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PZ 05-13-2015 AGENDA (Special Joint Meeting - CIAC&TSAC) with associated documents•.•. REGULAR MEETING AGENDA SCHERTZ PLANNING & ZONING COMMISSION 1 Dim •. HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 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 1. CALL TO ORDER OF THE REGULAR PLANNING AND ZONING COMMISSION MEETING. 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. PC2015 -004 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 2 Subdivision consisting of approximately 48 acres. The property is more specifically described as a portion of the Julian Diaz Survey No. 66, Abstract No. 187 County Block 5059, City of Schertz, Bexar County, Texas, generally located west of FM 1518. B. PC2015 -010 Consider and act upon a request for approval of a final plat of the Rhine Valley Subdivision, Unit 4, an approximately 26 acre tract of land situated in the Miles S. Bennett Survey No. 75, Abstract No. 61, County Block 5057, the Julian Diaz Survey No. 66, Abstract Mo. 187, County Block Planning & Zoning May 13, 2015 Page 1 of 3 5059, and the William Bracken Survey No. 74, Abstract No. 43, County Block 5056, City of Schertz, Bexar County, Texas, generally located on Alsatian Way 1,100 feet south of the intersection of Alsatian Way and Ray Corbett Drive. 4. WORKSHOP/DISCUSSION: A. New foundation construction related to Finished Floor Elevation (FFE) and Base Flood Elevation (BFE). 5. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a future Planning and Zoning Agenda. B. Announcements by Commissioners. • City and community events attended and to be attended • Continuing education events attended and to be attended C. Announcements by City Staff. • City and community events attended and to be attended. • NEW SITE PLAN APPLICATIONS: No Site Plans were submitted to the Planning and Zoning Department between April 15, 2015 and May 8, 2015. Gam\ 11111" 901104104011 Kel s o ell 01111 01HU 1l_\.►4191 py l 1►[!1 1. CALL TO ORDER — SPECIAL JOINT MEETING OF THE CAPITAL IMPROVEMENT ADVISORY COMMITTEE AND TRAFFIC SAFETY ADVISORY COMMISSION. Call to order by each governing body. 2. Hold a public hearing, consider and file the semi - annual report evaluating the progress of the city on achieving the capital improvements program and identifying any problems in implementing the plans or administering the capital recovery fees. 3. Workshop and discussion regarding the Master Thoroughfare Plan and Roadway Impact Fee ordinance study. 4. ADJOURNMENT OF THE SPECIAL JOINT MEETING Planning & Zoning May 13, 2015 Page 2 of 3 CERTIFICATION I, Lesa Wood, Senior Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 81' day of May, 2015 at 5:00 p.m., which is a place readily accessible to the public at all times and that said notice was posted in accordance with chapter 551, Texas Government Code. Luau woo& Lesa Wood, Senior 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 92015. title: This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. ff you require special assistance or have a request for sign interpretative services or other services please call 619 -1030 at least 24 hours in advance of meeting. The Planning and Zoning Commission for the City of Schertz reserves the right to adjourn into executive session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Executive Sessions Authorized: This agenda has been reviewed and approved by the City's legal counsel and presence of any subject in any Executive Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion. Planning & Zoning May 13, 2015 Page 3 of 3 TO: Planning and Zoning Commission PREPARED BY: Lesa Wood, Senior Planner CASE: PC2015 -004 The Crossvine, Module 1, Unit 2 — Final Plat SUBJECT: Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 2 Subdivision consisting of approximately 48 acres. The property is more specifically described as a portion of the Julian Diaz Survey No. 66, Abstract No. 187 County Block 5059, City of Schertz, Bexar County, Texas, generally located west of FM 1518. GENERAL INFORMATION: Owner /Applicant: Chris Price, Schertz 1518, Ltd. Project Engineer: Jesse Malone, Malone/Wheeler Engineering January 27, 2015 March 23, 2015 April 10, 2015 (Original Application) (Revised Submittal) (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 48 acres of land establishing 120 single family residential lots of three (3) different lot sizes: 5,500 square feet, 7,200 square feet and 8,400 square feet as dictated by The Crossvine Subdivision PDD. 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 west of FM 1518 approximately 500 feet south from the intersection of Longleaf Parkway and FM 1518. Use Category Area Square Feet Width ft. , Depth ft, DSFR 1 5,500 50 110 DSFR 2 7,200 60 120 DSFR 3 8,400 70 120 The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14- S -08). This property is part of a Planned Development District, as such it must comply with the design requirements of the PDD and any area that is not directly addressed in this document must comply with the design criteria of the Schertz Unified Development Code (UDC). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located west of FM 1518 approximately 500 feet south from the intersection of Longleaf Parkway and FM 1518. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via FM 1518 and the extension of Hollering Vine constructed in Crossvine Module 1, Unit 1. 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 preservation and mitigation plan which indicates there are eight (8) heritage trees and 3 protected trees on the property totaling 274" of trees. The applicant is removing one (1) protected size tree requiring twelve inches (12 ") of mitigation or a fee in lieu in the amount of $1,200. Mitigation is due prior to issuance of a permit. PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine will install more than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in excess of 15 %; 13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and an Amenity Center in Module 1, Unit 1. This unit includes construction of a pocket park and extension of open space and trails. 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 Public Works and Engineering. 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. The drainage report has been reviewed and approved by the City Engineer. All drainage from this site will discharge through the greenbelt areas to the subdivision onsite detention. 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; public improvements will be bonded. A 20' right -of -way dedication has been provided with this plat for the future expansion of FM 1518. 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 2 * 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 + RANDOLPH AIR FORCE BASE C.O. CONVERSE 1 l t ., SITE G° . " t y y ,+ t ✓ " I �F Y OVv 1 t y" � x is' '\ - V ++ +t C.O. SCHERTZ k +.=-,, ';.1 ,71,_ °�, 1 �i �t rt + ,. 11", 1 �4 MAP 3CO 2006 PAGE: 555 GRID: A7 v t t " } r "", L 0 C TIOIV MAP NOT - TO - SCALE E *WHEELER MAMMA SINCE INC 1995 CIVIL ENGINEERING * DEVELOPMENT CONSULTING a PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 SURVEYOR: Ew, 4603 HUEBNERRD BLD 40 A NANTON /O, 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. 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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE _ DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S 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 BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEIWHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512- 899 -0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210- 979 -8441 TXDOTNOTES 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLYADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY 'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. 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 EASEMENTAREA. 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. FARM TO MARKET RD. 1518 ' (80' RIGHT -OF -WAY) I f SOLEA COVE SiACKSTONE I(50'ROW) (50'ROW) ' �--- 00 – - - -1– –1 -- ' -- ------ ---- a — — -- - SHEET 2 STEM I X50 ROW) - -- - - - -- o 7J � O - LUCKSIDE ' (50' ROW) --------- -' - - -- - - - - - -- --� O SHEET 4 SHEET 5 W° - i i ---- - - - - -- o - - - -- - - - - -- - - - - -- \ \ y0<<FR� ��`Rp /V7NF O`- ON RO� 150 �'0p0 U O O U STACKSTONE (50' ROW) SHEET 3 I \ o J � �O 5��%p 'TO BOO � S\ O LOT DESIGN GUIDELINES NOT TO SCALE INDEX MAP NOT - TO - SCALE LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 112" IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" B.S.L. = BUILDING SETBACK LINE E.G.T. &TV = ELECTRIC, GAS, TELEPHONE, & CABLE T V. EASEMENT PROPOSED PUBLIC UTILITY - - - - - EASEMENT (PUE) PROPOSED WASTEWATER EASEMENT - - - - PROPOSED DRAINAGE EASEMENT NOTES: 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT 9, 32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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. � ` I AGENT FOR C /BOLO CREEK MUNICIPAL AUTHORITY THE CROSSVIIVEMODULEI, UNIT2 THIS PLAT OF THE SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY.' CHAIRPERSON BY.' SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS VINE MODULE f, UNIT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 AT M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY IN BOOKIVOLUME 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 Date: Mar 16, 2015, 12:53pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPIEIAPL_12 -028 Crossvine M1 U2.dwg E R0 • / LOTSUMMARY (50) 50' LOTS, (37) 60' LOTS, (33) 70' LOTS (19) COMMON AREA LOTS 5' 70 5' o 5' S0' 5' 5' S0' 5' BSL BSL m BSL o o BSL m BSL y BSL m -. O 80'x 40' -. 80'x 50' N O N O 80' x 60' M PAD PAD PAD ROW_ 50' LOT DIAGRAM w 60' LOT DIAGRAM Lu 70' LOT DIAGRAM Lu 0CL 04 04 U O O U STACKSTONE (50' ROW) SHEET 3 I \ o J � �O 5��%p 'TO BOO � S\ O LOT DESIGN GUIDELINES NOT TO SCALE INDEX MAP NOT - TO - SCALE LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 112" IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" B.S.L. = BUILDING SETBACK LINE E.G.T. &TV = ELECTRIC, GAS, TELEPHONE, & CABLE T V. EASEMENT PROPOSED PUBLIC UTILITY - - - - - EASEMENT (PUE) PROPOSED WASTEWATER EASEMENT - - - - PROPOSED DRAINAGE EASEMENT NOTES: 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT 9, 32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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. � ` I AGENT FOR C /BOLO CREEK MUNICIPAL AUTHORITY THE CROSSVIIVEMODULEI, UNIT2 THIS PLAT OF THE SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY.' CHAIRPERSON BY.' SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS VINE MODULE f, UNIT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 AT M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY IN BOOKIVOLUME 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 Date: Mar 16, 2015, 12:53pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPIEIAPL_12 -028 Crossvine M1 U2.dwg E R0 • / RANDOLPH AIR FORCE BASE C.O. CONVERSE SEOJ\�Ro C.O. L ,.. r MAPSCO 2006 PAGE: 555 GRID:A7 L 0 C T /ON MAP NOT - TO - SCALE ENGINEER: E *WHEELER MAMMA SINCE INC 1995 CIVIL ENGINEERING * DEVELOPMENT CONSULTING a PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 SURVEYOR: FW, 4603 HUE @HER RD BLD 40 A NANTON /O, TEXAS 76230 PHONE(210) 979 -8444 ENGINEERS & SURVEYING FAX (210)179 -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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 TXDOTNOTES 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLYADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY 'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE 1 ACCESS POINT ALONG F.M. 1518 BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. 