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PZ 06-24-2015 AGENDA with associated documentsSCHERTZ PLANNING & ZONING COMMISSION 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 2. RECOGNITION /OATH OF APPOINTED COMMISSIONERS 3. ELECTION OF CHAIRMAN AND VICE CHAIRMAN 4. 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. 5. WORKSHOP /DISCUSSION: A. Public hearing, presentation and discussion on proposed amendments to UDC, Sec. 21.9.5 Exterior Construction and Design Standards. A. PC2015 -015 Consider and act upon a request for approval of a preliminary plat of Rhine Valley Unit 2, an approximately 16 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 No. 1.87, 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 Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1518. B. PC2015 -018 Consider and act upon a request for approval of a preliminary plat of The Reserve at Schertz II, Unit 3, an approximately 19 acre tract of land situated in the S. B. Lewis Survey No. 31.7, Abstract No. 443, and the Antonio Zamora Survey No. 36, Abstract No. 82 City of Schertz, Bexar County, Planning & Zoning June 24, 2015 Page 1 of 2 Texas, generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. 7. 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: The following Site Plans were submitted to the Planning and Zoning Department between June 6, 2015 and June 18, 2015. 1. Windy Meadow Subdivision Unit 1, Lot 14, Block 2 (153 Windy Meadows Drive) - Site Plan- Proposed: 6,000 square foot office building 2. Schertz 15 Acre Industrial Site Subdivision, Lot 1, Block 1 (9850 Doerr Lane) Amended Site Plan — Proposed: 213,864 square foot office /warehouse 3. Schertz 3009 Subdivision II, Lot 2, Block 1 (289 FM 3009) Amended Site Plan — Proposed: 9,947 square foot retail and restaurant 4. Legacy at Forest Ridge, Lot 4, Block 2 (5001 Schertz Parkway) Site Plan Proposed: 11,535 square foot childcare and school E 1!\ Pirelli ,11►1►/ 1 "LIN VI Bll OV 1110 CERTIFICATION T, Patti White, Executive Assistant Development, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 19' day of June, 2015 at 1:00 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. PatruWh�te, Patti White, Executive Assistant Development 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 , 2015. title: This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services please call 619 -1030 at least 24 hours in advance of'meeting. The Planning and Zoning Commission for the City of Schertz reserves the right to adjourn into executive session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Executive Sessions Authorized: This agenda has been reviewed and approved by the City's legal counsel and presence of any subject in any Executive Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion. Planning & Zoning June 24, 2015 Page 2 of 2 TO: Planning and Zoning Commission CASE: ZC2014 -006 — UDC Sec.21.9.5 Exterior Construction and Design Standards — UDC Amendment SUBJECT: Public hearing, presentation and discussion on proposed amendments to UDC, Sec. 21.9.5 Exterior Construction and Design Standards. BACKGROUND: Workshop discussion on at the June 10, 2015 Planning and Zoning Commission Meeting. Commission requested photograph examples of material percentages. As stated in the UDC, City Council from time to time may make amendments, change or modify text to any portion of the UDC to establish and maintain sound stable and desirable development. It is generally considered good practice to periodically review and update the development regulations due to changing conditions, community goals and State and Federal regulations. UDC Sec. 21 .9.5 Exterior Construction and Design Standards was identified as a section in need of revision. To assist with the revision to UDC Sec. 21.9.5 Exterior Construction and Design Standards, Planning Staff created a focus group. The Design Standards Focus Group was comprised of various architects, engineers, developers, and City Boards including Board of Adjustments, Schertz Economic Development Board, and Planning and Zoning Commission. Through brainstorming, guided discussions and a photo survey, the focus group diagnosed problems with the current design standards, identified the aspects which promote quality development, and developed the following goals for the new design standards: • Clear language- easy to understand and interpret • Categorized by building type or what the building is used for • Encourages creativity and innovation with sustainable materials GENERAL INFORMATION: Planning Staff drafted this amendment based on the recommendations and input from the Design Standards Focus Group. The revised design standards have been organized based on the intended use of the building. There are five building use categories; Industrial, Commercial, Office /Public, Multi - Family, and Single- Family Residential. This allows for specific standards to be appropriately applied to different building types. There are three design elements that were identified as contributing most to aesthetical appearance: 1. Building materials; 2. Glazing- amounts of windows and doors; 3. Articulations — vertical and horizontal breaks in the rhythm of a building. These three elements are regulated under the current design standards as well. The proposed amendment continues to regulate these elements, but also provides additional flexibility to encourage innovation and promote quality development. This amendment was sent on June 1, 2015 for review and comments to all the members of the focus group. At the time of this report no objections have been received. This amendment is currently under review by the City Attorney. PROPOSED AMENDMENTS: Materials: The current design standards require all Multi - Family and Non - Residential buildings to have a front fagade of 100% masonry material, and each of remaining facades must be comprised of a minimum of 75% masonry materials. Masonry materials is defined as brick, stone, stucco, cementatious fiberboard, split face concrete masonry units, concrete with an aggregate finish and faux stone or brick. The proposed amendment provides flexible options for industrial, commercial, office /public and multi - family building types by allowing accent materials to be used on the front fagade. Additionally for industrial and multi- family buildings the amendment provides an alternative of a 100% masonry front fagade and a cumulative percentage of the entire building as masonry materials. The proposed amendment also specifies which masonry materials can be used on each of the building types. This allows for creativity and innovation in material usage while promoting quality development through the use of aesthetically appropriate materials for the various building types. Glazin : The current design standards require the front fagade of commercial buildings to be comprised of 30% windows and doors that provide visibility into the building. Additionally the current design standards requires the front fagade of industrial buildings in M -1 and M -2 zoning districts to be comprised of 15% windows and doors that provide visibility into the building. The current requirement does not provide any flexibility for distributing the required glazing around the building. The proposed amendment provides flexible glazing options for industrial, commercial and office /public building types by allowing the applicant to choose a set percentage of the front fagade to be comprised of windows and doors or, to use a higher percentage of windows and doors that will be spread around the building. Additionally the proposed amendment clearly defines what side of the building is considered the front and provides additional requirements and options for buildings which front on two or more streets. Articulations: The current design standards require vertical and horizontal articulations on all walls which are longer than twice the walls height. The depth of the articulation is a percentage of the wall's height. Additionally if a horizontal articulation is required, the length of the new plane created by the articulation must be at least 25% of the walls length. The current requirement is very wordy and lacks clarity in its language. iN The proposed amendment provides clear language as to when articulations are needed and sets a minimum articulation depth of two feet (2') instead of a variable percentage. Additionally the proposed amendment provides articulation criteria specific to each building type (industrial, commercial, office /public and multi - family) which allows for flexibility and aesthetics that cater to the specific building type. The proposed amendment regulates the building facades which are most visible to the public, allowing for synergy between the building form, function and aesthetics. Additional