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PZ 09-23-2015 AGENDA with associated documentsCOMMUNITY SCHIERTZ I OPPORTUNITY SCHERTZ 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 AGENDA lllUWednes�day, September 23, 2015 at 6:00 p.m. 1. CALL TO ORDER / ROLL CALL 2. Presentation of the 2015 Texas American Planning Association Certificate of Achievement for Planning Excellence 3. ELECTION OF CHAIRMAN AND VICE CHAIRMAN A. Consider and act upon the nomination for the Planning and Zoning Commission Chairman. Nomination: David Richmond B. Consider and act upon the nomination for the Planning and Zoning Commission Vice Chairman. Nomination: Ernest Evans 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. CONSENT AGENDA: A. Minutes for August 12, 2015 and August 26, 2015 regular meetings. 6. PUBLIC HEARING: The Planning and Zoning Commission will hold a public hearing related to zone change requests and replats within this agenda, The public hearing will be opened to receive a report from staff, the applicant, the adjoining property owners affected by the applicant's request, and any other interested persons. Upon completion, the public hearing will be closed. The Commission will discuss and consider the application, and may request additional information from staff or the applicant, if required. After deliberation, the Commission is asked to consider and act upon the following requests and make a recommendation to the City Council if necessary. A. ZC2015 -006 Hold a public hearing, rezone 805 Main Street, consider and make a recommendation to City Council on a request to approximately 1 acre of land, from Single - Family Residential District -2 Planning & Zoning September 23, 2015 Page 1 of 3 (R -2) to Main Street Mixed Use District (MSMU). B. SUP2015 -001 Hold a public hearing, consider and make a recommendation to City Council on a request for a Specific Use Permit to allow an Automotive Repair and Service, Major at 1000 FM 3009. The property is more specifically described as Lot 5, Block 1 of the Mark Roberts II Subdivision; City of Schertz, Guadalupe County, Texas; located approximately 235 feet from the intersection of FM 3009 and Silvertree Blvd. 7. ITEMS FOR INDIVIDUAL CONSIDERATION: A. PC2015 -038 Consider and act upon a request for approval of a preliminary plat of The Crossvine Module 1, Unit 4, an approximately 41 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. B. PC2015 -013 Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4, an approximately 41 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. 8. 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. • Tree Mitigation Financial Overview • 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 August 24, 2015 and September 18, 2015. 9. ADJOURNMENT OF THE REGULAR MEETING 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 18' day of September, 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. LeswWo -o& 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 , 2015. title: Planning & Zoning September 23, 2015 Page 2 of 3 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 September 23, 2015 Page 3 of 3 PLANNING AND ZONING MINUTES August 12, 2015 A Special Joint Meeting was held by the Planning and Zoning Commission on August 12, 2015 at the Municipal Complex, Council Chambers, 1400 Schertz Parkway Building #4, Schertz, Texas. PLANNING & ZONING COMMISSION David Richmond, Chairman Ernie Evans, Vice - Chairman Ken Greenwald Bert Crawford, Jr. Richard Braud Christian Glombik COMMISSIONERS ABSENT Michael Dahle ECONOMIC DEVELOPMENT CORPORATION MEMBERS PRESENT: Paul Macaluso CITY STAFF Brian James, Executive Director Development Lesa Wood, Senior Planner Bryce Cox, Planner I Patti White, Executive Asst. Development OTHERS PRESENT TRAFFIC SAFETY ADVISORY COMMISSION MEMBERS PRESENT: Mark Davis Larry Franklin Richard Dziewit 1. CALL TO ORDER — SPECIAL JOINT MEETING (PLANNING AND ZONING COMMISSION, ECONOMIC DEVELOPMENT CORPORATION AND TRAFFIC SAFETY ADVISORY COMMISSION). P &Z Chairman Mr. Richmond called the Special Joint Meeting to order at 6:01 P.M. TSAC Member Mr. Davis called the Special Joint Meeting to order at 6:02 P.M. EDC Member Mr. Macaluso called the Special Joint Meeting to order at 6:04 P.M. 2. PUBLIC HEARING, DISCUSSION AND UPDATE ON THE LONE STAR RAIL FUNDING AGREEMENT. Mr. James introduced Joe Black, Rail Director for the Lone Star Rail District and Joe Lessard, Senior Planning Director with Knudson, LP working with Lone Star Rail, who both gave a presentation including the following points: • Strategic Considerations • How Does the LSRRP Effort Fill a Central Texas Need? • Environmental Process • Proposed San Antonio Area LSTAR Stations • LSTAR Local Funding • Station Locations area in Schertz • Location Selection Criteria • Lone Star Regional Rail Project Local Funding Support — Operations and Maintenance Focus • Economic Development/Community Planning Issues • LSTAR Operations and Maintenance Costs (O &M) -Local Funding Targets Minutes Special Joint Meeting August 12, 2015 Page 1 of 7 • Economic Impact Est. & Proposed TIRZ Participation • Economic Impact Est. & Schertz Participation • LSTAR Split Service Station Concept • LSTAR Local Funding Concepts • Project Timeline — Lone Star Regional Rail Project • Next Steps - Local funding Agreement adopted by end of Sept. 2015 Mr. Richmond opened the Public Hearing at 6:40 P.M. • Steve White, 805 Main Street, spoke on the timeline for the TIRZ and who is establishing the boundary. Mr. James stated that the gray area on the map is the boundary of the proposed TIRZ, and the challenge is to set an early collection window to capture the current value of the base and development drives revenue. Mr. Richmond closed the Public Hearing at 6:40 P.M. Mr. Dziewit asked about the timing in building roads and access, and if the starting date is 2016 how does the development of this area affect the timing. Mr. James stated that we have a window to get the station ready. Mr. Lessard stated that it will be actually 2 -3 years to build it once the infrastructure is in place, and some portions may be ready before other areas. Discussion continued between the Commission, Economic Development Corporation, Traffic Safety Advisory Commission, Mr. Black, Mr. Lessard and Staff. 3. ADJOURNMENT OF THE SPECIAL JOINT MEETING. P &Z Chairman Mr. Richmond adjourned the Special Joint Meeting at 7:35 P.M. TSAC Member Mr. Davis adjourned the Special Joint Meeting at 7:35 P.M. EDC Member Mr. Macaluso adjourned the Special Joint Meeting at 7:36 P.M. Chairman Richmond called for a five minute recess before the regular Planning and Zoning meeting. 1. CALL TO ORDER OF THE REGULAR PLANNING AND ZONING COMMISSION MEETING. Mr. Richmond called the Regular Planning and Zoning meeting to order at 7:42 P.M. 2. ELECTION OF CHAIRMAN AND VICE CHAIRMAN Mr. Richmond stated that since a full Commission is not present, he asked Staff to keep this item on the agenda for the next meeting. 3. HEARING OF RESIDENTS • None. Minutes Special Joint Meeting August 12, 2015 Page 2 of 7 4. CONSENT AGENDA A. Minutes for the July 8, 2015 Regular Meeting. B. Minutes for the July 22, 2015 Regular Meeting. Mr. Greenwald moved to approve the minutes as presented. Mr. Crawford seconded the motion. Vote was 6 -0. Motion carried. 5. PUBLIC HEARING A. ZC2015 -003 Hold a public hearing, consider and make a recommendation to City Council on a request to rezone 13183 IH -10 East, approximately 35 acres of land, from Predevelopment District (PRE) to General Business District (GB). Mr. Cox stated that there is a typo in the staff report and would point out that the request is for GB not G132. Mr. Cox presented this item by stating that the Applicant is proposing to rezone approximately 35 acres land from Predevelopment District (PRE) to General Business (GB). There were four (4) notices mailed to surrounding property owners on July 29, 2015. At the time of this presentation, two (2) in favor of the request has been received. No responses were received neutral to or opposed to the request. The property is located at 13183 IH 10 East. The site contains three (3) existing buildings and two (2) gas pump canopies. The site has the following existing uses: a convenience store with gas pumps, restaurant, motel, professional office, and automobile repair shop (major). The Sector Plan amendment to the Comprehensive Land Use Plan (CLUP) designates the subject property for Highway Commercial which is intended for regional scale retail and commercial uses that can take advantage of the highway frontage. Highway Commercial areas are located at major highway intersections to maximize access to the region. • Comprehensive Plan Goals and Objectives: The proposed rezoning request is generally in conformance with the goals and objectives of the Comprehensive Plan. In particular, the proposed zone change will provide for continued commercial development along IH -10. • Impact of Infrastructure: The proposed rezoning request will have a minimal impact on the existing water and wastewater systems. • Impact of Public Facilities /Services: The proposed rezoning request will have a minimal impact on public services, such as schools, fire, police, parks and sanitation services. • Compatibility with Existing and Potential Adjacent Land Uses: The subject property is currently surrounded by undeveloped land. The requested General Business District (GB) zoning is compatible with the surrounding land uses. The applicant is proposing to rezone the property from the current Predevelopment (PRE) zoning, which is intended as a temporary designation for newly annexed property, to General Business (GB) to allow for the opening of a liquor store in part of the existing building, and for the future development of his property. The General Business District (GB) is intended to provide suitable area for the development of non - residential uses which offer a wide variety of retail and service establishments that are generally oriented toward serving the overall needs of the entire community. It is the opinion of Staff that the General Business District (GB) is the most Minutes Special Joint Meeting August 12, 2015 Page 3 of 7 appropriate zoning district for this tract of land. The existing land uses of convenience store with gas pumps, restaurant, motel, and professional office at this location appear to be appropriate uses for this tract of land due to its location on IH 10. If the rezoning is granted, the land uses of restaurant, motel and professional office will be considered existing conforming uses, and the land uses of automobile repair shop (major) and convenience store with gas pumps will be considered existing nonconforming uses subject to the restrictions identified in UDC Article 7 Nonconforming Uses, Lots and Structures. Staff recommends approval of the rezoning application as submitted. Mr. Richmond opened the Public Hearing at 7:49 P.M. • Edward Campos, Plat Processing Services, stated that he was there if anyone had any questions. Mr. Richmond closed the Public Hearing at 7:50 P.M. Mr. Greenwald asked where the package store fit in. Mr. Cox stated that it is permitted in GB. Mr. Crawford asked if there is no issue with drainage and sewer. Mr. Cox stated that this property is not platted, and when they develop, Staff will evaluate the public infrastructure. Mr. Braud asked if there are plans to come in for a SUP or remain in non - compliance. Mr. Cox stated that the current non - conforming use can continue as long as they don't expand it. Mr. Crawford moved to forward to City Council with a recommendation for approval. Mr. Braud seconded the motion. Vote was 6 -0. Motion carried. B. ZC2015 -004 Hold a public hearing, consider and make a recommendation to City Council on a request to rezone 807 Main Street, approximately 0.25 acres of land, from Single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU). Ms. Wood presented this item by stating that the Applicant is proposing to rezone approximately .25 acres land from Single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU). The property is located at 807 Main Street. The site has an existing 2,500 square foot building that is currently vacant. The Sector Plan amendment to the Comprehensive Land Use Plan (CLUP) designates the subject property as part of Historic Downtown Schertz. The objectives for Historic Downtown Schertz are to leverage Schertz's history