 -036
a waiver regarding on -site sewage
Clayton Homes Subdivision, an
ed 705 feet west of the intersection
)ecifically described as 13.17 acres
No. 175, City of Schertz, Comal
Ms. Gould presented a request by the applicant for a waiver to install privately owned on-
site sewage facilities (OSSF) in the Clayton Homes Subdivision. The proposed Clayton
Homes Subdivision is approximately 14 acres of land and consists of two (2) buildable
lots. This waiver request has been reviewed with no objections by Public Works,
Engineering and Planning Departments. Staff recommends approval of the waiver based
on the distance required for a sewer connection.
Mr. Greenwald and Mr. Crawford asked questions regarding the existing development to
the north and east of the subject property, the current sanitary sewer in the area, and the
City's plans for providing sewer in the future.
Ms. Gould, Mr. Cox, and Mr. James answered questions.
Mr. Crawford moved to approve the waiver. Mr. Dahle seconded the motion. The vote
was unanimous. Motion carried.
B. PC2016 -036
Consider and act upon a request for approval of a preliminary plat of Clayton
Homes Subdivision, an approximately 14 acre tract of land generally located 705 feet
west of the intersection of FM 482 and Hubertus Road. The property is specially
described as 13.17 acres out of the Rafael Garza Survey No. 98, Abstract No. 175,
City of Schertz, Comal County, Texas.
Minutes
Planning and Zoning Commission
August 10, 2016
Page 3 of 5
6.
7.
Ms. Gould gave a presentation about a proposal to preliminary plat approximately
fourteen (14) acres of land into two (2) buildable lots. The subject property is zoned
Manufacturing Light (M -1) and the applicant is currently requesting a rezone to
Agricultural District (AD). The proposed preliminary plat is consistent with applicable
requirements for the property, ordinances and regulations. Staff recommends approval of
the preliminary plat.
Mr. Dahle, Mr. Greenwald, and Mr. Crawford had questions regarding sidewalks along
FM 482, and Certificate of Convenience and Necessity (CCN) for water and sewer
utilities. ..
Ms. Gould, Mr. Cox, and Mr. James
Mr. Dahle moved to approve this i
unanimous. Motion carried.
REQUESTS AND ANNOUN
A. Requests by
Mr. Crawford requested that
Texas Chapter Conference be
B. Announcements by Commissioners:
• City and community events
• Continuing education events
Richmond asked that city stal
meeting to represent their item
C. Announcements by City Staff.:
and concerns.
Crawford seconded the motion. The vote was
re Planning and Zoning Agenda.
American Planning Association
and to be attended
I and to be attended
to project applicants that they be present at
questions.
• City and community events attended and to be attended.
• NEW SITE PLAN APPLICATIONS: The following site plans were submitted to
the Planning and Zoning Department between July 22, 2016 and August 5, 2016.
1) Southeastern Freight Lines (FM 3009)
Site Plan - proposed truck dock expansion.
2) Tri County 502 Subdivision (Campus Drive / FM 3009)
Site Plan — proposed freight shop to service freight hauling vehicles
3) Verde Enterprise Business Park, Unit l0A Lot 3, Blk 12
Site Plan- proposed 1.1,600 sq. ft. medical office
Mr. Cox announced dates and time for upcoming budget meetings.
Minutes
Planning and Zoning Commission
August 10, 2016
Page 4 of 5
The meeting adjourned at 7:05 P.M.
Chairman, Planning and Zoning Commission Recording Secretary, City of Schertz
Minutes
Planning and Zoning Commission
August 10, 2016
Page 5 of 5
•
TO: Planning and Zoning Commission
CASE: Waiver — Roadway Improvements associated with PC2016 -070
SUBJECT: Consider and act upon a request for approval of a waiver regarding Rough
Proportionality on roadway construction related to the proposed final plat for Bindseil
Farms, an approximately 35 acre tract of land situated in the Toreiba Herrera Survey
No. 68, Abstract No. 153; G. Malpez Survey No. 67, Abstract No. 221, City of Schertz,
Guadalupe County, Texas, generally located northwest of the intersection of Live Oak
Road and Schertz Parkway.
GENERAL INFORMATION:
Owner/ Applicant: Jen Texas 18, LLC
Project Engineer: KFW Engineering & Surveying, Burt Wellmann, P.E.
ITEM SUMMARY: The applicant is proposing to final plat approximately 35 acres of land establishing 84 single
family residential lots. The site is zoned Single - Family Residential (R -7). The applicant is seeking approval of a
waiver, pursuant to Unified Development Code (UDC) Sec.21.12.15, from Sec.21.14.1.K regarding the
construction of roadway improvements to Live Oak Road.
GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is
generally located on the northwest corner of where Live Oak Road intersects with Schertz Parkway.
PUBLIC IMPROVEMENTS:
The applicant is seeking approval of a waiver to UDC Sec.21.14.1.K regarding the construction of roadway
improvements to Live Oak Road. The City's Master Thoroughfare Plan (MTP) identifies Live Oak Road as a
60 -foot roadway that extends west of Schertz Parkway and connects to Maske Road. The applicant is
providing a 60 -foot right -of -way dedication for the Live Oak Road extension and is requesting a waiver to
construct only 862 linear feet out of the total of 1,978 linear feet of right -of -way dedication based on rough
proportionality.
In accordance with UDC, Article 4 Procedures and Applications, Sec. 21.4.15.E.1 Timing of Public
Infrastructure Improvement Construction, requires the installation of all public improvements required to serve
the subdivision before a final plat is recorded or the applicant can defer the obligation to install the public
improvements conditioned on the execution of a subdivision improvement agreement and sufficient surety to
secure the obligations defined in the agreement. Therefore, the construction or deferment of construction will
need to be addressed during the platting and civil construction plan review and approval process if the City
requires as a condition of approval, that the developer bear a portion of the costs of municipal infrastructure
improvements by the making of dedications, the payment of fees, or the payment of construction costs.
The developer's portion of the costs may not exceed the amount required for infrastructure improvements that
are roughly proportionate to the proposed development as approved by a professional engineer who is licensed
in the State of Texas, and is retained by the municipality. Furthermore, the UDC, Article 12 Subdivisions, Sec.
21.12.2.D. requires that all land subdivided or platted shall comply in full with the requirements of this UDC. The
improvements to serve the subdivision are reviewed with the civil construction plans at the time of platting to
assure that the division or development of land subject to the plat is consistent with all standards of this UDC
pertaining to the adequacy of public facilities, that public improvements to serve the subdivision or development
have been installed and accepted by the City or that provision for such installation has been made, that all other
requirement and conditions have been satisfied or provided for to allow the plat to be recorded.
In order to determine if the required improvements are roughly proportional, Staff and the applicant have
agreed to utilize the City of San Antonio's methodology for evaluating rough proportionality.
STAFF ANALYSIS AND RECOMMENDATION:
The applicant has provided documentation demonstrating that construction of 862 linear feet of the Live Oak
Road extension, along with improvements to the traffic signalization at the Schertz Parkway and Live Oak Road
intersection will exceed the demand associated with the 84 residential lots that are part of the Bindseil Farms
Subdivision. The cost of construction for roadway and traffic signal improvements has been reviewed and
deemed roughly equivalent by the City Engineer. Staff has reviewed this request and supports this waiver.
Staff recommends approval based on the calculations provided by the applicant for rough proportionality.
Planning Department Recommendation
X Approve as submitted
Approve with conditions*
Denial
* While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC.
COMMISSIONERS CRITERIA FOR CONSIDERATION:
In considering final action on waivers to the UDC, the Commission should consider the criteria within the UDC:
Section 21.12.15 Waivers
A. General
The Planning and Zoning Commission may authorize waivers from the provisions of this Article when, in its
opinion, undue hardship will result from requiring strict compliance. In granting a waiver, the Planning and
Zoning Commission shall prescribe only conditions that it deems necessary or desirable to the public interest.
In making their findings, the Planning and Zoning Commission shall take into account the nature of the
proposed use of the land involved and existing uses of land in the vicinity, the number of persons who will
reside or work in the proposed subdivision, and the probable effect of such waivers upon traffic conditions and
upon the public health, safety, convenience, and welfare in the vicinity. Waivers shall not be granted unless the
Planning and Zoning Commission finds:
1) That the granting of the waiver will not be detrimental to the public health, safety, or welfare, or
injurious to other property in the area; and
2) That the granting of the waiver will not have the effect of preventing the orderly subdivision of
other land in the area in accordance with the provisions of this UDC. Such findings of the
Planning and Zoning Commission, together with the specified facts upon which such findings
iN
are based, shall be incorporated into the official minutes of the Planning and Zoning
Commission meeting at which such waiver is granted. Waivers may be granted only when in
harmony with the general purpose and intent of this UDC so that the public health, safety, and
welfare may be secured and justice done.
B. The Planning and Zoning Commission may establish a time period for execution of each granted waiver.
C. Such findings together with the specific facts on which such findings are based shall be incorporated into the
official minutes of the Planning and Zoning Commission meeting at which such exception is granted.
Planning and Zoning Commission shall not authorize a waiver that would constitute a violation of a valid law,
ordinance, code or regulation of the City.
D. Any decision of the Planning and Zoning Commission regarding waivers to the provisions of this Article may
be appealed to the City Council. When considering an appeal, the City Council shall consider the same
standards as the Planning and Zoning Commission as outlined above.
Attachments:
Memo from City Engineer
Waiver letter, rough proportionality worksheet and exhibit
Now
11% AM
ENGINEERING DEPARTMENT
To: Planning and Zoning Commission via Bryce Cox, Senior Planner
From: Kathryn Woodlee, City Engineer
Date: January 18, 2017
Re: Recommendation for Public Infrastructure Requirement Waiver for the Bindseil
Farms Subdivision
The request for a waiver to the public improvement construction requirements
supporting the Bindseil Farms Subdivision (dedication of full right of way and
construction of roadway improvements along extension of Live Oak Road adjacent to
the subdivision) has been reviewed and found to be reasonable. The rough
proportionality calculation submitted with the waiver request indicates that the amount
of construction proposed by the developer along with the value of the right of way area
being dedicated is roughly proportional to the demand that will be placed on the City's
roadway system by the proposed subdivision. This is a valid justification for the waiver
and approval of the waiver is recommended.
December 19, 2016
Bryce Cox
City of Schertz
Planning Department
1400 Schertz Parkway
Schertz, Texas 78154
Re: Bindseil Farms Subdivision — Request for Public Infrastructure Waiver
Project No: 316 -01 -01
Dear Mr. Cox,
The owners of the proposed Bindseil Farms Subdivision are requesting a waiver for the
City of Schertz UDC Section 21.14.1.K requirements for additional construction costs for
infrastructure.
21.14.`1.K Half Streets orAdjacent Streets
1. No new half streets shall be platted that do not conform to the Master Thoroughfare
Plan and the Comprehensive Land Plan. Where the proposed subdivision abuts
upon an existing street or half street not conforming to the Comprehensive Land
Plan requirements or the requirements of this UDC, the subdivider shall be required
to dedicate any additional right -of -way to meet the street width required.
2. If new development of property that abuts City maintained roads does not meet the
design or width standards in this UDC, the Developer shall be required to make the
necessary dedication and improvements in conformance with this UDC or any other
applicable code of the City.
3. The minimum dedication and construction costs shall be equal to one -half (112) of
the minimum right -of -way (ROW) and construction costs associated with the
proposed street
4. Improvements shall include right -of -way dedication, paving, curb and guttering,
shoulder improvements and sidewalk as determined by the City.
5. Should any pavement be laid to widen existing pavement, the existing pavement
shall be saw - cut back a minimum of two feet (2) to assure an adequate sub -base
and pavement joint.
The proposed Bindseil Farms Subdivision is located at the northwest corner of Schertz
Parkway and Live Oak Road. The proposed subdivision will contain 84 residential lots.
As part of the platting, process 2.678 acres will be dedicated to the City of Schertz as an
extension of Live Oak Road along the existing Dietz Creek drainage channel. The
dedicated R.O.W. will provide enough land for a total of 1,978 LF of roadway to be
constructed. This dedication will include the entire frontage this project has along the
R.O.W. for the future extension of Live Oka Road per the Master Thoroughfare Plan.
The owner is requesting to construct 862 LF of the Live Oak Road extension at this time
and the remaining; portion to be constructed at a later date at the expense of the City.
The proposed 862 LF extension will have the Live Oak Road improvements end at
Bindseil Creek, the entrance to the proposed neighborhood.
The construction cost to extend Live Oak Road the entire 1,978 LF exceeds what is, per
Texas Local Government Code, Section 212 .904, deemed roughly proportionate to the
proposed subdivisions impact on the municipal infrastructure. A copy of the City of San
Antonio's Rough Proportionality worksheet is attached. The worksheet calculates an
impact (demand) of $291,616.00 and estimates the proposed public improvements to
be $278,291. An actual cost :estimate -of $299,839.95 for the proposed extension has
been provided by the Contractor performing the work and is attached to this request.
Since the cost of proposed improvements exceed the impact of demand due to the
subdivision; the owner requests that the proposed 862 LF extension of Live Oak Road,
be acceptable to the City. An exhibit showing the proposed R.O.W.- dedication along
with the limit of roadway improvements has been attached to this request.
If you have any questions please do not hesitate to contact me.
Sincerely,
KFW Engineers
Bobby Torres, P.E.
