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PZ 05-11-2016 AGENDA with associated documents' ENO �kik " e ;. •. 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. PC2016 -011 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4 — Phase A, an approximately 20 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. B. PC2016 -012 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4 — Phase B, an approximately 20 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. C. PC2016 -001 Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit IA, an approximately 48 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 471, and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Comal County and Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. D. PC2016 -002 Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit Planning & Zoning May 11, 2016 Page 1 of 3 113, an approximately 23 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. E. PC2016 -003 Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit 2, an approximately 19 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. F. PC2016 -004 Consider and act upon a request for approval of a final plat of the Homestead Subdivision. Unit 3A, an approximately 17 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. A. Waiver - Roadway Improvements associated with PC2015 -049 Consider and act upon a request for approval of a waiver to UDC Sec. 21.1.4.1.K regarding improvements to Eckhardt Road related to the proposed preliminary plat of The Parklands Subdivision Unit 1, an approximately 48 acre tract of land situated in the John Noyes Survey No. 259, Abstract No. 253, and the Carrol M. Gahogan, Jr. Survey No. 25, Abstract No. 142, City of Schertz, Guadalupe County, Texas, generally located on the south east corner of Eckhardt Road and Froboese Road. B. PC2015 -049 Consider and act upon a request for approval of a preliminary plat of The Parklands Subdivision. Unit 1, an approximately 48 acre tract of land situated in the John Noyes Survey No. 259, Abstract No. 253, and the Carrol M. Gahogan, Jr. Survey No. 25, Abstract No. 142, City of Schertz, Guadalupe County, Texas, generally located on the south east corner of Eckhardt Road and Froboese Road. C. Waiver - Rough Proportionality on roadway construction associated with PC2016 -01.9 Consider and act upon a request for approval of a waiver regarding Rough Proportionality on roadway construction related to the proposed final plat of The Reserve at Schertz 11, Unit 3, an approximately 19 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. 828, City of Schertz, Bexar County, Texas and generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. D. PC2016 -019 Consider and act upon a request for approval of a final plat of The Reserve at Schertz II, Unit 3, an approximately 19 acre tract of land situated in the S. B. Lewis Survey No. 317, Abstract No. 433, and the Antonio Zamora Survey No. 36, Abstract No. 828 City of Schertz, Bexar County, Planning & Zoning May 11, 2016 Page 2 of 3 Texas, generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. 5. WORKSHOP/DISCUSSION: A. Presentation and discussion on the City of Schertz 2016 Strategic Plan. 6. 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 Staff Update City and community events attended and to be attended. 0 NEW SITE PLAN APPLICATIONS: The following site plan was submitted to the Planning and Zoning Department between April 25, 2016 and May 6, 2016. 1) Verde Enterprise Business Park, Unit 11, Lot 12, Block 13 ( 5601 Schertz Pkwy) Site Plan — proposed: 73,152 sq. ft. hotel 7. ADJOURNMENT OF THE REGULAR MEETING CERTIFICATION 1, 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 6 th day of May, 2016 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 55 1, Texas Government Code. Em�ay (�rqbg, 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 2016. title: Thisfacility is accessible in accordance with the Americans with Disabilities Act. Handicappedparking spaces are available. Ifyou require special assistance or have a requestfor 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 May 11, 2016 Page 3 of 3 r TO: Planning and Zoning Commission 1 •�- CASE: PC2016 -011 The Crossvine, Module 1, Unit 4 Phase A — Final Plat SUBJECT: Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4 — Phase A, an approximately 20 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. N4 N4 V-11011111IN101 :11- IN Owner /Applicant: Pulte Homes of Texas, L.P. Project Engineer: Gregg Andrulis, Malone /Wheeler Inc. APPLICATION SUBMITTAL DATE: January 14, 2016 February 17, 2016 April 20, 2016 (Original Application) (Revised Submittal) (Revised Submittal) BACKGROUND: A final plat for The Crossvine Module 1, Unit 4 was approved September 23, 2015 by the Planning and Zoning Commission. The property owner has since requested to split The Crossvine Module 1, Unit 4 into two phases for construction purposes. ITEM SUMMARY: The applicant is proposing to final plat Phase A, approximately 20 acres of land establishing 75 single family residential lots. All lots will be DSFR1 lots with a minimum size of 5,500 square feet as dictated by The Crossvine Subdivision PDD. }Z Use Category Area Square Feet Width (ft.) Depth ft.) DSFR 1 5,500 50 110 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 Aranda Lane and Lower Seguin Road. r 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 Lower Seguin Road and the extension of Sagenite which was constructed with the Sedona subdivision. 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 not contain protected and /or heritage trees and no mitigation is due. PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine is proposing 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 which is currently under construction in Module 1, Unit 1. This unit includes construction of a small private park and extension of open space and trails. Additionally Green Grant will provide direct access to the west side of the City's parkland (Heritage Park). 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 and approved by the Public Works and Engineering Departments. 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 drainage plan has been reviewed and approved by the City Engineer. This subdivision is designed to drain to the south to an existing offsite detention pond. 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. r 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 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 final plat, the Commission should consider the criteria within UDC, Section 21.12.10 D. Attachments: Aerial (Maps), Exhibit ENGINEER: MMALONE *WHEELER �_ SINCE INC 1995 � 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: 14603HUEBNER RD BLD. 40 SANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENG /NEERS & SURVEY /NG FAx(210) 979 -8441 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 STATE OF TEXAS K*11PkvA1*jm IlII 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 i MUM I J-Ur -VVA7 rUK CLtU I KIT: ANU UAJ UIJ I KItSU I IUN ANU JCKVII:t tF1l:ILi I ICJ 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) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. AL.[ FEES DUE. FOR IMPACT TO THF. SYSTFM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY IDITIONAL NOTES: Y2" DIAMETER IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. CONTOURS FROM PREVIOUSLY RECORDED PLAT. Iffif 10' BSL F_ I I I JI I m1 t iC in) ii I I i 20' BSL_ -a 10' E.G.T. & TV 50' LOT DIAGRAM SIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 46, BLOCK 3 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 37, BLOCK 1 LOT 1, BLOCK 6 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 CA.TV. CABLE TELEVISION — — PROPERTY LINE ADJACENT PROPERTY LINE i LOT 8, BLOCK 1 CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) s�TUNE SIGHT DISTANCE EASEMENT OO FIR FOUND 1/2" IRON ROD IDITIONAL NOTES: Y2" DIAMETER IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. CONTOURS FROM PREVIOUSLY RECORDED PLAT. Iffif 10' BSL F_ I I I JI I m1 t iC in) ii I I i 20' BSL_ -a 10' E.G.T. & TV 50' LOT DIAGRAM SIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46, BLOCK 3 LOT 1, BLOCK 5 i ( LANDSCAPE LOTS I LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK 1 LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47, BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 i LOT 11, BLOCK 4 PRIVATE PARKLAND i LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ I DRAINAGE EASEMENT i LOT 8, BLOCK 1 I ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT 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 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT �- NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 SHFFT 1 OF f 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. 0 100 200 SCALE: 1"=100' V V V/ 1 1 I V 19 I v If 11 NOT TO SCALE ENGINEER: MALONE *WHEELER SINCE INC.1995 \ / / � - 30'WATER iHANSM)SSIONAND 7500 RIALTO BLVD, BLDG 1, SUITE 240 \ RIGHr oT wgreaSEMe r AUSTIN, TEXAS 78735 LOWER SECU(N Ro. PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 1D'GFlS"EkO EWAV — AG RFBMEN)' (1323211511 C11 D \� '0'GASRIGHTOF WqY \\ \\ AGREEMENT — / (t323Y1571J Coy SOHTL I1 )E L12 BI OGK SS71 00'19"E _ — –_ 3og9> / _ _ 95.36' SURVEYOR: -soo- r&ry CSMT �� 10'E. C111 1.8 FIR X41 60 m 49' 176- J01 \ FIR d5 / � g. \ AA' C112 m 8 BLOCK )615 S", 66. 4603HUESNERRD BCD. 40 �0 2 4a �3 551^ ? W S ANANTON10, TEXAS 78230 0 El PHONE (240) 979 -8444 FAX(210)979 -8447 FIR ENGINEERS & SURVEYING 2 n 3 5 \ P FIRM 90122300 O� LOT N" "O w /3 Pp, 6 2 yd ( y 20'BSL 3 3 7ss 19' .13' 188]' 4s -&9 -`` �`OE�LBT ?' 2 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS sr Ne<11,<3E - HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL / " G4, REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO ah m WHICH THIS APPROVAL IS REQUIRED. -- V 885 "21'43 'W ' 23 71' 74' coa /so 2 IF, 0 CITY ENGINEER \ ��5• LLF�/ C46 4 BLOCK K L \ \ 2° 2 ?_6p LE I J - BOCK A, \ g 1 •N`Ei•� 1n8`y9 L \\ B STATE OF TEXAS sart as 09 m 6 5 1a \ COUNTY OF BEXAR mI' THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE pqN 13 i ! —so e 2 4y 34_ g9 e" lzooa \ o Ga PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, s0 6 m - a zf ns w +or 69 ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED- THIS THE DAY OF , 20 + W 11 v RR 35 \ y6p pQ 84 N\ \ w OWNER: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH S \ ,y11 mss- se 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 B�ocK 2 21e �. 5° >9 0° 2OO' a1 s9 sa PHONE: 210 - 581 -8836 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. 50' GREGORY J. ANDRULIS, PE 10' BSL REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. F 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 p m Ic 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 I SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. 20' BSL 10' E.G.T. & TV 50' LOT DIAGRAM TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 aE R'+N/ d95H o \9e Al ou /Scfly5. 0 `9 1`L96R 3 � Y 16'WATCR UTIClTY EASEMENT n5 �65d \ �.>'. /b+a �\ N22 °47'28 "W e° a� y4 y o as - i r 3 x yj \ !'JI Y l �o 4 � \ LOT DESIGN GUIDELINE LoTf BLOCK 3 o \ tS? hry b J � sp e s3, 5 \ � BLOCK 1 t�11 .>Tx W GAS RIG111. -WAY / VO A / (13 -2N]' ( / 50, G - r3t9vs2o� DER APR 0 0 lR° ,R 30'WATERTRANSMISSIONAND j RIGFIT OE WAV BASEMEN? (9659/2235) 19 $A 30'LAND.S'CAPELOT 35 J� t1 LOT 59, BLOCK 1 c5• 36 FI (968YT3 -J8J 'K a— 16'WASTEWATER EASEMENT 9 \ � 0 < n L ssz T3 e- 0 BLocx. _ 25 115 a9 �, 90119, 60� VVLANOSCAPE&ORAI CLOT by LOT 60, BLOCK 1 5 (95831/.. ? -76; OWNER' SEDONA MASTER LLAS, TNITV INC. 49flA 58 p5• PO 90X ]00128, DALLAS. TX ^NI 10.. 31 � .mp .- 24 26 BLOCK 3 zl �ro�� 1 NHS" 26 �- \ Z / 31.30' 11A a �8p5 \ �SNTT / C3j 9 8 S5 27 50 ?' C39 18 r t C6 Sep 6 28 �"' / s s 29 m 3v9 BLOC 1 R. �- o \ a VN 30 BLOCK 1 2241' L \ 4G2 _5 \ Nd — 882 °49'25 "W 8904 / 4 15ao OAK BU (R ,O fin/. VARIES) C8 T 1 8 1699 m 1zp. 11',y5•W oo . X60 14 �gm 1ya: rti \ y °e 5 10 \ BLOCK 4 °23'Sb' ^yy 3966 3 5 &1% ✓ � PZ 11p34 3� 31 BLOCK N5. d8!4 551°`2/+Nv- 4i15. � ✓\` N 61 1 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK HO MUNICIPAL AUTRITY (COMA) FOR WAS- IEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. AL ..L FELS DUE FOR IMPACT TO THE SYSTFM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT & BLOCK LEGEND NUMBERS ALLOWABLE USE LOT 46, BLOCK 3 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 6 PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS EASEMENT LOT 17, BLOCK 4 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 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT DRAINAGE EASEMENT I I 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 CROSS - SECTIONS E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED ELEC ELECTRIC WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL HAVE THE RIGHT OF TEL TELEPHONE INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO CA.TV. CABLE TELEVISION REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF — — PROPERTY LINE SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID ADJACENT PROPERTY LINE DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY CENTER LINE OF R.O.W. MAINTAINED BY PROPERTY OWNERS. EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED BUILDING SETBACK LINE SCALE FACTOR OF 1.00017. O TxDOT DISC (POINT OF BEGINNING) HTUN>• SIGHT DISTANCE EASEMENT 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS OFIR FOUND 1/2" IRON ROD PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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: 1 t�11 .>Tx W GAS RIG111. -WAY / VO A / (13 -2N]' ( / 50, G - r3t9vs2o� DER APR 0 0 lR° ,R 30'WATERTRANSMISSIONAND j RIGFIT OE WAV BASEMEN? (9659/2235) 19 $A 30'LAND.S'CAPELOT 35 J� t1 LOT 59, BLOCK 1 c5• 36 FI (968YT3 -J8J 'K a— 16'WASTEWATER EASEMENT 9 \ � 0 < n L ssz T3 e- 0 BLocx. _ 25 115 a9 �, 90119, 60� VVLANOSCAPE&ORAI CLOT by LOT 60, BLOCK 1 5 (95831/.. ? -76; OWNER' SEDONA MASTER LLAS, TNITV INC. 49flA 58 p5• PO 90X ]00128, DALLAS. TX ^NI 10.. 31 � .mp .- 24 26 BLOCK 3 zl �ro�� 1 NHS" 26 �- \ Z / 31.30' 11A a �8p5 \ �SNTT / C3j 9 8 S5 27 50 ?' C39 18 r t C6 Sep 6 28 �"' / s s 29 m 3v9 BLOC 1 R. �- o \ a VN 30 BLOCK 1 2241' L \ 4G2 _5 \ Nd — 882 °49'25 "W 8904 / 4 15ao OAK BU (R ,O fin/. VARIES) C8 T 1 8 1699 m 1zp. 11',y5•W oo . X60 14 �gm 1ya: rti \ y °e 5 10 \ BLOCK 4 °23'Sb' ^yy 3966 3 5 &1% ✓ � PZ 11p34 3� 31 BLOCK N5. d8!4 551°`2/+Nv- 4i15. � ✓\` N 61 1 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK HO MUNICIPAL AUTRITY (COMA) FOR WAS- IEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. AL ..L FELS DUE FOR IMPACT TO THE SYSTFM AT TIME 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 46, BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK 1 LOT 19, BLOCK 7 ( LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, LOT 47, BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 i LOT 11, BLOCK 4 i PRIVATE PARKLAND i LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ i DRAINAGE EASEMENT I I LOT 8, BLOCK 1 I I ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT 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 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 SHFFT 2 OF f ENGINEER: MALONE *WHEELER �_ SINCE INC 1995 � 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: W4fiO3HUEBNER RD BLD. 40 ANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENGINEERS & SURVEY /NG Ear /210/ 979 -8441 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 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. SOT DE.,..... VV1V VV...ft- AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY P�F_OF f tk 1 G ATCH LINE SEE SHEET 4 NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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: 7 LOT & BLOCK COMMON AREA LOT NUMBERS LEGEND LOT 46, BLOCK 3 B.C.D.P.R. BEXAR COUNTY DEED AND I LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK 1 LOT 19, BLOCK 7 PLAT RECORDS LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, R.P.R.B.C. REAL PROPERTY RECORDS LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 BEXAR COUNTY LOT 11, BLOCK 4 PRIVATE PARKLAND R.O.W. RIGHT OF WAY LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC ESM'T EASEMENT DRAINAGE EASEMENT i N.V.A.E. NON - VEHICULAR ACCESS ESM'T & CABLE TV EASEMENT I 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 CA.TV. CABLE TELEVISION — — PROPERTY LINE ADJACENT PROPERTY LINE n --------- - - - - CENTER LINE OF R.O.W. EASEMENT -- BUILDING SETBACK LINE 0 100 200 v� 0 TxDOT DISC (POINT OF BEGINNING) SCALE: 1 =100 . ���' uNE (M)FIR SIGHT DISTANCE EASEMENT FOUND 1/2" IRON ROD AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY P�F_OF f tk 1 G ATCH LINE SEE SHEET 4 NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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: 7 LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 46, BLOCK 3 LOT 1, BLOCK 5 i ( LANDSCAPE LOTS I I I LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK 1 LOT 19, BLOCK 7 ( LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, LOT 47, BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ DRAINAGE EASEMENT i i LOT 8, BLOCK 1 I I I ELECTRIC, GAS, TELEPHONE I & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A SA0ENITE A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 SHFFT 3 OF A ENGINEER: MALONE *WHEELER �_ SINCE INC 1995 � 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: W4B03HUEBNER RD BLD. 40 ANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENGINEERS & SURVEY /NG FAx(210) 979 -8441 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 STATE OF TEXAS 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 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. A �� NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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. MATCH LINE SEE SHEET 3 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. MAIN. t C/i ,'1"9 , FY fi �OU THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE COOLS CREEK MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED Al SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY T >, \' \u 2GENA)NAGE EASEMENT s eE oTE IN TR ev SEPARATE INSTRUMENT voL PAGE 1 C3 Y �z> \q /0 5 \ �c,X\ 10' BSL I i I I I 0 20' BSL ; 10' E.G.T. & TV 50' LOT DIAGRAM COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: 7 LOT & BLOCK COMMON AREA LOT LEGEND ALLOWABLE USE B.C.D.P.R. BEXAR COUNTY DEED AND LOT 1, BLOCK 5 LANDSCAPE LOTS PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS I LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, BEXAR COUNTY TELEPHONE & CABLE TV R.O.W. RIGHT OF WAY LOT 17, BLOCK 4 ESM'T EASEMENT PRIVATE PARKLAND N.V.A.E. NON - VEHICULAR ACCESS ESM'T LOT 1, BLOCK 2 B.S.L. BUILDING SETBACK LINE ACCESS/ P.U.E. PUBLIC UTILITY EASEMENT LOT 8, BLOCK 1 E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT & CABLE TV EASEMENT I ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION — — PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE 0 100 200 C TxDOT DISC (POINT OF BEGINNING) TuN— SIGHT DISTANCE EASEMENT SCALE: 1"=100' O FIR FOUND 1/2" IRON ROD NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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. MATCH LINE SEE SHEET 3 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. MAIN. t C/i ,'1"9 , FY fi �OU THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE COOLS CREEK MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED Al SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY T >, \' \u 2GENA)NAGE EASEMENT s eE oTE IN TR ev SEPARATE INSTRUMENT voL PAGE 1 C3 Y �z> \q /0 5 \ �c,X\ 10' BSL I i I I I 0 20' BSL ; 10' E.G.T. & TV 50' LOT DIAGRAM COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: 7 LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 46, BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK 1 LOT 19, BLOCK 7 ( LANDSCAPE LOTS / I LOT 39, BLOCK 1 LOT 21, BLOCK 7 ( ELECTRIC, GAS, LOT 47, BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ � DRAINAGE EASEMENT I I LOT 8, BLOCK 1 I ELECTRIC, GAS, TELEPHONE I & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE_4 A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 LOT DESIGN GUIDELINE OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHFFT A OF f ENGINEER LMALONE*WHEELER j SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: M603HUEBNERRD BID. 40 (c SANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENGINEERS & SURVEYING FAx(210) 979 -8441 FIRM 10122300 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. 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. f/ CITY ENGINEER .Y I/ ,/' �- N26"24'a6'w29.43' STATE OF TEXAS A_ 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 STATE OF TEXAS r•nmrc•1� ��cv� 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 Im B.C.D.P.R R.P.R.B.0 R.O.W. ESM'T N.V.A.E. B.S.L. P.U.E. E.G.T. & TV ELEC TEL CA.TV. 0 100 200 G SCALE: 1"=100' H2ON O FIR �z> 20'ORAINAGAEASEMENT TO ABATE INSTRUMENT \m\ \ SEPARATE INSTRUMENT VOL PACs \ \ N63 "51'44 "E 39.3f'�� fS28 °OY' >N "E 22IX!' \`H—6132 \ s Nei° 55' 4t "E 9M1-29 _ / 70.3i' C130 1'2 o'a1•E 94.41. -- N86 °00'4v ^W 10.31' SAt°65, 16'WAS TEWATEREASEMENT ro Ee DEUf , 1 eY SEPARATE INSTRUMENT VOL PAGE �J \\ �N54`2i'S0 "E 14 d4' \ \� NAA �3h 564'36'39"W 30.C9' / //f \ �2 0 "/ N5J _ s 6 /ym THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL_ AUTHORITY (COMA) FOR WASTEWATER TRFATMFNT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED Al SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 2682'1 1 A9`E/ N/ 56 . 269 All 2 BEXAR COUNTY DEED AND PLAT RECORDS REAL PROPERTY RECORDS BEXAR COUNTY RIGHT OF WAY EASEMENT NON - VEHICULAR ACCESS ESM'T BUILDING SETBACK LINE PUBLIC UTILITY EASEMENT ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT ELECTRIC TELEPHONE CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE TxDOT DISC (POINT OF BEGINNING) SIGHT DISTANCE EASEMENT FOUND 1/2" IRON ROD NTB, A926�E i%l �� = sT6"as z3w "o, i / PASEMPORARYWASTE ATED EASCMCNT TO 6E DEDICATED BY SEPARATE INSTRUMENT VOL PAGE NOTES: 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46, BLOCK 3 FINAL SUBDIVISION LOT 1, BLOCK 5 i ( LANDSCAPE LOTS I LOT 37, BLOCK 1 LOT 1, BLOCK 6 THE CROSSVINE MODULE 1, LOT 38, BLOCK 1 LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47, BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16, BLOCK 4 EASEMENT LOT 17, BLOCK 4 i i THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY i LOT 11, BLOCK 4 I PRIVATE PARKLAND i � LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ i I DRAINAGE EASEMENT I LOT 8, BLOCK 1 I I � ELECTRIC, GAS, TELEPHONE i & CABLE TV EASEMENT 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 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE A 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 IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF LOT DESIGN GUIDELINE OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHFFT 5 OF f BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50' - -- A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT 10' BSL NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS - - - -- - - - - - -- - - - - -' CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS AND SITUATED IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS I Ji IJ ml Im o STATE OF TEXAS COUNTY OF BEXAR: COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE 1 20_ BSL__ _j ON THE DAY OF , 20 A.D. AT M. AND DULY RECORDED THE DAY OF OF , 20 A.D. AT M. 10' E.G.T. & TV IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 50' LOT DIAGRAM BOOK / VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF LOT DESIGN GUIDELINE OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHFFT 5 OF f ENGINEER: MALONE*WHEELER 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F-786 SURVEYOR: 14603 HUEBNER RD BLD 40 SANAHTON10, TEXAS 78230 (c Elw PHONE (210) 979-8444 ENGINEERS & SURVEYING FAY(210) 979-8441 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210-581-8836 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 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEIWHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210-979-8444 FAX: 210-979-8441 Line Table Curve Table LINE# LENGTH DIRECTION Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST Ll 13.41 N08-47'16"W Cl 19.96' 15.00' 076'14'19" N332853"E 18.52' 12 35.33 N211120-W C2 159.67' 60.00' 152'2838" SO4'38'17"E 116.56' L 3 M� N45-32'08"E N52-4553-W C3 C4 _19.96' 15.00' 287,81' 380.00' 076'14'19" 043'2346" N424526"W S26 20'10 "E 18.52 280.98' L4 28.44 L5 L6 28.44 52.69 S52-4553"E S89'5223"E C5 67.14' 150.00' 025'3839" N35'12'43"w 66.58' C6 37,97' 15,00' 145'02'11" N50'07'42"E 28.61' L7 53.13 S25"5'20"E C7 279.45' 60.00' 266'51'08" S10 '4647"E 87.15' L8 58,79 -2.-06 S47-31-36"W N04'12'40"W S25'1520"E N77°24'03"E S88'4253 "IN j S08'47'16"E N22-0624"W C8 C9 CIO 35.45' 15.00' 148.43' 280.00' 22.69' 15.00' 135'25'05" 030 °22'24" 086*41'16" N76'2949"W S23'58'28"E N04'10'58"E 27.76' 146.70' 20.59' 1 10 Lil L12 35.33 106.29 131.30 Cil 95.27' 75.00' 0724656" SII'08'08"W 88.99' C12 - C13 C14 84.58' 75.00' ------- --------- ---------------- 22.43' 15.00' 170.95' 525.00' 064'37'03" - --------------- 085'3943" 01803925" S57'3351"E N47 0232 "W S1303223"E 80.17' 2040 .' 170.20' L13 27.55 L14 88.68 L17 L18 IL19 55.47 - --------- 110.42 50.01 N01'3429"W S60 52'24 "W - S61 .11'54"W S6W52-24"IN C15 23.11' 15.00' 088'15'57" N21'15'53"E 20.89' C16 201,49' 0.00' 192'24'18" S30'48'17"E 119.30, C17 - -- - C18 2311' 15.00' ------ ---------- 177.18' 525.00' 088'15'57" - -- - 019'20'13" N82'5227"W ------ ----------------- - S48'2435"E 2089' . - ---- - ------- 17634' I- 1 L20 45.04 L21 116,22 S12'31'10"E C19 23.56' 15.00' 090'00'00" N13'0441"W 21.21' L22 L23 130,45 5.09 S80032'37"W NO4024'15"W11 C20 22.56' 15.00' 086'10'39" N75'00'38"E 20.49' C21 278.74' 60.00' 266'10'39" S14'5922"E 87.64' L24 50.00 S85'47'20"W S67°04'05"W C22 C23 23-56' 15.00' 74.69' 135,00' 090'00'00' 031'41'55" S7655'19"W N42'13'44"W 21.21' 73.74' 1 L25 159.26 L26 10.62 S76'09'37"E C24 63.01' 205.00' 017'36'34" N35'1 1'04'W 62.76' L27 L28 10.62 16.00 N76'09'37"W Sll°14'37E C25 37.41' 155,00' 013'4947" N37-04'28-W 37.32' C33 23.70' 15.00' 090'32'31 " S15'36'08"W 21.31' L29 13.62' S55' 10'21 `E I S29' 49' 13"E C34 C35 23.42' 15.00' 55.78' 175.00' 089'2729" 018'15'46" S74'23521"E N3848'00"W 21.11' 55.54' L30 33.40' L31 22.01' S29'57'50-WI C36 11.88' 15.00' 045 °23'26" S25-14'10"E 11.57' L32 L33 50,00' 17.00' N84'35'41'W S61' 11' 54 "W C37 139.56' 60.00' 133'16'22" N69'10'38"W 110.16' C38 11.88' 15.00' 045'2326" N66'5253"E 11.57' L34 16.04' S59'41'19"Wil N61 11' 54 "E I C39 C40 134.52 175.00' 22.63' 15.00' 044'02'28" 086'2549" S67 3322 "W N88*45'03"E 131.23' 20.54' L35 1600' C41 242.37' 320.00' 043'2346" S26'20'10"E 236.62' C42 23.56' 15,00' 090'00'00" S40'21'43"W 21.21' C43 ­------­ C44 C45 127.89' 175.00' - - - --- --- - --------------- 15 12' 15.00' 309.49' 60.00' 041'5224" - ------ ---------- 057o46'09" 295'32'17" N73042'05"W ---- ----- ------- -- N23'5249"W - -- N37'14'07"E 125.07' ­------------- 14.49' - ------ 64.00' C46 1&12' 15.00' 057'46'09" S81'38'57"E 14.49' C47 164.44' 225.00' 041'5224" N7342'05"W 160.80' C48 C49 23-56' 15.00' 60.12' 686.78' 090'00'00" 005'00'55" S49'38'17"E S82'07'04"W 21.21' 6010' C50 6.33' 5.00' 072'3233" S83°4752"W 5.92' 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. C64 61.05' 175.00' 019'59'16" N70'52'02"E 60.74' C65 23.70' 15.00' 090'3231" N15'36'08"E 21.31' C66 228,63' 125.00' 104*4745" N82'04'00"W 198.07' C67 19.52' 23.00' 048'3721" S55 32'46 "W 18.94' ------ - _- - -- ------- - - - ------------ -- C68 81.01' 225.00' 020'3749" N71'11'18"E 8058' C69 23.42' 15.00' 089'2729" N74-2352"W 21.11' C77 18.89' 23.00' 047'02'49" S23'05'25"W 18.36' C78 16.11' 60,00' 015'22*42" N38'55'28"E 16.06' C90 265.09' 350.00' 043'2346" S26*20'10"E 258.80' C91 112.08' 180.00' 035040'36" N26'3734"W 1- 10.28' C92 132.53' 250.00' 030°2224" S23-5828"E 130.98' C93 63.51' 50.00' 072'4656" N11'08'08"E 59,33' C94 56.39' 50.00' 064'37'03" N57'33'51'W 53.45' C107 76.96' 200.00' 022'02'55" N71'5351"E 76.49' C108 274.35' 150.00' 104'4745" N82'04'00"W 237.68' 1 C109 46.17' 1 200.00' 041'5224" N73'42'05"W 142.93' Clio 600,09' 686,78' 581.18' Cill 31.18' 603.70' 002-5734- S70-3628"E 31,18' C112 41.22' 656.93' 003'35'41 �S72'26'49"W 4121' C113 95.61' 290.00' 018'5323" S18'13'58"E---------1 95.18' C114 58.12' 290.00' 011°29'01- S33'25'10"E 58.03' C118 100.18' 535,00' 010'4344" S07'31'58"E 100.03' C119 38.52' 310.00' 007'07'08" S08'1 1'51 "E 38.497 -- --- ---- ---- C120 57.16' 165.00' 019'50'53" N70'47'50"E 56.87 - --- - - ---------- C121 111.43' 220.00' 029*01'11" N23'21'24"W 110.24' C122 5.24' 15,00' 020'00'47" S19*3944"E 5.21' 1 C123 4,96' 15.00' 018'5546" N39'08'00"W 4.93' C124 68.34' 235-00' 016'3941" S69 12'14 "W 68. 10' 18. 10' 15.00' 069'08'42" N38'47'01"W 17.02' C125 C126 1671' 465.00' 001-56'11" N05-10'46-W 15.71' THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEFS DUF FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL. BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT AP'LICAIiON. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS BEXAR COUNTY R.O.W. RIGHT OF WAY ESM7 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 CA.TV. CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT - - - - - - - - - - - - - - - - BUILDING SETBACK LINE 0 TxDOT DISC (POINT OF BEGINNING) ---7(;-HL1HE- - SIGHT DISTANCE EASEMENT OFIR FOUND 1/2" IRON ROD 0 100 200 SCALE: 1"=100' Curve Table Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST C127 22.22' 27.50' 046'18'10" 553'00'32"E 21.62' C128 30.71' 37.50' 046'5523" N52'41'56"W 29.86' C129 37.16' 37.50' 0564626" S573728"E 35.66' C130 18.42' 87.50' 012'03'39" N87'57'30"E 18.38' C131 8.01' 2621' 017'30'48" N72'5334"E 7.98' C132 14.10' 46.22' 017'2827" N72'5226"E 14,04' C133 22.63' 107.50' 012'03'39" N87'57'30"E 22.59' C134 56.98' 57.50' 0564626" S57'3728"E 54.67' C135 14.33' 17.50' 04605523" N52041'56"W 13,93' C136 38.39' 47.50' 046'18'10" S53'00'32"E 37.35' C137 20'33'49" S19'23'13"E 80.32' C138 107.13' 175.00' 35' 04'26" N12- 07'54"W 105.46' -- ------------- --------------- --- --------- - ---------- ------ -- L NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46 BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK I LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47 BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16: BLOCK 4 EASEMENT LOT 17, BLOCK 4 .................... LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ DRAINAGE EASEMENT ----------------------------------------- - - -] LOT 8, BLOCK 1 ELECTRIC, GAS, TELEPHONEI & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50, A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF F 10'BSL.- -1 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. AT -M. AND DULY L 20'BSL _I RECORDED THE DAY OF OF_, 20 A.D. AT K IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 19 E.G.T. & TV BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS -DAY OF-, A.D. 20 LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY .RHFFT A OF A Curve Table Curve# L LENGTH R RADIUS D DELTA C CHORD BRG C CHORD DIST C51 8 8.47' 1 15.00' 0 032'21'46" N N43'4458"W 8 8,36' C52 2 24.67' 4 45.00' 0 031'2446" N Nll'51'42"W 2 24.36' C53 5 53.74' 6 60.00' 0 051-18'50" S S21'4843"E 5 51.96' C55 6 6.33' 5 5.00, 0 072-3233" N N53°5121"E 5 5.92' C56 5 5.64' 5 5.00' 0 064'37'03" S S57'3351"E 5 5,34' C57 6 6.35' 5 5,00' 0 072'4656" S S11 '08'08"W 5 5.93' C58 2 20.88' 1 15.00' 0 0794535" S S05'3921"W 1 19.24 C60 1 11663' 2 220.00' 0 030'2224" S S23'5828"E 1 115.26' 1 C61 4 43.37' 6 60.00' 0 041'2439" S S59'52'00"E 4 42.43' C62 3 31.09' 6 60. 00' 0 029'41'03" N N654348"W 3 30.74' THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEFS DUF FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL. BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT AP'LICAIiON. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS BEXAR COUNTY R.O.W. RIGHT OF WAY ESM7 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 CA.TV. CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT - - - - - - - - - - - - - - - - BUILDING SETBACK LINE 0 TxDOT DISC (POINT OF BEGINNING) ---7(;-HL1HE- - SIGHT DISTANCE EASEMENT OFIR FOUND 1/2" IRON ROD 0 100 200 SCALE: 1"=100' Curve Table Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST C127 22.22' 27.50' 046'18'10" 553'00'32"E 21.62' C128 30.71' 37.50' 046'5523" N52'41'56"W 29.86' C129 37.16' 37.50' 0564626" S573728"E 35.66' C130 18.42' 87.50' 012'03'39" N87'57'30"E 18.38' C131 8.01' 2621' 017'30'48" N72'5334"E 7.98' C132 14.10' 46.22' 017'2827" N72'5226"E 14,04' C133 22.63' 107.50' 012'03'39" N87'57'30"E 22.59' C134 56.98' 57.50' 0564626" S57'3728"E 54.67' C135 14.33' 17.50' 04605523" N52041'56"W 13,93' C136 38.39' 47.50' 046'18'10" S53'00'32"E 37.35' C137 20'33'49" S19'23'13"E 80.32' C138 107.13' 175.00' 35' 04'26" N12- 07'54"W 105.46' -- ------------- --------------- --- --------- - ---------- ------ -- L NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46 BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK I LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47 BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16: BLOCK 4 EASEMENT LOT 17, BLOCK 4 .................... LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ DRAINAGE EASEMENT ----------------------------------------- - - -] LOT 8, BLOCK 1 ELECTRIC, GAS, TELEPHONEI & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50, A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF F 10'BSL.- -1 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. AT -M. AND DULY L 20'BSL _I RECORDED THE DAY OF OF_, 20 A.D. AT K IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 19 E.G.T. & TV BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS -DAY OF-, A.D. 20 LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY .RHFFT A OF A Curve Table Curve # LENGTH RADIUS DELTA CHORD BRG CHORD DIST C127 22.22' 27.50' 046'18'10" 553'00'32"E 21.62' C128 30.71' 37.50' 046'5523" N52'41'56"W 29.86' C129 37.16' 37.50' 0564626" S573728"E 35.66' C130 18.42' 87.50' 012'03'39" N87'57'30"E 18.38' C131 8.01' 2621' 017'30'48" N72'5334"E 7.98' C132 14.10' 46.22' 017'2827" N72'5226"E 14,04' C133 22.63' 107.50' 012'03'39" N87'57'30"E 22.59' C134 56.98' 57.50' 0564626" S57'3728"E 54.67' C135 14.33' 17.50' 04605523" N52041'56"W 13,93' C136 38.39' 47.50' 046'18'10" S53'00'32"E 37.35' C137 20'33'49" S19'23'13"E 80.32' C138 107.13' 175.00' 35' 04'26" N12- 07'54"W 105.46' -- ------------- --------------- --- --------- - ---------- ------ -- L NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46 BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK I LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47 BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16: BLOCK 4 EASEMENT LOT 17, BLOCK 4 .................... LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ DRAINAGE EASEMENT ----------------------------------------- - - -] LOT 8, BLOCK 1 ELECTRIC, GAS, TELEPHONEI & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50, A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF F 10'BSL.- -1 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. AT -M. AND DULY L 20'BSL _I RECORDED THE DAY OF OF_, 20 A.D. AT K IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 19 E.G.T. & TV BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS -DAY OF-, A.D. 20 LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY .RHFFT A OF A NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 46 BLOCK 3 LOT 1, BLOCK 5 LANDSCAPE LOTS LOT 37, BLOCK 1 LOT 1, BLOCK 6 LOT 38, BLOCK I LOT 19, BLOCK 7 LANDSCAPE LOTS / LOT 39, BLOCK 1 LOT 21, BLOCK 7 ELECTRIC, GAS, LOT 47 BLOCK 3 LOT 16, BLOCK 9 TELEPHONE & CABLE TV LOT 16: BLOCK 4 EASEMENT LOT 17, BLOCK 4 .................... LOT 11, BLOCK 4 PRIVATE PARKLAND LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ DRAINAGE EASEMENT ----------------------------------------- - - -] LOT 8, BLOCK 1 ELECTRIC, GAS, TELEPHONEI & CABLE TV EASEMENT 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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50, A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF F 10'BSL.- -1 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. AT -M. AND DULY L 20'BSL _I RECORDED THE DAY OF OF_, 20 A.D. AT K IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 19 E.G.T. & TV BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS -DAY OF-, A.D. 20 LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY .RHFFT A OF A 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 75 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.2534 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 11, BLOCK 4, 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE A 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE A 50, A 20.44 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 OF F 10'BSL.- -1 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. AT -M. AND DULY L 20'BSL _I RECORDED THE DAY OF OF_, 20 A.D. AT K IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 19 E.G.T. & TV BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS -DAY OF-, A.D. 20 LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY .RHFFT A OF A .RHFFT A OF A r TO: Planning and Zoning Commission 1 •�- CASE: PC2016 -012 The Crossvine, Module 1, Unit 4 Phase B — Final Plat SUBJECT: Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4 — Phase B, an approximately 20 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. N4 N4 V-11011111IN101 :11- IN Owner /Applicant: Pulte Homes of Texas, L.P. Project Engineer: Gregg Andrulis, Malone /Wheeler Inc. APPLICATION SUBMITTAL DATE: January 14, 2016 February 17, 2016 April 20, 2016 May 02, 2016 (Original Application) (Revised Submittal) (Revised Submittal) (Revised Submittal) BACKGROUND: A final plat for The Crossvine Module 1, Unit 4 was approved September 23, 2015 by the Planning and Zoning Commission. The property owner has since requested to split The Crossvine Module 1, Unit 4 into two phases for construction purposes. ITEM SUMMARY: The applicant is proposing to final plat Phase B, approximately 20 acres of land establishing 67 single family residential lots. All lots will be DSFR1 lots with a minimum size of 5,500 square feet as dictated by The Crossvine Subdivision PDD. .