and heritage to create a unique destination with local independent businesses, encouraging the use of existing buildings. The Main Street Mixed -Use District (MSMU) was created to help achieve these objectives. The Main Street Mixed -Use District (MSMU) is intended to provide a base zoning district to the area along Main Street. In light of the history of the area and variety of land uses that exist, this zoning district allows for both single - family residential uses and low intensity commercial uses. Reduced setbacks and parking requirements are provided as part of this district due to physical constraints. • Comprehensive Plan Goals and Objectives: The proposed rezoning request is generally in conformance with the goals and objectives of the Comprehensive Plan. In particular, the proposed zone change will provide for either single family or low intensity commercial occupancy at 807 Main Street. • Impact of Infrastructure: The proposed rezoning request should have a minimal impact on the existing water and wastewater systems. • Impact of Public Facilities /Services: The proposed rezoning request will have a no impact on public services, such as schools, fire, police, parks and sanitation services. Minutes Special Joint Meeting August 12, 2015 Page 4 of 7 • Compatibility with Existing and Potential Adjacent Land Uses: The subject property is currently surrounded by commercial, multi - family and single family land uses. The Main Street Mixed -Use District (MSMU) will allow for either low intensity commercial or single - family residential. The Comprehensive Land Use Plan identifies this area as Historic Downtown Schertz which is intended to leverage Schertz's history and heritage to create a unique destination with local independent businesses, encouraging the use of existing buildings. The rezoning request appears to have a minimal impact on the public infrastructure, facilities or services and is consistent with the Comprehensive Land Use Plan and compatible with the surrounding land uses. The property was originally built as a single family residence and was later converted into a commercial structure which most recently was occupied by a florist shop. The public hearing notice will be published in "The Daily Commercial Recorder" and the "Herald" for the August 25, 2015 City Council Meeting. There were fifteen (15) notices mailed to surrounding property owners on July 29, 2015. At the time of this meeting, two (2) responses have been received, one response was neutral and one response in favor. Staff recommends approval of the rezoning application as submitted. Ms. Wood distributed copies of the Main Street Mixed Use District to the Commission. Mr. Richmond opened the Public Hearing at 7:57 P.M. There being no one who spoke, Mr. Richmond closed the Public Hearing at 7:58 P.M. Mr. Greenwald said that this property has sat vacant for a long period, and he would like to see something move into it. Mr. Richmond stated that given the Commission's interest in the Main Street Mixed Use District, this rezoning request is a good first step for others to follow. Mr. Glombik moved to forward to City Council with a recommendation for approval. Mr. Braud seconded the motion. Vote was 6 -0. Motion carried. 6. WORKSHOP/DISCUSSION _q4�'v A. Presentation and discussion on requirements to build a single family home on a large tract of land. Mr. James stated that several months ago Commissioner Dahle brought up this question of the process required to build a single family home on a large tract of land. You may remember where an applicant came in to rezone and subdivide a property in several steps which required considerable time. The Commission questioned what we can do to streamline the process and the impact of doing so. Mr. James gave the following presentation: Requirements to Build a Single Family Home on a Large Tract of Land • Potential major requirements applicable to constructing a single family home • Zoning — only the R districts (A -7), MH, MP and GH districts allow for construction of a single family detached dwelling • A rezoning is required for other districts. • City Zoning fees — 0 to 2 acres $650, 2+ to 5 acres $1,000 • This is in addition to costs associated with preparing required documents. • A zoning case can take 3 months for approval Minutes Special Joint Meeting August 12, 2015 Page 5 of 7 • Platting — Section 21.4.16 of the UDC stipulates as a requirement for approval of a building permit that a final plat of the property has been recorded in the appropriate County plat records. • The application fee for a plat is approximately $3,500 in addition to the costs to have a plat prepared. • Platting triggers the requirement to construct public improvement — ROW and easement Dedication, construction of streets, sidewalks, water lines, sewer lines (or septic waiver) and potentially drainage improvements. • A plat can take 3 months for approval and public improvements must be constructed to file. • Building Permit — as with all houses a building permit is required. • Water and sewer meters trigger impact fees. In summary: • Zoning • Platting • Building Permit Options: • Zoning — Amend UDC to allow single family homes in the PRE district. • To allow homes in commercial districts could have significant negative impacts — allowing residences where the land use plan conflicts or where they would be incompatible with surrounding uses • Could waive /reduce zoning fees • Platting — Amend UDC to not require platting for single family homes on properties over a certain size. • This may require the City to have to pay more to acquire ROW and easement later and to fully fund infrastructure costs • May create issues with homes built in floodplain or over easements unless a survey is required. Structures may be built in conflict (over future setback, or on top of future ROW /Easements). • May require next property owner upstream of a sewer line, downstream from a waterline or further down a road segment to bear those costs. Mr. James stated that Staff wants to get a feel for making this process easier and is looking for feedback from the Commission. Mr. Glombik stated that the process is not broken, but the cost is the issue. Mr. Evans stated that there is not a county that doesn't require platting, and he could support a reduction in fees but not a change in the platting process. Mr. Crawford stated that he agrees with Mr. Glombik and Mr. Evans, and if the City wants to have control, Staff should consider a fee structure much less. Discussion continued between the Commission and Staff. Mr. James stated that he is hearing that we need to look at the fees and not give up our platting. Staff will come back in a few weeks and discuss this process again. REQUESTS AND ANNOUNCEMENTS A. Requests by Commissioners to place items on a future Planning and Zoning Agenda. Minutes Special Joint Meeting August 12, 2015 Page 6 of 7 • Mr. Crawford asked when the Thoroughfare Plan will be set up. Mr. James stated that the JLUS has some significant changes for the land south of Randolph, and we are on pause while they figure out what to do. • Mr. Crawford asked about the meeting with GBASA regarding building codes. Mr. James stated that they have talked about getting a list on the codes that GBASA has issues with. B. Announcements by Commissioners. • None. C. Announcements by City Staff. • Ms. Wood stated that AACOG is having a P &Z workshop on August 28, and if anyone is interested in this workshop, please contact Staff. • Ms. Wood stated that she brought everyone a copy of the architectural standards approved by Council. 8. ADJOURNMENT OF THE REGULAR MEETING The meeting adjourned at 8:47P.M. Chairman, Minutes Special Joint Meeting August 12, 2015 Page 7 of 7 ording Secretary, City of Schertz PLANNING AND ZONING MINUTES August 26, 2015 A Regular Meeting was held by the Planning and Zoning Commission on August 26, 2015 at the Municipal Complex, Council Chambers, 1400 Schertz Parkway Building #4, Schertz, Texas. PLANNING & ZONING COMMISSION David Richmond, Chairman Ernie Evans, Vice - Chairman Ken Greenwald Bert Crawford, Jr. Richard Braud COMMISSIONERS ABSENT Christian Glombik Michael Dahle 1. CALL TO ORDER/ROLL CALL CITY STAFF Brian James, Executive Director Development Lesa Wood, Senior Planner Bryce Cox, Planner I Patti White, Executive Asst. Development OTHERS PRESENT Matthew Cosgrove, 5408 N. Graytown Road Chad James, Bury Partners Mr. Richmond called the meeting to order at 6:00 P.M. 2. ELECTION OF CHAIRMAN AND VICE CHAIRMAN Mr. Richmond suggested that since all Commissioners were not in attendance, that they could conduct a nomination process for Chairman and Vice Chairman at this meeting. Mr. Greenwald stated that the voting of the election should be held at the next meeting. Mr. Greenwald nominated Mr. Richmond as Chairman. Mr. Braud seconded the nomination. Mr. Crawford nominated Mr. Evans as Vice Chairman. Mr. Greenwald seconded the nomination. Mr. Richmond asked Staff to put the election as an agenda item to consider and elect at their next meeting. 3. HEARING OF RESIDENTS • Matt Cosgrove, 5408 N. Graytown Road, spoke on requesting a sewer waiver on his property tonight, and stated that at a previous P &Z meeting he misunderstood Commission comments on foundation issues and the rules in place. He now understands the City's intent. • Robert Brockman, 1000 Elbel, asked if Item 4 will go to City Council and does P &Z have the authority to give them a waiver. Mr. Richmond stated that they do have the authority. 4. ITEMS FOR INDIVIDUAL CONSIDERATION A. Consider and act upon a request for approval of a waiver regarding an on -site sewage facility for The Reserve at Schertz Subdivision Unit 4, an approximately 31 acre tract of land located at 5408 N. Graytown Road. Mr. Cox presented this item by stating that the Applicant is requesting a waiver for The Reserve at Minutes P &Z Meeting August 26, 2015 Page 1 of 4 Schertz Unit 4 to install a privately owned On -Site Sewage Facility (OSSF) on an approximately 31 acre tract of land to serve one (1) single family residential home. The subject property is zoned Single - Family Residential/ Agricultural (R -A). The subject property is located north of IH 10 at 5408 N. Graytown Road in the City of Schertz. The property is undeveloped and is shown on the approved Reserve at Schertz Master Plan as one (1) single family residential lot. The property is not platted. The site is located within the San Antonio River Authority (SARA) Certificate of Convenience and Necessity (CCN). The applicant is requesting a waiver to the required connection to a public waste water system to allow a privately owned on -site sewage facility to serve the subject property because of the lengthy distance to the nearest sewer line and costs associated with building and connecting to that line. The closest sewer connection to the subject property will be approximately 1,600 feet south of the intersection of Graytown Road and Boenig Drive. This segment of sewer line is currently under construction and nearing completion. The sewer line would need to be extended approximately 2,600 feet along Graytown Road to reach the subject property. Due to elevation differences along Graytown Road, a lift pump station would need to be added across from the subject property. The Project Engineer estimates that it will cost $140,300 to extend the sewer main from its proposed location to the subject property and construct the lift station. This waiver request has been reviewed with no objections by Public Works, Engineering and Planning Departments. Staff recommends approval of the waiver based on the distance to the sewer connection. Mr. Cox stated that this is waiver request which is processed with plats for a subdivision, and this is a not a zoning request. Mr. Crawford stated that the Commission has concerns about septic and it is a discretionary item. Mr. Cosgrove, the Applicant, stated that he didn't understand the steps before, and he now has a better understanding of the whole picture and the process. Mr. Crawford asked where he was going to build his house. Mr. Cosgrove showed the location on the map, and his plan was to build a more extensive house. Now he is planning on a manufactured home. Ms. Wood clarified that Mr. Cosgrove is planning on a modular home which is allowed, and not a manufactured home. Mr. Greenwald stated that this is for one septic for one house. Mr. Crawford motioned to approve this item as presented. Mr. Greenwald seconded the motion. Vote was 5 -0. Motion carried. 