Changes: Building Expansions— The amendment proposes to make building expansions which cumulatively increase the gross floor area more than 25% of the original building area, comply with the design standards. This will allow existing older buildings which would like to make a small expansion be able to maintain the original building aesthetics. Single Family Residential Materials- The proposed amendment removes split face CMU from the list of approved masonry materials for a single - family residential dwelling. STAFF ANALYSIS AND RECOMMENDATION: The proposed amendment achieves all the goals created by the Design Standards Focus Group and will provide flexibility in building design while maintaining high standards of development. Staff will be recommending approval of the amendment to the Unified Development Code (UDC), Sec.21.9.5 — Exterior Construction and Design Standards at the June 24, 2015 Planning and Zoning Commission meeting. Attachments: UDC Sec.21.9.5 — Exterior Construction and Design Standards (UDC 11 -S -15) UDC Sec.21.9.5 — Exterior Construction and Design Standards (Proposed Draft) UDC 11 -0 S --5 Article 9 — Site Design Standards .... . .. ... . ... . . . . ... . . . .. ... .. . . . . . . . . . . . . .. . . ... . . . . ... . ... . . .... ..... ..... . . . ... . . . . . ...... .......... ...................... . . ........ . . ..... . . . . ........... ....... ...... . ........ . . . . ..... . . . ...................................... Schertz Unified Development Code A, Other Markers 1 other survey markers, such as lot corners, shall have an iron stake o alf i tc 1/2 ") in diameter and twenty -four inches (24 ") long and shal placed flush the ground, or below ground, if necessary, in order avoid being disturbed. C. Benchmarks A minimum of two (2) chmarks s be established in each subdivision. Benchmarks shall be establis o on rods embedded in concrete monuments six inches (6 ") in diameter and the ground to a depth of three feet (3') and set to U.S. National Geo tc Surve atum. Using tops of manholes as a benchmark is not acce le. D. Monument Plasdient and Verification Monu is and lot markers shall be set immediately after mpletion of utility i la ions and street construction. Prior to acceptance f subdivision mprovements by the City, the developer's surveyor or engineer sha rtify that all monuments, benchmarks and markers are in place and correctly positio Sec. 21.9.5 Exterior Construction and Design Standards A. Intent It is the intent of these design criteria to provide guidelines for new construction in order to provide an aesthetically pleasing appearance as well as ensure sound construction quality. B. Applicability The provisions of this section are deemed to be minimum standards and shall be applicable to all new buildings within the corporate limits of the City. C. Multifamily and Nonresidential Exterior Material Requirements 1. At least thirty percent (30 %) of the front fagade shall provide, on the ground level floor, windows and doors that allow for visibility into the commercial building or store. Industrial buildings located within the M -1 and M -2 zoning districts may have fifteen percent (15 %) of the front fagade as windows and doors. 2. All structures shall have a front fagade constructed of a minimum of one- hundred percent (100 %) masonry, excluding doors and windows. All other fagades shall 'be constructed of a minimum of seventy -five percent (75 %) masonry, excluding doors and windows. Updated 12/10/2013 9 -4 Article 9 — Site Design Standards ... . . . . . . . . . . . . . . . . . . . . . . . . . ..... . ..... . . . . .. . ....... .... . . . .... ... .. . . . .. . .. . . . . . . . ...... . ............................................................. . ......................................... Schertz Unified Development Code 3. Masonry material shall be defined as that form of exterior construction material consisting of brick, stone, stucco, cemetatious fiberboard, split face concrete masonry units, concrete with an aggregate finish and faux stone or brick. D. Multifamily and Nonresidential Fayade Articulation The structure shall include articulation in the walls and roof design. Single, uninterrupted surface planes shall be prohibited. The roof of the structure may be a flat roof construction, but shall provide a variation of the roofline, which may include a pitched roof for architectural relief. Horizontal Articulation No building wall shall extend for a distance equal to two (2) times the wall's height without having an offset of fifteen percent (15 %) of the wall's height, and that new plane shall extend for a distance equal to at least twenty -five percent (25 %) of the maximum length of the first plane. 2. Vertical Articulation No horizontal wall shall extend for a distance greater than two (2) times the height of the wall without changing height by a minimum of fifteen percent (15 %) of the wall's height. 3. Fagade Articulations Fagade articulations shall provide for vertical and horizontal screening of air conditioning units and all mechanical equipment located on roof tops. E. Residential Exterior Material Requirements For all new residential buildings excluding multifamily structures, the total exterior surface area of the structure, excluding doors, windows, and roofs shall be constructed of a minimum eighty percent (80 %) masonry. Sec. 21.9 Sec. 21.9.7 A. Purpose The purpose of this section is to 1 ndscaping requirements to enhance the community's ecologica iromnental, an utification efforts as well as its aesthetic qualitie s the intent of this section to 1 ce the negative effects of glare, no' , osion, and sedimentation caused by expanse pervious and un- ated surfaces within the urban environment. It is the intent o section Updated 12/10/2013 9 -5 Sec. 21.9.5 Exterior Construction and Desien Standards A. Intent It is the intent of these design criteria to provide guidelines for new construction in order to provide an aesthetically pleasing appearance as well as ensure sound construction quality. B. Applicability The provisions of this section are deemed to be minimum standards and shall be applicable to the following: 1. All new buildings within the corporate limits of the City; and 2. Building expansions which cumulatively increase the gross floor area more than 25% of the original building area. C. Industrial Buildings 1. Applicability This section shall apply to buildings with an industrial use. 2. Exterior Building Materials Buildings must comply with ono a) At least 80% of each wall (E the following materials: • Brick • Stone • Faux brick or stone • Concrete tiltwall • Split face CMU • Stucco Or e following: ng windows and doors) shall be finished in one or more of b) 100% of the front facade ( facade adjacent to or facing a public street) and a total of 75% of the entire building (excluding windows and doors) shall be finished in one or more of the following materials: • brick_. • Stone • Faux brick or stone • Concrete tiltwall • Split face CMU • Stucco • Tile 3. Glazing All buildings must comply with one of the following: a) At least 15% of the front facade ( facade adjacent to or facing a public street) shall be comprised of windows or glass doors. For buildings that are adjacent to or face two or more 1 Rev. 6 -5 -2015 public streets at least 15% of each facade adjacent to or facing a public street shall be comprised of windows or glass doors. For buildings that are not adjacent to or face a public street, but instead face or front a private drive, the facade that faces or fronts on the private drive that provides for primary access shall be considered as the front facade; b) Windows and doors may be spread around the building, the minimum amount of required windows or glass doors is calculated as 30% of the front facade ( facade adjacent to or facing a public street). For buildings that are adjacent to or facing two or more public streets the minimum amount of required windows or glass doors is calculated as 20% of the total area of the fagades adjacent to or facing public streets. 