�� . Use Category Area Square Feet Width (ft.)_ Depth ft. DSFR 1 5,500 50 110 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). r GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located south of the intersection of Aranda Lane and Lower Seguin Road. 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 Curling Post and Canopy Bend which are being constructed with the Crossvine Module 1, Unit 4 Phase A. 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 /or heritage trees which will be removed. A tree survey has been reviewed by Parks and Community Services department. The tree survey identifies one (1) heritage tree and eight (8) protected trees for a total of 140 inches to be removed. The applicant has requested to plant trees to satisfy the required mitigation. Staff is currently working with the applicant on a mitigation plan which will be approved prior to the recording of the plat. PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine is proposing 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 which is currently under construction in Module 1, Unit 1. This unit includes construction of a small private park and extension of open space and trails. Additionally Green Grant will provide direct access to the west side of the City's parkland (Heritage Park). 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 and approved by the Public Works and Engineering Departments. 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 drainage plan has been reviewed and approved by the City Engineer. This subdivision is designed to drain to the south to an existing offsite detention pond. Sidewalks Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to several designated parks and open space. r 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 final 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 final plat, the Commission should consider the criteria within UDC, Section 21.12.10 D. Attachments: Aerial (Maps), Exhibit ENGINEER: MALONE *WHEELER �_ SINCE INC 1995 � 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: W 4603 HUEBNER RD BLD 40 ANAHTON70, TEXAS 78230 PHONE (270) 979 -8444 ENG /NEERS & SURVEY /NG FAx(270) 979 -6447 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 i OF -"\ \ /`, � f/ J 0, _.—. -------- r� 7 ,*lw6mk I� /1 AEV GE 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. SHEET 2 ------ +" �.a , SHEET 3 1 / SvN \VA / a 2. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. T AV � Ilffif 10' BSL i IF I i JI W t iC ink ii i I 20' BSL_ -a 10' E.G.T. & TV 50' LOT DIAGRAM LOT DESIGN GUIDELINE 3 SAO l�\ THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. AL.[ FEES DUE. FOR IMPACT TO THF. SYSTFM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY ffilk X\ / \ \ LOT & BLOCK NUMBERS LEGEND LOT 48, BLOCK 3 I LOT 49, BLOCK 3 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 14, BLOCK 8 & CABLE TV EASEMENT i PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW LOT 16, BLOCK 8 i I SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. i R. P. R.B. C. � REAL PROPERTY RECORDS LOT 9, BLOCK 8 BEXAR COUNTY 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM 1 R.O.W. RIGHT OF WAY ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH I j � LANDSCAPE LOTS /PUBLIC i AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT WASTEWATER 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 DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR P.U.E. PUBLIC UTILITY EASEMENT OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED ELEC ELECTRIC WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL HAVE THE RIGHT OF TEL TELEPHONE INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO CA.TV. CABLE TELEVISION REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF — PROPERTY LINE SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID - ADJACENT PROPERTY LINE DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY — CENTER LINE OF R.O.W. MAINTAINED BY PROPERTY OWNERS. EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED -- -- — — -- -- -- BUILDING SETBACK LINE SCALE FACTOR OF 1.00017. 0 200 400 Q TxDOT DISC (POINT OF BEGINNING) ___77_HTUNe SIGHT DISTANCE EASEMENT 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS SCALE: 1"=200' OO FIR FOUND 1/2" IRON ROD PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 ADDITIONAL NOTES: PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. 1. 1/2" DIAMETER IRON PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: SHEET 2 ------ +" �.a , SHEET 3 1 / SvN \VA / a 2. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. T AV � Ilffif 10' BSL i IF I i JI W t iC ink ii i I 20' BSL_ -a 10' E.G.T. & TV 50' LOT DIAGRAM LOT DESIGN GUIDELINE 3 SAO l�\ THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. AL.[ FEES DUE. FOR IMPACT TO THF. SYSTFM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY ffilk X\ / \ \ LOT & BLOCK NUMBERS COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 I LOT 49, BLOCK 3 LOT 50, BLOCK 3 LOT 20, BLOCK 7 LANDSCAPE LOTS / ELECTRIC, GAS, TELEPHONE LOT 14, BLOCK 8 & CABLE TV EASEMENT i LOT 15, BLOCK 8 LOT 16, BLOCK 8 i I LOT 35, BLOCK 3 i I PRIVATE PARKLAND ( I LOT 101, BLOCK 3 LOT 9, BLOCK 8 LANDSCAPE LOTS /PUBLIC LOT 15, BLOCK 9 ACCESS/ LOT 17, BLOCK 9 1 DRAINAGE EASEMENT i I j � LANDSCAPE LOTS /PUBLIC i LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT / 1----- -- -------- --- ---- DRAINAGE EASEMENT --- -- --------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 THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 67 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.6340 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE B 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE B A 20.25 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT AND A 6.005 ACRE TRACT OF LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 SHFFT 1 OF d ENGINEER: MALONE*WHEELER 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899-0601 FAX: (512) 899-0655 FIRM REGISTRATION NO. F-786 SURVEYOR: 1 W M603HUEBNERRD BID 40 S ANAIVTON10, TEXAS 78230 PHONE (210) 979-8444 ENGINEERS & SUR VE YING FA)r(210) 979-8441 FIRM 10122300 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 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210-581-8836 STATE OF TEXAS ,or � *11jRvA1*jm*lII 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 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, RE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEIWHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210-979-8444 FAX: 210-979-8441 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. 0 100 200 SCALE: 1"=100' AAOrOnl: 'p,o,vv MmEs) V — -------- -- - - SUNPOOL rH'o,ov, 'IARtEs) C134 L24 L25 ,- L26 RRE 130� 5'Z S867' A DS, l 37 Nso° 3 2 abs 6442' BLOCK ,135 �20 o 'o 30 LOT 10f `� 3 10 1 �l 7? 34 JCR P, 0 V11 \ A A,'' " 0138 LOT bb, BLOCK 1 C137 0—ER S­ MAST COMMUNITY INC VA —0— DALLAS, TX 2 '00 GAG 0 aE S of NBA .o I o % BLOCK 4 9 F, "P, � \ \ o \ °„ \N 4 vm _,A % s. 515 m \ ° 5 N vr % 56 0 Or 7 1 T, 4 \ MZ m E 5100 6 4 BLOCK 7 54 ab� o6 4 6 LOT 11 t 14'56'E 14412' 20 MATCH ' LINE SEE SHEET 3 J_ll so 14 21 t o 13 0 22 14 oc, RR M No a 6 ye c11 s °O cj THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOI 0 CREEK MUNICIPAL AUTHORITY (COMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL RE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 50' 10'BSL I F- --1 I b Lul IL _20'_BSL — - -- ------------- -- 10' E.G.T. &TV --- ------- — - - — -------- - ------- 50'LOT DIAGRAM NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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: F­ LOT & BLOCK NUMBERS LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 49, BLOCK 3 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 14 BLOCK 8 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 CA.TV. CABLE TELEVISION PROPERTY LINE I- ---- -- — ------------------------- — ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT — — — — — — — — — — — — — — — — BUILDING SETBACK LINE 0 TxDOT DISC (POINT OF BEGINNING) --- 7�ATLINE­ — SIGHT DISTANCE EASEMENT OFIR FOUND 1/2" IRON ROD 14 oc, RR M No a 6 ye c11 s °O cj THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOI 0 CREEK MUNICIPAL AUTHORITY (COMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL RE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 50' 10'BSL I F- --1 I b Lul IL _20'_BSL — - -- ------------- -- 10' E.G.T. &TV --- ------- — - - — -------- - ------- 50'LOT DIAGRAM NOTES 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW 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. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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: F­ LOT & BLOCK NUMBERS COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 LOT 49, BLOCK 3 LOT 50, BLOCK 3 LOT 20, BLOCK 7 LANDSCAPE LOTS / ELECTRIC, GAS, TELEPHONE LOT 14 BLOCK 8 & CABLE TV EASEMENT LOT IS: BLOCK 8 LOT 16, BLOCK 8 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 101, BLOCK 3 LOT 9, BLOCK 8 LANDSCAPE LOTS/PUBLIC LOT 15, BLOCK ACCESS/ LOT 17, BLOCK 9 DRAINAGE EASEMENT - ------------------------------------------------------------------- - - LANDSCAPE LOTS/PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT I I- ---- -- — ------------------------- — DRAINAGE EASEMENT ------- ­------- - - — -------- 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 67 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(l) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.6340 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3 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. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 PHASE B 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 FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE B A 20.25 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT AND A 6.005 ACRE TRACT OF LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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. AT —M. AND DULY RECORDED THE DAY OF OF_, 20 A.D. AT K 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 .RHFFT 2 OF A ENGINEER LMALONE*WHEELER j SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: > f6O3 HUEBNER RD BID 40 SANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENGINEERS & SURVEYING FA)r(210) 979 -8441 FIRM 10122300 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 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 Ly1IIII&RIE[iStl 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. VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO MATCH LINE SEE SHEET 2 FINES AND WITHHOLDING OF UTILITIES AND PERMITS. LOT 17 N86- 14.56 ^E 144.12' - 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE I � N87'3 '37E 12].27' U 0 � BLOCK 0 10'EG.T &TV. ESMT- ° e o ~ t0 9 6^ IFLANDSCAPE&DRAi GE 0' A° / LS � LOT 60, BL K �h BLOCK , � BOO 3 -78) S 6 10 ^ OWNER' BED ON ASTER COMMUA PO 700128, DALLAS, TX >� A,O P aa2.A>° A Co n m s sp= so° \FSS\ 4 C, z �>v raysA_ R6N Gs� \ / 12 15 0 2 Cam\ 13 St 68P, Ha 95 h46\ 57 1' Sy' 5 O ,S \ ' \ PP \ 1 S81 °4523 "N 5 sg, \>� G71 ° A, \ so d N 25 2.16. 1 BI_OGK \ ° >� >� °/ caz E 69.53_ A�QO�� 6 0 r 27 �� - \� A9 . 9'���1 Q. a '>9.9y. 4�+ -� d' �ACZ�o �q4, '�''R. z ioj `L' P" °Aye ^ °s \2 ?- ��� m 2 26 0 7,, 41 5 E > / t as 9 ^2 y °k 31 h `sF A5 34 30 a A9°� h 29 ti$ 16 3�C � 30 \ 5 FIR 95' BLOCK 35� 3 5 sP, 5 >o sh 2' sa sr , '+0- 9 �7 PRNAT PARK ND / , s °w 53. Lortor 15° 93 LorsS BLOCK 6 (0-83AC) / od -- - AOGE'SS EASBOB11 61 65� S ! N65 r R 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. GREGORY J. ANDRULIS, BE 50' REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 10' BSL 7500 RIALTO BLVD, BLDG 1, SUITE 240 — — — AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS U) O ED m COUNTY OF BEXAR — Eni IEn 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 L _ 20' BSL _1 10' E.G.T. & TV 50' LOT DIAGRAM TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KEW SURVEYING, LLC SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 LOT DESIGN G U I D E L I N E FAX: 210 - 979 -8441 \ \mN BLOCK / 9 N v i cy Ka�S hh 2A \ �2DQ' NF'S t c�`$� S qe . ., t ... z� \aa9, 7 z. 4ca s , s2 2F H ki s s. ALA BLOCK 4 IS O- _ d 9 BLOCK e i Q g ^q5 14 N� W Q m S� 12 N /Sgt E t& d / wpm 0 5n-�` 5a °E 00 V Io �t i' 31 0K" io 11162 / IO 45 b: N59 My k95gN 55/ °gym BLOCK 37 cas 259 / 16 e5`' y AA G!-00 5�'1'/ °�� �� 2 Eu 1,, 43 5`12 1ta� hao`' 2siT 15� "`% qp 59 e > , Na 4t �� eAp5 .16 �,.. .... N 3 a6 s 26 - � N EX19T 14'GAS. ELEG, 5a \ m 5 , ANFASEA —T y9 BLOCK 1 9b '✓ fY�"" 11515253) jF �✓ E FIR E SETBACK LINE 08)5/6253) THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CAL..CULATED AT SUBMITTAL OF BUIL...DING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 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: 7 LOT & BLOCK NUMBERS LEGEND LOT 48, BLOCK 3 LOT 49, BLOCK 3 NOTES: B.C.D.P.R. BEXAR COUNTY DEED AND LOT 20, BLOCK 7 ELECTRIC, GAS, TELEPHONE I PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW LOT 15, BLOCK 8 SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS � I PRIVATE PARKLAND ( I LOT 101, BLOCK 3 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 LOT 17, BLOCK 9 DRAINAGE EASEMENT i AMERICAN DATUM (NAD) OF 1983. ESM'T EASEMENT ACCESS/ I 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 CROSS - SECTIONS E.G.T. & TV ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED I ELEC ELECTRIC WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL HAVE THE RIGHT OF j TEL TELEPHONE INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO CA.TV. CABLE TELEVISION REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF — — PROPERTY LINE SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID ADJACENT PROPERTY LINE DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY CENTER LINE OF R.O.W. MAINTAINED BY PROPERTY OWNERS. EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED BUILDING SETBACK LINE SCALE FACTOR OF 1.00017. 0 100 200 0 TxDOT DISC (POINT OF BEGINNING) �ruNE SIGHT DISTANCE EASEMENT 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295E, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS SCALE: 1"=100' OO FIR FOUND 1/2" IRON ROD PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN 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 MATCH LINE SEE SHEET 2 FINES AND WITHHOLDING OF UTILITIES AND PERMITS. LOT 17 N86- 14.56 ^E 144.12' - 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE I � N87'3 '37E 12].27' U 0 � BLOCK 0 10'EG.T &TV. ESMT- ° e o ~ t0 9 6^ IFLANDSCAPE&DRAi GE 0' A° / LS � LOT 60, BL K �h BLOCK , � BOO 3 -78) S 6 10 ^ OWNER' BED ON ASTER COMMUA PO 700128, DALLAS, TX >� A,O P aa2.A>° A Co n m s sp= so° \FSS\ 4 C, z �>v raysA_ R6N Gs� \ / 12 15 0 2 Cam\ 13 St 68P, Ha 95 h46\ 57 1' Sy' 5 O ,S \ ' \ PP \ 1 S81 °4523 "N 5 sg, \>� G71 ° A, \ so d N 25 2.16. 1 BI_OGK \ ° >� >� °/ caz E 69.53_ A�QO�� 6 0 r 27 �� - \� A9 . 9'���1 Q. a '>9.9y. 4�+ -� d' �ACZ�o �q4, '�''R. z ioj `L' P" °Aye ^ °s \2 ?- ��� m 2 26 0 7,, 41 5 E > / t as 9 ^2 y °k 31 h `sF A5 34 30 a A9°� h 29 ti$ 16 3�C � 30 \ 5 FIR 95' BLOCK 35� 3 5 sP, 5 >o sh 2' sa sr , '+0- 9 �7 PRNAT PARK ND / , s °w 53. Lortor 15° 93 LorsS BLOCK 6 (0-83AC) / od -- - AOGE'SS EASBOB11 61 65� S ! N65 r R 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. GREGORY J. ANDRULIS, BE 50' REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 10' BSL 7500 RIALTO BLVD, BLDG 1, SUITE 240 — — — AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS U) O ED m COUNTY OF BEXAR — Eni IEn 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 L _ 20' BSL _1 10' E.G.T. & TV 50' LOT DIAGRAM TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KEW SURVEYING, LLC SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 LOT DESIGN G U I D E L I N E FAX: 210 - 979 -8441 \ \mN BLOCK / 9 N v i cy Ka�S hh 2A \ �2DQ' NF'S t c�`$� S qe . ., t ... z� \aa9, 7 z. 4ca s , s2 2F H ki s s. ALA BLOCK 4 IS O- _ d 9 BLOCK e i Q g ^q5 14 N� W Q m S� 12 N /Sgt E t& d / wpm 0 5n-�` 5a °E 00 V Io �t i' 31 0K" io 11162 / IO 45 b: N59 My k95gN 55/ °gym BLOCK 37 cas 259 / 16 e5`' y AA G!-00 5�'1'/ °�� �� 2 Eu 1,, 43 5`12 1ta� hao`' 2siT 15� "`% qp 59 e > , Na 4t �� eAp5 .16 �,.. .... N 3 a6 s 26 - � N EX19T 14'GAS. ELEG, 5a \ m 5 , ANFASEA —T y9 BLOCK 1 9b '✓ fY�"" 11515253) jF �✓ E FIR E SETBACK LINE 08)5/6253) THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CAL..CULATED AT SUBMITTAL OF BUIL...DING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 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: 7 LOT & BLOCK NUMBERS COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 LOT 49, BLOCK 3 LOT 50, BLOCK 3 1 LANDSCAPE LOTS / LOT 20, BLOCK 7 ELECTRIC, GAS, TELEPHONE I LOT 14, BLOCK 8 ( & CABLE TV EASEMENT LOT 15, BLOCK 8 LOT 16, BLOCK 8 LOT 35, BLOCK 3 ( ( � I PRIVATE PARKLAND ( I LOT 101, BLOCK 3 j LOT 9, BLOCK 8 LANDSCAPE LOTS /PUBLIC LOT 15, BLOCK 9 ACCESS/ LOT 17, BLOCK 9 DRAINAGE EASEMENT i ----------------------------------------- -- LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ I WASTEWATER EASEMENT / -------- --------- --- ---- 1 DRAINAGE EASEMENT ------ -- —._._...--------' 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 67 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.6340 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3 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. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE B 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. AS, DATED THIS DAY OF A.D. 20 BY: CHAIRPERSON BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 PHASE B A 20.25 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT AND A 6.005 ACRE TRACT OF LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN VOLUME 17492 PAGE 347 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 SHFFT 3 nF A )LP IR o,aa LEGEND NOTES: BAS E -- _- � B.C. D.P. R. BEXAR COUNTY DEED AND screRrz clry `M�t PLAT RECORDS 1. A 1/2" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. R.P.R.B.C. REAL PROPERTY RECORDS oS�P 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 P aP °F AMERICAN DATUM (NAD) OF 1983. 1518 1 ESM'T EASEMENT 9� 1, NN.A.E. NON - VEHICULAR ACCESS ESM'T 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT r SITE 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 CROSS - SECTIONS E.G.T. & N ELECTRIC, GAS, TELEPHONE & CABLE TV EASEMENT OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE ELEC ELECTRIC CITY TEL TELEPHONE INGRESS SCHERTZ AND EGRESS O OVER GRANTORS ADJACENT PROPERTY TO i / CA.TV. CABLE TELEVISION REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR sP�c" PROPERTY LINE IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID ADJACENT PROPERTY LINE DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY CENTER LINE OF R.O.W. MAINTAINED BY PROPERTY OWNERS. EASEMENT 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED 190 SCALE FACTOR OF 1.00017. U// BUILDING SETBACK LINE Q TxDOT DISC (POINT OF BEGINNING) -------- - - - - -- ------ 7CRTLINE -- - - - - -- ----------- SIGHT DISTANCE EASEMENT 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS FERGUSON MAP GRID: 555 -A7 OO FIR FOUND 1/2" IRON ROD PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR LOCATION MAP FLOODPLAIN. 6. 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 0 100 200 FINES AND WITHHOLDING OF UTILITIES AND PERMITS. SCALE: 1"=100' 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE ENGINEER: EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. MALON E * WHEELER COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: �_ SINCE INC 1995 � 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: W 4fiO3HUEBNER RD BLD 40 ANANTON10, TEXAS 78230 PHONE (210) 979 -8444 ENG /NEERS & SURVEY /NG FAX(210) 979 -8441 FIRM 10122300 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: PULTE HOMES OF TEXAS, L.P. C/O CHARLES MARSH 1718 DRY CREEK WAY, SUITE 120 SAN ANTONIO, TX 78232 PHONE: 210 -581 -8836 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. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 Line Table LINE # LENGTH DIRECTION L9 5.05 N04 °12'40 "W 1 L15 27.80 S27 °44'17"E 1 I L 66 20.04 S73 °57 63 L18 L19 52.26 8.89 N23 °4635 "W 1 S30 °4952 "E L23 159.26 N67 °04'05 "E L24 50.00 N85 °47'20 "E 1 L25 rL26 9.98 5.09 N85 °3545 E 1 SO4 °24'15 E j L27 45.04 N60 °5224 "E L28 50.01 N61 °11'54 "E 1 L29 110.42 N60 °5224 "E 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. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CiBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEFS DUF FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL. BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 Curve Table LOT 49, BLOCK 3 ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY Curve # 1 LENGTH RADIUS DELTA CHORD BRG CHORD DIST C26 102.13' 65.00' 090 °0121" S75 °10'15 "E 91.94' C27 C28 9770' 118.21' 65.00' 205.00' 086 °06'57" 033 °02'20" N16 °4536 "E N48 °21'02 "W 88.76' 116.58' C29 95.18' ( 155.00' ( 035 °10'53" S47 °16'45 "E 93.69' C30 94.74' 175.00' 031 °01'07" N45 °11`52 "W 93.59' C31 C32 21.05' 193.69' 15.00' 225.00' 080 °24'21" 049 °19'25" S20 °3253'E N05 °00'25 "W 19.36' 187.77' C70 188.12' 175.00' ( 061 °3526" N01 °0736 "E ( 179.19' C71 23.56' 15.00' 090 °00'00" N76 °55'19 "E 21.21' 1372 150.57' 475.00' 018 °09'43" S48 °59'50 "E 149.94' C73 C74 27.74' 202.41' 15.00' 60.00' 105 °57'44" 193 °17'04" S13 °03'54 "W N30 °3546 "W 23.95' 119.19' C75 j 27.74' 15.00' 105 °5744" S74 °15'26 "E 1 23.95' C76 141.47' 475.00' 017 °03'53" S12 °44'37 "E 140.95' C79 C80 22.87' 67.67' 15.00' 25.00' 087 °22'16" 031'01'07" S75 °36'27 "W N45 °11'52 "W 20.72' 66.85' C81 125.88' ( 205.00' 035 °10'53" S47 °16'45 "E 123.91' C82 14.72' 155.00' 035 °00'44" N47 °21'50 "W 93.25' C83 C84 2348' 23.57' 15.00 15.00' 089 °40'32" 090 °0121" N14 °58'49 "E S75 °10'15 "E 21.15' 21.22' C85 ( 49.48' ( 205.00' j 013 °4947" N37 °0428 "W ( 49.36' C86 47.64' 155.00' 017 °3634" N35 °11'04 "W 47.45' C87 C88 71.74' 30.61' 185 00' _ 185.00' 022013'10" 009 28'44" N37-2922w N53 °20'19 "W - 71_30' 30.57' THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CiBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEFS DUF FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL. BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 7 LOT & BLOCK NUMBERS COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 Curve Table LOT 49, BLOCK 3 ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY Curve # 1 LENGTH RADIUS DELTA CHORD BRG CHORD DIST C89 23.56' 15.00' 090 °00'00" S13 °04'41 "E 21.21' C95 C96 231.36' 238,72' 500.00' 500.00' 026 °30'43" 027 °21'18" S17 2802 "E S44 °24'02 "E 229.30' 23646' C97 88.52' 1 160.00' 1 031'41'55- N42 °1344 "W j 87.39' C98 55.32' 1$0.00' 017 °36'34" S35 °11'04 "E 55.10' C99 C100 43.45' 62.85' 180.00'­013'4947" 40.00' 090 °0121" N37 04 28 W S75 °10'15 "E 43.34' 56.58' C101 1 70.43' j 45.00' 1 089 °40'32" N14 °58'49 "E j 6346' C102 109.99' 180.00' 035 °00'44" N47 °21'50 "W 108.29' C103 110.53' 180.00' 035 °10'53" S47 °16'45 "E 108.80' C104 C105 81.21' 906' 150.00' 200.00' 031'01'07" 002 °40'52" N45 1152'W N30 °3453 "E 80.22' 9.36' C106 205.63' ( 200.00' j 058 °5435" N00 °12'50 "W 196.69' C115 202.25' 160.00' 072 °25'30" N13 °18'06 "E 189.05' C116 C117 24020' 107.18' 190.00' 535.00' 072 °26'04" 011'2843" N131726 "E S18 °38'11 "E 224.52' 107.00' C122 102.50' 235.00' 1 024 °5922" N10 °3421 "E 101.68' C133 100.18' 535.00' 010 °4344" N07 °31'58 "W 100.03' C134 C135 18.10' 15.71' 15.00' 465.00' 069 °08'42" 001 °56'11" S384701 "E S05 °10'46 "E 17.02' 15.71' C136 ( 68.34' ( 235.00' j 016 °3941" N69 °12'14 "E ( 68.10' C137 4.96' 15.00' 018 °5546" S39 °08'00 "E 4.93' C138 5.24' 15.00' 020 °00'47" N19 °3944 "W 5.21' 7 LOT & BLOCK NUMBERS COMMON AREA LOT ALLOWABLE USE LOT 48, BLOCK 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND LOT 49, BLOCK 3 ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY LOT 50, BLOCK 3 1 LANDSCAPE LOTS / LOT 20, BLOCK 7 ELECTRIC, GAS, TELEPHONE I LOT 14, BLOCK 8 ( & CABLE TV EASEMENT LOT 15, BLOCK 8 CHAIRPERSON LOT 16, BLOCK 8 I I LOT 35, BLOCK 3 I PRIVATE PARKLAND � LOT 101, BLOCK 3 j LOT 9, BLOCK 8 LANDSCAPE LOTS /PUBLIC LOT 15, BLOCK 9 ACCESS/ LOT 17, BLOCK 9 DRAINAGE EASEMENT i 50' LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS / 1 O' BSL WASTEWATER EASEMENT / - - - - - ----------------- - - - -- - - - DRAINAGE EASEMENT 1 - - - - - - - _ - 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 67 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.6340 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3 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. STATE OF TEXAS COUNTY OF BEXAR: THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 PHASE B SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND 2O' BSL ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY _ -J APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 10' E.G.T. & TV BY: 50' LOT DIAGRAM CHAIRPERSON BY: SECRETARY LOT DESIGN FINAL SUBDIVISION PLAT OF GUIDELINE THE CROSSVINE MODULE 1, UNIT 4 PHASE B 50' A 20.25 ACRES TRACT OF LAND, OUT OF THE JERONIMO LEAL SURVEY NO. 79, ABSTRACT NO. 424, COUNTY BLOCK 5058, AND BEING OUT OF A 34.719 ACRE TRACT AND A 6.005 ACRE TRACT OF LAND AS CONVEYED TO PULTE HOMES OF TEXAS, L.P., OF RECORD IN 1 O' BSL VOLUME 17492 PAGE 347 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: SHFFT d nF d I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE 2O' BSL ON THE DAY OF ­20 A.D. AT _M. AND DULY _ -J RECORDED THE DAY OF OF , 20 A.D. AT R IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 10' E.G.T. & TV BOOK / VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: DEPUTY SHFFT d nF d • TO: Planning and Zoning Commission CASE: PC2016 -001 Homestead Subdivision Unit 1A SUBJECT: Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit 1A, an approximately 48 acre tract of land situated in the J. F. Zapeda Survey No. 257, Abstract 471, and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Comal County and Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of IH -35 North and Schwab Road. GENERAL INFORMATION: Owner/ Applicant: ILF N -T Owner, LP, Jesse Baker Project Engineer: KFW Engineering & Surveying, George Weron, P.E. APPLICATION SUBMITTAL DATE: January 11, 2016 (Original Application) April 5, 2016 (Revised Submittal) May 2, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 48 acres of land which includes right - of -way, landscape buffers, easements, open space /drainage and one (1) buildable lot which is identified as the amenity center on the Master Development Plan. The site is zoned Planned Development District (PDD). This final plat was reviewed using the PDD design standards from Ordinance 14 -S -29 and the current UDC, Ordinance 11 -S -15 as amended. The preliminary plat was approved by the Planning and Zoning Commission on December 16, 2015, GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is generally located on IH -35 North approximately 2,000 feet west of the intersection of IH -35 North and Schwab Road. ACCESS AND CIRCULATION: The main access for the Homestead Subdivision is provided via an internal spine road which will bisect the property and run north /south from IH -35 to Green Valley Road. The internal collector will be a variable width right -of -way (ROW) with various stubs to provide access to 5 neighborhood pods as well as the amenity center and school site. No residential lots are being plated with this unit. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with the 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 or heritage trees which will be removed. A tree preservation plan has been provided and the applicant is requesting to plant tree to satisfy the mitigation requirements. Staff is working with the applicant on a mitigation plan which will be in place prior to the recording of the final plat. PARKS: An approximately 15 acre public park with improvements is being proposed with this subdivisions as well as approximately 56 acres of private open space. There are approximately 37 acres of private open space identified on this plat. The overall recreation and open space master plan was reviewed by the Parks and Recreation Advisory Board and approved as part of the PDD Ordinance 14 -S -29. The open space and parkland amenities will include both passive and active areas, as well as pathway and hike and bike trails which will provide links between the city park, open spaces, neighborhoods and the SCUCISD school site. Open space and park improvements will include such amenities as playscapes, sports courts, playing fields, pavilions, picnic tables, and natural water features. No parkland is being dedicated with this plat. The applicant is working with staff on a Community Facility Agreement related to the dedication and improvements of the public parkland. This agreement must be executed prior to the recording of the first plat in the subdivision. PUBIC SERVICES: The site is serviced by Schertz water and sewer, NBU, GVEC, AT &T, Time Warner Cable, and Center Point Energy. 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 community facilities agreement. The civil construction plans have been reviewed and approved by the Public Works and Engineering Departments. Water and Sewer: The site will be serviced through 8" and 12" water lines and 8" and 12" 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 drainage report has been reviewed and approved by the City Engineer. This site will provide onsite detention. Sidewalks Hike and Bike Trails: A five foot sidewalk will be constructed along the east side of Homestead Parkway and an eight foot sidewalk will be constructed along the west side of Homestead Parkway (school site and public park side). All sidewalks will be designed to meet City of Schertz Specifications. Additional Design Criteria: The property is affected by the PDD additional design requirements. Landscape buffers and fencing are required along the internal collector Homestead Parkway. The landscape buffers must be a minimum of twenty feet (20') wide along both sides of Homestead and trees must be planted at a rate of one (1) tree per twenty five (25) linear feet of street frontage. Additionally, a six foot (6') masonry fence or wood fence with masonry columns is required to be constructed along both sides of Homestead Parkway. Landscape buffer lots have been provided along both sides of Homestead Parkway with this final plat. Road Improvements: All streets will be developed to City of Schertz specifications. Construction plans for all public improvements have been submitted for review and was approved by Public Works and Engineering. A roadway island is being proposed with this final plat. All islands in the street must be approved by the Transportation Safety Advisory Commission (TSAC). The proposed island was approved by TSAC at the January 7, 2016 meeting. iN STAFF ANALYSIS AND RECOMMENDATION: The final plat is consistent with applicable requirements, ordinances and regulations for the property. Unit 1A consists of the internal spine road which will provide access to 5 residential pods in the subdivision and includes the required landscape buffer lots. Staff and the developer have worked closely to define a street cross section and landscape buffer that accommodated the required sidewalks and landscaping to ensure no conflict with proposed easements. 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 Map Exhibit Date: Apr 29, 2016, 4:22pm User ID: jlei DRAWN BY. LM File: P:I392I011021001DesigniCiviliPlatIFINAL PL392010200 ENTRY.dwg M 0 jv 1 I NOTES: TXDOT LEGEND 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE F.1,R. = FOUND !12" IRON ROD DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT OF WAY THE M \ 05 5 SHOWN ON THIS PLAT NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS-SECTIONS OF THE DRAINAGE EASEMENTS, AS DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACKANDIOR SOUND ABATEMENT S.I.R. = SETY2'IRON ROD WITH BLUE MEASURES FOR FUTURE NOISE MITIGATION. "KFW I*V IL, APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF CAP STAMPED SURVEYING" ........... 5HAE-ET71,1 PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND 2, MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED R.O.W. = RIGHT-OF-WAY ITE EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING ENGINEERS + SURVEYING AS DIRECTED BY "ACCESS MANAGEMENT MANUAL" THIS PROPERTY IS ELIGIBLE FOR A LI>IW T = EASEMENT 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND MAXIMUM COMBINED TOTAL OF ONE ACCESS POINT ALONG IH 35, BASED ON THE OVERALL TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE T-4 PLATTED HIGHWAY FRONTAGE OF 947.70'. O.P.R. = OFFICIAL PUBLIC RECORDS Phone #: (210) 979-8444 - Fax #: (210) 979-8441 EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE TBPE Firm #: 9513 • TBPLS Firrn* 10122300 G.E.T.TV.E= GAS, ELECTRIC, TELEPHONE, CABLE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 3. OWNER /DEVELOPER IS RESPONSIBLE FOR PREVENTING ANYADVERSE IMPACT TO THE EXISTING DRAINAGE SYSTEM WITHIN THE HIGHWAY RIGHT-OF-WAY. TV, EASEMENT 5HEET— Z SELLING PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF V.N.A.E. = VEHICULAR NON ACCESS EASEMENT 1,591 V G CITY ORDINANCE AND STATE LAW IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 4. IF SIDEWALKS ARE REQUIRED BYAPPROPRIATE CITY ORDINANCE, A SIDEWALK PERMIT MUST BE APPROVED BY TXDOT, PRIOR TO CONSTRUCTION WITHIN STATE RIGHT-OF-WAY, ®= TXDOT TYPE 11 MONUMENT LOCATIONS OF SIDEWALKS WITHIN STATE RIGHT-OF-WAY SHALL BE AS DIRECTED BY TXDOT. SCALE: >" 100' T�43 3. THE MAINTENANCE ON ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, NffU. = NEW BRAUNFELS UTILITIES DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ TO 5. ANY TRAFFIC CONTROL MEASURES (LEFT-TURN LANE, RIGHT-TURN LANE, SIGNAL, ETC.) FOR G.V.EC. = GUADALUPE VALLEY ELECTRIC ANYACCESS FRONTING A STATE MAINTAINED ROADWAY SHALL BE THE RESPONSIBILITY OF 67 -7 COOPERATIVE 01 50' 100, 150' MAPSCO PAGE: 488 D6, INCLUDE BUT NOT LIMITED TO LOTS 903 BLK 35, LOT 900 BLK 36, LOT 900 BLK 33, THE DEVELOPER/OWNER. P.O.B. = POINT OF BEGINNING 200' SHEET INDEX N.T.S. LOT 904 BLK 37, LOT 901 BLK 34, LOT 901 BLK 38, LOT 900 BLK 12, LOT 900 BLK 1, ORIGINAL SURVEY LINE 2 16' SANITARY SEWER EASEMENT LOT 900 BLK 3,LOT 900 BLK 14, LOT 902 BLK 14, LOT 900 BLK 4, LOT 900 BLK 6, LOT 6. THE UNDERSIGNED PROPERTY OWNERS ACKNOWLEDGE THAT THE 5 FOOT ROW (DOC. #_) L OCA TION MAP SEE�SSHEET 8 OF FL 8 FOR 900 BLK 39, LOT 900 BLK 8, LOT 902 BLK 14 AND LOT 902 BLK 9. 1' NON VEHICULAR ACCESS EASEMENT DEDICATION TO TXDOT IS TO PROVIDE AN ADDITIONAL WIDTH OF ROW TO 50' DRAINAGE EASEMENT TO EXPIRE N.T.S. LINE AND CURVE TABLES ACCOMODATE THE RIGHT TURN LANE THAT WILL BE DESIGNED AND VARIABLE WIDTH LANDSCAPE BUFFER AND <�3> UPON INCORPORATION INTO PLATTED GVEC NOTES: CONSTRUCTED AT THE OWNER/DEVELOPER'S EXPENSE, AT THE TIME THAT PEDESTRIAN ACCESS EASEMENT (15.50' MAX) STREET (DOC. #_) 1. GVEC TO HAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD 4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP PANEL 90 OF 480, HOMESTEAD PARKWAY IS PERMITTED. KEY NOTES VARIABLE WIDTH LANDSCAPE BUFFER AND PEDESTRIAN ACCESS EASEMENT (19.50 'MAX) 43x60'R.O. W DEDICATION TO THE CITY OF 41 CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. SEE PLATTING NOTES ON PAGE I OF 8 COMMUNITY PANEL NO. 48187C0090F, AND PANEL 230 OF 480, COMMUNITY PANEL NO. 48187CO230F, BOTH DATED NOVEMBER 2, 2007 AND MAP PANEL 440 OF 505, SURVEYOR NOTES: SCHERTZ# (0.069 AC.) 15' ELECTRIC, GAS, TELEPHONE, VARIABLE WIDTH LANDSCAPE BUFFER ✓ (D COMMUNITY PANEL NO. 48091CO440F, DATED SEPTEMBER 2, 2009� THE SUBJECT 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC & CABLE T.V. EASEMENT AND PEDESTRIAN ACCESS EASEMENT SOLMS WATER SUPPLY CORPORATION 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE PROPERTY IS NOT WITHIN THE 100-YR FLOODPLAIN. VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT (VOL. 139, PG 249) CAP STAMPED "KFW SURVEYING" SETATALL 16'SANITARY SEWER EASEMENT (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD EASEMENT CORNERS UNLESS NOTED OTHERWISE. 20'SANITARY SEWER AND CHANNEL EASEMENT (VOL. 100, PG 211 WATEREASEMENT 10' PRIVATE DRAINAGE EASEMENT AND UNDERGROUND UTILITIES. 5. THIS PLAT CONSISTS OF I BUILDABLE LOT. 2. 'SANITARY SEWER AND EARINGS ARE BASED ON THE STATE PLANE 5'RIGHT-OF-WA Y DEDICA TION VARIABLE WIDTH CLEAR VISION EASEMENT <7> 6. LOT 900 BLK 36, LOT 900 BLK 33, LOT 901 BLK 38, LOT 901 BLK 34 AND LOT 904 BLK WATER YSTEM ESTABLISHED FOR THE TO TXDOT (0.04 ACRES). 20'PRIVA PRIVATE DRAINAGE EASEMENT EASEMENT (DOC. # COORDINATES THIS SUBDIVISION PLAT OF HOMESTEAD UNIT IA SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC 37 WITHIN THE CLEAR VISION EASEMENTS ESTABLISHED ON THIS PLAT MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, TEXAS SOUTH CENTRAL ZONE, NORTH /7\ 20' ELECTRIC, GAS, TELEPHONE, AMERICAN DATUM (HAD) OF 1983, VJ & CABLE T.V. EASEMENT VARIABLE WIDTH LANDSCAPE BUFFER, 20' LANDSCAPE BUFFER (DOC.#_) COOPERATIVE, INC. FOR EASEMENTS. PRIVATE DRAINAGE EASEMENT & WALLS,FENCES,AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET 6 10'ELECTRIC, GAS, TELEPHONE, PEDESTRIAN ACCESS EASEMENT 20' ELECTRIC, GAS TELEPHONE, & CABLE 3. THE COORDINATES SHOWN HEREON ARE GRID (D T.V. EASEMENT #_) AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN JI & CABLE T. V. EASEMENT (DOC. WITH A COMBINED SCALE FACTOR OF 1.0001567.0 VARIABLE WIDTH ELECTRIC, GAS, 0 16'W4 TER EASEMENT AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. ASSOCIATION OF STATE HIGHWAYAND TRANSPORTATION OFFICIALS (AASHTO) 30'PRIVATE DRAINAGE & GRADING TELEPHONE, & CABLE T.V. EASEMENT 4>0 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS. XINATEREASEMENT EASEMENT (DOC. #_) 0 4. THE ELEVATIONS FOR THIS SURVEY ARE BASEDI—.