5. WORKSHOP /DISCUSSION A. Public Hearing and discussion on deferral of all public improvements. Ms. Wood gave a presentation with the following points: • The UDC requires construction plans to be approved prior to approval of the final plat, and that the construction and acceptance of public improvements (streets, water, sewer, some drainage) occur prior to filing the plat. • Per Section 21.4.15 E 2 "The property owner or applicant may request to defer the obligation to construct and install one (1) or more public improvements to serve the subdivision until after the final plat recordation. The request shall be submitted with an application for preliminary plat approval to provide fair notice of the intent of the developer. Deferral of the obligation to install public improvements shall be conditioned on the execution of a subdivision improvement agreement and sufficient surety to secure the obligation defined in the Minutes P &Z Meeting August 26, 2015 Page 2 of 4 agreement." • Section 21.4.15 goes on to require public improvements to be completed within 2 years of the filing of the final plat. • It also provides requirements for the provisions to be included in the public improvement agreement, which are approved by staff, such as the filing of the document to run with the land to inform future buyers of the existence of the agreement, the type and amount of the surety (125% of the estimated cost of the improvements), remedies for failure to perform, etc. • While this provision exists in the UDC, the City has only generally entered into these agreements to allow the developer to construct the public improvements in conjunction with site development (for example CST) or to allow the plat to filed when only a few minor items still need to be completed (finishing constructing sidewalks or screening walls). • Community Facility agreements have not typically been done to simply allow deferral of the improvements in order to file the plat. • Filing of the plat is needed to sell a portion of a property (when platting is required). This requires the buyer or seller to install the improvements before the sale may occur. Developers have approached the City to allow the public improvements to be deferred to allow a sale to occur. • Staff is seeking direction from P &Z and City Council on allowing Community Facility agreements to allow a sale to occur and not in conjunction with development of the property. • A few things to keep in mind: • Staff time and cost to draft and manage the agreements. • Staff time and cost to obtain surety and construct the improvement in the event of a default. Staff is requesting your feedback and will forward this item to City Council and have the same conversation with them. Mr. Richmond opened the Public Hearing at 6:26 P.M. • Mr. Chad James, Bury Partners, 3110 Thousand Oaks Drive, San Antonio, is working with the Ripps Subdivision, and they are asking for deferral of public infrastructure. His client has agreed to provide the public improvements, but wants to sell a few lots of the property prior to installing the public improvements. • Robert Brockman, 1000 Elbel Road, spoke on Fairway Manor and Live Oak Hills. Mr. Richmond closed the Public Hearing at 6:29 P.M. Mr. Crawford asked if this is more for commercial than residential property. Ms. Wood stated that it is Staff s recommendation, but Staff is open to recommendations. Mr. James stated that we have had requests from single family developers. Ms. Wood stated that it is not the City's preference. Mr. Richmond asked if there had been previous commercial requests. Ms. Wood stated that there have been a few where we have said no, but the requests are getting more frequent. Staff wanted to see if the Commission would agree to a request if everything is ready to go and the developer is ready to pull the building permit. Mr. Greenwald stated that he cannot agree to have a developer who wants to wait a year or to allow the taxpayers to pay the bill. Discussion continued between the Commission and Staff. No action required. Minutes P &Z Meeting August 26, 2015 Page 3 of 4 6. REQUESTS AND ANNOUNCEMENTS A. Requests by Commissioners to place items on a future Planning and Zoning Agenda. Mr. Braud asked for a presentation on the tree mitigation program. Mr. Braud asked for a meeting for P &Z to review the plans of JLUS. Mr. Richmond asked if Dr. Gibson of SCUCISD could give the Commission an update on enrollment as he did before. Mr. James stated that this could be timed after the school district's next quarterly demographics report. B. Announcements by Commissioners. • None. C. Announcements by City Staff. • Mr. James stated that City Council had tabled the building codes ordinance, and Staff would be planning a joint workshop with P &Z, City Council and the builders group with a date and time to be announced soon. • Ms. White stated that she would hand out APA itineraries for the Commission at the September 23, 2015 meeting. 7. ADJOURNMENT OF THE REGULAR MEETING The meeting adjourned at 7:11 P.M. Chairman, Planning and Zoning Commission Recording Secretary, City of Schertz Minutes P &Z Meeting August 26, 2015 Page 4 of 4 COMMUNITY SCHIERTZ oP OPPORTUNITY PLANNING AND ZONING COMMISSION MEETING: September 23, 2015 Public Hearing Agenda Item — 6A TO: PREPARED BY: CASE: Planning and Zoning Commission Lesa Wood, Senior Planner ZC2015 -006 — 805 Main Street - Zoning SUBJECT: Hold a public hearing, consider and make a recommendation to City Council on a request to rezone 805 Main Street, approximately 1 acre of land, from Single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU). GENERAL INFORMATION: Owner/ Applicant: Steven White APPLICATION SUBMITTAL DATE: August 24, 2015 (Original Application) PUBLIC NOTICE: Fifteen (15) public hearing notices were mailed to surrounding property owners within two hundred (200) feet of the subject property on September 11, 2015. At the time of this staff report one (1) response in favor of the request has been received. At the time of the staff report one (1) notice was received in favor of the request. ITEM SUMMARY: The applicant is proposing to rezone approximately 1 acre of land from Single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU). The property is located at 805 Main Street. The site has an existing apartment building and a one story residence that are currently occupied. LAND USES AND ZONING: Vacant Commercial Land Use Land Use Exchange Avenue Single Family_ Main Street Residential /Commercial Single Family Vacant Commercial Pfeil Street Multi - Family - Schertz Housi Zoning Single-Family Residential District - 2 (R -2) Existing Proposed Main Street Mixed Use District (MSMU) Adjacent Properties: Zoning North Right -of -way Single- Family Residential District - 2 (R -2) South Right -of -way General Business (GB) East Single - Family Residential District - 2 (R -2) Main Street Mixed Use (MSMU) West Right -of -way Sinqle - Familv Residential District - 2 (R -2) Vacant Commercial Land Use Land Use Exchange Avenue Single Family_ Main Street Residential /Commercial Single Family Vacant Commercial Pfeil Street Multi - Family - Schertz Housi PLATTING STATUS: The subject property is not platted. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The Sector Plan amendment to the Comprehensive Land Use Plan (CLUP) designates the subject property as part of Historic Downtown Schertz. The objectives for Historic Downtown Schertz are to leverage Schertz's history and heritage to create a unique destination with local independent businesses, encouraging the use of existing buildings. The Main Street Mixed -Use District (MSMU) was created to help achieve these objectives. The Main Street Mixed -Use District (MSMU) is intended to provide a base zoning district to the area along Main Street. In light of the history of the area and variety of land uses that exist, this zoning district allows for both single - family residential uses and low intensity commercial uses. Reduced setbacks and parking requirements are provided as part of this district due to physical constraints. • Comprehensive Plan Goals and Objectives: The proposed rezoning request is generally in conformance with the goals and objectives of the Comprehensive Plan. In particular, the proposed zone change will provide for either single family or low intensity commercial occupancy. • Impact of Infrastructure: The proposed rezoning request should have a minimal impact on the existing water and wastewater systems. • Impact of Public Facilities /Services: The proposed rezoning request will have a no impact on public services, such as schools, fire, police, parks and sanitation services. • Compatibility with Existing and Potential Adjacent Land Uses: The subject property is currently surrounded by commercial, multi - family and single family land uses. The Main Street Mixed -Use District (MSMU) will allow for either low intensity commercial or single - family residential. STAFF ANALYSIS AND RECOMMENDATION: The Comprehensive Land Use Plan identifies this area as Historic Downtown Schertz which is intended to leverage Schertz's history and heritage to create a unique destination with local independent businesses, encouraging the use of existing buildings. The rezoning request appears to have a minimal impact on the public infrastructure, facilities or services and is consistent with the Comprehensive Land Use Plan and compatible with the surrounding land uses. The applicant is proposing to rezone the property for the current single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU), to allow for low intensity commercial land uses that are permitted in the Main Street Mixed Use District (MSMU). The property was originally built as a Hospital and is currently occupied as an Apartment Building and a one story residence. If the rezoning is granted, the land use of apartments will be considered an existing conforming use and subject to the restrictions identified in UDC Article 7 Nonconforming Uses, Lots and Structures. The use of apartments may continue to be used, operated and occupied until which time the use has been abandoned. Based on the Comprehensive Land Use Plan and surrounding land uses the Main Street Mixed Use District (MSMU) is the most appropriate zoning district for this tract of land. Staff recommends approval of the rezoning application as submitted. 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 making a recommendation to City Council on the propose zoning application. In considering action on a zoning application, the Commission should consider the criteria within UDC, Section 21.5.4 D. Attachments: Public Hearing Notice Map Public Hearing Responses Property Survey ,U0.1EcT TO RECORDED RESTRICTIVE COVENANTS AND /OR EASEMENTS AS kl.LOWO: VOI.. _ __.____,PA( = "' flEDDRDS VOL, = ,PAGE_ —_, -- _RECORDS VOL. Nq ;1110.1, RECCA S45'00'OQ'W AS MEASURED IN FIELD X PARKED N1RE QSMOOTH WIRE I / WOOD�FENCI' �uO.DD• RECORD INFORMATION 100,00 o IRON FENCE jQCHAJN LINK FENC —WATER Fl0_W_ N0'rl:.; N10'00'00 "E 198,1Q1 WAS USED AS 'tilt: REFT_RENCE BEARING FOR THIS SURVEY, A110 2' IRON c�r� D FOUND CONC, WA HOUS ups$ VOL, 1445 PC, 392 DEED RECORDS CURB 6000ap [- =•90'00'04" Rcc IRON R= 15.004`90 WOW >� Oa . POINT W BEGINNING •1 /2" n2DN 1 -ST RY RESIDENCE p EL ... ..... c ..... . REV�SION GATE; 66 ROD SET CONC. \ WOOD , SHED CURB Nt.E 0.9Q0 ACRES ok �\ Z BRICK OPATIO \�$o PQwr. ) �. Y VOL, 1068 P(;, 103 a++ {� woon DECK DEED RECORDS AS A.T 00 C �� tb. Of 71 WOOD p_ DECK CONC. WALK W /CONNCE 1/2" ON CO NC. CURB 1q D SE HIRE WA C, *� 1/2" IR ROD \ET�6� [- =•90'00'04" Rcc IRON R= 15.004`90 WOW R■ 16.00 L- 23.58 L-is o0 TRD BE04 CHORD BEAR; N78'00'00 "W 0,969 ACRES OUT OF THE G. MALPAZ ORIGINAL. SURVEY NQ.57 D 30 _T__..... -- ..,_.._....... 1, A REGIRlEriED PROFESSIONAL LAND SURVEYOR IN THE STATE OF _.... tjXA% 0..0 HEREBY CERTIFY THAT ... ..... c ..... . REV�SION GATE; THE ABOV}: PLAT IS TRUE AND CORRECT AOCORDINd TO AN AC1llAl RVEYIMADE ON THE OROUND 1/24/07 UNDER MY SUPCRVISION, OF THE PROPERTY DESCRIBED HEREON, I FU) THER CERTIFY THAT ENCROACHMENTS EASEME'N'T.; AND RIM IT -OF -WAYS VISIBLE ON. SITE ARE SHOWN HEREON. SEiFBACKS AND EASEMENTS iH(>WN ARE PROM RECORDED COUNTY DOCUMENT RECORDS. MUNICIP L RESTRICTIONS ARE NOT SHOM. COPYRIOHT(9 20TI STEPHEN O, COOK ENOINEERINO, INC, &L RIOHTS RESERVED SIEPIIEN S. GOOK, SLACK - -- - __ _vn uME 1;24 PAGE 593 = 395 of: )HE 1ZEFD RECORDS OF Q COUNTY/�TEXAS WTNE95 MY HAND AND SEAL THIS _— DAY OF VARY. —_.., ZD 0 7 uu�Elz.