32 Z 2 Z 4 � co �ZjWv ycy0 I 4�W Z q Ui UN ca U�7 a J�O =Q� W STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S 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. ---- -- - - -- NOTARYPUBL/C BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEIWHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512- 899 -0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX 210- 979 -8441 y M 16z!Z W v1�ZCi aW�gWW c�i~�Qv oZ�w 02 M LOT BLOCK 1 3' WALL ESMT 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 EASEMENTAREA. 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. FARM TO MARKET RD. 1518 (80' RIGHT -OF -WAY) LOT DESIGN GUIDELINES NOT TO SCALE NOTE., UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. _ S30 °21'25 "E 1300.22' L 1' NON - ACCESS ESMT Y WALL ESMT S30 °21'25 "E 144.07 49.98' Sy4 ?O' X52 03 704 05' o S ? 02' E 128.99' S3 ' N23 °49 3 =Q 80'5 63' 28.93' 21.23' 55 6 >' 5- `A r BLOCK 1 s O�SOGL U) LOTSUMMARY FOUND 112" IRON ROD SET 112" IRON ROD WITH BLUE (50) 50' LOTS, (37) 60' LOTS, (33) 70' LOTS CAP STAMPED "KFW SURVEYING" S.S.L. = BUILDING SETBACK LINE (19) COMMON AREA LOTS 25 s� CABLE T.V. EASEMENT 5' 70' 5' o =88'31'49' 312.34' 5' S0' 5' 5' S0' 5' BSL 24 BSL m BSL LOT1 C, BSL m BSL o y BSL m 72 22 1 ! 21 � 20 19 18 -. 80'x 40' o N -. 80'x 50' 0 N 80'x 60' 0 � PAD - ! PAD - ! PAD ' om om �m ROW_ 50' LOT DIAGRAM _ w 60' LOT DIAGRAM _ w 70' LOT DIAGRAM w oCL o� �4 o� LOT DESIGN GUIDELINES NOT TO SCALE NOTE., UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. _ S30 °21'25 "E 1300.22' L 1' NON - ACCESS ESMT Y WALL ESMT S30 °21'25 "E 144.07 49.98' Sy4 ?O' X52 03 704 05' o S ? 02' E 128.99' S3 ' N23 °49 3 =Q 80'5 63' 28.93' 21.23' 55 6 >' 5- `A r BLOCK 1 s O�SOGL U) ---- - - - - -- REF. DETAIL "I" SHEET 6 OF 7 Y WALL ESMT LOT CK 24.8.7' 32 2 BLOCK 1 8 ' 7vy 4 \5p 0y ° B;?gy8 s 286' 15 V 9_ h 2 1 N v 4 � M 4 O I w 26 °�, Ogg / 90 10'EG.T. TV ESMT m a 14 I� ti 2 03' - -- -- -- - - -- - - - -- 12 47.98'_ 50.00' - 50.00' - 50.00' - _50.00' '22.15' 26.84 4818' 48. - \- S3 S30 °21'25 "E 270.12' C54 78' 35.g'S ?6g' 125 2222E >zo.a2' '� 50 oo STACKSTONE - a ^ SOLEA COVE (50'ROW) LI 1 I I 3 0 (5 - - 0_ - - 0' ' R° n \ n O_W 8 o58f y 0 6, 02° S0 ' . 6 y M ; 3coN o d 2 N 7V 8O h 2 Cm O p U 8■ i C0S �Z 5 , y o \�O\ 7 S30 °21'25 E 189. O -- 104.81' 32 10.00' C7w 27 -- 33N 20'1' , .4 19.09' gy, 4.' O' S '5 5.29' 43 ? 3 BLOCK 2 9' \y,F4300'= ° o BLOCK N3°06'22 "W 120.00' W 33 34 35 V 20 W 30 o 36 1414 F 37 6795' 28 S30 °21'25 " E 38 29 30 120.00' 0 49.74-- -- 49.21' 39 46.56' 10.00' 29 49.13' 4.9 36- S30 °21'25 "E U .1 0 40 125 0 r 183 S72 o 92.22 . co _____ q S232 '17" 0' S 7�F 120.00' 5T 6 __127.14' zo 00, W °1 28 o OI O � 120.00 21 20 32 31 33 o 27 1 LL 2018. 10'E G. & TV 1 2.m 19 ESMT M 20.16 4.45' 20 46. >3'&F 10' EG.T. & 73 LU 14.97' - -- 26 `'D P2 W 125.2 8' 12 59 128.58 a 012 C4,1 U gvX Xz- 34 - - - - - 8.07 O�Q _N is SU STEM 25 I c W 50' F O6W) L11 Cus wv o N33_59'41 "W 124.52' (4) } N m W 126. _�� O A5 - 01 ?� ry ( 18 ° 73' Uj N39 °25'��- O O - -� N N N31 00622 "W 129.14' �1 Q O' 3,96' w 7- \n V�w �0 13 5' \ m w a Q C) 17.84' �10' E.G.T. & TV ESMT -� OR�i c°•,1 1 41 a, 23 18.22'7 Z O� 18.30' C105 _- - - - - -J G �o 47.33_ , 69� 177 ?� N37°34'46 10- 2.921_/ Ill o rn _ ya C106 _ Io 35 0000 20' N o 38 N37 °34'45 "W 1854LUCKSIDE _- - -- - -- - - -- - - -- U tiOR�d 36 0 37 Z i g$� / C39 _ - - -- 236.83' - -- - - - - -- N37.34'45,,W _ _- u2, 585 - -------- _ LOT 1 + - / _REF. DETAIL "B" LOT 1 � �3d BLOCK 1 gg i BLOCK 1 ?6 . 8 SHEET 2 OF 7 BLOCK 1 77.98' -- REF. DETAIL 'A" - SHEET 2 OF 7 '�- IN SEE SHEET 4 OF 7 MATCH LINE SEE DETAIL "A" :-L- ...� f MATGN SHEET 5 OF 7 NOT TO SCALE ' LUCKSIDE 5 (50' ROW) 37 Cj 36 / XO l / f j S62 04622 "E 103.65' 1 16' WIDE ., 1 ,.- LOT 1 WASTEWATER EASEMENT .....�.� ? _ oe / ..� - .._� .._�. -- -N62 046'22 "W / ° 80' / N34 07'40 "W 189 � � 111.75' S25 °30'19 "E . / 2.04' (6j/ / 9 38 -N25 °30'19 "W 7.96' i 39 1 / l S81 °12'50 "E i 20.00' Y 1 /,r N81 °12'50 "W } 1 24.76' 40 LOIjc/)� 04 Q) LEGEND F.I.R. = FOUND 112" IRON ROD SET 112" IRON ROD WITH BLUE S.I.R. = CAP STAMPED "KFW SURVEYING" S.S.L. = BUILDING SETBACK LINE E.G.T. &TV = 25 s� CABLE T.V. EASEMENT =88'31'49' 312.34' LLJ IL51 h 24 z I LOT1 v ^ 72 22 1 ! 21 � 20 19 18 0; + b 17 16 ---- - - - - -- REF. DETAIL "I" SHEET 6 OF 7 Y WALL ESMT LOT CK 24.8.7' 32 2 BLOCK 1 8 ' 7vy 4 \5p 0y ° B;?gy8 s 286' 15 V 9_ h 2 1 N v 4 � M 4 O I w 26 °�, Ogg / 90 10'EG.T. TV ESMT m a 14 I� ti 2 03' - -- -- -- - - -- - - - -- 12 47.98'_ 50.00' - 50.00' - 50.00' - _50.00' '22.15' 26.84 4818' 48. - \- S3 S30 °21'25 "E 270.12' C54 78' 35.g'S ?6g' 125 2222E >zo.a2' '� 50 oo STACKSTONE - a ^ SOLEA COVE (50'ROW) LI 1 I I 3 0 (5 - - 0_ - - 0' ' R° n \ n O_W 8 o58f y 0 6, 02° S0 ' . 6 y M ; 3coN o d 2 N 7V 8O h 2 Cm O p U 8■ i C0S �Z 5 , y o \�O\ 7 S30 °21'25 E 189. O -- 104.81' 32 10.00' C7w 27 -- 33N 20'1' , .4 19.09' gy, 4.' O' S '5 5.29' 43 ? 3 BLOCK 2 9' \y,F4300'= ° o BLOCK N3°06'22 "W 120.00' W 33 34 35 V 20 W 30 o 36 1414 F 37 6795' 28 S30 °21'25 " E 38 29 30 120.00' 0 49.74-- -- 49.21' 39 46.56' 10.00' 29 49.13' 4.9 36- S30 °21'25 "E U .1 0 40 125 0 r 183 S72 o 92.22 . co _____ q S232 '17" 0' S 7�F 120.00' 5T 6 __127.14' zo 00, W °1 28 o OI O � 120.00 21 20 32 31 33 o 27 1 LL 2018. 10'E G. & TV 1 2.m 19 ESMT M 20.16 4.45' 20 46. >3'&F 10' EG.T. & 73 LU 14.97' - -- 26 `'D P2 W 125.2 8' 12 59 128.58 a 012 C4,1 U gvX Xz- 34 - - - - - 8.07 O�Q _N is SU STEM 25 I c W 50' F O6W) L11 Cus wv o N33_59'41 "W 124.52' (4) } N m W 126. _�� O A5 - 01 ?� ry ( 18 ° 73' Uj N39 °25'��- O O - -� N N N31 00622 "W 129.14' �1 Q O' 3,96' w 7- \n V�w �0 13 5' \ m w a Q C) 17.84' �10' E.G.T. & TV ESMT -� OR�i c°•,1 1 41 a, 23 18.22'7 Z O� 18.30' C105 _- - - - - -J G �o 47.33_ , 69� 177 ?� N37°34'46 10- 2.921_/ Ill o rn _ ya C106 _ Io 35 0000 20' N o 38 N37 °34'45 "W 1854LUCKSIDE _- - -- - -- - - -- - - -- U tiOR�d 36 0 37 Z i g$� / C39 _ - - -- 236.83' - -- - - - - -- N37.34'45,,W _ _- u2, 585 - -------- _ LOT 1 + - / _REF. DETAIL "B" LOT 1 � �3d BLOCK 1 gg i BLOCK 1 ?6 . 8 SHEET 2 OF 7 BLOCK 1 77.98' -- REF. DETAIL 'A" - SHEET 2 OF 7 '�- IN SEE SHEET 4 OF 7 MATCH LINE SEE DETAIL "A" :-L- ...� f MATGN SHEET 5 OF 7 NOT TO SCALE ' LUCKSIDE 5 (50' ROW) 37 Cj 36 / XO l / f j S62 04622 "E 103.65' 1 16' WIDE ., 1 ,.- LOT 1 WASTEWATER EASEMENT .....�.� ? _ oe / ..� - .._� .._�. -- -N62 046'22 "W / ° 80' / N34 07'40 "W 189 � � 111.75' S25 °30'19 "E . / 2.04' (6j/ / 9 38 -N25 °30'19 "W 7.96' i 39 1 / l S81 °12'50 "E i 20.00' Y 1 /,r N81 °12'50 "W } 1 24.76' 40 LOIjc/)� 04 Q) LEGEND F.I.R. = FOUND 112" IRON ROD SET 112" IRON ROD WITH BLUE S.I.R. = CAP STAMPED "KFW SURVEYING" S.S.L. = BUILDING SETBACK LINE E.G.T. &TV = ELECTRIC, GAS, TELEPHONE, & s� CABLE T.V. EASEMENT I 54 16' WIDE �G WASTEWATER /�O 0 ~� L49 EASEMENT N88 °31'49 "E 303.98' J �O s� 11 C108 =88'31'49' 312.34' LLJ IL51 Q OZz z I LOT1 72 PROPOSED PUBLIC UTILITY DETAIL "B" EASEMENT(PUE) NOT TO SCALE -- - - -- --- -- PROPOSED WASTEWATER EASEMENT -- - - -- - - -- - - -- - -- PROPOSED DRAINAGE EASEMENT THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE C1BOLO CREEK MUNICIPAL 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 NOTES: 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. - - -- - -- - - - - -- --- --- - -- --- --- -- ----- --- LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT9,32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 SCALE: I"--100' 0' 100' 300' 200' THE CROSSVIIVEMODULEI, UNIT2 THIS PLAT OF THE SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY.' CHAIRPERSON BY.' SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS VINE-MODULE f, UA11 T 2 BEING 47.61 ACRES OF LAND MORE OR LESS SITUATED IN THE JULIAN DIAZ SURVEY NO. 66 ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 AT M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY IN BOOKIVOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. 20 COUNTY CLERK, BEXAR COUNTY, TEXAS BY. DEPUTY PAGE 02 OF 07 Date: Mar 16, 2015, 12:53pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPIEIAPL_12 -028 Crossvine M1 U2.dwg RANDOLPH AIR FORCE BASE C.O. CONVERSE �ti , C.O. MAPSCO 2006 PAGE: 555 GRID.-A7 LOCA T /ON MAP NOT - TO - SCALE Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 Ew, IV603 HUEBNER RD. BLD. 40 AANTON /O, TEXAS 78230 PHONE(210) 979 -8444 ENGINEERS & SURVEY /NG FAX(2W) 979 -8441 FIRM 10122300 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 TXDOTNOTES Z FOR RESIDENTIAL DEVELOPMENT DIRECTLYADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. 10 1 qj VARIABLE WIDTH 11 SIDEWALK EASEMENT L37 15�, ---4C171 0754 N79 °58'01 "E 113.34' L41 HOLLERING VINE (60' ROM 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 DAY OF A.D. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE /WHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 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 NOT TO SCALE LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 112" IRON ROD WITH BLUE CAP STAMPED "KEW SURVEYING" B,S.L. = BUILDING SETBACK LINE E.G.T. &TV. = ELECTRIC, GAS, TELEPHONE, & CABLE TV. EASEMENT PROPOSED PUBLIC UTILITY EASEMENT (RUE) PROPOSED WASTEWATER EASEMENT PROPOSED DRAINAGE EASEMENT NOTE: UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. SCALE: I"=100' LOTSUMMARY LOT 1 I (50) 50' LOTS, (37) 50' LOTS, (33) 70' LOTS (19) COMMON AREA LOTS REMAINING PORTION OF 5' S0' 5' o -, 5' - - - BSL BSL- (n BSL - -- 60 5' o vJi � BSL- (n r i FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. 80'x 40' ! 80' x 50' PAD PAD o co 00 o co ca ROW - 50' LOT DIAGRAM - 0 0' 100' 300' 200' ' FARM TO MARKET RD. 1518 REF. DETAIL "I" (80' RIGHT -OF -WAY) ZSHEET 6 OF 7 S30 °21'25 "E 1300.22' 1' NON - ACCESS ESMT r S30 °21'25"E 156.31' 3' WALL ESMT - 120.07' _- r 10. 15.00' 21.23' s '�^ BLOCK 1 � �pes / 56\� r r 6 N41 2a39'IW Sp�3 p3 MN 20')3, 60' LOT DIAGRAM - W o� na LOT DESIGN GUIDELINES NOT TO SCALE co �i S30 °2120 "E 188.96' L21 I- 1J LOT I LOT 1 I ' BLOCK REMAINING PORTION OF LOT1- BLOCK4 ' BLOCK4 ' 5019 AC. FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. o (VOL, 16609, PG, 193) ASR r �N OWNER: SCHERTZ 1518, LTD. 1 m w A TEXAS LIMITED PARTNERSHIP LOT & BLOCK NUMBER NOTES: ' 1. DIAMETER R WITH A BLUE PLASTIC CAP STAMPED "KEW SURVEYING" BSL BSL- m SE T AT ALL CORNERS UNLESS NOTED OTHERWISE LOT1- BLOCK4 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED ____� FOR THE TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NAD) OF 1983. I I I I 3. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE LOT 79- BLOCK 3 DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS LOTI- BLOCK1 SHOWN ON THIS PLAT. NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, o WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PAD PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL HAVE THE o RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO J REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS _ ___ _-i WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 70' LOT DIAGRAM - W a 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00017. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO315E DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE _ - AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT 9, 32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41- BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79- BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOTI- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ DRAINAGE EASEMENT 1 F�g� 3g 94 o'g�C��� 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY C57 �y; " SIR 0 EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE 3) C83 EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO Ov L LATTICE COVE `p \ SUCH EASEMENTS ARE DESCRIBED BELOW: 10 w /p 5o'ROw) Ai N' NO 12??4 - SIR NO CHANGES. IO'E.G.T. & TV ESMT , (�' ___R60.00' - O N go S30_ °21'25 "E 122.28' LG 2 9. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM C) 1518. o U O 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS L39 8 17,86' U LY N30 °21'25 "W 143.15' SIR LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY - -- -- _10.01' S30 °21'24 "E 125.18' b O n 1.82 C3 THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 68.91' 20.71' 9 18.46'- p° I� w 5g SIR (? C55 S30 °21'25 "E 111.04' S30 °21'25 "E 128.10' C' 11. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88. J -- - - - - -- --- - J 12, THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS ;n PRELIMINARY PLAT. PLEASE SEETHE FOLLOWING TABLE FOR NUMBER OF EACH 1'95 C80 S30 °21'25 "E 336.88' c TYPE OF LOT. coy - -- M ._48 18 32.52' 50 00' 50.00' 50.00_ __ 50.00' 50.00' 50.00_ 8� Z C4 SIR LOT SIZE SUMMARY J_. _ - -_ - -- O _ 16.84'_ _ _ 4.36 DSFR(1) 50' 50 � -�, SIR - � DSFR(2) 60' 37 / Q) DSFR 3 70' 33 0 0 0 10' E. G. T & TV ESMT ( ) of Ll! p TOTAL LOTS = 120 ` to 8 ,� 7 M 6 ° 5 0 4 N 3 0 2 ° 1 M ., S30° �'25'E Y WALL ESMT 50.03' 53.22' � - 50.00' 50.00 � 50.00' 50.00' 50.00' 50.00' , 48.55' 152.81' 66.19' ZpS° REF. DETAIL "H" / SIRI LOT 17 �X2 SHEET 6 OF 7 ) BLOCK 2 LOT 9 \ 14 BLOCK 2 �i. g o 13 A /I THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE g3' CIBOLO CREEK MUNICIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. ALL FEES DUE FOR IMPACT TO <0 3 o M REF. DETAIL "F" N 15 2p, 3G THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL -__ U / SHEET 6 OF 7 N < 9� 3' WALL ESMT / OF BUILDING PERMIT APPLICATION. S 613' 46 - o o poRF 68� 12 AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY REMAINING PORTION OF 10'E G. L 16 V ESMT i N R60.00' N26 °40'08 11W 136.35' 10.00 AC. (VOL. 11918, PG. 1922) N W/ YWALL ESMT - -'/ l OWNER: SCHERTZ 1518, LTD. C2o4 \ cz Q �/ A TEXAS LIMITED PARTNERSHIP C>7 4.33' `°�((I� %� 11 /SIR REF. DETAIL "G" SHEET 3 OF 7 V 40 72.14' p477, I .�� M LOT 1 ti o V19 - 3a�3 `° 7y BLOCK 1 64 BL( s "w, BL( 1> Z w SO� C.P.S. NOTES: J �o V / SIR / C7 \ SIR \ i R23.25 i <5 1 i 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- WAYAREAS, 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. THE CROSEVINEMODULE 1, UN /T2 THIS PLAT OF THE_ SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY., CHAIRPERSON BY. SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS VINE MODULE >, UNIT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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. A.D. 20 AT M. AND DULY RECORDED THE DAY OF. A.D. 20 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 PA GE 03 OF 07 RANDOLPH AIR FORCE BASE C.O. CONVERSE SEOJ1�Ro C.O. L ,.. r MAPSCO 2006 PAGE: 555 GRID:A7 �., v E L 0 C TI01V MAP NOT - TO - SCALE ENGINEER: E *WHEELER MAMMA SINCE INC 1991 CIVIL ENGINEERING * DEVELOPMENT CONSULTING a PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 SURVEYOR: FW, 4603 HUEBNERRD BLD 40 A NANTON /O, TEXAS76230 PHONE ('170) 979 -8444 ENGINEERS & SURVEYING FAX(210) 979 -8441 FIRM 10122300 l 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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S 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. NOTARYPUBL/C BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONENVHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512 - 899 -0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210- 979 -8441 LIE d o _N Q, � `n7 2 TXDOTNOTES 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY 'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. 23 2 IL a 24 THE CROSS /`DINE MODULE 3 q, UNIT I UME 9668 PAGE 176- 25 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- WAYAREAS, 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 1S 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. i II REF DETAIL 'A" -_ MA TCH LINE SEE SHEET 2 OF 7 11 Si EET 4 OF 7 � / / LOTSUMMARY LOT 1 BLOCK 1 W / 2Q-�ri "E74,8a J U ED / SHEET 2 OF 7 R U + +h W m2v J ��O A X25„ 88g. F REF. DETAIL 'A" 23 2 IL a 24 THE CROSS /`DINE MODULE 3 q, UNIT I UME 9668 PAGE 176- 25 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- WAYAREAS, 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 1S 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. i II REF DETAIL 'A" -_ MA TCH LINE SEE SHEET 2 OF 7 11 Si EET 4 OF 7 � / / LOT DESIGN GUIDELINES NOT TO SCALE NOTE., UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. S45 °$ 14 3 E LOTSUMMARY LOT 1 BLOCK 1 / (50) 50'LOTS, (37) 60'LOTS, (33) 70' LOTS "E74,8a - S262.512�E SO)A / / SHEET 2 OF 7 (19) COMMON AREA LOTS W 47'06 S44° 26.8 p5, A X25„ 88g. F REF. DETAIL 'A" 5' 70' 5' o 4g 5' S0' 5' 5' S0' 5' BSL BSL m BSL .�L o BSL m BSL o co y BSL m y��h lj 1 d o 5 1F -1 F� M F F -1 -1 F� Q1, 9 1 ­IA- -. 80'x 40' O N -. 80'x 50' O N 80' x 60' 0 M PAD - ! PAD - ! PAD" o� m J ..... o� I� N m I J ..... - ocJi1 L N m ROW - 50' LOT DIAGRAM _ w 60' LOT DIAGRAM _ w 70' LOT DIAGRAM w 04 04 04 LOT DESIGN GUIDELINES NOT TO SCALE NOTE., UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. S45 °$ 14 3 E LOT 1 BLOCK 1 / REF. DETAIL "B" "E74,8a - S262.512�E SO)A / / SHEET 2 OF 7 EQ W 47'06 S44° 26.8 p5, A X25„ 88g. F REF. DETAIL 'A" 9 �� 66 4g SHEET 4 OF 7 .�L 38 LOT BLOCK 1 y��h lj 1 d o 5 BL K 1 , M n� ro N 39 z o / 20' B S Q1, 9 1 ­IA- LOT DESIGN GUIDELINES NOT TO SCALE NOTE., UTILITIES SHOWN ARE ONLY PRELIM/NARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. S45 °$ 14 3 E LOT 1 BLOCK 1 REF. DETAIL "B" / SHEET 2 OF 7 W 54 CJ1 M / p'0° / .0 F 72 W O I h b S 4593 - 54, q 17.1)3, Ny5 °1p a° L49- v 2 n I .c\1 h ,�732�5 /b. C12 VZ91 ~ Z LP M 55 g1 C20 Ar�B\ \ 3 S� -7 V /y'� L51 / w\ 52 __ N24 °54'27 "W 119.03' \ w I 40 1 I R60.00' - '.�\ W 2.95' a, \ 71 vao � ICI - yI MM � / o m R60.00' (_.N24'54'27 "W N32 °11'17 "W 124_84 °n 56 ° - _115.48' 1 I - -- S32 °11'17 "E 141.86' � � �/ 15.08' 2 ( 1 W 51 N �� // 70 00 / _ N24'S0' o Za \ O I °�rM +�h 16.78'\\ 29" Z co 0 0 26 57 U W14528?_- ..,,1 M v M = 12o I+ 12.69' N 135.06` - - - -- --3.49 1 M- 50' M�. P 30 N S32 °11'17 "E 170.46' - - _ 15809' 26 -- -� ti --- ---- - - - - -- I M O -� i yh ^n 10'E.G.T. &TV ESMT -�-y (r cl 69 o N y - - - - -- -� M o i o f 50 °° °o o LU IY 321.111_ 0 o I l o d i 58 o W 42 O I Q � i � L29 � m N32'11 17 "W 13Z04' U( 27 W M o S32 °11'17 "E 178.81' C N 6 N 10 o 68 O �5 I I W C} - N N M W h LO J co 2 O I I I -- - - - - -- -J ild. Z z m ml us 'v o 59 �i to h M- �__r ' U aW�za I N- m I, CYO 21 io 49 0^ o M o �o° i o l Oo --- ....,_S o�'i 43 N III W N __U ---_ 147.99' NI io = oI m W V I N 10 Y O o -- - - .- _ O 30 °21'57 "W 29.5 ro O��i W O 67 _ 6 Z 0 ti Z 0 4 59" W 119.94' �9 M- E 8580 N 0 60 ° 25' 28 o O v 1 ( .� -- N24 °5 = 342.94' l0 1 I W' i IO'E.G.T &TV ESMT hI o I I �1 48 to( SIR 44 of 66 o N co S70 O>55,�, 7815 5 ' ' 13_0.58-- 61 I'N 24 °5427„ ' W 116.86' w - j 9g2� � v ! N32 °21'39 "W 149.73' - -- V Cp > SIRS 31 45 14.66` / 47 ho v N� 65 � 4 p 5� o W7 0 � � - -- M 79 5.09' p° �� / 10.60' 2 °79 >T•y1 73015 o 62 3.3444 24 08,�W 114.1% Q N1 S5 (6 p t/G, �/ G9 4 5.10' II os,w Ro ". 40)73, N 6 SIR I C7% � I � 9 SIR 12 ' SIR 44j C' X46 SIR ! 1 SIR �a I 37 36 I 1 16' WIDE" LOT WASTEWATER 1 EASEMENT - -- "-S34 °0T40'E 205.4T� / N34'07'479189.80' 25 °30'19 "E 2.04' Sro ��0 t 7.96' 1 r` Ir I 38 LUCKSIDE V) 39 1 i S81'12'50 "E { 20_00' 1 ; 40 W c) C) 1. 04! z DETAIL "A" NOT TO SCALE I °12'50 "W 24.76' 52 N32 °21'39 "W 145.89' L35 a 46 ------ - - - - -- 11.6U \ �p a W�o LESMT V� YWALL 3WAL 1 4 ESMT 63 N44 4. 1 ZDO 911, 4W 1 E z 37 _ YWALL 9 ESMT 654'\ 44'21� ` 90 --- --- p C6 -- o - - ---- - - - - -- - - M L,45 C177 REF. DETAIL "C" SHEET 4 OF 7 REMAINDER OF 122.533 AC. (VOL, 11918, PG. 1926) OWNER: SCHERTZ 1518, LTD, A TEXAS LIMITED PARTNERSHIP SCALE: 1 " =100` or 100, 300 %1%11 M 1 200 Obi -F-P,l VINE Cl N X60' RoW> / /0 S44 °29,49„ E 181 90' G 17 VARIABLE WIDTH G SIDEWALK EASEMENT / � /546 (3172 Nq4 °21'05 W DETAIL "C" SCALE: 1 "= 50' LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 112" IRON ROD WITH BLUE CAP STAMPED "KEW SURVEYING" B.S.L. = BUILDING SETBACK LINE E.G.T. &TV = ELECTRIC, GAS, TELEPHONE, & CABLE T. V. EASEMENT PROPOSED PUBLIC UTILITY EASEMENT(PUE) PROPOSED WASTEWATER EASEMENT PROPOSED DRAINAGE EASEMENT NOTES: 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT9,32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCKS, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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 THIS PLAT OF THE THE CROSSWIVEMODULE 1, UNIT2 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY.' CHAIRPERSON BY.' SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS V /NE MODULE f,- UA11T 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . A.D. 20 AT M. AND DULYRECORDED THE DAY OF_ A.D. 20 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 PAGE - - OF 07 Date: Mar 16, 2015, 12:52pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPlatlPL_12 -028 Crossvine M1 U2.dwg RANDOLPH AIR FORCE BASE C.O. CONVERSE SE C.O. L ,.. r MAPSCO 2006 PAGE: 555 GRID:A7 L 0 C T /ON MAP NOT - TO - SCALE ENGINEER: E *WHEELER MAMMA SINCE INC 1995 CIVIL ENGINEERING * DEVELOPMENT CONSULTING a PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 SURVEYOR: Ew, 4603 HUEBNERRD BLD 40 A NANTON /0, TEXAS 76230 PHONE (210) 979 -8444 ENGINEERS & SURVEYING FA3((210) 979 -6441 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 CITYAS 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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S 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 BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE(WHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512 - 899 -0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210- 979 -8441 TXDOTNOTES 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY 'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. 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 NECESSARYAPPURTENANCES 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- WAYAREAS, 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 1S 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 ALTERAT IONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. NOTE., UTILITIES SHOWN ARE ONLYPRELIMINARYAND THE LAYOUT AND LOCATION OF THE FIRE HYDRANTS OR OTHER APPURTENANCES ARE SUBJECT TO CHANGE. ROW I MATCH LINE SEE SHEET 2 OF 7 N257 -514 "W 529 °04'11'E �j- �$13 "� 5755' 56.15 31.80' /k" ' Ng5 a1 a1 2.49' N N ,[� 73 74 P A0 N N o 75 LOT 1 :L BLOCK 1 76 V. ' 26.81' 23 g6' _9 �, ry° LOT 1 IDA- + , i�61 6jS7,� 9 77 ^�O BLOCK } /,�11"llllll 22.21' �' A W �� 3 2.94' my O C S36�44�1� E- - - -- X30 3 S�� ?