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PZ 08-27-2014 AGENDA with associated documentse ;. •. MOO 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 City of Schertz Core Values Do the right thing Do the best you can Treat others the way you would want to be treated Work together cooperatively as a team 2. HEARING OF RESIDENTS This time is set aside for any person who wishes to address the Planning and Zoning Commission. Each person should fill out the Speaker's register prior to the meeting. Presentations should be limited to no more than three (3) minutes. Discussion by the Commission of any item not on the agenda shall be limited to statements of specific factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and /or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered. 3. CONSENT AGENDA: A. PC2014 -030 Consider and act upon a request for approval of a final plat of Willow Grove Subdivision Unit 3, an approximately 24 acre tract of land situated in the J. Leal D. survey No. 79, Abstract 424, County Block 5058, Bexar County, Schertz, Texas and is generally located west of the intersection of Schaefer Road and FM 1.518. 4. ITEMS FOR INDIVIDUAL CONSIDERATION: A. PC2014 -041 Consider and act upon a request for approval of a master plan of The Reserve at Schertz II, an approximately 103 acre tract of land situated in the Stacy B. Lewis Survey No. 31.7, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection of Laura Heights and Boenig Drive. B. Waiver A — Rough Proportionality on roadway construction associated with PC2014 -042 Consider and act upon a request for approval of a waiver regarding Rough Proportionality on roadway construction related to the proposed preliminary plat of The Reserve at Schertz II, Unit 1, an approximately 29 acre tract of land situated in the Stacy B. Lewis Survey No. 31.7, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection Planning & Zoning August 27, 2014 Page 1 of 3 of Laura Heights and Boenig Drive. C. PC2014 -042 Consider and act upon a request for approval of a preliminary plat of The Reserve at Schertz 1I, Unit 1, an approximately 29 acre tract of land situated in the Stacy B. Lewis Survey No. 317, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection of Laura Heights and Boenig Drive. D. Waiver — Rough Proportionality on roadway construction associated with PC2014 -043 Consider and act upon a request for approval of a waiver regarding Rough Proportionality on roadway construction related to the proposed preliminary plat of The Reserve at Schertz 11, Unit 2, an approximately 27 acre tract of land situated in the Stacy B. Lewis Survey No. 317, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection of Laura Heights and Boenig Drive. E. PC2014 -043 Consider and act upon a request for approval of a preliminary plat of The Reserve at Schertz II, Unit 2, an approximately 27 acre tract of land situated in the Stacy B. Lewis Survey No. 317, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection of Laura Heights and Boenig Drive. 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: No new Site Plans were submitted to the Planning and Zoning Division between August 11, 2014 and August 22, 2014. 6. ADJOURNMENT OF THE REGULAR MEETING CERTIFICATION I, Bryce Cox, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 22nd day of August, 2014 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. 3 vycel Caw Bryce Cox, 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 , 2014. Planning & Zoning Page 2 of 3 August 27, 2014 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 Page 3 of 3 August 27, 2014 • TO: Planning and Zoning Commission a • • CASE: PC2014 -030 Willow Grove Subdivision, Unit 3 — Final Plat APPLICATION SUBMITTAL DATE: June 9, 2014 (Original Application) July 31, 2014 (Revised Submittal) August 20, 2014 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 24 acres of land establishing 93 single family residential lots with a minimum lot size of 7,200 square feet as dictated by the zoning district. The site is zoned Single Family Residential District -6 (R -6). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and located generally west of the intersection of Schaefer Road and FM 1518. 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 via Arbor Park Lane which extends west to FM 1518 and via Shadowy Dusk which intersects Cypress Barn which intersects McCoy Woods which extends north to Schaefer Road. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. A tree survey with a tree mitigation and preservation plan was submitted and reviewed by the Parks, Recreation and Community Services department. The tree survey identifies one hundred and two (102) protected size and seventeen (17) heritage size trees on the site totaling 1461 inches. Eighty seven (87) protected size and one (1) heritage size trees will be removed with the installation of the public improvements, requiring a total of seven hundred and twenty one inches (721 ") of mitigation or a fee in lieu in the amount of $72,100. Mitigation or payment will be required prior to recording the plat. PARKS: A 2.61± acre private park is being provided for this subdivision; however, because the private park does not meet the minimum development standards of the UDC the Parks, Recreation and Community Services Department has determined that a fee -in lieu of parkland dedication in the amount of $1000 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. 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. The civil construction plans have been reviewed 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 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. Drainage report has been reviewed and approved by the City Engineer. The subdivision will provide onsite detention. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision and along Schaefer Road. All sidewalks are designed to meet the City of Schertz specifications. Road Improvements: All streets will be developed to City of Schertz specifications. Unit 3 is located adjacent to Schaefer Road and a variable width street dedication ranging from 7.5' to 35' has been provided for road expansion and the addition of a cul -de -sac on Schaefer Road. In accordance with the UDC, the applicant is responsible for improving half the width of Schaefer Road adjacent to the subject property, approximately 370 linear feet and one half of the cul -de -sac on Schaefer Road. Construction plans for all public improvements have been submitted and approved by Public Works and Engineering. STAFF ANALYSIS AND RECOMMENDATION: The proposed final plat is consistent with applicable requirements for the property, ordinances and regulations. All lots meet the minimum lot width, depth and area. 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 final plat, the Commission should consider the criteria within UDC, Section 21.12.10 D. Attachments: Aerial (Maps), Exhibit N Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg t"-. f 3 ^. •# ' Ir.3 , �.: SURVEYOR NOTES: LEGEND �� .., � `� ;.`' " + '•'• 'c Q;. '" $ Y a ,y, �.3 WILLOW 1. 1/ 2 "DIAMETERREBARWITHABLUEPLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. zo'REARSETBACK - - F.I.R. = FOUND % "IRON ROD G.E.TTV.E. = GAS, ELECTRIC, TELEPHONE, S.I.R. = SET % "IRON ROD WITH BLUE CAP CABLE T. V., EASEMENT STAMPED "KFW SURVEYING" B. S. L.. = BUILDING SETBACK LINE ' ` 1 1"" ` - s;.., ' i4 • n i SITE SHEET 1 GROVE S(/BDNLS /ON 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 10' SIDE SETBACK TEXAS SOUTH CENTRAL ZONE, NORTH 15' SIDE SETBACK 10' SIDE SETBACK 15' SIDE SETBACK ADJACENT R.O.W. = RIGHT -OF -WAY �n. iA/ BASF UN/ AMERICANDATUM(NAD)OF1983. srREETR.o. rosrREETR.o.w) _ EASEMENT 3, THE COORDINATES SHOWN HEREON ARE GRID ( SCALE: O.P.R. = OFFICIAL PUBLIC RECORDS %'_ 100' WITH A COMBINED SCALE FACTOR OF 1.00017. 120, Q1 = PLATTED WITH WILLOW GROVE °•„ "mm UNIT -2 (VOL. 9671 PGS. 189 -190) „��„ '" °"' Gv��, �• ' WILLOW 4. DETERMINED PROPERTY O BE OUTSIDE ND INSIDE THE sE i�"^. CROVE 0` 50' 100' 150' 200' :fit , ' ; ; + {�+.�� ` �/ SHEETZ SUBD /U /S /ON 500 -YEAR FLOODPLAIN AS SCALED FROM FEMA 25'FRONTBUILDING UN/TZ 8 5F D 29 NO, 40 029C0429 DATED SEPTEMBER SETBACK °° ""�i• ° � t � i � ,.�.d 2010. - - - - ra ,- � •,. ,"�r gp ,,gyp to'ELEC, CA. GAS, TELE., & T.V. EASEMENT 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NOTES: NAVD88 (GEOID09). �I • MAPSCO PAGE: 555 GRID:E5 TYPICAL LOT 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A NOT TO SCALE VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO LOCH T /ON MAP SHEET INDEX FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. N.T.S. N.T.S. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE C.P.S. NOTES: EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. "ELECTRIC EASEMENT," "GAS EASEMENT, ­ANCHOR EASEMENT," "SERVICE EASEMENT," "OVERHANG EASEMENT," "UTILITY EASEMENT, "AND (4.0 ACRES) 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, 23.75 ACRES CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, CB: 5054 P -36A ABS 464 CB: 5054 P ®89 9U ABS 464 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING HOFFMANN OTIS G & CHRISTINE (FORMALLY P -37A & 37C) WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH 11601 SCHAEFER ROAD RAKOWITZ CARL C 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF 11545 SCHAEFER BOAC? DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY ' ® " " " "" " " " " "" " "° DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR SCHAEFER ROAD PARTS T HEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY (50' ROW) 7.5 R.O. w. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES N59 °47'24 "E 502.26' DEDICATION SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, Nhl)41'�14j- or 7 5711­2 Q�n TNO DESIGNATED EASEMENTS. CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT 132.02' 60.00' 60.00' 60.00' 60.00' AREA. 8.39' 9 E 1' NON -ACC SS 1 9 14'GE.T.TV.E. BLOCK2 °47'24 "E 4'G.E.T. V.E.Q 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS N59 03/ RN ESM'T W W W C6 M - ACCESS 73.39' m'2 N W N �, ;N 6s° ESM' REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE _� °rn 9 $6 N $7 N $$ ° 89 90 03 03 04 05 TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE VARIABLE 'o aP \1 r F W CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR Z IDTH R.O.W. o co co p BI•. (.'h: 2 SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. DEDICATION o 25' B.S.L. co 25' B S L 1 4,66' 0' G.E.T TV.E. 85 67. THIS SUBDIVISION PLAT OF THE GU/LLOlyGR01/ESUBD /U /S /ON UN /T3 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, 3'� .10' _ 12.11' 6' 11.93' 46 4.99 �z 55.s>' (q 10 G.E. T.TV.e. 1 SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL Cq2 Cl, 48.08' - - - - - - - (C. CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS So- 11.73' 1 C10 N65'15'26 "E 79.98' C9 163.69' �`� CYPRESS BARN 9 FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: p L23 C L22 S64 °4331 R.O. W.) N BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE C42 u° "W 11.70' L25 (17 CYPRESS BARN CURRENT FEE SCHEDULE. 