4. Articulation and architectural features a) Horizontal articulations or offsets are required on any wall greater in length than 100 linear feet, which is adjacent to or facing a public street. (1) The depth of the articulation or offset shall be a minimum of two feet (2'). Articulations or offsets can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or offset shall be a minimum of 20% of the total length of the entire wall. b) Vertical articulations or elevation' changes are required on all walls and should be designed to screen rooftop equipment. (1) The height of the articulation or elevation change shall be a minimum of two feet (2'). Articulations or elevation changes can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or elevation change shall be a minimum of 20% of the total length of the entire wall. Fagade articulations shall provide for vertical and horizontal screening of air conditioning units and all mechanical equipment located on rooftops. The minimum height of the screening shall be equal to the height of the tallest rooftop equipment. D. Commercial 1. Applicability This section shall apply to buildings with a commercial use. 2. Exterior Building Materials Buildings must comply with the following: a) At least 80% of each wall (excluding windows and doors) shall be finished in one or more of the following primary materials: • Brick • Stone • Faux brick or stone • Tile • Stuccob 2 Rev. 6 -5 -2015 • Concrete tiltwall` • Split face CMU`. b) Stucco may be used in conjunction with one of the other approved primary materials. Stucco cannot be used for more than 50% of each facade. c) Concrete tiltwall and split face CMU maybe used in conjunction with one of the other approved primary materials. Concrete tiltwall and split face CMU cannot be used for more than 30% of each facade. 3. Glazing All buildings must comply with one of the following: a) At least 30% of the front facade (facade adjacent to or facing a public street) shall be comprised of windows or glass doors. For buildings that are adjacent to or face two or more public streets at least 30% of each facade adjacent to or facing a public street shall be comprised of windows or glass doors. For buildings that are not adjacent to or face a public street, but instead face or front a private drive, the facade that faces or fronts on the private drive that provides for primary access shall be considered as the front facade; 7 b) Windows and doors may be spread around the building, the minimum amount of required windows or glass doors is calculated as 60% of the front facade ( facade adjacent to or facing a public street). For buildings that are adjacent to or facing two or more public streets the minimum amount of required windows or glass doors is calculated as 50% of the total area of the fagades adjacent to or facing public streets. 4. Articulation and architectural features a) Horizontal articulations or offsets are required on any wall greater in length than 30 linear feet, which is adjacent to or facing a public street, or adjacent to or facing a side lot line of the property. (1) The depth of the articulation or offset shall be a minimum of two feet (2'). Articulations or offsets can be of varying depth as long as the minimum two feet (2') is met. The length of the new plane created by the articulation or offset shall be a minimum of 20% of the total lenjzth of the entire wall. b) Vertical articulat to screen rooftol (1) The height o Articulations ns or elevation changes are required on all walls and should be designed luipment. e articulation or elevation change shall be a minimum of two feet (2'). elevation changes can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or elevation change shall be a minimum of 20% of the total length of the entire wall. 5. Roof Treatments Fagade articulations shall provide for vertical and horizontal screening of air conditioning units and all mechanical equipment located on rooftops. The minimum height of the screening shall be equal to the height of the tallest rooftop equipment. Rev. 6 -5 -2015 E. Office /Public Buildings 1. Applicability This section shall apply to buildings with a professional office or public use. 2. Exterior Building Materials Buildings must comply with the following: a) At least 75% of each wall (excluding windows and doors) shall be finished in one or more of the following materials: • Brick • Stone • Faux brick or stone • Tile • Stucco • Concrete tiltwallb • Split face CMUb b) Concrete tiltwall and split face CMU maybe used in conjunction with one of the other approved primary materials. Concrete tiltwall and split face CMU cannot be used for more than 30% of each facade. Glazing All buildings must comply with one of the following: a) At least 25% of the front facade ( facade adjacent to or facing a public street) shall be comprised of windows or glass doors. For buildings that are adjacent to or face two or more public streets at least 20% of each facade adjacent to or facing a public street shall be comprised of windows or glass doors. For buildings that are not adjacent to or face a public street, but instead face or front a private drive, the facade that faces or fronts on the private drive that provides for primary access shall be considered as the front facade; Or b) Windows and doors may be spread around the building, the minimum amount of required windows or glass doors is calculated as 50% of the front facade ( facade adjacent to or facing a public street). For buildings that are adjacent to or facing two or more public streets the minimum amount of required windows or glass doors is calculated as 40% of the total area of the fagades adjacent to or facing public streets. 4. Articulation and architectural features a) Horizontal articulations or offsets are required on any wall greater in length than 50 linear feet. (1) The depth of the articulation or offset shall be a minimum of two feet (2'). Articulations or offsets can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or offset shall be a minimum of 20% of the total length of the entire wall. 4 Rev. 6 -5 -2015 b) Vertical articulations or elevation changes are required on all walls and should be designed to screen rooftop equipment. (1) The height of the articulation or elevation change shall be a minimum of two feet (2'). Articulations or elevation changes can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or elevation change shall be a minimum of 20% of the total length of the entire wall. 5. Roof Treatments Fagade articulations shall provide for vertical and horizontal screening of air conditioning units and all mechanical equipment located on rooftops. The minimum height of the screening shall be equal to the height of the tallest rooftop equipment. F. Multi- Family Buildings 1. Applicability This section shall apply to buildings with a Multifamily Use. 2. Exterior Building Materials Buildings must comply with one of the following: a) At least 80% of each wall (excluding windows and doors) shall be finished in one or more of the following materials: • Brick • Stone • Faux brick or stone • TiIP Or b) 100% of the front fagade (fagade adjacent to or facing a public street) and a total of 60% of the entire building (excluding windows and doors) shall be finished in one or more of the following materials; • Brick • Stone • ' Faux brick or stone • Tile 3. Articulation and architectural features a) Horizontal articulations or offsets are required on any wall greater in length than 10 linear feet. (1) The depth of the articulation or offset shall be a minimum of two feet (2'). Articulations or offsets can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or offset shall be a minimum of 20% of the total length of the entire wall. b) Vertical articulations or elevation changes are required on all walls and should be designed to screen rooftop equipment. 5 Rev. 6 -5 -2015 G (1) The height of the articulation or elevation change shall be a minimum of two feet (2'). Articulations or elevation changes can be of varying depth as long as the minimum two feet (2') is met. (2) The length of the new plane created by the articulation or elevation change shall be a minimum of 20% of the total length of the entire wall. 4. Roof Treatments Fagade articulations shall provide for vertical and horizontal screening of air conditioning units and all mechanical equipment located on rooftops. The minimum height of the screening shall be equal to the height of the tallest rooftop equipment. Single- Family Residential 1. Exterior Building Materials Buildings must comply with the following: doors) shall be finished in 6 Rev. 6 -5 -2015 • TO: Planning and Zoning Commission CASE: PC2015 -015 Rhine Valley Subdivision Unit 2— Preliminary Plat APPLICATION SUBMITTAL DATE: April 13, 2015 (Original Application) June 1, 2015 (Revised Submittal) June 15, 2015 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 16 acres of land establishing 70 single family residential lots. Forty -seven (47) of the lots in this unit will be SF 50 lots with a minimum size of 6,000 square feet and the remaining twenty three (23) lots will be SF 45 with a minimum size of 5,400 square feet as dictated by the Rhine Valley PDD (Ordinance 13- S -37). 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 Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1518. Code Area Square Feet Width (ft.) Depth (ft.) "SF 45" 5,400 45 120 "SF 50" 6,000 50 120 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 Lower Seguin Road 3,000 feet east of the intersection of Lower Seguin Road and FM 1518. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Lower Seguin Road and Saverne Way which was constructed with Unit 1. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a tree affidavit which indicates that this site has not protected or heritage trees. The tree affidavit has been verified by the Parks and Community Services department. 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 11 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 must be reviewed and approved by the Public Works and Engineering Departments prior to approval of the final plat. Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A preliminary drainage report has been reviewed and approved by the City Engineer. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along Lower Seguin Road and on both sides of the street throughout the subdivision. All sidewalks are designed to meet the City of Schertz specifications. Additional Design Criteria: The subject property is affected by the additional design requirements imposed by the PDD Design Standards along Lower Seguin Road to include landscaping buffers and screening. A 6' masonry fence will be constructed along Lower Seguin Road prior to recording the final plat. Road Improvements: All streets will be developed to City of Schertz specifications. Construction plans for all public improvements will be submitted and approved by Public Works and Engineering prior to approval of the final plat. STAFF ANALYSIS AND RECOMMENDATION: The preliminary plat is consistent with applicable requirements for the property, ordinances and regulations. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. iN Planning Department Recommendation X Approve as submitted Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final approval authority of the proposed preliminary plat. In considering final action on a preliminary plat, the Commission should consider the criteria within UDC, Section 21.12.8 D. Attachments: Aerial (Maps) Exhibit Date: Jun 15, 2015, 12:13pm User ID: HHernandez File: P: 12051141081DesigniCivi llP /atIPL2051408- PREL1M.dwg NOTES: COD, M \pj O o KEY NOTES 5' SIDE 20' REAR 20'REAR SETBACK seraaeK SETBACK - 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL °,,w °�' ° - LEGEND 1 O 10'G.E.TTV. EASEMENT O 10'G.E.TTV. EASEMENT (f5'sIDE - ss7De BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO M`"� ,' i c,:• . SETBACK SETBACK FSIDE SETBACK (VOL. 16923, PG. 1548) F SIDE SETBACK ADJACENT TO K LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF 0� ` F.LR. = FOUND 1/2" IRON ROD 2 O 15'DRAINAGE EASEMENT O f STREET R.o.W) (fsSIDE sereacK SETBACK (7 ADJACENTTO F G.E.T.TV. EASEMENT ADJACENTTO THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS S.I.R. = SET1 /2 "IRON ROD WITH BLUE O VARIABLE WIDTHR.O.WDEDICATION (VOL.16923, PG, 1548) STREETR.O.W) srREETR.o.w) STREETR.o.w.) AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY ' CAP STAMPED "KFW SURVEYING" TO CITY OF SHERTZ (0.0265 AC.) 3O 40'DRAINAGE, AND G.E.TTV.E. 120' ( 20' MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE �Q FLP n�T� Q J �� s R.O.W. = RIGHT -OF -WAY VARIABLE WIDTH LANDSCAPE TYP EASEMENT TvP ( EASEMENTSWITHI NSA /D LOTS SHALL BEPRIVATELYMAINTA /NEDBYPROPERTYOWNERS. 00� ® EASEMENT (VOL. 9677, PGS. 166 -170) S�G ,,r••" O ESMT = EASEMENT 20'FRONT 25'FRONT 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 A�GGR �qs O.P.R. = OFFICIAL PUBLIC RECORDS O VARIABLE WIDTH LANDSCAPE & O 40' DRAINAGE EASEMENT BUILDING BUILDING SETBACK BUILDING PERMITS. .r Q �Q� G.E T.TV.E. = GAS, ELECTRIC, TELEPHONE, G.E.TTV. EASEMENT (VOL. 9677, PGS. 166 -970) SETBACK - N CABLE T.V., EASEMENT © VARIABLE WIDTH CLEAR VISION - _ _ _ 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS ����2 SG B. S. L. = BUILDING SETBACK LINE EASEMENT SUCCESSORS AND / OR ASSIGNS. 0 10' CLEAR VISION EASEMENT 45' TYP. 10' ELEC., GAS, �SO'TYP • -�-I 7o'Etea, Gas, TEEA & T. V. 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. ® 5' WALL MAINTENANCE EASEMENT TELE• & CA. T. V. E EASEMENT EASEMENT 9O TYPICAL SFOSCALE ETA /L TYPICAL .S,F 45 L O T DETA /L 5. THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 SF 45 LOTS. q� L OCA T /O/ V MAP N. T. S. 16'SAN /TARP SEWER EASEMENT NOT TO SCALE NOT TO SCALE 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. SURVEYOR NOTES: ,J Iii pf' p' ti 7 LANDSCAPE AND WALL EASEMENTS WILL BE MAINTAINED AND IRRIGATED BY THE HOME OWNERS ASSOCIATION. GRID: dP 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL CORNERS UNLESS NOTED OTHERWISE. N= 13739164.40 E= 2211014.57,- �, 8. LOT 2, BLOCK 16; LOT 7, BLOCK 13; LOT 17, BLOCK 13; LOT 1, BLOCK 22; LOT 13, BLOCK 21 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE TEXAS NORTHAMERICAN OF w '?�' /,1'F_I '.• 9. PROPERTYBEING PLATTED IS CURRENTLYZONED PDD. (NAD) �` ��O SO% SCALE= 9'r- %OOr 10. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION 3. SHOWN HEREON FACTOR OF f .. � / PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL 1.00017. � %. � �1 Ocp„ 7 �C ^ O PLAT. EXIST. 14' 6 F 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 0' 7 G.E.TTVE. 50' 100' 150' 200' , so °° fT� s0 4 7 13 \7 \ It ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010, / ,/ r�, ` 5 so. �.I.R. \ RHINE VALLEY 15 00' 5. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 SUBDIVISION UNIT 1 `rQ, 5 \ 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. (GEOID09). �� 3 \ THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT (VOL. 9677, PGS. 166 -170) �, ' 8 , F B9Q G/, 1 r F.I.R� `�, OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. C.P.S. NOTES ZONING; PDD D .R. Z / �s" F'IR' O 7 °° S O .� EXISTING CLEAR VISION NOTE: ° d0 8" .I. R., '�S, .: 6 5� q� • WATERLINE 1 RIGHTS- OF FOR ELECTRIC RAND GAS DISTRIBUTION AND SERVICE FACILITIES SIN THE 08?y m ti0 OOy�O EXISTING CLEAR OBSTRUCTIONS AREAS DESIGNATED ON THIS PLAT EASEMENT" "GAS g° "' SEWERLINE �fs1�� SOO�F �� FENCES, AND AND VEGE AT ON , WHICH ARE HIGHER THAN THREE B FEET AND LOWER THAN EIGHT (8) ANCHOR EASEME"ELECTRIC "OVERHANG NT,EASEMENT" Y °� .: ��0 ^O X29 FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND EASEMENT," AND TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, �cP' F.I.R. 1` fG I� / O� TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, jJJ Q' % 1 3 7 U�Y s °°'S /L 6, �''`J' 7✓ STREETS, OR LATEST REVISION THEREOF. PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES' j' 00/ `s�� % "/ 1 I " A• 7 °O 2 �lL^^ b 29 8' v., �f Qi' i' TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND , �O, s cS' /� // J w P� g F.LR1 � \, j 10 " /�C�Jnn 2 /O �3 "^°.,� ,° / `dam 6;� THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY 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 �/ �, �V 4 h 00 °03,0 p0' .1.R. / O� ; n 1� A 70 0�„ 1 F.1. g ✓ EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED 44 (/� p q /V 8 p0 pb 3 ° cJy C (R /® WITHIN SAID EASEMENT AREA. \ "'7 �h p `rO3° cb O� °p°j Y sr ? Qv+ .✓ 0072 eZO X00 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS y- &) Q Pp 00, 0� ^ 1 °,i �\ 0 ✓ / 4 0 6° `�'S' CXf" S SOO °`"° ✓ AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED �`�ryp (����� 7 s0 V0• 1 O O 2 / RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. Q� �� � O� Q ° Q�OPO �° v0` 19 yy ti Oo° n °° �hry o F 2 7 O °� a� 99 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY q�n Q' 4 4th O �' pP 0' 6. 0 0 S �� ''' h ry0 ^O 3 ti �2' CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY O fQ �� 0�4y� O o ` 06 ti 5 / ti! Ro\ 2s ' n oaf op 4 SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE �Q �1r^ 4 Q n4�PP °�aa + p Q o so �O U o 0 4 hry O o 7 DESCRIBED BELOW. M R-, O /� Oyu , 8c� �u A\ 1 b ti <a^ ^ s o o °° s0 q n 0 �� CO. �ST sOO o- g ^ 5 � si CITY ENGINEER 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) Oco tp C 0 �� nj O 6 S �p0' �Q F Qs 14.15' /�.,,•, °03.0 P FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. �`' �n'� {j �uOR 60 �s °\ °O y nh °^.., v3� og„ ?S� C. ryp \0' 03,0 OiQ� 66� ° F.I.R. lz pR, 0rO gip. 6 O 0 5g 5q \ `*...,x� \O, ��S 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED t%O �O D� 7 >�,� /p��r, S °, �Op �j h° ryh C7 THIS PLAT OF THE RH /NE VALLEY SUBDIVISIONUNIT2 HAS BEEN OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. 