\ 20'x 20' ELECTRIC, GAS, TELEPHONE, VJ 20' GRADING & PRIVATE DRAINAGE N.B.U. NOTES: 7. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOT. ON NAVD88 (GEOID03. & CABLE T. V. EASEMENT �,�-> 100' TRANSMISSION LINE EASEMENT *> UATCHLINE "F" Cq) VARIABLE WIDTH LANDSCAPE BUFFER AND / (DOC.9906021806) EASEMENT (DOC. #_) MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE L11 SEE SHEET 6 OF 8 PEDESTRIAN ACCESS EASEMENT (31' MAX) J. F. ZEPEDA SURVEY NO. 257 PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING OEM EMM LOT 900 LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT 9�6092AC� 43.524 AC. BLOCK 33 ABSTRACT 685 WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS BY THE EASEMENT TO NEW BRAUNFELS OWNER- OWNER- MFP REALTY, LP LOT 901 MFP REALTY, LP (1. 19 ACRES) GRANTED BLOCK 34 7 755 E MULBERRY AVE. STE. 600 (LANDSCAPE) P5 UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE 755 E, MULBERRYAVE. STE. 600 (0.44 ACRES) PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. SAN ANTONIO, TX 78212 SAN ANTONIO, TX 78212 13 (LANDSCAPE) THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IT. (DOC, 201406044146) (DOC, # 201406044146) O J, F. ZEPEDA SURVEY NO, 257 S:E • UTILITIES WILL POSSESS A 5-FOOT WIDE SERVICE EASEMENT TO THE ABSTRACT 685 Nq C3 C4 C, DETAI -N era Z4 ====­— — SHE 7 DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS /7\ 6 t EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND u, EE C46 GAB** S23'03,43,E SERVICE i� w DETAIL-T C45 10525' • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT R Q u� LOT 900 C2 SHEET BLOCK 33 E / LOT SE YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED C84 BLOC 37 DETAIL-M- C9 AREA. (1.19 ACRES) C56 4692, lV74-2.9v, SHEET • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS ,\i U- (LANDSCAPE) 7 L72 C;ro Z, DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. SEE cb C32 • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE ±30 STEAD DETAIL-A x- 0?0)6-. 1. /16, SEE SHEET EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS ±150 C97 NOME DETAIL-L If C'v UTILITIES. U) THIS SHEET C31 EE • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR ly § -- / C64 DE7 <1 r — — — — SHEET7 r IRRIGATION LINES PLACED IN LANDSCAPE EASEMENTIUTILITYEASEMENT. C89 0 -- SEE C16. \�l I :,;?� :!� (0 66 W .5u., C78 DETAIL-K Cyl 41-40 3.217-----__� THIS SHEET �A Ij LOT 900 BLOCK 36 THIS PLAT OF THE HOMESTEAD UNIT IA HAS BEEN C86 N60*57'02"W 36.81' < SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES Lo 901 BLOCK 38 LOT 900 29 Gjv ON THE DAY OF 20 Llj M 8,2 74 AC„ _LOT L — — — — — — — BLOCK 36 Rff ­.- BY: NEW BRAUNFELS UTILITIES .;:c C) LOT 903 BLOCK 35 OWNER.- DETAIL (Z 51 ACRE 3 A (LANDSCAPE) N (0.06 ACRES) z Lu MFP REALTY, LP S 0 901 12 EE LOT 961, — — — — — — — — LU --j (LANDSCAPE) co �0 DETAIL-i DETAIL-B BLOCK 38 I STATE OF MASSACHUSETTS ,-- —< L OT 900 755E MULBERRY AVE. U THIS SHEET THIS SHEET ­11 C8j--,---j-39 47' (0.53 ACRES) -N24°08'19"E COUNTY OF SUFFOLK cy, BLOCK 36 STE, 600 7/ 39.02' J.F. ZEPEDA SURVEY NO. 257 (LANDSCAPE) I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED (2.51 ACRES) (LANDSCAPE & DRAINAGE) SAN ANTONIO, TX 78212 DETAIL ABSTRACT 685 HEREIN AS THE HOMESTEAD UNIT IA OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER LU (DOO� # 201406044146) SCALE DETAIL "K" KEYNOTES CONTINUED ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND 31' ELECTRIC, GAS, TELEPHONE, CABLE TV., VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN 44� PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION J.F. ZEPEDA SURVEY NO. 257 SCALE: 1"=20' PEDESTRIAN ACCESS, VEHICULAR ACCESS, ACCESS EASEMENT (DOC. # THEREIN EXPRESSED. THIS THE DAYOF ABSTRACT 685 WATER, & SEWER EASEMENT (DOC. #_) 20' ELECTRIC, GAS, TELEPHONE, & CABLE <0> TV., EASEMENT (DOC. #_) 15'ELECTRIC, GAS, TELEPHONE, & CABLE <3 C65 1 > TV., EASEMENT (DOC. # 20'ELECTRIC GAS, TELEPHONE, & CABLE <1 >6 TV., EASEMENT (DOC. #_) OWNER: ILF N-T OWNER, LP I I 3 STATE OF TEXAS 500 BOYLSTON STREET, SUITE 2010 4 1, THE UNDERSIGNED, CITY 0< I 1 ENGINEER OF THE CITY OF SHERTZ, TEXAS —t--=7 COUNTY OF COMAL 17 P BOSTON, MA 02116 1 5 HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL PHONE: 617-221-8400 SEE REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO L — — — — — — 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS DETAIL-1 WHICH THIS APPROVAL IS REQUIRED, DETAIL "L SHEET3 PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF_ A.D._AT_M. STATE OF MASSACHUSETTS COUNTY OF SUFFOLK I I DATED THIS DAY OF A.D. 20—. SCALE., 1 "=30' 2 AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED CITY ENGINEER SAID COUNTY IN DOC# 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 IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. THIS PLAT OF THE HOMESTEAD UNIT IA HAS BEEN SUBMITTED TO AND THIS DAY OF A.D. CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION, COUNTY CLERK, COMAL COUNTY, TEXAS DATED THIS DAY OF A.D. 20 BY.• DEPUTY NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS STATE OF TEXAS BY: I COUNTY OF BEXAR CHAIRPERSON THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY BY., PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. SECRETARY TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. STATE OF TEXAS GEORGE WERON, P.E. COUNTY OF GUADALUPE REGISTERED PROFESSIONAL ENGINEER NO. 98203 I AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY KFW ENGINEERS& SURVEYING, INC. GRID, /I COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS N= 13 79383 196 STATE OF TEXAS E= 2216386.773 P.0 . B) PLAT WAS FILED FOR RECORD INMYOFFICE, ON THE _ DAY OF_ A.D. _ AT _ M. FINAL PLA T ESTABLISHING COUNTY OF BEXAR HOMESTEAD UNIT IA 2 AND DULY RECORDED THE DAY OF A.D. _ AT M. IN THE RECORDS OF I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SAID COUNTY IN DOC# A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF 522.18 ACRE TRACT OF LAND TERESA A. SEIDEL THIS DAYOF A.D. CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS KFW SURVEYING, LLC COUNTY CLERK, GUADALUPE COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS 3421 PAESANOS PKWY, SUITE 101 OF GUADALUPE COUNTY, TEXAS. SAN ANTONIO, TEXAS 78231 MATCHLINE "I" BY: DEPUTY PHONE: 210-979-8444 FAX: 210-979-8441 SEE SHEET 7 OF 8 SHEET I OF 8 Date: Apr 29, 2016, 4:22pm User ID: jlei DRAWN BY. LM File: P:I392I011021001DesigniCiviliPlatIFINAL PL392010200 ENTRY.dwg A O INIA L OCA T /ON MAP LOT 901 LEGEND 'jam F.I.R. = FOUND %2" IRON ROD BLOCK 34 � �' STEAD ` `� � � HOM S.I.R. = SET %2 "IRON ROD WITH BLUE CAP 06 6' 742.76' PARKWAY STAMPED "KFW SURVEYING" i l o L101 0 '; 98.31' O^ 0"*.T 900 S.I.R. = SET %2" IRON ROD WITH YELLOW CAP L STAMPED "KFW EASEMENT" - - - - - - - - - - - �� BLOCK 3 L5 SO6 46'13 "E 774.78' L I*V R.O.W. = RIGHT -OF -WAY ENGINEERS + SURVEYING ° ` �'' 1 4 J LOT 9/ 00 ' C12 C13 , ESMT = EASEMENT 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 �' \ 1 ` BLOCK 1 ` C109 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 `'`` ' r' C107 LOT 900 O.P.R. = OFFICIAL PUBLIC RECORDS TBPE Firm #: 9513 TBPLS Firm #: 10122300 1 1 LOT 900 6 1 °� °8�� BOCK 14 G.E.TTVE. = GAS, ELECTRIC, TELEPHONE, CABLE T. -. ---------------- - - - - -- • rr ' � ' BLOCK 12 HOMESTEAD PARKWAY L29 ^ti^ 1 s9 EASEMENT L3 Cl ' O V N.A.E. = VEHICULAR NON ACCESS EASEMENT N06 °46'13 "W 616.54' 68.274 AC, �D' LOT �01 OWNER. MFP REALTY LP w BLOCK 3 `HOMESTEAD PARKWAY ® = TXDOT TYPE II MONUMENT _ _ _ _ _°� _ _ _ _ _ ' _ _ _ _ _ _ _ 755 E. MULBERRYAVE. STE. 600 Z o N.B.U. NEW BRAUNFELS UTILITIES L93 LOT 901 L97 / ` SAN ANTONIO, TX 78212 L95 115.69' BLOCK 38 °° L99 ° 47.34' ` (DOC. #201406044146) DETAIL "C" -� G.VEC. = GUADALUPE VALLEY ELECTRIC COOPERATIVE N06 °46'13 "W 742.76' P.O.B. = POINT OF BEGINNING .� --- �•-- •�-------- � - - - - -- Z SCALE: 1 " =40' .� Cif DETAIL "G" � -.0.0/ SCALE: 1 " =50' SCALE. 7 "= 100' SEE SHEET 8 OF 8 FOR DETAIL "D" LINE AND CURVE TABLES SCALE: 1 " =30' 0' 50' 100' 150' 200' SEE PLATTING NOTES ON PAGE 1 OF 8 O 1 , C99 I I /--70c14 I 22::��s C115 3731' C117 C120 L �1 1E �i i� _I �� � G - - C.448 C60 F= -C60 DETAIL "R" J.F. ZEPEDA DETAIL "Q'" SCALE: 1 " =50' SURVEY NO. 257 SCALE: 1 " =50' ABSTRACT 471 SEE LOT 900 BLOCK 14 I DETAIL -C SEE LOT 900 THIS SHEET .� (0.37 ACRES) DETAIL -Q BLOCK 12 ' (LANDSCAPE) THIS SHEET (0.13 ACRES) (LANDSCAPE) r 1 C14 *- C11 - / LOT 900 BLOCK 14 (0.37A CRES) SEE (LANDSCAPE) DETAIL -R THIS SHEET 12 C� 198.61 131.90' _ -- - ARKWA - C60 HOMESTEAD P - - - 205.34' L116 _ _59.6.63 591.96' 150.80' ]45.222 - - - -- --- ` - -- 11 _ _ T\% m - - SO6 °46'13 "E 774.78' - - - - - - - - - - - - - - - - - C57 _ - -- m 100 1 'I , 240.57 o 101.$2' ROW ,n ___ --- - - / / _..- 128.50' -. ��-�"' G o M g3'0 i HOMESTEAD PARKWAY I r -- - - - - -M N.B. -� rg� ti co �^ ' C73 - C74 \06 °46'13 "W 616.54' CO L34 ^ 486.56' 129.99' -- - - - - -- - - - -- - - - -- - - -- r- -_ - Q O -- 126.22' 495.91' 120.64' - 1 N06 °46'13 "W 742.76' 1 �• - - - - - =� - - 9 s C +!'W DETAILEG p THIS SHEET 10 1�� 0 LOT 901 68.274 AC. Z C Q BLOCK 38 OWNER. MFP REALTY, LP W (0.53 ACRES) 765 E. MULBERRYAVE. STE. 600 0 0 (/) (LANDSCAPE) SAN ANTONIO, TIC 78212 � C fix; G (DOC. ## 201406044146) J.F. ZEPEDA SURVEY NO. 267 \ ABSTRACT 6t KEY NOTES 2 16' SANITARY SEWER EASEMENT STATE OF MASSACHUSETTS O (DOC. # ) COUNTY OF SUFFOLK O 15'ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT O 50' DRAINAGE EASEMENT TO EXPIRE I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED OZ 16S ' SANITARY SEWER EASEMENT UPON INCORPORATION INTO PLATTED STREET (DOC. # ) HEREIN AS THE HOMESTEAD UNIT 1A OF SCHERTZ, TEXAS AND WHOSE NAME 1S SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ® 20' SANITARY SEWER AND x60' R.O. t4 DEDICATION TO THE CITY of WATER EASEMENT 4 ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND SCHERTT Z # ) (0.069 AC.) S PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION ® 5' RIGHT-OF-WAY DEDICATION TO TXDOT (0.04 ACRES). � SOLMS WATER SUPPLY CORPORATION THEREIN EXPRESSED. 5 O 20' ELECTRIC, GAS, TELEPHONE, � / EASEMENT (VOL. 139, PG 249) & CABLE T.V. EASEMENT -\� CHANNEL EASEMENT THIS THE DAY OF O10ELECTRIC, 6 ' GAS, TELEPHONE, <6 (VOL. 100, PG 211) SANITARY SEWER AND & CABLE TV. EASEMENT 07 20' WATER EASEMENT (DOC. # ) O VARIABLE WIDTH ELECTRIC, GAS, $ 20' LANDSCAPE BUFFER O OWNER: ILF N -T OWNER, LP TELEPHONE, & CABLE T.V. EASEMENT (DOC. # ) 500 BOYLSTON STREET, SUITE 2010 ® 20' x 20' ELECTRIC, GAS, TELEPHONE, 20' ELECTRIC, GAS, TELEPHONE, BOSTON, MA 02116 & CABLE T. V. EASEMENT & CABLE T.V. EASEMENT PHONE: 617 -221 -8400 0 VARIABLE WIDTH LANDSCAPE BUFFER AND (DOC, # ) PEDESTRIAN ACCESS EASEMENT (31' MAX) 30' PRIVATE DRAINAGE & V NON VEHICULAR ACCESS EASEMENT 1Q GRADING EASEMENT (DOC. # ) STATE OF MASSACHUSETTS Q VARIABLE WIDTH LANDSCAPE BUFFER AND 20' GRADING & PRIVATE COUNTY OF SUFFOLK PEDESTRIAN ACCESS EASEMENT (15.50' MAX) <0> DRAINAGE EASEMENT Q VARIABLE WIDTH LANDSCAPE BUFFER AND (DOC, # ) BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED PEDESTRIAN ACCESS EASEMENT 19.50' MAX) 12 31' ELECTRIC, GAS, TELEPHONE, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE VARIABLE WIDTH LANDSCAPE BUFFER CABLE TV, PEDESTRIAN ACCESS, VEHICULAR ACCESS, FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE AND PEDESTRIAN ACCESS EASEMENT WATER, & SEWER EASEMENT PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. VARIABLE WIDTH PRIVATE DRAINAGE (DOC. # ) GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. EASEMENT Q 10' PRIVATE DRAINAGE EASEMENT 15' ELECTRIC, GAS, TELEPHONE, 13 & CABLE T.V., EASEMENT (DOC. # ) VARIABLE WIDTH CLEAR VISION EASEMENT NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 1© 20' PRIVATE DRAINAGE EASEMENT 1 VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN VARIABLE WIDTH LANDSCAPE BUFFER, ACCESS EASEMENT (DOC. # ) PRIVATE DRAINAGE EASEMENT & 20' ELECTRIC, GAS, TELEPHONE, & CABLE STATE OF TEXAS PEDESTRIAN ACCESS EASEMENT � T.V., EASEMENT (DOC. # ) COUNTY OF BEXAR 16' WATER EASEMENT 20' ELECTRIC, GAS, TELEPHONE, &CABLE Y WATER EASEMENT ® 16 TV., EASEMENT (DOC. # ) I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. 100' TRANSMISSION LINE EASEMENT (DOC. 9906021806) THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A REGISTERED PROFESSIONAL ENGINEER SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC I, E COOPERATIVE, INC. FOR EASEMENTS. KFW ENGINEERS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. STATE OF TEXAS COUNTY OF BEXAR THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM SUBMITTED AND APPROVED BY NEWBRAUNFELS UTILITIES STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND ON THE DAY OF 20 SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. BY NEW BRAUNFELS UTILITIES 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 i y4 33 1 i ..W 240 5T i� 7'40 "E1439S_� Y h N1y33'09 S2 5140' W, �1^ N2^� a° LOT 900 ?� ^ BLOCK 3 (0.55 ACRES) (LANDSCAPE/ ACCESS) c1l GD ' °� ,? LOT 901 C6 BLOCK 3 (4.13 ACRES) LU ° 1 ` \V1 (RECREATION CENTER) C} o` GRID: ' -z S26s�p jE= - 13776901.27 p \2gs„ 2217646.21 L23 X26 \ \sue C111 L22 N L28 <<'s �'9\ \ . 29.12' v 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1A 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 DAY OF A.D. 20 _ BY CHAIRPERSON BY SECRETARY STATE OF TEXAS COUNTY OF GUADALUPE STATE OF TEXAS COUNTY OF COMAL 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 SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. COUNTY CLERK, COMAL COUNTY, TEXAS BY: DEPUTY I, 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 SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY: DEPUTY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOL0 CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY FINAL PLA T ESTABLISH /NG HOMESTEAD UNIT IA A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. SHEET 20F 8 Date: Apr 29, 2016, 4:22pm User ID: jlei DRAWN BY. LM File: P: 13921011021001DesigniCivillPlatIFINAL _PL392010200_ENTRY.dwg Date: Apr 29, 2016, 4:23pm User ID: jlei DRAWN BY: LM File: P: I392I01i021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg M � 6 1 LEGEND - - - - - - - - - - - - - o rLOT902 , F.I.R. = 3y I BLOCK 14 L8 I C16 S. 1. R. = FOUND %2 "IRON ROD N LOT 902 , , BLOCK 9 SET %2" IRON ROD WITH BLUE CAP %' A 1 1ryti C6 C17 I STAMPED "KEW SURVEYING" i — — C99 S.I. R. = SET %2" IRON ROD WITH YELLOW CAP lTE STAMPED "KFW EASEMENT" I I SCALE: 100' ENGINEERS + SURVEYING LOT 900 I12 y�' I R.O. W. = RIGHT -OF -WAY L105 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 BLOCK 6 LOT 900 rn ESMT = ( I L5 Q r EASEMENT m Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 TBPLS Firm #: 10122300 BLOCK 14 I C103 L63 '' $ 1 0' 50' 100' 150' 01 S O.P.R. = I — — OFFICIAL PUBLIC RECORDS L5 10 200' i N% HOMESTEAD G.E.TTVE, = GAS, ELECTRIC, TELEPHONE, CABLE T.V., L9 L107 Mwl � PARKWAY L -------- - L----- - - - --I V.N.A.E. = EASEMENT LOT 900 VEHICULAR NON ACCESS EASEMENT ( BLOCK 6 DETAIL "E" ® = a� TXDOT TYPE 11 MONUMENT I �k �0 ,2 LOT 900 O SCALE: 1 " =30' — G HOMESTEAD BLOCK 39 MAPSCO PAGE: 488 GR /D:D6, D7 N.B.U. = NEW BRAUNFELS UTILITIES PARKWAY L------------- - - - - -J Q� LOCATIONMAP Ci��`�1` G.V.E.C.= N.T.S. LAN O GUADALUPE VALLEY ELECTRIC COOPERATIVE DETAIL rrH�� MATCH L /NE��Q" SEE SHEET P. SAN MIGUEL 5 _ N — ^' — — 'S P.O.B. = KEYNOTES nnP GC��� j' Ar3� 'I ` °' ✓ I S63 °14'2- 52.74' �fjsT POINT OF BEGINNING SCALE: 1 " =30' ORIGINAL SURVEY LINE OF 8 SURVEY NO, 256 ABSTRACT ZZT O &CABLETV. EASEMENT 15'ELECTRIC, GAS, TELEPHONE, �1!i S v � — — — W r 6� � �,' �� O2 16' SANITARY SEWER EASEMENT I � O � I o (P LOT 902 O20' SANITARY SEWER AND I N63`14'22 "W 70 56' ( 3 WATER EASEMENT C125 I BLOCK 9 2 3 roI I ^ (15.39 ACRES) ® 5' RIGHT -OF -WAY DEDICATION V uD — — — — �' — SEE SHEET 8 OF 8 FOR _ , z 1�a- (DRAINAGE/OPEN SPACE) TO TXDOT (0.04 ACRES). w 0, „ „ LINE AND CURVE TABLES O 20' ELECTRIC, GAS, TELEPHONE, 4 � W� LOT 902 DETAIL P L 41 &CABLETV.EASEMENT \ SCALE :1 ° =50' DETAIL rrVV rr �� 6 10'ELECTRIC, GAS, TELEPHONE, -4 � 0 BLOCK 14 SEE PLATTING NOTES O & CABLE T.V. EASEMENT O (5.44 ACRES) ON PAGE 1 OF 8 SCALE: 1 " =40' 1 52 OVARIABLE WIDTH ELECTRIC, GAS, V N (LANDSCAPE) TELEPHONE, & CABLE T.V. EASEMENT r�� 20' ELECTRIC, GAS, TELEPHONE, Q C6 LOT 900 ®20'x SEE LOT 900 & CABLE T.V. EASEMENT p BLOCK 39 C1 (�, DETAIL -E BLOCK 6 VARIABLE WIDTH LANDSCAPE BUFFER AND i. LOT 900 0 03 ACRES (' ) Q9 �...,� THIS SHEET 0.47 ACRES PEDESTRIAN ACCESS EASEMENT (31' MAX) ( ) LOT 900 12 (LANDSCAPE) SEE 1 BLOCK 6 SEE (0.47 ACRES) DETAIL -H 1 U (LANDSCAPE) V NON VEHICULAR ACCESS EASEMENT BLOCK 3 C18 DETAIL -W THIS SHEET •� .... 12 ce (LANDSCAPE) _ QVARIABLE WIDTH LANDSCAPE BUFFER AND (0.55 ACRES) - -...�„ --._ S24 ° THIS SHEET PEDESTRIAN ACCESS EASEMENT MAX) �► 2436';E r L61 263.31' N35 °44'14 "W C44 (15.50' .,� 135.55' ®VARIABLE WIDTH LANDSCAPE BUFFER AND (LANDSCAPE /ACCESS) - -_� C 19 1 0 C98 - -- S31 °00 43 "E 383.79' 12 C35 19.50' _ -- -� PEDESTRIAN ACCESS EASEMENT (19.50' MAX) \ _ -- - -- v a _ L43 --- 97,36' _ L 62 v - 1 VARIABLE WIDTH LANDSCAPE BUFFER C70 - - -_ _____ — — — AND PEDESTRIAN ACCESS EASEMENT -- - — N OMESTE C63 � - AD _ .. — — — — — — — — — — — — — — — — — _ — — — — .... ^ LlI C66 L64 .m GRID `� o i - N= 13779924.29 — 1 VARIABLE WIDTH PRIVATE DRAINAGE ! _.,,, L8 - _____ -_ PARKW ® "- .... ------ - - - - A Y __ - - -- -- - - - - -- -- E= 2218607.29 EASEMENT 182.62' �.. -- - - - -- - ---- -- 1© 10'PRIVATE DRAINAGE EASEMENT 9 0100 1 8 10401, L42 C68 of ----- --- ------- rn ui - ------ ___. -_ _. - N v 44'14W 172,47' �i22.98 ACRES DETAIL -P �/� 1® VARIABLE WIDTH CLEAR VISION EASEMENT THIS SHEET 100.07' "'- --_._ _ Q 20'PRI VA TE DRA INA GE EA SEMENT �"' `19 °3309" """ �.. E 240 ` �-5= 6 'a � L 16 N35 ,,, N31 00 43 W 380.99' .. .. -- --C67-­­­-­--------- - . JI . °`. ., m .... .. _,..._., .., .° '. " "' _�. 1 .. ' .,; , . ,. ... ..._ _,._ _ r .'( OWNER' ILF N-T OWNER LP r s j 50 BOYLSTON STREET, SUITE 21 VARIABLE WIDTH LANDSCAPE BUFFER, PRIVATE --,-. ` 1 G21 DRAINAGE EASEMENT& PEDESTRIAN ACCESS EASEMENT N1g °33pg „W� -..- "� SEE 9 240,57• DETAIL -..�_. ....P.. m „ . __ „_„ JJJ a ..-,_ (......... "DET:TIL =i1,. _.....; ..... ...... ... ....... ....�... .... _...._ .__.._.........,._ ....._.. ........_. .....,..,.. _,_.... -._.. 11 ) , BOSTON, MA 02116 1 1 (DOC. x#209406044206) 16'WATEREASEMENT -F LOT 900 h THIS SHEET ® LOT 901 �� o ,n BLOCK 4 X WATER EASEMENT p �I ( r' THIS SHEET 11 12 ) } 13 ” 1 13 3 �� � ho ACRES) BLOCK u, (0.19 C� 100 TRANSMISSION LINE EASEMENT ' (4.13 ACRES) h� �h y ( LANDSGAPE) I I ; 23 76 ACRES (DOC, 9906021806) ti o P. SAN MIGUEL SURVEY NO, 206 (RECREATION CENTER) �. �, ° � � 16'SANITARY SEWER EASEMENT ,`? '0 1 _ O } 5 t OWNER,' BOARD OF TRUSTEES OF THE 227 _ (DOC. # ) 2 !ij 7 C113 �3 L20 A REMAINING PORTION OF 522,18 ACRES SCHERTZ- CIBOLO UNIVERSAL CITY S �€ ABSTRACT O50' DRAINAGE EASEMENT TO EXPIRE UPON �` 6 / G INCORPORATION INTO PLATTED STREET j OWNER- ILE N -T OWNER LP INDEPENDENT SCHOOL DISTRICT (DOC. # ) / G2� 800 BOYLSTON STREET, SUITE 2010 9060 ELBEL ROAD DO� O43'x60' R.O.W DEDICATION TO THE CITYOF SCHERTZ # ) (0.069 AC.) KEYNOTES CONTINUED BOSTON, MA 02116 SCHERTZ TX 78154 / D { OC. # 2014060442036 (VOL. 4176 PG. 283) SOLMS WATER SUPPLY CORPORATION `/$ 20' LANDSCAPE BUFFER (DOC. # ) EASEMENT(VOL.139,PG249) V `- rL5 ,6 CHANNEL EASEMENT / q� 20' ELECTRIC, GAS, TELEPHONE, & CABLE �/ INTERSTATE 35 T.V. EASEMENT (DOC. # ) ( (VOL. 100, PG 211) !' - ^ X22 q� 30' PRIVATE DRAINAGE & GRADING I ( 4 20' SANITARY SEWER AND f�`V v� '/ � EASEMENT (DOC. # ) c I 1 N59 °21 41 °E 947.70' WATER EASEMENT (DOC. # ) J 13 STATE OF TEXAS MASSACHUSETTS <0> 20' GRADING &PRIVATE DRAINAGE 346.18' EASEMENT (DOC. # ) "E2�3.�2 - ~ COUNTY OF SUFFOLK _ --- "'------ - - - - -- ----- - - - - -- N5�`2i'41 - - - -- -------------- - - - - -A 1, WE THE OWNERS OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED 12 31' ELECTRIC, GAS, TELEPHONE, CABLE L — ( ) () T. V., PEDESTRIAN ACCESS, VEHICULAR — — — — — — LOT 900 BLOCK 36 — — — ----------------------------------------------- - - - - -- HEREIN AS THE HOMESTEAD UNIT 1A OF SCHERTZ, TEXAS AND WHOSE NAME IS ACCESS, WATER, & SEWER EASEMENT L1_ i � SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER (DOC. # N rrl n ) ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND DETAIL ��Ur� DETAIL " PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION 13 15' ELECTRIC, GAS, TELEPHONE, & CABLE TV., EASEMENT # SCALE: 1 =30' (DOC. ) THEREIN EXPRESSED. SCALE: 1 " =40' O VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN 14 THIS THE —DAYOF ACCESS EASEMENT (DOC. # ) 20' ELECTRIC, GAS, TELEPHONE, & CABLE 1 STATE OF TEXAS TV., EASEMENT (DOC. # ) COUNTY OF COMAL OWNER: ILF N -T OWNER, LP 16 20' ELECTRIC, GAS, TELEPHONE, & CABLE i T.V., EASEMENT (DOC. # ) 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS 500 BOYLSON STREET, SUITE 2010 HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL BOSTON, MA 02116 _ PHONE: 617 - 221 -8400 REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF _ A.D. AT M. HOMESTEAD PARKWAY I STATE OF MASSACHUSETTS � G�h 7 COUNTY OF SUFFOLK 1 L125- WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAYOF A.D. 20 AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF _ SAID COUNTY IN DOC# — I G CITY ENGINEER IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED LOT 900-- ° / I KNOWN TOME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE LOT 900 BLOCK 3 THIS DAYOF A.D. FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE I N M BLOCK 4 10.00' 1zs THIS PLAT THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED TO AND PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. L16 CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF COUNTY CLERK, COMAL COUNTY, TEXAS L 18 17 GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAYOF A.D. I ° m I SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. BY.' DEPUTY DATED THIS DAYOF A.D. 20 LOT 901 LOCK 3 J NOTARY PUBLIC SUFFOLK COUNTY TEXAS DETAIL "F" BY CHAIRPERSON STATE OF TEXAS SCALE: 1 " =30' BY COUNTY OF BEXAR SECRETARY I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT STATE OF TEXAS APPLICATION. COUNTY OF GUADALUPE GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS KFW ENGINEERS & SURVEYING, INC. SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE_ DAY OF_ A.D. AT M. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY STATE OF TEXAS COUNTY OF TEXAS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. AND DULY RECORDED THE _DAYOF DAY OF A.D. AT _ M. IN THE RECORDS OF FINAL PLA T ESTABLISH /MG HOMESTEAD UNIT 1A I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM SAID COUNTY IN DOC# STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. THIS PLAT OF THE HOMESTEAD UNIT 1A IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL &GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS THIS DAY OF A.D. J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY UTILITIES ON THE DAYOF 20 NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 BY ' COUNTY CLERK, GUADALUPE COUNTY, TEXAS CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS KFW SURVEYING, LLC NEW BRAUNFELS UTILITIES BY., DEPUTY AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORD 3421 PAESANOS PKWY, SUITE 101 OF GUADALUPE COUNTY, TEXAS. SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 SHEET 3 OF 8 Date: Apr 29, 2016, 4:23pm User ID: jlei DRAWN BY: LM File: P: I392I01i021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg Date: Apr 29, 2016, 4 :23pm User ID: jlei DRAWN BY. LM File: P: I392I011021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg LEGEND F.I.R. = FOUND %2" IRON ROD `� KEY NOTES 15' ELECTRIC, GAS, TELEPHONE, 100' TRANSMISSION LINE EASEMENT I*V 3 S. L R. = SET %2" IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" �' �s cc 'QTC O & CABLE T. V. EASEMENT (DOC, 9906021806) � - A S.I. R. = SET %2" IRON ROD WITH YELLOW CAP tS /V�c 16' SANITARY SEWER EASEMENT o STAMPED "KFW EASEMENT" �7 SyF �� {�� Q• � `T0 ��� O2 16' SANITARY SEWER EASEMENT (Doc. # ) ENGINEERS + SURVEYING Il C R.O.W. = RIGHT -OF -WAY C° !7, Q /� O 20'SANITARY SEWER AND WATER EASEMENT 3 \% 50'DRAINAGE EASEMENT TO 3421 Paesanos Pkwy, EXPIRE UPON INCORPORATION y, Suite 200, San Antonio, TX 78231 ESMT = EASEMENT \� S� � ° 8 2 N 4 Phone #: 210 979 -8444 • Fax #: 210 979 -8441 INTO PLATTED STREET l ) ) TBPE Firm #: 9513 TBPLS Firm #: 10122300 O.P.R. = OFFICIAL PUBLIC RECORDS \ �1 �D N TO TXDOT(0.04YDEDICATION TO TXDOT (0.04 ACRES). (DOC. # ) G.E. T.TV.E. = GAS, ELECTRIC, TELEPHONE, CABLE TV., 1 S� � � � � yM . °a, a' `� ti � g4j � a, ^ 4y O N 20' ELECTRIC, GAS, TELEPHONE, � &CABLE T. V. EASEMENT 4 O SCHE' TZ # DEDICATION TO THE CITY OF SCHERTZ # ) (0.069 AC.) }� EASEMENT G� V.N.A.E. = VEHICULAR NON ACCESS EASEMENTj� {�� t�4 �' �d q �i� ,wj• rry' L �1 O SEE ---� © 10' ELECTRIC, GAS, TELEPHONE, Ci SOLMS WATER SUPPLY CORPORATION EASEMENT (VOL 139, PG 249) �Ft �� �+� �� 0 & CABLE T.V. EASEMENT CHANNEL EASEMENT 4�? 5G� ® = TXDOT TYPE 11 MONUMENT rr^^yy a„,r� �, ��, ( �� ��� DETAIL -V � THIS SHEET � VARIABLE WIDTH ELECTRIC, GAS, O TELEPHONE, & CABLE T.V. EASEMENT l� VOL 100, PG 211) 20' SANITARY SEWER AND 0 N. B. U. = NEW BRAUNFELS UTILITIES � �„ ,�y � t24a 5 20'x 20' ELECTRIC, GAS, TELEPHONE, ® WATER EASEMENT (DOC. # ) MAPSCO PAGE: 488 GRID D7 la i &CABLE T. V. EASEMENT :D6, G.VE.C. = GUADALUPE VALLEY ELECTRIC COOPERATIVE y0G VARIABLE WIDTH LANDSCAPE BUFFER AND 20'LANDSCAPEBUFFER (DOC.# ) SCALE: > "_ >OO' �! 49 L g O PEDESTRIAN ACCESS EASEMENT MAX) L OCA T /ON MAP P.O.B. = POINT OF BEGINNING (31' 0 V NON VEHICULAR ACCESS EASEMENT <9� 20' ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT N.T.S. = ORIGINAL SURVEY LINE �� r — — — In VARIABLE WIDTH LANDSCAPE BUFFER AND (DOC. # ) 50' 100' 150' 200' ' 0� I PEDESTRIAN ACCESS EASEMENT (15.50' MAX) \\ �cJ 30' PRIVATE DRAINAGE & 2 ©VARIABLE WIDTH LANDSCAPE BUFFER AND GRADING EASEMENT (DOC. # ) SEE SHEET 8 OF 8 FOR PEDESTRIAN ACCESS EASEMENT (19.50' MAX) 1© VARIABLE WIDTH LANDSCAPE BUFFER 20' GRADING & PRIVATE DRAINAGE EASEMENT LINE AND CURVE TABLES I c�' AND PEDESTRIAN ACCESS EASEMENT 11 (DOC. # ) ob VARIABLE WIDTH PRIVATE DRAINAGE ®EASEMENT 375' SEE PLATTING NOTES ON PAGE 9 OF 8 � I � ry• ' I < 10' PRIVATE DRAINAGE EASEMENT 12 31' ELECTRIC, GAS, TELEPHONE, CABLE S11° ��� ACCESS, WATER, & SEWER EASEMENT Ih ' VARIABLE WIDTH CLEAR VISION EASEMENT (DOC. # ) L J Q 20' PRIVATE DRAINAGE EASEMENT 13 15' ELECTRIC, GAS, TELEPHONE, & CABLE T.V., EASEMENT (DOC. # ) DETAIL r'V r .`� ff�ff����C SCALE: 1 " =30' VARIABLE WIDTH LANDSCAPE BUFFER, PRIVATE DRAINAGE EASEMENT & 1 VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN ACCESS EASEMENT # PEDESTRIAN ACCESS EASEMENT (DOC. ) 1 16' WATER EASEMENT � \% 20' ELECTRIC, GAS, TELEPHONE, & CABLE T.V., EASEMENT (DOC. # ) S'S) `1000 1 3' WATER EASEMENT 20' ELECTRIC, GAS, TELEPHONE, & CABLE T.V., EASEMENT (DOC. # ) GRID: �1 �OS3 ,� N= 13778307.41 �0� LOT 900 E= 2219182.59 BLOCK 8 (9.24 ACRES) ®, � (DRAINAGE /OPEN SPACE) P SAN MIGUEL SS)✓,> SURVEY NO. 256 G3��� ti�� gos3 ABSTRACT 227 9� S3° o j/ 1 � � 5 8?I " 0 cl N 19 °57'30 "E 2 40.23 �g6' 9Cco� �T� g� �0 Is. 12 .05'3 �6 ^� S34 °3243 "W 693.50' 2jl , c!) '� N 122.44 8 ,62� Boa �50� S o dl-6 6) 1 oG syti�, �,8 �# 2 L109 �0. '"� ,�cj s,�( 0, 2 Lll �� �� GRID, 777694.82 LOT 902 >'j�f� 0 2 113 N05° p A 12 E= 2218593.17 NSZ °7 rosSO6F BLOCK ACRES) 14 ✓v J 'L6826 L11 8- 847E (5.44 (DRAINAGE /OPEN SPACE) X112 0 F 1 Q' 93.52, N30 °5820'E 156.23' 39 °49'14" l of cb 5� E 106 g5, V C $ � 4N, STATE OF MASSACHUSETTS `q� �& COUNTY OF SUFFOLK 6(' N,, 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AIp �DESIGNATED ry' qO��G l HEREIN AS THE HOMESTEAD UNIT 1A OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER 4Qi� C'0G���� ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND 00� PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION j THEREIN EXPRESSED. 2%y `✓'y ��gC`✓)i�� m THIS THE DAY OF "`' �.� p° °® OWNER: ILF N -T OWNER, LP O� °� a 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TEXAS STATE OF TO ALL COUNTY TEXAS OF COMAL �Q �4g �% 500 BOYLSTON STREET, SUITE 2010 O���(j (j REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO BOSTON, MA 02116 r�� /� WHICH THIS APPROVAL IS REQUIRED. G COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS �✓® �Q PHONE: 617 -221 -8400 �5 �� ✓ �'95r DATED THIS DAYOF A.D. 20 PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _DAY OF _ A.D. _ AT _ M. '�, f2 AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF STATE OF MASSACHUSETTS COUNTY OF SUFFOLK CITY ENGINEER SAID COUNTY IN DOC# BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS PLAT THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED TO AND 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 CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF THIS SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DAY OF A.D. PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. COUNTY CLERK, COMAL COUNTY, TEXAS GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. DATED THIS DAY OF A.D. 20 BY: ,DEPUTY BY: NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS CHAIRPERSON BY: STATE OF TEXAS SECRETARY COUNTY OF BEXAR THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM A TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT REGISTERED PROFESSIONAL ENGINEER THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A STATE OF TEXAS COUNTY OF GUADALUPE APPLICATION. P.E. SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC KFW ENGINEERS COOPERATIVE, INC. FOR EASEMENTS. ), COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS AGENT FOR CBOLO CREEK MUNICIPAL AUTHORITY STATE OF TEXAS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. AT M. F INAL PLATESTABL /SH /NG COUNTY OF BEXAR AND DULY RECORDED THE _ DAY OF A.D. AT _ M. IN THE RECORDS OF HOMESTEAD UNIT IA I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SAID COUNTY IN DOC# A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. THIS PLAT OF THE HOMESTEAD UNIT 1A IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT HAS BEEN SUBMITTED AND APPROVED BY NEW UTILITIES ON THE DAY OF BRAUNFELS 20 THIS DAY OF A.D. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND TERESA A. SEIDEL , BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 gy. COUNTY CLERK, GUADALUPE COUNTY, TEXAS REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, KFW SURVEYING, LLC NEW BRAUNFELS UTILITIES PKWY SUITE 101 BY: DEPUTY RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC SAN ANTONIO, TEXAS 78231 RECORDS OF GUADALUPE COUNTY, TEXAS. PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 SHEET 4 OF 8 Date: Apr 29, 2016, 4 :23pm User ID: jlei DRAWN BY. LM File: P: I392I011021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg Date: Apr 29, 2016, 4 :23pm User ID: jlei DRAWN BY: LM File: P: I392I011021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg M 35 = \0' i*� �4O l Y 3 \ sR90 2 KFW „� G� o �1? OAtj 2 P \ "_ lTE P�'� SCALE: > 100' SURVEYING \ ��� 342ENGINEERSt+ z31 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 TBPLS Firm #: 10122300 \ i 0' 50' 100' 150' 200' OVA 0 O � 04 0 G \� �p � P 1 cQ LEGEND qO& \ `� F.I.R. = FOUND %2" IRON ROD SG �21� 6 S.I.R. = SET %2” IRON ROD WITH BLUE CAP $ 9 C 2121 ry STAMPED "KFW SURVEYING" S.LR. = OWCAP DEASEMENT" 5� "KFW MAPSCO PAGE: 488 GR /D:D6, D7 S�6 v^ STAMPED R.O.W. = RIGHT -OF -WAY L OCA T /ON MAP ESMT = EASEMENT N.T.S. O.P.R. = OFFICIAL PUBLIC RECORDS KEY NOTES 2 G.E.TTV.E. = GAS, ELECTRIC, TELEPHONE, CABLE T.V., v ' 15'ELECTRIC, GAS, TELEPHONE, O & CABLE T.V. EASEMENT Cm} N EASEMENT 2 16' SANITARY SEWER EASEMENT �CS� V.N.A.E. = VEHICULAR NON ACCESS EASEMENT O20' SANITARY SEWER AND tom% �3� WATER EASEMENT (b X e\ \ ( �'� U) ? ..I = TXDOT TYPE II MONUMENT ® 5' RIGHT -OF -WAY DEDICATION \ 1 �? �b� TO TXDOT (0.04 ACRES). 1 ' !� O �� �� ,A�� �� �7 �° N.B. U. = NEW BRAUNFELS UTILITIES ��( ��Q(j 20' ELECTRIC, GAS, TELEPHONE, N O5 fig. & CABLE T.V. EASEMENT ((� �� � G. VE.C. = GUADALUPE VALLEY ELECTRIC COOPERATIVE �{ 0�? &, P.O.B. = POINT OF BEGINNING 0 6 10' ELECTRIC, GAS, TELEPHONE, 0 &CABLE TV EASEMENT ���j j ���Ca i�0X ORIGINAL SURVEY LINE �(j9 ,' M OVARIABLE WIDTH ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT Gy �,7 rn s�3S3, 20'x 20' ELECTRIC, GAS, TELEPHONE, T.V. ® & CABLE EASEMENT GRID: LOT 902 z' io OVARIABLE WIDTH LANDSCAPE BUFFER AND N= 13777256.49 BLOCK 9 rn� spy. /2 PEDESTRIAN ACCESS EASEMENT (31' MAX) U E= 2219493.95 (15.39 ACRES) (DRAINAGE /OPEN SPACE) _ L27 V NON VEHICULAR ACCESS EASEMENT L5 X3`9 ' WIDTH VARIABLE PEDESTRIAN ACC SSDEACSEMENT 50' MAX) 1216 64'3 F � 0 (15 (p z 'mA 1 VARIABLE WIDTH LANDSCAPE BUFFER AND 'MAX) VARIABLE ACCESS LANDSCAPE AND Q PEDESTRIAN ACCESS EASEMENT •,� VARIABLE AREMENWIDTH PRIVATE DRAINAGE $�� t� 3 \�g� 536" �� 43p 1© 10' PRIVATE DRAINAGE EASEMENT aC 6 / /(x q4 q� LOT 902 �psp�, VARIABLE WIDTH CLEAR VISION EASEMENT I? ''11 { 4��� 3�6 js �6 �y BLOCK 9 1 20' PRIVATE DRAINAGE EASEMENT '"� �` rykQ 7s t$'Q 7Q SQ„ © Q °O 6� �3 s8' 6 �'3 h� (15.39 ACRES) �Sr 5° /OPEN SPACE) VARIABLE WIDTH LANDSCAPE BUFFER, \ s' 115\ sQjZ / �° (DRAINAGE � k per, PRIVATE DRAINAGE EASEMENT & `�� �s s2yo PEDESTRIAN ACCESS EASEMENT ^1 1w „ 16'W4 TER EASEMENT (� "o 1z, 1 r 2 `�' 2 O 6J, ® Y WATER EASEMENT �OtO -� 100' TRANSMISSION LINE EASEMENT njk �/ N O C37 (DOC. 9906021806) g �, O16' SANITARY SEWER EASEMENT o LOT 900 N (DOC. # ) N BLOCK 8 50' DRAINAGE EASEMENT TO EXPIRE UPON <�3\> INCORPORATION INTO PLATTED STREET (DOC. # ) g GRID: N= 13777154.59 O43x60' R.O.W. DEDICATION TO THE CITY OF ///JJ� - L��4J� E= 2219167.32 4 SCHERTZ # ) (0.069 AC.) �1 O v (�^ �oj� �^ SOLMS WATER SUPPLY CORPORATION �yVN,(V n Ol C ` \ `,j `� EASEMENT (VOL. 139, PG 249) �� �l J CHANNEL EASEMENT /� �G` (VOL, 100, PG 211) 20' SANITARY SEWER AND \j WATER EASEMENT (DOC. # _) Oj� SEE SHEET 8 OF 8 FOR 400010 J STATE OF MASSACHUSETTS LINE AND CURVE TABLES COUNTY OF SUFFOLK 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED SEE PLATTING NOTES ON PAGE 1 OF 8 HEREIN AS THE HOMESTEAD UNIT 1A 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 KEYNOTES CONTINUED PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. 41 20' LANDSCAPE BUFFER (DOC. # ) THIS THE DAY OF O 20' ELECTRIC, GAS, TELEPHONE, & CABLE TV. EASEMENT (DOC. # ) /n> 30' PRIVATE DRAINAGE & GRADING STATE OF TEXAS OWNER ILF N -T OWNER, LP ��% EASEMENT (DOC. # ) COUNTY OF COMAL 500 BOYLSTON STREET, SUITE 2010 11 20' GRADING &PRIVATE DRAINAGE EASEMENT (DOC. # ) 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERT TEXAS Z, HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS BOSTON, MA 02116 PHONE: 617 - 221 -8400 31'ELECTRIC, GAS, TELEPHONE, CABLE 12 REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. PLAT WAS FILED FOR RECORD W MY OFFICE, ON THE_ DAY OF_ A.D. AT_ M. T.V., PEDESTRIAN ACCESS, VEHICULAR _ STATE OF MASSACHUSETTS ACCESS, WATER, & SEWER EASEMENT (DOC. # ) DATED THIS DAY OF A.D. 20 AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF COUNTY OF SUFFOLK 15' ELECTRIC, GAS, TELEPHONE, & CABLE SAID COUNTY IN DOC# BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED T.V., EASEMENT (DOC. # ) CITY ENGINEER KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE 1C4 ACCESS EASEMENT (DOC. # ) PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. THIS DAY OF A.D. 20' ELECTRIC, GAS, TELEPHONE, &CABLE THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED TO AND GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. 1 T.V., EASEMENT (DOC. # ) CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF COUNTY CLERK, COMAL COUNTY, TEXAS 20' ELECTRIC, GAS, TELEPHONE, &CABLE SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. 16 T.V., EASEMENT (DOC. # ) O DATED THIS DAY OF A.D. 20 BY DEPUTY NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS BY., STATE OF TEXAS CHAIRPERSON COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY BY: SECRETARY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT REGISTERED PROFESSIONAL ENGINEER THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A STATE OF TEXAS APPLICATION. P.E. SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COUNTY OF GUADALUPE KFW ENGINEERS COOPERATIVE, INC. FOR EASEMENTS. 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS STATE OF TEXAS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COUNTY OF BEXAR FINAL PLA T ES TA BL ISHING AND DULY RECORDED THE _ DAY OF A.D. AT _ M. IN THE RECORDS OF HOMESTEAD UNIT IA I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SAID COUNTY IN DOC# A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT UTILITIES ON THE DAY OF 20 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND TERESA A. SEIDEL BY., THIS DAY OF A.D. BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 NEW BRAUNFELS UTILITIES COUNTY CLERK, GUADALUPE COUNTY, TEXAS REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 BY; DEPUTY RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC SAN ANTONIO, TEXAS 78231 RECORDS OF GUADALUPE COUNTY, TEXAS. PHONE: 210 - 979 -8444 FAX: 210- 979 -8441 SHEET 5 OF 8 Date: Apr 29, 2016, 4 :23pm User ID: jlei DRAWN BY: LM File: P: I392I011021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg A P INIA L OCA TION MAP I SEE SHEET 8 OF 8 FOR � LINE AND CURVE TABLES SEE PLATTING NOTES ON PAGE I OF 81 WEST 5.000 ACRE LEE F AND BERTIE L FLOWERS VOL. 3488 PG. 939 EAST 5.00OACRE LEE F AND BERTIE L FLOWERS VOL. 3488 PG. 939 SCALE., 100' 01 50' 100, 150' 200' % A,,lJNlJll L CH BAs (,-,'E'(1 00 'YR) FLOODPLAIN ) -,EJ,vfA FLOOD !1/1,111P 440 OF 505, COM)lAILINITY PANEL NO- 48091CO44OF DATE'D SEPTE,'MBER 2, 2009� C, M. GAHA GAN SURVEY NO, 258 ABSTRACT 182 10.00 ACRE KEITH M. ORME, TRUSTEE DOC. 9706000778 PROPOSED HOMESTEAD OFFSITE 7 LIFT STATION . .. . . ........................................... -------------------- 43.524 AC. (D KEY NOTES -- � Li F.I.R. = UVVIVcm: Ivirr- REALTY} T, Lf- LL (D 15'ELECTRIC, GAS, TELEPHONE, 755 E. MULBERRY AVE. STE. 600 & CABLE T.V. EASEMENT - ----- (D 16' SANITARY SEWER EASEMENT - O20' SANITARY SEWER AND ABSTRACT 685 WATER EASEMENT 0 (D 5' RIGHT -OF -WAY DEDICATION PEDESTRIAN ACCESS EASEMENT TO TXDOT (0.04 ACRES). TELEPHONE, & CABLE T.V. EASEMENT WEST 5.000 ACRE LEE F AND BERTIE L FLOWERS VOL. 3488 PG. 939 EAST 5.00OACRE LEE F AND BERTIE L FLOWERS VOL. 3488 PG. 939 SCALE., 100' 01 50' 100, 150' 200' % A,,lJNlJll L CH BAs (,-,'E'(1 00 'YR) FLOODPLAIN ) -,EJ,vfA FLOOD !1/1,111P 440 OF 505, COM)lAILINITY PANEL NO- 48091CO44OF DATE'D SEPTE,'MBER 2, 2009� C, M. GAHA GAN SURVEY NO, 258 ABSTRACT 182 10.00 ACRE KEITH M. ORME, TRUSTEE DOC. 9706000778 PROPOSED HOMESTEAD OFFSITE 7 LIFT STATION . .. . . ........................................... -------------------- 43.524 AC. (D 20'ELECTRIC, GAS, TELEPHONE, 15:c F.I.R. = UVVIVcm: Ivirr- REALTY} T, Lf- & CABLE T.V. EASEMENT Uj Z U 755 E. MULBERRY AVE. STE. 600 (D 10'ELECTRIC, GAS, TELEPHONE, c/) J.F, ZEPEDA SURVEY NO. 257 SAN ANTONIO, TX 78212 A S.I.R. = & CABLE T.V. EASEMENT ABSTRACT 685 (DOC, # 201406044146) 0 VARIABLE WIDTH ELECTRIC, GAS, PRIVATE DRAINAGE EASEMENT & PEDESTRIAN ACCESS EASEMENT 20'ELECTRIC, GAS, TELEPHONE, TELEPHONE, & CABLE T.V. EASEMENT & CABLE T.V. EASEMENT (DOC #-) 43°524 AC. 30' PRIVATE DRAINAGE& (D 20'x 20'ELECTRIC, GAS, TELEPHONE, TRANSMISSION LINE EASEMENT (DOC, #-) Cr GAHAGAN SURVEY NO 258 20' GRADING & PRIVATE & CABLE T.V. EASEMENT DRAINAGE EASEMENT OWNER.