4. CONCRETE DRIVEWAYAPPROACHES AND STEPS ARE ALLOWED WITHIN Go�C2� L17 C22 N65 °1526E 79,98' C23 L18 N o THE FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS N 84 �� x_50_81' 55.64' ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. _ _ 17.39'24-35' q.sq, 66.66 _ - - - 1 l0' G.E.T TV.E. C I p'G.E.TTV.E.Q AGENT FOR CISOLO CREEK MUNICIPAL AUTHORITY 176.45' Cv o, W 258SL 10'G.E.T.TVE � y S59 °35'29 "W ° roN W - 25'B.S.L.O t iL 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE °0 w w I- I N N w w 13 i 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC 83 l0 5 0' vl I w �_ Zv °coo t HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) � 25' 25' o I o 14 N o 15 N o 16 ° ^ 17 A ° REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO FOOT WIDE EASEMENTS. I ^I °j M o 176.83' co c M co i WHICH THIS APPROVAL IS REQUIRED. STATE OF TEXAS S59 °35'29 °w I� o J �° BL CK 8 ( 0 0 31 COUNTY OF BEXAR U) 0 82 (° 74.71' 60.00' 60.00' 60.00' i M o I M 59 °49'30 "E 120.01' S59 °49'30 "W 134.71' THE OWNER OF THE LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULYAUTHORIZED AGENT, DEDICATES TO �` 176.94' S59 °35'29 "W y c°v m 13 J C y q 1 CITY ENGINEER THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, b ' / U U 20 ii t FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, O oN I 1 q 10 DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON X r - � $1 i t SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN �? ° h ti L3 q Z) EXPRESSED. Q� h 155.05' h v ry Cl t THIS THE DAYOF 1. D. " N S59 °35 29 "W M L 1 2 ;1 t3 U) � C14 � Y bU Q J co �c � Cy p o Co C M N s c) J 2 00 �bti� 1� ° 80 133.28' O N I I 0- N o S59 °3529 "W 20'DRAINAGEESMT ( fI ( � W WILLOWCROVESUBD /V/S /ONUN /T3 OWNER: FRED DEVELOPMENT, LLC. } -i LL M p V� I i THIS PLAT OF THE SUBDIVISION 1202 W. BITTERS, BLDG. 1 SUITE 1200 ANTONIO, TX 78216 = W C7 p } Z o m = h� ' I I HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING SAN 79 v - _ _ J AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS PHONE: 210- 493 -2811 2 g1 LOT 12 HEREBYAPPROVED BY SUCH COMMISSION. FAX: 210 - 493 -7828 U0? 120.00' °3529' T BI. C(° " 1 .. CJ � ca, w ;r S59 o W J Io PAID K I OPEN SPACE O f t I s1 DATED THIS -DAYOF A.D. 20 - r �- °w ow u r, h STATE OF TEXAS 0 g (D 78 N ^ W BY- COUNTY OF BEXAR z w v1 120.00' N S59 °35'29 "W ch -< ° m Q, Q 26 CHAIRPERSON o o Ch I Io °� i� N BY BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY u 2 p t SECRETARY PERSONALLYAPPEARED KNOWN Q ta 77 (2S o TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO co L4 120.00' f THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME S59 °3529 "W 1 THAT HE EXECUTED THE SAME FOR THE PURPOSES AND °° I- I m 11 °o 3 25 STATE OF TEXAS CONSIDERATIONS THEREIN EXPRESSED AND IN THE °n o J I� D) N p V CAPACITY THEREIN STATED. 76 °3529 "E >'° I COUNTY OF BEXAR s59 °35'29 "W 120.00' N59 120.00' I 322.73' � GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 5 0' 72.73' 60.00' 60.00' 60.00' 60.00' S59 °35'29' w w 60.00' 70.00' w C) I I I, COUNTY CLERK OF SAID COUNTY, DO HEREBY DAYOF A.D. I 25' 25' BLOCK $ w W I I 24 CERTIFY THAT THIS ° W I I °3 ) ti ° w w 75 °o " ° v ° o ° M M M U' dl O a O N O M O G ( ° O N w M 'J w I O N co C9 I PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAYOF A.D. - 120.00' N Nml a� �� ro o� °0 �� Ro 4 mol �' AT M. S59 °35'29 "W z z 10 m 9 n 8 7 6 5 NOTARYPUBLIC BEXAR COUNTY TEXAS N v°M 25'B S L I 23 AND DULY RECORDED THE _ DAY OF A.D. AT _ M. IN THE STATE OF TEXAS Y - - ' I RECORDS OF COUNTY OF BEXAR O ° 1 GG.E.T.TVE 74 rn o � - - - - ��M' 47.73' 60.00' 60.00' sp.po 60.00' 10.60' v9 60.00' 55.66' BEXAR COUNTY IN BOOK/VOLUME PAGE I THE UNDERSIGNED, A REGISTERED PROFESSIONAL m S59 °3529 'W 105 61' S59 °3529 "W 15.23' R HANSONS FOREST o 403.39' IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT 50' PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO s5s °35'29 "w 10 91' 10.60' (50'R. O.W.) THIS PLAT. F- 15'DRAINAGE& �8 Cr) Goa S59 °3529 "W 402.50' I 2i THIS DAY OF A.D. C) _ ACCESS ESM'T \ 8 47_50' _60.00' _ _ 60_00'_ 60.00_ 60.00' 60.00' _55.00' Q' "j d � 56.50 5' 0' G. E. T TV E. I COUNTY CLERK, REGISTERED PROFESSIONAL ENGINEER ° _ 5'G.E.TTV.E. 5'G.ETTV.E. co I BEXAR COUNTY, TEXAS GEORGE WERON, P.E. m 3 73 t S1 25'B.S.L. g 3 3 I h ro I21 BY. KFWENGINEERS y 'S °o o M o 7 o M °o M o I v ^��hk0� o �M oN oN oN °N ^� 69 68 67 oN oN W� ( 66 65 0 DEPUTY z 5 72 A 71 70 Z Z Z STATE of TEXAS M z ' COUNTY OF BEXAR z BLOCK 2 0 I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS 20.00' S59 °3529 "W 163.90' 60.00' 60.00' 60.00' 60.00' 60.00' �� �� MATCHLINE A -A SEE SHEET 1 OF 2 60.00' 77.90' _= FINAL PLA T ESTABLISHING WILLOW GROVE SUBDIVISION UNIT 3 BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 ENGINEERS & SURVEYING ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, KFW SURVEYING, LLC FIRM 9513 & 10122300 TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. 14603 HUEBNER RD. BLDG. 40 14603HUEBNERRD. BLDG. 40 RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC SAN ANTONIO, TEXAS 78230 SANANTON /0, TX 78230 RECORDS OF BEXAR COUNTY TEXAS. PHONE: 210- 979 -8444 PHONE (210) 979 -8444 FAX: 210- 979 -0499 FAX (210) 979-844' PAGE I OF 2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg # t rt ? i It xx i \ G n t7 ma's MAPSCO PAGE: 555 GRID:E5 LOCAT /ON MAP N.T.S. 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. 3. 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: 4. CONCRETE DRIVEWAYAPPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. STATE OF TEXAS COUNTY OF BEXAR THE OWNER OF THE LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULYAUTHORIZED AGENT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAYOF OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG. 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210- 493 -2811 FAX. 210 - 493 -7828 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. NOTARY PUBLIC BEXAR COUNTY TEXAS 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 GEORGE WERON, P.E. 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 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210-979-0499 SURVEYOR NOTES: 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC r 2� BLOCK 2 SURVEYING" CAP STAMPED "KEW H CORNERS UNLE S NOTED OTERW SE. TALL 2a -REAR SETBACK ( � '2y 46 2. BEARINGS ARE BASED ON THE STATE PLANE - - g530' 1 COORDINATE SYSTEM ESTABLISHED FOR THE 10' SIDE SETBACK 10' SIDE SETBACK ' 00 gK� q` 3 TEXAS SOUTH CENTRAL ZONE, NORTH (15' SIDE SETBACK (15' SIDE SETBACK ADJACENT i V�°j / BLOCK 2� AMERICAN DATUM (NAD) OF 1983. ADJACENT TO TO STREET R. o. w) STREETRA.W.