14' G.E T.TVE. qy� tiQV� °^ O� 8"o. G7 s' 13 ti 1 \gs °o- ry' my y�' SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING p°� po 2s- \ ?s e� �\ COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY 3.74• y°o nb 12 <. rw ss 0' ti APPROVED BY SUCH COMMISSION. COUNTY OF BEXAR °ry. l \�,r O 4 8 p� s hR 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED a ° b s eb ry° 11 ti L 1 OQ' S23 °3435'E 17203' a' U M °03 u 0 n h 13.45' DATED THIS DAY OF A.D. 20 HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND 56.57 o' '•.,., g o, S O o CO 115.46' ^. s °� °ry °' 69.78' �G ryo ' n '" Gg76" WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE VARIABLE WIDTH WATER TRANSMISSION' S.I.R. yyP 19.93' Qs 10 BY.' PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, LINEAND RIGHT-OF-WAY EASEMENT N (I� s °oo °, ti EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND (VOL. 9899 PG. 559) y> sa o� O� X50.09' 9 m a° L1 CHAIRPERSON CONSIDERATION THEREIN EXPRESSED, 123.60' j�w / O " °'�„, v y o6 no. a W` ° I ( 2 14 :h o ro n 9 ry LOT 7, BLOCK 13 \ ^^ °'°--°-• -- °° �� °ry° roh 10 o W N ^? •o�- °- q``� O PRIVATE OPEN SPACE AND 6 my °�' pv' r <1> I ti o° ti q ,,, "�`� VARIABLE WIDTH DRAINAGE BY.' SECRETARY THIS THE DAY OF fir W v, a o° °.." M 5 Ou° 0 n° 8 1 '2-,�. EASEMENT Lo a Cl // LR. ! N I 6z s ",* I Al/ sbS 8F 7 z z �� STATE OF TEXAS COUNTY OF BEXAR ° F.I.. L c� 43.67 16 OWNER: FRED DEVELOPMENT, LLC. C"0 W N 4 m I v °°« ' I soy° y 81.78' 11, 42.81' �� 4 \ 15.14' �� F � q3 � � F. f. R. 9- I, COUNTY CLERK OF SAID COUNTY, DO 1202 W. BITTERS, BLDG 1 1200 {� cl (0 3 o W v0 p2. g "SS 15.11' 31, SUITE SAN ANTONIO, TX 78216 N ' o o- gs o� �� 3g'Vd �3 N G� HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE, ON THE PHONE: 210-490-1798 J o q p 74'G.E.TTVE. 12 /o s ? 1' c.� 0. L S30 °06`05 "E 90.00', s '150, 5a' co �'\ O 121' cOc FAX 210 - 493 -2811 47 ,qj N � I r: ? G9 �7,g 6 T S "Vd ° m LOT 13 50�. oo ��: DAY OF A.D. AT M. AND DULY � 0 8 � Gn9 yg16 y LO N5Q °A33 s n n `--- DETAIL A � /� °, S.LR. S77 °3T E. �S S30 °06'05 "E S30 °06'05 "E "* `" , °�w 18 "' 95.82 SUBDIVISION RECORDED THE DAY OF A.D. AT M. IN THE RECORDS OF STATE OF TEXAS - 119.j >' I 96.23' A �v 18° FIR. RHINE VALLEY s ry ° 'y COUNTY OF BEXAR SEE PAGE 2 OF 2 L15 ( ^ a 5 0 ° 12 �` M _ UNIT 1 ° 1.99' 1 2,20' N30-06'05"W (VOL. 9677, PGS, 166 -170) BEXAR COUNTY IN BOOK/VOLUME PAGE _ 13 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY Q z z 0 i 4 ' 1 Iv S29 °5532 "E S29 °5532 'E $ 10 120.89' ZONING: PDD III IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, APPEARED KNOWN TO ME TO BE THE PERSON q C ) j 6 15 .L. - ' 120.00' 120.00 f o o rn 19 oI �O �n THIS DAY OF A.D. WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND =Y 4 .6 a5.a8' ry 0 °55'32 "W 106.69' 2 ° a' BLOCK 13 °n ° 11 S30 °06''05 "E , LO T2, BLOCK 1 ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. Cr, � � W a W h jN29 0 ST. VINCENT. M (° I S29 °5532 "E S29 °5532 "E 12Q.63' N J # °-N SPACE COUNTY CLERK, BEXAR COUNTY, TEXAS U- (y , (,} Ir ° _ _o o 120.00' 120.00' 0 1 o 1 � ' GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF LU Lu � (D W AY } o °55'32'W Q °oI 3 °0 111 o Q °n " �° o I �' 'S30 °06'05 "E \ Bl DEPUTY A..D. Q LtI rN � `�' "N29 106.44' Cl� 85.23' 6' °I Z N29 °55'32 "W N29 °55'32 "W 120.63' \ 100.00' o ..-v= 15'B.S.L. 4 N J 120.00' w 120.00' _jI v o vS 22.10' F.1�R.N29 °11'39 "W F.LR. I Io \21 49.94' 0.01' 1 00 O I N LI4 1 N N �I mo w oI m v o BLOCK 21 cd rn O V 4 0 0 O W C) N ) J Z I� I °06'05 "E NOTARY PUBLIC BEXAR COUNTY TEXAS ;, M v ti I Vt S29 °5532 "E U o °I (o o Q o) m o S30 120.71' i u;tq °5532 "E O S29 °5532 "E 7071' 50.00' `3, j W o S29 v o 2 0 � 2 �O \ n n DETAIL 8 .+ N W -� N 121.19' I ti 2; 1zo.00' 120.00' ,. \� STATE OF TEXAS SEE PAGE 2 OF 2 U o 2 m (o $ p O O Z O oI 5 °0 8 (Oo 50 ',� 7 24 fn 670 R COUNTY OF BEXAR I N o ? °5532 "W oI o % �) .I - 25' 25' O' co `-n ° 23 `n o m 22 o o 1 N29 Z S2120.00' E ` o ¢� 0 n -- 52120.0 S 0' `° � m ENGINEERS & SURVEYING I THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF O ( 120.98' ' m -°"f � a ,„ -° � 120.00' 120.00'" Uj 04 o g I� 25 25 �I ° I / . ryv o m 6 7 G,. FIRM M EMM 1012M TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS tr - C1 �Z O o 5.43' M M� - o' °" v 7 o * B.S.L. 6p R 15' B.SL - 94603HUEBNERRD, BLDG 40 BEEN GIVEN TO THIS PLAT u ' NN29 °55'32 "W o r U � �.._m" _ -� - _ - - - - - - - � SANANTON /O, TEXAS 78230 REGISTERED PROFESSIONAL ENGINEER Ch r ag, W U ^ s w 114.27 � 94.92' 105.05' ^ O, 56.03' f 50.00' 50.00' 48.35' d 1' 2 co - N 10. 9' N30 °06'05 "W M M o 19997 ~ G� Sao °Q6'Q5"E 204.38' G w N N 4 "SS PHONE (290) 979 -8444 FAX (210) 979 -8449 PE a IN LL 0 50 R SARREBOURG ST. -r-° 8 S'SS n KFWENGINEERS �wx "E ` y3 "E w 10.53' 5 �y7 J,• "06'05 "E 8 "W c„ 40.63' O31i0, I.R. PREL/ M/ NARYSUBD /VIS /ONPLATESTABL /SH /NG � as •� O .� Z Soy 4215 \oo cis C15 8"Vd 557.82' RHINE VALLEY SUBDIVISION UNIT 2 0 o � "` p 112. � - -30 50.00_ _50.00' 50.00' 50.00' 61.00' 52.98' _50.00' 50.00' 50.00' _50.00' _ - STATE OF TEXAS cr, O Po 38� zo' B. 9.41' ( I A 15.2988 ACRE TRACT OF LAND IN THE CITY OF SCHERTZ, BEXAR COUNTY OF BEXAR T .L. 1 N 5 I 3.21' w w w w I w e" w w w w w COUNTY, TEXAS OUT OF THE MILES S. BENNETT SURVEY NO. 75, I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM ti q w _ - - - W o ti m o N M h o O O h^ r r r M O ABSTRACT NO. 61, COUNTY BLOCK 5057, THE JULIAN DIAZ SURVEY STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND ° p o o °. o M O M O M M �,.� M M' M c N M 11 n o 12 n o 13 h o 1 ¢ ° 15 n ° 16 n ° 17 r o 18 0 19 q M n o g n o 9 n o 10 n o N N N N N N N NO. 66, ABSTRACT NO. 187, COUNTY BLOCK 5059 AND THE WILLIAM SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. 14' G.E T.TV.E. 0� nh 6 M o 7 rn ° ° ° ° A M z z z z s z z IZ v, Z �, BRACKEN SURVEY NO. 74, ABSTRACT NO. 43, COUNTY BLOCK 5056, BLOCK 20 TM z 9 BLOCK 20 ;s BEXAR COUNTY, TEXAS AND BEING OUT OF A 137.51 ACRE TRACT TERESA A. SEIDEL I 00' 50.00' 50. 001 50.00' 1.00' 52. 00' 50.00' .00' 50.00' 50. 0' 50.00' z:," OF LAND CONVEYED TO FRED DEVELOPMENT LLC OF RECORD IN REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5672 30' LANDSCAPE BUFFER 0.00' .51' 115.22' 59.44' S30 °05'22 "E 844.15' F,I,R, VOLUME 15711 PAGE 1407 OF THE OFFICIAL PUBLIC RECORDS OF KFW SURVEYING, LLC & DRAINAGE EASEMENT SJ R, BEXAR COUNTY, TEXAS. 14603 HUEBNER RD. BLDG. 40 REMAINDER OF GRID: SAN ANTONIO, TEXAS 78230 °' 110.58 ACRES N= 91.50 PHONE: 210 - 979 -8444 MILTON & BILLIE FRIESENHAHN 22118 VARIABLE WIDTH WATER TRANSMISSION E= 2211891.96 FAX: 210 - 979 -8441 RIGHT-OF-WAY (VOL. ZONING A1&75D6V °.P.R.) PREPARA T /ON DA TE.- JUNE 75, 20 i5 PAGE 7 OF 2 FIRM LICENSE NO. 10122300 (VOL 9899 PG. 559) Date: Jun 15, 2015, 12:13pm User ID: HHernandez File: P: 12051141081DesigniCivi llP /atIPL2051408- PREL1M.dwg LEGEND F.I.R. = FOUND 112" IRON ROD S.I.R. = SET 112" IRON ROD WITH BLUE WIDTH R.O.W DEDICATION CAP STAMPED "KFW SURVEYING" R.O.W. = RIGHT -OF -WAY ESMT = EASEMENT O.P.R. = OFFICIAL PUBLIC RECORDS G.E T.TV.E. = GAS, ELECTRIC, TELEPHONE, G.E.TTV. EASEMENT CABLE T.V., EASEMENT B. S. L. = BUILDING SETBACK LINE KEY NOTES O 10'G.E.TTV. EASEMENT O 15' DRAINAGE EASEMENT OVARIABLE WIDTH R.O.W DEDICATION CHORD TO CITY OF SHERTZ (0.0268 AC.) ®VARIABLE WIDTH LANDSCAPE 60.00' EASEMENT 163 °3158" WIDTH LANDSCAPE & OVARIABLE G.E.TTV. EASEMENT ©VARIABLE WIDTH CLEAR VISION 15.00' EASEMENT O 10' CLEAR VISION EASEMENT ® 5' WALL MAINTENANCE EASEMENT O 16' SANITARY SEWER EASEMENT 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210- 490 -1798 FAX210- 493 -2811 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 , 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 SCALE. 1 " = 50' CURVE TABLE 10'G.E.T.TV. EASEMENT 1 (VOL. 16923, PG. 1548) OF G. E. T. TV. EASEMENT CHORD (VOL, 16923, PG, 1548) O40'DRAINAGE, AND G.E.TTV.E. 60.00' EASEMENT 163 °3158" (VOL. 9677, PGS. 166 -170) O40' DRAINAGE EASEMENT 23.56' (VOL. 9677, PGS. 166 -170) 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210- 490 -1798 FAX210- 493 -2811 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 , 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 SCALE. 1 " = 50' CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD \ ` SURVEYOR NOTES: 60.00' LOT 10 163 °3158" 118.76' N23 °26'10 "E C2 23.56' • BLK 23 15.00' 90 °00'00" F-` 1. 112" DIAMETER REBAR WITH A BLUE PLASTIC CAP STAMPED "KFW SURVEYING" SET AT ALL C3 / LOT 11 LOT 13 m 89 °4927" 176.51' S75 °00'49 "E C4 LOT 12 BLK 23 15.00' CORNERS UNLESS NOTED OTHERWISE. 21.21' / 30' LANDSCAPE BUFFER BLK 23 103.65' Z 53.40' 33 °56'13" 102.15' BLK 23 1 ` 2. BEARINGS ARE BASED ON THE STATE PLANE COORDINATE SYSTEM ESTABLISHED FOR THE 15.00' / AND DRAINAGE EASEMENT 21.21' N48 °50'08 "E 7 ` TEXAS SOUTH CENTRAL ZONE, NORTH AMERICAN DATUM (NADI OF 1983. 15.00' 8 57 °46'09" 4 N C8 309.49' / VARIABLE WIDTH LANDSCAPE 295 °32'17" 64.00' 3. THE COORDINATES SHOWN HEREON ARE GRID WITH A COMBINED SCALE FACTOR OF C9 � 15.00' 15.00' LOT 2 1.00017. S41 °09'52 "E / AND DRAINAGE EASEMENT �, ,.,.., ....- --- BLK 16 4. REFERENCED PROPERTY IS IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% 72.96' / C11 24.18' 15.00' ANUAL CHANCE FLOODPLAIN AS SCALED FROM FEMA FLOOD MAP 315 OF 785, COMMUNITY PANEL NO. 48029C0315F, DATED SEPTEMBER 29, 2010. 92 °21'49" / T LOT 2, BLK 16 C12 201.89' 125.00' 130.67' 92 °3222" °40'02 "W 234.39' C13 23.61' 15.00' p 3196 S71 21.25' N14 °59'11 "E 5. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 (GEOID09). 22.56' 15.00' ""'.. �- 20.49' N73 °11'24 "W C15 / S.I.R. ._- -- ,_,_,_ _•-- 15.00' 5.31' 38 °5847" 10.01' S49 °3529 "E C16 146.65' 56A6 477.69' 168 °02'57" 99.46' 14'G. E T. TV. E C17 10.18' 15.00' C.P.S. NOTES: 38 °5337" ♦ S.I.R. S.I.R. 23.56' CITY PUBLIC SERVICE DEDICATED THE EET AND RAND 15.00' VARIABLE 21.21' READ C19 1 SN 75.00' AND RIGHT-OF-WAY EASEMENNT 89 °4927" SE�jU�N ' S75 °0049 "E FOR ELECTRIC GAS AND SERVICE FACILITIES 118.04' (VOL. 9899 PG. 55` 6 i 106.23' AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT," "GAS EASEMENT," C21 23.52' ��N/ER 14.95' 89 °49`27" "ANCHOR EASEMENT" "SERVICE EASEMENT," "OVERHANG EASEMENT," "UTILITY N75 °00'49 "W ♦ 3 F.I.R. 25.00' 25.08' EASEMENT," AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, 35.41' N14 °59'11 "E C23 15.12' 15.00' CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, 57 °46'09" 14.49' S32 °43'12 "W C24 60.68' PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, 33.22' ♦ 58.13' I C25 PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES 60.00' 24.67' ♦ 0000 45.63' N52 °2658 "W TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT I ♦ 000 LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND ♦ ,i 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 DETAIL 'A" UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENTAREA. 1 WAY SCALE: 1 " =50' VARIABLE WIDTH WATER TRANSMISSION t 4 ST. VINCENT 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS LINE AND RIGHT-OF-WAY EASEMENT l I EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND (VOL. 9899 PG. 559) ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED _-- - RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. I 1 I 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING O ry 15' B.S.L. ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY z / OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE LOT 1 ' DESCRIBED BELOW. I 0 I BLK 20 I ' I 4. CONCRETE DRIVEWAY APPROACHES AND STEPS ARE ALLOWED WITHIN THE FIVE (5) � N FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR x ' 8 LOT UNDERGROUND ELECTRIC AND GAS FACILITIES. I Lu J O I 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC AND GAS EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC AND GAS FACILITIES ARE PROPOSED I Y LOT 2 I OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. BLK 20 14' G.E T.TV.E. L-------------- - - - - -J COUNTY OF BEXAR ncrAll rrarr 1, (WE) THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE RHINE VALLEY SUBDIVISION UNIT 2 OF SCHERTZ, TEXAS AND WHOSE NAME IS SUBSCRIBED HERETO, HEREBY DEDICATE FOR THE USE OF THE PUBLIC FOREVER ALL STREETS, ALLEYS, PARKS, WATER COURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF OWNER: FRED DEVELOPMENT, LLC. 1202 W. BITTERS, BLDG 1 SUITE 1200 SAN ANTONIO, TX 78216 PHONE: 210- 490 -1798 FAX210- 493 -2811 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 , 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 SCALE. 1 " = 50' CURVE TABLE CURVE LENGTH RADIUS TANGENT DELTA CHORD CHORD BEARING C1 171.25' 60.00' 414.65' 163 °3158" 118.76' N23 °26'10 "E C2 23.56' 15.00' 15.00' 90 °00'00" 21.21' N74 °5532 "W C3 195.97' 125.00' 124.62' 89 °4927" 176.51' S75 °00'49 "E C4 23.56' 15.00' 15.00' 90 °00'00" 21.21' N75 °06'05 "W C5 103.65' 175.00' 53.40' 33 °56'13" 102.15' N76 °52'01 "E C6 23.56' 15.00' 15.00' 90 °00'00" 21.21' N48 °50'08 "E C7 15.12' 15.00' 8.28' 57 °46'09" 14.49' N25 °02'57 "W C8 309.49' 60.00' 37.83' 295 °32'17" 64.00' N86 °09'52 "W C9 23.56' 15.00' 15.00' 90 °00'00" 21.21' S41 °09'52 "E C10 74.04' 125.00' 38.14' 33 °56'13" 72.96' N76 °52'01 "E C11 24.18' 15.00' 15.63' 92 °21'49" 21.65' N13 °43'00 "E C12 201.89' 125.00' 130.67' 92 °3222" 180.65' S13 °48'17 "W C13 23.61' 15.00' 15.05' 90 °10'33" 21.25' N14 °59'11 "E C14 22.56' 15.00' 14.03' 86 °10'39" 20.49' N73 °11'24 "W C15 10.20' 15.00' 5.31' 38 °5847" 10.01' S49 °3529 "E C16 146.65' 50.00' 477.69' 168 °02'57" 99.46' N14 °5637 "E C17 10.18' 15.00' 5.30' 38 °5337" 9.99' S79 °31'16 "W C18 23.56' 15.00' 15.00' 90 °00'00" 21.21' S15 °04'28 "W C19 117.58' 75.00' 74.77' 89 °4927" 105.90' S75 °0049 "E C20 118.04' 75.00' 75.23' 90 °10'33" 106.23' S14 °59'11 "W C21 23.52' 15.00' 14.95' 89 °49`27" 21.18' N75 °00'49 "W C22 39.35' 25.00' 25.08' 90 °10'33" 35.41' N14 °59'11 "E C23 15.12' 15.00' 8.28' 57 °46'09" 14.49' S32 °43'12 "W C24 60.68' 60.00' 33.22' 57 °5655" 58.13' N87 °18'16 "W C25 46.81' 60.00' 24.67' 44 °41'46" 45.63' N52 °2658 "W LINE TABLE LINE LENGTH BEARING L1 30.02' N4 °15'57 "E L2 10.00' S86 °09'52 "E L3 50.00' N3 °50'08 "E L4 24.41' N15 °12'09 "E L5 30.01' S87 °57`28 "E L6 10.00' N86 °09'52 "W L7 42.61' N15 °04'28 "E L8 42.25' N74 °5532 "W L9 27.90' N60 °01'58 "E L10 13.04' N24 °42'00 "W L11 13.04' N32 °22'15 "E L12 101.92' S89 °37'08 "E L13 97.63' N70 °30'59 "E L14 29.87' N74 °5532 "W L15 30.13' N15 °04'28 "E L16 32.98' N71 °40'02 "E PREPARA T /ON DA TE.- JUNE 15, 2015 NOTES: 1. NO STRUCTURE, FENCES, WALLS OR OTHER OBSTRUCTIONS THAT IMPEDE DRAINAGE SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING OR OTHER TYPE OF MODIFICATIONS, WHICH ALTER THE CROSS - SECTIONS OF THE DRAINAGE EASEMENTS, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. THE CITY OF SCHERTZ SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY IMPEDING OBSTRUCT IONS PLACED WITHIN THE LIMITS OF SAID DRAINAGE EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS. ALL SAID DRAINAGE EASEMENTS WITHIN SAID LOTS SHALL BE PRIVATELY MAINTAINED BY PROPERTY OWNERS. 2, SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 3. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNERS SUCCESSORS AND / OR ASSIGNS. 4. TWO POINTS OF ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THIS PLAT CONSISTS OF 70 BUILDABLE LOTS, 47 SF 50 LOTS AND 23 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. 8. LOT 2, BLOCK 16; LOT 7, BLOCK 13; LOT 17, BLOCK 13; LOT 1, BLOCK 22; LOT 13, BLOCK 21 ARE THE RESPONSIBILITY OF THE DEVELOPER OR ITS SUCCESSORS AND /OR ASSIGNS. 9. PROPERTYBEING PLATTED IS CURRENTLYZONED PDD. 10. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 11. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 12. WALL MAINTENANCE EASEMENT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE PLACEMENT OF OBSTRUCTIONS, FENCES AND /OR PERMANENT STRUCTURES BY THE LOT OWNER SHALL BE PROHIBITED WITHIN SAID EASEMENT. CLEAR VISION NOTE: CLEAR VISION EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS (E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION), WHICH ARE HIGHER THAN THREE (3) FEET AND LOWER THAN EIGHT (8) FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (ASSHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNCIPAL AUTHORITY (C.C.M.A.) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT THE TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY 1, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER THIS PLAT OF THE RHINE VALLEY SUBDIVISION UNIT2 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 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 A 15.2988 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: Jun 15, 2015, 12:13pm User ID: HHernandez File: P: 12051141081DesigniCivi llPlatIPL2051408- PREL1M.dwg PAGE20F2 TO: Planning and Zoning Commission CASE: PC2015 -018 The Reserve at Schertz 11, Unit 3 — Preliminary Plat SUBJECT: Consider and act upon a request for approval of a preliminary plat of The Reserve at Schertz 11, Unit 3, an approximately 19 acre tract of land situated in the S. B. Lewis Survey No. 317, Abstract No. 443, and the Antonio Zamora Survey No. 36, Abstract No. 82 City of Schertz, Bexar County, Texas, generally located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road. GENERAL INFORMATION: Owner /Developer /Applicant: Triple H Development, LLC, Harry Hausman, Developer Proieci t Engineer: Briones Engineers, Andy Rodriquez, Project Manager May 11, 2015 (Original Application) June 2, 2015 (Revised Submittal) June 15, 2015 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 19 acres of land establishing 23 single family residential lots with a minimum lot size of 21,780 square feet and 25' building setbacks on all sides dictated by the zoning district. The site is zoned Residential Agriculture (RA). GENERAL LOCATION AND SITE DESCRIPTION: The subject property is currently undeveloped and is located on Graytown Road 1,500 feet south east of the intersection of Boenig Drive and Graytown Road, adjacent to The Reserve at Schertz Unit 1. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Graytown Road and Ivy Jet which was constructed with Unit 1 of The Reserve at Schertz. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a tree affidavit which indicates that this site has not protected or heritage trees. The tree affidavit has been verified by the Parks and Community Services department. PARKS: There is no parkland being proposed with this subdivision. The Parks, Recreation and Community Services Department has determined that a fee -in lieu of parkland dedication in the amount of $1000 per dwelling unit will be paid by the Developer prior to recording of the final plat. This application was reviewed under UDC, Ordinance 11 -S -15. PUBLIC SERVICES: The site is serviced by Schertz water, SARA, CPS, AT &T, and Time Warner Cable. PUBLIC IMPROVEMENTS: All public improvements required for this subdivision are required to be installed prior to recording of the final plat of each Unit per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. The civil construction plans must be reviewed and approved by the Public Works and Engineering Departments prior to approval of the final plat. Water and Sewer: This site is serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed out for future sewer extension. Sewer service will be provided by the San Antonio River Authority (SARA) who holds the certificate of Convenience and Necessity (CCN) for this site. Water service will be provided by the City of Schertz. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A preliminary drainage report has been reviewed and approved by the City Engineer. The subdivision will be providing onsite detention. Sidewalks Hike and Bike Trails: Sidewalks will be constructed along Graytown Road and on both sides of the street throughout the subdivision. All sidewalks will be designed to meet the City of Schertz specifications. Additional Desiqn Criteria: The subject property is affected by the additional design requirements of the UDC, Section 21.14.3. along Graytown Road to include landscaping buffers and screening. An 8' masonry screening wall will be constructed along the side of Graytown Road for the length of the subdivision prior to the recording of the final plat. Two landscape buffer lots (Lot 16, Block 15 and Lot 37, Block 18) adjacent to Graytown Road have been provided with this plat. Road Improvements: The streets within the subdivision will be constructed according to City of Schertz specifications. Construction plans for all public improvements will be submitted and approved by Public Works and Engineering prior to approval of the final plat. STAFF ANALYSIS AND RECOMMENDATION: The preliminary plat has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, Fire and Police. The plat is consistent with all applicable zoning requirements, ordinances, and regulations. Staff recommends approval of the preliminary plat. Planning Department Recommendation X Approve as submitted Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final approval authority of the proposed preliminary plat. In considering final action on a preliminary plat, the Commission should consider the criteria within UDC, Section 21.12.8 D. Attachments: Aerial (Map) Plat Exhibit NOTES CITY PUBLIC SERVICE NOTES / Orr of ScI1ERTZ STATE OF TEXAS CITY LIMITS LINE O N P L 1. THE CITY OF SAN ANTONIO AS A PART OF ITS ELECTRIC AND GAS SYSTEMS CITY PUBLIC 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS COUNTY OF BEXAR SERVICE PR Qo 1. SET 1/2" IRON RODS AT ALL CORNERS UNLESS OTHERWISE NOTED. ( Q o 2. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION ELECTRIC BAONDDGAIS DISTRBUTIIONCNDDSERVICE FACILITIES ANDTHE AREAS DESIGNATED ELEVATION IION ALTTERATIO SITSHALLAIBEECHARGED TO THE OPERSON ORAPERSONS DEEMED THE OWNER OF LAND SHOWN ON THIS PLAT, IN PERSON OR THROUGH A DULY AUTHORIZED OF CITY ORDINANCES AND STATE LAW AND IS SUBJECTED TO FINES AND A s a ON THIS PLAT AS "ELECTRIC EASEMENT ", "GAS EASEMENT ", "ANCHOR EASEMENT ", RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. AGENT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL p o? 1. LAURA HEIGHTS WITHHOLDING OF UTILITIES AND PERMITS. o/, p v "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER z RESERVE 2 HALVE HEIGHTS 3. BEARING BASIS -THE BEARINGS SHOWN HEREON ARE BASED ON THE TEXAS EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, 3. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS EASEMENTS AND PUBLIC PLACES THEREON a Q AT 3 LESUE HEIGHTS STATE COORDINATE SYSTEM SOUTH CENTRAL ZONE, NAD 83. ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY o SCHERS II MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED, 0 2' --C UNIT 1 4. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE ; � DESCRIBED BELOW: RESERVE OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE NECESSARY APPURTENANCES; TOGETHER WITH RIGHT OF INGRESS AND EGRESS _ AT OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN 4. CONCRETE DRIVEWAY APPROACHES ARE ALLOWED WITHIN THE FIVE (5) FOOT WIDE SCHERTZ II BLOCK 15, LOT 16 AND BLOCK 18, LOTS 24, 35 AND 37; SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID ELECTRIC AND GAS EASEMENTS WHEN LOTS ARE SERVED ONLY BY REAR LOT UNDER - UNIT 2 ARE LANDSCAPE AND OR DRAINAGE LOTS TO BE OWNED LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR GROUND ELECTRIC AND GAS FACILITIES. OWNER: HARRY HAUSMAN AND MAINTAINED BY THE HOME OWNERS ASSOCIATION (HOA). MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. 5. ROOF OVERHANGS ARE ALLOWED WITHIN FIVE (5) FOOT WIDE ELECTRIC, GAS, TELEPHONE AND IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL CABLE T.V. EASEMENTS WHEN ONLY UNDERGROUND ELECTRIC, GAS, TELEPHONE AND CABLE OWNER DULY AUTHORIZED AGENT RESERVE 5. ALL THE LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS BE PLACED WITHIN SAID EASEMENT AREAS. T.V. FACILITIES ARE PROPOSED OR EXISTING WITHIN THOSE FIVE (5) FOOT WIDE EASEMENTS. oy AT o ADJACENT TO THE STREETS. �- STATE OF TEXAS K 2 SCHERTZ II 6. THE TOTAL NUMBER OF BUILDABLE LOTS IS 23 COUNTY OF BEXAR z UNIT 3 7. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48029CO435 G DATED Y p QA 9- 29 -10, A PORTION OF THE RESERVE AT SCHERTZ II UNIT 3 IS LOCATED IN BEFORE ME THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED N v ZONE A AND IS WITHIN THE 100 -YEAR FLOODPLAIN. (LOT 35, BLOCK 18) o CITY OF SCHERTZ KNOWN TO ME TO BE THE PERSON WHOSE CITY LIMITS LINE 8, THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOTE SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE TIME OF FINAL PLAT. "LAND USE" - -- LH 10 -CITY OF SAN ANTONIO 9. THE SUBJECT PROPERTY IS ZONED R -A. "LAND USE" EXECUTED THE SAME FOR PURPOSES AND CONSIDERATIONS THEREIN STATED. TILLABLE DRY FARM 92 ACRES FIRM MAP 480OF 7855G RANGE IMPROVED PASTURE D .00 ACRES RANGE IMPROVED DRYLAND 10.68 ACRES 10. MINIMUM FINISHED FLOOR ELEVATION FOR RESIDENTIAL LOTS SHALL BE PANEL 435 OF 785 RANGE NATIVE PASTURE 5.00 ACRES GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 ELEVATED AT LEAST 1 FOOT HIGHER THAN THE COMPUTED WATER SEPTEMBER 29, 2010 OWNER: GLENN H. & JANET K. BARNETT TRIPLE H DEVELOPMENT LOCATION MAP SURFACE ELEVATION FOR THE 100 YEAR ULTIMATE DEVELOPMENT FLOOD. APPROXIMATE LOCATION OF 24.731 ACRES, N.C.B. 16563 15720 BANDERA ROAD, SUITE #103 100' YEAR FLOOD MAP HELOTES, TX. 78203 11. AN ELEVATION CERTIFICATE WILL BE REQUIRED AND PROVIDED TO THE CITY OF VOL, 2201, PG. 542 DEED JOSE R. GONZALEZ NOT TO SCALE SCHERTZ FLOODPLAIN ADMINISTRATOR, ONCE BUILDING FLOOR SLABS ARE PARCELS 1 AND 2 COUNTY, D. RECORDS ZONE RA BEXAR COUNTY, TEXAS POURED FOR LOTS 26,27,34 & 36, BLOCK 18. EX. BOUNDARY LINE U N P L A T T E D "d• MY COMMISSION EXPIRES: AGREEMENT EASEMENT ` Ll U N P L A T T E D N9Ir NOVEMBER 29, 2015 NOTARY PUBLIC, BEXAR COUNTY TEXAS / VOL, 6009, PG. 358) N29 °16'21 "E 704.59' N443 �`�� S' I c/`cKIn D. &P. = DEED & PLAT RECORDS ADJACENT OWNER CHART = DEED RECORDS NO LAND USE OWNER ADDRESS RECORDING INFO = FOUND IRON ROD 0,687 AC. LRENIL & 6811 IVY MIN. VOL, 16654, PG 653 S.W.D. E.T.TV.E. SINGLL FAMILY ' RFGIJAI D TINSOV 81 SCHERTZ,-TX. 78154 -21 /"E m -G ' 0 0630 AG JOE M & 10201 IVY HORN VOL 1/022, PC 2441 S W D0671 -- q- ^- /� SINGLE FAMILY VANLSSA YBA(RRA SCHFRT7 TX 7815n 4401 62 , i AC, THOMAS BRISCOE JR 10205 IVY HORN VOL 16/89, PC, 1479 S.W.D. °1 /! SINGLE FA M ILY & MIAANDA M CAR ROLL SCHERFI FX 78154 4401 l b� 0 640 AC. b� 2005 HE GAP OAKS tnl m E4i SINGLE FAMILY ENDEAVOR WALL HOMES LTC BLVD STE 150 VOL. 16459, PG, 904 W.D. �� m O THE b� m ARLINGTON TX. 76006--3289 AT SCHERTZ II, UNIT 3 � 0 579 AC 2005 HE GREEN OAKS \'652 I. 5] SINGLE FAMILY ENDEAVOR WAL..L. HOMES I_LC BLVD STE 1 50 VOL. 16807, PG, 1436 W.D. a rl m ARLINGTON, TX. 76006 - -3289 I'l © 0,620 AC, SCOT F G &: 1021'7 IVY HORN VOL 16495, PG, 1734 S W.D. SINGLE FAMILY MARGARET L FI'EILRINGFON SCHERTZ, TX. 78154 -4401 ­­167 0 0626 AC, DANIEL A & 10307 IVY HOR'J VOL 16/57, PG. 1902 DFk'.D SIXGLE FAMILY KATHERINE A FINLEY SCHFRT7 TX 7815 4� +00 // - 0 578 AC. ®64x1 /� L 0 2005 HE GREEN OAKS . . . �" SINGLE FAMILY ENDEAVOR WALL HOMES LTC BLVD SITE 150 VOL 16413, PG. 1979 WU, _ . _ _ ------- --.._. - --- - - -- - - - -- - ARLINGEON 1X 76006-3289 —.. - ----- - ----- ---- 9 0578 AC. JAMES & 10315 IVY HORN VOL. 16610, PG. 1619 S.W.D. SINGLE FAMILY ALAMAR M SIMS SCHERTZ, TX 78154-4400 I c/`cKIn D. &P. = DEED & PLAT RECORDS D.R. = DEED RECORDS R.P.R. = REAL PROPERTY RECORDS S.W.D. = SPECIAL WARRANTY DEED FND. I.R. = FOUND IRON ROD E.G.T.TV.E. = ELECTRIC, GAS, TELEPHONE & / N l CABLE T.V. EASEMENT E.T.TV.E. = ELECTRIC, TELEPHONE & CABLE T.V. EASEMENT / - I -/ - Ea "ss - - -J° -- T�--- �_- .