% ?o- °h�` b 1�O S/F n 77.74' \ o ryh BC 78 10' E.G.T & ,p 0 h P� 54' 3' WALL SCALE: I"=100' O' 100' 300' 200' LOTSUMMARY (50) 50' LOTS, (37) 60' LOTS, (33) 70' LOTS (19) COMMON AREA LOTS 5' S0' S' o 5 -s� - 5 0 BSL BSL^ m BSL f BSL^ m ��---J -1 -1 F 8 PAD o 8 PAD ti a J �Om �o 50' LOT DIAGRAM - q,I 60' LOT DIAGRAM - W oZ oZ) ^a ^a LOT DESIGN GUIDELINES vJ - TV ESMT IW 6" 60 G31 Z SO�00 ESMT �C'(j '07y (� J 82 N - �� -- REMAINDER OF 122.533 AC. AO� C3 q6a 2p� 4 '09 `" (VOL.. 11918, PG. 1926) 56.43' OWNER: SCHERTZ 151$ LTD, 9 51 < 07, SIR A TEXAS LIMITED PARTNERSHIP ` 55 REF. DETAIL "D" ` C118 y LOT 1 ^ Y WALL v> SHEET 5 OF 7 n ' J BLOCK 1 81 ^ ESMT SIR a � 8828 0 80 °? LOT 79 h� Srl 3672E BLOCK 3 / VO by �� 8462, 886,0, _� PRIVATE POCKET PARK �0j 26pg„ 8B9g, 13.61' 1276 REF. DETAIL "E" Q '^ eGOCllr3558' SHEET 5OF7 O A / 85 o / N rn 84 �� 2'92 O n o �ry 0.65' SIR m h S �^ 83 z 86 N10'E.G.T. & Imo' O �� Q7 �w 32 r�Dc TV ESMT �jQ �Gj� Ga3 V GN ' Z S39 °54'03;E 119.54' - �� 000 C27 � 3 � 10.25' \� 87 7.08'= h G� SIR -Ca C135 G1�3 1�o SIR 3 ALT 5 SIR ESM SIR 01 1� A SIR X45 SIR 116 SIR G C \ REF. DETAIL "C" SHEET 4 OF 7 REMAINDER OF 122.533 AC. (VOL. 11918, PG. 1926) OWNER: SCHERTZ 1518, LTD. A TEXAS LIMITED PARTNERSHIP 33 REMAINING PORTION OF 145.427 AC. (VOL 11564, PG. 1814) OWNER: SCHERTZ 1518, LTD, A TEXAS LIMITED PARTNERSHIP 83 1 79 VARIABLE WIDTH POCKET PARK SIDEWALK EASEMENT C127 � CC1 0126 C129— i ` \ Clio (5125 - -- - -- --------------- - - -N88 °54'12 "W 120.89' HOLLERING VINE (60' RO W) NOT TO SCALE NOT TO SCALE 70' 5'b BSL^ m ..... -1 F 80'X 60' 0 M PAD .._.. o c�i1 L m O ,\ 70'LOTDIAGRAM - W o� ^a LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 1/2" IRON ROD WITH BLUE CAP STAMPED "KEW SURVEYING" B.S.L. = BUILDING SETBACK LINE E.G.T. &TV. = ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT PROPOSED PUBLIC UTILITY EASEMENT(PUE) PROPOSED WASTEWATER EASEMENT PROPOSED DRAINAGE EASEMENT c124 n aw, c5 N N O ,\ VARIABLE WIDTH SIDEWALK EASEMENT z� :,3 >) o 79 POCKETPARK ' ' Im � I V NOT TO SCALE NOTES: 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. .---- --- ---------- ------- --------- --------- --------- --------- --------- --------- LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOTS, 32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79- BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOTI LOT 17 - BLOCK 2 PUBLIC ACCESS/ 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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 FINAL SUBDIVISION PLAT OF THE CROSS VINE MODULE f, UN IT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. THIS PLAT OF THE THE CROSSVINEMODULE 1, UNIT2 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBYAPPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY.' CHAIRPERSON BY., ryary »'rraA 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 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 PAGE - - OF 07 Date: Apr 10, 2015, 2:05pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPlatlPL_12 -028 Crossvine M1 U2.dwg RANDOLPH AIR FORCE BASE C.O. CONVERSE SC C.O. P i MAPSCO 2006 PAGE. - 555 GRIDA7 L 0 CA T101V MAP NOT -TO -SCALE MAL00" I," E *WHEELER SINCE INC 1995 CIVIL ENGINEERING * DEVELOPMENT CONSULTING * PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899-0601 Fax: (512) 899-0655 Firm Registration No. F-786 SURVEYOR: 4603 HUESAIERRD BLD 40 ANANTON10, TEXAS 76230 Ew, 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 CITYAS 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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210-226-6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. ---------- NOTARYPUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRUILIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEANHEELER, INC. 7500 RIALTO BLVD, BLDG I SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512-899-0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210-979-8444 FAX: 210-979-8441 TXDOT NOTES LEGEND LOT SUMMARY (50) 50'LOTS, (37) 60'LOTS, (33) 70' LOTS (19) COMMON AREA LOTS 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLYADJACENT TO STATE 5' 70' 5'b -I RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR F.I.R. = FOUND 112" IRON ROD 5' BSL 50' 5', 60' 5', 1� 5" BSL- 20 0 BSL BSL,- 2 SL c BSL- CC BSL FUTURE NOISE MITIGATION. S.I.R. _ SET 1/2" IRON ROD WITH BLUE CAP STAMPED "KEW SURVEYING" I -1 F -1 F F -1 F -1 F 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS B.S.L. = BUILDING SETBACK LINE PROPERTY WILL BE REGULATED AS DIRECTED BY "ACCESS MANAGEMENT MANUAL". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM E.G.T.&TV. = ELECTRIC, GAS, TELEPHONE, & COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED CABLE T.V. EASEMENT 80'x 40 80'x 50' b 80'x 60, ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. PAD PAD PAD PROPOSED PUBLIC UTILITY EASEMENT(PUE) L b PROPOSED WASTEWATER EASEMENT ROW--- PROPOSED DRAINAGE EASEMENT DIAGRAM _ 50' LOT DIAGRAM Lu� 60' LOT DIAGRAM Lu� 7C LOT DIAGRAM Lu 04 04 � LOT DESIGN GUIDELINES NOT TO SCALE iu 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-WAYAREAS, 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. Z 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. HOLLERING VINE C153 IV79. 58,01 141,28, (60' ROW) --- 3 38_! 113,36' C,;, C152 cq,---- C136 -C139 REMAINING PORTION OF c744 — — — — — — — — — — — — — — C150 VARIABLE WIDTH � C743 \ \`\ .1 --- 10,00 AC, SIDEWALK EASEMENT ,�A-47 — — — — — — — — C7410 (VOL. 11918, PG, 1922) OWNER: SCHERTZ 1518, LTD, A TEXAS LIMITED PARTNERSHIP C142 LOT I YWALL M L36 S>9 °58 0 ,,w 20.98, 99 f-%r--7-A It ffr-11 9 E69.2!x---- - - - --- — — G16 VAIABLE WTH 13.91 SIDEWALK EASEMENT __--­S­5q--3V38W ' HOLLERING VINE (60'ROW) f-%=-rA 11 11"If NOT TO SCALE FARM TO MARKET RD. 1518 CITY OF SCHERTZ (80' RIGHT -OF -WAY) 20'R.O.W DEDICATION S30021'25"E 1300.22' 1 NON - ACCESS ESMT YWALL ESMT N30'21'29"W 1301.93' 25 1 24 1 23 1 22 1 21 1 20 1 19 1 18 TWALL ESMT LOT DETAIL 'T' NOT TO SCALE VNON-ACCES.S ESMT�__ ,XWALL ESMT 6 T 4 LOT I CS Nd NOTES 1. 112" 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. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. -- ---- - ---------- --------------- -- -- --- --- -- --- --- -- -- -- -- --- -- --- - -- --- --- -- -- -- -- ----- --- LOT & BLOCK NUMBER COMMON A R E A LOT A L L 0 IN A B L E USE LOT 9, 32 - BLOCK I LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOTI-BLOCK4 LOT I THEO 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOTI-BLOCKI LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ DRAINAGE EASEMENT & 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(I) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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 THIS PLAT OF THE THE CROSSWIVEMODULE >, UNIT2 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAYOF A.D. 20 BY: CHAIRPERSON By: SECRETARY FINAL SUBDIVISION PLA T OF THE CROSS VINE A110DULE f,--- UNIT -2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR L - ------------------------------------- COUNTY CLERK OF BEXAR 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 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 ndc 07 PAGE 06 /-/-i %.�/ Date: Mar 16, 2015, 12:51 pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 201012-028 Sedona TrailsiPIEIAPL 12-028 Crossvine MIU2,dwg + v RANDOLPH AIR FORCE BASE Y C.O. CONVERSE 1. SITE �0l��¢S mP,, C.O. SCHERTZ '+. 4 �MAPSCO 2006 PAGE. 555 GRlD:A7 v t t } L 0 C T /ON MAP NOT - TO - SCALE E *WHEELER MAMMA SINCE INC 1995 CIVIL ENGINEERING * DEVELOPMENT CONSULTING a PROJECT MANAGEMENT Engineering & Development Consultants 7500 Rialto Blvd, Bldg 1, Suite 240 Austin, Texas 78735 Phone: (512) 899 -0601 Fax: (512) 899 -0655 Firm Registration No. F -786 SURVEYOR: Ew, 4603 HUEBNERRD BLD 40 A NANTON /O, TEXAS 76230 PHONE (270) 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 CITYAS 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, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: SCHERTZ 1518, LTD. C/O CHRISTOPHER K. PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME 1S 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 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. REGISTERED PROFESSIONAL ENGINEER GREGORY J. ANDRULIS REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONENVHEELER, INC. 7500 RIALTO BLVD, BLDG 1 SUITE 240 AUSTIN, TEXAS 78735 OFFICE: 512 - 899 -0601 FAX: 512-899-0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLD. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX: 210- 979 -8441 TXDOTNOTES 1. FOR RESIDENTIAL DEVELOPMENT DIRECTLY ADJACENT TO STATE RIGHT OF WAY, THE DEVELOPER SHALL BE RESPONSIBLE FOR ADEQUATE SETBACK AND /OR SOUND ABATEMENT MEASURES FOR FUTURE NOISE MITIGATION. 2. MAXIMUM ACCESS POINTS TO STATE HIGHWAY FROM THIS PROPERTY WILL BE REGULATED AS DIRECTED BY 'ACCESS MANAGEMENT MANUAL ". THIS PROPERTY IS ELIGIBLE FOR A MAXIMUM COMBINED TOTAL OF ONE (1) ACCESS POINT ALONG F.M. 1518, BASED ON THE OVERALL PLATTED HIGHWAY FRONTAGE OF 1489.18'. LEGEND F.I.R. = FOUND 1 12 "1RONROD S.I.R. = SET 112" IRON ROD WITH BLUE CAP STAMPED "KFW SURVEYING" B.S.L. = BUILDING SETBACK LINE E.G.T. &TV = ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT PROPOSED PUBLIC UTILITY EASEMENT(PUE) - PROPOSED WASTEWATER EASEMENT - - -- PROPOSED DRAINAGE EASEMENT CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C1 119.11' 271.00' 25'10'59" S74'14'08 "W 118.15' C2 78.35' 219.00' 20'2957" S76 °3438 "W 77.94' C3 25.31' 15.00' 96 °41'04" S17'59'07 "W 22.41' C4 23.56' 15.00' 89 °5957" N75 °21'23 "W 21.21' C5 205.73' 580.00' 20 °19'23" N69 °48'20 "E 204.65' C6 35.95' 41.00' 50 °14'06" S54'50'58"W 34.81' C7 134.55' 70.00' 110 °07'37" S84 °4744 "W 114.77' C8 34.89' 41.00' 48 °4544" N64 °31'20 "W 33.85' C9 23.56' 15.00' 89'5829" S55 °54'20 "E 21.21' C10 139.38' 375.00' 21 °17'42" N68 °27'34 "E 138.58' C11 15.32' 15.00' 58°31'15" N28 °33'06 "E 14.66' C12 309.48' 60.00' 295'31'55" S32 °5634 "E 64.01' C13 14.93' 15.00' 57 °00'40" S86'19'03 "W 14.32' C14 157.96' 425.00' 21°17'42" S68 °27'34 "W 157.05' C15 23.57' 15.00' 90'01'31" S34 °05'40 "W 21.22' C16 295.11' 620.00' 27'16'20" S24 °33'15 'E 292.33' C17 25.18' 15.00' 96 °11'36" S86°1TIXE 22.33' C18 110.48' 325.00' 19'2834" N55'21'16 "E 109.94' C19 15.04' 15.00' 57 °27'44" N36'2141"E 14.42' C20 309.49' 60.00' 295'32'13" S24 °36'04 "E 64.00' C21 15.20' 15.00' 58'04'30" N85 °52'12 "W 14.56' C22 93.48' 275.00' 19'2834" S55 °21'16 "W 93.03' C23 23.59' 15.00' 90'06'48" S00 °3335 "W 21.23' C24 54.85' 530.00' 5'5546" S47 °2742 "E 54.82' C25 25.75' 15.00' 98'2226" N80'23'12 "E 22.71' C26 188.50' 60.00' 180 °00'00" S58 °48'01 "E 120.00' C27 25.75' 15.00' 98 °2226" S17 °59'14 "E 22.71' C28 201.00' 530.00' 21'4345" S78 °02'19 "E 199.80' C29 23.55' 15.00' 89 °56'08" N46'07'44 "E 21.20' C30 43.85' 404.06' 6 °13'02" S01'5651 "E 43.82' C31 24.00' 15.00' 91'40'43" S50 °5344 "E 21.52' C32 273.02' 60.00' 260 °4242" N33'3T16 "E 91.44' C33 136.18' 454.06' 17 °11'03" S07 °2552 "E 135.67' C34 23.58' 15.00' 90 °03'52" S43 °52'16 "E 21.23' C35 43.92' 51.00' 49 °20'45" N66 °2525 "E 42.58' C36 15.71' 70.00' 12 °51'43" N48 °10'55 "E 15.68' C37 38.30' 41.00' 53 °30'58" N27 °51'17"E 36.92' C38 388.14' 575.00' 38'40'33" N18 °14'28 "W 380.81' C39 179.17' 125.00' 82 °07'27" NO3 °28'59 "E 164.22' C44 22.42' 15.00' 85 °3822" N01 °4332 "E 20.39' C45 15.12' 15.00' 57 °46'09" N69 °5843 "W 14.49' C46 309.49' 60.00' 295 °32'17" N48°5421"E 64.00' C47 15.12' 15.00' 57 °46'09" S12 °12'35 "E 1449' C48 20.95' 15.00' 80 °00'43" S81 °06'01 "E 19.29' C50 23.37 15.00' 89'15'03" N14°16'07"E 21.07 C51 15.12' 15.00' 57 °46'09" N59 °14'29 "W 14.49' C52 309.49' 60.00' 295 °32'17" N59 °3835 "E 64.00' C53 15.12' 15.00' 57 °46'09" S01 '28'20"E 14.49' C54 159.15' 525.00' 17 °22'08" S21 °4021 "E 158.54' C55 143.99' 475.00' 17 °22'08" S21 °40'21 "E 143.44' C56 36.33' 15.00' 138 °46'01" N80 °15'35 "E 28.08' C57 290.63' 60.00' 277'32'02" S30 °2l'25 "E 79.09' C58 36.33' 15.00' 138 °46'01" S39'01'36 "W 28.08' C59 22.27' 15.00' 85'03'46" S72 °53'18 "E 20.28' C60 6686' 289.00' 13 °15'20" N71 °12'29 "E 66.71' C61 70.67' 141.00' 28'4258" N63 °28'40 "E 69.93' C62 44.29' 271.00' 09 °21'52" N53 °48'07 'E 44.25' C63 184.45' 520.00' 20'19'23" S69 °48'20 "W 183.48' C64 67.15' 41.00' 93 °50'33" N52 °42'05 "W 59.89' C66 23.10' 15.00' 88 °14'08" N45 °12'52 E 20.88' C67 15.12' 15.00' 57 °46'09" S61 °47'00 "E 14.49' C68 30949' 60.00' 295 °32'17" N00 °40'04 "W 64.00' C69 15.12' 15.00' 57 °46'09" 560'2652 "W 14.49' C70 22.62' 15.00' 86 °25'00" N47 °2734 "W 20.54' C71 321.54' 625.00' 29'28'35" N18 °59'21 "W 318.00' C72 36.14' 15.00' 138 °01'37" N35 °17'10 "E 28.01' C73 295.31' 60.00' 282 °00'09" N36 °42'06 "W 75.52' C74 36.68' 15.00' 14WOT25" S72 °21'33 "W 28.20' C75 107.50' 75.00' 82 °07'27" NO3 °2859 "E 98.53' C76 63.86' 255.00' 14 °20'55" N51 °43'10 "E 63.69' C78 23.76' 15.00' 90 °4457" S75 °4353 "E 21.35' C79 143.99' 475.00' 17 °22'08" S21 °4021 "E 143.44' C80 159.15' 525.00' 17 °22'08" S21 °4021 "E 158.54' C81 23.56' 15.00' 90 °00'03" S14°3837"W 21.21' C82 103.84' 236.25' 25 °1958" N74 °14'08 "E 103.00' C83 8.61' 3.25' 151'46'30" S17 °17'08 "E 6.30' C84 29.09' 175.75' 9 °2856" N53 °51'39 "E 29.05' C85 37.95' 23615' 9 °12'17" S53 °43'20 "W 37.91' C86 4212' 15.00' 180'00'00" S58 °48'01 "E 30.00' C87 47.12' 15.00' 180'00'00" N58 °48'01 "W 30.00' (3100 304.55' 610.00' 28'36'21" S25 °13'16 "E 30140' CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C101 68.02' 520.00' 7'2943" S48 °1441 "E 67.98' C102 3.36' 15.00' 12 °50'58" N71 031'02 "E 3.36' C103 97.26' 510.00' 10 05537" N85 037'59 "E 97.12' C104 134.38' 63600' 12 00729" N09 00232 "W 134.13' C105 141.98' 63600' 12'48'40" N28 °3534 "W 141.69' C106 37.42' 490.00' 04'2233" N35 02328 W 37.41' C107 24.26' 315.00' 04'2448" S56'41'13 'W 24.26' C108 16.05' 60.00' 15 °1928" N24'50'27 "W 16.00` C109 16.20' 60.00' 15'2758" N16 °31'08 "E 16.15' C110 17.70' 60.00' 16'5359" S02 °2223 W 17.63' C111 19.16' 590.00' 1'51'40" S45 °2539 E 19.16' C112 41.72' 78.11' 30 °36'19" N733952 "W 41.23' C113 36.32' 48.83' 42 °3653" N674248"W 35.49' C114 29.11' 51.07' 32 03927" N28'0121"W 28.72' C115 23.20' 39.62' 33 03237" N28'27'57 "W 22.8T C116 34.82' 27.35' 72 °57'01" N07'15'28 "W 32.51' C117 1.08' 680.00' 0 00528" S44 °27"05 "E 1.08' C118 23.55' 15.00' 8956'08" S46'07'44 W 21.20' C119 16.93' 25.29' 38 °21'27" N28'03'22 "W 16.62' C120 31.86' 28.66' 63'40'38" N152648 W 30.24' C121 53.77' 81.94' 37 °3542" N0224'20"W 52.81' C122 54.46' 109.71' 28 °2635" N06'58'54 "W 53.91' C123 22.97' 19.68' 66'53'17" N324654 "W 21.69' C124 20.55' 60.00' 19 °37'17" S86 °5527 E 20.45' C125 174.14' 530.00' 18 °49'30" N792927 W 173.35' C126 13.55' 42.48' 18'16'13" N87'06'51 `E 13.49' C127 48.54' 57.80' 48 °07'14" S77 °5739 "E 47.13' C128 51.06' 53.56' 54 °37'29" S81°12'46 E 49.15' C129 60.05' 92.35' 37 °15'20" S89 °53'50 'E 59.00' C130 77.18' 124.74' 35 °2657" S88 °5939 E 75.95' C131 40.09' 37.66' 60 °5942" S76 °13'16 "E 38.22' C132 13.07' 33.65' 22 °15'54" S58 °4822 "E 12.99' C133 23.58' 15.00' 90 °03'52" N43'52'16 "W 21.2Y C134 236.66' 590.00' 22 °58'55" N77'2444 "W 235 OP C135 21.70' 15.00' 82'5244" S72 °3821 "W 1985, . C136 205.73' 580.00' 20 °19'23" N69'48'20 "E 204.65' C137 19.93' 56.37' 20 °15'22" S35 04933 "W 19.82' C138 25.17' 35.16' 41 °01'27" S46'10'29 "W 24.64' C139 25.87' 91.77' 16'09'06" S51 °32'12 "W 25.78' C140 68.65' 111.67' 35'13'25" S61 °04'22 "W 67.57' C141 26.83' 23.50' 65'2446" S45 °5841 "W 25.39' C142 35.57' 19.45' 104'48'14" S65 °40'25 "W 30.82' C143 47.26' 55.86' 48 °28'16" N86'09'35 "W 45.86' C144 97.09' 466.09' 11'56'07" S75 °34'2WW 96.91' C145 71.41' 235.29' 17'2321" S72 °50'41 "W 71.14' C146 23.24' 85.94' 15 °2933" S69 °54'06"W 23.17' C147 26.76' 50.65' 30°16'16" N87'13'00 "W 26.45' C148 27.61' 21.12' 74 °55'15" S70'27'31 "W 25.69' C149 36.85' 241.00' 8'4541" S37 °22'44 "W 36.82' C150 55.37 56.89' 55 °4627" S69 03848 "W 53.21' C151 52.21' 99.60' 30 °02'05" N672656 "W 51.62' C152 112.24' 70.00' 91'52'07" N75 °3959 E 100.60' C153 35.95' 41.00' 50 °14'06" N54 °50'58 E 34.81' C154 24.65' 41.00' 34 °2722" N82234 1"W 24.28' C155 8.67' 18.43' 26 °57'19" N89 °06'49 E $59' C156 21.30' 44.87' 27'12'11" N74 °00'39 E 21.10' C157 30.05' 405.30' 4 °1451" S88 °20'44 "E 30.04' C158 28.13' 84.27' 19'07'38" N79 °58'01 "E 28.00' C159 31.18' 54.00' 33 °04'45" N86 °56`35 "E 30.74' C160 184.45' 520.00' 20 °1923" S69 048'20 "W 183.48' C161 5.88' 21.90' 15 °2359" N64 °07'02 "E 5.87' C162 24,20' 77.11' 17'59'00" N65 °34'19 "E 24,10' C163 24,74' 38.29' 37 °01'25" N56 °03'07 "E 24,31' C164 36.16' 60.82' 34'04'06" N54 °44'57 "E 35.63' C165 14.07' 115.00' 07 °00'33" N68 °4437 "E 14.06' C166 35.55' 69.69' 29°1335" N81 °06'37 "E 35.16' C167 42.55' 49.95' 48 °48'50" N71 °18'59 "E 4118' C168 6629' 88.21' 43 °03'24" N68 °26'16 "E 64.74' C169 4.29' 21.62' 11 °21'27" N85 °14`36 "E 4.28' C170 45.21' 603.32' 4 °17'38" N62'21'39 "W 4510' C171 5.87' 21.90' 15'21'55" S84 °12'01 "E 5.84' C172 3.48' 33.47' 5 °57'12" N52 °4557 "W 3.48' C173 4340' 15.00' 16504528" N58048'01"W 29.77' C174 45.21' 603.32' 4 °17'38" N55'14'23 "W 4510' C175 21.70' 15.00' 8252'44" N10'14'23 "W 19.85' C176 73.96' 590.00' 7°10'56" N48'05'1 7"W 73.91' C177 398.52' 680.00' 33 °3444" N27 °42'27 "W 392.84' C178 23.65' 15.00' 90 °19'32" N56'04'51-W 21.27' C179 23.48' 15.00' 89'40'28" N33 055'09 "E 21.15' LOTSUMMARY (50) 50' LOTS, (37) 60' LOTS, (33) 70' LOTS (19) COMMON AREA LOTS 5' - 0' 5'b v'' S 6060 - 5'0 BSL BSL m BSL 1 BSL LINE TABLE LINE LENGTH BEARING L1 50.98' S61'38'38 "W !. 80'x 40' ° S86 °4937 "W !. 80'x 50' 50.02' S61 °13'58 "W PAD - 120.10' S59 °3838 "W ! PAD 141.28' S79 °58'01 "W L6 32.83' S10 °55'05 "E L7 29.87' I L8 I CO S31 °11'59 "W L9 41.62' N44 °3243 "E L10 34.07' N29 °01'57 "E L11 a-- ROW--- 50' LOT DIAGRAM w 60' LOT DIAGRAM Lu oCL o� CL LOT DESIGN GUIDELINES NOT TO SCALE LINE TABLE LINE LENGTH BEARING L1 50.98' S61'38'38 "W L2 38.99' S86 °4937 "W L3 50.02' S61 °13'58 "W L4 120.10' S59 °3838 "W L5 141.28' S79 °58'01 "W L6 32.83' S10 °55'05 "E L7 29.87' N31'11'59 "E L8 29.87' S31 °11'59 "W L9 41.62' N44 °3243 "E L10 34.07' N29 °01'57 "E L11 43.37' N41°0539"W L12 44.68' S41°05'39 "E L13 0.80' N30 °21'25 "W L14 20.06' N61'38'38 "E L15 32.86' N01 °05'48 "E L16 19.21' N89 °19'56 "E L17 19.53' S89'19'56"W L18 29.76' S61°38'38"W L19 19.12' S86 °4937 "W L20 79.73' N49'07'12 "E L21 63.26' S30'21'23 "E L22 15.00' N31'11'59 "E L23 15.00' S31'11'59"W L27 20.00' N81 °12'50 "W L28 20.89' S64 °51'35 "E L29 4.99' N77 °5632 "E L30 37.89' S16 °5254 "E L31 33.77' SO4'19'52 "W L32 20.00' N58'48'01 "W L33 27.13' N58'5738 "W L34 20.57' N66 °44'21 "E L35 21.31' S42'20'16 'E L36 1.61' N23 °2527 "W L37 1.34' NO6 °21'39 "W L38 13.90' N65'1 7"30"E L39 20.71' S29 °04'50 'E L40 4.48' N71°31'02 "E L41 1.62' S03 °21'29 "W L42 123.19' N88 °54'12 "W L43 50.00' N88 °56'31 "W L44 128.30' N88 °54'12 "W L45 181.90' N44 °2949 "W L46 32.61' N10'55'05 "W L47 50.00' N10'4Y22 "W L48 60.00' N79'04'55 "E L49 12.33' N65'09'34 "E L50 31.80' N88 °31'49 "E L51 9.02' S65 °09'34 "W L52 26.87' S88 °31'49 "W L53 41.87' S65 °19'13 'E L54 13.75' N65 °05'33 "E L55 46.86' N65 °05'33 "E L56 60.21' N69 °54'30 "E L57 16.71' N65 °05'33 "E 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. 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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 THIS PLAT OF THE THE CROSSWIVEMODULE >, UNIT2 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 PLA T OF THE CROSS VINE MODULE f, UNIT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 AT M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY IN BOOKIVOLUME 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 Date: Mar 16, 2015, 12:50pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPIEIAPL_12 -028 Crossvine M1 U2.dwg E / • / NOTES: 5' 70 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" BSL m SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED - -1 F -1 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, b WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS 80'x 60' APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PAD PUBLIC WORKS. THE CITY OF SCHERTZ AND BEXAR COUNTY SHALL HAVE THE o RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO L `" m 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. 70' LOT DIAGRAM LU CL 4. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF 1.00017. 5, ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010, AND FEMA MAP 315, 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND NOT THE RESPONSIBILITY OF THE CITY OF SCHERTZ. THESE AREAS ARE DESIGNATED AS THE COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE. LOT & BLOCK NUMBER COMMON AREA LOT ALLOWABLE USE LOT9,32- BLOCK 1 LANDSCAPELOT LOT 9, 38, 41 - BLOCK 2 LOT1- BLOCK4 LOT 1 THRU 7 - BLOCK 5 LOT 88, 89, 90 - BLOCK 3 LOT 79 - BLOCK 3 LANDSCAPE LOT /PUBLIC ACCESS LOT1- BLOCK1 LANDSCAPELOT/ LOT 17 - BLOCK 2 PUBLIC ACCESS/ DRAINAGE EASEMENT 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. 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. 20' ROAD RIGHT -OF -WAY DEDICATION TO TXDOT CONTAINS 0.68 ACRES ALONG FM 1518. 10. THE 10.082 ACRES OF PRIVATE PARKLAND WITH PUBLIC ACCESS, IDENTIFIED AS LOT 1, BLOCK 1; LOT 17, BLOCK 2; AND LOT 79, BLOCK 3, WILL BE MAINTAINED BY THE OWNER /DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 11. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88. 12. THERE ARE 120 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PRELIMINARY PLAT. PLEASE SEE THE FOLLOWING TABLE FOR NUMBER OF EACH TYPE OF LOT. LOT SIZE SUMMARY DSFR(1) 50' 50 DSFR(2) 60' 37 DSFR(3) 70' 33 TOTAL LOTS = 120 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL 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 THIS PLAT OF THE THE CROSSWIVEMODULE >, UNIT2 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 PLA T OF THE CROSS VINE MODULE f, UNIT 2 BEING 47.61 ACRES OF LAND, MORE OR LESS, SITUATED IN THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT 187, COUNTY BLOCK 5059, CITY OF SCHERTZ, BEXAR COUNTY, TEXAS, AND OUT OF A 100.966 ACRE TRACT DESCRIBED IN VOLUME 11465, PAGE 348, A 122.533 ACRE TRACT DESCRIBED IN VOLUME 11918, PAGE 1926, A 1.5019 ACRE TRACT DESCRIBED IN VOLUME 16609 PAGE 193, A 10.00 ACRE TRACT DESCRIBED IN VOLUME 11918 PAGE 1922 AND A 145.427 ACRE TRACT DESCRIBED IN VOLUME 11564 PAGE 1814 ALL BEING OF THE OFFICIAL PUBLIC RECORDS OF 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 . _ A.D. 20 AT M. AND DULY RECORDED THE DAY OF _ A.D. 20 AT M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY IN BOOKIVOLUME 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 Date: Mar 16, 2015, 12:50pm User ID: rvenegas DRAWN BY: RV File: S:IDraw 2012112 -028 Sedona TrailsiPIEIAPL_12 -028 Crossvine M1 U2.dwg E / • / TO: Planning and Zoning Commission PREPARED BY: Bryce Cox, Planner CASE: PC2015 -010 Rhine Valley Subdivision Unit 4 — Final Plat SUBJECT: Consider and act upon a request for approval of a final plat of the Rhine Valley Subdivision, Unit 4, an approximately 26 acre tract of land situated in the Miles S. Bennett Survey No. 75, Abstract No. 61, County Block 5057, the Julian Diaz Survey No. 66, Abstract Mo. 187, County Block 5059, and the William Bracken Survey No. 74, Abstract No. 43, County Block 5056, City of Schertz, Bexar County, Texas, generally located on Alsatian Way approximately 1,100 feet south of the intersection of Alsatian Way and Ray Corbett Drive. GENERAL INFORMATION: Owner /Applicant: Fred Development, LLC, Gordon Hartman Project Engineer: KFW Engineers, George Weron, P.E. APPLICATION SUBMITTAL DATE: March 9, 2015 (Original Application) April 16, 2015 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 26 acres of land establishing 83 single family residential lots of two (2) different lot sizes: 5,400 square feet and 7,200 square feet as dictated by the Rhine Valley PDD (Ordinance 13- S -37). t „C N Cade Area Square Feet Width ft, Depth ft, "SF 45” 5,400 45 120 "SF 60 "' 7,200 60 120 The site is zoned Planned Development District (PDD). This final plat was reviewed using the Rhine Valley PDD (Ordinance 13 -S -37) and the UDC, Ordinance 11 -S -15, as amended. GENERAL LOCATION AND SITE DESCRIPTION:: The subject property is currently undeveloped and generally located on Alsatian Way 1,100 feet south of the intersection of Alsatian Way and Ray Corbett Drive. 