__,- PiCTCKI J, VENTURES LLC ADDRESS_._.•_ 805 MAIN 5T, _-OF NO j, 275 —SA40 �- STCPHF;N n. COOK, INC. JOB N0. 9 ? �? "r1 ARAWN BH_ A:_pISK:SrAIi RV. BY SGC 12000 STARCREST, SUITE 107 STEPHEN 0. COOK EN INEENINC, INC, SAN ANTONIO, TEXAS 7824.7 -4117 REGISTERED LANG SURVEYORS 210/4EI1 -2533 * FAX:210/4B1 -215D WWW.SGCE•NET -=1?3an O J � 3 A, Ass =a' _ -e5e f�i a 0 16ZI1� r rd �9 \��' A ?p SOS • � A�Wp ' `\ \\ a D 'PA -0 i En c9 N O ` _x rh OD al o cn mmo cn Z ' s N CD cn r N Ngo O IPA C7 En 3g ��nn a- s r I' O S' Woo N V o W N D 0 ,A j3b„ m m N N Z I A N 3 V Z w Z N f]7 N y V� C Nn NZO N (n m \ O � mr3 o Z W O o C o > Q > f�� v (D N ,1 N ✓p521�.'1 ctn �} ' 1,QAE � m SCHIJERTZ I SERVICE TUNITY NOTICE OF PUBLIC HEARING September 11, 2015 Dear Property Owner, DEVELOPMENT SERVI PLANNING DEPARTM The Schertz Planning and Zoning Commission will conduct a public hearing on Wednesday, September 23, 2015 at 6:00 p•m• located at the Municipal Complex Council Chambers, 1400 Schertz Parkway, Building #4, Schertz, Teas to consider and make recommendation on the following item: ZC2015 -006 — A request to rezone 805 Main Street, approximately 1 acre of land, from Single - Family Residential District -2 (R -2) to Main Street Mixed Use District (MSMU). Because you are a property owner adjacent to the proposed change, the Planning and Zoning Commission would like to hear how you feel about this request and invites you to attend the public hearing. This form is used to calculate the percentage of landowners that support and oppose the request. You may return the reply form below prior to the first public hearing date by mail or personal delivery to Lesa Wood, Senior Planner, 1400 Schertz Parkway, Schertz, Texas 78154, by fax (210) 619 -1789, or by e -mail Iwood(a,schertz.com Sincerely, &' wp°'- Lesa Wood Senior Planner Reply Form I am: in favor of opposed to ❑ neutral to ❑ the request for ZC2015.006 COMMENTS: NAME: o SIGNATU (P ASE PRINT) STREET ADDRESS: 9 l -0 I'''t it /A) S7-- DATE: `j�� %S PHONE: —.5-12— 2— Cl z % 0 6 c) REC'EI'VED SEP 1 S 2015 1400 Schertz Parkway Schertz, Texas 78154 210.619.1000 Schell SCHIERT Z OCOMMUTY PPORTUNITY PLANNING AND ZONING COMMISSION MEETING: September 23, 2015 Public Hearing Agenda Item — 613 TO: PREPARED BY CASE: Planning and Zoning Commission Lesa Wood, Senior Planner SUP2015 -001 Mark Roberts Subdivision II, Lot 5, Block 1 — Specific Use Permit PC2015 -026 Mark Roberts Subdivision II, Lot 5, Block 1 - Site Plan SUBJECT: Hold a public hearing, consider and make a recommendation to City Council on a request for a Specific Use Permit to allow an Automotive Repair and Service, Major at 1000 FM 3009. The property is more specifically described as Lot 5, Block 1 of the Mark Roberts II Subdivision; City of Schertz, Guadalupe County, Texas; located approximately 235 feet from the intersection of FM 3009 and Silvertree Blvd. GENERAL INFORMATION: Owner /Applicant: Roberts Properties, Inc., Mark Roberts Project Engineer: Dye Enterprises, Scott Dye APPLICATION SUBMITTAL DATE: July 15, 2013 August 27, 2015 September 16, 2015 September 17, 2015 (Original Application) (Revised Submittal) (Revised Submittal) (Revised Submittal) PUBLIC NOTICE: Twenty -four (24) public hearing notices were mailed to surrounding property owners within two hundred (200) feet of the subject property on September 11, 2015. At the time of this staff report four (4) responses have been received; two (2) responses neutral and two (2) responses opposed to the request. ITEM SUMMARY: The applicant is requesting a Specific Use Permit to allow the use of Automobile Repair and Service, Major at 1000 FM 3009, which is located approximately 235 feet south of the FM 3009 and Silvertree Blvd. intersection. The proposed development includes a 5,880 square foot building that includes office space, eight (8) service bays and a canopy. The subject property is currently zoned General Business (GB). LAND USES: Adjacent Properties: Land Use Dental Office Nursing Home Silvertree Blvd. Silvertree Subdivision FM 3009 Greenfield Village Zoning North General Business (GB) South General Business (GB) East Right -of -way Single Family Residential (R -2) West Right -of -way Single Family Residential (GH) Land Use Dental Office Nursing Home Silvertree Blvd. Silvertree Subdivision FM 3009 Greenfield Village CONDITIONS OF THE REQUESTED SPECIFIC USE PERMIT: The proposed Automobile Repair and Service, Major will be subject to provisions of the Unified Development Code (Ordinance 11 -S -15, as amended). Additionally, the Specific Use Permit will be conditioned upon the following occurring: a) A building permit has been approved within one year of the adoption of the Specific Use Permit ordinance; and b) The use has begun operation within two years of the issuance of the necessary building permit. IMPACT ON EXISTING ADJACENT DEVELOPMENT: The subject property is adjacent to the Silvertree Subdivision to the East; Guadalupe River Nursing & Rehabilitation to the south; FM 30091Greenfield Village Subdivision to the west and Kids Dental to the north. The comprehensive land use plan identifies this area as multi - family residential which is intended for apartment buildings, assisted living facilities and low intensity commercial uses. This property is zoned General Business (GB) which is intended to provide suitable areas for development of non - residential uses which offer a wide variety of retail and service establishments oriented toward service the overall needs of the entire community. The proposed land use is compatible with the existing commercial land uses in the area from ( Silvertree Blvd. to Borgfeld Rd.) which include a daycare; medical offices; convenience store with gas pumps; automobile repair; and a carwash. SITE PLAN: The applicant is proposing to construct a 5,880 square foot building with a detached canopy on approximately 1 acre of land. • Architectural Standards: Section 21.9.5 Exterior construction and Design standards requires all non- residential buildings to meet the minimum masonry requirements, fagade articulations and percentage of windows and doors. The proposed building elevations comply with the Exterior Construction and Design standard. The building and canopy will be constructed of 100% stone and stucco with the front fagade consisting of 30% windows and doors. • Parking: The site has thirty one (31) parking spaces of which two (2) spaces are designated as handicap parking which exceeds the minimum parking standards for the proposed use by one (1). • Screening requirements: The site has satisfied the minimum requirements for screening adjacent to or separated by a local street from a lot zoned residential by installing an 8' masonry fence. Additionally, the trash receptacle will be constructed of masonry with metal gates that meets the minimum screening requirements. • Lighting and glare standards: The applicant will be responsible for complying with Section 21.9.11 Lighting and Glare standards at the time of building permit. A note has been placed on the site plan. • Landscaping: The UDC requires that non - residential development adjacent to right -of -way requires a landscape buffer. A total of eleven (11) new shade trees will be planted on the lot; trees will be planted along the FM 3009 right -of -way at a ratio of one (1) tree per twenty (20) feet and along Silvertree Blvd. (adjacent to residential) at a ratio of one (1) tree per thirty (30) linear feet. Shrub screening will be planted adjacent to all vehicle use areas along FM 3009 as well as along the masonry fence on Silvertree Blvd. The remaining landscaped area will be grass sod. All landscaping will be watered by an automatic irrigation system. • Access and circulation: The site is accessed through two driveways, one shared driveway on FM 3009 and the other on Silvertree Blvd. Two (2) fire lanes have been provided to provide emergency vehicle access. The existing shared driveway on FM -3009, shown on the site plan, was approved by TxDOT and constructed with the adjacent Kid Dental. 2 Utilities and Drainage: The site will be served by Schertz water and sewer, GVEC, Center Point Energy, AT &T, and Time Warner. This site will drain into an on -site detention pond areas. STAFF ANALYSIS AND RECOMMENDATION: Staff recommends approval of the Specific Use Permit to allow the use of Automobile Repair and Service, Major conditioned upon the following occurring: a) A building permit has been approved within one year of the adoption of the Specific Use Permit ordinance; and b) The use has begun operation within two years of the issuance of the necessary building permit. Planning Department Recommendation Approve as submitted X Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is making a recommendation to City Council on the propose zoning application. In considering action on a Specific Use Permit application, the Commission should consider the criteria within UDC, Section 21.5.11 D. Attachments: Aerial (Maps) Exhibits l CURVE TABLE WV0 EXISTING WATER VALVE EXISTING SIGN GV® EXISTING GAS VALVE CURVE RADIUS 0 '1 CITY OF DELTA CHDL CHDB PN�o`NPQ c'�y CIBOLO 124.43' 62.22' LEGEND �P S1 2'31'48 "E C2 326.59' 98.62' 49.69' 17 °18'07" 98.25' O.P.R. OFFICIAL PUBLIC RECORDS OF o a /I lZ 10' � GUADALUPE COUNTY O AUTO AIR EX R ROOF REA [y D. R. DEED RECORDS OF GUADALUPE COUNTY CC, Y °� w P.R. PLAT RECORDS OF GUADALUPE COUNTY w 5' CONCRETE SIDEWALK vi O OF B.S.L. BUILDING SETBACK LINE / ^ �T EXISTING TELEPHONE PEDESTAL a 7' CONCRETE O p��-NF PAVEMENT UT EXISTING UNDERGROUND TELEPHONE O NJ Pyy ` BoRGFE` RO �zz / 9 �2PT t �JN0 BENCHMARK CITY OF N O w �O G WM 12 SCHERTZ ��0��02s�� -- X EXISTING FENCE m 25' m 20 2 -29" PIPES WV / EARTHEN DETENTION CO �`O2� P°° E `~ `/y 0 10 20 40 9 EXISTING SANITARY SEWER MANHOLE ti12 g ° o C.O. EXISTING SANITARY SEWER CLEANOUT .per vP i m -- Z -- m Z EXISTING STORM DRAIN MANHOLE O �N�VOYJP'(5 �p P� J �8 SCALE: 1 = 20 PEE P'F� C,y `pZO,F ® —710— — EXISTING CONTOUR v� Nam G�'C�yS 1 pOG VALLEY ` , O 1 _ - EXISTING LIGHT POLE LOCATION MAP U U NOT TO SCALE EXISTING FIRE HYDRANT AV N WP EXISTING GAS LINE WARNING PIPE EXISTING CONCRETE EXISTING CONCRETE CURB TRAFFIC FLOW ARROW PROPOSED CONCRETE PROPOSED CONCRETE CURB PROPOSED SIGN / PROPOSED CONCRETE WHEEL STOP / 0 PROPOSED FENCE / SS PROPOSED SANITARY SEWER LINE / CO • PROPOSED SANITARY SEWER CLEANOUT / W PROPOSED POTABLE WATER LINE 4 v WV a.. 4 v v a 25' ING SS /EGRESS ESM'T 66 4, .4 7/525 f3.R_ ` a a 4 / a L/ FIND. L"X' -. a v v — — o cc 262,// a IN CON C. a 5' CONCRETE O � g //� / a d SIDEWALK 3" OAK �A / 0 v // , c • 5' UTILITY E T 4j- <; a o /. /. a/ N 7 P.R. 3'R. ., 65'R. 12 SIDEWALK ��- 25'111G ESS /EG�ESS ESN 25,R ONE WAY CANOPY lir- o O BRIDGE 7/525 R. f 50'R. 1 CURVE TABLE WV0 EXISTING WATER VALVE EXISTING SIGN GV® EXISTING GAS VALVE CURVE RADIUS LENGTH TANGENT DELTA CHDL CHDB Cl 2804.79' 124.43' 62.22' 2 °32'31" 124.42' S1 2'31'48 "E C2 326.59' 98.62' 49.69' 17 °18'07" 98.25' N49-44'.-)9"W AV N WP EXISTING GAS LINE WARNING PIPE EXISTING CONCRETE EXISTING CONCRETE CURB TRAFFIC FLOW ARROW PROPOSED CONCRETE PROPOSED CONCRETE CURB PROPOSED SIGN / PROPOSED CONCRETE WHEEL STOP / 0 PROPOSED FENCE / SS PROPOSED SANITARY SEWER LINE / CO • PROPOSED SANITARY SEWER CLEANOUT / W PROPOSED POTABLE WATER LINE 4 v WV a.. 4 v v a 25' ING SS /EGRESS ESM'T 66 4, .4 7/525 f3.R_ ` a a 4 / a L/ FIND. L"X' -. a v v — — o cc 262,// a IN CON C. a 5' CONCRETE O � g //� / a d SIDEWALK 3" OAK �A / 0 v // , c • 5' UTILITY E T 4j- <; a o /. /. a/ N 7 P.R. 3'R. ., 65'R. 12 SIDEWALK ��- 25'111G ESS /EG�ESS ESN 25,R ONE WAY CANOPY lir- o O BRIDGE 7/525 R. f 50'R. 1 / TBM #1 Q / TXDOT MONUMENT / / ON HEADWALL / ELEV.= 712.01 ®GV —20 "HPGAS— — WP P / N1/2" / 5" TREE D. STEEL REBAR W/ CAP 5" TREE MARKED "VICKERY" 4 -SIDED DROP INLET ZGRATE INLET — — — N 0 N PGAS 15l \'Iffy_ —�Wp 5" TREE \_4' X 4' GRATE INLET CONCRETE PAVEMENT OWNER /APPLICANT: ROBERTS PROPERTIES, INC. 1205 BORGFELD ROAD SCHERTZ, TEXAS 78154 (210) 316 -2573 GENERAL NOTES: 1. ACCORDING TO FLOOD INSURANCE RATE MAP PANEL 48187CO210F, DATED NOVEMBER 2, 2007, THE PROPERTY IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 2. BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION PROVIDED BY DYE ENTERPRISES. 