} 3. THE COORDINATES SHOWN HEREON ARE GRID ( M L44� p3� �° 45 WITH A COMBINED SCALE FACTOR OF 1.00017. t20 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE AND INSIDE THE 500 -YEAR FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 295 OF 785, COMMUNITY PANEL 25' FRONT BUILDING NO. 48029C04295F, DATED SEPTEMBER 29, _ _ SETBACK L _ L45 2010. 10'ELEC., GAS, TE & � DETAIL "A" 5. THE ELEVATIONS FOR THIS SURVEY ARE ca. r. V. EASEMENT NT Nr BASED ON NAVD88 (GEOID09). SCALE: I"=40' TYPICAL LOT NOT TO SCALE TRACT 14 WINDYACRES SUBD. VOL. 6800 PG. 47 TRACT 15 WINDYACRES SURD. VOL. 6800 PG.47 mmmm mm \ \ \\ 1 2 0 <I 9 N 46� 119.88' pI 2 MATCHLINE WA ° SEE SHEET 2 OF 2 427.29 \ °O 0 54 U) - 60_00 _ °35'29 "W 2� 23 S 120.00' < C�2 60.00' 1 N59 °3529 "E L N o IT) v 53 Z 0 50.02' 214.40' 5 S59 � 142.44' 60.00' N59 °3529 "E ro 60.00' � 60.00' 60.00' 60.00' 52 60.00' 69.35' 7 C ) U) i "O Q ! 120.00' N N59 °3529 "E `"C :E U -J 00 U) �\�\ Y Of� M 25 oU 51 u.:� Nip BLOCK 2 J UJ LL C M I v < > 2 N M O 12 1 m _ 25' Z o 50 {- er) S59 °3529 "W Z o 3 \ 1 ° � 120.00' z ` A N59 °3529 "E o °I 2 ai 2 57 N ^ � 58 p N o 59 ° N 60 d0 ° 61 ° N 62 0 O v U W O 630 ° a 64 u \ " 48 / / \ \ N 120.00' N59 °3529 "E W S59 °35'29 "W ° © 47 w uj 2 20 1:5 1 111.14' N oV uJ ON N W o u 56 2� 13 0 Z z z In z ^z 1 z 9 v ,i S59 °3529 "W 1 p , 120.00' " "� U ` O ` 9 25' B.S.L. vS O m - - - - 3.99' 10'G.E.TTVE. ) °OO a�22 /6k3 G26 56.06 60.0( ' 60.00' 60.00' 60.00' 64.00' 69.83 °A C 7 c24 G lo.60' L35 -,.r HOLLY FOREST o N ( _ ° 55 I - 10.60' C48 (50'R. 0. W.) w 11 C47 C40 LU TRACT 14 WINDYACRES SUBD. VOL. 6800 PG. 47 TRACT 15 WINDYACRES SURD. VOL. 6800 PG.47 mmmm mm \ \ \\ 1 2 0 <I 9 N 46� 119.88' pI 2 N59 °35'29 "E 427.29 \ °O 0 54 U) - 60_00 _ O 2� 23 S 120.00' < C�2 60.00' 1 N59 °3529 "E L N o IT) v 53 Z S59 °35'29 "W 2 214.40' 5 0 f­ � 120.00' CO N59 °3529 "E ro "C � � o C) wz�c - o ti2 52 oo �w`� d C ) U) i "O Q ! 120.00' N N59 °3529 "E `"C :E U -J 00 U) �\�\ Y Of� M 25 oU 51 u.:� Nip 28 J UJ LL C M CO 120.00' N59 °3529 "E < > 2 N :: O 12 1 m _ 25' Z o 50 {- er) S59 °3529 "W Z o ca w \ 1 ° 120.00' z ` W I°o N59 °3529 "E o °I 2 ai SBg ° 45.37' \ Q 49 N Luc Q 1 m 120.00' °3jo 4 h9� C„S 4 N59 °3529" O v U M ° I O " 48 / / \ \ N 120.00' N59 °3529 "E W S59 °35'29 "W ° © 47 w uj 2 20 1:5 1 111.14' TRACT 14 WINDYACRES SUBD. VOL. 6800 PG. 47 TRACT 15 WINDYACRES SURD. VOL. 6800 PG.47 mmmm mm \ \ \\ 1 2 0 <I 9 N 46� pI 2 427.29 \ N71'23'02 "W 37.21' GG�� K50c - 60_00 _ P �g O( SEE 23 S ' DETAIL A "---� 24.89` 60.00' 1 1 60.00' 55.92' L _J TRACT 14 WINDYACRES SUBD. VOL. 6800 PG. 47 TRACT 15 WINDYACRES SURD. VOL. 6800 PG.47 mmmm mm \ \ \\ 1 2 0 <I 9 N 0 S59 3529 W pI 2 427.29 \ 67.40' 60.00' - - 60_00 _ 60.00_ 60.00' 23 S G3 95.00_ - 24.89` 60.00' 1 1 60.00' 55.92' N 1 120.00' 9 95.00' S S59 °35'29 "W 2 214.40' 5 10'G.E.T.TV.E. ro BLOCK 10 L M L10 S59 °3529"w B 25' B. S. L d ol 24 �\�\ 25 M 26 27 28 29 30 a 31 % 5 0' 120.00' cV cv ° cy O 12 1 m _ 25' 25' S59 °3529 "W Z S59 °3529 "W Z o O \ 1 ° l I 0 o N59'3529 "E m 19 °0 14 16 Io�� 05 c / 546, 120.00' o ro ° ^p0 N 16ag'E 95 ?2' S N 0 75.00' Naa° a S 1 4 1g � 6 � ,3 C) r, QhS ca 59 3529 W 120.00 CY 16 .> E I - I N59 °35'29 "E L i O o N S60 °02'18 "W a9. �SOp� IO °I I ° I ^ I W o 0 18 oa a = > 6 ss� I� 50' �I ° 0 15 W Io 5d' I W 7 �> s 120.00' 25' 25' ° I Uo I° 25' 25' ^I U $ S59 °35'29 "W 120.00' 3 r b m o BLOCK 10 m N NI N59 °3529 "E ^ IN ^I ^ M G� 17 0 16 R o 0 25'B.S.L.-% �n/ L16 15' B. S.L "' ' �- 1O'G.E.T.TV.E. Vti V� p � - - � O'G.E.LTVE. i t 95.20'- - - 104.89' - - - - 36' 11.60' u8 �� 60.12' 66.51' 38- 32 No cs N60 °02'18 "E 200.08' G �' S60 °02'18 "W 126.63' y0 \' $ �t 50R C49 a N _SHADOWY DUSK o N O N. � (50' R.O. W.) L39 031 11. so' $ C'29 G30 N60 °02'18 "E 405.30' `" d s p� 0 3 30 .- 91' - - 65.0 0- ' - .- -- .00' 49.39 0. .? 6 10' G.ETTVE. _ 13.03' i ° 3 0 25'13.s.L. N�� 36 45 N 44 43 0 42 41 40 g 37 "° �° ^ U) 39 38 m p N N N M N71 °23'02 "W ° c�v " Z c�v ^ N ^ N r z 48.88' 2 2 Z Z z BLOCK 2 Z BLOCK 2 93.86' 65.00' 65.00' 65.00' 65.00' 65.00' 812' 71886' - - -- - -- -- - - -- 65.00' 76.59' 108.72' p 12'G.E.TTVE UNPLATTED S60 °02'18 "W 751.00' 15'DRAINAGE& 25.62 ACRES (TRACT 1) ACCESS ESM'T 12'G.E.TTVE. OWNER: CONRAD J. HILLERT 7450 STONEBROOK PKWYAPT 1209 FRISCO, TX 75034 -5752 VOLUME 6105 PAGE 506 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING Cl 2.41' 125.00' 111' 1 °06'17" 2.41' Sll'OV33 "E C2 2609' 75.07' 13.18' 19'5456" 25.96' S20 °2627 "E C3 23.66' 15.00' 15.09' 90 °21'38" 21.28' S14 °24'40 "W C4 23.47' 15.00' 14.91' 89 °3822" 21.15' S75 °35'20 "E C5 136.20' 225.00' 70.26' 34'40'59" 134.13' S48 °06'39 "E C6 27.99' 15.00' 20.24' 106 "54'17" 24.10' S12 °00'00 "E C7 17.24' 125.00' 8.63' 7'54'12" 17.23' S45'24'15 "W C8 30.09' 285.00' 15.06' 6 °02'55" 30.07' S16 °3532 "W C9 16.59' 175.00' 8.30' 5 °2556" 16.59' N62 03228 "E C10 23.67' 225.00' 11.84' 6 °01'35" 23.65' S62 °14'38 "W C11 9.76' 15.00' 5.06' 37'17'08" 9.59' N7705225 "E C12 143.62' 50.00' 369.11' 164 °34'16" 99.09' S14 01351 "W C13 9.76' 15.00' 5.06' 37 °17'08" 9.59' N49 °2443 "W C14 26.57' 75.00' 1342' 20 01745" 2643' N20 °37'17 'W C15 43.49' 125.00' 21.97' 19 °56'07" 43,27' S20 °2627 "E C16 10.18' 15.00' 5.29' 38'52'15" 9.98' N10 °58'23 "W C17 146.38' 50.00' 465.62' 167 °44'30" 99.43' S75'24'31 "E C18 10.18' 15.00' 5.29' 38 °52'15" 9.98' S40 °0922 "W C19 39.27' 25.00' 25.00' 90 °00'00" 35.36' S75 °2431 "E CURVE TABLE CURVE LENGTH RADIUS TANGENT I DELTA CHORD CHORD BEARING C20 41.87' 125.00' 21.13' 19 °1128" 41.67' N21 °10'25 "W C21 39.27' 25.00' 25.00' 90 °00'00" 35.36' S14 °1351 "W C22 18.41' 175.00' 9.21' 6 °01'35" 18.40' S62 °14'38 "W C23 2233' 225.00' 10.67' 5'2556" 21.32' N62'3228 "E C24 22.33' 125.00' 11.20' 10 °14'08" 22.30' N54 °2825 "E C25 10.18' 15.00' 5.29' 38 °52'15" 9.98' N79 °01'37 "E C26 146.38' 50.00' 465.62' 167 °44'30" 99.43' S14 °3529 "W C27 10.18' 15.00' 5.29' 38 °52'15" 9.98' N49 °50'38 "W C28 9.80' 15.00' 5.08' 37'2644" 9.63' N11'41'09 "W C29 143.50' 50.00' 366.05' 164 °2638" 99.08' S75 °11'06 "E C30 9.80' 15.00' 5.08' 37 °2644" 9.63' S41 °18'56 "W C31 87.94' 125.00' 45.88' 40 °18'34" 86.14' N39 °53'01 "E C32 52.76' 75.00' 27.53' 40 °18'34" 51,68' S39 °53'01 "W C33 23.44' 15.00' 14.88' 89 °33'11" 2213' N75 °11'06 "W C34 21.56' 15.00' 13.12' 82 °20'16" 19.75' S10 °4537 "W C35 296.75' 60.00' 47.40' 283 °2238" 74.39' N89 04534 "W C36 5.51' 15.00' 2.79' 21 °02'22" 5.48' N40 °5542 "W C37 23.68' 15.00' 15.12' 90 °2649" 21.30' N14 °48'54 "E C38 39.07' 25.00' 1 24.81' 89'33'11" 35.22' S75 °11'06 "E ARBOR PARK LN. LOT 1 mss. �0 VARIABLE Q Oh h WIDTH �^ DRAINAGE ESM'1 �Ov 12' G.E.T.TV.E.