- MFP REALTY, LP .M . . OVARIABLE WIDTH LANDSCAPE BUFFER AND UPON INCORPORATION INTO PLATTED STREET (DOC. #_) 755E MULBERRYAVE, STE. 600 ABSTRACT 182 WATER &SEWER EASEMENT PEDESTRIAN ACCESS EASEMENT (31' MAX) (DOC, SCHERTZ# (0.069 AC.) SAID COUNTY IN DOC# 1' NON VEHICULAR ACCESS EASEMENT SOLMS WATER SUPPLY CORPORATION 103 SAN ANTONIO, TX 78212 EASEMENT (VOL. 139, PG 249) V.N.A.E. = VARIABLE WIDTH LANDSCAPE BUFFER AND VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN (DOC. # 201406044146) ACCESS EASEMENT (DOC. # PEDESTRIAN ACCESS EASEMENT (15.50' MAX) VARIABLE WIDTH LANDSCAPE BUFFER AND F.I.R. = PEDESTRIAN ACCESS EASEMENT (19.50' MAX) OVARIABLE WIDTH LANDSCAPE BUFFER S.I.R. = AND PEDESTRIAN ACCESS EASEMENT VARIABLE WIDTH PRIVATE DRAINAGE EASEMENT 10' PRIVATE DRAINAGE EASEMENT A S.I.R. = VARIABLE WIDTH CLEAR VISION EASEMENT 20' PRIVATE DRAINAGE EASEMENT 80 220' LANDSCAPE BUFFER VARIABLE WIDTH LANDSCAPE BUFFER, (DOC. #-) PRIVATE DRAINAGE EASEMENT & PEDESTRIAN ACCESS EASEMENT 20'ELECTRIC, GAS, TELEPHONE, 90 16'WATER EASEMENT & CABLE T.V. EASEMENT (DOC #-) Y WATER EASEMENT <* 30' PRIVATE DRAINAGE& GRADING EASEMENT TRANSMISSION LINE EASEMENT (DOC, #-) O100' (DOC, 9906021806) O 20' GRADING & PRIVATE SANITARY SEWER EASEMENT DRAINAGE EASEMENT O16' (DOC #_ ) (DOC. # 50' DRAINAGE EASEMENT TO EXPIRE 30 31' ELECTRIC, GAS, TELEPHONE, CABLE T. V, PEDESTRIAN UPON INCORPORATION INTO PLATTED STREET (DOC. #_) ACCESS, VEHICULAR ACCESS, GAS, ELECTRIC, TELEPHONE, CABLE TV., WATER &SEWER EASEMENT ,� 43x60'R.O.W DEDICATION TO THE C/TYOF (DOC, SCHERTZ# (0.069 AC.) SAID COUNTY IN DOC# 15' ELECTRIC, GAS, TELEPHONE, & CABLE SOLMS WATER SUPPLY CORPORATION 103 T. V, EASEMENT (DOC. #-) EASEMENT (VOL. 139, PG 249) V.N.A.E. = VEHICULAR NON ACCESS EASEMENT VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN CHANNEL EASEMENT 104 ACCESS EASEMENT (DOC. # (VOL, 100, PG 211) SANITARY SEWER AND 20'ELECTRIC, GAS, TELEPHONE, & CABLE O20' WATER EASEMENT (DOC. # ) TV., EASEMENT (DOC. #-) STATE OF MASSACHUSETTS 20'ELECTRIC, GAS, TELEPHONE, & CABLE COUNTY OF SUFFOLK <* TV., EASEMENT (DOC. # -) J, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE HOMESTEAD UNIT IA 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. GUADALUPE VALLEY ELECTRIC COOPERATIVE THIS THE DAY OF BY DEPUTY OWNER: ILF N-T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617-221-8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED ' KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF -A.D._ NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 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 , 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 3421 PAESANOS PKWY, SUITE 101 SAN ANTONIO, TEXAS 78231 PHONE: 210-979-8444 FAX- 210-979-8441 C. M. GANA GAN SURVEY NO, 258 ABSTRACT 182 TRACT 40.00ACRES BV2 LIMITED PARTNERSHIP VOL. 1654 PG. 902) - 1— 1 5> OUJ Uj W:z . ... ... .... ... ... 1% ANNLIJAL. CHAN11"-E (100YR) FEPRXI FLOOD il1lAP 440 OF . ..... . . . 505, NO 4809 1 C0440F DA TED SEPTEE-MBER 2, 2009 I*V ENGINEERS + SURVEYING 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 Phone #: (210) 979-8444 • Fax #: (210) 979-8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 1 8 MATCHLINE "G" SEE THIS SHEE G) C) per t O C) C-) 's 0 z �A co U- nZ I 64.5 ACRES AURORA JEAN SARA PACHECO (DOC. 9806002004) TRACT 0 , 00 ACRES 4400 RBV2 LIMITED PARTNERSHIP (VOL, 1654 PG, 902) LEGEND F.I.R. = FOUND!12" IRON ROD S.I.R. = SET!12 "IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" STATE OF TEXAS COUNTY OF COMAL A S.I.R. = SET %" IRON ROD WITH YELLOW CAP STAMPED "KFW EASEMENT" 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL /I COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS R.O.W. = RIGHT-OF-WAY REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO ESMT = EASEMENT WHICH THIS APPROVAL IS REQUIRED. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE_ DAY OF_ A.D. _ AT_ M. O.P.R. = OFFICIAL PUBLIC RECORDS DATED THIS DAY OF A.D. 20 AND DULY RECORDED THE DAY OF-A.D,_AT M. IN THE RECORDS OF G,ETTV.E = GAS, ELECTRIC, TELEPHONE, CABLE TV., SAID COUNTY IN DOC# EASEMENT CITY ENGINEER V.N.A.E. = VEHICULAR NON ACCESS EASEMENT IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, Z = TXDOT TYPE // MONUMENT THIS DAY OF Z THIS PLAT OF THE HOMESTEAD UNIT IA HAS BEEN SUBMITTED TO AND -A.D._. N.B.U. = NEW BRAUNFELS UTILITIES CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF COUNTY CLERK COMAL COUNTY, TEXAS SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. G.V.EC. = GUADALUPE VALLEY ELECTRIC COOPERATIVE DATED THIS DAY OF A.D. 20 BY DEPUTY P.O.B. = POINT OF BEGINNING - ORIGINAL SURVEY LINE BY' THIS SUBDIVISION PLAT OF HOMESTEAD UNIT IA SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. THIS PLAT OF THE HOMESTEAD UNIT IA HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 BY.' NEW BRAUNFELS UTILITIES CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF GUADALUPE 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 SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. _. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY: DEPUTY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY FINAL PLA T ESTABLISHING HOMESTEAD UNIT IA A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. Date: Apr 29, 2016, 4:23pm User ID: jlei DRAWN BY. LM File: P:I392I011021001DesigniCiviliPlatIFINAL PL392010200 ENTRY.dwg SHEET 6- OF 8- Date: Apr 29, 2016, 4:23pm User ID: jlei DRAWN BY: LM File: P: I392I01i 021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg — N SEE SHEET 8 OF 8 FOR \0 35 M ° LINE AND CURVE TABLES co - A ° SEE PLATTING NOTES ON PAGE 1 OF 8 1+ TE - - - -- —___ ° -_ ENGINEERS +SURVEYING — _ --------------- 00 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 INTERSTATE 35 `�- SCALE; �� 100' Phone #: (210) 979-8444 •Fax #: (210) 979 -8441 TBPE Firm #: 9513 TBPLS Firm #: 10122300 (VARIABLE WIDTH (V ROW) o - �. LU 0 50 100 150 200 _ __ ... _......._ „_k.... . ...... , _._ .. Zw W LEGEND LOT 27 68.74 A O. C[ F.I. R. = Qp i 2 „IRON ROD O PAGE: 488 GR /D:D6, D7 BLOCK 17 VARIABLE ARIABLE WIDTH i SANiTA° ' \ 2 OWNER: MFP REALTY, LP W W S.I.R. = SET %2” IRON ROD WITH BLUE CAP STAMPED "KEW SURVEYING" SEWER EASEMENT - -'` 755 E. MULBERRY AVE. STE, 600 SAN co A S.I.R. = SET %2" IRON ROD WITH YELLOW CAP "KFW (VOL` % PG' 20'x) ANTONIO, TX 78212 STAMPED EASEMENT" L OCA T/OlV MAP DO 201406044146) 2i140644146) R.O.W. = RIGHT -OF -WAY KEYNOTES > 20' LANDSCAPE BUFFER (DOC. # j 6 ESMT = EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS O 15'ELECTRIC, GAS, TELEPHONE, & CABLE TV. EASEMENT , 20'ELECTRIC, GAS, TELEPHONE, & CABLE 6.6696 ACRES 1 ,I F ZEPEDA SURVEY NO 257 G.E.TTVE, = GAS, ELECTRIC, TELEPHONE, CABLE TV., O2 16'SANITARY SEWER EASEMENT ✓ T.V. EASEMENT (DOC. # ) LOCHS P,, MARIA A & ABSTRACT 686 EASEMENT O20' SANITARY SEWER AND 30' PRIVATE DRAINAGE & GRADING WATEREASEMENT 10 EASEMENT (DOC. # ) LINDA L. MARTINEZ / \� V.N.A.E. = VEHICULAR NON ACCESS EASEMENT RIGHT DEDICATION �DOe✓. 7V60373 OC 9 0 033 %44' ® 5' -OF -WAY 20' GRADING & PRIVATE DRAINAGE TO TXDOT (0.04 ACRES). 1 EASEMENT (LAND # ) O20' ELECTRIC, GAS, TELEPHONE, 5 & CABLE T.V. EASEMENT O 31' ELECTRIC, GAS, TELEPHONE, CABLE IV., 12 PEDESTRIAN ACCESS, VEHICULAR ACCESS, 16 r `� / 2 11 ® = TXDOT TYPE 1l MONUMENT N.B.U. = NEW BRAUNFELS UTILITIES ' S42 °44'03 "W 31.87' ' ©10' ELECTRIC, GAS, TELEPHONE, WATER, & SEWER EASEMENT (DOC. # ) & CABLE T.V. EASEMENT C20 30.79' C52 ' G. V.E.C. = GUADALUPE VALLEY ELECTRIC COOPERATIVE 15' ELECTRIC, GAS, TELEPHONE, &CABLE OVARIABLE WIDTH ELECTRIC, GAS, 13 T V., EASEMENT (LAND # ) L5 L _ _ _ _ _ _ _ _ _ _ _ _ _ J P.O.B, = POINT OF BEGINNING TELEPHONE, & CABLE T.V. EASEMENT VARIABLE WIDTH LANDSCAPE AND PEDESTRIAN ®20'x20'ELECTRIC, GAS, TELEPHONE, •14 ACCESS EASEMENT DOC. # ( ) SET %" IRON ROD WITH A PINK DETAIL "N" _� ORIGINAL SURVEY LINE & CABLE T.V. EASEMENT O VARIABLE WIDTH LANDSCAPE BUFFER AND � 20' ELECTRIC, GAS, TELEPHONE, & CABLE PEDESTRIAN ACCESS EASEMENT (31' MAX) \ IV., EASEMENT (DOC. # ) SQUARE PLASTIC CAP STAMPED D "KFW SURVEYING REFERENCE POINT" SCALE: 1 " =20' — — — — — — — — — — — — — — — — — — — 1' NON VEHICULAR ACCESS EASEMENT 20' ELECTRIC, GAS, TELEPHONE, &CABLE 16 T.V., EASEMENT (DOC. # ) 19 SEE VARIABLE WIDTH LANDSCAPE BUFFER AND ... DETAIL -X PEDESTRIAN ACCESS EASEMENT (15.50' MAX) THIS ©1 VARIABLE WIDTH LANDSCAPE BUFFER AND / ` C� 1 �... ""� i `� ��������� / � �► 16 r ' ( 2 G76 ' x0 L14 CZ S PEDESTRIAN ACCESS EASEMENT (19.50' MAX) / VARIABLE WIDTH LANDSCAPE BUFFER AND /� \ ' \ G13 - S51 °02'20 "E 38 .93' 744091N <.?g ©1 � � C134 \ N40 68.43' I PEDESTRIAN ACCESS EASEMENT VARIABLE WIDTH PRIVATE DRAINAGE /, G9� EASEMENT ` �, 16 \ 457 C105 ` C48 \ L---------- ' — 16 — — — — — — — — — — — — — — — — — 1 10' PRIVATE DRAINAGE EASEMENT © N1331 F - C135 - - - \ - - - - -J "M" DETAIL „Or, VARIABLE WIDTH CLEAR VISION EASEMENT , I I Q 20' PRIVATE DRAINAGE EASEMENT I • I DO \ Cep \ / I I ( 1p \ DETAIL AN SCALE: 1 " =20' \ � SCALE: I"=20' WIDTH LANDSCAPE BUFFER, PRIVATE ti�� I mac ` 19 �VARIABLE ( DRAINAGE EASEMENT & PEDESTRIAN ACCESS EASEMENT % �g2' I AT \ I ti�0./ 01, � r _________________ r 16' WATER EASEMENT / F I I j , I I j , INTERS'T'ATE 35 10 YWATER EASEMENT ' ® 16 of I� N59 °2141'E 947.70' 100' TRANSMISSION LINE EASEMENT ' HOMESTEAD PARKWAY (DOC.9906021806) 1 LOT 904 I ' I ( Ls - -- - - - - - -- - -- ' �^ vim' _ IMLS ' _ HOMESTEAD PARKWAY 1$4.56' C142 — — 5 -•L 131 I� 16' SANITARY SEWER EASEMENT 2 (DON. # ) BLOCK 3 ' I GRID: N= 13778736.83 ' o o v I (� ' o O L ^3 134— J ' (0.36 ACRE) 50' DRAINAGE EASEMENT TO EXPIRE UPON O INCORPORATION INTO PLATTED STREET , (LANDSCA E) �� E= 2217610.43 ' �� , I \"'3' if ^ v I I I ' S ( p / �> r rn °' ° — LOT 903 BLOCK 35 6 19 (Doc. # ) I i 43'x60' R.O.W. DEDICATION TO THE CITY OF �. � I ( I o° ( /^ � I ( °j L92 o (0.06) CRES) / (LANDSCAPE) SCHERTZ # ) (0.069 AC.) 16 SOLMS WATER SUPPLY CORPORATION EASEMENT (VOL. 139, PG 249) \ \ I 16 01 U) '' 6 CHANNEL EASEMENT (VOL. 100, PG 211) I `� ( ` I ' LOT 900 BLOCK 5 N59 °21'41 "E 104.68' W Y LOT 900 ' 129 BLOCK 33 20' SANITARY SEWER AND WATER ( I 6g� 1 / \ I c,36 5 ACRES / ( ( ) & DRAII AGE) ¢ O a, I (1.19 ACRES) _ EASEMENT (DOC. # ) � Gg1 �� (LANDSCAPE (LANDSCAPE) STATE OF MASSACHUSETTS COUNTY OF SUFFOLK �. _ ....1 ... ,.r �. ++.....1 ...► ,,.. DETAIL "T" 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED SCALE. 1"=30' HEREIN AS THE HOMESTEAD UNIT 1A OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER DETAIL "A" ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND DETAIL 'X" PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION SCALE: 1 " =40' SCALE: 1 " =40' THEREIN EXPRESSED. THIS THE DAY OF STATE OF TEXAS OWNER: ILF N -T OWNER, LP COUNTY OF COMAL T N ST 500 BOYLSTON STREET, SUITE 2010 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS BOSTON, MA PHONE: 617-221-8400 116 REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE_ DAY OF_ A.D. _ AT_ M. STATE OF MASSACHUSETTS DATED THIS DAY OF A.D. 20 AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF COUNTY OF SUFFOLK SAID COUNTY IN DOC# BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED CITY ENGINEER KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. THIS DAY OF A.D. THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED TO AND GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF COUNTY CLERK, COMAL COUNTY TEXAS SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY DEPUTY NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS BY., STATE OF TEXAS CHAIRPERSON COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY BY: SECRETARY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT REGISTERED PROFESSIONAL ENGINEER THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A STATE OF TEXAS APPLICATION. RE, SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COUNTY OF GUADALUPE KEW ENGINEERS COOPERATIVE, INC. FOR EASEMENTS. 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS STATE OF TEXAS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF A.D. AT M. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COUNTY OF BEXAR FINAL PLA T ESTABLISH /NG AND DULY RECORDED THE _ DAY OF A.D. AT _ M. IN THE RECORDS OF HOMESTEAD UNIT IA I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SAID COUNTY IN DOC# A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT UTILITIES ON THE DAY OF 20 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND TERESA A. SEIDEL BY., THIS DAY OF A.D. BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 NEW BRAUNFELS UTILITIES COUNTY CLERK, GUADALUPE COUNTY, TEXAS REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, LLC 3421 PAESANOS PKWY, SUITE 101 BY DEPUTY RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC SAN ANTONIO, TEXAS 78231 RECORDS OF GUADALUPE COUNTY, TEXAS. PHONE: 210 - 979 -8444 FAX: 210 - 979 -8441 SHEET 7 OF 8 Date: Apr 29, 2016, 4:23pm User ID: jlei DRAWN BY: LM File: P: I392I01i 021001DesigniCiviliPlatIFINAL _PL392010200_ENTRY.dwg SEE PLATTING NOTES ON PAGE 1 OF 8 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 33.09' 40.00' 17.56' 47 °24'13" 32.16' S35'3934 "W C2 376.27' 380.00' 205.18' 56'44'01" 361.09' S16 °2433 "E C3 621.52' 1450.00' 315.61' 24'3332" 616.77' S3202947 "E C4 5.84' 5.00' 3.30' 66'5423" 5.51' S53'40'13 "E C5 394.65' 155.00' 505.12' 145'5254" 29636' S14'10'57 "E C6 3,99' 225.00' 1.99' 1'00'54" 3.99' S69 °43'16 "W C7 35.32' 496.38' 17.67' 4'04'36" 35.31' N49 °43'08 "W C8 709' 65.10' 3.55' 6'14'15" 7.08' N59'3633 "E C9 5.84' 5.00' 3.30' 66'5423" 5.51' S25'18'19 "W CIO 34.87' 1450.00' 17.43' 1'22'40" 34.87' S7'27'33 "E C11 231.24' 4450.00' 115.65' 2'5838" 231.21' S8'15'32 "E C12 10.45' 25.00' 5.30' 23'57'17" 10.38' S89'14'32 "E C13 5.27' 25.00' 2.64' 12'04'22" 5.26' S72'4438 "W C14 321.30' 4450.00' 160.72' 4 °08'13" 321.23' 51202941 "E C15 41.48' 225.00' 20.80' 10'3345" 41.42' S75'30'36 'W C16 1.46' 175.00' 0.73' 0'28'40" 1.46' S69'5923 "W C17 6.34' 25.00' 3.19' 14 °3223" 6.33' S62'2852 "W C18 193.62' 4450.00' 96.82' 2'2934" 193.60' S23'10'09 "E C19 155.42' 1350.00' 77.80' 6'3547" 155.34' S27042'50 "E C20 3.45' 59_10' 1.73' 3'20'42" 3.45' S58'09'47 "W C21 16694' 1450.00' 83.56' 6'3547" 166.84' N27 °42'50 "W C22 43.87' 508.45' 21.95' 4'5636" 43.86' S4504857 "E C23 22.99' 15.00' 14.44' 87'4835" 20.80' N70'30'53 "W C24 254.15' 225.00' 142.56' 64043'03" 240.85' N58'58'07 "W C25 64.58' 60.00' 35.82' 61'40'06" 61.51' N21'2647 "W C26 5604' 550.75' 28.04' 5'4946" 56.01' S24'4358 "E C27 546.49' 4550.00' 273.57' 6'5254" 546.16' N10 °12'40 "W C28 26.76' 1350.00' 13.38' 1'08'08" 26.76' N7'2O'17 "W C29 6.38' 5.00' 3.70' 73'03'51" 5.95' N44 °26'17 "W C30 361.36' 155.00' 361.43' 133'3431" 284.91' N14'10'57 "W C31 6.38' 5.00' 3.70' 73'03'51" 5.95' N16'04'23 "E C32 312.45' 1350.00' 156.93' 13 °15'39" 311.76' N27 °0523 "W C33 1107.42' 730.00' 691.76' 86'55'07" 1004.25' N77 °10'46 "W C34 47.36' 71.00' 24.60' 38'13'15" 46.49' S44'59'10 "W C35 16214' 196724' 81.17' 4'43'31" 162.19' S33 °2229 "E C36 344.87' 375.00' 185.71' 52'41'34" 332.85' N11 030'06 "W C37 22.02' 15.00' 13.53' 84'06'47" 20.10' N4012'31 "E C38 172.58' 1957.00' 86.34' 5'03'09" 17252' 51003838 "E C39 35.53' 275.00' 17.79' 7 °24'09" 35.50' N49'57'59 "E C40 38.20' 25.00' 23.95' 87'3247" 34.59' S82'3333 "E C41 1 112.55' 1143.00' 56.32' 5 °38'30" 112.50' S41'3624 "E C42 107.38' 42500' 53.98' 14'2833" 1 107.09' S42'04'47 "W C43 56.80' 225.00' 28.55' 14'27'50" 56.65' S72'57'10 "W C44 13.22' 4050.00' 1 6.61' 0'11'13" 13.22' N35 °3837 "W 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE HOMESTEAD UNIT 1A 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 DAYOF OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617 - 221 -8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 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 DAYOF A.D. CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C45 447.37' 1434.50' 225.52' 17'52'07" 445.56' S36 °3455 "E C46 10.66' 491.25' 5.33' 1'14'38" 10.66' S22 °2624 "E C47 15.51' 59.10' 7.80' 15'02'16" 15AT S30'34'51 "E C46 42.03' 61.25' 21.88' 39'18'46" 41.21' S57'4522 "E C49 76.35' 128.76' 39.34' 33 °5834" 75.24' S60'2523 "E C50 47.76' 5115' 25.77' 53'2343" 4605' S70'07'52 "E C51 46.79' 71.00' 24.28' 37'4527" 45.95' N40 °32'12 "W C52 42.03' 61.25' 21.88' 39'18'46" 41.21' S36 °50'03 "W C53 76.77' 128.75' 39.56' 34'09'46" 75.64' S34 °1533 "W C54 4691' 4625' 25.70' 58 °06'39" 44.92' S22 °17'06 "W C55 148.74' 155.00' 80.66' 54'58'55" 143.10' N25'06'51 "E C56 205.28' 1381.00' 102.83' 8'31'00" 205.09' S31 °54'22 "E C57 208.81' 4465.50' 104.43' 2'40'45" 208.79' S8'06'36 "E C58 29.59' 25.00' 16.80' 67 °48'56" 27.89' S43 021'26 "E C59 33.79' 25.00' 20.05' 77 °2653" 31.28' S27 °59'01 "W C60 796.22' 4469.50' 399.17' 10012'25" 795.17' S15'50'39 "E C61 39.20' 25.00' 24.93' 89 °50'20" 35.31' S65'52'01 "E C62 33.79' 25.00' 20.05' 77'2653" 31.28' S16 °29'14 "W C63 157.67' 1369.50' 78.92' 6'3547" 157.58' S27 °42'50 "E C64 1.26' 122.75' 0.63' 0'35'16" 1.26' S43'43'38 "E C65 20.42' 1450.00' 10.21' 0'4825" 20.42' S32'34'31 "E C66 163.85' 1986.74' 81.97' 4'43'31" 163.80' S33 °2229 "E C67 167.93' 2036.24' 84.01' 4'43'31" 167.88' N33 °2229 "W C68 163.37' 1419.00' 81.77' 6'3547" 163.28' S27 042'50 "E C69 38.99' 25.00' 24.73' 89'22'10" 35.16' N20'5344 "E C70 724.98' 4519.00' 363.27' 9'11'31' 724.20' N19'11'36 "W C71 38.99' 25.00' 24.73' 89'22'10" 35.16' N59 °16'55 "W C72 38.99' 25.00' 24.73' 89 °22'10" 35.16' N31 °20'54 "E C73 517.87' 4519.00' 259.22' 6'3358" 517.59' N10 °03'12 "W C74 63.37' 497.25' 31.73' 7'18'05" 63.32' N10'25'15 "W C75 17.09' 65.10' 8.59' 15'02'16" 17.04' N21 °35'26 "W C76 44.88' 65.00' 23.37' 39 °33'26" 43.99' N48 °53'18 "W C77 54.06' 122.75' 27.48' 25 °14'00" 53.62' N56 °03'01 "W C78 55.53' 57.25' 30.17' 55'34'16" 53.38' N71 °13'08 "W C79 2043' 1434.50' 10.22' 0'48'58" 20.43' N32'42'12 "W C80 46.14' 67.25' 24.02' 39'18'46" 45.24' N36'50'03 "E C81 46.85' 122.75' 23.71' 21'52'00" 46.56' N28006'40 "E C82 70.86' 75.85' 38.25' 53'3141" 68.31' N12'16'49 "E C83 1.20' 59.10' 0.60' 1'09'55" 1.20' N37 °31'02 "W C84 11415' 497.25' 57.38' 13'09'50" 113.99' N21'03'56 "W C85 581.11' 1381.00' 294.92' 24 °06'34" 1 576.83' N39'42'08 "W C86 112.14' 414.75' 56.41' 15'29'31" 111.80' N39 °56'04 "W C87 69.47' 45.00' 43.80' 88'27'00" 62.77' N76'2449 "W C88 6.65' 4.25' 4.22' 89'3545" 5.99' N75 °50'27 "W CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C133 13.77' 1455.00' 6.89' 0 °3232" 13.77' S15'42'50 "E C134 99.47' 71.00' 59.87' 80 °16'26" 91.54' S14010'57 "E C136 17.06' 71.00' 8.57' 13'4555" 17.02' N5'43'25 "E C141 10.73' 35.00' 5.41' 17 °34'23" 10.69' N22 °15'23 "W C142 14.59' 1 35.00' 7.40' 23'53'06" 14.49' N47025'08 "E THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 1A SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS COOPERATIVE, INC. FOR EASEMENTS. STATE OF TEXAS AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY THIS PLAT OF THE HOMESTEAD UNIT 1A HAS BEEN CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF- 20 BY: NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 KFW ENGINEERS & SURVEYING, INC. 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 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C89 117.89' 1447.75' 58.98' 4 °39'56" 117.86' S33'2233 "E C90 5.74' 2.00' 14.57' 164'22'01" 3.96' S46'28'29 "W C91 133.65' 377.25' 67.53' 20'17'55" 132.95' N41 °11'32 "W C92 6.71' 4.25' 4.28' 90'24'15" 6.03' N14'09'33 "E C93 47.36' 71.00' 24.60' 38 °13'15" 46.49' N44 °59'10 "E C94 43.50' 71.00' 2245' 35'06'03" 42.82' S49'07'37 "E C95 39.27' 25.00' 25.00' 90'00'14" 35.36' N69'25'04 "W C96 55.22' 35.00' 35.25' 90'24'15" 49.67' S14 °09'33 "W C97 300.85' 1403.00' 151.00' 12'17'10" 300.27' S37'11'10 "E C98 169.95' 4469.50' 84.99' 2'10'43" 169.94' S23 °19'35 "E C99 510.05' 4450.00' 25631' 6'34'02" 509.77' N17'50'49 "W C100 751.05' 4550.00' 376.38' 9 °2727" 750.20' S19'13'55 "E C101 122.48' 150.00' 64.89' 46'47'04" 119.11' N30052'14 "E C102 39.27' 25.00' 25.00' 90'00'00" 35.36' S9'15'46 "W C103 5.55' 25.00' 2.78' 12'4233" 5.53' N60 °37'02 "E C104 33.72' 25.00' 19.99' 77 °17'27" 31.22' S74'2258 "E C105 33.10' 61.25' 16.97' 30 °58'00" 32.70' N53 °3459 "W C106 18.53' 25.00' 9.71' 42'28'01" 18.11' S56'01'53 "E C107 12.85' 4450.00' 6.43' 0 009'56" 12.85' S9 °39'53 "E C108 23.71' 25.00' 12.83' 54'20'57" 22.84' N39'31'59 "E C109 1445' 4450.00' 722' 0 011'10" 1445' S10'31'10 "E C110 20.02' 4519.00' 10.01' 0 °15'14" 20.02' S16'21'12 "E C111 21.57' 60.00' 10.90' 20 °36'03" 21.46' N28 °43'02 "W C112 20.00' 4519.00' 10.00' 0 °15'13" 20.00' S19'12'38 "E C113 23.40' 225.00' 11.71' 5'5728" 23.39' N50'46'05 "W C114 23.95' 4519.00' 11.98' 0 °18'13" 23.95' S21 °19'19 "E C115 16.33' 4450.00' 8.16' 0 °12'37" 16.33' S13'4837 "E C116 16.32' 4469.50' 8.16' 0 °12'33" 16.32' N13'51'40 "W C117 15.00' 4450.00' 7.50' 0 °11'35" 15.00' S14'28'00 "E C118 15.00' 4469.50' 7.50' 0'11'32" 1&00' N14 °28'02 "W C119 20.02' 4469.50' 10.01' 0'15'24" 20.02' N16 °2247 "W C120 20.02' 4450.00' 10.01' 0 015'28" 20.02' S16- 2325 "E C121 20.00' 4450.00' 10.00' 0'15'27" 20.00' S19 °12'19 "E C122 20.00' 4469.50' 10.00' 0'1523" 20.00' N19 °12'24 "W C123 110' 150.00' 0.85' 0'3858" 1.70' N53 °56'17 "E C124 10.00' 1369.50' 5.00' 0'25'06" 10.00' N26'40'1I "IN C125 10.00' 1350.00' 5.00' 0'2528" 10.00' S26'40'05 "E C126 16.00' 425.00' 8.00' 2'09'27" 16.00' S35 °55'14 "W C127 19.64' 12.50' 12.50' 90'00'14" 17.68' N69 °25'04 "W C128 76.20' 155.00' 38.88' 28'09'57" 75.43' S13 °5728 "E C129 63.08' 155.00' 1 31.99' 23 °19'09" 62.65' N14 °02'11 "IN C130 159.83' 155.00' 87.84' 59'04'57" 152.85' S57'3456 "E C131 158.62' 155.00' 87.04' 58'38'00" 151.79' S29'26'30 "W C132 149.53' 155.00' 81.16' 55'16'26" 143.80' N53'19'59 "W 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 CITY AS TO WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAYOF , A.D. 20 CITY ENGINEER LINE TABLE LINE LENGTH BEARING L1 20.00' S30'38'19 "E L2 62.81' S11 °57'28 "W L3 52.79' S64 °4746 "W L4 1.25' N78 °4649 "E L5 50.00' S11'13'11 "E L6 7.21' S78 °4649 "W L7 44.76' N57 040'53 "E L8 50.00' S19'46'17 "E L9 39.61' S35'44'14 "E L10 31.00' S58'59'1 7"W L l l 383.79' N31 °00'43 "W L12 5.23' N56'2926 "E L13 69.00' S54 °15'46 "W L14 603' N29 °06'34 "W L15 2.80' N31 °00'43 "W L16 110.23' N24 °2456 "W L17 1.25' S65 03449 "W L18 50.00' N24 °25'11 "W L19 122.51' S65 °3449 "W L20 56.56' N26'3636 "W L21 23.79' S88'40'21 "IN L22 138.38' NO'33'1I "E L23 139.82' N5 °33'30 "W L24 52.81' N80 °3643 "W L25 98.98' N37 043'10 "E L26 83.47' N28 °56'00 "W L27 40.59' N10'11'23 "E L28 60.00' N13 °58'00 "W L29 50.00' N13'58'00 "W L30 1.04' N76 °02'00 "E L31 20.00' N30 °38'19 "W L32 7.53' N65 °3449 "E L33 7.25' S76 °02'00 "W L34 81.33' N14 °04'18 "W L35 25.20' N31 °02'35 "W L36 37.35' S31'02'35 "E L37 16.76' S31'02'35 "E L38 14.00' N59 °2141 "E L39 32.38' N66 °2637 "E L40 16.19' N66 °2637 "E L41 621' N76'02'00 "E L42 85.23' N24'2456 "W L43 135.55' N24 °2456 "W L44 171.71' S59 °21'41 "W L45 1012.13' N59 °2141 "E L46 119.44' N75 °09'19 "W THIS PLAT OF THE HOMESTEAD, UNIT 1A 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 GUADALUPE COUNTY CLERK OF SAID COUNTY. DO HEREBY CERTIFY THAT THIS LINE TABLE LINE LENGTH BEARING L47 72.31' N46'3552 "W L48 71.35' S8'43'09 "E L49 90.54' S13 °10'36 "W L50 5.67' N53'40'03 "E L51 51.16' N55'09'30 "W L52 27.81' S7 °26'47 "E L53 6.00' S65'3449 "W L54 1.25' S54'15'46 "W L55 1.25' N54'15'46 "E L56 5.23' S56 °2926 "W L57 5.23' S38'05'59 "E L58 23.14' S45'30'59 "E L59 2.80' N31'00'43 "W L60 11.55' N54'15'46 "E L61 81.63' N35'44'14 "W L62 57.24' S35'44'14 "E L63 50.00' S35 °44'14 "E L64 15.23' S35'44'14 "E L65 4.75' N75'49'03 "E L66 46.49' S44'59'10 "W L67 42.82' N49'07'37 "W L68 46.49' N44'59'10 "E L69 45.95' S40'32'12 "E L70 5.00' N30038'19 "W L71 84.42' S24 03633 "W L72 375.44' N25'4858 'W L73 15.86' N69'07'10 "E L74 15.81' S69 °07'10 "W L75 13.11' N78'4649 "E L76 17.51' S78 °4649 "W L77 31.41' N76'02'00 "E L78 48.00' S76'02'00 "W L79 68.80' N40'02'45 "E L80 73.16' N25'02'45 "E L81 58.87' S64'57'15 "E L82 16.00' N67'24'20 "E L83 16.00' N26- 4538 "E L84 19.90' N64'44'10 "E L85 19.89' S64 °44'10 "W L86 19.50' N75'26'12 "E L87 19.50' S75'26'12 "W L88 19.52' N76'02'00 "E L89 19.52' 576'02'00 "W L90 19.50' N70'26'51 "E L91 19.50' S70'2651 "W L92 22.50' S59 °21'41 "W STATE OF TEXAS COUNTY OF COMAL I*V ENGINEERS + SURVEYING 3421 Paesanos Pkwy, Suite 200, San Antonio, TX 78231 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 LINE TABLE LINE LENGTH BEARING L93 17.35' S6'46'13 "E L94 18.51' 553'02'42 "W L95 17.35' S6'46'13 "E L96 18.51' S53'02'42 "W L97 17.35' N6 °46'13 "W L98 18.51' S53'02'42 "W L99 17.35' N6'46'13 "W L100 18.51' S53 °02'42 "W L101 20.00' S6'46'13 "E L102 15.50' N83 °13'47 "E L103 20.00' 56046'13 "E L104 15.50' N83'13'47 "E L105 20.01' S35'44'14 "E L106 20.00' S54 °15'46 "W L107 19.39' N35'44'14 "W L108 31.52' S13 °10'12 "E L109 15.25' N13 °10'12 "W L110 23.47' S48'43'51 "W Lill 17.06' N48 °43'51 "E L112 73.94' N5'44'46 "E L113 70.87' S5 °44'46 "W L114 9.81' N56'15'34 "E L115 20.41' N43'44'06 "W L116 15.50' N83 °13'47 "E L117 31.00' N83013'47 "E LIM 19.50' N63 °11'56 "E L119 19.50' S63 °11'56 "W L120 56.53' S55'09'30 "E L121 j 23.70' S56 °04'09 "E L122 14.35' N61'5028 "W L123 20.00' S30 °39'10 "W L124 15.00' S65 °35'04 "W L125 2.50' N24'2456 "W L126 3.50' S65 °3449 "W L129 3,00' S58'5725 "W L130 27.47' N1305725 "E L131 2.11' N31'02'35 "W L132 11.63' N31'02'35 "W L133 48.16' N13 05725 "E L134 1.81' S59 °21'41 "W 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 DAYOF A.D. AT M. IN THE RECORDS OF 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 SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY: DEPUTY SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, COMAL COUNTY, TEXAS BY DEPUTY THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION, AGENT FOR CBOLO CREEK MUNICIPAL AUTHORITY FINAL PLA T ESTABLISHING HOMESTEAD UNIT 1A A 47.87 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. Date: Apr 29, 2016, 4 :24pm User ID: jlei DRAWN BY. LM File: P: I392I01i 021001DesigniCiviliP latIFINAL_PL392010200_ENTRY.dwg SHEET 8 Ot 8 • TO: Planning and Zoning Commission CASE: PC2016 -002 Homestead Subdivision Unit 1 B SUBJECT: Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit 1 B, an approximately 23 acre tract of land situated in the J. F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. GENERAL INFORMATION: Owners: ILF N -T Owner, LP, Jesse Baker Schertz Cibolo Universal City ISD Applicant: ILF N -T Owner, LP, Jesse Baker Project Engineer: KFW Engineering & Surveying, George Weron, P.E. APPLICATION SUBMITTAL DATE: January 11, 2016 (Original Application) April 5, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 23 acres of land establishing 97 single family residential lots with a minimum lot size of 6,600 square feet as dictated by the Planned Development District Design standards in Ordinance 14 -S -29. The site is zoned Planned Development District (PDD). This final plat was reviewed using the PDD Ordinance 14 -S -29 design standards and the current UDC, Ordinance 11 -S -15 as amended. The preliminary plat was approved by the Planning and Zoning Commission on December 16, 2015. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This unit is designed to have one (1) point of access from Homestead Parkway which will be constructed with Unit 1 A, and one (1) point of access from Black Butte. Prior to recording this final plat, the final plat for Homestead Unit 1A must be filed with the County Clerk's office. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with the 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 or heritage trees which will be removed. A tree preservation plan has been provided and the applicant is requesting to plant tree to satisfy the mitigation requirements. Staff is working with the applicant on a mitigation plan which will be in place prior to the recording of the final plat. PARKS: An approximately 15 acre public park with improvements is being proposed with this subdivisions as well as approximately 56 acres of private open space. The overall recreation and open space master plan was reviewed by the Parks and Recreation Advisory Board and approved as part of the PDD Ordinance 14 -S -29. The open space and parkland amenities will include both passive and active areas, as well as pathway and hike and bike trails which will provide links between the city park, open spaces, neighborhoods and the SCUCISD school site. Open space and park improvements will include amenities such as playscapes, sports courts, playing fields, pavilions, picnic tables, and natural water features. No parkland is being dedicated with this plat. The applicant is working with staff on a Community Facility Agreement related to the dedication and improvements of the public parkland. This agreement must be executed prior to the recording of the first plat in the subdivision. PUBLIC SERVICES: The site is serviced by Schertz water and sewer, NBU, AT &T, Time Warner Cable, and Center Point Energy. 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 for this plat have been conditionally approved by Public Works and Engineering Department. Water and Sewer: The 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 drainage report has been reviewed and approved by the City Engineer. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision. All sidewalks will be designed to meet City of Schertz Specifications. Road Improvements: All streets will be developed to City of Schertz specifications. STAFF ANALYSIS AND RECOMMENDATION: The final plat is consistent with applicable requirements, ordinances and regulations for the property. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. iN 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 Map Exhibit Date: Mar 31, 2016, 10 :00am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg q KEY NOTES N.B.U. NOTES: NOTES: 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE q 15' ELECTRIC, GAS, TELEPHONE, MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. CABLE TV. EASEMENT PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING O NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE l*v &o' E T TELEPHONE, LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT O CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED m & CABLE T.V. EASEMENT CONFLICT WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, THE CITY OF SCHERTZ A 4 N SHEET 1 ENDANGER OR INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY o L R O 100' TRANSMISSION LINE EASEMENT BRAUNFELS UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE ENGINEERS +SURVEYING .y (DOC. 9906021806) APPLICABLE PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID O VARIABLE WIDTH ELECTRIC EASEMENT GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN 2 DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 Fax #: 0) 41 (VOL. 772, PG. 225) AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IT. PRIVATELY MAINTAINED BY PROPERTY OWNERS. TBPE Firm #: 9513 TBPLS Fir #: 10122300 22300 V 5 i O 1' NON ACCESS EASEMENT UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE (VOL 6, PG. 763) � DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES t 10' ELECTRIC, GAS, TELEPHONE, EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND O AND BUILDING PERMITS. &CABLE T. V. EASEMENT SERVICE. qI N SG��� , •• (VOL. 6, PG. 763) • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE 29' DRAINAGE EASEMENT O (VOL, 7, PG, 203) FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A 3. THE MAINTENANCE ON ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS O ,. FENCED AREA. 6 15'UTIL ITYEASEMENT O • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ TO INCLUDE BUT NOT LIMITED TO LOT 901 BLOCK 1. - SHEET -Z - (VOL. 6, PG. 763) DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. SCALE. 1'�= 100' MAPSCO PAGE: 488 GRID: D7_ • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE 4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL L OCA T /ON MAP SHEET INDEX N.T.S. EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY NO.48187C0090F, DATED NOVEMBER 2, 2007, THE SUBJECT PROPERTY IS NOT WITHIN N.T.S. EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS THE 100 -YR FLOODPLAIN. 0' 50' 100' 150' 200' LEGEND UTILITIES. 5. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOT. F.I.R. = FOUND % "1RONROD - - -- S.I.R. = SET %2" IRON ROD WITH BLUE SEE SHEET 2 OF 2 FOR 6 THIS PLAT CONSISTS OF 97 BUILDABLE "SF -55" LOTS. LINE AND CURVE TABLES CAP STAMPED "KFW TATE OF TEXAS SURVEYING" OUNTY OF GUADALUPE R.O.W. = RIGHT -OF -WAY , (WE) THE OWNER(S) OF A PORTION OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED ESMT = EASEMENT EREIN AS THE HOMESTEAD UNIT 1 B OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED O•P.R, = OFFICIAL PUBLIC RECORDS ERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, ARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE 1 G.E.TTV.E. URPOSE AND CONSIDERATION THEREIN EXPRESSED. = GAS, ELECTRIC, TELEPHONE, 214 AC- CABLE T. V., EASEMENT ,P THIS THE DAY OF REALTY 146) 7 VN.A.E. = VEHICULAR NON ACCESS # 20140604 w EASEMENT COMAL COUNTY ( " - ORIGINAL SURVEY - , Lagm 4 REM FOR a ,. ,7&1 7 L3TLTL7 WNER: SCHERTZ-CIBOLO-UNIVERSAL CITY INDEPENDENT SCHOOL DISTRICT LINE T4L "• rL1 ,.71LT2 4 t GUADALUPE COUNTY 02637 060 ELBEL ROAD N66 "E 241.33' CHERTZ, TX 78154 HONE: 210- 945 -6200 -° ' AC` . FzVEy 57.83' 43.29' 140.21' ..,.... 86`32' AX.' 210- 945-6292 68.274 RF- 67.33' MFG' 6044146) �.F. 2E �O 2SL 2 5974, tV �o Ns BLOCK 1 (COC. '$ --^." ST *ACT 685 59.74' U'ss 11 p ry STATE OF TEXAS 1B 73.11' 1 rnu �m� 10 >°o COUNTY OF GUADALUPE 68.5$' BLOCK CO o Y 1147'11 $3'^ S (2VF 65 °02 42 E 12 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED 5 KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE _ 1•F' �EPEDA N53 84.40' 257 o / 47.45" N P�- FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE NO, 1 56.75' W CZ 41 w 4\ 12?10 ,40 o o o 02 - 55.00' N STIR W ^ 7.n ro o o NT �py Cg Sg9 PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. LOT 26 GRID: AB 55'00` w N M 18 N N 17 y 16 o h 15 oW 9 o6'y3,� ��• `� I 9 [- Jj,•CC�(? N= 13779307.95 55.00' w _ 10 c� 19 M ° 20 T o 1288y, GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. E = 2216876.60 ° ° N � 0. g5p01 ° 21 N 55. 55.00' 1 m o i- 22 ° go 13 1 'o 125.36, BLGCK w ° 23 0 � 100.83' w o ° 24 °o M _ _ _ _ °o 1 15400' \cli S50 °0 y32 "W NOTARY PUBLIC GUADALUPE COUNTY TEXAS 114.48' w ° 25 10.11' -- 52.60' 52.59' °o 52.60' 5277 S76 °p2, Op "w o F 26 cu cn .---' 4443' C25 27 °� F U 1 55.00' 5500, �. _ o 55.0p o G9 k��� 8 0 I r „-- F - " 55 00, 4 n 12B5T ry THE FAIRWAYS AT o v ss, y 55.00 �. 00' ^E 396.59' C35 - ST a ST6° 155 0 0200 "w 7T - 265 iy SCENIC HILLS, UNIT 36 r 29 ...,- 42 !, �- 55 22.1.16' _ - 55.00' r453-02- 44, 67.9T _ s7.s1' TA ro o h. Rh'ANT�- (VOL. 7 PG. 203) 1 / »86, 55.00, 22.17' _ 400 ' G2 UJ U 1 7 58.22' i' '20.35'? 5761, ST6 °p2pp,w26L y33 1 ?gam ro 66 � ANT HILL 2 09 3 t C24 0 4' TARR 'E 406.16' S$.2� GZ °02'42' 1 �- .� 5722, 303' M ST 9° 055° S80 ps 37° N53 5$.22' rn ro ' W W 58.22' o W B4Op' O M p J.F. ZEPEDA SURVEY bo �� �' 58.22' 3 n� 6, oo^• N W �_ a� = o/ 6 NO. 257 co u5 rn 30 58.22' - ' 3 22 � 23 v 24 25 1188' k 21 `° ?v Q o 2p ABSTRACT 471 6 ' N Z . S 3 4.67' M 20 n ^ CO M 19 1 M ° h 26 o h 00' b a M 1 N o/ 3227„ d N w O r U o� 18 ° °� z ^ 27 w A RE ACRES MAIMING PORTION OF 522 1$ A v h c o �h P. SAN MIGUEL._ - N67 °02'33'E 50, ^ w M z L9 25' 25' m o 17 cn 70 °2933' 28 ry o M a° o h OWNER: ILF N -T OWNER, LP gL0 � °° 29 0 / 5 CK 130.51' STATE OF MASSACHUSETTS SURVEY NO. 256 I ° " 47.25' 48.97 47.9 >' 16 �„ °r°i 0° / a 2O y. 500 BOYLSTON STREET, SUITE 201 fl 2 o' 1 01' e 6 COUNTY OF SUFFOLK ABSTRACT 227 f BLOC 19 o, 31 6, 15 � n O( 2 58.2 L19 3q. 15 I ° LLB P BL O( 58.26' 0 h STg° BOSTON, MA 02116 S767 S75 °4 ' 50" 3p 55 "fV 22s' (DOC. # 201406044206) I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED rf 2 � � � � �L � 58.26' J 1 5826 __ 5722, W 25' 2 y. 5 HEREIN AS THE HOMESTEAD UNIT 1 B OF SCHERTZ, TEXAS AND WHOSE NAME 1S ! SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER THE RIDGEATjSCENIC 65 °39'59'E 122.78' N ^ U I 58.26' s8 oo' 4 0 5735,/ 305 b ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND HILLS= UNIT 1 LACES REON SHOWN FOR THE PURPOSE AND CONSIDERATION (VOL, 6 PG. 763) 58.26' N M � 83.61` �� n U N H I N E A S y2os8, y EE SyEET PUBLIC EXPRESSED. THIS THE DAY OF MATS •+" "'� _ - 2 OF ""' -.ft \ 2 / .010, \ � SURVEYOR NOTES: \ OWNER: ILF N -T OWNER, LP 1 ` 1. 112" DIAMETER REBAE WITH A SLUE 500 BOYLSTON STREET, SUITE 2010 1 ` PLASTIC CAP STAMPED FW "K BOSTON, MA 02116 BLOCK 1 SURVEYING" SET AT ALL CORNERS PHONE: 617 -221 -8400 � UNLESS NOTED OTHERWISE. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS STATE OF MASSACHUSETTS � HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL ` 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM COUNTY OF SUFFOLK REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO f ESTABLISHED FOR THE TEXAS SOUTH WHICH THIS APPROVAL IS REQUIRED. / / ` CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983, BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE 11p 12' DATED THIS DAY OF A.D. 20 / L11 J 3. THE COORDINATES SHOWN HEREON ARE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE ' A REMAINING PORTION OF GRID WITH A COMBINED SCALE FACTOR PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. CITY ENGINEER ' 522.18 ACRES ' OF 1.0001567, OWNER: ILF N -T OWNER, LP GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. o cr) ' o -r THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED TO AND o 4. THE ELEVATIONS FOR THIS SURVEYARE 500 BOYLSTON STREET, REED ' BASED ON NAVD88 GEOID03). CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF ' HALL EY SUITE 2010 I SCHERTZ, TEXAS AND 1S HEREBYAPPROVED BY SUCH COMMISSION, NOCKL BOSTON, MA 02116 THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE (DOC. # 201406044206) / CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS DATED THIS DAY OF A.D. 20 _ PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT BY' � APPLICATION. CHAIRPERSON 218.26- W STATE OF TEXAS COUNTY OF BEXAR BY. S76°p2'00 SECRETARY AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. / THIS PLAT OF THE HOMESTEAD UNIT 1B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 STATE OF TEXAS COUNTY OF GUADALUPE BY. GEORGE WERON, P.E. DETAIL "A n NEW BRAUNFELS UTILITIES REGISTERED PROFESSIONAL ENGINEER NO. 98203 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS SCALE. 1 " =30' KFW ENGINEERS & SURVEYING, INC. STATE OF TEXAS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF _ A.D. AT M. FINAL PLA T ESTABLISHING COUNTY OF BEXAR HOMESTEAD UNIT 1 B AND DULY RECORDED THE- DAY OF A.D. AT_ M. IN THE RECORDS OF A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & 1 HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH SAID COUNTY IN DOC# GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP THIS DAY OF A.D. REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 COUNTY CLERK, GUADALUPE COUNTY, TEXAS THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, LLC RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC 14603 HUEBNER RD. BLDG. 40 BY.' DEPUTY RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN ANTONIO, TEXAS 78230 POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227.SHEET 9 OF 2 FAX 210 - 979 -8441 Date: Mar 31, 2016, 10 :00am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg LINE TABLE LINE LENGTH BEARING L1 120.64' S6 °46'13 "E L2 1.04' S76 °02'00 "W L3 50.00' S13 °58'00 "E L4 60.00' S13 °58'00 "E L5 83.47' S28 °56'00 "E L6 98.98' S37 °43'10 "W L7 52.81' S80 °3643 "E L8 18.31' SO °33'11 "W L9 50.00' S15 °3424 "E L10 50.00' S60 °21'07 "W L11 110.12' S76 °02'00 "W LINE TABLE LINE LENGTH BEARING L12 66.72' S16 °53'03 "E L13 33.62' N29 °4233 "W L14 66.72' S16 °53'03 "E L15 66.50' S22 °5727 "E L16 80.07' S29 °3853 "E L17 75.75' S22 °5727 "E L18 7.28' N70`2933 "E L19 20.32' N70 °2933 "E L20 47.13' S29 °3853 "E L21 35.90' S77 °21'49 "W L22 90.55' N60`21'07 "E CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 546.49' 4550.00' 273.57' 6 °5254" 546.16' S10 °12'40 "E C3 64.58' 60.00' 35.82' 61 °40'06" 61.51' S21 °26'47 "E C4 20.77' 15.00' 12.44' 79 °19'39" 19.15' S69 °18'43 "E C5 13.36' 225.00' 6.68' 3 °24'08" 13.36' N72`4332 "E C6 42.99' 175.00' 21.60' 14 °04'29" 42.88' S67 °2321 "W C7 23.56' 15.00' 15.00' 90 °00'00" 21.21' N15 °21'07 "E C8 309.48' 60.00' 37.84' 295 °31'46" 64.01' S69'33'51 "W C9 14.91' 15.00' 8.13' 56 °5624" 14.30' S8 °51'32 "W CIO 83.62' 524.98' 41.90' 9 °07'35" 83.53' N15 °02'52 "W C11 1 24.47' 15.00' 1 15.94' 93 °2856" 21.85' S57 '13'33 "E C12 9.01' 975.00' 4.50' 0 031'45" 9.01' S75 °46'07 "W C13 24.19' 15.00' 15.64' 92 °23'17" 21.65' S29 °18'36 "W C14 55.96' 250.00' 28.10' 12 °49'31" 55.84' S23 °17'48 "E CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C15 22.56' 1&00' 14.03' 86 °10'39" 20.49' S72 °4753 "E C16 278.74' 60.00' 64.14' 266 °10'40" 87.64' N17 °12'08 "E C17 67.15' 300.00' 33.72' 12 °49'31" 67.01' S23 °1748 "E C18 24.19' 15.00' 15.64' 92 °23'17" 21.65' N63'04'41 'W C19 236.93' 975.00' 119.05' 13 °5524" 236.35' S63 °4558 "W C20 22.63' 15.00' 14.10' 86 °27'09" 20.55' S13 °3441 "W C21 61.31' 525.00' 30.69' 6 °41'26" 61.27' S26 °18'10 "E C22 9.70' 15.00' 5.03' 37 °02'50" 9.53' N41 °28'52 "W C23 131.14' 50.00' 188.38' 150 °16'13" 9665' S15 007'50 "W C24 9.74' 1 15.00' 5.05' 37 °13'14" 9.57' N71 °39'19 "E C25 220.67' 550.00' 111.84' 22 °59'18" 219.19' S64'32'21 "W C26 24.09' 15.00' 15.54' 92 °01'17" 21.58' N30 °01'21 "E LC27 28.85' 474.98' 14.43' 3 °2846" 28.84' N17 °4341 "W CURVE TABLE KEY NOTES LEGEND MA DELTA CHORD CHORD BEARING C28 1&38' 15.00' 844' 58 °4358" 1,171' N48 °50'03 "W O 5'ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT F.I.R. F.LR. = � FOUND ROD TCHLINE 65 °39'S9'E 'A ,, " � 122 N57 °13'33 "W C30 15.00' 98' 86`31'04" 62.95' 64.60' C31 58.82 64 -30' L1 S70 °2933 "hl 5290' O 10'ELECTRIC, GAS, TELEPHONE, S.I.R. = SET % "IRON ROD WITH BLUE 6 2 78' 0 15.00' 58 03' 58.03' 58 S55 °05'03 "w C33 475.00' BLOCK2 11.86, 6 °41'26" & CABLE T. V. EASEMENT S26 °18'10 "E CAP STAMPED "KFW ( 32 4I -6 - 60.73' 58.28' C35 200.61' 500.00' 101.67' 22 °59'18" 199.27' S64'32'21 'W 1 O 100' TRANSMISSION LINE EASEMENT M cn SURVEYING" `O I °21'07 "E , N °" U M o U 4i N ( 1 to W `i' W 6 `O `-o W o o ° W c°jy 6, `b M M co (DOC.9906021806) R.O.W. = RIGHT -OF -WAY I N60 0 50' v w w W v v v �? 9 8 7 0 0 6 BL 16.37 120.00' O M S 0. v C3 10 M 120.00' 0 ° N M `, 2 VARIABLE WIDTH ELECTRIC EASEMENT ESMT = EASEMENT 7 ° N I ° G 11 12 o N 11 b `co 37 o 0 5 D \t/ (VOL. 772, PG. 225) 57.oT 5707 57.08' ° o f 33 I o z5' 25' 14 N g., v 13 N PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE �- ° m ° � m � 1 I 'o � 2 NON ACCESS EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS 192.43' 1 In 122.46' O1' (VOL. 6, PG. 763) I I N60 °21'07 "E 10'ELECTRIC, GAS, TELEPHONE, = GAS, ELECTRIC, TELEPHONE, 120.00' _ _._. ,� 58.95' 55.68' S6.6P 57.14' --.._ --... OG.E.TTVE. ¢ & CABLE T. V. EASEMENT CABLE TV., EASEMENT o 8 1 34 o (° �---- ._ 58.25' 58.00' 58.00' 56.11' ro 5662' 6, PG. 763 (VOL. ) V N.A.E. = VEHICULAR NON ACCESS 0 ¢ O� 52.96' S56 °48'16 "W 286.16' w HOCKLEY HILL C31 O 29' DRAINAGE EASEMENT EASEMENT I N60 °21'07 "E ' q O (VOL. 7, PG. 203) 15'UTILITYEASEMENT (VOL. 6, PG. 763) = _ ORIGINAL SURVEY - LINE - - ( °0 1 E 120.00' 35 1 0° O S56 °48'16 "W 291.12' 57 07' 57.07' 57.08' _._. 16.3T 40_71' 57.23' - - C19_ 138.99' c��, -__.. CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C28 1&38' 15.00' 844' 58 °4358" 1,171' N48 °50'03 "W C29 24.47' 15.00' 15.94' 93 °28'56" 21.85' N57 °13'33 "W C30 22.65' 15.00' 14.12' 86`31'04" 20.56' N32 °4627 "E C31 344.00' 1025.00' 173.63' 19 °13'44" 342.38' S66 °25'08 "W C32 24.49' 15.00' 15.96' 93 °32'51" 21.86' S76 °25'19 "E C33 55.47' 475.00' 27.77' 6 °41'26" 55.44' S26 °18'10 "E C34 33.16' 25.00' 19.53' 76 °00'09" 30.78' S15 °02'38 "W C35 200.61' 500.00' 101.67' 22 °59'18" 199.27' S64'32'21 'W SEE PLATTING NOTES ON PAGE 1 OF 2 S75og225', W N 4 roa o° W 5 ? 3 ^.o° a h 2 +5.6.'61' 6.23, 52 77 \ 580 Q' PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAYOF OWNER: SCHERTZ-CIBOLO-UNIVERSAL CITY INDEPENDENT SCHOOL DISTRICT 1060 ELBEL ROAD SCHERTZ, TX 78154 PHONE: 210- 945 -6200 FAX 210- 945 -6292 STATE OF TEXAS COUNTY OF GUADALUPE 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 DAYOF A.D. M U NOTARY PUBLIC GUADALUPE COUNTY TEXAS STATE OF MASSACHUSETTS 120.23 W COUNTY OF SUFFOLK C, 46.45' 57.08 _ _ - N60 °21'07 "E I HEREIN AS THE HOMESTEAD UNIT 1B OF SCHERTZ, TEXAS AND WHOSE NAME IS I --- --- �' 013 9 Uj e- M ..................._._..._..... v ! m I N60 °21'07 "E I W O I (- 1 W W a 11 °o ° °o N STATE OF TEXAS U co CO `� °0 120.00' ( 12 ° 1 t ° w v o v 0o 15 W o o 14 o 0 a 13 .- 12 W N7 3 0657'E O h �' N COUNTY OF GUADALUPE Q. 10 U C I 36 0 I 18 0 v 17 v a 16 r ° `- M N M M cn w 138 68' V �� 1 °21'07 "E h 1 r 0 ( M M M co CK 3 N56 °48'16 "E 'v ro 10 0 50' v 1, (WE) THE OWNER(S) OFA PORTION OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED _..._. N60 P BL 16.37 M O M 2S HEREIN AS THE HOMESTEAD UNIT 18 OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED C3 ( 120.00' I 1 N ^' ^ / HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, 11 b `co 37 o u N56 °48'16 "E 57.oT 5707 57.08' 40.77' 57.17 S60 °05'16 "W N66 °0573'E ' o PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE 1- ° � m � I 'o � . 1 1 67.99' 5208' S56 °48'16 "W 192.43' 97 94' 122.46' PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAYOF OWNER: SCHERTZ-CIBOLO-UNIVERSAL CITY INDEPENDENT SCHOOL DISTRICT 1060 ELBEL ROAD SCHERTZ, TX 78154 PHONE: 210- 945 -6200 FAX 210- 945 -6292 STATE OF TEXAS COUNTY OF GUADALUPE 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 DAYOF A.D. OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617 -221 -8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 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 DAYOF A.D. M U NOTARY PUBLIC GUADALUPE COUNTY TEXAS STATE OF MASSACHUSETTS 120.23 W COUNTY OF SUFFOLK °> W I 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED N60 °21'07 "E I HEREIN AS THE HOMESTEAD UNIT 1B OF SCHERTZ, TEXAS AND WHOSE NAME IS I SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER j CL ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND 9 PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION v THEREIN EXPRESSED. c\j Z I THIS THE DAYOF W O I OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617 -221 -8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 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 DAYOF A.D. T N60 °21'07 "E ^ 1 S60 °21'07 "W °o U o C N 1 120.00' ^ o O 8 ° 1 26 r) il I MCI 20 13 (°o N m N60'1 727"E I m 39 `'� W 1 120.00' N h 120.43' 6C _ _........ N60 °21'07 "E 1 0 S60 °21'07 "W N I 1 120.00' 21 7 35' 14 I �I 40 io ��) �M I 5 0' I 120 00' o� 48 °4g45 "E 00' vyF,c� 1 � S76 Q2,° p w �l 2 '94OCK3 M N53 °52'22 "E X158.50' I %v 3 s ss N60 °21'07 "E CV M N 70' ' 0 G 16 25' 25' S60 °21'07"W co a� 128. 00 120.00' 1 N \ bo/ 15 I° 1 41 1 22 z 6 u 1 0 N60 °21'07 "E 1 120.00' 2 ^ IKOO' S60 °21'07 "W g 5 ro 16 42 I I g64• �' O 4 23 ry N60 °21'07 "E 120.00' o Q 17 i of 43 s6W21'07 "W 105.00' LACK " . i a. 1c, BLACK BUTTE BUTTE L22 C6 73.11_ 17.44' , � 3 18 6 1 2 2 O � W ... p CO o o 19 2 1 o N of 41 °oN 40 Z C BLOCK 4 25.67' �..... �^ 73.11' cq _ I_. S60 °21'07"W 42, 20 98.78' U. 21 NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 23.76 ACRES BOARD OF TRUSTEES OF THE STATE OF TEXAS SCHERTZ-CIBOLO UNIVERSAL CITY COUNTY OF BEXAR INDEPENDENT SCHOOL DISTRICT (VOL. 4176 PG. 283) 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. v N ui CV r i0i0 °21,0�e) A REMAINING PORTION OF 522.18 ACRES 120.00' OWNER: ILF N -T OWNER, LP C4 500 BOYLSTON STREET, SUITE 2010 C5 BOSTON, MA 02116 (DOC, # 201406044206) U GRID: N = 13778902.36 E = 2218007, 04 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1B 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 I*V ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 N SCALE. 1 "= 100' 0' 50' 100' 150' 200' ;11.0,6, R (Co Q p / 3p65.14� OF2 120 68, 3 o 2 a 1 06' v 25 25 � / S,9 "O5S w yy �O 7 017, U Q g o 6 O L FC11 h '' `K 1 r \03�n- y. 6 17 SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg M U U ( 120.23 W W I N60 °21'07 "E I I I I ( 1 9 I U v c\j Z I I ' I O I I p p o °o ° °o N I 9 12 ° 1 1 1 38 I I 1 N60 °17'27 "E � �°+ J� � �2 I Q Q I 120.00' o 120.3 o 00' vyF,c� 1 � S76 Q2,° p w �l 2 '94OCK3 M N53 °52'22 "E X158.50' I %v 3 s ss N60 °21'07 "E CV M N 70' ' 0 G 16 25' 25' S60 °21'07"W co a� 128. 00 120.00' 1 N \ bo/ 15 I° 1 41 1 22 z 6 u 1 0 N60 °21'07 "E 1 120.00' 2 ^ IKOO' S60 °21'07 "W g 5 ro 16 42 I I g64• �' O 4 23 ry N60 °21'07 "E 120.00' o Q 17 i of 43 s6W21'07 "W 105.00' LACK " . i a. 1c, BLACK BUTTE BUTTE L22 C6 73.11_ 17.44' , � 3 18 6 1 2 2 O � W ... p CO o o 19 2 1 o N of 41 °oN 40 Z C BLOCK 4 25.67' �..... �^ 73.11' cq _ I_. S60 °21'07"W 42, 20 98.78' U. 21 NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 23.76 ACRES BOARD OF TRUSTEES OF THE STATE OF TEXAS SCHERTZ-CIBOLO UNIVERSAL CITY COUNTY OF BEXAR INDEPENDENT SCHOOL DISTRICT (VOL. 4176 PG. 283) 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. v N ui CV r i0i0 °21,0�e) A REMAINING PORTION OF 522.18 ACRES 120.00' OWNER: ILF N -T OWNER, LP C4 500 BOYLSTON STREET, SUITE 2010 C5 BOSTON, MA 02116 (DOC, # 201406044206) U GRID: N = 13778902.36 E = 2218007, 04 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1B 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 I*V ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 N SCALE. 1 "= 100' 0' 50' 100' 150' 200' ;11.0,6, R (Co Q p / 3p65.14� OF2 120 68, 3 o 2 a 1 06' v 25 25 � / S,9 "O5S w yy �O 7 017, U Q g o 6 O L FC11 h '' `K 1 r \03�n- y. 6 17 SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg N60 °21'07 "E 120.00' o Q 17 i of 43 s6W21'07 "W 105.00' LACK " . i a. 1c, BLACK BUTTE BUTTE L22 C6 73.11_ 17.44' , � 3 18 6 1 2 2 O � W ... p CO o o 19 2 1 o N of 41 °oN 40 Z C BLOCK 4 25.67' �..... �^ 73.11' cq _ I_. S60 °21'07"W 42, 20 98.78' U. 21 NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 23.76 ACRES BOARD OF TRUSTEES OF THE STATE OF TEXAS SCHERTZ-CIBOLO UNIVERSAL CITY COUNTY OF BEXAR INDEPENDENT SCHOOL DISTRICT (VOL. 4176 PG. 283) 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. v N ui CV r i0i0 °21,0�e) A REMAINING PORTION OF 522.18 ACRES 120.00' OWNER: ILF N -T OWNER, LP C4 500 BOYLSTON STREET, SUITE 2010 C5 BOSTON, MA 02116 (DOC, # 201406044206) U GRID: N = 13778902.36 E = 2218007, 04 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1B 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 I*V ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 N SCALE. 1 "= 100' 0' 50' 100' 150' 200' ;11.0,6, R (Co Q p / 3p65.14� OF2 120 68, 3 o 2 a 1 06' v 25 25 � / S,9 "O5S w yy �O 7 017, U Q g o 6 O L FC11 h '' `K 1 r \03�n- y. 6 17 SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg U. 21 NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 23.76 ACRES BOARD OF TRUSTEES OF THE STATE OF TEXAS SCHERTZ-CIBOLO UNIVERSAL CITY COUNTY OF BEXAR INDEPENDENT SCHOOL DISTRICT (VOL. 4176 PG. 283) 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. v N ui CV r i0i0 °21,0�e) A REMAINING PORTION OF 522.18 ACRES 120.00' OWNER: ILF N -T OWNER, LP C4 500 BOYLSTON STREET, SUITE 2010 C5 BOSTON, MA 02116 (DOC, # 201406044206) U GRID: N = 13778902.36 E = 2218007, 04 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1B 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 I*V ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 N SCALE. 1 "= 100' 0' 50' 100' 150' 200' ;11.0,6, R (Co Q p / 3p65.14� OF2 120 68, 3 o 2 a 1 06' v 25 25 � / S,9 "O5S w yy �O 7 017, U Q g o 6 O L FC11 h '' `K 1 r \03�n- y. 6 17 SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg U GRID: N = 13778902.36 E = 2218007, 04 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. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 1B 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 I*V ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 N SCALE. 1 "= 100' 0' 50' 100' 150' 200' ;11.0,6, R (Co Q p / 3p65.14� OF2 120 68, 3 o 2 a 1 06' v 25 25 � / S,9 "O5S w yy �O 7 017, U Q g o 6 O L FC11 h '' `K 1 r \03�n- y. 6 17 SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg SEE DETAIL -A SHEET 1 P. SAN MIGUEL SURVEY NO. 256 ABSTRACT 227 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) 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 (NADI OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 1 B HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAYOF 20 BY NEW BRAUNFELS UTILITIES GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 STATE OF TEXAS FINAL PLAT ESTABLISHING KFW ENGINEERS & SURVEYING, INC. COUNTY OF GUADALUPE HOMESTEAD UNIT 1B STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE _ DAY OF_ A.D. A 22.67 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & AT M. GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED DAY OF A.D. AT M. IN THE RECORDS OF 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT MADE ON THE GROUND. 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND SAID COUNTY IN DOC# BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF TERESA A. SEIDEL IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAYOF AD RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC KFW SURVEYING, LLC -A.D. RECORDS OF GUADALUPE COUNTY, TEXAS AND BEING OUT OF A SAN HTONIO, RD. BLDG. 40 COUNTY CLERK, GUADALUPE COUNTY, TEXAS POERTION OF A 23.76 ACRE TRACT OF LAND OUT OF THE P. SAN SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 MIGUEL SURVEY NO. 256, ABSTRACT 227. FAX 210 - 979 -8441 BY.' DEPUTY SHEET 2 OF 2 Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg Date: Mar 31, 2016, 10:01 am User ID: telseth DRAWN BY LM File: P :13921011021011DesignlCiviAPlat \FINAL_ PL3920102_U1.dwg TO: Planning and Zoning Commission PREPARED BY: Channary Gould, Planner CASE: PC2016 -003 Homestead Subdivision Unit 2 SUBJECT: Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit 2, an approximately 19 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. GENERAL INFORMATION: Owner/ Applicant: ILF N -T Owner, LP, Jesse Baker Project Engineer: KFW Engineering & Surveying, George Weron, P.E. APPLICATION SUBMITTAL DATE: January 11, 2016 (Original Application) April 5, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 19 acres of land establishing 75 single family residential lots with a minimum lot size of 6,600 square feet as dictated by the Planned Development District Design standards in Ordinance 14 -S -29. Code Area Square Feet Width ft. Depth ft "SF -55" 6,600 55 120 The site is zoned Planned Development District (PDD). This preliminary plat was reviewed using the PDD Ordinance 14 -S -29 design standards and the current UDC, Ordinance 11 -S -15 as amended. The preliminary plat was approved by the Planning and Zoning Commission on December 16, 2015. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This unit is designed to have one (1) point of access from Homestead Parkway which will be constructed with Unit 1 A, and one (1) point of access from Winkler Trail which will be constructed with Unit 3A. Prior to recording the final plat for this Unit, the final plat for Homestead Unit 1A must be filed with the County Clerk's office and the final plats for this plat and Homestead Unit 3A must be filed with the County Clerk's office simultaneously. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with the 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 or heritage trees which will be removed. A tree preservation plan has been provided and the applicant is requesting to plant tree to satisfy the mitigation requirements. Staff is working with the applicant on a mitigation plan which will be in place prior to the recording of the final plat. PARKS: An approximately 15 acre public park with improvements is being proposed with this subdivisions well as approximately 56 acres of private open space. The overall recreation and open space master plan was reviewed by the Parks and Recreation Advisory Board and approved as part of the PDD Ordinance 14 -S -29. The open space and parkland amenities will include both passive and active areas, as well as pathway and hike and bike trails which will provide links between the city park, open spaces, neighborhoods and the SCUCISD school site. Open space and park improvements will include amenities such as playscapes, sports courts, playing fields, pavilions, picnic tables, and natural water features. No parkland is being dedicated with this plat. The applicant is working with staff on a Community Facility Agreement related to the dedication and improvements of the public parkland. This agreement must be executed prior to the recording of the first plat in the subdivision. PUBLIC SERVICES: The site is serviced by Schertz water and sewer, NBU, AT &T, Time Warner Cable, and Center Point Energy. 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 for this plat have been conditionally approved by Public Works and Engineering Department. Water and Sewer: The 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 drainage report has been reviewed and approved by the City Engineer. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision. All sidewalks will be designed to meet City of Schertz Specifications. Road Improvements: All streets will be developed to City of Schertz specifications. STAFF ANALYSIS AND RECOMMENDATION: The final plat is consistent with applicable requirements, ordinances and regulations for the property. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. 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 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 Map Exhibit N CHI1 1 HOMESTEAD UNIT j , ,e.,e. wu,m, �,.,a, om r ��ma „h :oaa , 1 Inch =300 Feet 0 150 300 600 900 1,200 s COMMUNITY*SERVICE* OPPORTUNITY mmmm Feet Date: Apr 05, 2016, 11 :39am User ID: TElseth DRAWN BY LM File: P: 139210110214\ DesignlCivi l\Plat\FINAL_PL3920102 U2.dwg M I .- -_- _ — SURVEYOR NOTES: LEGEND 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. 5 U 1. 1/2" DIAMETER REBAR WITH A BLUE F.LR. = FOUND % " IRON ROD "KFW NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE IQFW lh SHEET 1 PLASTIC CAP STAMPED SURVEYING' SETTH ALL CORNERS S.I.R. = SET %2" IRON ROD WITH BLUE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED AW q UNLESS NOTED OTHERWISE. CAP STAMPED "KFW WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ o SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY Q — i .. 2. BEARINGS ARE BASED ON THE STATE SURVEYING" PLANE COORDINATE SYSTEM R.O.W. = RIGHT -OF -WAY TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID ENGINEERS +SURVEYING SHEET -2 ESTABLISHED FOR THE TEXAS SOUTH DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 G ESMT = EASEMENT Phone #: 979 •Fax #: 979 CENTRAL ZONE, NORTH AMERICAN PRIVATELY MAINTAINED BY PROPERTY OWNERS. (210) -8444 (210) -8441 GO DATUM (HAD) OF 1983. O.P.R. = OFFICIAL PUBLIC RECORDS TBPE Firm #: 9513 • TBPLS Firm #: 10122300 } 3. THE COORDINATES SHOWN HEREON ARE = GAS, ELECTRIC, TELEPHONE, 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY KEY NOTES SCALE: 7 "= X00" GRID WITH A COMBINED SCALE FACTOR G.E.LTV.E. OF 1.0001567. CABLE T.V., EASEMENT ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. O 15' ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT { 4. THE ELEVATIONS FOR THIS SURVEYARE V N.A.E. = VEHICULAR NON ACCESS BASED ON NAVD88 (GEOIDO3). EASEMENT 3. THE MAINTENANCE ON ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, 0' 2 16' SANITARY SEWER EASEMENT 50' 100' 150' 200' 0 Z O DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS 3O 12' PRIVATE DRAINAGE EASEMENT (0.03 AC.) z U ORIGINAL SURVEY LINE SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ TO INCLUDE BUT O Lu NOT LIMITED LOT 901 BLK 12, LOT 902 BLK 12, AND LOT 903 BLOCK 12. ® VARIABLE WIDTH DRAINAGE MAPSCO PAGE: 488 GRID :D6 a EASEMENT (o.28AC.) -I SHEET INDEX N.T.S. Sc Q SEE SHEET 2 OF 2 FOR 4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO.48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN O 100' EASEMENT AND RIGHT OF WAY O O LINE AND CURVE TABLES (DOC.9906021806) L0CATIONMAP THE 100 -YR FLOODPLAIN. N.r.s. U 5. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOT. GRID: J.F. ZEPEDA SURVEY J.F. ZEPEDA SURVEY NO. 257 ABSTRACT 471 6. THIS PLAT CONSISTS OF 75 BUILDABLE "SF -55" LOTS. N = 13780604.86 NO 257 ABSTRACT 635 E = 2219186.18 N.B.U. NOTES: MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE 04,6 „E P. SAN MIGUEL SURVEY 43 SOS PROPERTY OWNER. ANY INCLUDING LANDSCAPING UOR DRAINAGE FEATURES, S ANY SUBJECTED OF IT AND SHALL S40 52 Q,7�'' NO 256 ABSTRACT 227 �6• NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ?p ENDANGER OR INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR 2 ANY OTHER GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ' 3355" S03 ¢ 46' oo \ d s06 ADVANCE, WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, 9 o , F OR ANY PART OF IT 22 \ z 23 3 �69> • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE BLOCK 12 720 DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. >s ?A THIS EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND SERVICE. \ \ °' • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE _ \ �� o 24 v ?B63 FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN \ \X' '—' >N �� 4C60 A FENCED AREA. • S Npg014`S\ \ �'� - 0'16 °E `�?� ?5F Qo A REMAINING PORTION OF 522.13 ACRES DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. k6 54T p\ 54T 46, ( � OWNER: ILF N ] OWNER, LP • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE ° 150. 7 21 1 j28" IN �, 500 BOYLSTON STREET- SUITE 2010 EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY 25 " Sy BOSTON, MA 02116 EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS UTILITIES. _ 117.33' p'R °' � ('DOC. # 201406044206) NOGG N18 °5834 "W LS4b�� ^E 117 ...-- ° 63.274 AC. 55.44 55.44' OWNER: MFP REALTY, LP c � � U 64.10' � - 2Q THIS PLAT OF THE HOMESTEAD UNIT 2 HAS 755 E. MULBERRY AVE. STE. 600 20 M N / a v �2 LOT 903 BEEN SUBMITTED AND APPROVED BYNEW BRAUNFELS UTILITIES ON THE SAN ANTONIO, T�' 78212 0 29 120.00' M G� 53 rn N N o o ° DAYOF 20 DOC. #201406044146 ) o, "' 28 M N23 °3323 "W 26 K - 27 w z 4 BY L 50 zo ° 19 i 25' 25' 1 F 1 `�� S30 °53'25 "E NEW BRAUNFELS UTILITIES ^ 120.00' 40.28' 121.02' i" THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE °0 N23 °33'23 "W 105.00' 55.00' 38.60 $bk - O� a I °o °3323 "E 30 �o BLOCK 12 o CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT 4) 18 S23 198.60' C9 o b Y N MCCULLOCH GLENN r o\ °" S30 °53'25 "E tp PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEMAT pj n ( n LU o � o TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT � 120.00' W 121.18' APPLICATION. `� N23 °3323 "W U 36 S23 °33'23 "E 200.00' O G �o 10.61') 31 W by ° O 105.00 95.00' moo'/ O M �� 17 . r U o I v o 1 136.34 to AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 120.00' I M � 18 °o °19'07" W N m o Z ( 17 N23 °33'23 "W 0 °' I° N32 I 0 CO �p W w w S2 3323 "E �.: r` S23 °33'23 "E h 1 ° M 32 b '�. 16 I °° 120.00' NS 120.00' M I N o o U 120.00' (�z 16 U V t z�I �oU 19 N23 °33'23 "w o ' C14 o� ? ° S23 °3323 "E J 3 INKLER o ih ° 15 I 12 000' m . IL o , L " STATE OF MASSACHUSETTS n 1 h 5 0' o M o N28 °19'31 "W o I o o ' w C15 v v COUNTY OF SUFFOLK 120.00' 25' 25' I 5 °o o r �. •a...•� .... lU 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED a N23 '33'23 "W ° 20 ' ° v o S23 °33'23"E Z N o �- 1 i r 16 1 O HEREIN AS THE HOMESTEAD UNIT 2 OF SCHERTZ, TEXAS AND WHOSE NAME IS lz� 14 I � 120. z °5753 E BLOCK 14 M ° 0' / SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER o n o I o g32 I 1 °0 1 ¢ n ° 122'54 tCl ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND 120.00' 138.55' °3323 "W I ° 57'53 "E , S32° r PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION N23 0 I S23 °3323 "E 21 ° 510' n N / Q, THEREIN EXPRESSED. o ° o a 13 ° 120. I 25, 25 1 THIS THE DAY OF Cl o I o o E 148.49' 15 0 m� r v 1 h N23 °33'23 "W 120.00' ( °5 13 °n S32° 57'53' o on= NNIMM noun= 1 u , "E 2 C4 5q ° 0 OWNER: ILF N -T OWNER, LP n rr S2X33'23 "E 120.00' MATCHLINE A S32 °57'53 E T 2 OF 00 / L5 L¢ 1 500 BOYLSTON STREET, SUITE 2010 ' /BLO BOSTON, MA 02116 C3 14 PHONE: 617 -221 -8400 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS ( C3 HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL f REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO ' C2 STATE OF MASSACHUSETTS WHICH THIS APPROVAL IS REQUIRED. COUNTY OF SUFFOLK DATED THIS DAY OF A.D. 20 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 TOME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 2 HAS BEEN SUBMITTED TO AND CONSIDERED GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND 1S HEREBYAPPROVED BY SUCH COMMISSION. \ `♦ DATED THIS DAY OF A.D. 20 loop NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS BY DETAIL ' "A" STATE OF TEXAS CHAIRPERSON COUNTY OF BEXAR SCALE: 1 " =30' BY' 1 THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY SECRETARY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. STATE OF TEXAS GEORGE WERON, P.E. COUNTY OF GUADALUPE REGISTERED PROFESSIONAL ENGINEER NO. 98203 KFW ENGINEERS & SURVEYING, INC. 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS STATE OF TEXAS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF AT M. COUNTY OF BEXAR —A.D. FINAL PLAT ESTABLISHING AND DULY RECORDED THE_ DAY OF A.D. M. IN THE RECORDS OF HOMESTEAD UNIT 2 I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH _AT_ A 18.74 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. SAID COUNTY IN DOC# GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND THIS DAY OF A.D. BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP TERESA A. SEIDEL REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 COUNTY CLERK, GUADALUPE COUNTY, TEXAS THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 BY: DEPUTY RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC SAN ANTONIO, TEXAS 78230 RECORDS OF GUADALUPE COUNTY, TEXAS. PHONE.- 210 - 979 -8444 SHEET I OF 2 FAX 210 - 979 -8441 Date: Apr 05, 2016, 11 :39am User ID: TElseth DRAWN BY LM File: P: 139210110214\ DesignlCivi l\Plat\FINAL_PL3920102 U2.dwg LEGEND F.I.R. = FOUND %2" IRON ROD S.I.R. = SET %" IRON ROD WITH BLUE 12.48' CAP STAMPED "KFW L2 SURVEYING" R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS G.E.TTV.E. = GAS, ELECTRIC, TELEPHONE, CABLE T. V, EASEMENT V.N.A.E. = VEHICULAR NON ACCESS EASEMENT ORIGINAL SURVEY LINE KEY NOTES O 15' ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT 2O 16' SANITARY SEWER EASEMENT 3 12' PRIVATE DRAINAGE EASEMENT (0.03 AC.) 4 17' PRIVATE DRAINAGE EASEMENT (0.28 AC.) O100' EASEMENT AND RIGHT OF WAY (DOC.9906021806) 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 1.0001567. 4. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID03). STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE HOMESTEAD UNIT 2 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 OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617 -221 -8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK t± ) t 1 E �y 4g 1 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 TOME 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 SUFFOLK COUNTY MASSACHUSETTS 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. GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 KFW ENGINEERS & SURVEYING, INC. 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 210-979-8441 i tg t 4 i� SEE PLATTING NOTES ON PAGE 1 OF 2 MA TCHUNE `A " SEE DETAIL -A SHEET 1 SEE SHEET 1 OF 2 4 /i%f l Cl C45 AtVVC P 1500 ff° R O TIOAf ©BOaLCT TTOWNI` l 4 P. SAN MIGUEL SURVEY BOST `' 4-7- fi' 4P '3 NO. 256 ABSTRACT 227 (HOC' �O f q - 3u/72� "t?70 1 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 CITY AS TO WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 2 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 DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF GUADALUPE 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 SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY: DEPUTY SCALE: " = 900' 0' 50' 100' 150' 200' LINE TABLE LINE LENGTH BEARING L1 12.48' N32 °19'07 "W L2 105.57' S51 °17'06 "W L3 7.21' N78 °4649 "E L4 50.00' N11 °13'11 "W L5 1.25' S78 °4649 "W L6 51.32' N66 °2637 "E L7 47.25' N66 °2637 "E L8 5.23' S32 °19'07 "E L9 5.23' N32 °19'07 "W L10 56.31' S21 °5341 "W L11 95.64' S78 °4649 "W L12 95.64' S78 °4649 "W L13 48.65' N66 °2637 "E L14 56.31' N21 °5341 "E L15 39.64' S50 °50'49 "E L16 52.37' N87 °30'32 "W L17 20.65' S87 °36'07 "E L18 26.74' S76 °4337 "E CO N THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 2 HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 BY. NEW BRAUNFELS UTILITIES IQFW ENGINEERS + SURVEYING 14603 Huebner Rd, Bldg 40, San Antonio, TX 78230 Phone #: (210) 979 -8444 • Fax #: (210) 979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 321.30' 4450.00' 160.72' 4 °08'13" 32L23' N12 °2941 "W C2 5.27' 25.00' 2.64' 12 004'22" 5.26' N72 °4438 "E C3 10.45' 25.00' 5.30' 23 °57'17" 10.38' N89 °14'32 "W C4 231.24' 4450.00' 115.65' 2 °5838" 231.21' N8 °15'32 "W C5 8.90' 1&00' 4.59' 34 °00'42" 817' N57 03225 "E C6 301.74' 60.00' 43.48' 288 °08'13" 70.42' N4 °36'11 "E C7 21.53' 15.00' 13.09' 82 °13'40" 19.73' N72 °2633 "W C8 23.56' 15.00' 15.00' 90 °00'00" 21.21' S21 °26'37 "W C9 10.18' 15.00' 5.29' 38 °52'15" 9.98' S42'59'31 "E CIO 146.38' 50.00' 465.62' 167 "44'30" 99.43' N21 '2637 "E C11 10.18' 15.00' 5.29' 38 °52'15" 9.98' S85 °5244 "W C12 12.32' 75.00' 6.17' 9 °24'30" 12.30' S61 °4422 "W C13 24.85' 1&00' 16.35' 94 °5529" 22.10' S9 °34'23 "W C14 99.66' 1025.00' 49.87' 5 °34'15" 99.62' N35 °06'14 "W C15 101.80' 975.00' 50.95' 5 °5857" 101.76' N35 °18'35 "W C16 22.16' 15.00' 13.66' 84 °39'50" 20.20' N80 °3758 "W C17 76.66' 125.00' 39.58' 35 °08'26" 75.47' S39 °2754 "W C18 288.90' 525.00' 148.21' 31 °31'44" 285.27' N37 °3933 "E C19 9.56' 1&00' 4.95' 36 °31'34" 9.40' S35 °11'53 "W C20 150.16' 50.00' 721.52' 172 °04'18" 99.76' S77 '01'45 "E C21 9.81' 15.00' 5.09' 37 °27'20" 9.63' N9 °43'16 "W C22 193.29' 775.00' 97.15' 14`1725" 192.79' S21 °16'02 "E C23 22.80' 15.00' 14.26' 87 °05'52" 20.67' N57 °40'15 "W C24 22.80' 1&00' 14.26' 87 "05'52" 20.67' N35 013'53 "E C25 235.50' 775.00' 118.66' 17 °2437" 234.59' SO °23'16 "W C26 8.75' 15.00' 4.50' 33 °2421" 8.62' N7 °36'36 "W C27 109.67' 50.00' 97.43' 125 °40'08" 88.97' S38 °31'18 "W C28 9.14' 15.00' 4.72' 34 °5445" 9.00' N83 °5359 "E C29 31.82' 225.00' 15.94' 8 006'09" 31.79' S70 °2941 "W C30 39.27' 25.00' 25.00' 90 °00'00" 35.36' N21 °26'37 "E C31 20.53' 125.00' 10.29' 9 024'30" 20.50' S61 °4422 "W C32 107.33' 175.00' 55.41' 35 °0826" 105.66' S39 °2754 "W C33 43.29' 25.00' 29.38' 99 °12'36" 38.08' S77 °40'35 "E C34 486.02' 725.00' 252.54' 38 °2433" 47697' S8 °52'01 "E C35 24.48' 25.00' 13.32' 56 °06'21" 23.51' S38 °2326 "W C36 23.56' 15.00' 15.00' 90 °00'00" 21.21' N68 °3323 "W C37 23.22' 4450.00' 11.61' 0 °17'56" 23.22' S6'55'1 1"E C38 63.44' 4450.00' 31.72' 0 "49'01" 63,44' S7 °28'40 "E C39 62.41' 4450.00' 31.20' 0`48'13" 62.41' S8'17'1TE C40 82.17' 4450.00' 41.08' 1 °03'28" 82.16' S9 °13'07 "E C41 70.62' 4450.00' j 35.31' 0`5434" 70.62' SIO °52'52 "E C42 63.27' 4450.00' 31.64' 0 °4853" 63.27' SII'44'35 "E C43 64.55' 4450.00' 32.28' 0 °4952" 64.55' S12 '3357 "E C44 56.21' 4450.00' 28.11' 0 °4326" 56.21' S13 °20'36 "E C45 66.64' 1 4450.00' 33.32' 0`5129" 66.64' S14 °08'03 "E FINAL PLATESTABLISHAVG HOMESTEAD UNIT 2 A 18.74 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. SHEET 2 OF 2 Date: Apr 05, 2016, 11:39am User ID: TElseth DRAWN BY LM File: P: 139210110214\ DesignlCivi l\Plat\FINAL_PL3920102 U2.dwg • TO: Planning and Zoning Commission CASE: PC2016 -004 Homestead Subdivision Unit 3A SUBJECT: Consider and act upon a request for approval of a final plat of the Homestead Subdivision Unit 3A, an approximately 17 acre tract of land situated in the J.F. Zapeda Survey No. 257, Abstract 685, J.F. Zapeda Survey No. 257, Abstract 471 and the P. San Miguel Survey No. 256, Abstract 227, City of Schertz, Guadalupe County, Texas, generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. GENERAL INFORMATION: Owners/ Applicant: ILF N -T Owner, LP, Jesse Baker Project Engineer: KFW Engineering & Surveying, George Weron, P.E. APPLICATION SUBMITTAL DATE: January 11, 2016 (Original Application) April 5, 2016 (Revised Submittal) May 2, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 17 acres of land establishing 60 single family residential lots with a minimum lot size of 7,800 square feet as dictated by the Planned Development District Design standards in Ordinance 14 -S -29. The site is zoned Planned Development District (PDD). This final plat was reviewed using the PDD Ordinance 14 -S -29 design standards and the current UDC, Ordinance 11 -S -15 as amended. The preliminary plat was approved by the Planning and Zoning Commission on December 16, 2015. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is generally located on IH -35 North approximately 2,000 feet west of the intersection of HI -35 North and Schwab Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This unit is designed to have one (1) point of access from Homestead Parkway which will be constructed with Unit 1 A, and one (1) point of access from Winkler Trail which will be constructed with Unit 2. Prior to recording the final plat for this Unit, the final plat for Homestead Unit 1A must be filed with the County Clerk's office and the final plats for this plat and Homestead Unit 2 must be filed with the County Clerk's office simultaneously. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with the 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 not contain protected or heritage trees. PARKS: An approximately 15 acre public park with improvements is being proposed with this subdivisions as well as approximately 56 acres of private open space. The overall recreation and open space master plan was reviewed by the Parks and Recreation Advisory Board and approved as part of the PDD Ordinance 14 -S -29. The open space and parkland amenities will include both passive and active areas, as well as pathway and hike and bike trails which will provide links between the city park, open spaces, neighborhoods and the SCUCISD school site. Open space and park improvements will include such amenities as playscapes, sports courts, playing fields, pavilions, picnic tables, and natural water features. No parkland is being dedicated with this plat. The applicant is working with staff on a Community Facility Agreement related to the dedication and improvements of the public parkland. This agreement must be executed prior to the recording of the first plat in the subdivision. PUBLIC SERVICES: The site is serviced by Schertz water and sewer, NBU, AT &T, Time Warner Cable, and Center Point Energy. 