3. UTILITIES SHOWN ARE PER FIELD LOCATES PROVIDED BY THE UTILITY COMPANIES AND THE CITY OF SCHERTZ. LOT 6 BLOCK 1 1.061 ACRES ZONING: GB CURRENT USE: DENTAL CLINIC 15' UTILITY EASEMENT 7/525 P.R. 3" OAK / 2.5" OAK N59° 0 N CONCRETE CURB 0 10' 4" PARKING — STRIPE (TYP.) TYPICAL PARKING SPACE N.T.S. 2" OAK t —UE —UE�. 2.5" OAK 2.5" OAK - 342.30' T 22 _ 9 CONCRETERCEPTOR CHANNEL TE IN :::::4 (TYP.) O — 2'R OUGHT FIRE LANE WR IRON FENCE ONE WAY N CONCRETE PAVEMENT Ln mw 5' CONCRETE SIDEWALK CITY OF SCHERTZ NOTES: 1. ALL SITE LIGHTING WILL COMPLY WITH ALL THE LIGHTING AND GLARE STANDARDS ACCORDING TO SECTION 21.9.11 AND WILL BE SUBMITTED TO THE CITY FOR REVIEW AT THE TIME THE BUILDING PERMIT APPLICATION IS APPLIED FOR. 2. ALL GREEN SPACE AND LANDSCAPING WILL BE MAINTAINED BY AUTOMATIC WATERING SYSTEM (REF: UDC SEC. 21.9.7.C.8) 3. ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT TIME OF SIGN PERMIT. SITE DATA SUMMARY TABLE ZONING: -- 10' GB- GENERAL BUSINESS PROPOSED USE: AUTOMOBILE REPAIR & SERVICE, MAJOR BUILDING AREA (GROSS S.F.): 5,880 S.F. BUILDING HEIGHT (FEET AND NUMBER OF STORIES): 23' -6" F.F. TO TOP OF ROOF, 1 STORY SQUARE FOOTAGE OF IMPERVIOUS SURFACE: 27,675 S.F / 63.60% (INCL. BLDG.) TOTAL PARKING (REQUIRED /PROVIDED): 30 REQ. / 31 PROVIDED /� OF HANDICAP SPACES (REQUIRED /PROVIDED): 4.8'R. w �¢H ¢oz RE 35.0' G D a /I lZ 10' � o w � AUTO AIR EX R ROOF REA O CO w 140.3' w 5' CONCRETE SIDEWALK vi O OF / ^ � CONCRETE a 7' CONCRETE WIM / c°/ PAVEMENT ° SIDEWALK �zz / WM 12 20 :2 m 25' m 20 2 -29" PIPES WV / EARTHEN DETENTION ° a O O y D / v POND ° \ - - — — — -- m -- Z -- m Z -- ° / TBM #1 Q / TXDOT MONUMENT / / ON HEADWALL / ELEV.= 712.01 ®GV —20 "HPGAS— — WP P / N1/2" / 5" TREE D. STEEL REBAR W/ CAP 5" TREE MARKED "VICKERY" 4 -SIDED DROP INLET ZGRATE INLET — — — N 0 N PGAS 15l \'Iffy_ —�Wp 5" TREE \_4' X 4' GRATE INLET CONCRETE PAVEMENT OWNER /APPLICANT: ROBERTS PROPERTIES, INC. 1205 BORGFELD ROAD SCHERTZ, TEXAS 78154 (210) 316 -2573 GENERAL NOTES: 1. ACCORDING TO FLOOD INSURANCE RATE MAP PANEL 48187CO210F, DATED NOVEMBER 2, 2007, THE PROPERTY IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 2. BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION PROVIDED BY DYE ENTERPRISES. 3. UTILITIES SHOWN ARE PER FIELD LOCATES PROVIDED BY THE UTILITY COMPANIES AND THE CITY OF SCHERTZ. LOT 6 BLOCK 1 1.061 ACRES ZONING: GB CURRENT USE: DENTAL CLINIC 15' UTILITY EASEMENT 7/525 P.R. 3" OAK / 2.5" OAK N59° 0 N CONCRETE CURB 0 10' 4" PARKING — STRIPE (TYP.) TYPICAL PARKING SPACE N.T.S. 2" OAK t —UE —UE�. 2.5" OAK 2.5" OAK - 342.30' T 22 _ 9 CONCRETERCEPTOR CHANNEL TE IN :::::4 (TYP.) O — 2'R OUGHT FIRE LANE WR IRON FENCE ONE WAY N CONCRETE PAVEMENT Ln mw 5' CONCRETE SIDEWALK CITY OF SCHERTZ NOTES: 1. ALL SITE LIGHTING WILL COMPLY WITH ALL THE LIGHTING AND GLARE STANDARDS ACCORDING TO SECTION 21.9.11 AND WILL BE SUBMITTED TO THE CITY FOR REVIEW AT THE TIME THE BUILDING PERMIT APPLICATION IS APPLIED FOR. 2. ALL GREEN SPACE AND LANDSCAPING WILL BE MAINTAINED BY AUTOMATIC WATERING SYSTEM (REF: UDC SEC. 21.9.7.C.8) 3. ALL SIGNS WILL COMPLY WITH THE CITY OF SCHERTZ UNIFIED DEVELOPMENT CODE AT TIME OF SIGN PERMIT. 2.5" OAK 2" OAK C.O. _ t CO 5" OAK 6 SS C.O. UE SINGLE FAMILY RESIDENCE ZONED: (R -2) SINGLE FAMILY DWELLING LOT 27, BLOCK 2 SILVERTREE PARK #1 SUBDIVISION 01. \ C) ol \ na �a FND. 1/2" STEEL REBAR \ FENCECRETE \ SCREENING WALL AT 8' HEIGHT �\ o N i cs •v- o�_ co ONE WAY 0 L U-1 cli (n 173 �- D o SITE DATA SUMMARY TABLE ZONING: -- 10' GB- GENERAL BUSINESS PROPOSED USE: AUTOMOBILE REPAIR & SERVICE, MAJOR BUILDING AREA (GROSS S.F.): 5,880 S.F. BUILDING HEIGHT (FEET AND NUMBER OF STORIES): 23' -6" F.F. TO TOP OF ROOF, 1 STORY SQUARE FOOTAGE OF IMPERVIOUS SURFACE: 27,675 S.F / 63.60% (INCL. BLDG.) TOTAL PARKING (REQUIRED /PROVIDED): 30 REQ. / 31 PROVIDED NUMBER OF HANDICAP SPACES (REQUIRED /PROVIDED): 2 REQ. / 2 PROVIDED 2.5" OAK 2" OAK C.O. _ t CO 5" OAK 6 SS C.O. UE SINGLE FAMILY RESIDENCE ZONED: (R -2) SINGLE FAMILY DWELLING LOT 27, BLOCK 2 SILVERTREE PARK #1 SUBDIVISION 01. \ C) ol \ na �a FND. 1/2" STEEL REBAR \ FENCECRETE \ SCREENING WALL AT 8' HEIGHT �\ o N i cs •v- o�_ co ONE WAY 0 L U-1 cli (n 173 �- D o METAL GATES. DETENTION POND LOT 5, BLOCK 1 DE I WALL AT 8' 60' MARK ROBERTS SUBDIVISION III HEIGHT AUTOMOTIVE REPAIR BUILDING 7/525 P.R. 0 (5,880 SF GROSS BUILDING AREA) (0.999 ACRES) 0 10' _ n, O CONCRETE OR MSU n (TYP.) ° 3 BLOCK WALLS (TYP.) ° 42.1' 1000 F.M. 3009 —20 "HPGAS- 0 W -- — S58 °49'20 "W - 401.53' GUADALUPE RIVER NURSING AND REHABILITATION SUBDIVISION 4.884 ACRES LOT 4, BLOCK 1 6/777 P.R. ZONING: GB CURRENT USE: NURSING HOME 5.3' 17 N cn N Cl WROUGHT IRON FENCE — OWP - --� -20 "HPGAS 50' UNITED GAS PIPELINE 256/123 D.R. CONCRETE PAVEMENT TBM #2 CHISELED SQUARE IN CONCRETE ELEV.= 707.49 ° � Q -- 10' w -- 10' -- 10' W -- 10' (4 0 -- 10' O -- 10' NI FIRE 10' ° LANE 10' No W/ CAP 2.3' 1.2' 'f-MASONRY RDUMPSTER ENCLOSURE WALL AT 8' HEIGHT WITH SOLID 0 LOW FLOW \ CHA EL IF 1 NIECE SARY 1 10 GVEC L \ LECTRIC ESM'T. N 44/351 O.P.R. FENCECRETE SCREENING z w w w �¢H ¢oz RE ERI D H�� 10' � o w � AUTO AIR EX R ROOF REA O [__� w 140.3' w vi vi 0 METAL GATES. DETENTION POND LOT 5, BLOCK 1 DE I WALL AT 8' 60' MARK ROBERTS SUBDIVISION III HEIGHT AUTOMOTIVE REPAIR BUILDING 7/525 P.R. 0 (5,880 SF GROSS BUILDING AREA) (0.999 ACRES) 0 10' _ n, O CONCRETE OR MSU n (TYP.) ° 3 BLOCK WALLS (TYP.) ° 42.1' 1000 F.M. 3009 —20 "HPGAS- 0 W -- — S58 °49'20 "W - 401.53' GUADALUPE RIVER NURSING AND REHABILITATION SUBDIVISION 4.884 ACRES LOT 4, BLOCK 1 6/777 P.R. ZONING: GB CURRENT USE: NURSING HOME 5.3' 17 N cn N Cl WROUGHT IRON FENCE — OWP - --� -20 "HPGAS 50' UNITED GAS PIPELINE 256/123 D.R. CONCRETE PAVEMENT TBM #2 CHISELED SQUARE IN CONCRETE ELEV.= 707.49 ° � Q ------ w 5' CONCRETE SIDEWALK W ELECTRIC (4 0 TRANSFORMER O PARKS & RECREATION DEPARTMENT NI FIND. 1/2" ° STEEL REBAR 0 0 I° W/ CAP U) 20 "HPGAS- I FND. 1/2" STEEL IWm 00 REBAR W/ CAP I MARKED "VICKERY" II — — — — — — — — — — — — APPROVAL OF THE CITY OF SCHERTZ THIS SITE PLAN OF SCHERTZ AUTO SERVICE HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY OF SCHERTZ DEVELOPMENT REVIEW STAFF, AND IS HEREBY APPROVED ON THIS DAY OF 2015. INSPECTIONS DIVISION w PLANNING DIVISION ENGINEERING DEPARTMENT PUBLIC WORKS DEPARTMENT (4 0 FIRE DEPARTMENT Q PARKS & RECREATION DEPARTMENT u� v 4 a. v a 4 v. WV� O��`A�OQQ Vvv SINGLE FAMILY RESIDENCE ZONED: (R2) SINGLE FAMILY DWELLING LOT 32, BLOCK 1 SILVERTREE PARK #1 SUBDIVISION —� I 0 tl Ix x 1000 F.M. 3009 SCHERTZ, TEXAS 78154 MARK ROBERTS WMZ� SUBDIVISION III LOT 5, BLOCK 1 0.999 ACRES 43, 516 SQ. FT. x 0 0 U N O 0 0 � = n w 4 * � Off: .o: (4 0 4 cfl z: -CC O * wrZ4 DOS:• (D 00 Q �o 0 •• • can : u� w� � O 0 o 0 a � (D W z w w w �¢H ¢oz w Q H�� W � o w � ~ � O [__� w U w vi vi 0 � � �zz ww 12 12 :2 :2 O O U U L2 _ L N Q o0 N x 0 0 U N O 0 0 � = n w 4 * � Off: .o: (4 0 4 cfl z: -CC O * wrZ4 DOS:• (D 00 Q �o 0 •• • can : u� w� � O 0 o 0 a � x 0 0 U N O 0 0 � = w N (4 0 w Q � u� w� � O 0 o 0 a � (D W z w w w �¢H ¢oz Q H�� W � x 0 0 U N O 0 0 � = N CD (4 0 w � u� _% N 0 Q � 0 � � W � o w � ~ � O [__� w U w H U x 0 0 U N O 0 0 � = N CD u� _% N Q U v w Q W a SHEET I Of V y' o, a 111 I - -- ilj 'Ill Llilli -_ =- --- ir Ili — � -- 11 - -, I i l II LI III i' I I i I' I I!T I•I.rt_p� III�- _ �" hq = I � I ' , = -_ �7 I III -_ _ - -- II '� IIh I - I �Illdl�ll I -_- I� � 1114 , � It;!IIyNI!�i�ll lt,�lll • ' `- 1� IIII` 7/8" THICK STUCCO EXTERIOR FINISHED WALL 7/8" THICK STUCCO EXTERIOR FINISHED WALL A OS 64AINTED STEEL COLUMNS - - COVERED SERVICE WORK AREA SERVICE ENTRANCE EXTERIOR BACK ELEVATION SCALE: 1/8" = 1'-0" NOTE: ALL MATERIAL ON THE BUILDING IS EITHER STUCCO OR ROCK WHICH MEETS THE OWNERS REQUIREMENT OF A 100% MASONRY METAL PRE FINISHED KYNAR STANDING SEAM FTFC DFCnR ATiVF UDC Sec. 21.9.5 REQUIRED 30% of Front Facade to be glass windows and doors that allow visibility = 288 s.f. Store Front shown 292.49 s. f EXTERIOR FRONT ELEVATION SCALE: 1/8" = 1' -0" PRE GALVALUME METAL METAL ROOF RIDGE ROOF VENTS ,�IIIII III'�t i I' I _ 1 IiIP III — I l l illil, 111_ lil II - - - - --- - - - - ,Iq ,I,L_ it 11�` � ICI I� "� all I I Illlili _ II'I jlllll —__I Ir - __.I Vii• -- - -III r' - i.rr = it Ire - _i �;!; � - -;,� I� I,= I : 'I ' —I- � _ '- - - ' "I-� �1I„ _N � .'•Vl • i . I I _ I_ l lul � : - = I�� ,I, : _ —I PEAIFRS A DECORATIVE E - - -- - I - - "� ! I, — Il — I _ — -- � --" Iq � I '•l • I I I aill� , -- - — - I•L . - - - - " � II 'I . , 1 I - _ 1 \ '' "—�, : p I I�. •, kl� --II. Ill'' I o — I- I - _ METAL ROOF AWNINGS - - ILI- ;p: =-- — - •p j . • —_,f I, -, ,. ,lily, - — ,�I � - - I I, _ -. '�I ,il• - = 1 J ,,,_ III __ llI•I' I� F I I �F I �/ 8"T� 7 CKSTU— ' .li� I i LiIt I W _,IIt I II' � l II I I- � j,.Ili`1 I,i'l'l'LirllI �l ll � I II LEArSTORl y ilc I WINDOWS L' IIIiIII IIPI EXTERIORFINISH I!i �1 lllil' I, - a — STOREFRONT WINDOWS 7i 8 THICK C STUCCO E XTERIOR FINISHED WALL Ad ^4t— , :x . , a: , +, y.4. �'.�sa � $.�•.`',••i., .,:t ..y^�t „''..."'.•i.. at � �.h*t . +: r'3. . of „ �.'irios �•+. i'i- . of #''.4 t ,; +,.!.'n. STUCCO COATING. EIFS -GR, GREY FINISH. CMU WALL WITH DAMP PROOF BELOW GRADE LEVEL. REINFORCING #5 AT 32" OC VERTICAL. CONC. FOUNDATION AND FOOTING- SEE STRUCTURAL SCALE: 1/4" = 1' -0" EXIT EMERGENY , DOOR 7/8" THICK STUCCO EXTERIOR FINISHED WALL GATE AND POST GRADE LEVEL SECURITY r LIGHTS 1 OVERHEAD DOORS WITH VISUAL GLASS PANELS STEEL BOLLARDS FAINTED SIDE ELEVATION DUMPSTER 11V1U WALL W11t1llH1V1YYKV 11V BELOW GRADE LEVEL. REINF RC G #5 AT 32 OC VERTICAL. CONC. FOUNDATION AND FOOTING- SEE STRUCTURAL REAR ELEVATION (a� DUMPSTER SCALE: 1/4" = 1' -0" 7/8" THICK STUCCO EXTERIOR FINISHED WALL GATE FRAME FABRICATED FROM L. TUBE, MITER, WELD, GRIND SMOOTH. MILL WITH �. STEEL "R" PANEL DOORS TUBE STEEL FRAME SHEDULE 40 6" DIA. STEEL PIPE GATEPOST PROVIDE 3/4" DIA.x 4" DEEP SLEEVES IN CONC. PAVEMENT FOR LATCHES EIFS -GR, GREY FINISH. CONC. FOUNDATIOP AND FOOTING- SEE All CMU WALL WITH DAMP PROOFING BELOW GRADE LEVEL. REINFORCING #5 AT 32" OC VERTICAL. SIDE ELEVATION (a, DUMPSTER SCALE: 1/4" = 1' -0" GRADE LEVEL FRONT ELEVATION DUMPSTER SCALE: 1/4" = 1' -0" I I • I I I I II I - _I - - - 'Ili'' 1. �jllilli -- � };II i¢III� EXTERIOR RIGHT SIDE ELEVATION SCALE: 1/8" = 1' -0" A R '� Illll;l, �il!Illillill!I_ 7/8" THICK STUCCO —CIRCULAR COVERED � EXTERIOR FINISHED WALL ENTRY CANOPY i lillli�l lli� _illlllir _ i 0 0 r _ MAIN N FRANCE - p I DOOR EXIT DOOR �n Jf LANDSCAPING AREA EXTERIOR LEFT SIDE ELEVATION A100 3 N SCALE: 1/8" = 1' -0" F�00e 4 ° IT -o" 6 (A100)' SCREEN WALL PLAN (c LANDSCAPING 5 A 100 DUMPSTER ' T S 405 N. ST. MARY'S ST. SUITE 105 SAN ANTONIO, TEXAS 78205 ( 210) 824 - 1435 / fax 826 - 7454 W u � 0 w 0 w O r , l 24 oN CSI M ww r O � �1 O r+ Cn U N O Date: 9/16/2015 All 3/4" SHELVES 4" 7 DEEP (TYP) • 1/8 " PER FT. SLOPE o N NOTE: VERIFY SIZE AND CONFIGURATION TO • WORK WITH LOCAL TRASH AND RECYCLING DUMPSTER SIZES. ° IT -o" 6 (A100)' SCREEN WALL PLAN (c LANDSCAPING 5 A 100 DUMPSTER ' T S 405 N. ST. MARY'S ST. SUITE 105 SAN ANTONIO, TEXAS 78205 ( 210) 824 - 1435 / fax 826 - 7454 W u � 0 w 0 w O r , l 24 oN CSI M ww r O � �1 O r+ Cn U N O Date: 9/16/2015 Specified Spacing + specified groundcover or other plan specified plant Plant Materials w S SC hedule dish sou for watering 1 ^;1 ;•f�' �;;l�r, .,.j�.• 2" - 3" shredded native hardwood mulch scientific name specifications �'"""�""'„"�'" " `" •• ``"''• "' " "` "'" `� item common name rv:;•:: N 2 - 3 shredded native f +:. "" Planting Beds: All beds shall bel hardwood mulch Taxodium distichum 3" cal., 12' - 15' tall, BB /CT excavated x a aaslraiamate material BC Bald Cypress os ly °'. All excavated material BC Cedar Elm Ulmus crassifolia 3" cal., 12' - 15' tall, BB /CT shall be properly disposed of 3 cal., 12 - 15 tall, BB /CT off -site. Backfill to full depth Uercus vir iniana " rootball ��.,n. ^ ^� ^•�� ^ -� with Gardenville's Four -Way LO Live Oak Q 9 Mix, or approved equal, in r Sr<'Tp VIE V 4" compacted lifts. After all 18" tall 5 gallon ;t.z t,,.N'f f plants are installed, place a Buxus japonica Green Beauty 9 + I:•:<.,` ��. `sAF 2 " -3" layer of shredded native Green Beauty Boxwood J p i '; +; ;Y'c" c °'' backfill with Gardenvilles o� p BOX }� n I +: % a;;'ir;, I hardwood mulch free of oaf; 18 tall, 5 gallon ::v;,::,,:; :,:,;:::. i ,;,,.,;::. fourwa mix or other mix , : ;� �. + sA:. ...;r:: �.,;•.. wilt and other diseased EN Green Cloud Cenizo Leucophyilim fruts. Green Cloud i y >� C :: {•2: {yir �� :',::::;;: r::,::< i as approved b the ,.,: •',......