(Z) CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C39 39.27' 25.00' 25.00' 90'00'00" 35.36' S14- 3529 "W C40 31.26' 175.00' 15.67' 10 °14'08" 31.22' N54 °2825 "E C41 18.96' 200.00' 9.49' 5 °2556" 18.95' N62 °3228 "E C42 21.04' 200.00' 10.53' 6 °01'35" 21.03' N62 °14'38 "E C43 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 01351 "E C44 35.42' 100.00' 17.90' 20 °17'45" 35.24' N20 °37'17 "W C45 34.79' 100.00' 17.57' 19 °56'07" 34.62' N20 °2627 "W C46 78.54' 50.00' 50.00' 90 °00'00" 70.71' N75 °24'31 "W C47 26.80' 150.00' 13.43' 10 °14'08" 26.76' N54 02825 "E C48 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 °3529 "E C49 78.15' 50.00' 49.61' 89 °33'11" 7043' N75 °11'06 "W C50 70.35' 100.00' 36.70' 40 °18'34" 68.91' N39 °53'01 "E LINE TABLE LINE LENGTH BEARING Ll 4.85' S59 °4929 "W L2 65.36' S30 °46'09 "E L3 126.95' S59 °1351 "W L4 120.00' N59 °3529 "E L5 60.00' S30'24'31 "E L6 104.91' S30 °46'09 "E L7 50.00' S30 °59'08 "E L8 48.52' S30 °46'09 "E L9 24.08' S65 °27'08 "E L10 22.13' S45 °02'09 "W Lll 53.34' S43 °52'30 "E L12 55.03' S37 03741 "E L13 49.03' S27 04349 "E L14 48.53' S10 °5846 "E L15 46.19' S5'32'10 "W L16 6.12' S19 °4326 "W L17 68.20' S59'1351 "W L18 43.32' N59 °49'30 "E L19 47.67' N19 °4344 "E L20 47.67' S19 °4344 "W L21 50.00' S70 °16'16 "E L22 43.28' N59 °49'30 "E L23 79.98' N65'15'26 "E L25 68.20' N59 °1351 "E L27 128.91' N30 °46'09 "W L29 132.53' j N10- 2824 "W L31 272.01' N30 °24'31 "W L33 403.65' S9 °35'29 "W L35 42719' N59 03529 "E L37 462.14' N30 °24'31 "W L39 406.72' S60 °02'18 "W L40 47.67' N19'4344 "E L41 241.72' N30 °24'31 "W L42 30.00' S59 °3529 "W L43 47.17' S18 °15'39 "W L44 3.98' S59'3529 "W L45 10.02' S59 °35'29 "W L46 53.10' S18 °15'39 "W LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg pI 2 S60'36'00 "W IO ° °I ° 23 S 67.40' 1 6 60.00' 1 60.00' 1 6 60.00' 1 1 60.00' 55.92' N 1 120.00' 9 95.00' S S59 °35'29 "W 2 214.40' 5 53.92' ro BLOCK 10 L L10 S59 °3529"w B O 2 22 ° ° ° n N Nld X13 120.00' O O 12 1 10 S59 °3529 "W Z Z - -.! W I°o °I 2 21 Y g SBg ° 45.37' \ Q Q) Q 1 120.00' °3jo 4 h9� C„S 4 9 21' M ° I O O W °O / / / \ \ N Nat° J J W S59 °35'29 "W ° uj 2 20 1:5 1 o u 13 0 120.00' � 1 v ,i S59 °3529 "W 1 p , 120.00' " "� U ` O ` 9 vS O 4 1g � 6 � ,3 C) r, QhS ca 59 3529 W 120.00 CY 16 .> E I - I N59 °35'29 "E L i O o N S60 °02'18 "W a9. �SOp� IO °I I ° I ^ I W o 0 18 oa a = > 6 ss� I� 50' �I ° 0 15 W Io 5d' I W 7 �> s 120.00' 25' 25' ° I Uo I° 25' 25' ^I U $ S59 °35'29 "W 120.00' 3 r b m o BLOCK 10 m N NI N59 °3529 "E ^ IN ^I ^ M G� 17 0 16 R o 0 25'B.S.L.-% �n/ L16 15' B. S.L "' ' �- 1O'G.E.T.TV.E. Vti V� p � - - � O'G.E.LTVE. i t 95.20'- - - 104.89' - - - - 36' 11.60' u8 �� 60.12' 66.51' 38- 32 No cs N60 °02'18 "E 200.08' G �' S60 °02'18 "W 126.63' y0 \' $ �t 50R C49 a N _SHADOWY DUSK o N O N. � (50' R.O. W.) L39 031 11. so' $ C'29 G30 N60 °02'18 "E 405.30' `" d s p� 0 3 30 .- 91' - - 65.0 0- ' - .- -- .00' 49.39 0. .? 6 10' G.ETTVE. _ 13.03' i ° 3 0 25'13.s.L. N�� 36 45 N 44 43 0 42 41 40 g 37 "° �° ^ U) 39 38 m p N N N M N71 °23'02 "W ° c�v " Z c�v ^ N ^ N r z 48.88' 2 2 Z Z z BLOCK 2 Z BLOCK 2 93.86' 65.00' 65.00' 65.00' 65.00' 65.00' 812' 71886' - - -- - -- -- - - -- 65.00' 76.59' 108.72' p 12'G.E.TTVE UNPLATTED S60 °02'18 "W 751.00' 15'DRAINAGE& 25.62 ACRES (TRACT 1) ACCESS ESM'T 12'G.E.TTVE. OWNER: CONRAD J. HILLERT 7450 STONEBROOK PKWYAPT 1209 FRISCO, TX 75034 -5752 VOLUME 6105 PAGE 506 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING Cl 2.41' 125.00' 111' 1 °06'17" 2.41' Sll'OV33 "E C2 2609' 75.07' 13.18' 19'5456" 25.96' S20 °2627 "E C3 23.66' 15.00' 15.09' 90 °21'38" 21.28' S14 °24'40 "W C4 23.47' 15.00' 14.91' 89 °3822" 21.15' S75 °35'20 "E C5 136.20' 225.00' 70.26' 34'40'59" 134.13' S48 °06'39 "E C6 27.99' 15.00' 20.24' 106 "54'17" 24.10' S12 °00'00 "E C7 17.24' 125.00' 8.63' 7'54'12" 17.23' S45'24'15 "W C8 30.09' 285.00' 15.06' 6 °02'55" 30.07' S16 °3532 "W C9 16.59' 175.00' 8.30' 5 °2556" 16.59' N62 03228 "E C10 23.67' 225.00' 11.84' 6 °01'35" 23.65' S62 °14'38 "W C11 9.76' 15.00' 5.06' 37'17'08" 9.59' N7705225 "E C12 143.62' 50.00' 369.11' 164 °34'16" 99.09' S14 01351 "W C13 9.76' 15.00' 5.06' 37 °17'08" 9.59' N49 °2443 "W C14 26.57' 75.00' 1342' 20 01745" 2643' N20 °37'17 'W C15 43.49' 125.00' 21.97' 19 °56'07" 43,27' S20 °2627 "E C16 10.18' 15.00' 5.29' 38'52'15" 9.98' N10 °58'23 "W C17 146.38' 50.00' 465.62' 167 °44'30" 99.43' S75'24'31 "E C18 10.18' 15.00' 5.29' 38 °52'15" 9.98' S40 °0922 "W C19 39.27' 25.00' 25.00' 90 °00'00" 35.36' S75 °2431 "E CURVE TABLE CURVE LENGTH RADIUS TANGENT I DELTA CHORD CHORD BEARING C20 41.87' 125.00' 21.13' 19 °1128" 41.67' N21 °10'25 "W C21 39.27' 25.00' 25.00' 90 °00'00" 35.36' S14 °1351 "W C22 18.41' 175.00' 9.21' 6 °01'35" 18.40' S62 °14'38 "W C23 2233' 225.00' 10.67' 5'2556" 21.32' N62'3228 "E C24 22.33' 125.00' 11.20' 10 °14'08" 22.30' N54 °2825 "E C25 10.18' 15.00' 5.29' 38 °52'15" 9.98' N79 °01'37 "E C26 146.38' 50.00' 465.62' 167 °44'30" 99.43' S14 °3529 "W C27 10.18' 15.00' 5.29' 38 °52'15" 9.98' N49 °50'38 "W C28 9.80' 15.00' 5.08' 37'2644" 9.63' N11'41'09 "W C29 143.50' 50.00' 366.05' 164 °2638" 99.08' S75 °11'06 "E C30 9.80' 15.00' 5.08' 37 °2644" 9.63' S41 °18'56 "W C31 87.94' 125.00' 45.88' 40 °18'34" 86.14' N39 °53'01 "E C32 52.76' 75.00' 27.53' 40 °18'34" 51,68' S39 °53'01 "W C33 23.44' 15.00' 14.88' 89 °33'11" 2213' N75 °11'06 "W C34 21.56' 15.00' 13.12' 82 °20'16" 19.75' S10 °4537 "W C35 296.75' 60.00' 47.40' 283 °2238" 74.39' N89 04534 "W C36 5.51' 15.00' 2.79' 21 °02'22" 5.48' N40 °5542 "W C37 23.68' 15.00' 15.12' 90 °2649" 21.30' N14 °48'54 "E C38 39.07' 25.00' 1 24.81' 89'33'11" 35.22' S75 °11'06 "E ARBOR PARK LN. LOT 1 mss. �0 VARIABLE Q Oh h WIDTH �^ DRAINAGE ESM'1 �Ov 12' G.E.T.TV.E.