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 for this plat have been conditionally approved by Public Works and Engineering Department. Water and Sewer: The 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 drainage report has been reviewed and approved by the City Engineer. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision. All sidewalks will be designed to meet City of Schertz Specifications. Road Improvements: All streets will be developed to City of Schertz specifications. 1. G GlG G ►O : x,M L 0 The final plat is consistent with applicable requirements, ordinances and regulations for the property. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. 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 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 Map Exhibit Date: May 02, 2016, 10:22am User ID: dzella DRAWN BY LM File: P:139210110213AIDesignlCivillPlatIFINAL PL3920lO2-U3A.dwg M J M SURVEYOR NOTES: 1. 112" DIAMETER REBAR WITH A BLUE NOTES: LEGEND KEY 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. F.I.R. = FOUND Y2" IRON ROD 10' ELECTRIC, GAS, TELEPHONE, (D PLASTIC CAP STAMPED "KFW & CABLE T.V. EASEMENT NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE SURVEYING" SETATALL CORNERS SJ,R, = SETY2" IRON ROD WITH BLUE CROSS-SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED KFW V SHEETI 0 16' SANITARY SEWER EASEMENT WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ 03 UNLESS NOTED OTHERWISE. CAP STAMPED "KFW SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY 2. BEARINGS ARE BASED ON THE STATE SURVEYING" TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE PLANE COORDINATE SYSTEM R.O.W. = RIGHT-OF-WAY EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID ENGINEERS + SURVEYING SITE ESTABLISHED FOR THE TEXAS SOUTH ESMT = EASEMENT DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE 3421 Paesanos Pkwy., Suite 200, San Antonio, TX 7823 7EWNERS. CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. PRIVATELY MAINTAINED BY PROPERTY Phone #: (210) 979-8444 • Fax #: (210) 979-8441 O.P.R. = OFFICIAL PUBLIC RECORDS SHEET -2 ,., - TBPE Firm #: 9513 TBPLS Firm #: 10122300 3, THE COORDINATES SHOWN HEREON ARE 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY G.E.T.TV.E. = GAS, ELECTRIC, TELEPHONE, t; ! r-­--­I GRID WITH A COMBINED SCALE FACTOR OF 1,0001567. ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES CABLE TV., EASEMENT AND BUILDING PERMITS. 4. THE ELEVATIONS FOR THIS SURVEY ARE VN.A.E. = VEHICULAR NON ACCESS 3. THE MAINTENANCE ON ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, BASED ON NA VD88 (GEOID03). EASEMENT DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ TO INCLUDE BUT SEE SHEET 2 OF 2 FOR NOT LIMITED LOT 900 BLK 10. MAPSCO PAGE: 488 GRID: E7 I LINE AND CURVE TABLES 4. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL L 0 CA TION MAP SHEET INDEX N.T.S. NO. 48187CO09OF DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN N.T.S. THE 100-YR FLOODPLAIN. SCALE.- 100' GVEC NOTES: 5. THIS PLAT CONSISTS OF 60 BUILDABLE "SF-65" LOTS. 1. ALL UTILITY EASEMENT ARE FOR THE CONSTRUCTION, 9 01 50' 100, 150' 200' MAINTENANCE (INCLUDING BUT NOT LIMITED TO REMOVAL OF 96 6. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOT. TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERGROUND UTILITIES. P, SAN MIGUEL SURVEY NO, 256 ABSTRAT227 c:) 0" C 2. PERMANENT FENCING IN UTILITY EASEMENTS, INCLUDING BUT 336.0 01 NOT LIMITED TO PAD MOUNTED TRANSFORMERS AND METER 07 F- LOCATIONS ARE PROHIBITED UNLESS INSTALLED ACROSS THE 91 11 S32' 703 8 4 7� EASEMENT IS A 12' WIDE HINGED GATE (TWO SID FOOT GATES OR 10.11, L-OcK (3 -0 S 5 c�l U) ONE TWELVE FOOT GATE) WHICH WILL BE KEPT UNLOCKED AT n 6 ° 2 6 ALL TIMES IN ORDER TO PROVIDE CONTINUOUS ACCESS FOR USE 10.71 -z' �:) BY THE COOPERATIVE FOR SERVICING THE ELECTRIC A REMAINING PORTION OF 522,18 ACRES M 7 A REMAINING PORTION OF 522,18 ACRES DISTRIBUTION SYSTEM. OWNER: ILF N-T OWNER, LP U) 8 At C L4 45 OWNER: ILF N-T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 6 1 Ul 5 6' C2 34A '9525, 500 BOYLSTON STREET, SUITE 2010 3, THE ESTABLISHMENT OF SHRUBBERIES, TREES OR OTHER z BOSTON, MA 02116 co 9 -0, 1 BOSTON, MA 02116 APPURTENANCES IN THE UTILITY EASEMENTS THAT WOULD c> T) PREVENT THE COOPERATIVE FORM SERVICE THE ELECTRIC (DOC. # 201406044206) C) c,24 (DOC. # 201406044206) DISTRIBUTION SYSTEM IS PROHIBITED. CIA 7,� An J35,18 M, I'.. \N -0. 1,'vv Z- l7i N32* 19 1.23�� 10 19, 4. A MINIMUM 200-AMPERRE METER BASE AND MAIN DISCONNECT 5-71' 104 14 18 SWITCH IS TO BE INSTALLED ON EACH RESIDENCE WITHIN THE 19,07 rob M _ -�o 20 SUBDIVISION. THE METER BASE AND MAIN DISCONNECT SWITCH '216 J A, ASSEMBLY SHALL BE LOCATED ON THE SIDE OF EACH RESIDENCE 13 1�i 1 1�, N cP A - -1, BUILT NEAREST TO THE PAD MOUNTED TRANSFORMER, OR S32'19'07"e -T AlL. Na g° - — 10.66' 1 13 "oo SECONDARY PEDESTAL, SERVING THE STRUCTURE, AND WITHIN 11 1 21 57.35' ?�� N 2g. tTl 15 .36 FIVE FEET FROM THE FRONT OF THE STRUCTURE AND SHALL NOT 7 16 26 N 600 587 C20 C20 BE LOCATED WITHIN A FENCED AREA. 7b' 21 Ito 13 03 r- " THIS SUBDIVISION PLAT OF HOMESTEAD UNIT 3A 7 12 cl 22 17 35. 5 12 SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC 3539 w 25 1 ° 010 A Z) - 16 1 C78 16948' COOPERATIVE, INC. FOR EASEMENTS, 0 10 Z 52 QO55 5 ^I NII'5634'W 12 AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. GRID: \4 N = 13779853.51 E= 2218940.78 a 13a . 17 C21 Q J Na1 C� 0 6 THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE 14 cj CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT d2 10 N53 2 A ` PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEMAT 0 30 w 85 18 1p 15 TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. 10 0 4 9 1p AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 0 19 12 5 0- P. SAN MIGUEL. SURVE Y NO, 256 9 8 sw ABSTRACT 227 D 00 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED 7 HEREIN AS THE HOMESTEAD UNIT 3A OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER -0 Al ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION so 1 THEREIN EXPRESSED. 6 p4 0 THIS THE DAY OF A REMAINING PORTION OF 522.18 ACRES 0 OWNER: ILF N-T OWNER, LP OWNER: ILF N-T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 BOSTON, MA 02116 (DOC. # 201406044206) PHONE: 617-221-8400 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS STATE OF MASSACHUSETTS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL COUNTY OF SUFFOLK 40** REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED WHICH THIS APPROVAL IS REQUIRED. KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TOME THAT HE EXECUTED THE SAME FOR THE .4000' DATED THIS DAY OF A.D. 20- PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. *400 CITY ENGINEER GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF —A.D._ THIS PLAT OF THE HOMESTEAD UNIT 3A 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. NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS DATED THIS DAY OF A.D. 20 STATE OF TEXAS COUNTY OF BEXAR BY: I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CHAIRPERSON CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. BY: SECRETARY GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 KFW ENGINEERS & SURVEYING, INC. STATE OF TEXAS COUNTY OF GUADALUPE STATE OF TEXAS 11 COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS FINAL PLA TESTABLISHING COUNTY OF BEXAR HOMESTEAD UNIT 3A PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAY OF—A.D.—AT—M. I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH A 16.33 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY AND DULY RECORDED THE DAY OF A.D. _ AT_ M. IN THE RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. MADE ON THE GROUND. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT SAID COUNTY IN DOC# 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MEP TERESA A. SEIDEL REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 THIS DAY OF A.D. THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF KFW SURVEYING, LLC RECORD IN DOCUMENT 20150014 76 OF THE OFFICIAL PUBLIC 3421 PAESANOS PKWY., SUITE 200 COUNTY CLERK, GUADALUPE COUNTY, TEXAS RECORDS OF GUADALUPE COUNTY, TEXAS. SAN ANTONIO, TEXAS 78231 PHONE: 210-979-8444 BY: DEPUTY SHEET I OF 2 FAX: 210-979-8441 Date: May 02, 2016, 10:22am User ID: dzella DRAWN BY LM File: P:139210110213AIDesignlCivillPlatIFINAL PL3920lO2-U3A.dwg A SITE LOCATIONMAP N.T.S. LEGEND F.I.R. = FOUND %" IRON ROD S.I.R. = SET %" IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" R.O.W. = RIGHT -OF -WAY ESMT= EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS G.E.TTVE. = GAS, ELECTRIC, TELEPHONE, CABLE T.V., EASEMENT VN.A.E.= VEHICULAR NON ACCESS EASEMENT SURVEYOR NOTES: 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SETATALL CORNERS UNLESS NOTED OTHERWISE. 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.0001567, 4. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID03). LINE TABLE LINE LENGTH BEARING L1 50.00' N57 °40'53 "E L2 50.00' S49 °09'59 "W L3 64.27' S37 °3447 "E L4 56.52' S20 °38'16 "E L5 56.52' S4 °4724 "E L6 56.52' S11 °03'28 "W L7 61.20' S26 °54'20 "W L9 75.35' S45 °33'20 "W L10 50.00' S62 °46'30 "W Lll 18.61' N72'01'28 "W L12 50.00' N19046'17 "W L13 97.30' N57'40'53 "E L14 12.42' S34 03243 "W L15 12.74' N37 °4925 "E L16 843' S34'3243 "W L17 12.76' N36'3936 "E L18 52.66' N54'35'06 "E L19 45.46' S31 °34'09 "W L20 18.12' N31 *34'09"E L21 27.34' S31 °34'09 "W #ir-\i A ld/%7--r% O 10' ELECTRIC, GAS, TELEPHONE, & CABLE T. V. EASEMENT O 16' SANITARY SEWER EASEMENT THE PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY THIS PLAT OF THE HOMESTEAD UNIT 3A HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 BY: NEW BRAUNFELS UTILITIES STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE HOMESTEAD UNIT 3A 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 DAYOF OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 PHONE: 617 -221 -8400 STATE OF MASSACHUSETTS COUNTY OF SUFFOLK 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 TOME 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 DAYOF A.D. NOTARY PUBLIC SUFFOLK COUNTY MASSACHUSETTS 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. GEORGE WERON, P.E. REGISTERED PROFESSIONAL ENGINEER NO. 98203 KFW ENGINEERS & SURVEYING, INC. STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 3421 PAESANOS PKWY., SUITE 200 SAN ANTONIO, TEXAS 78231 PHONE: 210 - 979 -8444 FAX 210-979-8441 LINE TABLE LINE LENGTH BEARING L22 55.74' 569'49'20 "W L23 54.74' N34 °3243 "E L24 35.17' S50'35'40 "W L25 47.31' 550'35'40 "W L26 37.94' S46 °07'18 "W L27 15.87' S46 007'18 "W L28 51.37' S46 °07'18 "W L29 29.29' S46'07'18 "W L30 11.80' S41 °52'27 "W L31 43.82' 541'5227 "W L32 29.23' S36'3936 "W L33 41.99' N36'3936 "E L34 51.16' S41'5227 "W L35 19.14' S4105227 "W L36 12.01' S37'4925 "W L37 24.75' S37'4925 "W L38 18.61' S72 °01'28 "E L39 33.09' N79'2646 "E SEE PLATTING NOTES ON PAGE 1 OF 2 0 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING Cl 48.68' 975.00' 24.34' 2 °51'38" 48.67 S39'24'12 "E C2 21.95' 15.00' 13.47' 83'4958" 20.04' N82'45'00 "W C3 114.38' 685.00' 57.32' 9 °34'02" 114.25' S50'33'00 "W C4 108.97' 425.00' 54.79' 14 °41'28" 108.68' S51 °22'51 'W C5 22.50' 15.00' 13.98' 85'57'06" 20.45' S15'45'02 "W C6 115.29' 175.00' 59.83' 37 °4449" 113.22' S89 °06'08 "W C7 19.22' 15.00' 11.18' 73'2354" 17.93' N35'19'30 "W C8 56.92' 125.00' 28.96' 26 °05'20" 56.43' N11 °40'13 "W C9 106.25' 2425.00' 53.14' 203038" 106.25' N25'58'12 "W C10 41.48' 225.00' 20.80' 10 °3345" 41.42' N75'30'36 "E C11 144.90' 975.00' 72.58' 8 °30'55" 144.77' S36'3434 "E C12 23.00' 15.00' 14.45' 87'51'21" 20.81' N1103634 "E C13 375.54' 1025.00' 189.90' 20 °5932" 373.44' N45'02'28 "E C14 19.22' 15.00' 11.19' 73 °25'50" 17.94' N71 °15'37 "E C'5 148.23' 225.00' 76.92' 37 °4449" 145.57' N89 °06'08 "E C16 179.37' 42600' 91.04' 24'10'53" 178.04' S46'38'09 "W C17 23.56' 15.00' 15.00' 90 °00'00" 21.21' S79'3243 "W 0 P. SAN MIGUEL SURVFY° NO, 256 ABSTPAE T 227 Op 20 U. �a ti, 5 pp ,J 4 O 5gb 2pp0 "'o_ OO. 1 \ 6p 25 5 Z ��O 3 r? � 2 A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) of / U 13 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C18 28.45' 15.00' 20.90' 108 °39'10" 24.37' NI '07'42'W C19 252.72' 60.00' 101.18' 241020'02" 103.22' N67 °28'08 "W C20 123.88' 150.00' 65.72' 47'19'08" 120.39' S31'4743 "E C21 23.56' 15.00' 15.00' 90'00'00" 21.21' S10 °27'17E C22 248.54' 685.00' 125.65' 20'47'19" 247.18' S44'5622 "W C23 24.17' 15.00' 15.62' 92 °19'23" 21.64' N78 °2848 'W C24 73.30' 1025.00' 36.67' 4'05'50" 73.28' N34 °22'02 "W C25 23.91' 15.00' 15.35' 91019'36" 21.46' N9'14'51 "E C26 261.25' 735.00' 132.02' 20 °21'57" 259.88' N44'43'41 "E C27 150.93' 375.00' 76.50' 23 °03'39" 149.92' N46 °04'32 "E C28 25.43' 15.00' 16.99' 97'07'13" 2249' S73'50'02 "E C29 23.17' 2375.00' 11.59' 0'3332" 23.17' S24'5939 "E C30 77.57' 75.00' 42.66' 59'15'35" 74.16' S4'54'55 "W C31 354.18' 975.00' 179.06' 20 °4848" 352.24' S44 °57'07 "W N 11 ° 21 10 6, 22 �O s 23 1 �> '1 5 �pw2 00 24 zz. rns �3 3 , 2 a 1 � ---- -8225' \ C30 S24'42' /) U _ HARTLEY C8 e N24 C7 25' 25' ` F TO INTERSECTIOf," AND HOMESTEAD PKWY SEE 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SHERTZ, TEXAS DETAIL -A HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL THIS SHEET REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. DATED THIS DAY OF , A.D. 20 CITY ENGINEER THIS PLAT OF THE HOMESTEAD UNIT 3A 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 STATE OF TEXAS COUNTY OF GUADALUPE 11 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 _ DAYOF A.D. AT_ M. IN THE RECORDS OF SAID COUNTY IN DOC# IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY ,DEPUTY Q 25 y 4 cO 26\ 153.64' A UARE N _� nA v• ) Qi 9� 6�3aE °w. S�'3 p2p 12 8 �`o C29 rt- .............- .... -. 124.89' 0 iJ R SAN MIGUEL SURVEY NO, 256 ABSTRACT 227 GRID: N = 13778544.40 E = 2218883.91 C..g A REMAINING PORTION OF 522.18 ACRES OWNER: ILF N -T OWNER, LP 500 BOYLSTON STREET, SUITE 2010 BOSTON, MA 02116 (DOC. # 201406044206) -107 .010/ // c U U / L12 Ole DETAIL "A" HOMESTEAD PLATESTABLISHING HOMESTEAD UNIT 3A SCALE: 1 " =30' A 16.33 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, COMAL & GUADALUPE COUNTY, TEXAS OUT OF THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 685, THE J.F. ZAPEDA SURVEY NO. 257, ABSTRACT 471, AND THE P. SAN MIGUEL SURVEY NO. 256, ABSTRACT 227 AND BEING OUT OF A 522.18 ACRE TRACT OF LAND CONVEYED TO MFP REALTY, LP OF RECORD IN DOCUMENT NUMBER 201406044206 OF THE OFFICIAL PUBLIC RECORDS OF COMAL COUNTY, TEXAS AND OF RECORD IN DOCUMENT 2015001476 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. SHEET 2 OF 2 IQFW ENGINEERS + SURVEYING 3421 Paesanos Pkwy., Suite 200, San Antonio, TX 78231 Phone #:(210)979 -8444 • Fax #:(210)979 -8441 TBPE Firm #: 9513 • TBPLS Firm #: 10122300 SCALE: = 100' 0' 50' 100' 150' 200' Date: May 02, 2016, 10:22am User ID: dzella DRAWN BY LM File: P: 139210110213AIDesignlClvillPlatIFINALPL3920lO2 _U3A.dwg TO: Planning and Zoning Commission PREPARED BY: Bryce Cox, Senior Planner CASE: Waiver — Roadway Improvements associated with PC2015 -049 SUBJECT: Consider and act upon a request for approval of a waiver to UDC Sec. 21.14.1.K regarding improvements to Eckhardt Road related to the proposed preliminary plat of The Parklands Subdivision Unit 1, an approximately 48 acre tract of land situated in the John Noyes Survey No. 259, Abstract No. 253, and the Carrol M. Gahogan, Jr. Survey No. 25, Abstract No. 142, City of Schertz, Guadalupe County, Texas, generally located on the south east corner of Eckhardt Road and Froboese Road. GENERAL INFORMATION: Owner/ Applicant: Rolling Hills Ranch Development Ltd., William Alston Project Engineer: KFW Engineering & Surveying, Burt Wellmann, P.E. ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 48 acres of land establishing 113 single family residential lots. The site is zoned Planned Development District (PDD). 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 Eckhardt Road. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is generally located on the south east corner of Eckhardt Road and Froboese Road. PUBLIC IMPROVEMENTS: The applicant is seeking approval of a conditional waiver to UDC Sec.21.14.1.K regarding the construction of roadway improvements to Eckhardt Road. The applicant is requesting to construct offsite improvements to Eckhardt Road from the Intersection of 1 -35, south along Eckhart Road for a distance that is roughly proportionate to the value of the of required the improvements to Eckhardt Road adjacent to The Parklands Subdivision, in lieu of constructing the improvements to Eckhardt Road adjacent to The Parklands Subdivision. Currently, Eckhardt Road is unimproved from the intersection south approximately 690 feet at which point the roadway transitions into a half improved road on the west side of the road adjacent to the Cypress Point Subdivision Units 1 and 2. Cypress Point Subdivisions Unit 3 (currently under construction) and Unit 4 are required to improve half of Eckhardt Road along the west side. The Parklands Unit 1 is currently required to improve half of Eckhardt Road adjacent to The Parklands Subdivision for a distance of approximately 1585 feet. The applicant is proposing to shift the roadway improvements north along Eckhardt Road to improve the intersection of 1 -35 and Eckhardt Road. By rough approximation these proposed improvements will include the construction of approximately 690 feet of full width roadway and approximately 205 feet of improved half width roadway. This would provide for approximately 895 feet of improved full width roadway from 1 -35, south along Eckhardt which would then transition into approximately 2000 feet of half improved roadway ending at Froboese Road. STAFF ANALYSIS AND RECOMMENDATION: Staff has reviewed this request and supports this waiver. The section of Eckhardt Road between 1 -35 and Froboese Road will have more travel than the section of Eckhardt Road adjacent to The Parklands Subdivision. Granting the proposed waiver would provide roadway improvements along a critical section of Eckhardt Road. Staff recommends approval of this waiver with the following conditions: • The applicant enter into a community facilities agreement with the City to construct the offsite improvements to Eckhardt Road. • If the applicant cannot obtain the necessary additional right -of -way dedication for the offsite improvements, the applicant would then construct the original required improvements to Eckhardt Road adjacent to The Parklands Subdivision. Planning Department Recommendation Approve as submitted X 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 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. iN 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: Aerial Map Exhibit May 6, 2016 Bryce Cox, CFM, Planner City of Schertz 1400 Schertz Parkway Phone: 210- 619 -1781 Fax: 210- 619 -1789 Re: Parklands Unit 1 Preliminary Plat Request for Conditional Waiver Mr. Cox, Denton Communities, on behalf of Rolling Hills Ranch Development, respectfully requests consideration of a conditional waiver with regards to Eckhardt Road improvements as required by UDC section 21.14.1 (K). We are requesting to construct offsite improvements to Eckhardt Road from the intersection of 135 south for a distance that is roughly proportionate to the value of the required improvements to Eckhart road adjacent the The Parklands Subdivision, in lieu of constructing the improvements to Eckhardt road adjacent to The Parklands Subdivision. The proposed offsite Eckhardt Road improvements (as approximated in red on the attached Exhibit A) would be roughly equivalent in cost to the total dollar amount of Eckhardt Road improvements that Parklands Unit 1 is currently obligated to construct (as shown in yellow on the attached Exhibit A). The proposed offsite Eckhardt Road improvements would consist of approximately 690 linear feet of full section of road (from 135), plus approximately 205 linear feet of half section of road. Coordination of ROW acquisition with Mr. Buttrum (Cariari Holdings, Inc), who owns the property on the east side of Eckhardt Road, has taken place and based on discussions he appears agreeable to the ROW dedication along his tract. In the event that we cannot obtain the necessary right -of -way dedication for the offsite improvements, we will instead construct the original required improvements to Eckhardt Road adjacent to The Parklands Subdivision. The proposed offsite Eckhardt Road improvements (as approximated in red on the attached Exhibit A) would be in lieu of the current Parklands Unit 1 Eckhardt Road improvements (as shown in yellow on the attached Exhibit A). We believe that improving Eckhardt Road towards 135 provides for the most benefit to multiple parties involved. The City of Schertz, the citizens of Schertz, and the residents of both The Parklands and Cypress Pointe will benefit more from there being an improved full section of road in proximity to the 135 frontage than there being a half section of road much further down Eckhardt Road and away from the majority of everyday traffic flow. In addition, the marketing window for both of these communities (and any developments that come on line in the future), is greatly enhanced by the improvement of Eckhardt Road in proximity to 135. Thank you for your consideration of this matter. Should you require any additional information or have any questions, please do not hesitate to contact our office. V W O a to D Q L � N ,4, i X E W a/ N T N ai 0 o� N / t� N N O T O / o o� n -�1 fw V Q Z 0 T, 1.L. LC cv EXISTING IMPROVED ECKHARDT RD. PER CYPRESS POINT OBLIGATIONS (3,303 LF), HALF SECTION EXISTING UN- IMPROVED ECKHARDT RD. ADJACENT TO PARKLANDS FRONTAGE (1,585 LF), HALF SECTION EXISTING UN- IMPROVED ECKHARDT RD. NOT ADJACENT TO PARKLANDS FRONTAGE (HALF SECTION 1, 982 LF) EXISTING UN- IMPROVED ECKHARDT RD. PER CYPRESS POINT FUTURE OBLIGATIONS (HALF SECTION, 469 + LF) PROPOSED ECKHARDT RD IMPROVEMENTS (690 LF FULL SECTION +205 HALF SECTION) 690(2) +205 =1,585 LF Q a W co z 0 co W M N W .n r V x r1 Z C? O M � O N_ G L`u < / O x E O ..ww @ YI V J • IL +co 4F in wq Y � M W 0) Lo ° o G Z *k C6 `N to � fU W C Lu SCALE: I"=100' 0' 100' 300' � 100' EASEMENT AND ROW � m TO CITY PUBLIC SERVICE 200 � BOARD OF SAN ANTONIO, JANUARY 18,1978 W O Z IMPROVED SECTION OF � � O Q� ECKHARDT RD � l� Li Z Q J O Q Q �C k- 9�: "Aml &-mm Milo 777 m---441419 I of 100, INN I/ Q O U C.� JOB NO. DATE: DRAWN. CHECKED: SHEET NUMBER: wm THIS DOCUMENT HAS BEEN PRODUCED FROM MATERIAL THAT WAS STORED AND /OR TRANSMITTED ELECTRONICALLY AND MAY HAVE BEEN INADVERTENTLY ALTERED. RELY ONLY ON FINAL HARDCOPY MATERIALS BEARING THE CONSULTANT'S ORIGINAL SIGNATURE AND SEAL. TO: Planning and Zoning Commission PREPARED BY: Bryce Cox, Senior Planner CASE: PC2015 -049 The Parklands Subdivision Unit 1- Preliminary Plat �`I�r!1�7_1�Ir!I��ITi�l_��[�P►F Owner/ Applicant: Rolling Hills Ranch Development Ltd., William Alston Project Engineer: KFW Engineering & Surveying, Burt Wellmann, P.E. APPLICATION SUBMITTAL DATE: December 14, 2015 (Original Application) February 11, 2016 (Revised Submittal) March 8, 2016 (Revised Submittal) April 19, 2016 (Revised Submittal) May 5, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 48 acres of land establishing 113 single family residential lots of two (2) different lot sizes: 6,000 square feet and 7,200 square feet as dictated by The Parklands PDD. Use Category . Area Square Feet Width ft. Depth (ft.) SF 50 6,000 50 120 SF 60 7,200 60 120 The site is zoned Planned Development District (PDD). The plat was reviewed in accordance with The Parklands PDD (Ordinance 13- S -36). 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 currently undeveloped and is generally located on the south east corner of Eckhardt Road and Froboese Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This unit is designed to have two points of access off of Eckhardt Road, via Froboese road and Park Leaf. TREE MITIGATION AND PRESERVATION: The applicant is responsible for complying with the Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a tree affidavit which indicates that there are not protected and /or heritage trees on the site. The tree affidavit will be reviewed and confirmed by Parks and Community Services department prior to approval of the final plat. PARKS: An approximately 5 acre public park with improvements is being proposed with this subdivision as well as approximately 14 acres of private open space. The overall recreation and open space master plan was reviewed by the Parks and Recreation Advisory Board and approved as part of the PDD Ordinance 13 -S -36. The open space and parkland amenities will include both passive and active areas, as well as pathway and hike and bike trails which will provide links between the city park, open spaces, neighborhoods and the proposed school site. Open space and park improvements will include such amenities as a playscape, sports court, playing field, and a pavilion. No parkland is being dedicated with this plat. The applicant is working with staff on a Community Facility Agreement related to the dedication and improvements of the public parkland. This agreement must be executed prior to the recording of the first plat in the subdivision. PUBLIC SERVICES: The site is serviced by Schertz water and sewer, NBU, AT &T, Time Warner Cable, and Center Point Energy. 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 community facilities agreement. The civil construction plans must be reviewed and approved by the Public Works and Engineering Departments prior to approval of the final plat. Water and Sewer: The 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 report has been reviewed and approved by the City Engineer. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision. A meandering all weather ten foot (10') wide hike and bike trail will be constructed along the northern side of the internal collector street, with a standard five foot (5) sidewalk to be constructed on the south side (proposed school site and public park). All sidewalks will be designed to meet City of Schertz Specifications. Road Improvements: All streets will be developed to City of Schertz specifications. Construction plans for all public improvements will be submitted for review and approval by Public Works and Engineering prior to the approval of the final plat. The applicant has submitted a waiver request to construct offsite improvements to Eckhardt Road from the Intersection of 1 -35, south along Eckhart Road for a distance that is roughly proportionate to the value of the of required the improvements to Eckhardt Road adjacent to The Parklands Subdivision, in lieu of constructing the improvements to Eckhardt Road adjacent to The Parklands Subdivision. iN Additional Design Requirements: As required by The Parklands PDD, a twenty foot (20') wide landscape buffer with trees is being provided along the north side of the internal collector street. Additionally, a six foot (6) masonry fence or wood fence with masonry columns will be provided along the internal collector street. 1. G G►G G ►O : x ,H ►I' 0 The preliminary plat is consistent with applicable requirements, ordinances and regulations for the property. 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 preliminary 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 Date: May 05, 2016, 2 :38pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg KEY NOTES NOTES: LEGEND Oi 15'PUBLIC UTILITY EASEMENT SITE �im� � a O 100' EASEMENT AND R.O.W TO 1 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL °' �-o -t ATM°. '� ^n G .,, i ", z F.LR. = FOUND 1/2 "IRON ROD 2O 10'R. O.W DEDICATION TO CITY OF SCHERTZ CITY PUBLIC SERVICE BOARD OF SAN ANTONIO JANUARY 18, 1978. 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 t .f�}p� "t,� -} 0 - s l.t�' S.I.R. = SET 1/2" IRON ROD WITH BLUE 3 20' OPEN SPACE AND DRAINAGE EASEMENT O CAP STAMPED "KFW SURVEYING" BIG JOHN WAY PRIVATE ROAD 2 ( ) 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 �!s r,� y, @ �,G 60' PROPOSED R.O.W (PER CITY OF SCHERTZ (VOL 1894. PG. 878 ) AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING O GOD R.O.W. = G * ( �� RIGHT -OF -WAY ® MAJOR /MINOR THOROUGHFARE PLAN, NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE J C9R ESMT = EASEMENT VARIABLE WIDTH OPEN SPACE AND �PG `tl J O DRAINAGE EASEMENT EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. O.P.R. = OFFICIAL PUBLIC RECORDS 50' OPEN SPACE, DRAINAGE, SEWER O 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY (t`)*'')¢.))�� 5 '' m Q G.E T.TV.E. = ], �� 6 16'SANITARYSEWEREASEMENT GAS, ELECTRIC, TELEPHONE, O &UTILITYEASEMENT (VOL.XXX, PG.XXX) ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND c)' CABLE T.V., EASEMENT 7 VARIABLE WIDTH SANITARY SEWER EASEMENT BUILDING PERMITS. P.U.E. = PUBLIC UTILITY EASEMENT ® VARIABLE WIDTH OPEN SPACE, DRAINAGE, 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS Q AND PUBLIC UTILITY EASEMENT p � SUCCESSORS AND / OR ASSIGNS. VARIABLE WIDTH CLEAR VISION EASEMENT SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT SEE SHEET 6 OF 6 FOR 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. LINE AND CURVE TABLES 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, 1. L T /ON MAP 112" DIAMETER CAP STAMPED "KFW SURVEYING" SET AT ALL OCA N.T.S. S NOTED OTHERWISE. CORNERS UNLESS 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. GVEC NOTES: 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR 1. GVEC TO NAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. FLOODPLAIN. CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME 4. 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY CYPRESS POINT, UNIT 3 OWNERS ASSOCIATION. (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER PANEL NO. 48187C0090F, DATED NOVEMBER 7, 2007. is WlVER` LA SALLE PARTNERS, GP., LI_C. 8. LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). 303 STRATFORD, LAREDO TX 78041 BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF AND UNDERGROUND UTILITIES. (PROPERTY ID# 63990) THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY { { { ( CYPRESS POINT' UNIT 4 OWNER. LA SCLLE PARTNERS' GP., LLC, (VOL. 2047' PG. 670) ZONING: R -6, RESIDENTIAL USE 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED PDD. GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. "_ 10. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION ®- 303 STRATFORD, LAREDO TX 78041 SCALE: > %OO' PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL ZONING: R -6, RESIDENTIAL USE e 3 15 14 73 12 PLAT. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. ___ - rv___ w_ ``` - - - - - -- __ -- 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE � �. _ �.� m,.. . m........ o' 50' 100' 150' 200' = STREET. N.B.U. NOTES: o r . 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 1562.62' THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT MAINTENANCE OF DEDICATED UTILITY EASEMENT 1S THE RESPONSIBILITY OF THE """ "'-° 10.00' --N2-5'7974'W 347.20 N25 029'14 "W 1110.42' -""` OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. PROPERTY OWNER. ANY USE, OF AN ANY OSHALL '��y CK I LOT900 _ °� "� O °29'14 "W L30 0 mss"' BLOC1�2 LOT 907 5 20'. °29'14 'W CLEAR VISION NOTE: LANDSCAPING OR DRAINAGE FEATURES, S SEUBJEOCT ED TOO AND NOT CONFLICT - - - - -N25 317.05'- - - - r - - ��' - - - - - - - - - - -N25 420.00'- - WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR o 28 95 77 62 ` 1 00 60.00' I 5 0' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' ,60.00' � z CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS t)A` '" , _ 3 °0 25` 25' 0 10 5 ° BLOCK 2 o O 7 3 3 FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE c 3 s N TRANSPORTATION OFFICIALS POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. v BLOCK I N y 3 0 2 v °s` o �y b o I a' o o Ffl o a 2 0 3 v 0 4 v a J` v° 6 - o 7 o o o 0✓" o (ASSHTO) STREETS, OR LATEST REVISION THEREOF. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE d' 0 0 3 f a 0 0 0 o �, M o N N M oN N 4 � 20 A o W UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IT. I � r o _^ Io co W 3.10' I 0 W �' 1 �a'r' = THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE T 3 J ° MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND o ^i So�o2j2y 1 52.50' - 5'0 -0�- <r o 3 x 50 49' " 60.00' V� V -� - h� Q u°� so 00' -�- -- - - - - -� - - - s - w so 00' wV 60.00' so. o' w" 60.00' 60.00' " 60. o' W EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. b 4� °29'14 "W G 62 °29'14 "E ^w SERVICE. M M �� C58 -N25 a ^w S25 $93.3$' s 115.4)'__ o N • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT 5 e -�� o N ✓ ARRO W R DGE / YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED ^ N U v s'ss n 8" SS 8" SS n W) AREA. ° L o �N 16, L24 G p & ss N 5 °29'14"W 15 7' CS S 5 °29'14 "E 612.27' 3 G� AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. d v 6� M 60.00' J - Oh 60.00' M 60.00' M 25.97' 125.95' 3 - • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE 111.27' 5.00' U) E "" 0_,5.00'.. °o = 5 0 00 _ % 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY 3g °50'01 N 16.32' I S ��- �? � mO h �6 CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS e2 I �� N 3 25` 25' N r 3 3 w O � `51 C52 „. ti h °o 55.25' j 16 SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. UTILITIES. �46.6T / 0 9 ( 6 s ° 0 20 °o ? ° ° ° J b N ti • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. o 1 v W v o o 0 0 o o °o o 0 o N d I9 ° 1 Z yo l v CITY ENGINEER �� 4J� 8 / 1P M 0 N Z co 18 THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED 60.00' o r ° 58^ Z 50.00 60.00' S25 °29'14 "E o ° 6506, i7 AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE N Z 1210.00' Sp co BLOCK 3 (� THE PARKLANDS SUBDIVISION UNIT I DAY OF 20 IIL 122.09' 80.14' J OT 900 k� ti 2 j3,F ?q 3433- �f� THIS PLAT OF THE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING BY., 525'29'14"E 274.63'' G COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY NEW BRAUNFELS UTILITIES BLOCK LOT907 APPROVED BY SUCH COMMISSION. �A7 COUNTY OF GUADALUPE lj6F DATED THIS DAY OF A.D. 20 I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED 0 pP HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE / !�. b BY' �p " "' "r h \ CHAIRPERSON PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, ) I lb EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. r BY: SECRETARY REMAINING PORTION OF A 194.56 AC. TRACT !f 6 THIS THE DAY OF OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. O TEXAS YOF COUNTY Z 1616 CALLE DEL NORTE #48 co � i cn LAREDO, TX 78041 o� I, COUNTY CLERK OF SAID COUNTY, DO Cl; z co 0) W (VOL. 2260 PG. 355) v?), ?, ER: ROLLING DEVELOPMENT, LTD. ::D X ZONING: PDD, RESIDENTIAL USE d'' HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE 6W6 NORTE #RANCH LAREDO, TX 78041 �e 5 Z Lu cKWF (0 „� DAY OF A.D. AT M. AND DULY } N RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF STATE OF TEXAS COUNTY OF GUADALUPE u, , Zo N, GUADALUPE COUNTY IN BOOK/VOLUME PAGE U Ir BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY i7 "' - - IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, APPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND U) ;ZE7Er2 THIS DAYOF A.D. ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREON EXPRESSED AND IN THE CAPACITY THEREIN STATED. COUNTY CLERK, GUADALUPE COUNTY, TEXAS GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF SHEET 1 10 BY.' DEPUTY A..D. N25 °29'14 "W so 125.03' HEFT NOTARYPBLIC GUADALUPE COUNTY TEXAS G� STATE OF TEXAS COUNTY OF GUADALUPE I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF "'" N BLOCK 1 SHEET 4 to ENGINEERS 4 S RVEYING FIRM# 9513 FIRM# 10122300 MEN TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. - N LOT 902 > 3421 PAESANOS PKWY., SUITE. 200 SAN ANTONIO, TX 78231 °' PHONE: FAAX: (2110) 979 9 4 8441 REGISTERED PROFESSIONAL ENGINEER PE 11 r o S SHEET 5 KFW ENGINEERS PRELIMINARYSUBDIVISIONPLATESTABLISHING OPEN SPACE CO ' �'� THE PARKLANDS SUBDIVISION UNIT 1 (o .o & DRAINAGE EASEMENT 58' > W 5 STATE OF TEXAS COUNTY OF BEXAR h G° 122' M �o�?� �g'30'p2 4 �, A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. Y CERTIFY THAT THE ABOVE PLAT CONFORMS MINIMUM N 8� 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY BY BOARD OF OSTHE STANDARDS THE LAND '(V31?43' 6 W NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. 4 %m Sam mo OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS I� o "B SHEET INDEX RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE 355 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 I p A GN��N w AA� NOT TO SCALE KEW SURVEYING, LLC I 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210- 979 -8441 FIRM LICENSE NO. 10122300 PREPARA T /ON DA TE: 0 TOBER 05, 2015 PAGE 1 OF 6 Date: May 05, 2016, 2 :38pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg KEY NOTES NOTES: LEGEND Oi 15'PUBLIC UTILITY EASEMENT SITE � � O 100' EASEMENT AND R.O.W TO 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL -,tS� -t 1 CITY PUBLIC SERVICE BOARD OF BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO a Y »n G .,, i ", z F.LR. = FOUND 1/2" IRON ROD 2O 10'R. O.W DEDICATION TO CITY OF SCHERTZ t ATM". .f�yp,tl"^``, »t. �-} SAN ANTONIO JANUARY 18, 1978. LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF d 0 l.t)'� t. �� S.I.R. = SET 1/2" IRON ROD WITH BLUE 3 20' OPEN SPACE AND DRAINAGE EASEMENT BIG JOHN WAY PRIVATE ROAD 3! THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF r,� y, @ �,G CAP STAMPED "KFW SURVEYING" 60' PROPOSED R.O.W (PER CITY OF SCHERTZ 2 (VOL 1894. PG. 878 �' THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS L ) �'� c�8 AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING 0 C1 R.O.W. = RIGHT -OF -WAY ® MAJOR/ MINOR THOROUGHFARE PLAN, 91 k� / OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY G� T GR�v ESMT = EASEMENT NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT 25 62625 29 1g / y62 -7- MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE �P 5 VARIABLE WIDTH OPEN SPACE AND lJ 1FJ �2 y2 j 6� ZS' 1 °° EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. DRAINAGE EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS 50' OPEN SPACE, DRAINAGE, SEWER / l" / ?, C't4Y.r�tt "14� �' 6 16'SANITARYSEWEREASEMENT O &UTILITYEASEMENT Zp °2y2 / 39 �0 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY 5 G.E T.TV.E. = GAS, ELECTRIC, TELEPHONE, O N 9 16' ��'t �' ], �� (VOL.XXX, PG.XXX) / m ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND CABLE T.V., EASEMENT 7 VARIABLE WIDTH SANITARY SEWER EASEMENT / BLOCK2 BUILDING PERMITS. n Q N P.U.E. = PUBLIC UTILITY EASEMENT O / LOT900 1 a� 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS �Q ® VARIABLE WIDTH OPEN SPACE, DRAINAGE, IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS ¢0 • AND PUBLIC UTILITY EASEMENT SUCCESSORS AND / OR ASSIGNS. VARIABLE WIDTH CLEAR VISION EASEMENT \\ SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT SEE SHEET 6 OF 6 FOR DETAIL - A 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. LINE AND CURVE TABLES SCALE 1 " =J5O' 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, L OCA T /ON MAP N.T.S. 1 CORNERS UNLESS BNOTED OTHERWISE.ASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL 6, ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. GVEC NOTES: 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR 1. GVEC TO NAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. 