• H Dwarf Yau on Holly Ilex vomitoria nana 16 sprd., 5 gallon :,:. :;::,.,.. PP y i' materials), <•::�;� {:;;:;: •`:: Landscape Architect. �' �'� c ' '•, 5 gallon , ;:; } :;,:;;.;;: >.;: c'i:'zb::r> I Compact b lighting tamping, Hes eraloe parviflora 9 l '.::.: p ,i:::,r, 5'r.f: {y: ;:r:r <:,i :::; �<' i t P Y 9 9 RYC Red Yucca 5 gallon i 11�, =u =j Watering and backfiiling as Dasrilion texanum "' `'' SOT Sotol �� % i,�_ , 'o�Q specified plant necessary to fl(i well. Q��k t_�i- .•i'�i�•i •��, ' NGL New Gold Lantana Lantana samara New Gold 1 gallon Add #, cup of GardenvllJe's y •, � •�'��`�' '' C�lt`?. ib I p Plumbs o auriculata 1 gallon j Add organic fertilizer to PLB Blue Cape Plumbago 9 *---� each cubic yard mix. '- s plant RSL Red Autumn Sage Salvia greggi red g allon 1 gallon � •� � WLN White Lantana. Lantana Camara white g trees greater than6 °cal. 15" �.SPECIFIEDSPACiNG trees 3"cal. to 6" cal. 12" + trees less than 2" cal. solid sod and spec. shrubs g" PLAN��.yIEW TIF Tif 419 Bermudagrass Cynodon dactylon Tif 419 3 ors gallon shrubs 6" 1 gallon shrubs 4" SEED Remove all debris from area, then hand rake to loosen top 1" of topsoil. Seed over loosened soil bed with `Native Trail Mix' (native wildflowers and Typical Plant Installation Typical Groundcover Installation grasses) by Native American Seed (800) 728 -4043, at the rate of , Vp YU 2.0 lbs. /1,000 sq. ft. of permeable surface area. Then fertilize with Not to Scale Not to Scale Gardenville's Organic Fertilizer - 7.2.2 at the rate of 5 lbs./ 1000 sq. Water in thoroughly and as needed to assist small plants to grow. £ _N / 1d 2 -2g" PIPES ' TXXDOT MONUMENT - ON HEADWALL ELEV.= 712.01 — — 20 "HPGAS— —— —� / WP I tree as shown on plan 3 _ _ 3' -4' diameter layer �- of 2" - 3" shredded . hardwood mulch grass as shown on plan T-voical Pla,mtm in Grass Not to Scale 0 10 Zu Stu ou r.,lf: 1 •. {•fi.:- .dA�' {vI.•YLY>_, {�_,S.;fi:: , Topsoil Notes: Laying Grass Sod. If topsoil is required, it up M o C4 C4 shall be lain to the depth and finished grades All lawn and seeded areas shall receive a minimum as shown on the drawings (see Topsoil notes). cover of 4" of approved topsoil. Topsoil shall be lain Then the fine grade surface shall be raked or ' to eliminate ponding and mounding with adequate dragged to achieve a 'tabletop' surface prior grading to move water away from structures as to installing sod. Sod shall be lain with appropriate (minimum grade 2.0% unless otherwise off - setting joints and shall completely cover required bythe civil engineer, geotechnical report, all grass areas. All sod shall be watered etc.) Topsoil shall fully cover any exposed rock, immediately after installation and maintained gravel, debris, etc. that is natural to the site unless in a healthy, vigorous growth state until accepted. otherwise directed by the Owner. Topsoil shall be lain All sod shall be placed the day of delivery. - in an appropriate manner to match existing soil No sod remaining on pallets or otherwise left densities or those otherwise required by the - un- installed or un- watered over 24 hours will structural engineer or geotechnical report. If the area be accepted. Sod shall be rolled with an acceptable to receive topsoil has imported base, gravel, debris, roller a minimum of one time and as often as needed etc. such material shall be removed to full depth I to achieve a smooth acceptable lawn. Any dry or dead (unless required by geotechnical report, structural patches shall be removed and replaced immediately. engineer, or other similar professional) and replaced Where breaks, un -level areas, or open joints occur, with approved topsoil to match required subgrades fine grain washed sand shall be used to top -dress and finished grades as required on the plans and /or the lawn surface. details (whether shown on these landscape plans or i on other plans prepared by other professionals). Maintenance of Installed Plantings: s All installed plant materials (trees, shrubs, groundcovers, perennials, florais, grass, etc.) �+w shall be maintained by the landscape contractor until accepted by the Owner. Maintenance shall include watering, weeding, fertilizing, pruning, etc. At the time of final acceptance, all plant materials shall be alive, in a healthy state of growth and meeting size requirements as specified on the drawings as well as normal horticultural practice standards. Any diseased, M dead or partially dead plants shall be immediately replaced. All plantings shall be guaranteed for one year from the date of final acceptance. City of Schertz Ordinance Compliance Total Site: 43,220 sq.ft. _ 43,560 sq.ft. /acre = 0.993 acres Trees Required: 9 trees /acre @ 0.993 acres = 9 trees Provided: 2 ex. trees (1001,1002) + 11 new trees = 13 tree Special Note Irrigation: All green space and Landscaping will be maintained by an automatic irrigation (watering) system. LOT 6 \ BLOCK 1 1.061 ACRES \ \x� p ,e ••,.,t, A -rii ,ry C' ACCRAC'hIr a ?;3ra. A r 91, w i °, ti ,.T� –2,5' \ — A VV lOV F . . . . ..k, -- - - --a plan, to add shrubs and trees along Silver Tree Blvd. (Also show 8' wall and wrought iron fence. -y along Silvertree, and add 2 existing trees to tree count. R .. I Call before you dig! Call 811 ®wv O0000 wvk , Landscape Plan pro }ed O up M o C4 C4 sheet 15 -044 6/22/15 L1 y oNO m d� v tU x XJ O �M�It V 0 w R•+ 0 _ O X i s to �+w , i.i. O� M . El O O O Landscape Plan pro }ed O up M o C4 C4 sheet 15 -044 6/22/15 L1 Of oNO m d� tU x XJ �M�It V 0 w R•+ 0 O X s to �+w , i.i. t" lti M • 4-0 %0 ._ W M r •-- � a 4. to W ►w ^1 Q �• Q v V 0 N H � � o N 0 �Q Landscape Plan pro }ed date sheet 15 -044 6/22/15 L1 Of SCHIERT Z OCOMMUNITY PPORTUNITY PLANNING AND ZONING COMMISSION MEETING: September 23, 2015 Agenda Item 7A I PREPARED BY: CASE Planning and Zoning Commission Bryce Cox, Planner PC2015 -038 The Crossvine, Module 1, Unit 4 — Preliminary Plat SUBJECT: Consider and act upon a request for approval of a preliminary plat of The Crossvine Module 1, Unit 4, an approximately 41 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. GENERAL INFORMATION: Owner /Applicant: Additional 6 LLC Protect Engineer: Jesse Malone, Malone /Wheeler Engineering APPLICATION SUBMITTAL DATE: September 18, 2015 (Original Application) BACKGROUND: Planning & Zoning Commission approved the preliminary plat for this Unit February 11, 2015. The plat has been revised to remove the street projection of Call Stone Street which was allowed for the addition of one (1) residential lot. The revision was made to support of the Joint Land Use Study - Randolph to limit access for development in the Accident Potential Zone 1 (APZ 1). ITEM SUMMARY: The applicant is proposing to final plat approximately 41 acres of land establishing 142 single family residential lots. All lots will be DSFR1 lots with a minimum size of 5,500 square feet as dictated by The Crossvine Subdivision PDD. Lot Use Dimensional Requirements Use Category Area Square Feet Width (ft.) Depth (ft.) DSFR 1 5,500 50 110 The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14- S -08). This property is part of a Planned Development District, as such it must comply with the design requirements of the PDD and any area that is not directly addressed in this document must comply with the design criteria of the Schertz Unified Development Code (UDC), as amended. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located south of the intersection of Aranda Lane and Lower Seguin Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Lower Seguin Road and the extension of Sagenite which was constructed with the Sedona subdivision. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree Affidavit which indicates that protected or heritage trees may be destroyed or damaged. A tree survey is required to be submitted at the time of final plat. PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine is proposing more than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in excess of 15 %; 13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and an Amenity Center which is currently under construction in Module 1, Unit 1. This unit includes construction of a small private park and extension of open space and trails. Additionally Green Grant will provide direct access to the west side of the City's parkland (Heritage Park). PUBLIC SERVICES: The site is serviced by Schertz water and sewer, CPS, AT &T, and Time Warner Cable. PUBLIC IMPROVEMENTS: All public improvements required for this subdivision are required to be installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. The civil construction plans have been reviewed and approved by the Public Works and Engineering Departments. Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A preliminary drainage plan has been reviewed by the City Engineer. Sidewalks, Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to several designated parks and open space. Road Improvements: All street improvements will be constructed according to the Public Works Specifications. Residential sidewalks are proposed at 5' and will be placed either adjacent to the curb or within a 2' greenbelt. All streets will be developed to City of Schertz specifications including sidewalks. STAFF ANALYSIS AND RECOMMENDATION: The proposed preliminary plat is consistent with applicable requirements for the property, ordinances and regulations. All lots meet the minimum lot width, depth and area as described in the PDD. It has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. 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 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 i ENGINEER: FMAL04FtWHEELER .+995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF 20 OWNER: ADDITIONAL 6, LLC do CHRIS PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THIS DOCUMENT IS BEING RELEASED FOR REVIEW PURPOSES BY: JOEL CHRISTIAN JOHNSON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 - L0 - R SEGO` OHO OAKS D I �\ \ ( >\A ` \ \`% 1 \ \ UNPOOL 1 11 \ m — i \ cjI \ 1 5 \ \I i C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. ADDITIONAL NOTES: 1. Yz" DIAMETER STEEL PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. 4. CONTOURS FROM PREVIOUSLY RECORDED PLAT. LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 10' BSL I I I I I I I I I I I I I I I I I I SHEET 3 L?0' BSL _J \ SHEET 4 10' PUE \ 50' LOT DIAGRAM \ i LOT DESIGN GUIDELINE INDEX MAP NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 39, BLOCK 1 LOT 19, BLOCK 7 BEXAR COUNTY R.O.W. RIGHT OF WAY ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T B.S.L. BUILDING SETBACK LINE P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION - - - - PROPERTY LINE LOT 1, BLOCK 1 ADJACENT PROPERTY LINE LOT 1, BLOCK 2 CENTER LINE OF R.O.W. - - - - - - - - - - - - - - - - EASEMENT -------------------------- - - - - -- BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) 0 200 400 SIGHT DISTANCE EASEMENT SCALE: 1"=200' ADDITIONAL NOTES: 1. Yz" DIAMETER STEEL PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. 4. CONTOURS FROM PREVIOUSLY RECORDED PLAT. LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 10' BSL I I I I I I I I I I I I I I I I I I SHEET 3 L?0' BSL _J \ SHEET 4 10' PUE \ 50' LOT DIAGRAM \ i LOT DESIGN GUIDELINE INDEX MAP NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 oopb \ \ LOT 38, BLOCK 1 LOT 1, BLOCK 6 COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY LOT 39, BLOCK 1 LOT 19, BLOCK 7 ��'� \\ \ LOT 46, BLOCK 3 LOT 20, BLOCK 7 RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE LOT 47, BLOCK 3 LOT 21, BLOCK 7 R�i��j 0 \ LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL LOT 16, BLOCK 4 LOT 16, BLOCK .9 \ LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 PROPERTY RECORDS, BEXAR COUNTY, TEXAS. LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. THE THOROUGHFARE ALIGNMENTS SHOWN ON THE EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 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: BY: CHAIRPERSON SECRETARY PRELIMINARY SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 1 OF 5 W N O V w w Of w I- a a z 0 0 w co w \ / BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, oopb \ \ COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY ��'� \\ \ RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE R�i��j 0 \ TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL \ \ PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: \ / COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE \ ON THE DAY OF 20 A.D. AT M. AND DULY \ RECORDED THE DAY OF OF 20_ A.D. AT _M. \ IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF PERMIT APPLICATION. OFFICE. THIS DAY OF , A.D. 20_ AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 1 OF 5 W N O V w w Of w I- a a z 0 0 w co w C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. 