Senior Project Engineer
P:\519\01\01\Word\Lotlers
v Rough Proportionality Worksheet
`
for Roadway Infrastructure Improvements
City of San Antonio; Texas
Development Name: Blodseil ParmsSubdivlslon
Applicant: CAEider
Legal Description n-ot, Bloek):
Case I Plat Number: Date: Decembert9,2016
,remrr<x uu oa a: ew a a,o
DEMAND - Traffic Generated by Proposed Development: Peaerin.,ttnnahs.; nf,. aao„1uzu,aa:
y 01\1 see, 0X u—h.oe
----------------------- - QFld pak ❑R9 -n EtustNrs
Peak Interval TAP bemand: Impact OF
Land Use Type; Development Unit tafens'pf: Hour Trip cepti LenBITs
{v Fucle adz 7 Development`: (5)
RSfe':. Rate "? rtn'os
5.- gaparrylxsaca�]G.usno Dserhg Una _.84 1.01 0;3 t50 : 127.26 $291,616
iY: rvshvth - ?ry<!u=:Y:a <ewvr .n krtl uszsrU Ra.d <tl n3hntlattne llTETrq G..-r t re >ka
- u =IS^4 /slue C, Tn [ur3andF Npie'e if SkN <nAyh sJ wr(a)avft Itl esarm'3h410 fF rt "n3•2*+tu'a`Un
a:d @J M1N o3i�]totY tha G%'tl- *At13TlAS!cyr,3 rn`ng
0L
IMPACT OF DEMAND PLACED ON THOROUGHFARE SYSTEM: 127.26 $291.,696
Estimated Average Cost Per Vehicle - Mile ": � $ 2,201-60 j
Not— 1'e. atEen, ..raAn L—a' n ;n',h •tie amomt cfth",o,0>pmrf inA Vhhh Proro:sd. Trip Rae tithe tf P S7 Furst —th e10 i.m 4J Po =lujS 1-110 4E111 G.,
Ha,?>xk t'Ih - " s -wag -Lrzua ud, tie .al drr:e]GCmU egva[:nst(h S' 4.es:.p l'.T ti rm RSln area' a.iM1aa.a& F_Gkia N_I:rxsrmz`AOd z-d Ua <eY is
Mfxib: Farus k'tat 3:c -+!un gt`a,taread�,as tukto P_3`-.axr rt- tM]�]Ifi ca94ss4Me]ryay nE E.,as n•trya.6a an -Gar a0H 3ussd:ru3 U'0.l`eak nM1en dAalx
rzadstk. MZ PA PtrpJu,n'no,cd l inwnf C."'s ey a tffi lu]Y: Tnr un,,th sM1R not 111®<a.,d it VPci 110 hid Tie Lingo, (2) —ea is
e[ {aj6ela5ai1w 10m x; 63553 3.eiiNe3 Oat to yta dxtM1x SaF t) {pnYt!eil�n,'63 .-a 3x.3 nyF: -tT /tici.a>;n)tGr or }-la M.i 'ESLm t,faz- ayeesrru
rG3.Luambis aa'sA Ebn Ua'6umm=r)ot ROCi JCCSti xvlNxECX
Roadway SUpply -.Off -Site Roads to be Built or Funded by the Applicant:
Roadway Nomberof Supply Cost Cost EStimatebasedon
Roadway Name: classirieavam Lenym: Thso Estimate's (E) Detailed OPCC`: pq
FEEL) 12ne5:
Lne Oakw coetactca 862 t $176;710 $178,7101-
ROADWAY SUPPLY ADDED TO SYSTEM SUBTOTAL: $176,710
Intersection Improvements- Specifcimprovementsto be Sulit or Funded by the ,App,licant _
hitersectiom Description oflmprovemenC EsdmSted costFO: (s)
Live Oak Rd. and Sell PaAvay Signa "aafm of mtErsec9on $94,261
INTERSECTION IMPROVEMENTS ADDED TO SYSTEM SUBTOTAL: $94,261
M91 t- of_Way Ded__iea_tion - _R_OWte be_dedicated by the Applicant-.____,_
ROWDedcation: w General Dason,monol ROYIDedication Estimated Gottil: ph
Live Oak ROad &INama9a RON 11634 Acres $7,320
RIGHT -OF -WAY DEDICATION SUPPLY ADDED TO SYSTEM SUBTOTAL: $7,320
TOTAL. VALUE OF SUPPLY ADDED TO THOROUGHFARE SYSTEM: $278,291
nut" 'aasEd en as zsE'ur=a]msltoCO f teroaf,a /sOrp ;( NRin<.rfen} h3i Da==l en th3tl a. n: R=JZedc t a,TZ:ae t (rS.nstru_tionzn9 �. 'ry bes9d oil
vad2a o]prsN ary <ngr.- .cin3xMl d `n.ESY,r...c-0. crt' ,m,twarz.t OStq Ccd Ot4191 -v efS..aW'raCna a]mr3AFPaaNn tries:.' {rum[.n WSgusrxfatafAadraLOn
RJajfs]try UZ UNn4ametl Nndd rduH).
SUPPLY I DEMAND COMPARISON: A cofnpanson of 0tecapacity provided by a development against the traffic impacts
of me proposed deveopment.
Cost Comparison
TOTAL IM PACT OF DEMAN D PLACED ON THOROUGHFARE SYSTEM: $281,616 SUPPLY = DEMAND
TOTALVALUE OF CAPACITY (SUPPLY)ADDEDTO THOROUGHFARE SYSTEM: $278,291 104:79:%
Based on the resVets of this rough proporthena4y analysis, the va!m, of cepaclty (supply) provided by the proposed development roughly equals the anticipated impact
of demand it places on the system Theref ore, the roadxay improvements are roughly proportional to the demand placed on the system it a me appfecid is added
roughly the same ametut of capacity as chat is needed to support ft development).
lAbta: bb mm SendeNSOa ass toaM Omedz by Mmaysup rsede eeau9a ofMisa vty l
BID PROPOSAL SCHEDULE
LIVE OAK ROAD EXTENSION
STREET IMPROVEMENTS
NGINEER
E
NO. DESCRIPTION UNIT OF MEASURE ,,,,...._.._...,. UNIT PRICES COST
t Mobilization
LS
1
$
2,060.00
$ 2,060.00.
2. Clearing ROW
AC
1.15
$
800:90
$ 920.00
3. Curb and Sidewalk Demolrion
LS
1.00
$
1,000:00
$. 1,000.00
4, Excavation(Stree)
CY
1,691
$
3.00
$ 5,073.00
5. Embankment (Street)
CY
1,691
g.
2,00
$ 3,382.00
6: 3" HMAC Surface 'Course (Type D)
SY
3,162
$
13.50
$ 42;687.00
7. 16.5" Flex Base
SY
3,706
$
14:15
$ 52;439.90
8. Triax TX5 Geogrid
SY
3,706
$
3.50
$ 12,971.00
9. Concrete Curb and Gutter
LF
1,692
$
13,00
$ 21;996.00
10. Header Curti
LF
36
$
20.00
$ 720.00
It. Bollards
EA
6
$
90.00
$ 540.00
12. 5' Sidewalk
LF
855
$
22.00
$ 18;810.00
13. 8' Sidewalk
LF
855
$
35;00
$ 29,925.00
14. Sidewalk Ramp.
EA
9.
$
1,200.00
$ 10,800.00
15.. Traffic Signal
LS
1
$
94;261.05
$ 94,261.05
16.. Signage: Plan
LS
1
$
655.00
$ 655.00
17. TPDES
LS
1
$
1;600.00
$ 1,600.00
TOTAL COST
$ 299,839.95
ITEM DESCRIPTION
UNIT
EST. OTY.
UNIT PRICE
AMOUNT
TRAFFIC LIGHT IMPROVEMENTS
I MOBILIZATION
LS
1.00
10;200.00
$10,200.00
2. RMVECONCG(WHEELCHAIR RAMPS).
SY
20:00
30.00
$600.00
3 CONCRETE SIDEWALKS (4 ")
SY
6:00
40.00
$240:00
4. CURB RAMPS (TY 2)
SY
35.00
55.00
$11925.00
5 CURB RAMPS (TY 3)
SY
40.00
55:00
$2,200.00
6 ELEC CONDR:(NO. 6) BARE
LF
30.00
4.35
:$130.50
7REEL PAY MRK TY. I(W) 8'(SLD)(100MIL)
LF
140:00
2A0
$336.00
8 REEL PAV MRK TY 1(W) 24" (SLD)(100MIL)
LF
466.00
7.25
$3,371.25
9REFL PAY MRK TY:I(W)(ARROW)(100 MIL)
EA
1;00
140,00
$140.00
10. REEL PAY MRK TY 1(W) (WORD)(100 MIL)
EA
1.00
220.00
$220.00
11 REEL PAV MRK TY I (Y) 4" (SLD)(100MIL)
LF
473.00
1.20
$567.60
12 REEL PAY MRK TY 11 (W) 8" (SLD)
LF
140:00
0.80
$112.00
13 REEL PAY MRK TY II (W) 24" (SLD)
LF
465.00
2.40
$1,116.00
14: REEL PAV MRK TY II (W) (ARROW)
EA
1.00
65;00
$65.00
15 REEL PAV MRK TY 11 (W) (WORD)
EA
1.00
105.00
$105.00
16 REEL PAV MRK TY 11 (Y) 4" (SLD)
LF
473.00
0.40
$189.20
17:ELIM EXT PAV MRK &MRKS (4 ")
LP
757,00
1.55
$1,173:35
10 SLIM EXT PAV MRK & MRKS (24 ")
LF
419.00
-9.30
$3,89610
19 PAV SURF PREP FOR MRK (4 ")
LF
473.00
0.40
$189.20
20 PAV SURF PREP FOR MRK (8 ")
LF
140.00
0.80
$112.00
21 PAV SURF PREP FOR MRK (24")
LF
465.00
2.40
$1,116.00
22 PAV SURF PREP FOR MRK (ARROW)
EA
1.00
65.00
$65.00
23 PAV SURF PREP FOR .MRK (WORD)
EA
1.00
105.00
$105.00
24 INSTALL HWY TRF$10(ISOLATED)
EA
1.00
3,220.00:
$3,220.00
25 VEH SIG SEC (12")L ED
EA
2.00
335.00
$670.00
26 VEH SIG SEC (12 ")LED:(GRN ARW)
EA
2.00
335.00
$670.00
27 VEH SIG SEC (12 ")LED "(YEL)
EA
2.00
335.00
$670.00
28 VEH SIG SEC(12 ")LED (YEL ARW)
EA
4.00
335.00
$1,340.00
29 VEH SIG SEC (12 ")LED (RED)
EA
4.00.
335.00
$1,340.00
30:: PED SIG SEC (LED)(COUNTDOWN)
EA
8.00
820.00
$6,560,00
31 BACK PLATE (12 ") (3 SEC)(VENTED) ALUM
EA
2:00
90.00
$180.00
32 BACK PLATE (12 ")(4 SEC)(VENTED) ALUM
EA
2.00
90.00
$i80.00
33 TRF SIG CBL (TY: A)(12 AWG)(2 CONDR)
LF
890.00
2.65
$2,358.50
34 TRF SIG CBL (TY :A)(14 AWG)(5.CONDR)
LF
445.00
3.00
$1,335 .00
35 TRF SIG CBL (TY A)(14 AWG)(XCONDR)
LF
95:00
4.45
$422,75
36 PEDESTRIAN PUSH BUTTON POLE
EA
3.00
3,100.00
$9,300.00
37 FED DETECT PUSH BUTTON (APS)
EA
8:00
1,460.00
$11,680.00
38 REGULATORY SIGNS (MAST ARM)
EA
5.00
5%00
$2,750.00
39 INSTALL CITY FURN'SIGH ST NAME'(D3 -1G).
EA
1.00
585.00
$585.00
40 INSTALL CITY FURN 32' MASTARM
EA
1 .00
1,600.00
$1,600.00
41 RMVEIDISP EXIST SIG EQUIPMENT
LS
1.00
2,660.00
$2;66090
42 VIBRATION DAMPERS
EA
1.00
520:00
$520.00
43 EMERGENCY VEHICLE PREEMPTION EQ
LS
1:00
2,600.00
$2,600.00
44 EMERGENCY.VEHICLE PREEMPTION CABLE
LF
95.00
790
$665.00
45 CONFLICT MONITOR
EA.
4.00
9,980,00
$9,980.00
40 PROGRAM "FISH-EYE" CAMERA
LS.
2:00.
1,600.00
$3,000.00
47 TPOES
LS
1,00
1,800.00
$1,800,00
TOTAL: $94,261,05
2 81312016
•
TO: Planning and Zoning Commission
CASE: PC2016 -070 Bindseil Farms — Final Plat
BACKGROUND:
The Commission has approved two (2) master plans and associated plats for the subject property between
2005 and 2011 and those approved applications have expired. On September 24, 2014 a preliminary plat and
a waiver for access was approved by the Commission. On January 13, 2016 the Commission approved a new
preliminary plat which revised the lot layout and added a second roadway access point off of Schertz Parkway,
eliminating the need for the previously approved waiver.
ITEM SUMMARY: The applicant is proposing to final plat approximately 35 acres of land establishing 84 single
family residential lots. The zoning for the subject tract is Single Family Residential District -7 (R -7) which
consists of a minimum lot size of 6,600 square feet, front yard setback of 25 feet, rear yard setback of 20 feet
and side yard setback of 10 feet.
GENERAL LOCATION AND SITE DESCRIPTION: The subject property is located generally northwest of the
intersection of Live Oak Road and Schertz Parkway.
ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum
of two (2) locations accessing existing public streets. This development is designed to have two (2) points of
access through the extension of Live Oak Road and from Mare Way which is a 50 -foot right -of -way (ROW) that
was established with the replat of the Cottonwood II subdivision that was approved by the Commission on
January 13, 2016.
The Master Thoroughfare Plan identifies Live Oak Road as a collector class roadway that is 60 -foot wide. The
Master Thoroughfare Plan shows Live Oak Road being extended from the intersection at Schertz Parkway
northwest along the edge of Dietz Creek and intersecting with Maske Road. The connecting section of Mare
Way must be constructed and accepted by the City and the replat of Cottonwood 11 subdivision must be
recorded before the final plat of Bindseil Farms will be recorded.
TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with Unified
Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The tree affidavit submitted
indicates that there are no protected or heritage trees on the property.
PARKS: There is no parkland being proposed with this subdivision. The Parks, Recreation and Community
Services Department has determined that a fee -in lieu of parkland dedication in the amount of $1,000 per
dwelling unit will be paid by the Developer prior to recording of the final plat. This application was reviewed
under UDC, Ordinance 11 -S -15 with amendments.
PUBIC SERVICES: The site is serviced by Schertz water and sewer, GVEC, CenterPoint Energy, AT &T, and
Time Warner Cable.
PUBIC IMPROVEMENTS: All public improvements required for this subdivision are required to be installed
prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved
development agreement. The civil construction plans has been reviewed and approved by the Public Works
and Engineering Departments.
Water and Sewer: This site is serviced through 8" water lines and 8" sewer lines that will be extended
throughout the subdivision.
Drainage: The applicant is responsible for all drainage associated with the subject property and for compliance
with the Storm Water regulations. A drainage report has been reviewed and approved by the City Engineer.
The City Engineer has granted a waiver to onsite detention based on the submitted drainage repot. The project
engineer has demonstrated that that there is no adverse effect created by releasing storm water into the Dietz
Creek channel. Additionally, approximately 10 acres of drainage ROW will be dedicated to the City.
Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the
subdivision. An 8' sidewalk will be constructed on the creek side along the Live Oak Road Extension and a 5'
sidewalk will be constructed on the opposite side. All sidewalks will be designed to meet the City of Schertz
specifications.
Road Improvements: All streets will be developed to City of Schertz specifications. A 60 -foot ROW dedication
has been provided for the extension of Live Oak Road from Schertz Parkway to the limits of the proposed
subdivision. Construction plans for all public improvements have been submitted and approved by Public Works
and Engineering.
1. G G►G G► Ergo ,H ►I' 0
The final plat is consistent with applicable requirements for the property, ordinances and regulations. Staff
recommends approval of the final plat as submitted.
N
Planning Department Recommendation
X
Approve as submitted
Approve with conditions*
Denial
* While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC.
COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final
approval authority of the final plat. In considering final action on a final plat, the Commission should consider
the criteria within UDC, Section 21.12.9 D.
Attachments:
Aerial Map
Exhibit
Date: 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'
co
IN
''
p W
I
x
cL $L
tY U
x
co
O L
a
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I
30'
30'
m
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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4.
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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 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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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.
L3.1
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4.
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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
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
Er
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
6Td I rd, . ..„.
TO: Planning and Zoning Commission
PREPARED BY: Emily Grobe, Planner
CASE: PC2016 -048 The Crossvine, Module 1, Unit 3— Preliminary Plat
SUBJECT: Consider and act upon a request for approval of a preliminary plat of The Crossvine
Module 1, Unit 3, an approximately 46 acre tract of land generally located south of
the intersection of FM 1518 and Hollering Vine, City of Schertz, Bexar County,
Texas.
GENERAL INFORMATION:
Owner /Applicant: Schertz 1518, Ltd. / Chris Price
Project Engineer: Malone /Wheeler, Inc. / Jesse Malone
August 19, 2016
September 23, 2016
December 16, 2016
January 06, 2017
January 12, 2017
(Original Application)
(Revised Submittal)
(Revised Submittal)
(Revised Submittal)
(Revised Submittal)
ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 46 acres of land establishing
118 single family residential lots. The lots are categorized into three (3) different lot sizes per The Crossvine
Subdivision PDD, with eleven (11) lots classified as DSFR 1, fifty three (53) lots as DSFR 2, and fifty four
(54) lots as DSFR 3.
{f !�
Use Category
Area Square Feet
Width ft..)
Depth {ft..«
DSFR 1
5,500
50
110
DSFR 2
7,200
60
120
DSFR 3
8,400
70
120
The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14 -S-
08). This property is part of a Planned Development District, as such it must comply with the design
requirements of the PDD and any area that is not directly addressed in this document must comply with the
design criteria of the Schertz Unified Development Code (UDC).
GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally
located south of the intersection of FM 1518 and Hollering Vine.
ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a
minimum of two (2) locations accessing existing public streets. This development is designed to have four
(4) points of access via the following roadways, Hollering Pass, Trailing Creek, Ivy Curl, and Stackstone all
of which will connect Module 1, Unit 3 to Crossvine Module 1, Unit 2- Phase A by Hollering Vine.
TREE MITIGATION AND PRESERVATION: The applicant will be responsible for Unified Development Code
(UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree Affidavit which
indicates that the site does contain Protected and Heritage trees, however they will in no way be damaged
or destruction of with this preliminary plat.
PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine will install more
than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in
excess of 15 %;13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and
an Amenity Center in Module 1, Unit 1.
PUBLIC SERVICES: The site is serviced by Schertz water and sewer, CPS, AT &T, and Time Warner
Cable.
PUBLIC IMPROVEMENTS: All public improvements required for this subdivision are required to be
installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an
approved development agreement.
Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended
throughout the subdivision and stubbed for future development.
Drainage: The applicant is responsible for all drainage associated with the subject property, and for
compliance with the Storm Water regulations. A preliminary drainage plan has been reviewed and approved
by the City Engineer.
Sidewalks Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to
several designated parks and open space.
Road Improvements: All street improvements will be constructed according to the Public Works
Specifications. Residential sidewalks are proposed at 5' and will be placed either adjacent to the curb or
within a 2' greenbelt. All streets will be developed to City of Schertz specifications including sidewalks.
STAFF ANALYSIS AND RECOMMENDATION:
The proposed preliminary plat is consistent with applicable requirements for the property, ordinances and
regulations. All lots meet the minimum lot width, depth and area as described in the PDD. It has been
reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff
recommends approval.
Planning Department Recommendation
X Approve as submitted
Approve with conditions*
Denial
* While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC.
COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final
approval authority of the proposed final plat. In considering final action on a preliminary plat, the
Commission should consider the criteria within UDC, Section 21.12.8 D.
Attachments:
Aerial Map
Exhibit
e �
` END
RAN OLPH IR - I LEG " "'
FORCE BASE / �J m LOTSUMMARY O , 5s so Lors, tt eo tors B.C.D. P. R. BEXAR COUNTY DEED AND NOTES: t2
\ \ \ \ \ \v '" -- "DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
SCHERTZ ciry � ( ) ( ) ( )
(t t) LANDSCAPE LOTS PLAT RECORDS SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
5 70 5, R.P.R.B.C. REAL PROPERTY RECORDS
5' ___ 50 5' S ___ sp ______ 5' BSL BSL BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
/ ----------- " -
BSL BSL BSL BSL --''{- �.___ R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
_ __
�_ -- AMERICAN DATUM (NAD) OF 1983.
_. - -- _. _
CITY 1 _ ESM'T EASEMENT
1 5518 - -� �,,,,, - -� - - - -- m N.V.A.E. NON- VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT
_ o to o Zn IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE
B.S.L. BUILDING SETBACK LINE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR
-�S ITE P.U.E. PUBLIC UTILITY EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
80'x 40 80, x 50 8u x 60' E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED,
PAD PAD PAD ELEC ELECTRIC SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF
(/ o ej o o TEL TELEPHONE PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL
HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S
I ----- - - -N -m J - -- - - - -N -m - -- - -- L - - - - -N CA.TV. CABLE TELEVISION ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS
PROPERTY LINE PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO
MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID
N ROW - ADJACENT PROPERTY LINE DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN
50' LOT DIAGRAM ua 60-'LOT DIAGRAM Lq 70' LOT DIAGRAM Lq
�� EC' 1518 o - - o - - o - -- ---- - - - - -- CENTER LINE OF R.O.W. SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY
QL --- -
2� � LOT DESIGN GUIDELINES � "-- - - - - -- EASEMENT OWNERS.
aA0 l 10 90 NOT TO SCALE -- -- - - - - - - -- BUILDING SETBACK LINE 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
m~ r� 0 200 400 0 TxDOT DISC (POINT OF BEGINNING) SCALE FACTOR OF 1.00017.
SIGHT DISTANCE EASEMENT
5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
FERGUSON MAP GRID: 555 -A7 SCALE: 1"=200' OFIR FOUND 1/2" IRON ROD 48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS
LOCATION MAP (DFPK FOUND PK NAIL PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE
----- -----
SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN.
- -- - - -- EXISTING CONTOURS
NOT TO SCALE �� 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS
0� PROPOSED CONTOURS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT
-- -- WASTE WATER UTILITY LINE TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS.
WATER UTILITY LINE 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE
ENGINEER: --------------- ---------- ------------------ ---------- - - PR. FEMA 100 YR FLOODPLAIN EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS
EX. FEMA 100 YR FLOODPLAIN PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR
MALONE *WHEELER eoz, _r OWNER'S SUCCESSORS AND /OR ASSIGNS.
I` � WASTEWATER MANHOLE
m � I t' FIRE HYDRANT COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE:
since INC lass � o � � _�
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
a J LOT &BLOCK COMMON AREA LOT
0 o - ADDITIONAL NOTES: NUMBERS ALLOWABLE USE
PHONE: (512) 899 -0601 FAX: (512) 899 -0655
FIRM REGISTRATION NO. F -786 z y m \ fi I s `= t ,.._._�_ 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR LOT 901, BLOCK 2 LOT 901, BLOCK 4
r_
;! 'f %� ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. LOT 902, BLOCK 2 LOT 902, BLOCK 4 LANDSCAPE LOTS /
m z so�H ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. LOT 903, BLOCK 2 LOT 903, BLOCK 4 ELECTRIC, GAS,
LOT 904, BLOCK 2 LOT 904, BLOCK 4 TELEPHONE & CABLE TV
ao
HOLLERING PASS (• i ; LOT 901, BLOCK 3 LOT 901, BLOCK 5 EASEMENT
p - - -- - -. _ 2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
SURVEYOR: //__ t5 °' R"O'W.) LOT 902, BLOCK 3 LOT 905, BLOCK 6
_ ,, DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION. --- ______ - - - - - -- --- -_____ _____ - -- -------------------------------------------------------- LOT 24, BLOCK 1 LANDSCAPE LOTS /PUBLIC
LOT 25, BLOCK 1
LOT 33 BLOCK 2 AGE EASE
LOT 23, BLOCK 4 DRAIN EASEMENT
- - - - - -- 7 LOT 19, BLOCK 5
i-F 1j,
S U R V L Y 1 IV G LOT 18 BLOCK 3 LANDSCAPE LOT / PUBLIC
3421 P smmos Pkwy. Su is 101 ben m, Tx 78231 i }
Phm #'.(210) 97e8444. F.#'.(210) 979-6441 / f f) ACCESS
TBPLS F— #, 10122300 - - - -.— m I I ± r _.. ____ -----------------------------------
- - - =- _ I 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
- _- ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
__ - - ". °_ CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
�---- T- --------- (.. -._� `� "-: -° - --
I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS I ._LOST TENDRIL � � -" ' ' '-�� THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW:
HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL I (5p'R.O.W.)
_ NO CHANGES
REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO - -- - -
WHICH THIS APPROVAL IS REQUIRED. 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
10. THERE ARE 118 DETACHED SINGLE FAMILY RESIDENTIAL LOTS
PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR
CITY ENGINEER v!- --` , - NUMBER OF EACH TYPE OF LOT.
�_ ___.._ LOT SIZE SUMMARY
e- SNEET ,2 DSFR(1) 50' 11
STATE OF TEXAS
DSFR(2) 60' 53
�j •, DSFR(3) 70' 54
COUNTY OF BEXAR
TOTAL LOTS 118
GERO S. NO, EAL SURVEY NO. 7E,
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE aes. NO, 424 NCB. tss6o -- - - - - --
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ER. EVANSSURYEYrvo ao. ' / 11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC ASS, NO. 21, CooN,,BLOCx5o60 " BANKS /D e�� 33 '`•. TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518.
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN (Sp'R .w.)
EXPRESSED. 12. THE 13.37 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCES
IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK
THIS THE _DAY OF 3, LOT 23 BLOCK 4, LOT 19 BLOCK 5 WILL BE MAINTAINED BY THE
"- - OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS
I " rrr �' r 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
OWNER: SCHERTZ 1518, LTD.
'-I I •b r r LOTS ADJACENT TO THE STREET.
C/O CHRISTOPHER K. PRICE / „� �.—. ,' t`V --jl „• a.' -yr` a,,,+., '„'�•.L r' s.,-Y r ri<,., t` '-! r 5' 4, -°,
314 E. COMMERCE ST., SUITE 600 1 I `7 A
14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
SAN ANTONIO, TX. 78205 i ,? Yr"1 i +” ,� r { . V Fr l "' "tT ft t 6 x" `') ..J+ a F'
PHONE: 210 - 226 -6843 - . -' CjG ;? �7` <;: � �'T` v,.,r'a.' <�i �r )J�L1..,. r(T(1,.• /x�.Nr4 a ., ir, LOW a.:� ) Jxt�'- ��,`�,.,., . °f E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
----' - '� \� O• r _ HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS AASHTO POLICY ON GEOMETRIC
Ti DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF_
STATE OF TEXAS, -!�%
COUNTY OF BEXAR I. Jr 15.THIS LAND IS ZONED PPD.
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY`,r
APPEARED , KNOWN TO ME "' • Y �` " " "-' '
`r
I THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 SUBDIVISION HAS
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING _....,. BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME / , K /` i `' - - "`' ''wt,., -'�` ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN �° /i�Ii _ t
\, �G/ �G/
APPROVED BY SUCH COMMISSION.