(Z) CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C39 39.27' 25.00' 25.00' 90'00'00" 35.36' S14- 3529 "W C40 31.26' 175.00' 15.67' 10 °14'08" 31.22' N54 °2825 "E C41 18.96' 200.00' 9.49' 5 °2556" 18.95' N62 °3228 "E C42 21.04' 200.00' 10.53' 6 °01'35" 21.03' N62 °14'38 "E C43 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 01351 "E C44 35.42' 100.00' 17.90' 20 °17'45" 35.24' N20 °37'17 "W C45 34.79' 100.00' 17.57' 19 °56'07" 34.62' N20 °2627 "W C46 78.54' 50.00' 50.00' 90 °00'00" 70.71' N75 °24'31 "W C47 26.80' 150.00' 13.43' 10 °14'08" 26.76' N54 02825 "E C48 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 °3529 "E C49 78.15' 50.00' 49.61' 89 °33'11" 7043' N75 °11'06 "W C50 70.35' 100.00' 36.70' 40 °18'34" 68.91' N39 °53'01 "E LINE TABLE LINE LENGTH BEARING Ll 4.85' S59 °4929 "W L2 65.36' S30 °46'09 "E L3 126.95' S59 °1351 "W L4 120.00' N59 °3529 "E L5 60.00' S30'24'31 "E L6 104.91' S30 °46'09 "E L7 50.00' S30 °59'08 "E L8 48.52' S30 °46'09 "E L9 24.08' S65 °27'08 "E L10 22.13' S45 °02'09 "W Lll 53.34' S43 °52'30 "E L12 55.03' S37 03741 "E L13 49.03' S27 04349 "E L14 48.53' S10 °5846 "E L15 46.19' S5'32'10 "W L16 6.12' S19 °4326 "W L17 68.20' S59'1351 "W L18 43.32' N59 °49'30 "E L19 47.67' N19 °4344 "E L20 47.67' S19 °4344 "W L21 50.00' S70 °16'16 "E L22 43.28' N59 °49'30 "E L23 79.98' N65'15'26 "E L25 68.20' N59 °1351 "E L27 128.91' N30 °46'09 "W L29 132.53' j N10- 2824 "W L31 272.01' N30 °24'31 "W L33 403.65' S9 °35'29 "W L35 42719' N59 03529 "E L37 462.14' N30 °24'31 "W L39 406.72' S60 °02'18 "W L40 47.67' N19'4344 "E L41 241.72' N30 °24'31 "W L42 30.00' S59 °3529 "W L43 47.17' S18 °15'39 "W L44 3.98' S59'3529 "W L45 10.02' S59 °35'29 "W L46 53.10' S18 °15'39 "W LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg CURVE TABLE CURVE LENGTH RADIUS TANGENT I DELTA CHORD CHORD BEARING C20 41.87' 125.00' 21.13' 19 °1128" 41.67' N21 °10'25 "W C21 39.27' 25.00' 25.00' 90 °00'00" 35.36' S14 °1351 "W C22 18.41' 175.00' 9.21' 6 °01'35" 18.40' S62 °14'38 "W C23 2233' 225.00' 10.67' 5'2556" 21.32' N62'3228 "E C24 22.33' 125.00' 11.20' 10 °14'08" 22.30' N54 °2825 "E C25 10.18' 15.00' 5.29' 38 °52'15" 9.98' N79 °01'37 "E C26 146.38' 50.00' 465.62' 167 °44'30" 99.43' S14 °3529 "W C27 10.18' 15.00' 5.29' 38 °52'15" 9.98' N49 °50'38 "W C28 9.80' 15.00' 5.08' 37'2644" 9.63' N11'41'09 "W C29 143.50' 50.00' 366.05' 164 °2638" 99.08' S75 °11'06 "E C30 9.80' 15.00' 5.08' 37 °2644" 9.63' S41 °18'56 "W C31 87.94' 125.00' 45.88' 40 °18'34" 86.14' N39 °53'01 "E C32 52.76' 75.00' 27.53' 40 °18'34" 51,68' S39 °53'01 "W C33 23.44' 15.00' 14.88' 89 °33'11" 2213' N75 °11'06 "W C34 21.56' 15.00' 13.12' 82 °20'16" 19.75' S10 °4537 "W C35 296.75' 60.00' 47.40' 283 °2238" 74.39' N89 04534 "W C36 5.51' 15.00' 2.79' 21 °02'22" 5.48' N40 °5542 "W C37 23.68' 15.00' 15.12' 90 °2649" 21.30' N14 °48'54 "E C38 39.07' 25.00' 1 24.81' 89'33'11" 35.22' S75 °11'06 "E ARBOR PARK LN. LOT 1 mss. �0 VARIABLE Q Oh h WIDTH �^ DRAINAGE ESM'1 �Ov 12' G.E.T.TV.E.(Z) CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C39 39.27' 25.00' 25.00' 90'00'00" 35.36' S14- 3529 "W C40 31.26' 175.00' 15.67' 10 °14'08" 31.22' N54 °2825 "E C41 18.96' 200.00' 9.49' 5 °2556" 18.95' N62 °3228 "E C42 21.04' 200.00' 10.53' 6 °01'35" 21.03' N62 °14'38 "E C43 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 01351 "E C44 35.42' 100.00' 17.90' 20 °17'45" 35.24' N20 °37'17 "W C45 34.79' 100.00' 17.57' 19 °56'07" 34.62' N20 °2627 "W C46 78.54' 50.00' 50.00' 90 °00'00" 70.71' N75 °24'31 "W C47 26.80' 150.00' 13.43' 10 °14'08" 26.76' N54 02825 "E C48 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 °3529 "E C49 78.15' 50.00' 49.61' 89 °33'11" 7043' N75 °11'06 "W C50 70.35' 100.00' 36.70' 40 °18'34" 68.91' N39 °53'01 "E LINE TABLE LINE LENGTH BEARING Ll 4.85' S59 °4929 "W L2 65.36' S30 °46'09 "E L3 126.95' S59 °1351 "W L4 120.00' N59 °3529 "E L5 60.00' S30'24'31 "E L6 104.91' S30 °46'09 "E L7 50.00' S30 °59'08 "E L8 48.52' S30 °46'09 "E L9 24.08' S65 °27'08 "E L10 22.13' S45 °02'09 "W Lll 53.34' S43 °52'30 "E L12 55.03' S37 03741 "E L13 49.03' S27 04349 "E L14 48.53' S10 °5846 "E L15 46.19' S5'32'10 "W L16 6.12' S19 °4326 "W L17 68.20' S59'1351 "W L18 43.32' N59 °49'30 "E L19 47.67' N19 °4344 "E L20 47.67' S19 °4344 "W L21 50.00' S70 °16'16 "E L22 43.28' N59 °49'30 "E L23 79.98' N65'15'26 "E L25 68.20' N59 °1351 "E L27 128.91' N30 °46'09 "W L29 132.53' j N10- 2824 "W L31 272.01' N30 °24'31 "W L33 403.65' S9 °35'29 "W L35 42719' N59 03529 "E L37 462.14' N30 °24'31 "W L39 406.72' S60 °02'18 "W L40 47.67' N19'4344 "E L41 241.72' N30 °24'31 "W L42 30.00' S59 °3529 "W L43 47.17' S18 °15'39 "W L44 3.98' S59'3529 "W L45 10.02' S59 °35'29 "W L46 53.10' S18 °15'39 "W LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg ARBOR PARK LN. LOT 1 mss. �0 VARIABLE Q Oh h WIDTH �^ DRAINAGE ESM'1 �Ov 12' G.E.T.TV.E.