13 FLOODPLAIN. CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. \ T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% O. 9 OWNERS ASSOCIATION. 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY 1 �3 (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER PANEL NO. 48187C0090F, DATED NOVEMBER 7, 2007. �,��$d� r�$EE DETAIL -A �� > 8. LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). P0\00 01� ' * ° \ BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF AND UNDERGROUND UTILITIES. caS �p P P��© ggal �E� / /C78 ' � THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. THIS O-(P rJP!(), \0 6� �lPi \ NN \ 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED PDD. GUADALUPE I VALLEY ELECTRIC COOPDRATIVE,IINC FOR EASEMENTS. 10. BY���p¢oQlQ�� t / / / 2q "�332F �0 pq8 a� �O 10 PURPOSESOUAND DO NOT SET THE ON THIS IS DETERMINED AT TIME OF FINAL O n,0 ��0 �,6' 24.26' G2 PLAT. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. �� 200lC� 16 31.32' "� a° �Q \ 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE SCALE: 1 — 100' (^ / o STREET. N.B.U. NOTES: t t PQ g 6�, �' t«$ ° Zp 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. f}O 2 2 / 60 N6, a 15 Z 6 s THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE 0' 50' 100' 150' 2)0` �25 p w° o s yya ^ 20 �6Q OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING `� P� p d2 / o po rn. / ^rygti p Q \ CLEAR VISION NOTE: LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT 111 / 6 n6 4 `� /�� w y� '— O WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR /� 1� / °° yp6p 75 17 5 \ � CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, C63' �' 0 OWNER: BRIAN & BETH WETZ FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE 3 FEET AND LOWER THAN EIGHT 8 INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS G, 5 pA > 6.81 sw ) O ( ) UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE ,,F. 2 N yd/ 6 nQ 'r 13 °02 0.84' y1 Ntn 5500 ECKHARD7 RD. FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND yd9 BLOCK2 ° s yd A NEW BRAUNFELS, TX 78132 TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. , d" od A ° / �& G�V N19 13 pA \o o 6 \ PROPERTY !D# 75446 STREETS, OR LATEST REVISION THEREOF. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE 29! 6p' N° > rn. dy 6 R50' M o o O ( ) UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IT ti p12y ro 12 `L / �� v - °� rn (VOL. V 908, PG. TU °° %W 8.29; 18 p p > ZONING: DVL, AGRICULTURAL USE UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE ,% ✓' 900 6p0 N > 6' 1 6p' ass CSO 1 ¢O m 4 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK • 11 �z t W , MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND O / rn ,n ; 19'09" 'S r rn DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS % !/ o = —6° v EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND / OG�� y0o6 °o 116.84 v W \ CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. SERVICE. ! » �! / 0Q a° 10 /vie / p6y / v m °o �o�p • YARD AND METERLOCATIONS SHOALL NOT ELOCOATED FROM THE FENCED NT foo ° wpm / / 6 po / / / ° 1 g r N 90� \ N 9 �'� �' 6.64' ' �.t O cP / AREA. / p o° �(, / 10 120.96_ ' ' 8 AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS // ` ° °- / p90 ppp E S0120. "IN DIMENSIONS J / 8 Rrn, 6 rn 6' a' 21.04' - C DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. �o e/ U o] »° w. a - -L17 �'-a a s 29 I (, i� ° 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY • DO NOT COMBINE ANY NEW UTILITY EASEMENT UE WITH DRAINAGE ; ° k, ?$ 9 ° 2y . b o ° ( ) °o g a� °o_ ° ado' 0 20 0' OUNTYROAD CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY w p 60 G� 0� 1 ¢ NO. 376D C9 0 yon/ SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS _ 8 2529 ! �22 M /e N > g o o I 123.44' L18 Clo UTILITIES. / G! Z /6 5 RO Rp 6 d M Q a° S03 °1458 "W C • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR a DLO gOg 6 ' PR �yo 91k 60� / �o °o °°. ( gt 1 g CITY ENGINEER IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. �- qo ! O� / Sty 2 %5 Nrn 12 �° = A0 z z 21 1 °� '° !z 0 06.030'E I a �� I /� 106 09' (D rY 11.10' rj I 1 �61= y3? ¢ N06 °04'35 "E ) THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED m 2 / �p a 13 AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE d 9 / °o qo 6podd16g > 121.21' � 1 I ;� � I � LOCK 4 THIS PLAT OF THE THE PARKLANDS SUBDIVISION UNIT 1 HAS BEEN DAY OF 20 / N° o, S o i LOT 900 SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING '° 14 `L o 09 E v ��, 22 m BY 60° 60 2g0 ssR�'Q� / i / COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY NEW BRAUNFELS UTILITIES 5 S26 N° 7 e O� /V19 5138 v APPROVED BY SUCH COMM /SS /ON. COUNTY OF GUADALUPE ° 15 CIO BLOCKS / v�� / 123.86 ' DATED THIS DAYOF A.D. 20 N� >� 6 19.61' ? o, h BLOCK2 I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED t �, wo a / 5S ?S, 23 N HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 OF SCHERTZ, TEXAS AND \ Bpd 11pp6 s�>�,> 5 14.11' BY: WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE o 'o� 5.11' PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, 7.96' 4 72.12' EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND � in s /p CONSIDERATION THEREIN EXPRESSED. G47 -77, THIS THE DAY OF OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. 1616 CALLE DEL NORTE #48 LAREDO, TX 78041 STATE OF TEXAS COUNTY OF GUADALUPE BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A..D. NOTARYPUBLIC GUADALUPE COUNTY TEXAS STATE OF TEXAS COUNTY OF GUADALUPE 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 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210- 979 -8441 FIRM LICENSE NO. 10122300 CHAIRPERSON BY: SECRETARY STATE OF TEXAS COUNTY OF GUADALUPE I, 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 GUADALUPE COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY.' DEPUTY ENGINEERS + SURVEYING FIRM# 9513 FIRM# 10122300 3421 PAESANOS PKWY., SUITE. 200 SAN ANTONIO, TX 78231 PHONE: (210) 979 - 8444 FAX: (210) 979 - 8441 PRELIMINARYSUBDIVISION PLA T ESTABLISHING THE PARKLANDS SUBDIVISION UNIT 1 A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE 355 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARA T /ON DA TE: OCTOBER 05, 2015 Date: May 05, 2016, 2 :39pm User ID: sreyes File: P: 117112310 11DesigniCivi llPlatIPL1712301- PRELIMINARYdwg PAGE 2 OF 6 Date: May 05, 2016, 2 :40pm User ID: sreyes File: P: 11711231011DesigniCivi llP /atIPL1712301- PRELIMINARYdwg KEY NOTES NOTES: LEGEND Oi 15'PUBLIC UTILITY EASEMENT SITE k ;� � O 100' EASEMENT AND R.O.W TO a 1 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL °' �-o -t ATM°. '� ^n G .,, i„ z F.LR. = FOUND 1/2 "IRON ROD 2O 10'R. 0.IN DEDICATION TO CITY OF SCHERTZ CITY PUBLIC SERVICE BOARD OF SAN ANTONIO JANUARY 18, 1978. 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 t .f�}p� �t,� -} 0 - s l.t�' S.I.R. = y, SET 1/2" IRON ROD WITH BLUE 3 20' OPEN SPACE AND DRAINAGE EASEMENT BIG JOHN WAY PRIVATE ROAD O ( ) CAP STAMPED "KFW SURVEYING" 2 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 �!s r,� �,� OG ` 60' PROPOSED R.O.W (PER CITY OF SCHERTZ (VOL 1894. PG. 878 ) ® AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING pryer O GOD R.O.W. = O * ( �� RIGHT -OF -WAY MAJOR /MINOR THOROUGHFARE PLAN, NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE �PG J C9R ESMT = J EASEMENT O VARIABLE WIDTH OPEN SPACE AND EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. `tl DRAINAGE EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS 50' OPEN SPACE, DRAINAGE, SEWER O 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY (t`�*'r�¢.�4�� 5 G.E T.TV.E. = ], �� 6 16'SANITARYSEWEREASEMENT &UTILITYEASEMENT GAS, ELECTRIC, TELEPHONE, O (VOL.XXX, PG.XXX) ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND c�'t' CABLE T.V., EASEMENT 7 VARIABLE WIDTH SANITARY SEWER EASEMENT BUILDING PERMITS. P.U.E. = PUBLIC UTILITY EASEMENT ® VARIABLE WIDTH OPEN SPACE, DRAINAGE, 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS Q AND PUBLIC UTILITY EASEMENT p � SUCCESSORS AND / OR ASSIGNS. VARIABLE WIDTH CLEAR VISION EASEMENT SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT SEE SHEET 6 OF 6 FOR 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. LINE AND CURVE TABLES 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, 1. L OCA T /ON MAP N.T.S. 112" DIAMETER CAP STAMPED "KFW SURVEYING" SET AT ALL 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. S NOTED OTHERWISE. CORNERS UNLESS GVEC NOTES: 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR 1. GVEC TO NAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. FLOODPLAIN. CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% OWNERS ASSOCIATION. 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER PANEL NO. 48187C0090F, DATED NOVEMBER 7, 2007. 8 LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). MH2 T BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. AND UNDERGROUND UTILITIES. 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED PDD. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. / 10 \ I SHEET , � 10. 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. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. HEFT 3 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. N.B.U. NOTES: SCALE: "_ %OO ; \ ��'���LLL��� JJ 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT MAINTENANCE OF DEDICATED UTILITY EASEMENT 1S THE RESPONSIBILITY OF THE s? \ OWNER: BRIAN &BETH WETZ OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT 0' 50' 100' 150' 200' 5500 ECKHARDT RD. CLEAR VISION NOTE: WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR ,<, , $ a^ ba NEW BRAUNFELS, TX 78132 ^ (PROPERTY ID# 75446) SHEET 4 CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE a \8 s� 1 \ (VOL 908, PG. 14) (3) (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND ZONING- D VL, AGRICULTURAL USE TRANSPORTATION OFFICIALS ( O) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. \ THERE STREETS, OR LATEST REVISION THEREOF. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IT. \ s "y \ THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK \ • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS N M \ SHEET 5 MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND 0 ^ 0 CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. BLOC I 4 o1 s SERVICE. LOT 900 '° 2 • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED AREA. \ AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS _ �h 3 \ � 38 A \ 2. DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. • DO NOT COMBINE ANY NEW UTILITY EASEMENT WITH DRAINAGE '—L19 w\ s pry ^ \ I 4 1, THE UNDERSIGNED, CITY ENGINEER THE CITY OF SCHERTZ, TEXAS HEREBY (UE) EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY Qs� `�^ ryti. &y 4 sO \ 4 CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE C EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS �b � \ o p " ys �\ °�' \ o oG SHEET INDEX SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. 6 ° "'L23 17.95' o c3 074 eO' NOT TO SCALE UTILITIES. ^�° Sk o° 4368' C35 • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR 29 r�ti �2° 5 � 5 e sue, Q's o90 CITY ENGINEER IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. O� �° ti `, SS kooy o \° a ° s \ -110 p° �, a IU \ �\ ti� °� ss. C\ ^ 6 THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED ^ 1 THE PARKLANDS SUBDIVISION UNIT 1 AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 1 ' \ 14.37' sy° s° yam, ohs \ THIS PLAT OF THE HAS BEEN 2 ° a� 954, ' h a ^o. 2 s° �° . ° ph ° o� e °o s� OWNER: BRIAN &BETH WE SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING BY 7 \ U 5b `'° 6 F hk6o°° S�Np C6g„` ! 1 O a �rS ph \B �6y° S F �� ^ti $ \sq �O \ 5500 ECKHARDT RD. NEW BRAUNFELS, TX 78132 COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMM /SS /ON. NEW BRAUNFELS UTILITIES 6g' �0� m 60, yo c T v h ko A o 9 0 0 9 R p /o c'. 5 (PROPERTY ID# 75446) COUNTY OF GUADALUPE N Q o 3 VOL. 908, PG. 14 DATED THIS DAY OF A.D. 20 \4 's /O ZONING: DVL, AGRICULTURAL USE 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED 15 a° so 0 °'' 1 k O O 4 HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 OF SCHERTZ, TEXAS AND 10 BY., WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE h a� ^° l 14 ^ti ko s° h ti p5 \ s \ CHAIRPERSON PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, / \ .° °'.- s° h °o, .....� 12.31' 5 OO- EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND �` \ — 7 °° 5� 5 0 ti� 5 o. \ U3 l \ CONSIDERATION THEREIN EXPRESSED. po p5 c0 1 / \ 50.60' w ^ohk�o So �° ti�ko \s° °� s� 1 BY: \ 13 / s%� c�L s o ss. 5� o. m 0� °o °' F 5 Cr y, No d s ? /, o0 2g„ 3° \ SECRETARY THIS THE DAY OF ° ti o- ° / \ e G° '" ° 5 N, 60 s9 tio� o os s y ^�c;ko'a ° ° STATE OF TEXAS �v gt� 12 sop°' p`'o / 17.x7' 000. e 12 \�9 COUNTY OF GUADALUPE V /// Rso N N^ 7 pd m �� \ 13.54' ti°' oo tio' 005 �" M1 k BLOCK 5 BLOCK4 \ 1, COUNTY CLERK OF SAID COUNTY, DO OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. h so b `<22 50 11 r °o. 5� 8 Z 7/35 1616 CALLE DEL NORTE #48 o 5 0�9 r2g 6p4F 1 HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE LAREDO, TX 78041 °� "'., 1' ' 0 C29 c s' 7.86' '��" k� 0� 1'f 3 ° 31' s G sq- cb �i 0 o /t < ?� y�h 10 30' / ^ °3, s 985 / o99g0 0$1 DAY OF A.D. AT M. AND DULY 23.11' 0 �� 3R1/2'1�1/ / /.off _ /\ °� / ^ Zss° i3 4.fi\P� y0 v \4 RECORDED THE DAY AT M. IN THE RECORDS yooko0 9 ' 61 OF A. D. OF STATE OF TEXAS COUNTY OF GUADALUPE s 5 1 o ° p -- o a 2s so y ' s o 5 o �„ y G 14 c° `rL`5 CaQ ,`.•#- O O `S� v < �c�, U 11 P� R GUADALUPE COUNTY IN BOOK/VOLUME PAGE 15 �� ti a \V' C fiy�\ 5 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON a 0 6s l / m 11.42' s <y h o / a y 17 y° yy / ^o G\ gyp. 15 °o. F o3� % N h° so 9. °� 8 y� s 3 /� / h a o5 �o °, �s �cP os �/ Fl Pb 13,2g' p \� Q< x(4 0 4P �� ��9 v Q � p� O q\' IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND 1 / 18 Q o ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. `<' / `� yry5 60� o �� o \50 ph5 00✓ ohs 3 'ss ; 3 h d y � C3 5 5 2 15 0 4gs3, k 1 ss° °' COUNTY CLERK, GUADALUPE COUNTY, TEXAS o \^' / hti b o� / 5 \CS GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF O 5p 3g. 3082, SQy" `'ry ^k� 19 I ' 1 / pY k00 1T i d BY.' DEPUTY A..D. Iv r8S4p, gL� 6 ° �OC�r 538 5 .,. 44 20 \ `� ay �' 0 / G 18 0 / 3A2s, GsQ' NOTARYPUBLIC GUADALUPECOUNTYTEXAS tia�6op h 'ss° . O j O s P b ro 9. 5 1 2 s FJ P / s 23 o\ a N 0 2s o, e sso 1 80� 6� \� CC\ 1� 2l If � 9 STATE OF TEXAS a 1 30(�`' 22 s\ s \ 1 / 6 \ L39 5.00' 4 Zs 20 C-) \}\ Q- COUNTY OF GUADALUPE j , p° s -\ / C S °ti ry 0 5 ' �� �Q P11� e \� BLOCK 1 �� o 1s.12' 'a° ss P `� y�W Sa L' 17.02 ° p • �` 4� h mss° °' ENGINEERS + SURVEYING I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS LOT 902 S33 Sg, SQ p1� _ / 21 o° QO l a 3y., j o 0 fi ij w s' ` FIRM# 9513 FIRM# 10122300 BEEN TO THIS PLAT. v q r� so w 1 Off, 202. a, w J s� O \ Q / 3421 PAESANOS PKWY., SUITE. 200 W SAN ANTONIO, TX 782 31 GIVEN \ L3 GQ 22 /SC2 , . 0s11 0� 4y. °S93j., 4 22 1 PHONE: (210) 979 - 8444 FAX: 979 - 8441 REGISTERED PROFESSIONAL ENGINEER �s �33 13.06' � 0Op. ? KFW ENGINEERS PE / 1 �`/ /o 1 0 2/ 5.00' ` CZ> c ° �° s 33o4,µ PRELIM/ NARYSUBDIVISIONPLATESTABLISHING 21 b 00 6 = CK6 17.02' 35.61' A o �O L THE PARKLANDS SUBDIVISION UNIT 1 STATE OF TEXAS / N 2 o o a o 1 �C. A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. COUNTY OF BEXAR o° �l 3 N \\ ° 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM s1 a' h a o 0 ^�� STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND Q NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. ws so 5 5° 5 OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS Aq / L3 0 o S33 5937 °p29 RANCH DEVEL, LTD. OF TERESA A. SEIDEL Ip aa' �� `� �C / cD v O 6 271 s11p, 16.27' 3 00 REMAINING PORTION OF A 194.56 AC, TRACT OF THE OFFICIAOL PUBLIC RECORDS OOF GUADALUPE COUNTY, TEXAS. KEW SURVEDYING, LLCSIONAL LAND SURVEYOR NO. 5672 sy�ti� m c�ti�NI) OWNER: ROLLING HILLS RANCH 14603 HUEBNER RD. BLDG. 40 ® DEVELOPMENT. LTD. `� L SAN ANTONIO, TEXAS 78230 StO �., 1616 CALLE DEL NORTE #48 PHONE: 210- 979 -8444 LAREDO, TX 78041 FAX.- 210- 979 -8441 (VOL, 2260 PG. 355) FIRM LICENSE NO. 10122300 ZONING: PDD, RESIDENTIAL USE PREPARA T /ON DA TE: 0 TOBER 05, 20 15 PAGE 3 OF 6 Date: May 05, 2016, 2 :40pm User ID: sreyes File: P: 11711231011DesigniCivi llP /atIPL1712301- PRELIMINARYdwg KEY NOTES LEGEND O 15'PUBLIC UTILITY EASEMENT SITE 5 ;� � O 100' EASEMENT AND R.O.W TO °' -,tS� -t 1 CITY PUBLIC SERVICE BOARD OF a '� ^n C' i„ z F.LR. = FOUND 1/2" IRON ROD 2O 10'R. O.W DEDICATION TO CITY OF SCHERTZ �� -} O SAN ANTONIO JANUARY 18, 1978. S.I.R. = SET 112" IRON ROD WITH BLUE 3O 20' OPEN SPACE AND DRAINAGE EASEMENT O BIG JOHN WAY (PRIVATE ROAD) ;Gt1, @ �,G CAP STAMPED "KEW SURVEYING" 2 0 �, 60' PROPOSED R.O.W (PER CITY OF SCHERTZ (VOL. 1894. PG. 878) O G A C1 R.O.W. = RIGHT -OF -WAY ® MAJOR/ MINOR THOROUGHFARE PLAN, �� NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT �PGO `tl J CSR ESMT = EASEMENT O VARIABLE WIDTH OPEN SPACE AND J DRAINAGE EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS 50' OPEN SPACE, DRAINAGE, SEWER ,3c m Q G.E.TTV.E. = GAS, ELECTRIC, TELEPHONE, © 16'SANITARY SEWER EASEMENT O &UTILITY EASEMENT c,�'t ], �� (VOL.XXX, PG.XXX) CAALE T.V., EASEMENT 7 VARIABLE WIDTH SANITARY SEWER EASEMENT P.U.E. = PUBLIC UTILITY EASEMENT ® VARIABLE WIDTH OPEN SPACE, DRAINAGE, ¢Q • AND PUBLIC UTILITY EASEMENT VARIABLE WIDTH CLEAR VISION EASEMENT SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT SEE SHEET 6 OF 6 FOR LINE AND CURVE TABLES 1 CORNERS UNLE SS OTHERWISE.ASTIC CAP STAMPED "KEW SURVEYING" SET AT ALL L OCA T /ON MAP N.T.S. GVEC NOTES: 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 1. GVEC TO NAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER PANEL NO. 48187C0090F, DATED NOVEMBER 7, 2007. OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). AND UNDERGROUND UTILITIES. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY SCALE: 1 "= 100' GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. 0' 50' 100' 150' 200' N.B.U. NOTES MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT. OR ANY PART OF IT. • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND SERVICE. • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED AREA. • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS UTILITIES. • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 BY., NEW BRAUNFELS UTILITIES COUNTY OF GUADALUPE I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 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 DAYOF OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. 1616 CALLE DEL NORTE #48 LAREDO, TX 78041 STATE OF TEXAS COUNTY OF GUADALUPE 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 DAYOF A..D. NOTARYPUBLIC GUADALUPE COUNTY TEXAS STATE OF TEXAS COUNTY OF GUADALUPE 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 , 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210- 979 -8441 FIRM LICENSE NO. 10122300 �l PM mom 'r� = 0% 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 OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2, SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS. 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, 6, ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. 8. LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED POD. 10. 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. 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. CLEAR VISION NOTE: CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND 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 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. SHEET INDEX CITY ENGINEER NOT TO SCALE MATCHLINE "C" SEE SHEET 5 OF 6 THIS PLAT OF THE THE PARKLANDS SUBDIVISION UNIT I 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 STATE OF TEXAS COUNTY OF GUADALUPE 1, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE DAYOF A.D. AT M. AND DULY RECORDED THE DAYOF A.D. AT M. IN THE RECORDS OF GUADALUPE COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF PREPARA T /ON DA TE: OCTOBER 05, 2015 A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY.' DEPUTY 19W ENGINEERS + SURVEYING FIRM# 9513 FIRM# 10122300 3421 PAESANOS PKWY., SUITE. 200 SAN ANTONIO, TX 78231 PHONE: (210) 979 - 8444 FAX: (210) 979 - 8441 PRELIMINARYSUBDIVISION PLA T ESTABLISHING THE PARKLANDS SUBDIVISION UNIT 1 A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE 355 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. Date: May 05, 2016, 2 :41 pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg PAGE 4 OF 6 Date: May 05, 2016, 2 :41 pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg KEY NOTES NOTES: LEGEND Oi 15'PUBLIC UTILITY EASEMENT SITE � � a O 100' EASEMENT AND R.O.W TO 1 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL °' �-o -t '� ^n G .,, i„ z F.LR. = FOUND 1/2 "IRON ROD 2O 10'R. O.W DEDICATION TO CITY OF SCHERTZ CITY PUBLIC SERVICE BOARD OF SAN ANTONIO JANUARY 18, 1978. 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 .f�}p� �t,� -} 0 - s l.t�' S.I.R. = SET 1/2" IRON ROD WITH BLUE 3 20' OPEN SPACE AND DRAINAGE EASEMENT O CAP STAMPED "KFW SURVEYING" BIG JOHN WAY PRIVATE ROAD 2 ( ) 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 �!s r,� y, @ �,G ` 60' PROPOSED R.O.W (PER CITY OF SCHERTZ (VOL 1894. PG. 878 ) AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING OG pryer O GOD R.O.W. = G * ( �� RIGHT -OF -WAY ® MAJOR /MINOR THOROUGHFARE PLAN, NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE J C9R ESMT = EASEMENT VARIABLE WIDTH OPEN SPACE AND �PG `tl J O DRAINAGE EASEMENT EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. O.P.R. = OFFICIAL PUBLIC RECORDS 50' OPEN SPACE, DRAINAGE, SEWER O 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY (t`�*'r�¢.�4�� 5 G.E T.TV.E. = ], �� 6 16'SANITARYSEWEREASEMENT GAS, ELECTRIC, TELEPHONE, O &UTILITYEASEMENT (VOL.XXX, PG.XXX) ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND c�'t' CABLE T.V., EASEMENT 7 VARIABLE WIDTH SANITARY SEWER EASEMENT BUILDING PERMITS. P.U.E. = PUBLIC UTILITY EASEMENT ® VARIABLE WIDTH OPEN SPACE, DRAINAGE, 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS Q AND PUBLIC UTILITY EASEMENT p � SUCCESSORS AND / OR ASSIGNS. VARIABLE WIDTH CLEAR VISION EASEMENT SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT SEE SHEET 6 OF 6 FOR 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. LINE AND CURVE TABLES 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, 1. L T /ON MAP 112" DIAMETER CAP STAMPED "KFW SURVEYING" SET AT ALL OCA N.T.S. S NOTED OTHERWISE. CORNERS UNLESS 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. GVEC NOTES: 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR 1. GVEC TO NAVE A 5' WIDE ELECTRIC EASEMENT ON ALL ROAD TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. FLOODPLAIN. CROSSINGS IN WHICH ELECTRICAL LINES ARE PLACED. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% OWNERS ASSOCIATION. 2. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER PANEL NO. 48187C0090F, DATED NOVEMBER 7, 2007. 8. LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF AND UNDERGROUND UTILITIES. THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. MATCHLINE "C" SEE SHEET 4 OF 6 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED PDD. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. OEM mmm mmm smammum mmmm Now= now 10. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION /' 1 ) SCALE: > "_ 100' PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. REMAINING PORTION OF A 194.56 AC. TRACT AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. } d' OWNER: ROLLING HILLS RANCH 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. ! / DEVELOPMENT, LTD' 0' 50' 100' 150' 200' N.B.U. NOTES: " �j 1616 CALLS DEL NORTE #48 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. LAREDO, TX 78041 THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE r� mm, (VOL, 2260 PG• 355) OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING , e ZONING: PDD, RESIDENTIAL USE CLEAR VISION NOTE: LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT LO 2� O V) WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR i 9° " , Qs 6 CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH THAN THREE FEET AND LOWER THAN EIGHT INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS �0.. ARE HIGHER (3) (8) FEET THE PAVEMENT PER THE OF STATE HIGHWAY UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE ABOVE AS AMERICAN ASSOCIATION AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. STREETS, OR LATEST REVISION THEREOF. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE ; i2G 4j UTILITIES TO UTILIZE THE EASEMENT, OR ANY PART OF IL � ZO y '"°'* N24 °5737°W 130.25' °' '``.. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE ,' MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS N } EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND (• CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. SERVICE. `� ^., UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT LO YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED o AREA. !66 a AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS % DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY° ° SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS N UTILITIES. n LO • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR "' \ CITY ENGINEER IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. ( W THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED r AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE w z p � uZ THIS PLAT OF THE THE PARKLANDS SUBDIVISION UNIT I HAS BEEN DAY OF 20 a w cn -° U) - 1 C� X CO Q q g v) SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING BY. co p8 9• OCK 4 ° w _j Q C. � COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY NEW BRAUNFELS UTILITIES w 4 --I 9 3�2$ co W q Nag° L�7T 901 q o J w 5 c, CL APPROVED BY SUCH COMM /SS /ON. d Q- W COUNTY OF GUADALUPE _1 o -.3� i3`p W i � "- ` a °n gc'�KQO -a DATED THIS DAYOF A.D. 20 I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED Q (D Lu W x a- W U y uj � �? HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 OF SCHERTZ, TEXAS AND z C)- Q p 1,0, cr BY WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE q uW O N : j F O W 1 CHAIRPERSON T ATHEREON ASHOWN AAND W U q ��' EASEMENTS, AND PUBLIC PLACES FOR THE PURPOSE CZ3 CONSIDERATION THEREIN EXPRESSED. W BY: Q .. SECRETARY t...a THIS THE DAYOF ` .. .._...,.` TEXAS Lu COUNTY OF GUADALUPE I, COUNTY CLERK OF SAID COUNTY, DO OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. 1616 CALLE DEL NORTE #48 <r` N HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE LAREDO, TX 78041 r� DAY OF A.D. AT M. AND DULY S12 2528. 133,4 l� ) RECORDED THE DAYOF A.D. AT M. IN THE RECORDS OF STATE OF TEXAS O COUNTY OF GUADALUPE � � � � � GUADALUPE COUNTY INBOOK /VOLUME PAGE � „� � BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY 1 ` IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, APPEARED , KNOWN TO ME TO BE THE PERSON Md. °� THIS DAY OF A.D. 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. 1y COUNTY CLERK, GUADALUPE COUNTY, TEXAS HEST 2 �2> W (0 5 gBY., DEPUTY GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAYOF A..D. /t 1 O� �� �, N a ° SHEET -- M Ems—„ ;z - w d Lu )G o:a co Cl �tWxcc 2 CO New ©N NOTARYPUBLIC GUADALUPE COUNTY TEXAS HEFT 3 i,,o < ° � z m a STATE OF TEXAS q Q } C) COUNTY OF GUADALUPE Z Lu 4 c5 ; Lu ENGINEERS +SURVEYING I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF cS FIRM# 9513 FIRM# 10122300 TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS SHEET 4 0 3421 PAESANOS PKWY., SUITE. 200 BEEN GIVEN TO THIS PLAT � N SAN ANTONIO, TX 78231 PHONE: (210) 979 - 8444 FAX: 979 8441 / N (210) - REGISTERED PROFESSIONS ENGINEER o PRELIMINARYSUBDIVISIONPLATESTABLISHING KFWENGINEERS ' THE PARKLANDS SUBDIVISION UNIT 1 SHEET 5y �M STATE OF TEXAS COUNTY OF BEXAR A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM v @ 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND �y NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS i RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE 355 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC SHEET INDEX 4 14603 HUEBNER RD. BLDG. 40 NOT TO SCALE SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210- 979 -8441 FIRM LICENSE NO. 10122300 P EPARA T /ON DA TE: 0 TOBER 05, 2015 PAGE 5 OF 6 Date: May 05, 2016, 2 :41 pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg 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 TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERGROUND UTILITIES. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. N.B.U. NOTES ®VARIABLE WIDTH OPEN SPACE, DRAINAGE, LENGTH KEY NOTES AND PUBLIC UTILITY EASEMENT DELTA O9 LEGEND Oi 15' PUBLIC UTILITY EASEMENT 10' PUBLIC UTILITY EASEMENT 100' EASEMENT AND R.O.W TO F.LR. = FOUND 112" IRON ROD S69 °46'20 "W 10' R.O.W DEDICATION TO CITY OF SCHERTZ OCITY PUBLIC SERVICE BOARD OF CAP STAMPED "KEW SURVEYING" SET AT ALL 45 °07'25" 57.55' N33 °2647 "W C3 SAN ANTONIO JANUARY 18, 1978. S.I.R. = SET 112" IRON ROD WITH BLUE 3O 20' OPEN SPACE AND DRAINAGE EASEMENT N18 °12'23 "W BIG JOHN WAY (PRIVATE ROAD) 56.19' CAP STAMPED "KEW SURVEYING' 31.48' 60' PROPOSED R.O.IN (PER CITY OF SCHERTZ 2 O (VOL. 1894. PG. 878) R.O.W. = RIGHT -OF -WAY ® MAJOR/ MINOR THOROUGHFARE PLAN, 50 °4551" 107.16' N73 °4759 "W C6 36.62' NOVEMBER 20, 2012 O VISTA RIDGE WATER EASEMENT ESMT = EASEMENT O VARIABLE WIDTH OPEN SPACE AND 841.00' 72.25' O.P.R. = OFFICIAL PUBLIC RECORDS S84 °1551 "W DRAINAGE EASEMENT 22.56' 50' OPEN SPACE, DRAINAGE, SEWER G.E.TTV.E. = GAS, ELECTRIC, TELEPHONE, © 16'SANITARY SEWER EASEMENT 5 O & UTILITY EASEMENT 125.00' CABLE T.V., EASEMENT 2 °15'59" 4.94' S4 °08'16 "W (VOL.XXX, PG.XXX) 39.66' 75.00' O7 VARIABLE WIDTH SANITARY SEWER EASEMENT 39.20' S18 °09'07 'W P.U.E. = PUBLIC UTILITY EASEMENT 15.00' 14.61' 88 °28'20" 20.93' 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 TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERGROUND UTILITIES. THIS SUBDIVISION PLAT OF PARKLANDS UNIT 1 SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC. N.B.U. NOTES ®VARIABLE WIDTH OPEN SPACE, DRAINAGE, LENGTH RADIUS AND PUBLIC UTILITY EASEMENT DELTA O9 VARIABLE WIDTH CLEAR VISION EASEMENT C1 SURVEYOR NOTES: 10' PUBLIC UTILITY EASEMENT 16.24' SEE SHEET 6 OF 6 FOR 32.33' S69 °46'20 "W C2 LINE AND CURVE TABLES 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KEW SURVEYING" SET AT ALL 45 °07'25" 57.55' CORNERS UNLESS NOTED OTHERWISE. 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00015637894. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 90 OF 480, COMMUNITY PANEL NO. 48187C0090E DATED NOVEMBER 7, 2007. 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). MAINTENANCE OF DEDICATED UTILITY EASEMENT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. ANY USE, OF AN EASEMENT, OR ANY PORTION OF IT INCLUDING LANDSCAPING OR DRAINAGE FEATURES, IS SUBJECTED TO AND SHALL NOT CONFLICT WITH THE TERMS AND CONDITIONS IN THE EASEMENT, MUST NOT ENDANGER OR INTERFERE WITH THE RIGHTS GRANTED BY THE EASEMENT TO NEW BRAUNFELS UTILITIES, ITS SUCCESSORS AND ASSIGNS, AND SHALL BE SUBJECT TO APPLICABLE PERMIT REQUIREMENTS OF THE CITY OF SCHERTZ OR ANY OTHER GOVERNING BODY. THE PROPERTY OWNER MUST OBTAIN, IN ADVANCE, WRITTEN AGREEMENT WITH THE UTILITIES TO UTILIZE THE EASEMENT. OR ANY PART OF IT. • UTILITIES WILL POSSESS A 5 -FOOT WIDE SERVICE EASEMENT TO THE DWELLING ALONG THE SERVICE LINE TO THE SERVICE ENTRANCE. THIS EASEMENT WILL VARY DEPENDING UPON LOCATION OF DWELLING AND SERVICE. • UTILITIES SHALL HAVE ACCESS TO THE METER LOCATIONS FROM THE FRONT YARD AND METER LOCATIONS SHALL NOT BE LOCATED WITHIN A FENCED AREA. • EACH TRACT IS SUBJECT TO FLOATING GUY WIRE EASEMENTS AND ITS DIMENSIONS SHALL BE DETERMINED BY THE NEED OF THE UTILITIES. • DO NOT COMBINE ANY NEW UTILITY EASEMENT (UE) WITH DRAINAGE EASEMENTS (DE) OR MAKE CHANGES IN GRADE WITHIN THE UTILITY EASEMENTS (UE) WITHOUT WRITTEN APPROVAL FROM NEW BRAUNFELS UTILITIES. • NEW BRAUNFELS UTILITIES IS NOT RESPONSIBLE FOR LANDSCAPING OR IRRIGATION LINES PLACED IN A LANDSCAPE EASEMENT /UTILITY EASEMENT. THIS PLAT OF THE PARKLANDS UNIT 1 HAS BEEN SUBMITTED AND APPROVED BY NEW BRAUNFELS UTILITIES ON THE DAY OF 20 BY., NEW BRAUNFELS UTILITIES COUNTY OF GUADALUPE I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE THE PARKLANDS SUBDIVISION UNIT 1 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 DAYOF OWNER: ROLLING HILLS RANCH DEVELOPMENT, LTD. 1616 CALLE DEL NORTE #48 LAREDO, TX 78041 STATE OF TEXAS COUNTY OF GUADALUPE 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 DAYOF A..D. NOTARY PUBLIC GUADALUPE COUNTY TEXAS STATE OF TEXAS COUNTY OF GUADALUPE 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 , 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 KEW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210- 979 -8444 FAX: 210- 979 -8441 FIRM LICENSE NO. 10122300 CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 32.38' 175.00' 16.24' 10 °36'05" 32.33' S69 °46'20 "W C2 59.07' 75.00' 31.16' 45 °07'25" 57.55' N33 °2647 "W C3 83.06' 325.00' 41.76' 14 °3838" 82.84' N18 °12'23 "W C4 56.19' 50.00' 31.48' 64 °2328" 53.28' S64 °4459 "W C5 110.75' 125.00' 59.31' 50 °4551" 107.16' N73 °4759 "W C6 36.62' 175.00' 18.38' 11'59 28 " 3656' N9 °00'41 "E C7 144.15' 841.00' 72.25' 9 °49'14" 143.97' S84 °1551 "W C8 22.56' 15.00' 14.03' 86 °10'12" 20.49' N46 °05'22 "E C9 4.94' 125.00' 2.47' 2 °15'59" 4.94' S4 °08'16 "W CIO 39.66' 75.00' 20.30' 30 °17'42" 39.20' S18 °09'07 'W C11 23.16' 15.00' 14.61' 88 °28'20" 20.93' S41 °13'54 "E C12 207.74' 841.00' 104.40' 14 °09'10" 207.21' N78 °2328 "W C13 22.93' 15.00' 14.38' 87 °34'05" 20.76' N64 °54'04 "E C14 207.42' 275.00' 108.92' 43 °12'53" 202.53' S42 °43'28 "W C15 10.20' 15.00' 5.31' 38 °5822" 10.01' N44 °50'44 "E C16 147.24' 50.00' 506.69' 168 °4343" 99.52' N70 °16'36 "W C17 10.20' 15.00' 5.31' 38 °5822" 10.01' S5 °23'55 "E C18 197.75' 125.00' 126.41' 90 °3836" 177.77' S70 °12'24 "E C19 53.03' 175.00' 1 26.72' 17 °2146" 52.83' N83 °45'16 "E C20 18AT 15.00' 10.61' 70 °3246" 17.32' S57 °09'46 "W C21 68.65' 325.00' 34.45' 12 °06'08" 68.52' N27 °5627 "E C22 23.56' 15.00' 15.00' 90 °00'00" 21.21' S11 °00'29 "E C23 23.56' 15.00' 15.00' 90 °00'00" 21.21' N78 °59'31 "E C24 47.41' 275.00' 23.76' 9 °5240" 47.35' N29 °03'11 "E C25 22.81' 15.00' 14.26' 87 °06'59" 20.67' N19 °2639 "W C26 116.42' 175.00' 60.46' 38 °07'02" 114.29' S43 °5637 "E C27 23.77' 15.00' 15.21' 90 °4659" 21.36' N70 °16'36 "W C28 36.57' 225.00' 18.32' 9 °18'42" 36.53' S59 °40'34 "W C29 15.12' 15.00' 8.28' 57 °46'09" 14.49' S26 °08'09 "W C30 309.49' 60.00' 37.83' 1 295 °32'17" 64.00' S34 05847 "E C31 15.12' 15.00' 8.28' 57 °46'09" 14.49' N83 °54'17 "E C32 44.69' 275.00' 22.40' 9 01842" 44.64' S59 °40'34 "W C33 23.36' 15.00' 14.80' 89 °13'01" 21.07' N19 °4324 "E C34 39.61' 25.00' 25.34' 90 °4659" 35.60' N70 °16'36 "W C35 169.70' 225.00' 89.12' 43 °12'53" 16571' S42 °4328 "W C36 22.80' 15.00' 14.25' 87 °04'31" 20.66' S22 °25'14 "E C37 146.05' 841.00' 73.21' 9 °57'00" 145.86' N60 °5859 "W C38 23.61' 15.00' 15.05' 90 °11'36" 21.25' S78 °5343 "W C39 44.85' 225.00' 22.50' 11 °25'19" 44.78' N39 °30'35 "E C40 23.56' 15.00' 15.00' 90 °00'00" 21.21' SO °13'14 "W CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C41 16.97' 15.00' 9.52' 64 °49'21" 16.08' S61 °13'03 "E C42 137.43' 50.00' 251.19' 157 °29'05" 98.08' N14 °53'11 "W C43 16.97' 15.00' 9.52' 64 °49'21" 16.08' S31 °2641 "W C44 173.84' 200.00' 92.84' 49 °48'05" 168.42' N19 °06'13 "W C45 19.22' 15.00' 11.18' 73 °2354" 17.93' N81 °2843 'W C46 320.26' 125.00' 41916' 146 °4749" 239,58' S44 °4646 "E C47 19.22' 15.00' 11.18' 73 °2354" 17.93' N8 °04'49 "W C48 128.19' 175.00' 67.13' 41'58'16" 125.35' N65 °45'54 "W C49 67.93' 245.00' 34.19' 15 °53'12" 67.71' S85 °18'23 "W C50 44.88' 25.00' 31.35' 102 °51'01" 39.09' S25 °56'16 "W C51 20.07' 15.00' 11.86' 76 °3927" 18.61' S63 °4858 "E C52 133.79' 50.00' 210.82' 153 °18'55" 97.30' N25 °29'14 "W C53 20.07' 15.00' 11.86' 76 °3927" 18.61' S12 °50'30 "W C54 23.56' 15.00' 15.00' 90 °00'00" 21.21' S70 °29'14 "E C55 23.56' 15.00' 15.00' 90 °00'00" 21.21' S19 °30'46 "W C56 20.34' 15.00' 12.08' 77 °40'56" 18.81' S64 °19'42 "E C57 302.75' 60.00' 42.71' 289 °06'22" 69.59' N41 °23'01 "E C58 8.23' 15.00' 4.22' 31'2526" 8.12' N9 °46'31 "W C59 1 23.56' 15.00' 15.00' 90 °00'00" 21.21' N70 °29'14 "W C62 23.56' 15.00' 15.00' 90 °00'00" 21.21' N19 °30'46 "E C63 152.15' 50.00' 1012.77' 174 020'50" 99.88' S22 °31'32 "W C64 9.13' 15.00' 4.71' 34 °53'04" 8.99' S87 °4435 "E C65 94.92' 295.00' 47.87' 18 °26'05" 94.51' S84 °01'56 "W C66 164.82' 225.00' 86.30' 41 058'16" 161.16' N65 °4554 "W C67 23.56' 15.00' 15,00' 90 °00'00" 21.21' S89 °4646 "E C68 34.23' 175.00' 17.17' 11 °12'20" 34.17' N39 037'04 "E C69 24.28' 15.00' 15.74' 92 °45'41" 21.72' N12 °21'56 "W C70 742.41' 781.00' 401.94' 54 °2754" 714.78' N85 °5844 "W C71 34.51' 15.00' 33.54' 131 °4837" 27.39' N21 °0733 "E C72 126.16' 75.00' 83.85' 96 °2246" 111.80' S44 °4646 "E C73 34.51' 15.00' 33.54' 131'4837" 27.39' S69 °18'56 "W C74 10.25' 15.00' 5.34' 39 °09'39" 10.05' N45 °04'04 "W C76 29.51' 250.00' 14.77' 6 °4548" 29.49' N2 °24'55 "E C77 69.70' 250.00' 35.08' 15 °5824" 69.47' N36 °4734 'W C78 32.21' 20.00' 20.81' 92 °1634" 28.84' S20 °39'03 "W C79 555.26' 761.00' 290.64' 41'48'19" 543.02' S88 °06'07 "W C80 32.15' 200.00' 1611' 9 °12'36" 32.1V S10 °24'07 "W C81 40.19' 250.00' 20.14' 9 °12'36" 40.14' N10 °24'07 "E LINE TABLE LINE LENGTH BEARING Ll 5.06' N64 °28'18 "E L2 16.44' S64 °28'18 "W L4 39.90' N25 °31'42 "W L5 5T 79' N70 °17'56 "W L6 8.12' N25 °38'14 "W L7 26.31' S11 °17'12 "W L8 30.90' N56 °00'29 "W L10 50.25' S33 °59'31 'W L11 20,00' N25 °54'08 "W L12 44.00' N64 °30'46 "E L13 25.80' N31 °48'01 "E L14 50.00' N84 °12'11 "IN L15 48.19' N44 °14'49 "E L16 49.51' N57 °3528 "E L17 43.74' S3 °00'16 'W L18 42.13' N3 °00'16 "E L19 24.15' S21 °07'02 "W L21 31.22' N55 °01'13 "E L22 31.22' N55 °01'13 "E L23 24.49' N21 °07'02 "E LINE TABLE LINE LENGTH BEARING L24 81.32' N25 029'14 "W L27 26.65' N64 °30'46 "E L28 18.03' N81 °47'50 "W L29 18.03' S30 °4922 "W L30 70.00' N25 °29'14 "W L31 41.36' N25 °29'14 "W L32 19.90' S15 °00'25 "W L33 25.75' N69 °3846 "W L34 8.19' N76 °43'08 "E L35 43.80' S78 °5931 "W L36 22.63' S56 °00'29 "E L37 21.21' S78 °5931 "W L38 15.01' N31 °47'07 "E L39 21.09' N31 °47'07 "E L40 10.21' N76 °43'08 "E 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 OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2, SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS. 