THE CAPACITY THEREIN STATED. '� � � C) � �` r J �.�
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE �G��� ' �).�✓ " ��� DATED THIS DAY OF A.D. 20.
�I r
5 t _ BY.
DAY OF , 20 A 9 �,... -'".' , r .",,. I
i
r
i
s - i CHAIRPERSON
s �
N� SECRETARY
NOTARY PUBLIC '
BEXAR COUNTY, TEXAS m (, o rS0',R G
PRELIMINARY SUBDIVISION
°y C�
PLAT OF
STATE OF TEXAS
THE CROSSVINE MODULE 1,
czl :ao
COUNTY OF BEXAR ° � � � � � � - - - --
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE , UNIT 3
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
PCN
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. — -
P <c s
- --
s co I
,A G�(��� ` gO� _q A 45.04 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
-- _ COUNTY BLOCK 5059 THE E.R. EVANS SURVEY NO. 80 ABSTRACT NO. 216 COUNTY BLOCK 5060
,6'0 � \ �'A AFT c — 0 �° I A AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF
eoa o
JESSE B. MALONE �,�.� GG/ m z, RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO
O
REGISTERED PROFESSIONAL ENGINEER NO. 108734 INDEX Q� Z Z zz o O SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS
MALONE/WHEELER, INC. U - -- -- -- ?n ______ A CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE
5113 SOUTHWEST PARKWAY, SUITE 260 - -- - ----- - - - - -- `V ! O' O
` � ') \ m TEAND OA 91 2 6 ACRE TRACT OF LAND AS CONVEYED OF O SCHERTZ IN 1518, LTD OF RECORD IN
AUSTIN, TEXAS 78735 - - - -�
PHONE: (512) 899 -0601 FAX: (512) 899 -0655 _ . - -_ -1 - - - -- ( ` �i VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
� / -�'°'
i I of TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
c.
C.P.S.-NOTES /�� �, �� — — -- — -- _ i
�� STATE OF TEXAS
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND 4 I COUNTY OF BEXAR:
STATE OF TEXAS RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS cu 9, ,g
COUNTY OF BEXAR EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
_ - - -L— I, , COUNTY CLERK OF BEXAR COUNTY, DO
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, 7R HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE
STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR ON THE DAY OF '20 A.D. AT M. AND DULY
SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND RECORDED THE DAY OF OF , 20_ A.D. AT _M.
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO \
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER BOOK/ VOLUME ON PAGE
17W
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TREATMENT" PI-ANT CAPACITY AND
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYS TFM AT TIME OF CONNECTION WILL HE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF
TERESA A. SEIDEL EASEMENT AREA. CALCULATED AT" SUBMITTAL.. OF BUII._DINC PERMIT APPLICATION. OFFICE. THIS DAY OF ,A.D.20
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
KFW SURVEYING, LLC EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
3421 PAESANOS PKWY, SUITE 101 GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COUNTY CLERK, BEXAR COUNTY, TEXAS
SAN ANTONIO, TEXAS 78231 PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
PHONE: 210 - 979 -8444 ELEVATION ALTERATION.
FAX: 210 - 979 -8441 BY: —,DEPUTY
SHEET 1 OF 5
ENGINEER:
EMAL04FtWHEELIER
.1995
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
FIRM REGISTRATION NO. F -786
SURVEYOR:
I*V
SURVEYING
3421 P m Pkwy. Su to 101 ben An m� TX 78231
Pho k'. (210) 979-8444 • F. p'. (210) 979-6441
TBPLS Frm 1t 10122—
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
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS,
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
THIS THE DAY OF , 20
OWNER: SCHERTZ 1518, LTD.
C/O CHRISTOPHER K. PRICE
314 E. COMMERCE ST., SUITE 600
SAN ANTONIO, TX. 78205
PHONE: 210 - 226 -6843
STATE OF TEXAS
COUNTY OF BEXAR
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY
APPEARED , KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE
DAY OF 20
NOTARY PUBLIC BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
JESSE B. MALONE
REGISTERED PROFESSIONAL ENGINEER NO. 108734
MALONE/WHEELER, INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
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 101
SAN ANTONIO, TEXAS 78231
PHONE: 210 - 979 -8444
FAX: 210 - 979 -8441
PGS 1N�R� RO
�3•��332 OF s EG00 91
0
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-71 y \-6
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LEGEND
NOTES:
B.C.D.P.R. BEXAR COUNTY DEED AND
PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
c r ri M L nI)
R.P.R,B.C. REAL PROPERTY RECORDS
`_` 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
" n A• BEXAR COUNTY
R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
k
0
,
\, AMERICAN DATUM (NAD) OF 1983.
ESM'T EASEMENT
FIR Uri N.V.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT
IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE
B.S.L. BUILDING SETBACK LINE
-> Q 3L X'K, 2 , ` DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR
P.U.E. PUBLIC UTILITY EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
��g \CSC Zg ° E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED,
10' P U E SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF
4� +, ELEC ELECTRIC PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL
3' 13 4 �2� -- d TEL TELEPHONE HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S
3 _ ', CA.TV. CABLE TELEVISION ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS
- - PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO
� 4° 36 38 � 6 63.1 � � PROPERTY LINE
�a 14.,— m
482g' \ C �gd MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID
1 ADJACENT PROPERTY LINE IN
X64° A82g / o y ------------------ ------------------ CENTER LINE OF R.O.W. DRAINAGE SHALL BE PRIVATELY MAINTAINED BY PROPERTY
EASEMENT OWNERS.
N 2 - - - - - - -- -
0
ZOZZ9 / /2.30 l'. 3 m SCALE FACTOR OF 1.00017. HEREON ARE GRID WITH A COMBINED
BUILDING SETBACK LINE 4. THE COORDINATES SHOWN
\ TxDOT DISC (POINT OF BEGINNING)
I
m SIGHT DISTANCE EASEMENT
24, hg Op / \ vv \ rn_ ) � � \ = _ � f "� „ , 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
X60 j A� 4 V 646 9 (J ';;a„t 1; -- OFIR FOUND 1/2" IRON ROD 48029C0315F, DATED SEPT. 29,2010, AND FEMA MAP 315, THIS
48065' 23 E 113.63' t, 9 s" '1 -,-". "� FPK FOUND PK NAIL PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE
N7g° 45' E 113,40 - DES^ ? SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN.
F a� m i j66'Z 4 N7$° 45 23" T $� 00 --- ---- EXISTING CONTOURS
w 5 \ w 3.13'- C2 _� L� ' ' t' P "1 -- 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS
/ C65 ,3•�n/ 113.1T� 2 rX I Q� PROPOSED CONTOURS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT
578 45 -` 44.92 -'• '= S'4'i, t v`,) TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS.
m 0 N 6 C84 WASTE WATER UTILITY LINE
C 66 26' 7 t 8
6 e i 4.16'_ - �:� 't, y 4:.;. - -- -- - -- - - - - -- WATER UTILITY LINE 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE
2 °o✓ /0a 11$ 21` ""- j 6 -\ \\°, `t, t T F' -� - -- ----- ---- ---- - - PR. FEMA 100 YR FLOODPLAIN EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS
i A9 438 / , -. ` t „�.�. \\ EX. FEMA 100 YR FLOODPLAIN PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR
9E.. g2 g r- M. OWNER'S SUCCESSORS AND /OR ASSIGNS.
w° / �6� 4'4 $ 1' �/ N�\ s U �'' WASTEWATER MANHOLE
10pj ��\ 2 w ^' i E/ a FIRE HYDRANT COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE:
3
L¢ \ O i 5 / o� \1a - Y
�Q 154 ¢ zo% / \ \ �, \ 35 "E , 3' NUMBERS _ -
LOT &BLOCK COMMON AREA LOT
/ 8 4 - l 4.9 1 ALLOWABLE USE
\
q 4 o A 47 90.1 �� - -" tl, LOT 901, BLOCK 2 LOT 901, BLOCK 4
02 \ , L 69 27 -- � LOT 902, BLOCK 2 LOT 902, BLOCK 4 LANDSCAPE LOTS /
” �/� \ 5� 7Q ) "s LOT 903, BLOCK 2 LOT 903, BLOCK 4 ELECTRIC, GAS,
a° °o ✓p1 / LOT 904, BLOCK 2 LOT 904, BLOCK 4 TELEPHONE & CABLE TV
w \ 5 A Z -C / ° u ` ' S.�^ LOT 901, BLOCK 3 LOT 901, BLOCK 5 EASEMENT
LOT 902, BLOCK 3 LOT 905, BLOCK 6
t —
\ EM -- - - - - -- - - - -- -- - - - - -- - - - - - -- -- - - - - -- -- - - - - -- ------ - - - - --
4, LOT 24, BLOCK 1
LANDSCAPE LOTS /PUBLIC
U 6 �°oA 6a 400 00 /� \ \� LOT 25, BLOCK
LOT 33, BLOCK 2 ACCESS/
DRAINAGE EASEMENT
10 LOT 23 BLOCK 4
LOT 19, BLOCK 5
_ ----- ---- ---- ----- ---- --------
\ m LOT 18 BLOCK 3 ACCES...... ---
j / a' A�0 LANDSCAPE LOT / PUBLIC
ACCESS
_ \ \ \ \ \l f
- 4.70' OOOj \ w° i`" Kti 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
3 \� ybh 12 �1 ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
T� 1Na0 \\ T THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW:
4g
7 o i b 0 100 200 NO CHANGES
�� °ro / / �2gg6 ¢tL 7SZ28 S 26'F 61 84' - =5j SCALE: 1"=100' 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
\� �04 4 �¢�� '� 8' S87° 08' 15 "W o,
¢& � 10 P.U.E. \ - 10. THERE ARE 118 DETACHED SINGLE FAMILY RESIDENTIAL LOTS
B °7S,3ary L/ \ `j,, VARIABLE WIDTH SIDEWALK EASEMENT PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR
g �\ F TO BE DEDICATED NUMBER OF EACH TYPE OF LOT.
24 i' b>% 2� �) �7 BY SEPARATE INSTRUMENT
0
\� N6 3a „� zoo° T \ 8s \ N ��' 'v �� VOL.
.63� LOT SIZE SUMMARY
V \ \�6 56Q 4 L. -------- DSFR(1) 50' 11
DSFR(2) 60' 53
6 0% Q° ink 13 \ DSFR(3) 70' 54
--- —
-5.10' - 15 m 14 'm_o w TOTAL LOTS = 118
LOT
N.C.B.1 6560
GREAVES SUBDIVISION
(VOL. 9615 PG. 53)
OWNER: BD GREAVES PARTNERSHIP LTD
(VOL. 16951 PG. 790)
ADDRESS: GREAVES LN.
ZONED: R -A (SINGLE FAMILY RESIDENTIAL/AGRICULTURE)
LAND USE: LAND (POTENTIAL DEVELOPMENT LAND)
vlPo 0� "4
)SAN 1 p2 0. R J� I� OGt�
POS• aSS� \�,��1
C.P.S. NOTES
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
ADDITIONAL NOTES:
1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR
ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT.
2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
LOT SUMMARY
(54) 70'LOTS, (53) 60'LOTS, (11) 50'LOTS
(11) LANDSCAPE LOTS
70
50' S' S' _ 60 ---------- 5' BSL._.,J BSL
BSL BSL BSL ___'1 _�
1 F � � m
oco �� _ o� °
13 ^ m
0
80'x 40 ' 80' x 50' 80' x 60'
PAD PAD PAD
� T � T �
�m �m Qm
-
-___ - -- -1 I -- -- --
11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF
TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518.
12. THE 13.37 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCES
IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK
3, LOT 23 BLOCK 4, LOT 19 BLOCK 5 WILL BE MAINTAINED BY THE
OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS.
13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
LOTS ADJACENT TO THE STREET.
14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF.
15.THIS LAND IS ZONED PPD
THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 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 A.D. 20
BY:
CHAIRPERSON
BY:
SECRETARY
50' LOT DIAGRAM o 60'LOTDIAGRAM b j 70 LOT DIAGRAM o j PRELIMINARY SUBDIVISION
LOT DESIGN GUIDELINES
PLAT OF
NOT TOSCALE THE CROSSVINE___MODULE -1__,
- ..........----- - - - --
UNIT 3
A 45.04 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060
AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF
RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO
SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS
CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE
TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814
AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN
VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR:
I, , COUNTY CLERK OF BEXAR COUNTY, DO
HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE
ON THE DAY OF _20 A.D. AT _M. AND DULY
RECORDED THE DAY OF OF , 20_ A.D. AT _M.
IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN
BOOK/ VOLUME ON PAGE
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF
MUNICIPAL_ AUTHORITY (COMA) FOR WASTII: -WATER TREATMENT PLANT CAPACITY AND
EASEMENTS. ALL FEES DUE FOR IMPACT 1 0 THE SYSTEM AT TIME OF CONNECTION WILL 13F: OFFICE. THIS DAY OF A.D. 20
CALCUI.... ATED Al SUBMITTAL.. OF HUILDINS PERMIT APPLICATION.
COUNTY CLERK, BEXAR COUNTY, TEXAS
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
BY: ,DEPUTY
SHEET 2 OF 5
ENGINEER
*AL0NE*WHEELc0I
since INC.tsss
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
FIRM REGISTRATION NO. F -786
SURVEYOR:
SURVEYING
3421 P m Pkwy. Su to 101 ben An m" TX 78231
Pho k'. (210) 979-8444 • F. p'. (210) 979-6441
TBPLS F 10122—
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
STATE OF TEXAS
COUNTY OF BEXAR
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS,
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
THIS THE DAY OF , 20
OWNER: SCHERTZ 1518, LTD.