- .__- ._�32s7 ---- r„EB'S`s----- 0- - - - - -- --- �'- <- ES "SS -- 157.581 - 28.62' 7¢� �7 E EB - _ -- - ---}'- _ - - - - - ---- -- -- __----- =�__ -� l _ 62' "r1 �_�- _ _ -- _- - -- _- - -- - -626 _ _ ---- -- _ - -EB SS�� �, J,1��T -- 5.1���. -1- - 16' SANITARY - -- ° N29'16'21 "E 200.45' / o //t �1 I ( /ftEM)Efr, ESM'T - �, �I 1 II I1 1 i SEWER ESM'T. �76 16' SANITARY ��ti v 6 --6836 V !I SEWER ES" T. / S4/V/7-,4R _ _ ' l xxxx, PG. xxx, O.R. 1/ i�� /! / /// /LOT qT I I 1 I ! / ��50�0 Q. �j SeN✓fR x M Ile VOL. JA ( J<o l A°, l /DRANAG $SM� . /{ /7 /l ES "SS��" d.���^�� ^� �® 6j - - - �� 626 -� d' / 6- { /l,,f 0/ •324p� '� �3- / 1t t6�3 -- " N 3 R / I Nl T 1•• I` / �'� c� z 12�5 A \ \I \I Z _ -Y °x.21 -� GOON P ✓1 \' /`� 630 -_. ^- .._ C1�1} ° ��� \ NOsI" es 1 ..-- 628-{ --J`` ."./ 1 a 1 I wi vv v 111vv 1 v vL12 ...-630_ ."1 / ( ( h / NOg• 76• S VOL. kkkk PG E k, D•R. e ��, / /_ / -,�- ��`. -,�. _1tOw. ..-TA } 4 / \ N37'3$%53••E �-.,\ -� N294315 E /� qg` / - \`'-- . 2� ¢7� �-_ ! ! \_. --62 / / \182'2 767. �6' J 1 _ -- 175.60' --- L13 / } �' r z� ,��._ '\ ! // / \ \ - -- 632 --f -� Q IN / / �Q �,.� �_� °\ \ - 630 -'"`- N I( h f Q�� Qsoa�Q �p f .-- / „632_ -- ._ _ %\/ 00 \. - ..- 04 ILL- - - - - -- 634- ^ ¢ / \ / co v I t -6 -- o —wMw< 6 5.05' r cD w ° a m R- 0• / 1 \ 429'43'15 "E 6.05 N29'43'15 "E %�' F _ z 061- 2C, ¢ O/� -�- �2��� R\ / ^� 2g / l 'VS202, A •242.67: - - - -- 636 -_-- --I- I' 10"E.6.LTW*.E.� � / U) ¢ >��mz - \! / % of .-JBg• °~`�. \\ ° I I / ¢ °moo ° ,No B O3eo o � oo/ \ \` ° YP vI I I / w ¢ ° =w�00 /� 10 O I K. Z O —� Z —� ¢ m Io .r I t w n_ w x / ��t / /N N m 0 r 04 -(o `� -iQ oI N / o ° m a rr m m m -- - - -.-� \ \\ �\ •j. x..605'° cv I� Z �I N /^'''/ i� Mi fr' Imo-- c�.� �o c / 202' / 4 / 79;> ° 1s _ / l - \ r 'p N29'43'1 5 "E �I-\ r N 29'43'15 O r . E. 190.242.67' 00' NGI 6 22.84 L3 10.00 / N l - V ARf IA BfLE WIDTH E.G.T.TV., WATER, 1 64 I° L5 THE RESERVE /"E m -G ' SANITARY SEWED, DRAINAGE & TURNAROUND ESM'T. ---- .- Q � I tG I - W ° \ -- q- ^- /� . VOL. XXXX, PG. XXX, D.R. B.S.L. = BUILDING SETBACK LINE f/ `�' / / i °' °' 206, _ F.F.ELEV. = FINISHED FLOOR ELEVATION 25'�` t7__ --------------------- W.D. = WARRANTY DEED / Q 6N / o� - - - -� = - -- -- - - -- -- -- / �_ / ^%.� -® .19' 232.67 G,5 r :-° \180.00' / V.N.A.E. = VEHICULAR NON- ACCESS EASEMENT �/ �Q2P / /ro 0 \ / e / C.V.E. = CLEAR VISION EASEMENT / (�/ B.C.A.D. = BEXAR COUNTY APPRAISAL DISTRICT 8" PVC = PROPOSED WATER MAIN / NYj �M E.8 "W = EXISTING WATER MAIN / , t / / 0 / P8 "SS = PROPOSED SEWER MAIN E8 "SS = EXISTING SEWER MAIN N i N-29-'43'1 5"E AGE o { ''• I I .^ 8.. Pvc \ ! 1 \ 7049 -- -- 12�_QO' -- -- �- // C, _ 1 o• r 1 25' B.S.L. F id I I� I I LOT 0.50 AC. MIN. (21,780 S.F.) ,d a) 21 B.S.L. 50' STREET R.O.W. 30' PVM _ _. T �__._._ .............. ---------------------- TYPICAL LOT LAYOUT NOT TO SCALE NOTE: PROPERTY LOT LINES ARE VARIABLE. ----------------- Ct�N1�LL / -- - -- - - _N2943,5 "E 0 6k 23 RESIDENTIAL LOTS P8 SS P8, 9S -0 e° PAC J /° J 115.00' ` - - - -� �_ -- 2 8 120.00' _ L2 "PRELIMINARY" _ °_ - _115.0 ` -- ---- 120.00`L�.._ SUBDIVISION PLAT B. S. L. e00� ,' ESTABLISHING 10 ' LINE LENGTH BEARING L1 \� N45 °27'08 "W L2 22.84 S29 °43'1 5 "W L3 10.00 S75 °31'1 8 "W L4 10.00 — L5 THE RESERVE A �3 /�° 12 0 11 ° \ o - - ° °r10 ml io L5 62 , i J 11 0 12 0 13 °1 /! 6] / �?J l b� �, b� m tnl m I� N 12.91 ° �I N �� m O THE b� m I AT SCHERTZ II, UNIT 3 f O C D z \'652 °Q 25' 25' 1. N I C THE RESERVE AT SCHERTZ a rl m z I'l z I UNIT 1 VOL. 9656, POS. 185 -187, D. &P. t / , / �h= e "6' r z f } Z ­­167 -`_ E.GT.TV.E. '� 3 I Z Z // BEING A 19.008 ACRE TRACT OF LAND BEING A PORTION OF A 102.912 ACRE TRACT AND BEING OUT OF 104.684 ACRE TRACT OF LAND AS l° �Q ®64x1 /� L 0 C K . . . �" I j > E.G.T.TV.E. B L 0 C K_. -1,4 RECORDED IN VOLUME 16347, PAGE 1353 -1359, DEED RECORDS, BEXAR /-' ° ,10' j °h N /rte !! /'~ - - - - -- �/ / / -------- / Ifi E.G.T.TV.E. - - - -�- - - - - - -- / - -! --- - - - - -- ------ - - - - -- --- - - - - -- - i T z i r - - -- �- - -- -- i6' E. G.T.TV.E. - -- - - - - -- ------- - O --' -- - sn COUNTY TEXAS. BEING SITUATED IN THE S.B. LEWIS SURVEY NO. 317, ABSTRACT 443, AND THE ANTONIO ZAMORA SURVEY NO. 36, ABSTRACT NO. 332.98' 125.00' 125.00' 125.00' 50.00' 125.oar 1158.66' 20.00' 20.00' 82 IN BEXAR COUNTY, TEXAS. S29 °43'15 "W Ll f - ----- - - - - -- - -- ----- - - - - -- ----------------- - - - - -- ------ - - - - -- - - - - - - - - - - / 25' B. S. L. / 7 EX. 16' E.G.T.TV.E. O T EXIST. 10' E.GT.TV.E. 1 1 EXIST 10' O EX. tO 16' E.GT.TV.E. SUBDIVISION VOLUME & PAGE - o ° ° ° ° ° °. ° °. ° °° -- �1 THE RESERVE AT SCHERTZ UNIT 1 9656,185-187 ° ° ° ° ° ° ° ° ° ° THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN -F 8 'W- HORN — N 8'w - -- — IVY - - - -- HORN it ROLANDO H. BRIONES, JR• THE STATE OF TEXAS HEREBY CERTIFY THAT PROPER ENGINEERING - - -- - -- DEVELOPER /OWNER: TRIPLE H DEVELOPMENT, L.L.C. 15720 BANDERA RD., SUITE #103 HELOTES, TEXAS 78023 (210) 695 -5490 CO"SULTINCE; Sc E"E3I"SERI"E3 LTEJ. 8118 BROADWAY (210) 828 -1431 SAN ANTONIO, TX 78209 (210) 828 1432 fax TBPE FIRM REG. NO. F -5028 C49D o ° ° °° /°�° ° ° °��o o8CENS.°° �U 4�, ONAL OF 'sTETF�9 ..................... GEORGE OZUNA, JR. 0 2625 . CONSIDERATION HAS BEEN GIVEN THIS PLAT. REGISTERED PROFESSIONAL ENGINEER STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. REGISTERED PROFESSIONAL LAND SURVEYOR 7 Xo ww BLK.1..1 6 0 LINE TABLE LINE LENGTH BEARING L1 E.G.T.TV.E. N45 °27'08 "W L2 22.84 S29 °43'1 5 "W L3 10.00 S75 °31'1 8 "W L4 10.00 N48 °25'44 "W L5 28.28 N07 °02'05 "E L6 40.00 N07 °02'05 "E L7 42.83 ���� 4_ 5 6 7_ 8 9 0. g 10 N37 °57'55 "W 9 8 m�=e C N38 °27'32 "W �� 141 6] g �?J 12.19 r8l 191 �, 11.47 B L O C K 1 5 tnl m 30.00 N 12.91 B L O C K. 1 4 6j� C8 O THE 179.29 5 0 - ' m f O RESERVE AT SCHERTZ UNIT 1 N 25' 25' 1. n IN ow THE RESERVE AT SCHERTZ v OF �'� V � o VOL. 9656, PGS. 185 -187, D. &P. m� 6N 1 1 �25' B S _> N'7 X° L w" UNIT 1 VOL. 9656, POS. 185 -187, D. &P. SUBDIVISION VOLUME & PAGE - o ° ° ° ° ° °. ° °. ° °° -- �1 THE RESERVE AT SCHERTZ UNIT 1 9656,185-187 ° ° ° ° ° ° ° ° ° ° THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN -F 8 'W- HORN — N 8'w - -- — IVY - - - -- HORN it ROLANDO H. BRIONES, JR• THE STATE OF TEXAS HEREBY CERTIFY THAT PROPER ENGINEERING - - -- - -- DEVELOPER /OWNER: TRIPLE H DEVELOPMENT, L.L.C. 15720 BANDERA RD., SUITE #103 HELOTES, TEXAS 78023 (210) 695 -5490 CO"SULTINCE; Sc E"E3I"SERI"E3 LTEJ. 8118 BROADWAY (210) 828 -1431 SAN ANTONIO, TX 78209 (210) 828 1432 fax TBPE FIRM REG. NO. F -5028 C49D o ° ° °° /°�° ° ° °��o o8CENS.°° �U 4�, ONAL OF 'sTETF�9 ..................... GEORGE OZUNA, JR. 0 2625 . CONSIDERATION HAS BEEN GIVEN THIS PLAT. REGISTERED PROFESSIONAL ENGINEER STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR IN THE STATE OF TEXAS, HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. REGISTERED PROFESSIONAL LAND SURVEYOR 7 Xo ww BLK.1..1 6 0 LINE TABLE LINE LENGTH BEARING L1 2.48 N45 °27'08 "W L2 22.84 S29 °43'1 5 "W L3 10.00 S75 °31'1 8 "W L4 10.00 N48 °25'44 "W L5 28.28 N07 °02'05 "E L6 40.00 N07 °02'05 "E L7 42.83 N82 °57'55 "W L8 31.11 N82 °57'55 "W L9 46.47 N37 °57'55 "W L10 70.37 N38 °27'32 "W L11 32.83 N25 °26'24 "W L12 12.19 N52 °33'25 "E L13 11.47 N38 °05'42 "W I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ HEREBY CERTIFIES THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH HIS APPROVAL IS REQUIRED. 7 DATED THIS DAY OF A.D. 20_ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD Cl 75.00 388.54 46.12 296'49'25" 78.57 C2 30.00 30.58 16.77 58 °24'43" 2928 C3 10.00 15.71 10.00 90 °00'00" 14.14 C4 30.00 45.69 28.60 87 °16'14" 41.40 C5 75.00 349.86 78.66 267 °16'14" 108.56 C6 25.00 49.01 37.28 112 °18'50" 41.53 C7 30.00 24.38 12.91 46 °34'07" 2372 C8 50.00 179.29 221.42 205 °26'59" 97.54 CITY ENGINEER THIS PLAT OF THE RESERVE AT SCHERTZ II, UNIT 3 HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY BY SECRETARY CHAIRMAN STATE OF TEXAS COUNTY OF BEXAR I, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF A.D. 20 AT M, AND DULY RECORDED THE DAY OF , A.D. 20 AT M, IN THE RECORDS OF COUNTY, IN BOOK VOLUME PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE, THIS DAY OF , A.D. 20 COUNTY CLERK, BY: COUNTY. TEXAS PREPARATION DATE: 5 -05 -15