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 (2) points of access via Strasbourg Way and Alsatian Way as well as Arches Valley and Rothau Drive stub outs which were constructed with Unit 1. TREE MITIGATION AND PRESERVATION: The applicant is 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 the site does contain protected or heritage trees which will be removed. A tree survey has been reviewed by Parks and Community Services department. The tree survey identifies one heritage tree and one protected tree to be removed. The fee in lieu of mitigation in the amount of $9,900 is due prior to the issuance of a permit. PARKS: A five (5) acre public park was dedicated with Unit 1 of this subdivision which meets the parkland dedication requirements for this subdivision. The parkland improvements are being constructed in two (2) phases. Phase I of the improvements is currently under construction and includes a parking lot, gazebo, BBQ pits and playground. Phase II of the improvements will be constructed prior to recording the final plat for the next unit and will include soccer fields and multi - purpose ball fields, a sports court and walking trail. 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. Drainage report has been reviewed and approved by the City Engineer. This unit will utilize an open space drainage lot that is being established in this unit as well as the regional detention basin that was constructed in Unit 1. Sidewalks, Hike and Bike Trails: Sidewalks will be constructed along both sides of the street throughout the subdivision. All sidewalks are designed to meet the City of Schertz specifications. Additional Design Criteria: In accordance with the PDD additional design requirements, the subject property will include landscape buffers and screening along Lower Seguin Road and Alsatian Way. A 6' masonry fence will be constructed along Lower Seguin Road and a 6' wood or masonry fence with masonry columns will be constructed along Alsatian Way prior to recording the final plat. A landscape buffer lots (Lot 1, Block 15; Lot 22, Block 6; and Lot 55, Block 1) adjacent to Lower Seguin Road and Alsatian Way have been provided with this plat. Road Improvements: All streets will be developed to City of Schertz specifications. Construction plans for all public improvements have been submitted and approved by Public Works and Engineering Departments. STAFF ANALYSIS AND RECOMMENDATION: The final plat is consistent with applicable requirements for the property, ordinances and regulations. It has been reviewed with no objects by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. 2 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 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 EASEMENTAREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW 4. CONCRETE DRIVEWAYAPPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. STATE OF TEXAS COUNTY OF BEXAR I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 4 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: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210 - 490 -1798 FAX: 210 - 493 -2811 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT, REGISTERED PROFESSIONAL ENGINEER . P.E. KFW ENGINEERS STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND, TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX.'210- 979 -8441 FIRM LICENSE NO. 10122300 's ! q Ca U3 Wrir rj ?- C'J < CL WU� MATCHL KEY NOTES 45.00' 4 O 10' ELECTRIC, GAS, TELEPHONE, 5' SIDE N59 °4548 "E & CABLE T.V. EASEMENT 50.00' O2 25' BUILDING SETBACK LINE SETBACK O3 15' BUILDING SETBACK LINE 5' SIDE SETBACK (D 20' BUILDING SET BACK LINE (15' SIDE O 12'ELECTRIC, GAS, TELEPHONE, (15' SIDE SETBACK S.I.R. = & CABLE T.V. EASEMENT Q C © VARIABLE WIDTH ADJACENT TO M c DRAINAGE EASEMENT ADJACENT TO O 14'ELECTRIC, GAS, TELEPHONE, m M cd N74 °20'35 "E & CABLE T. V. EASEMENT tr1 Go ® 8' DRAINAGE EASEMENT Q) T --I N Q1 S42`3754 "W SURVEYING" Cl T N85 °4339'W 126. TYP. o O9 16' SANITARY SEWER EASEMENT Gj 50.85' S33 °5446 "E C7 ESMT = EASEMENT 192.04' O10' G. E. T TV. EASEMENT 25'FRONT O.P.R.= (VOL. 16923, PG, 1548) 525.00' 2O 16' SANITARY SEWER EASEMENT BUILDING /SETBACK G.E.TTVE.= (VOL. 16871, PG. 1675) 10.00' 3O EXISTING SANITARY SEWER EASEMENT 1 °05'29" 10.00' (VOL. 14078, PG, 757 O.P.R.) - O16' SANITARY SEWER EASEMENT 5.00' B. S. L. = (VOL. 16871, PG. 1665) dL - - - T STATE OF TEXAS COUNTY OF BEXAR I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 4 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: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210 - 490 -1798 FAX: 210 - 493 -2811 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT, REGISTERED PROFESSIONAL ENGINEER . P.E. KFW ENGINEERS STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND, TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX.'210- 979 -8441 FIRM LICENSE NO. 10122300 's ! q Ca U3 Wrir rj ?- C'J < CL WU� MATCHL 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 COORDINA TE 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 1.00017. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). 20' REAR SETBACK 45.00' 4 20' REAR SETBACK LEGEND 5' SIDE N59 °4548 "E 5' SIDE 50.00' F.1. R. = FOUND %" IRON ROD SETBACK F SIDE SETBACK SETBACK 5' SIDE SETBACK (V L5 (15' SIDE (15' SIDE SETBACK (15' SIDE (15' SIDE SETBACK S.I.R. = SET %" IRON ROD WITH BLUE SETBACK ADJACENT TO SETBACK ADJACENT TO M c CAP STAMPED "KFW ADJACENT TO STREET ROW) ADJACENT TO STREET ROW) N74 °20'35 "E L11 STREET R.O.W.) ( S50 °5439 "E STREET R.O.W.) 51.62' S42`3754 "W SURVEYING" 120' TYP. N85 °4339'W 126. TYP. 46.82' R.O.W. = RIGHT -OF -WAY 7 °2949" 50.85' S33 °5446 "E C7 ESMT = EASEMENT 192.04' 20'FRONT 368.34' 25'FRONT O.P.R.= OFFICIAL PUBLIC RECORDS 525.00' BUILDING /SETBACK 1004'07" BUILDING /SETBACK G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, 10.00' 525.00' 5.00' 1 °05'29" 10.00' CABLE TV., EASEMENT - 10.00' - 5.00' B. S. L. = BUILDING SETBACK LINE dL - - - T J- 182.27' -f- V N.A.E. = VEHICULAR NON ACCESS �60'TYP S4'1 1'52'f �45'TYP� 23.92' 75.00' EASEMENT -- I 10'ELEC., GAS, N83 °5445 "W 10'ELEC., GAS, = ORIGINAL SURVEY LINE 5.02' TELE, & CA. T. V. 10.02' TELE, & CA. T. V. C14 10.01' TYPICAL SF 60 LOT EASEMENT TYPICAL SF45 LOT EASEMENT 10.01' S7202859 "E NOT TO SCALE 67.37' NOT TO SCALE 34.52' 30 °5246" 66.56' 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 COORDINA TE 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 1.00017. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). L g' 45.04' 45.04' 45.04' 54.79' SCALE: 7 "= 100' 0' 50' 100' 150' 200' UNPLATTED FRED DEVELOPMENT, LLC. REMAINDER OF A 137.51 ACRE TRACT 1202 WBITTERS BLDG 1 SUITE" 12110 SAN,ANTONIO, TX 78216 VOL, 15711, PG, 1407 56.13' 57.50' 34.26 / 138.86' 47.1 MATCHLINE "A" SEE SHEET 2 OF 3 ,no omm somm mmm S56`4642 W 523.81 mm mmm "A" SEE SHEET 2 OF 3 LINE TABLE 0_ 4 45.00' 4 45.00' _ _36.87'..43. 7.00' - 120.10' N59 °4548 "E L2 50.00' w w w w ? � 0 0 43 � 4 W � � o (V L5 30.31' ^ 0 R o o P S69 °50'00 "E O p p ^ 0) L8 50.01' M c c 50.27' S15 °1321 "W L10 62.57' N74 °20'35 "E L11 45.49' SCALE: 7 "= 100' 0' 50' 100' 150' 200' UNPLATTED FRED DEVELOPMENT, LLC. REMAINDER OF A 137.51 ACRE TRACT 1202 WBITTERS BLDG 1 SUITE" 12110 SAN,ANTONIO, TX 78216 VOL, 15711, PG, 1407 56.13' 57.50' 34.26 / 138.86' 47.1 MATCHLINE "A" SEE SHEET 2 OF 3 ,no omm somm mmm S56`4642 W 523.81 mm mmm "A" SEE SHEET 2 OF 3 LINE TABLE LINE LENGTH BEARING L1 120.10' N59 °4548 "E L2 50.00' N59`4548 "E L3 10.00' N30 °14'12'W L4 58.22' S69 °50'00 "E L5 30.31' S20 °10'00 "W L6 50.00' S69 °50'00 "E L7 10.00' S20 °10'00 "W L8 50.01' S14 °23'05 "E L9 50.27' S15 °1321 "W L10 62.57' N74 °20'35 "E L11 45.49' S50 °5439 "E L12 51.62' S42`3754 "W L13 100.26' N85 °4339'W L14 46.82' S3`50'08 "W LINE TABLE LINE LENGTH BEARING L15 84.76' S30 °14'12 "E L16 105.34' N20`10'00 "E L17 105.34' S20`10'00 "W L18 83.74' N30 °14'12 "W L19 93.50' S77 °46'09 "W L20 57.86' S62 "00'00 "E L21 71.84' S62 °00'00 "E L22 83.79' S72 °52'13 "W L23 40.16' N42 °56'02 "W L24 20.95' N76 °09'42 "W L25 75.25' N23 °21'01 "E L26 4.57' N69 °4248 "W L27 16.63' S89 °11'11 "E L28 27.23' N64`0239 "W CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 200.96' 295.00' 104.55' 39`01'52" 197.10' N39 °40'56 "E C2 48.90' 370.00' 24.48' 7`34'18" 48.86' S66'02'51 "E C3 21.58' 15.00' 13.14' 82 °2542" 19.77' S21 °0251 "E C4 29.04' 15.00' 21.79' 110 °5524" 24.71' S75 °3742 "W C5 119.89' 370.00' 60.48' 18`3358" 119.37' S39 °3737 "E C6 50.88' 388.87' 25.48' 7 °2949" 50.85' S33 °5446 "E C7 373.45' 650.00' 192.04' 32`55'08" 368.34' S13 °1031 "W C8 9.79' 525.00' 4.90' 1004'07" 9.79' S76`0931 "W C9 10.00' 525.00' 5.00' 1 °05'29" 10.00' S75 °04'43 "W C10 10.00' 475.00' 5.00' 1`12'23" 10.00' N75 °01'20 "E C11 182.27' 650.00' 91.74' 16003'59" 181.67' S4'1 1'52'f C12 23.92' 75.00' 12.06' 18 °16'13" 23.81' N83 °5445 "W C13 10.03' 75.00' 5.02' 7 °3944" 10.02' N70 °5647 "W C14 10.01' 125.00' 5.01' 4`35'19" 10.01' S7202859 "E C15 67.37' 125.00' 34.52' 30 °5246" 66.56' N89 °4658 "E C16 36.01' 125.00' 18.13' 16 °30'16" 35.88' N66 °05'27 "E C17 18.65' 15.00' 10.75' 71 °15'02" 17.47' N86 °32'10"W C18 84.26' 180.00' 42.92' 26 °49'12" 83.49' S64 °19'14 "E C19 39.52' 25.00' 25.25' 90`3356" 35.53' S75 °31'10 "E C20 282.71' 415.00' 147.09' 39001'52" 277.27' N39 °40'56 "E C21 316.77' 465.00' 164.81' 39 °01'52" 310.68' N39 °40'56 "E C22 10.20' 15.00' 5.30' 38`56'40" 10.00' S39 °4332 "W C23 147.00' 50.00' 494.58' 168`27'16" 99.49' S75`31'10 "E C24 10.20' 15.00' 5.30' 38`56'40" 10.00' N10 °4552 "W C25 15.24' 525.00' 7.62' 1'3946" 15.23' S73 °42'06 "W C26 40.61' 475.00' 20.32' 4 °53'56" 40.60' N75 °19'11 "E C27 22.56' 15.00' 14.03' 86 °10'39" 20.49' S59 °0832 "E CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C28 278.74' 60.00' 64.14' 266`10'39" 87.64' S30 °51'28 "W C29 44.89' 525.00' 22.46' 4`5356" 44.87' N75`19'11 "E C30 24.84' 15.00' 16.34' 94 °5356" 22.10' N59 °40'49 "W C31 77.68' 480.00' 38.93' 9 °16'22" 77.60' N7 °3540 "W C32 24.55' 15.00' 16.02' 93046'18" 21.90' N43`55'40 "E C33 19.51' 15.00' 11.41' 74 °32'02" 18.17' S51 `55'10 "E C34 305.16' 60.00' 40.93' 291`24'14" 67.62' S19 °3844 "W C35 9.65' 15.00' 5.00' 36052'12" 9.49' S72 °2243 "W C36 24,35' 15.00' 15.81' 93 °01'19" 21.77' N42 °40'32 "W C37 9.42' 15.00' 4.87' 35`5929" 9.27' N21 °49'52 "E C38 120.27' 50.00' 129.64' 137049'06" 93.30' S2900456 "E C39 9.42' 15.00' 4.87' 35 °5929" 9.27' N79 05945 "W C40 17.87' 125.00' 8.95' 8 °11'20" 17.85' S66 °05'40 "E C41 6.70' 75.00' 3.35' 5`06'55" 6.69' S64`3327 "E C42 28.73' 25.00' 16.18' 65 °50'07" 27.17' S29 °04'56 "E C43 148.62' 530.00' 74.80' 16 °03'59" 148.13' N4'1 1'52"W C44 22.28' 15.00' 13.77' 85 °06'04" 20.29' S30 °19'11 "W C45 12.83' 475,00' 6.42' 1°32'52" 12.83' S73 °3839 "W C46 47.27' 295.00' 23.68' 9 °10'50" 47.22' N50 °38'02 "E C47 43.72' 295.00' 21.90' 8 02928" 43.68' N41 °47'53 "F C48 46.65' 295.00' 23.37' 9 °03'39" 46.60' N33 °01'19 "E C49 42.86' 295.00' 21.47' 8 °1929" 42.82' N24 °19'45 "E C51 71.16' 650.00' 35.62' 6`16'22" 71.13' SO`44'45 "E C52 71.16' 650.00' 35.62' 6 °16'22" 71.13' S7 °01'07 "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 OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2. 