C/O CHRISTOPHER K. PRICE
314 E. COMMERCE ST., SUITE 600
SAN ANTONIO, TX. 78205
PHONE: 210 - 226 -6843
STATE OF TEXAS
COUNTY OF BEXAR
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY
APPEARED , KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE
DAY OF _20
NOTARY PUBLIC BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
JESSE B. MALONE
REGISTERED PROFESSIONAL ENGINEER NO. 108734
MALONENVHEELER, INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
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 101
SAN ANTONIO, TEXAS 78231
PHONE: 210 - 979 -8444
FAX: 210 - 979 -8441
LOT_SUMMARY
(54) 70'LOTS, (53) 60'LOTS, (11) 50'LOTS
(11) LANDSCAPE LOTS
5 ----- 70 ----- -{ 5'
5' 50•----- -{ 5' S' 60•- ----{ 5' BSL BSL
BSL BSL BSL BSL - -- .--------------
.!' �.
80'x 40' 80' x 50 N 80' x 60
PAD PAD PAD
oU) om om
ROW--- ... _..- ----- -._...- --- - -- ----- — .....- --- ---
50' LOT DIAGRAM - 70' LOT DIAGRAM Lu
W 60' LOT DIAGRAM - W
--- o -- - o - o
LOT DESIGN GUIDELINES
NOT TO SCALE
ADDITIONAL NOTES:
1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR
ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT.
2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
VARIABLE WIDTH SIDEWALK EASEMENT
TO BE DEDICATED ..�
BY SEPARATE INSTRUMENT
VOL. -, ---------
PG.
0 100 200
SCALE: 1"=100'
Qy'
mss, v,
sss °,t O
10' P. U.E. - \ 02,\ ' cS
I
I 33 �ryb 4r/ C,
BLOCK 2 \ \ \ \ \\
- — �\ 32 Cis
C80 V
C4
/O
WT �Z� SEA° 1 �Q>� 10.47' h° - CHt \
W 30
cb
tq g I vS�0 °3 >'p
W �r
_Z y� ip r 29 r �"� ze- 2 e
gI.S r r`° r / Bg °2 fir\ \ / 163 tit
�. e7 \ ¢ � -. 0, JA ,)
S88° 54' 12'E 128.30' g
1ti' - b88 54' 12'E 11;41,5' -. -
57
L 15
Ni o n
co 17
a
a
N '�
88 56'31 "W 124 63
S88 54' 12'E
'54'12"E 114' d'
�w
'56'31"E 120.00'_ - - -1
hr 7 \0= 2` ) l Nl l /^ r �7? D,r ^ N,,,� 40 of __I
= b sa r o ��
U00 a�� Q, i O h 16 }
Q U r/ �°' °ol 2 I m W uj
2$ I °, U U ��CK3 )co' Z LOCK3- ----�
° B
8, (n i ;�. 130.03 _ 2 — — —
N M� BLOCK2 un W 1 3S 23'w�._ 1. 1$ - - -- so �_. _ W
-S83° 08' i >Y i r 720 Z — — _ �. , s ...m __.
—1 "E 120.00' -L U O '° ' 0 tL BLOCK3 ,� t ° 3 °o c,
---_ _____ CO °r 4 L co ci d o; io v <r d I ; °
^ M b� N ° 15 o ch r, m BLOCK `° J
h
tq I
27 I co I � � v._.. � ^ ° �u � � L-. 12040'-
A--
' 4 2 685 N -
�I - --
N86' 49'26 20.00' -:- 13022'- - --- -°
° - -S89° 26' 59'E 120.00' - - -- o - -- -- -- ---i o 0
5 �° v 2 cool e` 2 4 Q Q
26 ° 14 �,OO S88 °56'31 "E 120. p
o A' m N85 °_08'54"
-I 480' - z _- W 121.19' I,y 1 0 sp.aa' 6 �o
,o ^ 4.90' 1 80 11 N84° 45' 26 "E 120.03 -- _ - - -- _ -.. — - J� —
f 10.00' _64.56' _. 66.12' - __61 0T _ _ _
130.00'1 �f 00'-- - — -
TT N88° 56' 31 "
-_S84° 45' 26 "W 10.00' 60 -
60 12' 53.96' ��. 6a 40 56',31 "W 130.40' O
._6.0.00' _l _ _ o r �, c6 1 to — _ 60.00' 0.00' U o,.,W o N
60.00' -- o
l r- 1 rn I v o Zo
Lu 6 M 7 _u�i 8 0 8 ° 10 o I 11 �/ t�0 13
W °
I r 25 M a ( LOOD PLAIN (E 12 ° pe
d.' 24 A T- — Ii iv
Cc
- z °- - 12 &8_- 1 -- -� BL01269' r ° ° 4.13' 1598,
u�
-5.10',- 58.85' b8 82, - r - -- -
55.00' _ 46.42 _ -- 47. 602 8r-- - -- �- I N I�-/�6.01' 278 ✓18 „E 50.
C49 4 - -� ,� L� .�,1 54
_ -- h3 S N84 67.68' — 680 27' 8 37 - 11 6 01' 6 L 4Z -N75'
87. 55.x0' _ 0 426'E S83° 35 "---_ 76 23. 57.25;... $ 54 -43�__
C5. 14= 13,58 46.43' 101.43' —O {" - -� \ H INGPASS -.. _.._ / E 11x.72 R1 N gv — -- C 50.11''
--
7 45'26'E -_ G cv roH - IN
" --- 84° _. `` -��� -- � {SO' ROW)
w 7 � --- C48 0
_. -- • - --_ C71 _ l • N83 °21'35 "W S15° 54' 18 019,
���_. - 45' 26"W 249.11' C24 - - -- - -- _ _._
—# — S84° _
249 11' - - - - - -- - - -- 21,35"w 1>
C23 S 5'26 "V✓ -- _-- — — — -- — — — — --- 7�72�— -- - -- -- -- C25 -�� 75P�N PROPI
_-
FEMA 100 yr. FLOOD PLAIN (PROP) 25
BLOCK -1
— — — — — — — — " — — — S88° 44' 20 "W 1168.97'
145.427 AC.
(VOL. 11564, PG. 1814)
OWNER: SCHERTZ 1518, LTD,
A TEXAS LIMITED PARTNERSHIP
ADDRESS: FM 1518
ZONED: PPD (PLANNED DEVELOPMENT)
C.P.S. NOTES LAND USE: LAND (POTENTIAL DEVELOPMENT LAND)
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL_ AUTHORITY (CCMA) I.OR WASTEWATER TREATMENT PLANT CAPACITY AND
EASEMENTS. AIL_ FEES DUE FOR IMPACT TO THE SYSTEM AT TIMI; OF CONNECTION WILL BE
CALCULATED AT SUBMITTAL... OF BUILDING PERMIT APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
LOT & BLOCK
LEGEND
NUMBERS
ALLOWABLE USE
LOT 901, BLOCK 2
NOTES:
B.C.D.P.R.
BEXAR COUNTY DEED AND
LOT 902, BLOCK 4
LANDSCAPE LOTS /
PLAT RECORDS
1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
ELECTRIC, GAS,
LOT 904, BLOCK 2
SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
R.P.R.B.C.
REAL PROPERTY RECORDS
LOT 901, BLOCK 5
EASEMENT
BEXAR COUNTY
2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
R.O.W.
RIGHT OF WAY
ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
--------------------------------------------------------
LANDSCAPE LOTS /PUBLIC
LOT 25, BLOCK 1
AMERICAN DATUM (NAD) OF 1983.
ESM'T
EASEMENT
N.V.A.E.
NON- VEHICULAR ACCESS ESM'T
3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT
B.S.L.
BUILDING SETBACK LINE
IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE
--------- --------- ------------
LOT 18 BLOCK 3
DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR
P.U.E.
PUBLIC UTILITY EASEMENT
OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
E.G.T. & TV
ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT
CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED,
ELEC
ELECTRIC
SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF
PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL
TEL
TELEPHONE
HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S
CA.TV.
CABLE TELEVISION
ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS
PROPERTY LINE
PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO
MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID
--- --- ----
-- ---- ADJACENT PROPERTY LINE
DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN
------------------ ------------------------
CENTER LINE OF R.O.W.
SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY
EASEMENT
OWNERS.
BUILDING SETBACK LINE
4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
0
TxDOT DISC (POINT OF BEGINNING)
SCALE FACTOR OF 1.00017.
SIGHT DISTANCE EASEMENT
5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
OFIR
FOUND 1/2" IRON ROD
48029C0315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS
FPK
FOUND PK NAIL
PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE
SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN.
--------- ------ -
--- ---- EXISTING CONTOURS
6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS
j Q�
PROPOSED CONTOURS
A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT
--
-- WASTE WATER UTILITY LINE
TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS.
WATER UTILITY LINE
7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE
PR. FEMA 100 YR FLOODPLAIN
EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS
EX. FEMA 100 YR FLOODPLAIN
PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR
OWNER'S SUCCESSORS AND /OR ASSIGNS.
WASTEWATER MANHOLE
_
FIRE HYDRANT
COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE:
�. e7 \ ¢ � -. 0, JA ,)
S88° 54' 12'E 128.30' g
1ti' - b88 54' 12'E 11;41,5' -. -
57
L 15
Ni o n
co 17
a
a
N '�
88 56'31 "W 124 63
S88 54' 12'E
'54'12"E 114' d'
�w
'56'31"E 120.00'_ - - -1
hr 7 \0= 2` ) l Nl l /^ r �7? D,r ^ N,,,� 40 of __I
= b sa r o ��
U00 a�� Q, i O h 16 }
Q U r/ �°' °ol 2 I m W uj
2$ I °, U U ��CK3 )co' Z LOCK3- ----�
° B
8, (n i ;�. 130.03 _ 2 — — —
N M� BLOCK2 un W 1 3S 23'w�._ 1. 1$ - - -- so �_. _ W
-S83° 08' i >Y i r 720 Z — — _ �. , s ...m __.
—1 "E 120.00' -L U O '° ' 0 tL BLOCK3 ,� t ° 3 °o c,
---_ _____ CO °r 4 L co ci d o; io v <r d I ; °
^ M b� N ° 15 o ch r, m BLOCK `° J
h
tq I
27 I co I � � v._.. � ^ ° �u � � L-. 12040'-
A--
' 4 2 685 N -
�I - --
N86' 49'26 20.00' -:- 13022'- - --- -°
° - -S89° 26' 59'E 120.00' - - -- o - -- -- -- ---i o 0
5 �° v 2 cool e` 2 4 Q Q
26 ° 14 �,OO S88 °56'31 "E 120. p
o A' m N85 °_08'54"
-I 480' - z _- W 121.19' I,y 1 0 sp.aa' 6 �o
,o ^ 4.90' 1 80 11 N84° 45' 26 "E 120.03 -- _ - - -- _ -.. — - J� —
f 10.00' _64.56' _. 66.12' - __61 0T _ _ _
130.00'1 �f 00'-- - — -
TT N88° 56' 31 "
-_S84° 45' 26 "W 10.00' 60 -
60 12' 53.96' ��. 6a 40 56',31 "W 130.40' O
._6.0.00' _l _ _ o r �, c6 1 to — _ 60.00' 0.00' U o,.,W o N
60.00' -- o
l r- 1 rn I v o Zo
Lu 6 M 7 _u�i 8 0 8 ° 10 o I 11 �/ t�0 13
W °
I r 25 M a ( LOOD PLAIN (E 12 ° pe
d.' 24 A T- — Ii iv
Cc
- z °- - 12 &8_- 1 -- -� BL01269' r ° ° 4.13' 1598,
u�
-5.10',- 58.85' b8 82, - r - -- -
55.00' _ 46.42 _ -- 47. 602 8r-- - -- �- I N I�-/�6.01' 278 ✓18 „E 50.
C49 4 - -� ,� L� .�,1 54
_ -- h3 S N84 67.68' — 680 27' 8 37 - 11 6 01' 6 L 4Z -N75'
87. 55.x0' _ 0 426'E S83° 35 "---_ 76 23. 57.25;... $ 54 -43�__
C5. 14= 13,58 46.43' 101.43' —O {" - -� \ H INGPASS -.. _.._ / E 11x.72 R1 N gv — -- C 50.11''
--
7 45'26'E -_ G cv roH - IN
" --- 84° _. `` -��� -- � {SO' ROW)
w 7 � --- C48 0
_. -- • - --_ C71 _ l • N83 °21'35 "W S15° 54' 18 019,
���_. - 45' 26"W 249.11' C24 - - -- - -- _ _._
—# — S84° _
249 11' - - - - - -- - - -- 21,35"w 1>
C23 S 5'26 "V✓ -- _-- — — — -- — — — — --- 7�72�— -- - -- -- -- C25 -�� 75P�N PROPI
_-
FEMA 100 yr. FLOOD PLAIN (PROP) 25
BLOCK -1
— — — — — — — — " — — — S88° 44' 20 "W 1168.97'
145.427 AC.
(VOL. 11564, PG. 1814)
OWNER: SCHERTZ 1518, LTD,
A TEXAS LIMITED PARTNERSHIP
ADDRESS: FM 1518
ZONED: PPD (PLANNED DEVELOPMENT)
C.P.S. NOTES LAND USE: LAND (POTENTIAL DEVELOPMENT LAND)
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL_ AUTHORITY (CCMA) I.OR WASTEWATER TREATMENT PLANT CAPACITY AND
EASEMENTS. AIL_ FEES DUE FOR IMPACT TO THE SYSTEM AT TIMI; OF CONNECTION WILL BE
CALCULATED AT SUBMITTAL... OF BUILDING PERMIT APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
LOT & BLOCK
COMMON AREA LOT
NUMBERS
ALLOWABLE USE
LOT 901, BLOCK 2
LOT 901, BLOCK 4
LOT 902, BLOCK 2
LOT 902, BLOCK 4
LANDSCAPE LOTS /
LOT 903, BLOCK 2
LOT 903, BLOCK 4
ELECTRIC, GAS,
LOT 904, BLOCK 2
LOT 904, BLOCK 4
TELEPHONE & CABLE TV
LOT 901, BLOCK 3
LOT 901, BLOCK 5
EASEMENT
LOT 902, BLOCK 3
LOT 905, BLOCK 6
LOT 24, BLOCK 1
-
--------------------------------------------------------
LANDSCAPE LOTS /PUBLIC
LOT 25, BLOCK 1
ACCESS/
LOT 33 BLOCK 2
LOT 23, BLOCK 4
DRAINAGE EASEMENT
LOT 19, BLOCK 5
--------- --------- ------------
LOT 18 BLOCK 3
LANDSCAPE LOT / PUBLIC
ACCESS
8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW:
NO CHANGES
9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
10. THERE ARE 118 DETACHED SINGLE FAMILY RESIDENTIAL LOTS
PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR
NUMBER OF EACH TYPE OF LOT.