0 100 200 SCALE: 1"=100' NOT TO SCALE " I ENGINEER: i MALONE *WHEELER SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 /�12 �5Oi WATER TRANSMISSION AND AUSTIN, TEXAS 78735 \ 10' GAS RIGHT PF WAY AGREEMENT L E_R SEGU I f�M RD RIGHT EASEMENT PHONE: (512) 899 -0601 FAX: (512) 899 -0655 \ 114232/1571) 699/2235)- FIRM REGISTRATION NO. F -786 12 R 6.78 R.O.W. VARIES. \ 711 n L=600.09 i ``O -D" '03'49" Or 10' GAS I6HT 0 / 710 gO 12' SURVEYOR: �EEME / _� LOT BLOCK 3p8g� , /s35s "eD\R (1323 571) ws�s1�sICF16 0� _ _ _ — I- _ ` \ r� o3�0 i 0.259 OF AN ACRE POINT OF i w ° g 83'53'37" W 118'73' S , Q\,,`77. I VOLUME 14804, PAGE 131 JOHNSON SURVEYING INC. BEGINNING (TRACr 1) � 231 g0 � � oo n 4. m 60.41' M 8p 76 jo• � �9 25j• � REAL PROPERTY - RECORDS i o� U1 w N 50.49' n 7.83' Sg, 39„ -s4', f BEXd+Ft £6UNli� TEXAS OWNER: POINT OF COMMENCING ,- D m ° .r 20 \ \ SHARON C REUS, 11 -78- -COWER (TRACT 2) N BLOCK X0.25• 203. / , �f z a m �°\ /SECzUIN RDy8nERTZ, TX REGISTERED PROFESSIONAL LAND SURVEYOR y i ' �� A � � � 1 �� 72,9 y \ - - _ - - 17890 BLANCO RD., SUITE 306 181 / / j g8' = O m 3 - 3 N 4.6j A. p Op SAN ANTONIO, TEXAS 78232 E / 2 co _ i 2 m 3 0 4 5 R PHONE: (210) 858 -9838 FAX: (210) 247 -6138 �� / 3 \ sg 709 "<1 + o M 3 ^b Nis \ X0`1 S ii FIRM REGISTRATION NO. 10140500 0ti OOG LOT 432? g� ' ' o G BLOCK ,� w e, s. fn ° h 6 GAS RIGHT-OF-WAY O� N piP\ n ° ?S �i� c Z I° f °- 20' BSL °'_ -_ ° ' ss �o AGREEMENT co\ 2 ryN 4Si /'s, _ _ -- _ y ry ^.� \ (13192/920) O I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS 3 / cs clzs 3o zs mzs cazq _ o 7 HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL \ / N/ 60, s N \ z3 �� ° 6 \ 30 WATER TRANSMISSION AND REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO / / Q jg8.76' ° c� ^ '� ARIGHT OF WAY EASEMENT 08 WHICH THIS APPROVAL IS REQUIRED. \ 0 85.2 43" Wes_ �c s ?� aM y i \ cP, S 86'54'48" W 121.511 N ,n �� ' \ y - ��, 8 rn. (9699/ N \ \ 1 N S 85'21'43" W 76.60' \ `O BLOCK e LANDSCAPE LOT °' 9 45.6_ 0.94 c +1z `s Giza \ ��ti 59, BLOCK 1 \ III ° rn - o la \` zs� �Y \S ?• ♦ \ 1 y5 o•"r+/ (9583/73 -78) CITY ENGINEER o� 4 \\ \ r 20 BSL N �� 2? S `4 \3y \�g5/ \ 16' WASTEWATER EASEMENT yN°. BLOCK 1ay9\ \�� +3+ s m I BLOCK STATE OF TEXAS N j y09 1 rnl 0 16 m 15 14 s/%� N 1p1ee$p sN N °,S 8 5 y ^'• o °m I I ��o. SEDONA COUNTY OF BEXAR \ s 1S I I o0 610 o N W 120 \0 ' �� u �-' _ - UNIT NO. 1 THE OWNERS OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE \ ° 5p9 la.� 30' 30 49.34' u 43912 \ y d S 9 son VOLUME 9583, PAGES 73 -78 OWNER( S) ou`. 64�` I 8' 48. T 107.69 N' S T / 67.0 PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, \ 5 m 1 5'21 43 W �o \ o / SS, �. DEED AND PLAT RECORDS ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC 6 X21'° \ \N '� ^�y �+ / ?�" f BEXAR COUNTY, TEXAS PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN 125' \W 1c\ \ I \ 17 N 2 13 N� EXPRESSED. \ o p9 \ \min 1� \ v �• e A \� 115' a h o N�, 10 BLOCK 9� THIS THE _DAY OF 20 \ uo� S e \ m o•\ �� sy p , 0y N °� 1 ti110 11885\ > \ \ c\ S6p�0 91 sir �� 12 3 11 1p o \ 18 ^h' •8 ,�. ;.� 185 \ o g \ ? s , N 8p 15' LANDSCAPE &DRAINAGE LOT OWNER: ADDITIONAL 6,LLC \ r S C/O CHRIS PRICE S LOT 60, BLOCK 1 314 E. COMMERCE ST., SUITE 600 \ BLOCK $ a �� 3/73 -78) OWNER�: 3E DONA SAN ANTONIO, TX. 78205 11� 1 \ so \ �O h^ ^o Ss lo 59 93 1 5 6 680 w 1, ASTER COMMUNITY _NC, PO BOX °0 2 \ o\ \ \ �' \ a 19 ^ oo F 1.58 7,13' Z p 1 700128, 4A S, TX PHONE: 210-226-6843 ti9 \�S\ \ \g \ 35.64'2835 E 11 \ N 79' y v g \ \ 25 0. \ STATE OF TEXAS \\ S 5 9 5�8�0.0 \` \ c\ \ \\ h ^� 20 17.03 24 ^`° y' b BLOCK / y N W 1% A`L . \ \ b p 0 ol .o COUNTY OF BEXAR \ orr 8°�% 1;8 L96 20 \�9� \ \�e� \ \\ h�`'�A� �� g 23 -_`_� 26 1nd \ / S jN,S ti9 „ `�� 1 \C'�, \ \ a ,D� 22 �i 11 S \ BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY g •yy�' 9 S�\ • ";. � \ ��\ \ `' BLOCK -� � � APPEARED KNOWN TO ME 16' WATER UTILITY EASEMENT \ p1 / 5 �y ! ♦ _ -- �j o5 7p° c, e \ Xs TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING / S 5 2 6 \ \ ?o y N6 f� cyo ♦o\ \ yd INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME �ti� \FS \O , e' 21 0 S Py� 1.s 27 N 22'47'28" W '//T FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN 1,45' \� ?o b3, �% e THE CAPACITY THEREIN STATED. \ orb \r' 0��10 /j10 c4z \ 19.156 ACRES a °, �y y \\ o ° ?o of �_- - -� N\ 1 195 0. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE VOLUME 12813, PAGE 1507 \ q3 0 3 ^tit \ \ 3'� ` \�,° �? j d °0/ �/ i \ ,o g yd 2$ 1 1y s \ REAL PROPERTY RECORDS \ o \ o \ css 1 0- a BEXAR COUNTY, TEXAS e"81 O ° \ \ / \, \ \ s DAY OF 20 o A 60 \S 2 a °�� OWNER: MALDONADO JOINT I °�q �y 4 1 pi °O VENTUE, 16348 NACOGDOCHES h ^tiny. \o ?S• `.oe� / �eSMr ♦ \eo RD, SAN ANTONIO, TX 29 � p L ol NOTARY PUBLIC BEXAR COUNTY, TEXAS \ ?Ox ip5� \ °s s• ,,y+Lbry 49p 5 \ \�� G .9� �' 2 195 BLOCK"' LOT 1 �� ?�s, \ S'� \ 1 BLOCK \ 1 ,d BLOCK �, s 6 �'a �N m �� Q H" 4 \ \\ \ \ \ \\ 30 STATE OF TEXAS \\ 3 v�� SSS43 BLOCK �'s ,-- __��,� \ m \\ o h 3 O 3 J\'o m \ N N42'20'37'W 708 . 22.79' "N �+° \ �\ 31 105 COUNTY OF BEXAR \ nN° ?O8�✓ �G °3s 36 �� orn g 49 25 W 79 0 . 02 18 rtL F \\ �. y� \ �o A 19y�, Vt I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE N\ h % / \ y 80 4 r N 13.20' / STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING `lAf °� s0• > CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. w N 85'28.17" W 126.24'1 / 44" E \ u' 1 2 / 98.42' n, I BLOCK ° 4.�-, N g1'1�' �- m �\ 1 4 (q K � `� - � I 18 \ S 0527 70 " E \ 11 1 o OA" ��D �I1p I �s� \q ,°O 5 GREGORY J. ANDRULIS, PE \ y $ \\ c+, rn� j ° 1 11 15 1tip n.1 REGISTERED PROFESSIONAL ENGINEER NO. 116390 �� q o O MALONE/WHEELER, INC. NA NN W 11N' to p II Ati 8 N 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THIS DOCUMENT IS BEING RELEASED FOR REVIEW PURPOSES BY: JOEL CHRISTIAN JOHNSON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 143 \ �5 9 °A - -- 01 1 \ \N 14 N\ rntih .0 10 m \\ NNW\ y h N \ < <° 61 BLOCK 19 3 s` 3 o e8ltvq \ BLOCK 68687 3 s3 S a \ �G� THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL - ^P` AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL I I I I I I I I I I I I I I I I I I I I I I L_ 20'BSL_J 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 39, BLOCK 1 LOT 19, BLOCK 7 BEXAR COUNTY R.O.W. RIGHT OF WAY ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T B.S.L. BUILDING SETBACK LINE P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION - - - - PROPERTY LINE LOT 1, BLOCK 1 ADJACENT PROPERTY LINE LOT 1, BLOCK 2 CENTER LINE OF R.O.W. - - - - - - - - - - - - - - - - EASEMENT -------------------------- - - - - -- BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) — — — SiD1mRr- — — — SIGHT DISTANCE EASEMENT LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL I I I I I I I I I I I I I I I I I I I I I I L_ 20'BSL_J 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. THE THOROUGHFARE ALIGNMENTS SHOWN ON THE EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY PRELIMINARY SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: I, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20 A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20 COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY m 0 H a N 0 N rn C5 3 H a J d } Of a Z _J L-1 LC D- OD N IT V w J w D_ L-1 I- a a z 0 0 w co SHEET 2 OF 5 C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. ENGINEER: FMAL04E*tWHEELER . 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 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 / COMMON AREA LOT F = o ALLOWABLE USE COUNTY OF BEXAR \ ``� S 76-49, 0p Za 3 LOT 39, BLOCK 1 LOT 19, BLOCK 7 E 5 STATE OF TEXAS REAL PROPERTY RECORDS e M R. LOT 1 n cvv APPEARED ,KNOWN TO ME BEXAR COUNTY, TEXAS 0 0 COUNTY OF BEXAR OWNER: MALDONADO JOINT VENTUE, \ v THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE BLOCK o 3 ? S PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, THE CAPACITY THEREIN STATED. LOT 1, BLOCK 2 ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC LOT 1, BLOCK 3 L GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN 20 sA LOT 15, BLOCK 9 EXPRESSED. LOT 17, BLOCK 9 _DAY OF , 20 J PUBLIC UTILITY EASEMENT N LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 THIS THE DAY OF 20 S 84'56'51" E 119.83' WASTEWATER EASEMENT \ r� 3 c OWNER: ADDITIONAL 6, LLC a NOTARY PUBLIC BEXAR COUNTY, TEXAS C/O CHRIS PRICE ° 21 314 E. COMMERCE ST., SUITE 600 ` o o c SAN ANTONIO, TX. 78205 s PHONE: 210 - 226 -6843 STATE OF TEXAS 6O 'S 22 STATE OF TEXAS COMMON AREA LOT F = o ALLOWABLE USE COUNTY OF BEXAR VOLUME 9128613,CPAGE 1507 ``� S 76-49, 0p Za e$BL LOT 39, BLOCK 1 LOT 19, BLOCK 7 E 5 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY REAL PROPERTY RECORDS e M R. LOT 1 LANDSCAPE LOTS APPEARED ,KNOWN TO ME BEXAR COUNTY, TEXAS a `ti try, TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING OWNER: MALDONADO JOINT VENTUE, Rio INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME 16348 NACOGDOCHES BLOCK o 3 FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN RD, TX SAN ANTONIO, 3 THE CAPACITY THEREIN STATED. LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 5 GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DRAINAGE EASEMENT 20 LOT 15, BLOCK 9 LOT 17, BLOCK 9 _DAY OF , 20 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT N LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ S 84'56'51" E 119.83' WASTEWATER EASEMENT 3 a NOTARY PUBLIC BEXAR COUNTY, TEXAS ° 21 ` o o c s �� i, •y1 A STATE OF TEXAS 6O 'S 22 � COUNTY OF BEXAR F I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING ` CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. So. � 66. 0 / GREGORY J. ANDRULIS, PE ^O REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONEANHEELER, INC. I 7500 RIALTO BLVD, BLDG 1, SUITE 240 i AUSTIN, TEXAS 78735 \ l PHONE: (512) 899 -0601 FAX: (512) 899 -0655 \\ 1 16.49 ACRES \ VOLUME 12813, PAGE 1507 \\ \\\ REAL PROPERTY RECORDS \ BEXAR COUNTY, TEXAS \\ OWNER: MALDONADO JOINT \\ VENTUE, 16348 NACOGDOCHES \\ STATE OF TEXAS RD, SAN ANTONIO, TX \ \\ COUNTY OF BEXAR �I \ 1 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. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THIS DOCUMENT IS BEING RELEASED FOR REVIEW PURPOSES BY: JOEL CHRISTIAN JOHNSON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 \ �V P� 0 100 200 SCALE: V=100' iSEDONA UNIT NO. 1 9583, PAGES 73 -78 DEED AND PLAT RECORDS BEXAR COUNTY, TEXAS 9. / /co °c ^ / F so \ C�" 4 LOCK' \� /SPo 200 Lti `'cS. +j1 707 -;;;,-15' LANDSCAPE 8v6RAINAGE LOT LOT g BLOCK 1 \ \(9583/73 -78) OWNER: SEDONA \ MAST COMMUNITY INC, PO BOX \\ 700128, DALLAS s� \\ X7136 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY B.C.D.P.R. R.P.R.B.C. R.O.W. ESM'T N.V.A.E. B.S.L. P.U.E. ELEC TEL CA.TV. O STCRTLIR�_ LEGEND BEXAR COUNTY DEED AND PLAT RECORDS REAL PROPERTY RECORDS BEXAR COUNTY RIGHT OF WAY EASEMENT NON - VEHICULAR ACCESS ESM'T BUILDING SETBACK LINE PUBLIC UTILITY EASEMENT ELECTRIC TELEPHONE CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE TxDOT DISC (POINT OF BEGINNING) SIGHT DISTANCE EASEMENT �`% X �L\ ctz 14.25'R 4515' - �gAGENITE - �\ L54 SUNPOCI I � I � I W •m �ZI 09 \ / SEDONA L• UNIT NO. 1 VOLUME 9583, PAGES 73 -78 DEED AND PLAT RECORDS BEXAR COUNTY, TEXAS i / 7 E \S 95 i 1 4U.7 \ . MATCH LINE SEE SHEET 4 LOTSUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' LOT DIAGRAM NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. THE THOROUGHFARE ALIGNMENTS SHOWN ON THE EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 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: BY: CHAIRPERSON SECRETARY PRELIMINARY SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. LOT DESIGN GUIDELINE STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF 20 A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 3 OF 5 co N O V co W J LL Of W I- a a Z O 0 w U) UL C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. ENGINEER: FMAL04E*tWHEELER . 