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND / OR ASSIGNS, 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 83 BUILDABLE LOTS, 51 SF 60 LOTS AND 32 SF 45 LOTS. 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. 8. LOT 1 BLOCK 151S THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. LOT 22, BLOCK 6 AND LOT 55, BLOCK 1 ARE DESIGNATED AS OPEN SPACE AND LANDSCAPE AND WALL EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 10. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C. C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITYAND 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 C /BOLO CREEK MUNICIPAL AUTHORITY I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT 4 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 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. AT M. AND DULY RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF BEXAR COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY.' DEPUTY SUBDIVISION PLA T ESTABLISHING RHINE VALLEY SUBDIVISION UNIT 4 A 25.28 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. Date: Apr 16, 2015, 11:13am User ID: NReynolds File: P: 12051141071DesigniCivilIPLA TIPL2051407 FINAL.dwg I-Im OF 3 C P S NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR KEY NOTES ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT 10' ELECTRIC, GAS, TELEPHONE, AS "ELECTRIC EASEMENT," "GAS EASEMENT- "ANCHOR EASEMENT," "SERVICE EASEMENT- & CABLE T.V. EASEMENT "OVERHANG EASEMENT," "UTILITY EASEMENT, -AND "TRANSFORMER EASEMENT" FOR THE PURPOSE 25' BUILDING SETBACK LINE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, 15' BUILDING SETBACK LINE PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR 20' BUILDING SET BACK LINE TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF 12' ELECTRIC, GAS, TELEPHONE, INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES & CABLE T. V. EASEMENT WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS VARIABLE WIDTH ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE DRAINAGE EASEMENT WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND 14' ELECTRIC, GAS, TELEPHONE, UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID & CABLE T. V. EASEMENT EASEMENTAREA. 8' DRAINAGE EASEMENT 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, 16' SANITARY SEWER EASEMENT LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS G. E. T TV. EASEMENT SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES co Q OR GROUND ELEVATION ALTERATION. I O O 0 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, - 0) WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR TO Lo UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW z Z) �W X 4. CONCRETE DRIVEWAYAPPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE O c/) Qa 0 ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND W r CL ELECTRIC AND GAS FACILITIES. te,j p (; Ci 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN >- LIJ O ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE ooa FIVE (5) FOOT WIDE EASEMENTS. Lo Q EASEMENT W C) uj cn 2 Q� Lea'o e- co LL1 WLtl� 4 U � co q� Lt1 N U7) Q r uj Lo C� STATE OF TEXAS COUNTY OF BEXAR 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 4 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 F.I.R. "RPLS 2024" iry O t\ 31 W N 6 Q � oIC; S59 °55'16 "W 109.52' MATCHLINE "A" KEY NOTES O 10' ELECTRIC, GAS, TELEPHONE, LEGEND & CABLE T.V. EASEMENT O2 25' BUILDING SETBACK LINE 37\ 15' BUILDING SETBACK LINE ® 20' BUILDING SET BACK LINE O 12' ELECTRIC, GAS, TELEPHONE, F SIDE SETBACK & CABLE T. V. EASEMENT © VARIABLE WIDTH (15' SIDE SETBACK DRAINAGE EASEMENT O 14' ELECTRIC, GAS, TELEPHONE, SET %" IRON ROD WITH BLUE & CABLE T. V. EASEMENT ® 8' DRAINAGE EASEMENT O 16' SANITARY SEWER EASEMENT O10' G. E. T TV. EASEMENT STREET ROW) (VOL. 16923, PG, 1548) O2 16' SANITARY SEWER EASEMENT 3 (VOL. 16871, PG, 1675) 3O EXISTING SANITARY SEWER EASEMENT COUNTY OF BEXAR (VOL, 14078, PG, 757 O.P.R.) 4O 16' SANITARY SEWER EASEMENT (VOL. 16871, PG. 1665) W C) uj cn 2 Q� Lea'o e- co LL1 WLtl� 4 U � co q� Lt1 N U7) Q r uj Lo C� STATE OF TEXAS COUNTY OF BEXAR 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 4 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 F.I.R. "RPLS 2024" iry O t\ 31 W N 6 Q � oIC; S59 °55'16 "W 109.52' MATCHLINE "A" NOT TO SCALE NOT TO SCALE 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 COORD /NA TE 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 1.00017. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). FiAr SCALE: 1 "= 100' 0' 50' 100' 150' 200' b6ROC28 6g z17g 18, \ \ \ BLOCK115 OPEN SPA E o 12 ^ h W < 6000' r o a 6000, N >2'52'>3„ ' 91 ti BL QG+K 60 p0 F 399.37 10 0° c 8 60.00' `o N o 9 o° a 7j 460gE y----i 30 s' h � ry' 29 �l 6252, eC OCK 70 SFF SyFFTF 65` 3 OF 3 1 �T 8 0�^ b 1.91' h 7 C26�, 9 6 o C.) 5 c2g -- 6 0 62, ,862' 40 6, RQ�/�gU RI 572 52'13 "{V 380.75 000' '12 '52,y302ys` /Od 1 � � 28 ,<V 20' REAR SETBACK 20' REAR SETBACK LEGEND 5' SIDE OWNER: FRED DEVELOPMENT, LLC. s SIDE F I. R. = FOUND %" IRON ROD SETBACK F SIDE SETBACK SETBACK F SIDE SETBACK 3 a a / G� (15' SIDE (15' SIDE SETBACK (15' SIDE (15' SIDE SETBACK S.I.R. = SET %" IRON ROD WITH BLUE SETBACK ADJACENT TO SETBACK ADJACENT TO 7��q CAP STAMPED "KFW ADJACENT TO STREET ROW) ADJACENT TO STREET R.O.W.) ^� 4j 3 STREET R.O.W.) ( STREET R.O.W.) COUNTY OF BEXAR SURVEYING" tzo• TYP. t2o• TYP. R.O.W. = RIGHT -OF -WAY 24 1 ESMT = EASEMENT 20'FRONT 25'FRONT O.P.R.= OFFICIAL PUBLIC RECORDS BUILDING SETBACK BUILDING SETBACK G.E.TTVE.= GAS, ELECTRIC, TELEPHONE, CABLE TV., EASEMENT — — B. S. L. = BUILDING SETBACK LINE dL — — — T J- T T V N.A.E. = VEHICULAR NON ACCESS �60'TYP I �45'TYP� EASEMENT -- I 10'ELEC., GAS, -I WELEC., GAS, = ORIGINAL SURVEY LINE TELE, & CA. T. V. TELE, & CA. T.V. TYPICAL SF60 LOT EASEMENT TYPICAL SF45 LOT EASEMENT NOT TO SCALE NOT TO SCALE 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 COORD /NA TE 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 1.00017. 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029CO315F, DATED SEPTEMBER 29, 2010. 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 (GEOID09). FiAr SCALE: 1 "= 100' 0' 50' 100' 150' 200' b6ROC28 6g z17g 18, \ \ \ BLOCK115 OPEN SPA E o 12 ^ h W < 6000' r o a 6000, N >2'52'>3„ ' 91 ti BL QG+K 60 p0 F 399.37 10 0° c 8 60.00' `o N o 9 o° a 7j 460gE y----i 30 s' h � ry' 29 �l 6252, eC OCK 70 SFF SyFFTF 65` 3 OF 3 1 �T 8 0�^ b 1.91' h 7 C26�, 9 6 o C.) 5 c2g -- 6 0 62, ,862' 40 6, RQ�/�gU RI 572 52'13 "{V 380.75 000' '12 '52,y302ys` /Od 1 � � 28 ,<V `' -Q-4. 10' / p N C25 S OWNER: FRED DEVELOPMENT, LLC. 23 , 4 0 27 v ^y cb 3 a a / G� G22 N C45- co N 26 25 s <R 08B a _ N 7��q Ali ^ >7 46og„ ^� 4j 3 .. COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED 24 1 so (ry 1 yep o °gF �. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT, REGISTERED PROFESSIONAL ENGINEER , P.E. KFW ENGINEERS STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND, TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX.'210- 979 -8441 FIRM LICENSE NO. 10122300 29 R,' ~- 'o N�7o W 120 oD 20 09 EXIST.. �, VARIABLE WIDTH DRAINAGE F �y� fi �ESMT NOTES: 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2. 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND / OR ASSIGNS, 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 83 BUILDABLE LOTS, 51 SF 60 LOTS AND 32 SF 45 LOTS. 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. 8, LOT 1 BLOCK 151S THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. LOT 22, BLOCK 6 AND LOT 55, BLOCK 1 ARE DESIGNATED AS OPEN SPACE AND LANDSCAPE AND WALL EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 10. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. ci Q Ljj cr � uJc� k: O 0" THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK QQ MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. LQ CL c Q Q I- ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT tiSUBMITTAL OF BUILDING PERMIT APPLICATION. Lu LL Q � a° Q' AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY uj Li I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT 4 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 BEXAR 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 DAY OF A.D. AT M. IN THE RECORDS OF BEXAR COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY.' DEPUTY A 25.28 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. Date: Apr 16, 2015, 11:13am User ID: NReynolds File: P: 12051141071DesigniCivilIPLA TIPL2051407 FINAL.dwg PA GE 2 OF 3 0 OWNER: FRED DEVELOPMENT, LLC. 23 , 4 v 1202 W. BITTERS, BLDG 1 SUITE 1200 N > >46, (? SAN ANTONIO, TX 78216 og F y 2poo rob / Q - Q l , PHONE: 210 - 490 -1798 "/iq TC, FAX. 210 - 493 -2811 7��q q„ STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAYOF A.D. NOTARY PUBLIC BEXAR COUNTY TEXAS STATE OF TEXAS COUNTY OF BEXAR I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT, REGISTERED PROFESSIONAL ENGINEER , P.E. KFW ENGINEERS STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND, TERESA A. SEIDEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 KFW SURVEYING, LLC 14603 HUEBNER RD. BLDG. 40 SAN ANTONIO, TEXAS 78230 PHONE: 210 - 979 -8444 FAX.'210- 979 -8441 FIRM LICENSE NO. 10122300 29 R,' ~- 'o N�7o W 120 oD 20 09 EXIST.. �, VARIABLE WIDTH DRAINAGE F �y� fi �ESMT NOTES: 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2. 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 PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND / OR ASSIGNS, 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 83 BUILDABLE LOTS, 51 SF 60 LOTS AND 32 SF 45 LOTS. 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN THE 100 -YR FLOODPLAIN. 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. 8, LOT 1 BLOCK 151S THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. LOT 22, BLOCK 6 AND LOT 55, BLOCK 1 ARE DESIGNATED AS OPEN SPACE AND LANDSCAPE AND WALL EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 10. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. ci Q Ljj cr � uJc� k: O 0" THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK QQ MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITYAND EASEMENTS. LQ CL c Q Q I- ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT tiSUBMITTAL OF BUILDING PERMIT APPLICATION. Lu LL Q � a° Q' AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY uj Li I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT 4 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 BEXAR 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 DAY OF A.D. AT M. IN THE RECORDS OF BEXAR COUNTY IN BOOK/VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAYOF A.D. COUNTY CLERK, BEXAR COUNTY, TEXAS BY.' DEPUTY A 25.28 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF BEXAR COUNTY, TEXAS. Date: Apr 16, 2015, 11:13am User ID: NReynolds File: P: 12051141071DesigniCivilIPLA TIPL2051407 FINAL.dwg PA GE 2 OF 3 Date: Apr 16, 2015, 11:14am User ID: NReynolds File: P:12051141071DesigniCivilIPLA-nPL2051407 FINAL.dwg 20' REAR 20' REAR SETBACK SETBACK I LEGEND 5' SIDE FSIDE SETBACK F SIDE SETBACK SETBACK 5' SIDE SETBACK F.1. R. = FOUND Y211 IRON ROD SHZZT—_7 (15' SIDE (15' SIDE SETBACK (15' SIDE (15' SIDE SETBACK S.I.R. = SET !12" IRON ROD WITH BLUE OR' N C SETBACK ADJACENT SETBACK ADJACENT ADJACENT TO STREETR.O.W) ADJACENT TO STREETR.O.W) CAP STAMPED "KFW SITE STREETR. 