- - - - -- --------------- -
LOT SIZE SUMMARY
DSFR(1) 50' 11
DSFR(2) 60' 53
DSFR(3) 70' 54
TOTAL LOTS = 118
11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF
TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518.
12. THE 13.37 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCES
IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK
3, LOT 23 BLOCK 4, LOT 19 BLOCK 5 WILL BE MAINTAINED BY THE
OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS.
13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
LOTS ADJACENT TO THE STREET.
14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF.
15.THIS LAND IS ZONED PPD.
THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 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 A.D. 20
BY:
CHAIRPERSON
BY:
SECRETARY
PRELIMINARY SUBDIVISION
PLAT OF
THE CROSSVINE MODULE 1,
UNIT 3
A 45.04 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060
AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF
RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO
SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS
CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE
TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814
AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN
VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR:
I, , COUNTY CLERK OF BEXAR COUNTY, DO
HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE
ON THE DAY OF _20 A.D. AT _M. AND DULY
RECORDED THE DAY OF OF , 20_ A.D. AT _M.
IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN
BOOK/ VOLUME ON PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF
OFFICE. THIS DAY OF , A.D. 20
COUNTY CLERK, BEXAR COUNTY, TEXAS
BY: ,DEPUTY
SHEET 3 OF 5
ENGINEER
*AL0NE*WHEELc0I
since INC.1sss
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
FIRM REGISTRATION NO. F -786
SURVEYOR.'
SURVEYING
34211 s —Pkwy S .tOi —An m" 1x78231
Pho k'. (210) 979-8444 • F. p'. (210) 979-6441
TBPLS F 10122—
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
STATE OF TEXAS
COUNTY OF BEXAR
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS,
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
THIS THE DAY OF , 20
OWNER: SCHERTZ 1518, LTD.
C/O CHRISTOPHER K. PRICE
314 E. COMMERCE ST., SUITE 600
SAN ANTONIO, TX. 78205
PHONE: 210 - 226 -6843
STATE OF TEXAS
COUNTY OF BEXAR
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY
APPEARED , KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE
DAY OF 20
NOTARY PUBLIC BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR
I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
JESSE B. MALONE
REGISTERED PROFESSIONAL ENGINEER NO. 108734
MALONE/WHEELER, INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
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 101
SAN ANTONIO, TEXAS 78231
PHONE: 210 - 979 -8444
FAX: 210 - 979 -8441
LOTSUMMARY
(54) 70'LOTS, (53) 60'LOTS, (11) 50'LOTS
(11) LANDSCAPE LOTS
5 70 ----------- 5'
5 50 5 5' -_ 60 ________ 5' BSL _ BSL
BSL - - - -- -BSL BSL - - -- BSL -. r _.._.._...
1 _ 1 F- F-
lF lFb �� ��o� °m
m ^m
0
80'x 40 ' 80' x 50 . 80' x 60'
PAD PAD PAD
om om °m
m m m
_........-- - ............. - -y- - --..._. _ -_.._i .------ - - - -i
50' LOT DIAGRAM _ Lu 60' LOT DIAGRAM _ Lu 70' LOT DIAGRAM
LOT DESIGN GUIDELINES
NOT TO SCALE
sj
.,.;K.° \
r
G /
1 L 1 _ ..,
�% a
\ 1(' r' p0 10' P.U.E. 19
pi r 2
�I ,. frr tj \ �'�/ / \a° BLOCK � ' \..
r^ d... 25 �'A �° ��'A
r,2 C °t 3Vt +..; ") - E \s.,,, 3Si\ \ \ p \° sy 30/0 v�a�
42 / 9 0, \ p�
# S ;, (( * s N r g ��2g / P> \ 60\ 35 / oo j Nw° GO ZNO Nam \ w,,° ��
x ... V <, ��,' rr��"' dy. \ ao v °o\ \ 3g / \o G v t� 1� \0
24 \ \
..._._ (*
�z
O p0 Zw
18 gFi � �yF \ \ \ � 12 j
- 1 i1 yg
23 pp \ C2g� CSC
CID
----,
6Jg' a1 ' �_ 6a 28 0)2 / z 38.82' ` a / \ w\ r, °s \ \ 3 / / a eo \�t3� ,, 20'R 0 W
oa
t ,_. �7.�� .. - ' 1 °o °o w °AA ra?oo� aV �_ DEDICATION
\
yg
_ \
20
17 °\ 21
W � 5.10'
W 1 ._.. . \ a >'o� g9 / \ cn� �6' Y- 21
10' P U.E. VARIABLE WIDTH SIDEWALK
EASEMENT TO BE DEDICATED BY \ .mss/ 16
N �. SEPARATE INSTRUMENT - , i -\ p °'c , 60.. , 3y / o Cap Nom. Ci yp a / \ \ ro CP . 6'-\
U V j
E, VOL. 4W - - 17
F,
IR
PG. W 3/ 22
z 23
BLOC K 4 15 b-
LLJ..
o \ 4° /
°o
1z `z, z-
14 14
ko
U S86° 49' 22 "E 7.26' \ \ > i 3
0
� +CG
¢ o
y
' / o
4 6
0
a S
' - -- -- - - -- ^ .� c'� 13 \ 0 5.10'. -'�I � 3
w
-� \ p \,4 ,SN \ o /. 3y 8 3' - by wo a 13 \\ /y0 a 5g WATER EASEMENT TO
Q
\ o/ / Oa 6° �'g cry°' 3 / / "' « BE DEDICATED BY __..
12 ° / y /S SEPARATE INSTRUMENT
Qi $ A o / / / A \ 12 m o / VOL. --- - - - -- --
v o3� Cp ' a> � i A o. / /4p / > > p0 PG
_.-
\ C38
M _ --_ CREEK POCKET
l o I 86'4
9-
6° 49_ ' 22 'W �o (60' R.Q.W.} S
130.02' S6 10.00'--
10
_ \ \
>�o v v /
l.a. -. 41' - �40 4s �1 _
/
1 2 1'r ~- 5,10'_ Tcv ° _,J..., �- -89 . �$3 ga3 / -- pa`7`--
-co 90 C411,� 36 6a` / �$ /0
-C42- L21 C74 - - N86 49'22 "W �2.6Q - C75 -�/ j mod/ o \ 7 \q 5 E bp��y 1 ,�Q�S.
C26 ---- - - -N86 °49'2 2.6Q' 080 G27 56�i ' '' \ \� \� L �p _�39 g O 1 �(fG
_ _.31.00' g 14 , '� u �(G�
49 4, . _ 60. _' 26.60 5 J N` o \ \ \ 6 fl �3-�. �� k S1 '(i�
- - -
�....:- o o — —� — — = o \ 6 a° \ o e �Q� g59 6 ?-1 QC'• \AAGANb \• GO vPOO� - —
o N o\ 5 �� 0 6 p opo 2 g1 PRA 1� P N
•
i I 2 3 m n� °� \ `Ip \,'
4 U
(� �j��P���G
�I i 1 0 \ ° \ ✓ 41 y FE�P �NEyUSS g5� R�S� a ��
� 11
�--- BLOCKS _— 39.64' N SAN
S886263 0'E 60.00' - -- 50.32' 18.72' 39 64`\� N
\ S86° 49' 22 "E N88° 00' 40 "E 2o N P�Q 0
2� \
Tta \
��\ 19
�ji\ BLOCK5
6'
C.P.S. NOTES
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TRF:AI-MEN] PLANT CAPACITY AND
EASEMENTS. AL_I_ FEES DUL FOR IMPACT TO THE SYSTEM AT 1IME OF CONNECTION WILL BF:
CAILCUL...ATED AT SUBMITTAL.. OF BUILDING PERMIT APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
LOT & BLOCK
COMMON AREA LOT
LEGEND
ALLOWABLE USE
LOT 901, BLOCK 2
LOT 901, BLOCK 4
NOTES:
LOT 902, BLOCK 4
B.C.D.P.R.
BEXAR COUNTY DEED AND
LOT 903, BLOCK 4
ELECTRIC, GAS,
LOT 904, BLOCK 2
PLAT RECORDS
1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
LOT 901, BLOCK 3
LOT 901, BLOCK 5
EASEMENT
SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
LOT 905, BLOCK 6
R.P.R.B.C.
REAL PROPERTY RECORDS
- - - - - --
- - -- - - - - --
LANDSCAPE LOTS /PUBLIC
LOT 25, BLOCK 1
BEXAR COUNTY
2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
LOT 33 BLOCK 2
R.O.W.
RIGHT OF WAY
ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
DRAINAGE EASEMENT
LOT 19, BLOCK 5
_ -- --
AMERICAN DATUM (NAD) OF 1983.
----- ------- --------
ESM'T
EASEMENT
LANDSCAPE LOT / PUBLIC
N.V.A.E.
NON- VEHICULAR ACCESS ESM'T
3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT
B.S.L.
BUILDING SETBACK LINE
IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE
DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR
P.U.E.
PUBLIC UTILITY EASEMENT
OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
E.G.T. & TV
ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT
CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED,
ELEC
ELECTRIC
SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF
PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL
TEL
TELEPHONE
HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S
CA.TV.
CABLE TELEVISION
ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS
PROPERTY LINE
PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO
MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID
---- - -- ----
-------- ADJACENT PROPERTY LINE
DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN
CENTER LINE OF R.O.W.
SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY
EASEMENT
OWNERS.
BUILDING SETBACK LINE
4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
0 100 200
0
TxDOT DISC (POINT OF BEGINNING)
SCALE FACTOR OF 1.00017.
SIGHT DISTANCE EASEMENT
SCALE: 1"=100'
5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
OFIR
FOUND 1/2" IRON ROD
48029CO315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS
FPK
FOUND PK NAIL
PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE
SOME OF WHICH IS LOCATED IN THE 100 -YEAR FLOODPLAIN.
ADDITIONAL NOTES:
- - -1 OO -- ------- -- - - - ---
- -- - - -- EXISTING CONTOURS
6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS
j Q�
PROPOSED CONTOURS
A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT
1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR
TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS.
ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
--
-- WASTE WATER UTILITY LINE
ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT.
WATER UTILITY LINE
7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE
PR. FEMA 100 YR FLOODPLAIN
EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS
2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
EX FEMA 100 YR FLOODPLAIN
PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR
DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
.
OWNER'S SUCCESSORS AND /OR ASSIGNS.
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
WASTEWATER MANHOLE
_
FIRE HYDRANT
COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE:
sj
.,.;K.° \
r
G /
1 L 1 _ ..,
�% a
\ 1(' r' p0 10' P.U.E. 19
pi r 2
�I ,. frr tj \ �'�/ / \a° BLOCK � ' \..
r^ d... 25 �'A �° ��'A
r,2 C °t 3Vt +..; ") - E \s.,,, 3Si\ \ \ p \° sy 30/0 v�a�
42 / 9 0, \ p�
# S ;, (( * s N r g ��2g / P> \ 60\ 35 / oo j Nw° GO ZNO Nam \ w,,° ��
x ... V <, ��,' rr��"' dy. \ ao v °o\ \ 3g / \o G v t� 1� \0
24 \ \
..._._ (*
�z
O p0 Zw
18 gFi � �yF \ \ \ � 12 j
- 1 i1 yg
23 pp \ C2g� CSC
CID
----,
6Jg' a1 ' �_ 6a 28 0)2 / z 38.82' ` a / \ w\ r, °s \ \ 3 / / a eo \�t3� ,, 20'R 0 W
oa
t ,_. �7.�� .. - ' 1 °o °o w °AA ra?oo� aV �_ DEDICATION
\
yg
_ \
20
17 °\ 21
W � 5.10'
W 1 ._.. . \ a >'o� g9 / \ cn� �6' Y- 21
10' P U.E. VARIABLE WIDTH SIDEWALK
EASEMENT TO BE DEDICATED BY \ .mss/ 16
N �. SEPARATE INSTRUMENT - , i -\ p °'c , 60.. , 3y / o Cap Nom. Ci yp a / \ \ ro CP . 6'-\
U V j
E, VOL. 4W - - 17
F,
IR
PG. W 3/ 22
z 23
BLOC K 4 15 b-
LLJ..
o \ 4° /
°o
1z `z, z-
14 14
ko
U S86° 49' 22 "E 7.26' \ \ > i 3
0
� +CG
¢ o
y
' / o
4 6
0
a S
' - -- -- - - -- ^ .� c'� 13 \ 0 5.10'. -'�I � 3
w
-� \ p \,4 ,SN \ o /. 3y 8 3' - by wo a 13 \\ /y0 a 5g WATER EASEMENT TO
Q
\ o/ / Oa 6° �'g cry°' 3 / / "' « BE DEDICATED BY __..