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 113 BUILDABLE LOTS, 62 "SF 60" LOTS AND 51 "SF 50" LOTS, 6, ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 90 OF 480, COMMUNITY PANEL NO. 48187C0090F, DATED NOVEMBER 2, 2007. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. T LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. 8. LOT 1, BLOCK 8; LOT 1, BLOCK 9; LOT 1, BLOCK 10; LOT 1, BLOCK 11; LOT 1, BLOCK 12; LOT 1, BLOCK 13; LOT 1, BLOCK 14; LOT 1, BLOCK 15; LOT 1, BLOCK 16 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. PROPERTY BEING PLATTED IS CURRENTLY ZONED POD. 10. 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. 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. CLEAR VISION NOTE: CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND 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 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 PLAT OF THE THE PARKLANDS SUBDIVISION UNIT I 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 STATE OF TEXAS COUNTY OF GUADALUPE 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 DAYOF A.D. AT M. IN THE RECORDS OF GUADALUPE COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF PREPARA T /ON DA TE: OCTOBER 05, 2015 A.D. COUNTY CLERK, GUADALUPE COUNTY, TEXAS BY.' DEPUTY lqw ENGINEERS + SURVEYING FIRM# 9513 FIRM# 10122300 3421 PAESANOS PKWY., SUITE. 200 SAN ANTONIO, TX 78231 PHONE: (210) 979 - 8444 FAX: (210) 979 - 8441 PRELIMINARY SUBD /VlS /ON PLA T ESTABLISH /NG THE PARKLANDS SUBDIVISION UNIT 1 A 47.50 ACRE TRACT OF LAND, OUT OF THE JOHN NOYES SURVEY NO. 259, ABSTRACT NO. 253, AND THE CARROL M. GAHOGAN, JR. SURVEY NO. 25, ABSTRACT NO. 142, GUADALUPE COUNTY, TEXAS AND BEING OUT OF A 194.56 ACRE TRACT OF LAND CONVEYED TO ROLLING HILLS RANCH DEVELOPMENT, LTD. OF RECORD IN VOLUME 2260 PAGE 355 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. Date: May 05, 2016, 2:43pm User ID: sreyes File: P: 11711231011DesigniCivi llPlatIPL1712301- PRELIMINARYdwg PA GE 6 OF 6 TO: Planning and Zoning Commission CASE: Waiver — Rough Proportionality on roadway construction associated with PC2016 -019 SUBJECT: Consider and act upon a request for approval of a waiver regarding Rough Proportionality on roadway construction related to the proposed final plat of The Reserve at Schertz II, Unit 3, an approximately 19 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. 828, City of Schertz, Bexar County, Texas and generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. GENERAL INFORMATION: Owner Developer /Applicant: Triple H Development, LLC, Harry Hausman, Developer Proieci t Engineer: Coursen- Koehler Engineering & Assoc., Andy Rodriguez ITEM SUMMARY: The applicant is proposing to develop The Reserve at Schertz II which is approximately 103 acres that is zoned Residential Agriculture (RA). The subdivision is proposed to develop in four (4) phases with 127 single family residential lots. The applicant is seeking approval of a waiver, pursuant to Section 21.12.15, from Section 21.4.15.E.1 regarding the construction of public infrastructure at the Reserve at Schertz II Subdivision. 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. PUBLIC IMPROVEMENTS: The applicant is seeking approval of a waiver regarding the construction of public infrastructure at the Reserve at Schertz II Subdivision. The proposed subdivision is located adjacent to Graytown Road, Boeing Drive and the proposed Lazar Parkway. 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 a 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 Road 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. 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 with each unit 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. 1. G 92-M F-11 -M1 : x,M L 0 Staff recommends approval of the waiver request for The Reserve at Schertz II subdivision, Unit 3 based on the calculations provided by the applicant for rough proportionality. The developer will be dedicating the necessary right -of -way. 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: iN 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 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: Exhibit Waiver letter ®UR5 N ®EH`L E' R D, E N �G I N E'E IR I N G & ,A`�9 9 �O C 1 A T E 3 May 6, 2016 Bryce Cox Planner I Development Services City of Schertz 1400 Schertz Parkway Schertz, Texas 78154 The Reserve at Schertz II Unit 3, Request for Waiver -Rough Proportionality Dear Mr. Cox: In Behalf of the Client, Triple H Development, LLC, we are seeking a Waiver -Rough Proportionality. The applicant is seeking a waiver, pursuant to Section 21.12.15, from Section 21.4.15.E.1 regarding the construction of public infrastructure. Pursuant to Texas Local Government Code, Section 212.904, and Section 21.1.7 of the Schertz UDC, the municipal infrastructure improvements, including the dedication of right -of- way, payment of fees, and the payment of construction costs, required by the UDC exceeds the amount that is roughly proportionate to the proposed development's impact on the municipal infrastructure. The Reserve at Schertz II consists of 127 residential units. The proposed supply of municipal infrastructure to be dedicated, constructed or, at the option of the developer, a fee in lieu of construction paid by the developer, consists of the following: Intersection Improvement: * Lazar Parkway Intersection 86 LF of 42 LF (wide) of Pavement * Lazar Parkway Intersection 2 x 86 LF = 172 L.F. of 5LF (wide) Sidewalk * Lazar Parkway Intersection 2 x 86 LF= 172 LF of Curb * Boenig Dr. and Graytown Dr. 3058 LF of 5 LF (wide) Sidewalk * Lazar Parkway Roadway Culvert Crossing 2 culvert crossings Right -of -Way Dedication * Boenig Dr. 10 LF Street Dedication = 0.580 Acres * Graytown Rd. 13 LF Street Dedication = 0.265 Acres * Lazar Parkway 86 LF Row /Street Dedication = 4.310 Acres According to the City of San Antonio's methodology, the supply provided is roughly proportional to the demand resulting from the development. Therefore, the proposed supply complies with the requirements of State Law. I Il ii� It E N G I N E E)R I N G &',A S S O C 1'A TI E S As the traffic impact on the existing and proposed infi-astructure is minimal, the granting of this waiver will not have a negative impact upon traffic conditions, nor upon the health, safety, convenience, and welfare of those residents within The Reserve at Schertz II or communities in the vicinity. (See Section 21.12.15.A) The granting of this waiver will not be detrimental to the public health, safety, or welfare, or be injurious to other property in the area. (See Section 21.12.15.A.I.) Further, the granting of this waiver will not have the effect of preventing the orderly subdivision of other land in the area. (See 21.12.15.A.2.) The granting of this waiver does not constitute a violation of a valid law, ordinance, code, or regulation of the City. (See Section 21.12.15.D.) In fact, the use of roughly proportionality is required by the City of SchertzUDS and State Law. As stated above, the granting of this waiver will not have detrimental effect on property owners within The Reserve at Schertz 11, nor will it have any detrimental effect on property owners or propelty in the vicinity of The Reserve at Schertz II or the City of Scheltz as a whole. Therefore, in accordance with the UDC, the applicant respectfully requests that City Staff recommend, and the Planning and Zoning Commission approve, the granting of a waiver to employ the rough proportionality methodology to determine the municipal infrastructure improvements required to be dedicated or constructed by the developer, as required by State Law. Should you have any questions, please do not hesitate to contact me. Very truly yours, And od Que'z Project Managar cc: HanyHausman Via Email: hanylhausman@gmail.com Page 2 May 6,20 16 Rough proportionality Worksheet for Roadway infrastructure Improvements City of San Antonio, Texas Development Name ThaReserveat Schertzif Applicant Gamacle- Hemandez S Associates Legal Description (Lot, Stock): Case /Plat Number: Date: July142814 DEMAND - Traffic Generated by proposed Development: Peak PoefedtoAnalyza: Top eenaramo Memel: OPM Peek FE Linear E.,, �. ._ .. Q% PM Feak. Regrexon Equatcns Peak keenest Trip Land Vse Typet: Development Unit Intensltya: Nou.Trip Capture Length ': Demand noomat of note': Rate° (mite- . eshlaie:rertes) Development': (s) enptr I., DW.fcJNOeema :: Divehi, Unit '127 1,01 F—o--A7 128.27 $293,931 )T I .'ft Amy f p I tl eeenof'n l d d'Ah; m tlrt Tp fi 4- 1 ! ( fgofths f ."vAa,o irl'Ifonfu. Men (a)SVHobn! says.FIn euppd /(maGre e9icuk(vli�bM1tl (L) It 11- Freed to 6y me G(y Axn it MY 11A scnplm meeting D�000 IMPACT OF DEMAND PLACED ON THOROUGHFARE- SYSTEM: 928.27 $293,931 Estimated Average Cost Per Vehicle- Miler: $2,29f50 Roadwap Supply Off -Site Roads to be Builtor Funded by the Applicant: ....... ....... .... ............... ........... .._..,....... ....., Roatlway NVmber of 0.oatlwoy Name: Classiflcatbm Yenglh To,. Supply Cost .- 1EStlmale b..d an (Feat Ignes: EWt..s .Tit Detailed OPG(le: (S) ROADWAY SUPPLY ADDED TO SYSTEM SUBTOTAL: $0 Intersection Improvements Specific lmprovementsio be Owlt orFundetl bythe Applicant ire t ..... .... ...._ Lamar- P'1Ipfel;fitl00 86 LF of 42 LF (W..) or PaYsenat@ 9231 LF F—nn e..ee, ;A, : $]O T(8 Lazer PHWy in,erseaton 2x86 LE ITnF Of 9 LF (WWI) Sea —C 11291 LF G "End Lazar Pkwy IMerseclon —RYRa 2 x 89 IF LF of Curb @ $151 LF 'J $2 SBO eoeng Drso 3,058 LP6f6 LF(Wae) SWQAWC @ $25ILF :, §g §9ED k -advuy Emven Dimon, 1Ss-o do 5150001 Stlalhum 05369 ➢0 $58000 INTERSECTION IMPROVEMENTS ADDED TO SYSTEM SUBTOTAL: $204,108 Right -of -Way Dedication ROW to be dedlcatetl by the Appheant: flOW eedoatioR Sensual 0e I tmn of ROW ofd em n _ �....nn. .. 40 Imr 6osng Or tO LF in Detllcalob OSBDAcresx St30e0 tACie: <$yv646 Gayfown Rd 13 LF attest Oetlot.., tr265 Avre.$130001 Acre' ::$3445 Laar Pkxy eS LF ROWISIreei Dedcalon- 4 at0 ACmax$13.000 I Acra §$6030 RIGHT -OF -WAY DEDICATION SUPPLY ADD ED TO SYS i'EM S BTTTAL: $67,015 TOTAL VALUE OF SUPPLY ADDED TO THOROUGHFARE SYSTEM:. $271,123 NI e tl p aid et p Jlh d y pply( J g g)b tl M flab ft tlst g ,' hl l 4 tl p 'gb d El l;d i" iy g mW, F I, Jim desgn: Eebmketl'ntersecko povemenicsov am, N deft ., sh,aid Is A,1.fled We, Apprzal pslncf,sA. inumb tpare left of mdtl amulipetl by Ib nmpimld'Cndvalues). '.. SUPPLY I DEMAND COMPARISON: A.mPio n or of,he capacity provided Lys development against the ant, impels of the proposed doeWs,revem, Cost Cbmparisop TOTAL IMPACT OF DEMAND PLACED ON THOROUGHFARE SYSTEM: $293,931 DEMAND .SUPPLY TOTAL VALUE OF CAPACITY (SUPPLY) ADDED TO THOROUGHFARE SYSTEM: $271,123 108,41% Based on the results of th mbghpbp ni malty analysts the anticipated impact of demand on the system exceeds the velue of capacity {supply) provided by the proposal de.t.poLmL Given fi s assumptions the but droned impact ofdemand fthe: development exceeds the Wine of ip city supplied by appmxlmsely 10041% Therefor, the matlway repr, marls required by the Cty ate jusiired( is the applicant is addng less capadty than needed to suppod their devmdpinsnt), - nay avpeneae me resmm ortms anagms, TO: Planning and Zoning Commission PREPARED BY: Channary Gould, Planner CASE: PC2016 -019 The Reserve at Schertz II, Unit 3 — Final Plat Subject: Consider and act upon a request for approval of a final plat of The Reserve at Schertz II, Unit 3, an approximately 19 acre tract of land situated in the S. B. Lewis Survey No. 317, Abstract No. 433, and the Antonio Zamora Survey No. 36, Abstract No. 828 City of Schertz, Bexar County, Texas, generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. GENERAL INFORMATION Owner /Applicant: Triple H Development, LLC, Harry Hausman, Developer Project Engineer: Coursen- Koehler Engineering & Associates, John LaRo .d:• ,"I A Master Plan for The Reserve at Schertz II was approved on April 9, 2014. The Planning and Zoning Commission approved the preliminary plat on June 24, 2015. APPLICATION SUBMITTAL DATE: March 28, 2016 (Original Application) April 27, 2016 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 19 acres of land establishing 23 single family residential lots with a minimum lot size of 21,780 square feet and 25 -foot building setbacks on all sides dictated by the zoning district. The site is zoned Residential Agriculture (RA). The plat was reviewed in accordance with the current Schertz Unified Development Code (UDC) (Ordinance 11 -S -15, as amended). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road, adjacent to The Reserve at Schertz Unit 1. 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 Graytown Road and Ivy Jet which was constructed with Unit 1 of The Reserve at Schertz. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a tree affidavit which indicates that this site has no protected or heritage trees. The tree affidavit has been verified by the Parks, Recreation, and Community Services Department. 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, for a total of $23,000, 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, SARA, 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 of each Unit per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. The civil construction plans have 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 and stubbed out for future sewer extension. 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 is responsible for all drainage associated with the subject property, and for compliance with the storm water regulations. A preliminary drainage report has been reviewed and approved by the City Engineer. The subdivision will be providing onsite detention. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along Graytown Road and on both sides of the street throughout the subdivision. All sidewalks will be designed to meet the City of Schertz specifications. Additional Design Criteria: The subject property is affected by the additional design requirements of the UDC, Section 21.14.3. along Graytown Road to include landscaping buffers and screening. An 8' masonry screening wall will be constructed along the side of Graytown Road for the length of the subdivision prior to the recording of the final plat. Two landscape buffer lots (Lot 16, Block 15 and Lot 37, Block 18) adjacent to Graytown Road have been provided with this plat. Road Improvements: The streets within the subdivision will be constructed according to City of Schertz specifications. Construction plans for all public improvements have been submitted and approved by Public Works and Engineering. The development is located adjacent to Graytown Road which is identified on the master thoroughfare plan (MTP) as a secondary arterial with 86 feet of right -of -way and 48 feet of pavement including curbs and gutters. The applicant is providing a 13 foot right -of -way dedication along Graytown Road adjacent to the subject property. The applicant has submitted a separate request for a waiver to not construct the improvements to Graytown Road based on the rough proportionality analysis findings that the supply provided is roughly proportionate to the demand resulting from the development. While the applicant is requesting a waiver to not improve Graytown Road, a 13 -foot wide ROW dedication along Graytown Road adjacent to the subject property is being provided and will be dedicated with this plat. STAFF ANALISYS AND RECOMMENDATION: The final plat has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, Fire and Police. The plat is consistent with all applicable zoning requirements, ordinances, and regulations. Staff recommends approval of the final plat. 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, in considering final action on a final plat, should consider the criteria within UDC, Section 21.12.10 D. Attachments: Aerial (Map) Plat Exhibit LOCATION MAP NOT TO SCALE NOTES 1. SET 1/2" IRON ROD WITH RED PLASTIC CAP MARKED "RPLS 4540 ", AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECTED TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 3. BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS COORDINATE SYSTEM OF OF 1983, SOUTH CENTRAL ZONE, NAD 83. 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. BLOCK 15, LOT 16 AND BLOCK 18, LOTS 24, 35 AND 37; ARE LANDSCAPE AND OR DRAINAGE LOTS TO BE OWNED AND MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). 5. ALL THE LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREETS. 6. THE TOTAL NUMBER OF BUILDABLE LOTS IS 23 7. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48029CO435 G DATED 9- 29 -10, A PORTION OF THE RESERVE AT SCHERTZ II UNIT 3 IS LOCATED IN ZONE A AND IS WITHIN THE 100 -YEAR FLOODPLAIN. (LOT 35, BLOCK 18) 8. MINIMUM FINISHED FLOOR ELEVATION FOR RESIDENTIAL LOTS SHALL BE ELEVATED AT LEAST 1 FOOT HIGHER THAN THE COMPUTED WATER SURFACE ELEVATION FOR THE 100 YEAR ULTIMATE DEVELOPMENT FLOOD. 9. AN ELEVATION CERTIFICATE WILL BE REQUIRED AND PROVIDED TO THE CITY OF SCHERTZ FLOODPLAIN ADMINISTRATOR, ONCE BUILDING FLOOR SLABS ARE POURED FOR LOTS 26,27,34 & 36, BLOCK 18. EXISTING 16' SANI AR SEWER 404, PGS. 1986 2008, O.P.R. �b 6 196 / N O AD s3 v Z � N � 1 ti' � 3 1 CITY PUBLIC SERVICE NOTES 1. THE CITY OF SAN ANTONIO AS A PART OF ITS ELECTRIC AND GAS SYSTEMS (CITY PUBLIC 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS ADJACENT OWNER CHART EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ----------------------------------- NO LAND USE -- - -- - -- - _ ADDRESS RECORDING INFO ❑ 0687 AC . _ FERENIE & ............ 6811 IVY MTN. - ---- - VOL, 16654, PG. 653 S.W.D. BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS SINGLE FAMILY REGINALD TWSON SCHERTZ TX. 78154- -2181 OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 2 0 630 AC JOE M & 10201 IVY HORN VOL. 17022, PG. 2441 S.W.D. - SINGLE FAMILY VANESSA YBARRA SCHERTZ IX. 78154 -4401 BE PLACED WITHIN SAID EASEMENT AREAS. 3 ❑ 0671 AC THOMAS BRISCOE JR, 10205 IVY MORN VOL. 16789 PG, 1479 S.W.D. SANITARY SINGLE FAMILY & MIRANDA M CARROLL SCHERTZ, TX. 78154 -4401 SANITARY 16' SANITARY 4 0640 AC FRANCA CONNLLL STUBBS 10209 IVY HORN VOL . 17543 I'G. 2111 S W.D. / SINGLE FAMILY &LEON STU6BS SCHERT7 TX. 78154 -4401 >� V 0 579 AC 2005 BE GREEN OAKS 26 / o ❑ SINGLE FAMILY LNDEAVOR WALL HOMES LLC CIE 150 VOL, 16807 PC. 14,56 W.D. I/ ° ARLINGTON, GT10 TX. 76006 3289 __ ----- 6 ❑ 0 620 AC ___ __ - _ SCOTT G &_._._._._ __... 10217 IVY HORN VOL. 16495 PG. 1734 S.W.D. SINGLE FAMILY MARGARET l_ TITTERIN G GTON SCHERTZ, TX. 78154 -4401 7 ❑ 0626 A(' DANIEL A & 10:507 IVY HORN VOL. 16757, PG, 1902 DEED SINGLE. FAMILY KATHERINE A FINLEY SCHERTZ, TX. 78154 -4400 ® 0 578 AC. VALENCIA & 10311 IVY HORN VOL.. 17676, PG. 2351 S.W.D. SINGLE FAMILY MICHAEL VAIL SCHERTZ TX. 78154 -4400 0 0,5/8A C JAMES & 10315 IVY HORN VOL. 16610 PG. 1679 S.W.D. SINGLE FAMILY ALAMAR M SIMS SCHERT7, TX. 78154 -4400 EXISTING 16' SANI AR SEWER 404, PGS. 1986 2008, O.P.R. �b 6 196 / N O AD s3 v Z � N � 1 ti' � 3 1 CITY PUBLIC SERVICE NOTES 1. THE CITY OF SAN ANTONIO AS A PART OF ITS ELECTRIC AND GAS SYSTEMS (CITY PUBLIC 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS SERVICE BOARD) IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED ON THIS PLAT AS "ELECTRIC EASEMENT ", "GAS EASEMENT ", "ANCHOR EASEMENT ", RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER PANEL 435 OF 785 O EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE NECESSARY APPURTENANCES; TOGETHER WITH RIGHT OF INGRESS AND EGRESS DESCRIBED BELOW: OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 4. CONCRETE DRIVEWAY APPROACHES ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDER - LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR GROUND ELECTRIC AND GAS FACILITIES. MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC, GAS, TELEPHONE AND IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL CABLE T.V. EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC, GAS, TELEPHONE AND CABLE BE PLACED WITHIN SAID EASEMENT AREAS. T.V. FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. Iv %h rn \ \ {' 000 1 'i?, / 247 "124�y / O .9'r ° O� / h// Q ,/'337' 2 Gy ° \ / 2\ W 1 \ If It- \ \ �•• 10.21' �� TP \ % C1 SO I I \) N37°38•53 „E N2943'15 "E / 18.82' 167.76' 175.60' I( V, auovi v�aivry VVLUMC a rAUC gQ o¢Y 0 p 3 �1 THE RESERVE AT SCHERTZ UNIT 1 9656,185 -187 / \\ N � (O FGT \1 `)om/ DEVELOPERIOWNER: /4 Zs s 6' o i Nzs43'15 "E 6.s - -..I„ TRIPLE H DEVELOPMENT, L.L.C. ,r,0/ O/V" T 7,V / ^� As' / "s2020 242.67 �• 15720 BANDERA RD., SUITE #103 °2as'F C� Y HELOTES, TEXAS 78023 �� < o ,TWA y G� / �/ S (210) 695 -5490 / ( �� 7',, rs� i 110 No O N IN �I a.F z J I z 5 0.� 25' 25 LEGEND A�: /� �. / hF N29'43'1 5"E / �7 / "S2Q N 242.67' I D. &P. = DEED & PLAT RECORDS ,Q �/ 2S 2oSF 10' E.G.T.TV.E. D. R. = DEED RECORDS N /! 4a /" 3 N/ 374 I V / o o' R.P.R. = REAL PROPERTY RECORDS "S2o " //°o h� / F 0 � I°o 2 S 0 I YI S.W.D. = SPECIAL WARRANTY DEED , 3o b / m� r9jSr• f 723 7 /1 M N M I° W O.P.R. = OFFICIAL PUBLIC RECORDS 301 >3, h % W // Q 720 0 / / 0 I^ LU I W.D. = WARRANTY DEED 13, FIND. I.R. =FOUND IRON ROD /--------- - - - - -- ----- - - - - -- ------------------------ 232.67' ,y E.G.T.TV.E. = ELECTRIC, GAS, TELEPHONE & s� �oQ� .� �• ° CABLE T.V. EASEMENT h 3 M //m ° i� N29'43'15 "E GAGE " CO_NNELL _N29'43'15 "E E.T.TV.E. = ELECTRIC, TELEPHONE & CABLE T.V. EASEMENT ^ cp // Q o� Q) �'\ 70.49' 125.00' -- - - -- 115_- - - -- 115.00' - - - - 120.0 B.S.L. = BUILDING SETBACK LINE _ _ // �' h \ ---------------- V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT O // D1. I I IJ C.V.E. = CLEAR VISION EASEMENT °ti I H I B.C.A.D. = BEXAR COUNTY APPRAISAL DISTRICT /� h // �ZZ 9 E -Wj z h r/ oa w V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT �h °u n // ��� N 3 0 3 I 5 G. 1 3 o°o / ��. 73 3 120 110 10 I I 110 12 =�h � uj � uj l0 2.5' 25' of �2 uj 4Z to C5 "LAND USE" TILLABLE DRY (FARM) 92 ACRES RANGE IMPROVED DRYLAND 10.68 ACRES TRIPLE H DEVELOPMENT 15720 BANDERA ROAD, SUITE #103 HELOTES, TX. 78203 PARCELS 1 AND 2 B.C.A.D. RECORDS BEXAR COUNTY. TEXAS STATE OF TEXAS COUNTY OF BEXAR THE OWNER OF LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, 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. OWNER: HARRY HAUSMAN OWNER DULY AUTHORIZED AGENT 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 PURPOSES AND CONSIDERATIONS THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 L1 VARIABLE WIDTH N¢ DRAINAGE ESM'T NOTARY PUBLIC, BEXAR COUNTY TEXAS �� 35,01" VOL 17331, PGS 132 -141 OPR _ 762' U N P L A T T E D \ J1j2g• SEC AN7iARY �( R -ISM, n C5 ]` _ N O n VOL 772g4, p R27jM 27r5` �s z p•R. Z ESM � • ,� ORpAN Do) 100 0 50 100 923y, L12 N° 119 63 X26 91 1A2 56 F. Np9 SCALE 1" = 100' 'I `L13 N ( cV N w �N/ M to / N O O m D! w / ¢ ;j� Q 1-W wN / O O w X 0 = w 0 / � N � � X O m nNm 5.05' N29.43'15 "E CO _ Z p f- I 190.00' i- _ ¢ } W O X om ~ I- -10' E.G.T.TV.E. > W r z Q N ci S I I I J d o ZO U > wn0a 0 Z W Q X I I <� m N � �° _Im w w I ~ z `l I < a I N29.43'15"E O I 190.00' co I I VARIABLE WIDTH E.G.T.TV., WATER, w SANITARY SEWER, DRAINAGE 0 & TURNAROUND ESM'T. N R: ° VOL. XXXX, PG. XXX, D.R. °' N I 0 I \ - - - - - - - - - - 180.00' - - - -- _ - - - - -` - - -- 91%0' - - -4 L2 \\\ I_ o I� O w 00 0 13 ° ° in z z I I z z w z 10' E.G.T.TV.E. ( ` ( L Lo Q2 B L 0 C K. 1 5 B L 0 C K 1 4 ( lin 10' E.G.T.TV.E. t0 16' E.G.T.TV.E. I I 16' E.G.T.TV.E. Q / L------------------------ - - - - -- ------- - - - - -- ------ - - - - -I z I -- --- - - - - -- ----- - - - - -- vii r/ T x----- - - - - -- 332.98' 125.00' 125.00' 125.00' 50.00' 1 125.00' 120.00' 120.00' / S29 °43'15 "W 1158.66 - -- --- - - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- - ------ ' - -- --- [EX. -- ------ - - - - -- - - - - - -- EXIST. O ( EXIST. 25' B. S. L. - -- E.G -. -- - - - - -- -----OE.GTTV.E. - 16' E. G.T.TV.EO EX. 16 TTVO E.G.T.TV.E. 7� 4 5 6 7 8 9 I 10 9 8 7 ❑ ❑ 13.1 C4:1 C5.1 l6� i ❑ C8.] of /T��� BLOCK. .1 5 o i BLOCK. .1 4 h' Q Z THE RESERVE AT SCHERTZ I THE RESERVE AT SCHERTZ VOL. 9656, PGSI 1 87, D. &P. 510' ( O VOL. 9656, P S'T185 187, D. &P. ?5 25' ( ow Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 "LAND USE" RANGE IMPROVED DRYLAND 19.73 ACRES FIRM MAP 48029CO435G R RANGE NATIVE PASTURE 5.00 ACRES PANEL 435 OF 785 O OWNER: GLENN H. & JANET K. BARNETT SEPTEMBER 29, 2010 2 24.731 ACRES, N.C.B. 16563 APPROXIMATE LOCATION OF V VOL. 2201, PG. 542 DEED 100' YEAR FLOOD MAP ` ` U N P L A T T E D N29 °16'21 "E 7 704.59' ` 668.93' 20 �1 1 L16 S 1 L SANITARY �'-- SEWERNESMRT. S SEWER ESM'T. L L SANITARY 16' SANITARY X11 , \ \3yp� ��63.26 \ VAR. WIDTH \ \ / / o, 1 26730SS�B• \ 5' G.E.T.TV.E. / /J >� V 26 / o al I °a I/ ° I I \) N37°38•53 „E N2943'15 "E / 18.82' 167.76' 175.60' I( V, auovi v�aivry VVLUMC a rAUC gQ o¢Y 0 p 3 �1 THE RESERVE AT SCHERTZ UNIT 1 9656,185 -187 / \\ N � (O FGT \1 `)om/ DEVELOPERIOWNER: /4 Zs s 6' o i Nzs43'15 "E 6.s - -..I„ TRIPLE H DEVELOPMENT, L.L.C. ,r,0/ O/V" T 7,V / ^� As' / "s2020 242.67 �• 15720 BANDERA RD., SUITE #103 °2as'F C� Y HELOTES, TEXAS 78023 �� < o ,TWA y G� / �/ S (210) 695 -5490 / ( �� 7',, rs� i 110 No O N IN �I a.F z J I z 5 0.� 25' 25 LEGEND A�: /� �. / hF N29'43'1 5"E / �7 / "S2Q N 242.67' I D. &P. = DEED & PLAT RECORDS ,Q �/ 2S 2oSF 10' E.G.T.TV.E. D. R. = DEED RECORDS N /! 4a /" 3 N/ 374 I V / o o' R.P.R. = REAL PROPERTY RECORDS "S2o " //°o h� / F 0 � I°o 2 S 0 I YI S.W.D. = SPECIAL WARRANTY DEED , 3o b / m� r9jSr• f 723 7 /1 M N M I° W O.P.R. = OFFICIAL PUBLIC RECORDS 301 >3, h % W // Q 720 0 / / 0 I^ LU I W.D. = WARRANTY DEED 13, FIND. I.R. =FOUND IRON ROD /--------- - - - - -- ----- - - - - -- ------------------------ 232.67' ,y E.G.T.TV.E. = ELECTRIC, GAS, TELEPHONE & s� �oQ� .� �• ° CABLE T.V. EASEMENT h 3 M //m ° i� N29'43'15 "E GAGE " CO_NNELL _N29'43'15 "E E.T.TV.E. = ELECTRIC, TELEPHONE & CABLE T.V. EASEMENT ^ cp // Q o� Q) �'\ 70.49' 125.00' -- - - -- 115_- - - -- 115.00' - - - - 120.0 B.S.L. = BUILDING SETBACK LINE _ _ // �' h \ ---------------- V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT O // D1. I I IJ C.V.E. = CLEAR VISION EASEMENT °ti I H I B.C.A.D. = BEXAR COUNTY APPRAISAL DISTRICT /� h // �ZZ 9 E -Wj z h r/ oa w V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT �h °u n // ��� N 3 0 3 I 5 G. 1 3 o°o / ��. 73 3 120 110 10 I I 110 12 =�h � uj � uj l0 2.5' 25' of �2 uj 4Z to C5 "LAND USE" TILLABLE DRY (FARM) 92 ACRES RANGE IMPROVED DRYLAND 10.68 ACRES TRIPLE H DEVELOPMENT 15720 BANDERA ROAD, SUITE #103 HELOTES, TX. 78203 PARCELS 1 AND 2 B.C.A.D. RECORDS BEXAR COUNTY. TEXAS STATE OF TEXAS COUNTY OF BEXAR THE OWNER OF LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, 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. OWNER: HARRY HAUSMAN OWNER DULY AUTHORIZED AGENT 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 PURPOSES AND CONSIDERATIONS THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 L1 VARIABLE WIDTH N¢ DRAINAGE ESM'T NOTARY PUBLIC, BEXAR COUNTY TEXAS �� 35,01" VOL 17331, PGS 132 -141 OPR _ 762' U N P L A T T E D \ J1j2g• SEC AN7iARY �( R -ISM, n C5 ]` _ N O n VOL 772g4, p R27jM 27r5` �s z p•R. Z ESM � • ,� ORpAN Do) 100 0 50 100 923y, L12 N° 119 63 X26 91 1A2 56 F. Np9 SCALE 1" = 100' 'I `L13 N ( cV N w �N/ M to / N O O m D! w / ¢ ;j� Q 1-W wN / O O w X 0 = w 0 / � N � � X O m nNm 5.05' N29.43'15 "E CO _ Z p f- I 190.00' i- _ ¢ } W O X om ~ I- -10' E.G.T.TV.E. > W r z Q N ci S I I I J d o ZO U > wn0a 0 Z W Q X I I <� m N � �° _Im w w I ~ z `l I < a I N29.43'15"E O I 190.00' co I I VARIABLE WIDTH E.G.T.TV., WATER, w SANITARY SEWER, DRAINAGE 0 & TURNAROUND ESM'T. N R: ° VOL. XXXX, PG. XXX, D.R. °' N I 0 I \ - - - - - - - - - - 180.00' - - - -- _ - - - - -` - - -- 91%0' - - -4 L2 \\\ I_ o I� O w 00 0 13 ° ° in z z I I z z w z 10' E.G.T.TV.E. ( ` ( L Lo Q2 B L 0 C K. 1 5 B L 0 C K 1 4 ( lin 10' E.G.T.TV.E. t0 16' E.G.T.TV.E. I I 16' E.G.T.TV.E. Q / L------------------------ - - - - -- ------- - - - - -- ------ - - - - -I z I -- --- - - - - -- ----- - - - - -- vii r/ T x----- - - - - -- 332.98' 125.00' 125.00' 125.00' 50.00' 1 125.00' 120.00' 120.00' / S29 °43'15 "W 1158.66 - -- --- - - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- - ------ ' - -- --- [EX. -- ------ - - - - -- - - - - - -- EXIST. O ( EXIST. 25' B. S. L. - -- E.G -. -- - - - - -- -----OE.GTTV.E. - 16' E. G.T.TV.EO EX. 16 TTVO E.G.T.TV.E. 7� 4 5 6 7 8 9 I 10 9 8 7 ❑ ❑ 13.1 C4:1 C5.1 l6� i ❑ C8.] of /T��� BLOCK. .1 5 o i BLOCK. .1 4 h' Q Z THE RESERVE AT SCHERTZ I THE RESERVE AT SCHERTZ VOL. 9656, PGSI 1 87, D. &P. 510' ( O VOL. 9656, P S'T185 187, D. &P. ?5 25' ( ow Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 a.F z J I z 5 0.� 25' 25 LEGEND A�: /� �. / hF N29'43'1 5"E / �7 / "S2Q N 242.67' I D. &P. = DEED & PLAT RECORDS ,Q �/ 2S 2oSF 10' E.G.T.TV.E. D. R. = DEED RECORDS N /! 4a /" 3 N/ 374 I V / o o' R.P.R. = REAL PROPERTY RECORDS "S2o " //°o h� / F 0 � I°o 2 S 0 I YI S.W.D. = SPECIAL WARRANTY DEED , 3o b / m� r9jSr• f 723 7 /1 M N M I° W O.P.R. = OFFICIAL PUBLIC RECORDS 301 >3, h % W // Q 720 0 / / 0 I^ LU I W.D. = WARRANTY DEED 13, FIND. I.R. =FOUND IRON ROD /--------- - - - - -- ----- - - - - -- ------------------------ 232.67' ,y E.G.T.TV.E. = ELECTRIC, GAS, TELEPHONE & s� �oQ� .� �• ° CABLE T.V. EASEMENT h 3 M //m ° i� N29'43'15 "E GAGE " CO_NNELL _N29'43'15 "E E.T.TV.E. = ELECTRIC, TELEPHONE & CABLE T.V. EASEMENT ^ cp // Q o� Q) �'\ 70.49' 125.00' -- - - -- 115_- - - -- 115.00' - - - - 120.0 B.S.L. = BUILDING SETBACK LINE _ _ // �' h \ ---------------- V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT O // D1. I I IJ C.V.E. = CLEAR VISION EASEMENT °ti I H I B.C.A.D. = BEXAR COUNTY APPRAISAL DISTRICT /� h // �ZZ 9 E -Wj z h r/ oa w V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT �h °u n // ��� N 3 0 3 I 5 G. 1 3 o°o / ��. 73 3 120 110 10 I I 110 12 =�h � uj � uj l0 2.5' 25' of �2 uj 4Z to C5 "LAND USE" TILLABLE DRY (FARM) 92 ACRES RANGE IMPROVED DRYLAND 10.68 ACRES TRIPLE H DEVELOPMENT 15720 BANDERA ROAD, SUITE #103 HELOTES, TX. 78203 PARCELS 1 AND 2 B.C.A.D. RECORDS BEXAR COUNTY. TEXAS STATE OF TEXAS COUNTY OF BEXAR THE OWNER OF LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, 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. OWNER: HARRY HAUSMAN OWNER DULY AUTHORIZED AGENT 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 PURPOSES AND CONSIDERATIONS THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 L1 VARIABLE WIDTH N¢ DRAINAGE ESM'T NOTARY PUBLIC, BEXAR COUNTY TEXAS �� 35,01" VOL 17331, PGS 132 -141 OPR _ 762' U N P L A T T E D \ J1j2g• SEC AN7iARY �( R -ISM, n C5 ]` _ N O n VOL 772g4, p R27jM 27r5` �s z p•R. Z ESM � • ,� ORpAN Do) 100 0 50 100 923y, L12 N° 119 63 X26 91 1A2 56 F. Np9 SCALE 1" = 100' 'I `L13 N ( cV N w �N/ M to / N O O m D! w / ¢ ;j� Q 1-W wN / O O w X 0 = w 0 / � N � � X O m nNm 5.05' N29.43'15 "E CO _ Z p f- I 190.00' i- _ ¢ } W O X om ~ I- -10' E.G.T.TV.E. > W r z Q N ci S I I I J d o ZO U > wn0a 0 Z W Q X I I <� m N � �° _Im w w I ~ z `l I < a I N29.43'15"E O I 190.00' co I I VARIABLE WIDTH E.G.T.TV., WATER, w SANITARY SEWER, DRAINAGE 0 & TURNAROUND ESM'T. N R: ° VOL. XXXX, PG. XXX, D.R. °' N I 0 I \ - - - - - - - - - - 180.00' - - - -- _ - - - - -` - - -- 91%0' - - -4 L2 \\\ I_ o I� O w 00 0 13 ° ° in z z I I z z w z 10' E.G.T.TV.E. ( ` ( L Lo Q2 B L 0 C K. 1 5 B L 0 C K 1 4 ( lin 10' E.G.T.TV.E. t0 16' E.G.T.TV.E. I I 16' E.G.T.TV.E. Q / L------------------------ - - - - -- ------- - - - - -- ------ - - - - -I z I -- --- - - - - -- ----- - - - - -- vii r/ T x----- - - - - -- 332.98' 125.00' 125.00' 125.00' 50.00' 1 125.00' 120.00' 120.00' / S29 °43'15 "W 1158.66 - -- --- - - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- - ------ ' - -- --- [EX. -- ------ - - - - -- - - - - - -- EXIST. O ( EXIST. 25' B. S. L. - -- E.G -. -- - - - - -- -----OE.GTTV.E. - 16' E. G.T.TV.EO EX. 16 TTVO E.G.T.TV.E. 7� 4 5 6 7 8 9 I 10 9 8 7 ❑ ❑ 13.1 C4:1 C5.1 l6� i ❑ C8.] of /T��� BLOCK. .1 5 o i BLOCK. .1 4 h' Q Z THE RESERVE AT SCHERTZ I THE RESERVE AT SCHERTZ VOL. 9656, PGSI 1 87, D. &P. 510' ( O VOL. 9656, P S'T185 187, D. &P. ?5 25' ( ow Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 w I ~ z `l I < a I N29.43'15"E O I 190.00' co I I VARIABLE WIDTH E.G.T.TV., WATER, w SANITARY SEWER, DRAINAGE 0 & TURNAROUND ESM'T. N R: ° VOL. XXXX, PG. XXX, D.R. °' N I 0 I \ - - - - - - - - - - 180.00' - - - -- _ - - - - -` - - -- 91%0' - - -4 L2 \\\ I_ o I� O w 00 0 13 ° ° in z z I I z z w z 10' E.G.T.TV.E. ( ` ( L Lo Q2 B L 0 C K. 1 5 B L 0 C K 1 4 ( lin 10' E.G.T.TV.E. t0 16' E.G.T.TV.E. I I 16' E.G.T.TV.E. Q / L------------------------ - - - - -- ------- - - - - -- ------ - - - - -I z I -- --- - - - - -- ----- - - - - -- vii r/ T x----- - - - - -- 332.98' 125.00' 125.00' 125.00' 50.00' 1 125.00' 120.00' 120.00' / S29 °43'15 "W 1158.66 - -- --- - - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- - ------ ' - -- --- [EX. -- ------ - - - - -- - - - - - -- EXIST. O ( EXIST. 25' B. S. L. - -- E.G -. -- - - - - -- -----OE.GTTV.E. - 16' E. G.T.TV.EO EX. 16 TTVO E.G.T.TV.E. 7� 4 5 6 7 8 9 I 10 9 8 7 ❑ ❑ 13.1 C4:1 C5.1 l6� i ❑ C8.] of /T��� BLOCK. .1 5 o i BLOCK. .1 4 h' Q Z THE RESERVE AT SCHERTZ I THE RESERVE AT SCHERTZ VOL. 9656, PGSI 1 87, D. &P. 510' ( O VOL. 9656, P S'T185 187, D. &P. ?5 25' ( ow Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 z z I I z z w z 10' E.G.T.TV.E. ( ` ( L Lo Q2 B L 0 C K. 1 5 B L 0 C K 1 4 ( lin 10' E.G.T.TV.E. t0 16' E.G.T.TV.E. I I 16' E.G.T.TV.E. Q / L------------------------ - - - - -- ------- - - - - -- ------ - - - - -I z I -- --- - - - - -- ----- - - - - -- vii r/ T x----- - - - - -- 332.98' 125.00' 125.00' 125.00' 50.00' 1 125.00' 120.00' 120.00' / S29 °43'15 "W 1158.66 - -- --- - - - - -- ----- - - - - -- ------ - - - - -- - - - - - -- - ------ ' - -- --- [EX. -- ------ - - - - -- - - - - - -- EXIST. O ( EXIST. 25' B. S. L. - -- E.G -. -- - - - - -- -----OE.GTTV.E. - 16' E. G.T.TV.EO EX. 16 TTVO E.G.T.TV.E. 7� 4 5 6 7 8 9 I 10 9 8 7 ❑ ❑ 13.1 C4:1 C5.1 l6� i ❑ C8.] of /T��� BLOCK. .1 5 o i BLOCK. .1 4 h' Q Z THE RESERVE AT SCHERTZ I THE RESERVE AT SCHERTZ VOL. 9656, PGSI 1 87, D. &P. 510' ( O VOL. 9656, P S'T185 187, D. &P. ?5 25' ( ow Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 Sightline Surveying 5702 Southern Oaks San Antonio, Texas 78261 Office (210) 286 -9077 EMAIL: 'Tickshelley @gmailoom" TBPLS FIRM NO. 10130900 OF .. I WW <- I L °°° • ° °, ° ° °, ° °,,,••,,,,, °, ° ° °; °,•,, 1, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN N �� HORN Ill GARTH E. COURSEN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING - - - - - -- - �0•• °•• °•• °•••• ° °• °...... ... CONSIDERATION HAS BEEN GIVEN THIS PLAT. N r 94784 �� --- - - - - -- -- - - - - -- - -_____ _ - - -- - -- + �� ° < /CENST ��'�,�� tail SS /ANAL �N,�+ REGISTERED PROFESSIONAL ENGINEER of ww 4�Q >D P �E O F TF�'� I 7 8 s'T eR Iy 4 STATE OF TEXAS D Gj F�.es Q COUNTY OF BEXAR B L K . . . 1 6 ° ° ° °,,,,,••••••,,,,,...... I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY SHELLEY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL p�' ....... 4540 �e r �Q SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. 0�ES S\O 44 SURDD adD REGISTERED PROFESSIONAL LAND SURVEYOR LINE TABLE LINE LENGTH BEARING L1 2.48 N45.27'08 "W L2 22.84 S29 °43'15 "W L3 10.00 S75 °31'18 "W L4 10.00 N48.25'44 "W L5 28.28 N07.02'05 "E L6 40.00 N07.02'05 "E L7 42.83 N82.57'55 "W L8 31.11 N82.57'55 "W L9 46.47 N37.57'55 "W L10 70.37 N38.27'32 "W 1_11 32.83 N25.26'24 "W L12 12.19 N52.33'25 "E L13 11.47 N38.05'42 "W L14 34.90' N10 °29'25 "W L15 50.00' N52.02'05 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296 °49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 29.28 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 11218'50" 41.53 C7 30.00 24.38 12.91 46 °34'03" 23.72 C8 50.00 179.29 221.42 205 °26'56" 1 97.54 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16 123 RESIDENTIAL LOTS I "FINAL" SUBDIVISION PLAT ESTABLISHING THE RESERVE AT SCHERTZ II, UNIT 3 BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR COUNTY, TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 433, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 828 IN BEXAR COUNTY, TEXAS. 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. DATED THIS DAY OF A.D. 20_ CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ 11, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20_ AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, COUNTY, TEXAS PREPARATION DATE: 03 -25 -16