(Z) CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C39 39.27' 25.00' 25.00' 90'00'00" 35.36' S14- 3529 "W C40 31.26' 175.00' 15.67' 10 °14'08" 31.22' N54 °2825 "E C41 18.96' 200.00' 9.49' 5 °2556" 18.95' N62 °3228 "E C42 21.04' 200.00' 10.53' 6 °01'35" 21.03' N62 °14'38 "E C43 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 01351 "E C44 35.42' 100.00' 17.90' 20 °17'45" 35.24' N20 °37'17 "W C45 34.79' 100.00' 17.57' 19 °56'07" 34.62' N20 °2627 "W C46 78.54' 50.00' 50.00' 90 °00'00" 70.71' N75 °24'31 "W C47 26.80' 150.00' 13.43' 10 °14'08" 26.76' N54 02825 "E C48 78.54' 50.00' 50.00' 90 °00'00" 70.71' N14 °3529 "E C49 78.15' 50.00' 49.61' 89 °33'11" 7043' N75 °11'06 "W C50 70.35' 100.00' 36.70' 40 °18'34" 68.91' N39 °53'01 "E LINE TABLE LINE LENGTH BEARING Ll 4.85' S59 °4929 "W L2 65.36' S30 °46'09 "E L3 126.95' S59 °1351 "W L4 120.00' N59 °3529 "E L5 60.00' S30'24'31 "E L6 104.91' S30 °46'09 "E L7 50.00' S30 °59'08 "E L8 48.52' S30 °46'09 "E L9 24.08' S65 °27'08 "E L10 22.13' S45 °02'09 "W Lll 53.34' S43 °52'30 "E L12 55.03' S37 03741 "E L13 49.03' S27 04349 "E L14 48.53' S10 °5846 "E L15 46.19' S5'32'10 "W L16 6.12' S19 °4326 "W L17 68.20' S59'1351 "W L18 43.32' N59 °49'30 "E L19 47.67' N19 °4344 "E L20 47.67' S19 °4344 "W L21 50.00' S70 °16'16 "E L22 43.28' N59 °49'30 "E L23 79.98' N65'15'26 "E L25 68.20' N59 °1351 "E L27 128.91' N30 °46'09 "W L29 132.53' j N10- 2824 "W L31 272.01' N30 °24'31 "W L33 403.65' S9 °35'29 "W L35 42719' N59 03529 "E L37 462.14' N30 °24'31 "W L39 406.72' S60 °02'18 "W L40 47.67' N19'4344 "E L41 241.72' N30 °24'31 "W L42 30.00' S59 °3529 "W L43 47.17' S18 °15'39 "W L44 3.98' S59'3529 "W L45 10.02' S59 °35'29 "W L46 53.10' S18 °15'39 "W LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg LINE TABLE LINE LENGTH BEARING Ll 4.85' S59 °4929 "W L2 65.36' S30 °46'09 "E L3 126.95' S59 °1351 "W L4 120.00' N59 °3529 "E L5 60.00' S30'24'31 "E L6 104.91' S30 °46'09 "E L7 50.00' S30 °59'08 "E L8 48.52' S30 °46'09 "E L9 24.08' S65 °27'08 "E L10 22.13' S45 °02'09 "W Lll 53.34' S43 °52'30 "E L12 55.03' S37 03741 "E L13 49.03' S27 04349 "E L14 48.53' S10 °5846 "E L15 46.19' S5'32'10 "W L16 6.12' S19 °4326 "W L17 68.20' S59'1351 "W L18 43.32' N59 °49'30 "E L19 47.67' N19 °4344 "E L20 47.67' S19 °4344 "W L21 50.00' S70 °16'16 "E L22 43.28' N59 °49'30 "E L23 79.98' N65'15'26 "E L25 68.20' N59 °1351 "E L27 128.91' N30 °46'09 "W L29 132.53' j N10- 2824 "W L31 272.01' N30 °24'31 "W L33 403.65' S9 °35'29 "W L35 42719' N59 03529 "E L37 462.14' N30 °24'31 "W L39 406.72' S60 °02'18 "W L40 47.67' N19'4344 "E L41 241.72' N30 °24'31 "W L42 30.00' S59 °3529 "W L43 47.17' S18 °15'39 "W L44 3.98' S59'3529 "W L45 10.02' S59 °35'29 "W L46 53.10' S18 °15'39 "W LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg LEGEND F.I.R.' FOUND %2 "IRON ROD G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, S.LR. = SET %" IRON ROD WITH BLUE CAP CABLE T.V., EASEMENT STAMPED "KFW SURVEYING" B. S. L. = BUILDING SETBACK LINE R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS Q1 = PLATTED WITH WILLOW GROVE UNIT -2 (VOL. 9671 PGS. 189 -190) SCALE: 1 "= 100' NOTES: 0' 50' 100' 150' 200' 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 2. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND /OR ASSIGNS, A MAINTENANCE COVENANT AND EASEMENT AGREEMENT WITH THE CITY OF SCHERTZ IS RECORDED IN VOL. 16782 PG. 1564 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. 3, TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 4. THIS PLAT CONSISTS OF 93 BUILDABLE LOTS. 5. LOT 35, BLOCK 2 AND LOT 91, BLOCK 2 ARE NON - RESIDENTIAL LOTS DESIGNATED AS ELECTRIC, GAS, TELEPHONE, CABLE TV, DRAINAGE AND ACCESS EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 6. ALL LOTS LOCATED WITHIN THIS SUBDIVISION PLAT ARE TO BE SERVED BY UTILITIES LOCATED IN THE FRONT OF THE LOTS WITHIN DESIGNATED EASEMENTS. THIS SUBDIVISION PLAT OF THE WIZZOW67ROVESUBDIVISIONUNITS SUBDIVISION HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER PLANT CAPACITY. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION AT THE CURRENT FEE SCHEDULE. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE WILLOW 6'ROVESU8DIVISION 1/NIT3 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF BEXAR 1, 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. AND DULY RECORDED THE _ DAY OF A.D. AT_ M. IN THE RECORDS OF BEXAR COUNTY IN BOOKIVOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY FINAL PLA T ES TA BL ISHING WILLOW GROVE SUBDIVISION UNIT 3 A 23.88 ACRE TRACT OF LAND, OUT OF A REMAINING PORTION OF 67.77 ACRE TRACT OF LAND, SITUATED IN THE CITY OF SCHERTZ OUT OF THE J. LEAL SURVEY NO. 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS AS CONVEYED TO FRED DEVELOPMENT, LLC. RECORDED IN VOLUME 14874 PAGE 1915 OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY TEXAS. PAGE 2OF2 Date: Aug 20, 2014, 4 :54pm User ID: severs DRAWN BY: LM File: P: I205107t04tDesigniCiviAPLA71PL2050704 .dwg TO: Planning and Zoning Commission CASE: PC2014 -041 The Reserve at Schertz II — Master Plan SUBJECT: Consider and act upon a request for approval of a master plan of The Reserve at Schertz 11, an approximately 103 acre tract of land situated in the Stacy B. Lewis Survey No. 317, Abstract No. 443 and the Antonio Zamora Survey No. 36, Abstract No. 82, City of Schertz, Bexar County, Texas and generally located on Boenig Drive approximately 200 feet southwest of the intersection of Laura Heights and Boenig Drive. GENERAL INFORMATION: Owner Developer /Applicant: Triple H Development, LLC, Harry Hausman, Developer Project Engineer: Briones Engineers, Andy Rodriquez, Project Manager APPLICATION SUBMITTAL DATE: July 14, 2014 (Original Application) August 13, 2014 (Revised Submittal) August 22, 2014 (Revised Submittal) BACKGROUND: A master plan for this site was approved by the Planning and Zoning Commission on April 9, 2014. According to UDC Sec. 21.12.65.2 major amendments require resubmittal and approval of a new master plan application. The proposed master plan has increased the total number of lots from 121 to 127. The increase in density with the addition of these six (6) lots constitutes a major amendment. ITEM SUMMARY: The applicant is proposing to develop The Reserve at Schertz II of which approximately 103 acres and is zoned Residential Agriculture (RA). The subdivision is proposed to develop in four (4) phases with 127 single family residential lots. The proposed plan indicates that each residential lot will develop as a single family lot with 25' building setbacks on all sides as dictated by the zoning district. Each residential lot meets the minimum required lot size of 21,780 square foot. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is located on Boenig Drive approximate 200 feet west of street Laura Heights adjacent to the Laura Heights Estates subdivisions. 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 three (3) points of access via Ivy Jet through the adjacent subdivision The Reserve at Schertz; via N. Graytown Road and two points of access from Boenig Drive. Each phase of this subdivision will be required to maintain two points of access at all times throughout construction in an effort to meet that requirement the applicant is proposing to construct Largoza Avenue across the undeveloped Lazar Parkway. A Level 1 — Traffic Impact Analysis was performed in July 2014 to address the subject subdivision, surrounding subdivisions and intersections in the area to determine the demand on the street network. The City's Master Thoroughfare Plan (MTP) designates a proposed north /south collector identified as Lazar Parkway (86' ROW) that stretches from Lower Seguin Road to IH 10. A portion of the proposed thoroughfare that is adjacent to the subject property is proposed to be dedicated at the time platting for each Unit of this subdivision. No portion of Lazar Parkway to the south has been constructed due to rough proportionality, although the ROW has been dedicated. The MTP also proposes an expansion of the existing Graytown Road (60' ROW) to an 86' ROW. The applicant is providing the 13' dedication for Graytown Road which is proposed to be dedicated at the time of platting for each Unit of this subdivision. Boenig Road is City Street not identified on the MTP and would be considered a collector street. In accordance with the UDC, a collector street in the City is a 60' ROW with 42 feet of pavement which includes curb and gutters. The Boenig ROW is currently sub - standard. The applicant is proposing to provide variable width ROW dedication along Boenig Drive adjacent to the subject property. The variable width dedication includes 10' ROW dedication along the majority of Boenig Drive with the exception of the curve areas along Boenig Drive where the dedication varies. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. PUBLIC IMPROVEMENTS AND SERVICES: Water and Sewer: This site is serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision. Sewer service will be provided by the San Antonio River Authority (SARA) who holds the certificate of Convenience and Necessity (CCN) for this site. Water service will be provided by the City of Schertz. Drainage: The applicant will be responsible for all drainage associated with the subject property, and for compliance with the Storm Water Ordinance. Two detention basins are proposed to intercept storm water before it leaves the development. The site naturally drains to the FEMA 100 -year floodplain that is located between the site and Graytown Road. A preliminary drainage plan was submitted and reviewed by the City Engineer. Sidewalks Hike and Bike Trails: Required along both sides of all streets throughout the subdivision and along Lazar Parkway, N. Graytown Road and Boenig Road. Additional Design Criteria: The subject property is affected by the additional design requirements of the UDC, Section 21.14.3 along Lazar Parkway and N. Graytown Road to include landscaping buffers and screening. Landscape buffer lots have been provided adjacent to N. Graytown Road and Lazar Parkway. Road Improvements: All streets will be developed to City of Schertz specifications including sidewalks and improvements. The development is located adjacent to Graytown Road, Boeing Drive and the proposed Lazar iN Parkway. Rough proportionality will be reviewed with each plat submitted to the Planning and Zoning Commission. Graytown Road is an existing 60' ROW and the MTP designates it as a secondary arterial (86' ROW). 13' of ROW has been shown as dedication to the City of Schertz for the expansion. Boenig Drive is an existing sub - standard ROW. A variable width ROW has been shown for dedication with the majority of the dedication being 10' of ROW. Lazar Parkway is designated as a secondary arterial (86' ROW). The proposed ROW is shown for dedication. STAFF ANALYSIS AND RECOMMENDATION: Approval of a Subdivision Master Plan is required in order to plat a portion of a large tract of land under single ownership in order to ensure compliance with the Comprehensive Land Plan, the UDC, any additional adopted plans (water, wastewater, transportation, and drainage), the compatibility of land uses and the coordination of improvements. Staff has requested that the applicant provide additional information related to the design of the intersection at Lazar Parkway and Largoza. The applicant has indicated on the master plan that the intersection of Largoza Avenue and Lazar Parkway will be constructed to the ultimate design of Lazar Parkway at the time of platting for Unit 4. Staff will review the design of the intersection with Unit 4 civil construction plans, to ensure that the proposed intersection will tie into the future construction of Lazar Parkway. The design will assist in staff's determination and recommendation on rough proportionality request for this intersection at the time of platting. The Subdivision Master Plan has been reviewed by the City Engineer, Public Works, Parks, Inspections, Fire and Police. Approval of a master plan by the Planning and Zoning Commission shall be deemed as a guide to the final design of streets, water, sewer and other required improvements. Staff recommends approval of the Master Development Plan as submitted. 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 a Subdivision Master Plan, the Commission should consider the criteria within UDC, Section 21.12.6.D. Attachments: Aerial (Map) Exhibit