12 ° / y /S SEPARATE INSTRUMENT
Qi $ A o / / / A \ 12 m o / VOL. --- - - - -- --
v o3� Cp ' a> � i A o. / /4p / > > p0 PG
_.-
\ C38
M _ --_ CREEK POCKET
l o I 86'4
9-
6° 49_ ' 22 'W �o (60' R.Q.W.} S
130.02' S6 10.00'--
10
_ \ \
>�o v v /
l.a. -. 41' - �40 4s �1 _
/
1 2 1'r ~- 5,10'_ Tcv ° _,J..., �- -89 . �$3 ga3 / -- pa`7`--
-co 90 C411,� 36 6a` / �$ /0
-C42- L21 C74 - - N86 49'22 "W �2.6Q - C75 -�/ j mod/ o \ 7 \q 5 E bp��y 1 ,�Q�S.
C26 ---- - - -N86 °49'2 2.6Q' 080 G27 56�i ' '' \ \� \� L �p _�39 g O 1 �(fG
_ _.31.00' g 14 , '� u �(G�
49 4, . _ 60. _' 26.60 5 J N` o \ \ \ 6 fl �3-�. �� k S1 '(i�
- - -
�....:- o o — —� — — = o \ 6 a° \ o e �Q� g59 6 ?-1 QC'• \AAGANb \• GO vPOO� - —
o N o\ 5 �� 0 6 p opo 2 g1 PRA 1� P N
•
i I 2 3 m n� °� \ `Ip \,'
4 U
(� �j��P���G
�I i 1 0 \ ° \ ✓ 41 y FE�P �NEyUSS g5� R�S� a ��
� 11
�--- BLOCKS _— 39.64' N SAN
S886263 0'E 60.00' - -- 50.32' 18.72' 39 64`\� N
\ S86° 49' 22 "E N88° 00' 40 "E 2o N P�Q 0
2� \
Tta \
��\ 19
�ji\ BLOCK5
6'
C.P.S. NOTES
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG
EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TRF:AI-MEN] PLANT CAPACITY AND
EASEMENTS. AL_I_ FEES DUL FOR IMPACT TO THE SYSTEM AT 1IME OF CONNECTION WILL BF:
CAILCUL...ATED AT SUBMITTAL.. OF BUILDING PERMIT APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
LOT & BLOCK
COMMON AREA LOT
NUMBERS
ALLOWABLE USE
LOT 901, BLOCK 2
LOT 901, BLOCK 4
LOT 902, BLOCK 2
LOT 902, BLOCK 4
LANDSCAPE LOTS /
LOT 903, BLOCK 2
LOT 903, BLOCK 4
ELECTRIC, GAS,
LOT 904, BLOCK 2
LOT 904, BLOCK 4
TELEPHONE & CABLE TV
LOT 901, BLOCK 3
LOT 901, BLOCK 5
EASEMENT
LOT 902, BLOCK 3
LOT 905, BLOCK 6
- - --
LOT 24, BLOCK 1
- - - - - --
- - -- - - - - --
LANDSCAPE LOTS /PUBLIC
LOT 25, BLOCK 1
ACCESS/
LOT 33 BLOCK 2
LOT 23, BLOCK 4
DRAINAGE EASEMENT
LOT 19, BLOCK 5
_ -- --
---- ----
----- ------- --------
LOT 18 BLOCK 3
LANDSCAPE LOT / PUBLIC
ACCESS
8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW:
NO CHANGES
9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
10. THERE ARE 118 DETACHED SINGLE FAMILY RESIDENTIAL LOTS
PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR
NUMBER OF EACH TYPE OF LOT.
LOT SIZE SUMMARY
DSFR(1) 50' 11
DSFR(2) 60' 53
DSFR(3) 70' 54
TOTAL LOTS = 118
11. 20' ROAD RIGHT -OF -WAY DEDICATION TO TEXAS DEPARTMENT OF
TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518.
12. THE 13.37 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCES
IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK
3, LOT 23 BLOCK 4, LOT 19 BLOCK 5 WILL BE MAINTAINED BY THE
OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS.
13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
LOTS ADJACENT TO THE STREET.
14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF.
15.THIS LAND IS ZONED PPD
THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 3 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 A.D. 20
BY:
CHAIRPERSON
BY:
SECRETARY
PRELIMINARY SUBDIVISION
PLAT OF
THE CROSSVINE MODULE 1,
-- -- .........------ - - --
UNIT 3
A 45.04 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060
AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF
RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO
SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS
CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE
TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814
AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN
VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
STATE OF TEXAS
COUNTY OF BEXAR:
1, , COUNTY CLERK OF BEXAR COUNTY, DO
HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE
ON THE DAY OF , 20_ A.D. ATM. AND DULY
RECORDED THE DAY OF OF , 20_ A.D. AT _M.
IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN
BOOK/ VOLUME ON PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF
OFFICE. THIS DAY OF , A.D. 20_
COUNTY CLERK, BEXAR COUNTY, TEXAS
BY: ,DEPUTY
SHEET 4 OF 5
ENGINEER:
EMALONEF*tWHEELER
INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
FIRM REGISTRATION NO. F-786
SURVEYOR:
!!!TW
1
SURVEYING
3421 1-- Pkwy. . - m� 1x 18 1
Phone # (210) 97948444 • F. # (210) 979-6441
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
STATE OF TEXAS
COUNTY OF BEXAR
THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE
PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS,
ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC
PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN
EXPRESSED.
THIS THE DAY OF
OWNER: SCHERTZ 1518, LTD.
C/O CHRISTOPHER K. PRICE
314 E. COMMERCE ST., SUITE 600
SAN ANTONIO, TX. 78205
PHONE: 210-226-6843
STATE OF TEXAS
COUNTY OF BEXAR
BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY
APPEARED KNOWN TO ME
TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING
INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME
FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE
DAY OF 20
NOTARY PUBLIC
STATE OF TEXAS
COUNTY OF BEXAR
BEXAR COUNTY, TEXAS
1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE
STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING
CONSIDERATION HAS BEEN GIVEN TO THIS PLAT.
JESSE B. MALONE
REGISTERED PROFESSIONAL ENGINEER NO. 108734
MALONE[WHEELER, INC.
5113 SOUTHWEST PARKWAY, SUITE 260
AUSTIN, TEXAS 78735
PHONE: (512) 899-0601 FAX: (512) 899-0655
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 101
SAN ANTONIO, TEXAS 78231
PHONE: 210-979-8444
FAX: 210-979-8441
LOT SUMMARY
(54) 70'LOTS, (53) 60'LOTS, (11) 50'LOTS
(11) LANDSCAPE LOTS
5 /U 5'
----------- -------------
5' ------ -------- 5' 5' 60 ----------- 5' BSL B - SL
__BSL BSL BSL BSL - -r-1 - - --
r
---- - ---- - -
1 -1 1 F b
F b;
80'x 40' 80, x 50, 80,x6 0'
PAD PAD PAD
ova m,
cn
I , I I _cn ,", I , I ---- ---
____k d _7 _-A
ROW---- ------ -----
----
50' LOT DIAGRAM 69 LOT DIAGRAM LU 70' LOT DIAGRAM LU
Q. Q.
LOT DESIGN GUIDELINES
NOT TO SCALE
--------------------------------------
LINE TABLE
LINE #
LENGTH
DIRECTION
LI
44.28'
N66'2943"W
- - - - - ---------
L2
- - - ---------
88.56'
- -
N54'52'12"W
L3
88.56'
N43 °14'41 W
L4
81.60'
N31'37'11"W
- - --------
L5
- - - - - -------
50.00'
S10'4322"E
- - - - -----------
L6
- - - - - - ---------
32.61'
S10'55'05"E
L7
- ----------
40.94'
- - -
S47'12'00"W
- - - - - ---------
L8
17.08'
S42'31'32"E
L9
11.55'
S47'19'54"W
- ---------
LIO
44.00'
S42'40'06"E
Lll
- ---------
11.44'
- - - ___ ____
N47'19'54"E
L12
16.96'
S42'3132"E
L13
- -------
40.36'
N47'12'00"E
- - - - - -------
L14
50.00,
S58 °48'01 "E
- - ------
L15
____
50.00,
- ----- ____
S88'56'31 "E
- - - - -------
L16
50.02'
N61'13'58"E
- - - - -------
L17
-----
38.99'
N864937"E
- - ------------
L18
30.82'
N61'3838"E
L19
26.45'
S03'10'38"W
L20
29.03'
NO3'10'38"E
- --------
L21
- - - - - -----
6.96'
S86'4922"E
L22
- - - - - - -----------
15.00'
S03'10'38"W
L23
15.00'
NO3'10'38"E
- - - - --------
L24
25.23'
S03'39'18"E
L25
- - - - --------
51.13'
S59'3835"W
- ------
L25
11.09,
S03'39'18"E
L26
7.20'
N75'21'25"W
- - - - --------
L26
- - - ---------
11.09,
-
NO3'39'18"W
L27
14.14'
N14'3835"E
- - - - ---------
L27
- ----- - -------
25.23'
S03'39'18"E
- - - - ------
L28
- -------
22.55'
- --- - -- - ----- ____
N29'59'31 W
L29
11.67'
N29 °59'31 "W
L30
- -----------
19.21'
S31 °11'59 "W
L31
- - - -------
46.76'
SI0 '55'05"E
L32
46.38'
- - ---------
N38'42'19"W
C.P.S. NOTES
1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND
RIGHTS-OF-WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES
IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS
EASEMENT, "ANCHOR EASEMENT", "SERVICE EASEMENT", "OVERHANG
EASEMENT", "UTILITY EASEMENT", AND "TRANSFORMER EASEMENT" FOR THE
PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING,
REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR
BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH
ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND
EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID
FACILITIES WITHIN SAID EASEMENT AND RIGHT-OF-WAY AREAS, AND THE RIGHT TO
REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER
OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF
SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT
NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID
EASEMENT AREA.
2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS
EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR
GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR
PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND
ELEVATION ALTERATION.
----------------------------------------------
CURVE TABLE
Curve #
LEGEND
B.C.D.P.R.
BEXAR COUNTY DEED AND
CHORD BRG
PLAT RECORDS
R.P.R.B.C.
REAL PROPERTY RECORDS
15.00'
BEXAR COUNTY
R.O.W.
RIGHT OF WAY
ESM'T
EASEMENT
N.V.A.E.
NON-VEHICULAR ACCESS ESM'T
B.S.L.
BUILDING SETBACK LINE
P.U.E.
PUBLIC UTILITY EASEMENT
E.G.T. & TV
ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT
ELEC
ELECTRIC
TEL
TELEPHONE
CATV.
CABLE TELEVISION
S49'45'1 I "E
PROPERTY LINE
C5
ADJACENT PROPERTY LINE
------------------- ------- ------------------
CENTER LINE OF R.O.W.