0 W) STREET 120' 120' 1 1 SURVEYING" 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 SHEET -2 TYP. rvP. R.O.W. = RIGHT-OF-WAY LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS-SECTIONS OF THE ESMT = EASEMENT DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE \30 20'FRONT 26' FRONT O.P.R. = OFFICIAL PUBLIC RECORDS DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND G BUILDING BUILDING SETBACK SETBACK G.E.TTVE= GAS, ELECTRIC, TELEPHONE, 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 —3 OPEN x, CABLE TV., EASEMENT IMPROVEMENTS SAID DRAINAGE EASEMENTS. SAID DRAINAGE EASEMENTS WITHIN \10 SPACE j B. S. L. = BUILDING SETBACK LINE WITHIN ALL SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. N t T T VN.A.E. = VEHICULAR NON ACCESS �_&)'TYP----� t �15'TYP� tIO'ELEC.. EASEMENT 2. SELLINGA PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATIONOFCITY ORDINANCEAND STATELAWANDIS SUBJECT TO FINES AND WITHHOLDING OFUTILITIESAND IVELEC., GAS. GAS, = ORIGINAL SURVEY LINE BUILDING PERMITS. MFRS TELE, & CA. T. V. TELE, & CA. Tv CP NRa TYPICAL SF60 LOT EASEMENT TYPICAL SF 45 L 0 T EASEMENT 3, ALL PRIVATE OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS, ETC. ARE THE NOT TO SCALE NOT TO SCALE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSOR AND / OR ASSIGNS, L 0 CA TION MAP N.T.S. SURVEYOR NOTES: 4. TWO POINTS OFACCESS SHALL BE MAINTAINED AT ALL TIMES. SHEET INDEX N.T.S. C.P.S. NOTES: 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS-OF-WAY FOR 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW 5. THIS PLAT CONSISTS OF 83 BUILDABLE LOTS, 51 SF 60 LOTS AND 32 SF 45 LOTS. ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 6. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 315 OF 785, COMMUNITY PANEL AS "ELECTRIC EASEMENT,- "GAS EASEMENT,- "ANCHOR EASEMENT" "SERVICE EASEMENT- 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE NO. 48029C0315F, DATED SEPTEMBER 29, 2010. THE SUBJECT PROPERTY IS NOT WITHIN "OVERHANG EASEMENT,- "UTILITY EASEMENT, -AND -TRANSFORMER EASEMENT- FOR THE PURPOSE SYSTEM ESTABLISHED FOR THE TEXAS SOUTH CENTRAL ZONE, THE 100-YR FLOODPLAIN. OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, NORTH AMERICAN DATUM (NADI OF 1983. PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR 7. LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF 3, THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED OWNERS ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES Lu SCALE FACTOR OF 1.00017. STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS Q SCALE: 100' ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE LU 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE 8, LOT I BLOCK 15 IS THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND Z C) OUTSIDE THE 0.2% ANUAL CHANCE FLOODPLAINAS SCALED FROM AND /OR ASSIGNS. UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID 10 FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, CN co LIJ rl_ co z (D 48029C0315F DATED SEPTEMBER 29, 2010. l o 50' 100, 150' 200' 9. LOT 22, BLOCK 6 AND LOT 55, BLOCK I ARE DESIGNATED AS OPEN SPACE LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS NJ W Q) 5. THE ELEVATIONS FOR THIS SURVEYARE BASED ON NAVD88 AND LANDSCAPE AND WALL EASEMENTS AND ARE THE RESPONSIBILITY OF THE DEVELOPER SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES D: LU LIJ w (GEOID09). OR ITS SUCCESSORS AND /OR ASSIGNS. OR GROUND ELEVATION ALTERATION. U _J 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, `� LIJ cz) 10. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR CB -ui STREET. UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW. C) W 4. CONCRETE DRIVEWAYAPPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE 0 Lu ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND Lo MATCHLINE'A" ELECTRIC AND GAS FACILITIES. momm No= m BEEN= 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN GO ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE Lu FIVE (5) FOOT WIDE EASEMENTS. (D 30 '4, 13 KEY NOTES /0 672,60, A4 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK 10' ELECTRIC, GAS, TELEPHONE, O k� MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. & CABLE T.V. EASEMENT MILES S. BENNETT SURVEY NO. 75 16 17 c"D N sg 6p ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT ABSTRACT 61 711- 6 SUBMITTAL OF BUILDING PERMIT APPLICATION. (D 25' BUILDING SETBACK LINE COUNTY BLOCK 5057 18 , <D 15' BUILDING SETBACK LINE 38.55' 1\ JULIAN DIAZ SURVEY NO. 66 6 C34 0 19 AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY (D 20' BUILDING SET BACK LINE ABSTRACT 187 6 1 15 ll� COUNTY BLOCK 5059 $� , O 12' ELECTRIC, GAS, TELEPHONE, & CABLE T.V. EASEMENT 72�200, 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE 121-83' 20 VARIABLE WIDTH co co 22 N ­ / SUBDIVISION REGULATIONS OF THE CITYAS TO WHICH THIS APPROVAL IS REQUIRED. DRAINAGE EASEMENT S56-48'23"W , Lv IN 4 . v 0 14'ELECTRIC, GAS, TELEPHONE, 16 14 00, CITY ENGINEER & CABLE T. V. EASEMENT 8' DRAINAGE EASEMENT Lu C35 55, \ 90, co _L: U 7 4 - .00, V co 00 LU `�l I N 1 /-0\ 16'SANITARY SEWER EASEMENT Z ­ 0 Lu Lu 0 5 2.89, cb:: 13 'Al ovc- THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT4 HAS BEEN Lu U t1 6.26, so, 12 5 SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING <�> 10'G E T. TV. EASEMENT Ui CC Lu k 8/- 0 LOCK 12'1351"' COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY (VOL. 16923, PG, 1548) Q) Lo o5 10 11;,, 298.71' APPROVED BY SUCH COMMISSION. 16'SANITARY SEWER EASEMENT O uJ e, 17 _0 'o Al d 376,91 (VOL. 16871, PG. 1675) LO �, Z) 11 P) I — 101-1 DATED THIS DAY OF A.D. 20 EXISTING SANITARY SEWER EASEMENT cz� N CND cl) >� FO S ;'0'384,9,,jj1 ' ?4p 05r 10 6 (VOL. 14078, PG, 7570. P. R.) N 0- 17,).54, F.I.R. �p u 1 RPLS "2024" Q6 P ti 16 � BY., 16' SANITARY SEWER EASEMENT (VOL. 16871, PG. 1665) lb 6�,, N CHAIRPERSON N Nb* co 3 P% N BY COUNTY OF BEXAR 7 15 N SECRETARY I, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED QQ7 N-A 45 CN 44; ( 'V < C) �</ \ STATE OF TEXAS HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 4 OF SCHERTZ, TEXAS AND COUNTY OF BEXAR WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, Qj ,j (S 14 8 A, x /I COUNTY CLERK OF SAID COUNTY, DO 16 EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND V 14 I 6 7 Cl HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE CONSIDERATION THEREIN EXPRESSED. 1 THIS THE DAY OF 13 1\ 9 133.901 DAY OF A.D. AT M. AND DULY _5036"w N ( RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF OWNER: FRED DEVELOPMENT, LLC. 16 " u 12 10 BEXAR COUNTY IN BOOK/VOLUME PAGE 1202 W. BITTERS, BLDG I SUITE 1200 3 SAN ANTONIO, TX 78216 PHONE 210-490-1798 6 IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, FAX 210-493-2811 )6 0 THIS DAY OF A.D. STATE OF TEXAS COUNTY OF BEXAR aO BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLYAPPEARED C4 5 9 C) S.I.R. �o I -, COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE '0 13 p0 \ - 1�e�l Cl C12 FIR LS2024" ,9 6, FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE < V PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. 4 S.I,R R C16 GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF A.D. �410 7 4 C17 cc, 12 Imp 3 NOTARY PUBLIC BEXAR COUNTY TEXAS VARIABLE ob WIDTH WATER /T- o3 (z; 2 TRANSMISSION LINE AND '70 �? -: IV STATE OF TEXAS RIGHT -OF -WAY YEASEMENT "17, 25.1,9, 11 W; ENGINEERS & SURVEYING COUNTY OF BEXAR (VOL. 9899 PG 559) MM 9513 FIRM 10122300 60 0p• 14603 HUEBNER RD, BLDG 40 I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY SANANTONIO, TEXAS 78230 CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT, 20j, 03' W PHONE (210) 979-8444 - 4i 9;83' S Lj FAX (210) 979-8441 REGISTERED PROFESSIONAL ENGINEER LOT 2, 20, 00 ACRES BLK15 Q SUBDIVISION PLA TES7ABLISHING , P.E. KFW ENGINEERS MARK M. REYES 1-1 RHINE VALLEY SUBDIVISION UNIT 4 12330 LOWER SEGUIN RD <� 0 STATE OF TEXAS SCHERTZ, TX 78154 >< PC— A 25.28 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY OF BEXAR (VOL. 8495, PG. 1301 0,P.R,) 71, lz COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH cr NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, MADE ON THE GROUND, BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT OF LAND CONVEYED TO FRED DEVELOPMENT, LLC OF RECORD IN TERESA A. SEIDEL VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 VARIABLE WIDTH WATER BEXAR COUNTY, TEXAS. KFW SURVEYING, LLC TRANSMISSION LINE AND 14603 HUEBNER RD. BLDG. 40 RIGHT-OF-WAY EASEMENT (VOL, 9899 PG 559) SAN ANTONIO, TEXAS 78230 PHONE 210-979-8444 FAX.'210-979-8441 PAGE OF3 FIRM LICENSE NO. 10122300 1-11GE3 Date: Apr 16, 2015, 11:14am User ID: NReynolds File: P:12051141071DesigniCivilIPLA-nPL2051407 FINAL.dwg TO: Capital Improvements Advisory Committee THROUGH: Bob Cantu, Chief of Staff PREPARED BY: Robert Galindo, Assistant Finance Director SUBJECT: Hold a public hearing, consider and file the semi - annual report evaluating the progress of the city on achieving the capital improvements program and identifying any problems in implementing the plans or administering the capital recovery fees. GENERAL INFORMATION: Section 395.058 (c) (4) of the Texas Local Government Code requires the Capital Improvements Advisory Committee (CIAC) to file semi - annual reports with respect to the progress of the capital improvements plan and report to City Council any perceived inequities in implementing the plan or imposing impact fees. Section 90- 158 of the City's Code of Ordinance includes this same requirement. The attached report is the semi - annual report from October 1, 2014 through March 31, 2015. STAFF ANALYSIS AND RECOMMENDATION: Staff recommends the CIAC accept this report and file the semi - annual report with City Council. The semi- annual report will consist of the items presented to the CIAC and the draft minutes from this meeting. Attachments: Impact Fee Report October 1, 2014 through March 31, 2015 CITY OF SCHERTZ CAPITAL RECOVERY IMPACT FEES REPORT OCTOBER 2014 TO MARCH 2015 Beginning Impact Fee Balance Revenues: Impact Fees' Interest Earned 2 Investments Income 3 Capital One - Investment Income 4 Expenses: Auditor /Accounting Services 5 Investment Mgt Fee - Sewer 6 Total Revenue Over /(Under) Expense Ending Impact Fee Balance * * * * * * * * * * * * ** IMPACTS FEES * * * * * * * * * * * * ** Water Sewer Total $4,819,987.55 $3,847,235.11 $8,667,222.66 529,587.00 280,070.28 809,657.28 359.81 209.43 569.24 2,497.09 981.58 3,478.67 0.00 8,637.07 8,637.07 (375.00) (375.00) (750.00) 0.00 (2,151.97) (2,151.97) 532,068.90 287,371.39 819,440.29 $5,352,056.45 * $4,134,606.50 $9,486,662.95 Impact Fees collected between Oct 1, 2014 through Mar 31, 2015 2 Bank interest collected between Oct 1, 2014 through Mar 31, 2015. Based on ending bank cash balance. 3 Investment Income collected between Oct 1, 2014 through Mar 31, 2015 Water and Sewer have separate investment accounts. 4 Investment Income from the Capital One investment for Sewer recorded between Oct 1, 2014 through Mar 31, 2015. s Partial payment for the Auditor /Accounting Services on the 2014 CAFR s Investment Management Fee charged on the Capital One Investment for Capital Recovery Sewer Fund. Ending Balance for Water includes a loan to General Fund for the Roadway Impact Fee Study per ordinance 15 -T -09 in the amount of $116,040.