-------------------
EASEMENT
- -------
C6
BUILDING SETBACK LINE
1 0
0 00 200
TxDOT DISC (POINT OF BEGINNING)
- ---
N74'18'15"E
SIGHT DISTANCE EASEMENT
SCALE: 1"=100' OFIR
FOUND 1/2" IRON ROD
(DFPK
FOUND PK NAIL
---- --- loo ------
--- ---- EXISTING CONTOURS
0
PROPOSED CONTOURS
15.00'
WASTE WATER UTILITY LINE
---- ---- ---- ----
------ WATER UTILITY LINE
--------- ---------- ------------------ ----------
- - PR. FEMA 100 YR FLOODPLAIN
- - -- - - --------
15.00'
EX. FEMA 100 YR FLOODPLAIN
N46'07'44"E
WASTEWATER MANHOLE
- ----------
CIO
FIRE HYDRANT
----------------------------------------------
CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
CHORD BRG
CHORD DIST
cl
23.48'
15.00'
- - - --------
89'40'28"
S33'55'09"W
21.15'
----- - - -----------
C2
- - -
23.65'
- -- - ---------
15.00'
90'19'32"
S56*04'51 "E
- -- - - - --------------
21.27'
- ---- - --------
C3
- - -
331.82'
- - - --------
680.00'
27'5732"
S24'53'51 "E
- ------------
328.54'
- - - - - - --------
C4
- - - ------
108.25'
590.00'
10'30'44"
S49'45'1 I "E
- -----------
108.10'
C5
22.57'
15.00'
86'12'33"
S11 °54'17 "E
20.50'
- -------
C6
22.57'
15.00'
- - - - -------
86'12'33"
- ---
N74'18'15"E
- ------- - --------------
20.50'
----- - - --------
C7
270.95'
- - ------
590.00'
- - ---- - - - -------
26'18'44"
- -
S75'44'50"E
268.57'
- - - - - ------------
C8
23.58'
15.00'
90'03'52"
S43'52'16"E
21.23'
------ - ---------
C9
- - - - - - -------
23.55'
- - -- - - --------
15.00'
89'56'08"
N46'07'44"E
21.20'
- ----------
CIO
- -------
34.89'
- -----------
41.00'
- --- - - - -----
48'4544"
S64'31'20"E
- - - ----------------
33.85'
- ------ - ----------
Cli
134,55'
70.00'
110*07'37"
N84'4744"E
114.77'
C12
35.95'
41.00'
50'14'06"
- - - - --------------
N54'50'58"E
34.81'
- -------
C13
- ---------
205.73'
- - -
580.00'
____ - ------
20'1923"
N69'4820"E
- --------------
204.65'
------- - -------
C14
-
23.56'
15.00'
89'5957"
S75'21'23"E
- ------------
21.21'
- - - - -------
C15
25.31'
----- - --------
15.00'
96 °41'04"
N17'59'07"E
- -------------
22.41'
C16
78.35'
219.00'
20'2957"
N76'3438"E
77.94'
C17
119.11'
271.00'
25'10'58"
- ---
N74'14'08"E
- ----------- - -----------
118.15'
C19
5.01'
15.00'
19'08'44"
- -- ---
N69 °11'01 "E
--------- - - - - - ---------
4.99'
- - ------
C20
- - -----------
88.28'
- - -------
275.00'
18'2334"
N69'3336"E
- ---------------
87.90'
C21
- - ---------
275.31'
-
175.00'
90'08'15"
N15'17'42"E
- ------------
247.78'
- - ----------
C22
- -
10.42'
75.00'
7'57'40"
- ---
N25'4736"W
------- ------ - ----------
10.41'
C23
- ------
390.89'
305.00'
73'2547"
N58'31'40"W
------ - - - ---------------
364.68'
----- - - --------
C24
- - - - - - ---------
202.21'
975.00'
11'5259"
N89'18'04"W
- --------------
201.85'
C25
262.38'
725.00'
20'44'07"
S86'16'22"W
260.95'
- - - - - -------
C26
- - ------
143.19'
- -----
475.00'
17'16'20"
S84'3228"W
- ----------
142.65'
C27
172.66'
295.00'
3332'03"
S76'2437"W
170.20'
C28
278.74'
60.00'
266'10'39"
S73'2644 "E
87.64'
- - -------
C29
- -
22.56'
15.00'
86'10'39"
N16'33'16"E
20.49'
C30
- ---------
23.56'
- ---------
15.00'
90'00'00"
S75'21'25"E
- ------------
21.21'
- - -------
C31
23.56'
15.00'
90'00'00"
N14'38'35"E
21.21'
- ----- - -- --------
C32
23.56'
15.00'
90'00'00"
S75'21'25"E
21.21'
- -----
C33
278.74'
- - - ------
60.00'
266'10'39"
N16'33'16"E
87.64'
C34
22.56'
- - --------
15.00'
86'10'39"
N73'2644"W
20.49'
C35
23.56'
- -------
15.00'
- -
90'00'00"
- ---
N14'3835"E
- ------ - ------------
21.21'
- - - - ---------
C36
106.66'
- - -------
245.00'
24'5633"
N72'06'52"E
105.81'
C37
- --------
25.81'
15.00'
98'35'31
S46'07'07"E
- - -----------
22.74'
C38
188.50'
- - - - ---------
60.00'
180'00'00"
S86*4922"E
- ---- - - ------------
120.00'
C39
____ - - - -------
23.56'
- - - ------
15.00'
90'00'00"
N48'10'38"E
- - -----------
21.21'
C40
--- - - -------
47.12'
- - - - - - ---------
15.00'
- ------
180'00'00"
--- - ------
N864922"W
30.00'
- ----------
C41
- ------- - - -------
47.12'
15.00'
- - -------
180'00'00"
___ __ - -----------
S86'4922"E
- ----------------
30.00'
- ---- - - --------
C42
- -------
158.27'
525.00'
17'16'20"
N84'3228"E
157.67'
C43
82.06'
675.00'
6'5755"
-----
N79'23'16"E
--------
82.01'
- - - - -------
C44
- ---------
24.47'
- -
15.00'
93'2829"
S50'2333"E
21.85'
-------------------------------------- -- - - - CURVE TABLE
Curve #
LENGTH
RADIUS
DELTA
CHORD BRIG
CHORD DIST
C45
18.51'
225.00'
- - --------
4'4247"
S01 °17'55 "E
18.50'
C46
22.62'
275.00'
- - - - -------------
44247"
- -
S01 '17'55"E
22.61'
- - - - ---------
C47
- ------
24.47'
15.00'
- - -----
93'2829"
-- - --------
N43'04'56"E
- - -------------
21.85'
C48
- - ----------
80.36'
675.00'
6'49'15"
S8646'12"E
80.31'
- -------
C49
- - - - -------
212.58'
1025.00'
- --------
11'5259"
- - - - - - ----------
S89'18'04"E
- - ---------------
212.20'
- --------
C50
- - ------
23.56'
15.00,
- - - -------
90'00'00"
S50'14'34"E
----- - - - ----------
21.21'
C51
302.12'
- ---------
475.00'
- - - - - - - --------
36'2633"
-----------
S12'5843"W
- - ---------------
297.05'
C52
333.92'
- ------
525.00'
36'2633"
N12'5843"E
328.32'
C53
23.56'
15.00'
90100'00"
- - - ------------
N394526"E
- - - - ---------
21.21'
C54
- -------
326.81'
255.00'
73'2547"
S58'31'40"E
- - --------------
304.90'
C55
34.21'
15.00'
- - -- ---------
130'40'17"
S43'31'22"W
27.26'
C56
- ----------
280.07'
- -----
60. 00'
267'2648"
S24'51'53"E
- -------------
86.72'
C57
33.72'
- - - - ---------
15.00'
128 °48'51"
N85'49'08"E
27.06'
- - - - - -----------
C58
23.56'
15.00'
90*00'00"
S15'13'34"W
21.21'
C59
- - --------
22.56'
- --- - - ----------
15.00'
- --------
86'10'39"
N76'41'07"W
- - - - - - -- - ---------------
20.49'
C60
278.74'
60.00'
266'10'41
S13'18'52"W
87.64'
- -- - --------
C61
23.56'
15.00'
90'00'00"
S74'4626"E
21.21'
----- - - -------
C62
196.65'
- - -------
125.00'
90'08'15"
S15'17'42"W
- - - - ---------------
176.99'
C63
72.23'
225.00'
18'2334"
S69'3336"W
- ---------------
71.92'
C64
- ---------
5.18'
15.00'
19'4748"
S88'39'1 7W
-------- - -- - --------------
5.16'
C65
80.25'
250.00'
18'2334"
- ---
N69*3336"E
- ------
79.91'
C66
235.98'
- - - --------
150.00'
90'08'15"
N15'17'42"E
- - - - ---------------
212.39'
C67
- -------
39.27'
50.00'
45'00'00"
- ------ - ---------
N824334"E
-_
38.27'
C68
- ---------
13.89'
- - - - - - - - --------
100.00,
7'57'40"
N25'4736"W
- - - - - - - - ---------------
13.88'
C69
- - ---------
358.85'
280.00'
- --- - ---------
73'2547"
N58'31'40"W
334.79'
C70
318.02'
500.00'
36'2633"
N12'5843"E
312.69'
C71
207,40'
1000.00'
11'5259"
N89'18'04"W
- ----- - - ----------
207.03'
C72
253.33'
700.00'
20'44'07"
S86'16'22"W
- ----------
251.95'
- -------
C73
- - --------
20.56'
- - - - - - ------
250.00'
4'4247"
N01 °17'55 "W
- - - - - ---------
20.56'
C74
- --------
150.73'
- -
500.00'
17'16'20"
- ------
S84'3228"W
- - - - ------------
150.16'
- -------
C75
3' 158.0
270.00'
33'32'03"
S76' 2437"W
------- - - -- - ------------
155.78'
C76
- - -------
39.27'
50.00'
45'00'00"
- ------
N52'51'25"W
38.27'
- --------
C77
- - ----------
39.27'
- - - - - ----------
50.00'
-
45'00'00"
S37'08'35"W
- -----------------
38.27'
- - ------------
C78
- - - - - --------
275.73'
-------- - -------
690.00'
22*5345"
S22'21'57"E
- - - ---------------
273.90'
C79
124.17'
600.00'
11'51'26"
- ----------
S50'2532"E
- - - - ------------
123.95'
- -- - --------
C80
- - - - -----------
4.28'
15.00'
16'21'05"
------
N23'01'27"E
- - -----------
4.27'
- - - - - - -----------
C81
- -
4.28'
- - --------
15.00'
16'21'05"
N39'2232"E
- -----------------
4.27'
- ----- - - --------
C82
- - --------
120.84'
-
600.00'
11'32'20"
N67'00'57"W
- -------- - ------------------
120.63'
C83
116.60'
235.00'
28'2542"
S73'51'26"W
- - - - ------------
115.41'
C84
17.69'
215.00'
4'4247"
S01 °17'55 "E
- - -------------
17.68'
C85
- - - --------
23.44'
- - ---------
- - - ------
285.00'
- -
- ---- - - ---- -------
44247"
- - ----------
S01 °17'55 "E
- -
23.44'
- - - ---------------
THE PROPOSED DI'VELOPMEN-1 HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK
MUNICIPAL AUU-IORITY (COMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND
EASEMENTS. AILL FEES DUE FOR IMPACT TO THF SYSTEM AT TIME OF CONNECTION WILL OF
CALCUI ATER AT SUBMITTAL OF BUILDING PFRMIF APPLICATION.
AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY
ADDITIONAL NOTES:
1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR
ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT.
ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT.
NOTES:
1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW
SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE.
2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM
ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH
AMERICAN DATUM (NAD) OF 1983.
3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT
IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE
DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR
OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE
CROSS-SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED,
SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF
PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL
HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S
ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS
PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO
MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID
DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN
SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY
OWNERS.
4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED
SCALE FACTOR OF 1.00017.
5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO.
48029CO315F, DATED SEPT. 29, 2010, AND FEMA MAP 315, THIS
PROPERTY IS LOCATED IN ZONE X, ZONE X (SHADED) AND ZONE AE
SOME OF WHICH IS LOCATED IN THE 100-YEAR FLOODPLAIN.
6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS
A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT
TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS.
7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE
EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS
PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR
OWNER'S SUCCESSORS AND/OR ASSIGNS.
COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE:
--------------------------------- ---------------------------------- -------------------------------------------------
LOT & BLOCK COMMON AREA LOT
----------------------- NUMBERS ........................ ALLOWABLE USE ............
LOT 901, BLOCK 2 LOT 901, BLOCK 4
LOT 902, BLOCK 2 LOT 902, BLOCK 4 LANDSCAPE LOTS /
LOT 903, BLOCK 2 LOT 903, BLOCK 4 ELECTRIC, GAS,
LOT 904 BLOCK 2 LOT 904 BLOCK 4 TELEPHONE & CABLE TV
LOT 901: BLOCK 3 LOT 901: BLOCK 5 EASEMENT
LOT 902, BLOCK 3 LOT 905, BLOCK 6
LOT 24, BLOCK I LANDSCAPE LOTS/PUBLIC
LOT 25, BLOCK 1
LOT 33, BLOCK 2 ACCESS/
LOT 23 BLOCK 4 DRAINAGE EASEMENT
LOT 19: BLOCK 5
- - - ---------------------------------------------------- --------------------
LOT 18, BLOCK 3 LANDSCAPE LOT
ACCESS
- ------ - - ---------- --------------------------------------------------- - - - - - - ----- ___
8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT
ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE,
CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS
THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW:
NO CHANGES
9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88
10. THERE ARE 118 DETACHED SINGLE FAMILY RESIDENTIAL LOTS
PROPOSED BY THIS PLAT. PLEASE SEE THE FOLLOWING TABLE FOR
NUMBER OF EACH TYPE OF LOT.
rLof SIZE SUMMARY
DSFR(l) 50' 11
DSFR(2) 60' 53
DSFR(3) 70' 54
TOTAL LOTS = 118
11. 20' ROAD RIGHT-OF-WAY DEDICATION TO TEXAS DEPARTMENT OF
TRANSPORTATION CONTAINS 0.2141 OF AN ACRE ALONG FM 1518.
12. THE 13.37 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCES
IDENTIFIED AS LOT 24 BLOCK 1, LOT 25 BLOCK 1, LOT 33 BLOCK 2, LOT 18 BLOCK
3, LOT 23 BLOCK 4, LOT 19 BLOCK 5 WILL BE MAINTAINED BY THE
OWNER/DEVELOPER AND/OR ITS SUCCESSOR OR ASSIGNS.
13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE
LOTS ADJACENT TO THE STREET.
14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS,
E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE
HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE
PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY
AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC
DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF.
15.THIS LAND IS ZONED PPD.
THIS PLAT OF
THE CROSSVINE,_MODULE1,_UNIT 3SUBDIVISION 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: CHAIRPERSON
BY:
SECRETARY
PRELIMINARY SUBDIVISION
PLAT OF
THE CROSSVINE MODULE 1
UNIT 3
A 45.04 ACRES TRACT OF LAND, OUT OF THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187,
COUNTY BLOCK 5059, THE E.R. EVANS SURVEY NO. 80, ABSTRACT NO. 216, COUNTY BLOCK 5060
AND BEING OUT OF A 122.533 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF
RECORD IN VOLUME 11918 PAGE 1926, A 1.5019 ACRE TRACT OF LAND AS CONVEYED TO
SCHERTZ 1518, LTD OF RECORD IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT OF LAND AS
CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11918 PAGE 1922, A 145.427 ACRE
TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN VOLUME 11564 PAGE 1814
AND A 91.286 ACRE TRACT OF LAND AS CONVEYED TO SCHERTZ 1518, LTD OF RECORD IN
VOLUME 11601 PAGE 2280, ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY,
TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS
2. ANY CONSTRUCTION WITHIN THE 100 YEAR FLOOD ELEVATION SHALL BE
DONE IN CONFORMANCE WITH THE FLOOD DAMAGE PREVENTION
ORDINANCE IN EFFECT AT THE TIME OF CONSTRUCTION APPLICATION.
STATE OF TEXAS
COUNTY OF BEXAR:
1, COUNTY CLERK OF BEXAR COUNTY, DO
HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE
ON THE DAY OF _20 A.D. AT _M. AND DULY
RECORDED THE DAY OF OF -, 20 A.D. AT -M.
IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN
BOOK/ VOLUME ON PAGE
IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF
OFFICE. THIS -DAY OF A.D. 20
COUNTY CLERK, BEXAR COUNTY, TEXAS
BY: DEPUTY
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