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 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 (p2 B.C.D.P.R. C LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS STATE OF TEXAS r Cj- STATE OF TEXAS COUNTY OF BEXAR COUNTY OF BEXAR LOT SUMMARY THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE 142 PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC BUILDING SETBACK LINE PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN \ EXPRESSED. I \ THIS THE _DAY OF 20 50' REGISTERED PROFESSIONAL ENGINEER NO. 116390 CABLE TELEVISION - - - MALONE/WHEELER, INC. OWNER: ADDITIONAL 6, LLC 10'BSL C/O CHRIS PRICE ' - ` 314 E. COMMERCE ST., SUITE 600 AUSTIN, TEXAS 78735 SAN ANTONIO, TX. 78205 I PHONE: 210 - 226 -6843 \ STATE OF TEXAS \- COUNTY OF BEXAR 16.49 ACRES VOLUME 12813, PAGE 15U/ \ BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY REAL PROPERTY RECORDS `O�\ APPEARED , KNOWN TO ME BEXAR COUNTY, TEXAS 'v TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING OWNER: MALDONADO JOINT �\ INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IENTUE, 16348 NACOGDOCHES FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN RD, SAN ANTONIO, TX THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 703 " REMAINING PORTION OF A CALLED \ 5.000 ACRES, VOLUME 11185, PAGE to 1823, REAL PROPERTY RECORDS OWNER: BEXAR COUNTY, TEXAS �g �9 BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUIN RD, SCHERTZ, Tx_� 30' ACCESS EASEMENT NOTARY PUBLIC BEXAR COUNTY, TEXAS (p2 B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS STATE OF TEXAS REAL PROPERTY RECORDS 00 COUNTY OF BEXAR R.O.W. LOT SUMMARY I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE 142 50' LOTS STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING B.S.L. BUILDING SETBACK LINE CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. 30 COMMON AREA LOTS GREGORY J. ANDRULIS, PE TEL 50' REGISTERED PROFESSIONAL ENGINEER NO. 116390 CABLE TELEVISION - - - MALONE/WHEELER, INC. LOT 1, BLOCK 1 10'BSL 7500 RIALTO BLVD, BLDG 1, SUITE 240 CENTER LINE OF R.O.W. _ _ _ _ _ _ AUSTIN, TEXAS 78735 -------------------------- I PHONE: (512) 899 -0601 FAX: (512) 899 -0655 TxDOT DISC (POINT OF BEGINNING) 0 100 200 STGmlJAr_ 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. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THIS DOCUMENT IS BEING RELEASED FOR REVIEW PURPOSES BY: JOEL CHRISTIAN JOHNSON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 50' LOT DIAGRAM LOT DESIGN GUIDELINE � J / JIP , i i REMAINING PORTION OF A CALLED 5.000 ACRES VOLUME 11185, PAGE 1823 REAL PROPERTY RECORDS BEXAR COUNTY, TEXAS OWNER: BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUII`' RD, SCHERTZ, TX PORTION OF A CALLED 5.000 ACRES VOLUME 11185, PAGE 1823 REAL PROPERTY RECORDS BEXAR COUNTY, TEXAS OWNER: BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUIN RD, SCHERTZ, TX nnnTr..H LINE SEE SHEET 3 X15' LANDSCAPr & DRAINAGE LOT Lja -r60, BLOCK 1 \PERCOMMUNITY 73 -78) OWNER: SEDONA IN BOX \ 700128, DALLAS i r / j0 SEDONA / UNIT N0. 1 ro \ VOLUME 9583, PAGES 73 -78 °o- \ DEED AND PLAT RECORDS \ BEXAR COUNTY, TEXAS 1A \ 8 \ I LOT 15 V- 1 \ �\ BLOCK 7., ANS_\ \ �O t 1 6020100 4 64. G/NQ i1,5 \ F�cN; \63 9 13.'4Q ACRES 4• 8 (VOL. 1433P PG. 121. yy 9 OWNER: CITY OF HERTZ, SCHERTZ PKWY, S\CHERTZ, e \ V; 1 �\ 0 LOCK 20•� \ 20' DRAINAGE EASEMENT ^�o,•�,� �\ \ \\ \ \2 TO 9 DEDICATED BY Q,� � -� � ,� ((�� SEPARATE INSTRUMENT VOL LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS 00 BEXAR COUNTY R.O.W. RIGHT OF WAY ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T B.S.L. BUILDING SETBACK LINE P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION - - - - PROPERTY LINE LOT 1, BLOCK 1 ADJACENT PROPERTY LINE LOT 1, BLOCK 2 CENTER LINE OF R.O.W. - - - - - - - - - - - - - - - - EASEMENT -------------------------- - - - - -- BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) 0 100 200 STGmlJAr_ SIGHT DISTANCE EASEMENT SCALE: 1"=100' nnnTr..H LINE SEE SHEET 3 X15' LANDSCAPr & DRAINAGE LOT Lja -r60, BLOCK 1 \PERCOMMUNITY 73 -78) OWNER: SEDONA IN BOX \ 700128, DALLAS i r / j0 SEDONA / UNIT N0. 1 ro \ VOLUME 9583, PAGES 73 -78 °o- \ DEED AND PLAT RECORDS \ BEXAR COUNTY, TEXAS 1A \ 8 \ I LOT 15 V- 1 \ �\ BLOCK 7., ANS_\ \ �O t 1 6020100 4 64. G/NQ i1,5 \ F�cN; \63 9 13.'4Q ACRES 4• 8 (VOL. 1433P PG. 121. yy 9 OWNER: CITY OF HERTZ, SCHERTZ PKWY, S\CHERTZ, e \ V; 1 �\ 0 LOCK 20•� \ 20' DRAINAGE EASEMENT ^�o,•�,� �\ \ \\ \ \2 TO 9 DEDICATED BY Q,� � -� � ,� ((�� SEPARATE INSTRUMENT VOL i PAGE ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 00 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. THE THOROUGHFARE ALIGNMENTS SHOWN ON THE EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 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: BY: CHAIRPERSON SECRETARY PRELIMINARY SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 4 OF 5 OD N O V W W J LL D_ W I- a a z 0 0 w U) LL XPAIR \\ // LEGEND ;E BAS / B.C.D.P.R. BEXAR COUNTY DEED AND �SFHERTZ cm PLAT RECORDS N _ R.P.R.B.C. REAL PROPERTY RECORDS o�P mP )� BEXAR COUNTY 0 R.O.W. RIGHT OF WAY e y P 1518 Dc y0y \� ESM'T EASEMENT 120' DRAINAGE EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T SITE . \ fO BE DEDICATED BY B.S.L. BUILDING SETBACK LINE �( SEPARATE INSTRUMENT VOL / rp9� P.U.E. PUBLIC UTILITY EASEMENT PAGE ELEC ELECTRIC TEL TELEPHONE II ail L \ CA.TV. CABLE TELEVISION ' - / A PROPERTY LINE . \�/ \ \ \ \ \ \ \ \ ,\ 0 cis v s I' w c• / I c � ° / �` > t. -\ 7 ' E ADJACENT PROPERTY L I NE EXISj 14 --/S� L j o CENTER LINE OF R.O.W. _1ELE CATV EASEMENT -v E SM T 1518 i (9 615/52 -53) 20 DRG 4 - - - - - - - - - - - - - - EASEMENT S 264 5 � czza_ L„W - q4. F I/ / -------------------------------- BUILDING SETBACK LINE 90 197 699 n Q TxDOT DISC (POINT OF BEGINNING) •.. / N 26'24,4„ W �9. � Q V i O - - - - \9 / 29.49 GREAVES SUBDIVISION 698 \: \ 13.10 ACRES �i �� - s�RTUa� - SIGHT DISTANCE EASEMENT FERGUSON MAP GRID: 555 -A7 a\ VOLUME DEEDANDI PLAT RE CORDS 3 's� (VOL. 14332 PG. i1215T LOCATION MAP BEXAR COUNTY, TEXAS =��\\\ OWNER: CITY OF S�ERTZ, 1400 OWNER: BD GREAVES 697 SCHERTZ PKWY, CHERTZ, Tx 00 PARTNERSHIP LTD, 8510 // 25 BLDG. SETBACK LINE GREAVES LN, SCHERTZ, TX \ �L , NOT TO SCALE (961552 -53J �� -46' WASTEWATER EASEME VOL 696 \ TO BE DEDICATED BY 0 100 200 SEPARATE INSTRUMEN SCALE: 1"=100' ENGINEER: \ \ MALONE *WHEELER swce INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 \ \ \ AUSTIN, TEXAS 78735 A� PHONE: (512) 899 -0601 FAX: (512) 899 -0655 6g0 FIRM REGISTRATION NO. F -786 \\ \� / - jY\ s z= E� 1 REMAINDER (VOL. 1 1918, PG. 1926)C. / / / \ 23 w ' SURVEYOR: �� \ � OWNER: SCHERTZ 1518, LTD.,/ � � � -_yip 61.is N 64'36'3" E 314 COMMERCE ST STE 600! 13'27 SAN ANTONIO, TX / ��Cjl�` 16' TEMPORARY WASTEWATER JOHNSON SURVEYING, INC. \ \ / 6a EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT VOL REGISTERED PROFESSIONAL LAND SURVEYOR \ _ „,,\ X53. / 684 6%_ ^QO/ PAGE 17890 BLANCO RD., SUITE 306 \ 4�. / N SAN ANTONIO, TEXAS 78232 S 29.46' 6 E ha 7 a /,h \� A V A oz., / /• /� N PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 V A 1v /� AssB �� S 6429 29�.. W I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF 20 OWNER: ADDITIONAL 6, LLC C/O CHRIS PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY. TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. THIS DOCUMENT IS BEING RELEASED FOR REVIEW PURPOSES BY: JOEL CHRISTIAN JOHNSON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 LINE TABLE CURVE LINE LENGTH BEARING 1_1 23.73 N04 °38'17 "W L2 13.41 N08 "47'16 "W L3 46.70 N47 "31'36 "E L4 35.33 N25015'20"W L5 55.66 N89 °52'23 "W L6 68.21 N58004'41"W L7 115.30 S31 "55'1 9 "W L8 89.99 S29 "48'06 "E L9 10.92 N45 °32'08 "E L10 56.58 SO4 "38'17 "E L11 28.44 S52 °45'53 "E L13 67.99 S00 "25'59 "E L14 68.21 S58"04'41 "E L15 30.90 S60 052'24 "W L16 66.56 579 °51'26 "W L17 92.74 N89 °52'23 "W L18 35.33 N25 °15'20 "W L19 89.46 N47 °31'36 "E L23 8.67 S80 "32'37 "W L24 24.27 N60 "18'42 "E L25 30.13 N29 °40'07 "W L26 7.50 S29 "40'07 "E L27 55.00 S48 "02'03 "E L28 21.87 S48 002'03 "E L29 31.03 N85 "21'43 "E L30 45.47 N85 "21'43 "E L31 19.40 N74 "35'42 "E L32 26.92 N48 °02'03 "W L35 10.01 N39 "32'24 "E L36 10.00 N31 055119 "E L37 10.04 N59 "49'04 "E L38 10.00 S41057'57"W L39 55.20 S39 °09'40 "E L40 33.68 N74023'56W L41 41.06 N39009'40"W L42 10.10 N25015'20"W L43 4.78 N89 °52'23 "W L44 20.03 S31055'19 "W L46 27.80 S27844'17 "E L50 53.13 $25015'20 "E L54 52.69 S89 "52'23 "E L55 57.43 N85 "32'25 "E L56 11.05 N29040'07"W L58 58.79 S47 "31'36 "W L59 22.28 N64 °52'12 "W L60 10.00 N32049'29 "E L61 10.62 S76 "06'16 "E L62 10.62 N76006'16'W L66 16.00 811014'37 "E L70 88.68 N22006'24W L71 52.26 N23046'35"W L72 8.89 $03049'52 "E L73 7.12 N04 "12'40 "W C.P.S. NOTES CURVETABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C1 19.96 15.00 76 °14'19" N33 °28'53 "E 18.52 C2 159.67 60.00 152 "28'38" SO4 "38'17 "E 116.56 C3 19.96 15.00 76 °14'19" N42 "45'26'W 18.52 C7 287.81 380.00 43 "23'46" S26 °20'10 "E 280.98 C8 67.14 150.00 25 °38'39" N35 °12'43 "W 66.58 C9 37.97 15.00 145 °02'11" N50 °07'42 "E 28.61 C10 279.45 60.00 266 "51'08" S10 "46'47 "E 87.15 C11 35.45 15.00 135 °25'05" N76029'49'W 27.76 C12 148.43 28020 30 °22'24" S23 "58'28 "E 146.70 C13 22.69 15.00 86 °41'16" N04 °10'58 "E 20.59 C14 95.27 75.00 72 °46'56" S11 "08'08 "W 88.99 C15 84.58 75.00 64 °37'03" S57833'51 S 80.17 C16 22.43 15.00 85 °39'43" N47 °02'32'W 20.40 C17 170.95 525.00 18 "39'25" S13 "32'23 "E 170.20 C18 23.11 15.00 88 "15'57" N21 015153 "E 20.89 C19 201.49 60.00 192 "24'18" S30'48'1 7E 119.30 C20 23.11 15.00 88 °15'57" N82 "52'27 "W 20.89 C21 177.18 525.00 19 "20'13" S48 °24'35 "E 176.34 C22 23.56 15.00 90 °00'00" N13004'41'W 21.21 C23 22.56 15.00 86 "10'39" N75 °00'38 "E 20.49 C24 278.74 60.00 266 °10'39" S14 059'22 "E 87.64 C25 23.56 15.00 90,00'00" S76 °55'1 9 "W 21.21 C26 37.41 155.00 13 "49'47" N37 °04'28 "W 37.32 C27 102.13 65.00 90 °01'21" S75 "10'15 "E 91.94 C28 101.73 65.00 89 °40'32" N14 °58'49 "E 91.66 C31 110.53 180.00 35 °10'53" S47 "16'45 "E 108.80 C32 94.74 175.00 31 °01'07" N45'1 1'52'W 93.59 C33 21.05 15.00 80 °24'21" S20 °32'53 "E 19.36 C34 193.69 225.00 49 °19'25" N05 °00'25'W 187.77 C35 23.70 15.00 90 °32'31" S15 036'08 "W 21.31 C36 23.42 15.00 89 °27'29" S74 °23'52 "E 21.11 C37 55.78 175.00 18 °15'46" N38 "48'00'W 55.54 C38 11.88 15.00 45 °23'26" S25 "14'10 "E 11.57 C39 139.56 60.00 133 "16'22" N69 "1 0'38'W 110.16 C40 11.88 15.00 45 °23'26" N66 "52'53 "E 11.57 C41 134.52 175.00 44 °02'28" S67 "33'22 "W 131.23 C42 274.35 150.00 104 "47'45" N82 "04'00 "W 237.66 C43 22.63 15.00 86 "25'49" N88045'03 "E 20.54 C44 242.37 320.00 43 "2346" S26020'10 "E 236.62 C45 265.09 350.00 4302346" S26020'10 "E 258.80 C47 205.63 200.00 58054'35" N00 "12'50 "W 196.69 C48 9.36 200.00 2 "40'52" N30 "34'53 "E 9.36 C49 23.56 15.00 90 "00'00" 540 "21'43 "W 21.21 C50 127.89 175.00 41052'24" N73842'05'W 125.07 C51 15.12 15.00 57046'09" N23852'49'W 14.49 C52 309.49 60.00 295032'17" N37814'07 "E 64.00 C53 15.12 15.00 57046'09" S81838'57 "E 14.49 C54 164.44 225.00 41052'24" N73 "42'05'W 160.80 C55 23.56 15.00 90000'00" S49838'17 "E 21.21 C56 146.17 200.00 41052'24" N73 "42'05'W 142.93 C57 20.88 15.00 79 "45'35" S05 "39'21 "W 19.24 C58 93.23 210.00 25026'11" N21030'21'W 92.47 C59 112.08 180.00 35 "40'36" N26 "37'34 "W 110.28 C60 116.63 220.00 30 "22'24" S23 "58'28 "E 115.26 C64 61.05 175.00 19 "59'16" N70 "52'02 "E 60.74 C65 23.70 15.00 90032'31" N15 "36'08 "E 21.31 C66 228.63 125.00 104 "47'45" N82 "04'00 "W 198.07 C67 19.52 23.00 48037'21" S55 °32'46 "W 18.94 C68 16.11 60.00 15822'42" N38 °55'28 "E 16.06 C69 18.89 23.00 47002'50" S23 "05'25 "W 18.36 C70 141.47 475.00 17803'53" S12 "44'37 "E 140.95 C71 27.74 1 15.00 1 105 "57'44" S74 "15'26 "E 23.95 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BIRD CHRD DIST C72 202.41 60.00 193 017'04" N30 °35'46 "W 119.19 C73 27.74 15.00 105 "5744" S13 "03'54 "W 23.95 C74 150.57 475.00 18 "09'43" S48 "59'50 "E 149.94 C75 23.56 15.00 90 "00'00" N76 °55'19 "E 21.21 C76 188.12 175.00 61 °35'26" N01 "07'36 "E 179.19 C77 23.42 15.00 89 °27'29" N74 023'52 11W 21.11 C78 81.02 225.00 20 03749" N71 "1 1'18 "E 80.58 C79 231.36 500.00 26 °30'43" 1 S17 "28'02 "E 229.30 C80 238.72 500.00 27 °21'18" S44 °24'02 "E 236.46 C81 88.52 160.00 31 °42'00" N42 °13'44 "W 8739 C82 55.32 180.00 17 "36'36" S35 "1 1'04 "E 55.10 C83 43.45 180.00 13 °49'47" N37 "04'28 "W 43.34 C84 62.85 40.00 90 001'21" S75 "1 Or! FIE 56.58 C85 70.43 45.00 89 "40'32" N14 "58'49 "E 63.46 C86 109.99 180.00 35 "0044" N47 021'50 "W 108.29 C87 81.21 150.00 31 "01'07" N45 °11'52 "W 80.22 C88 76.96 200.00 22 °02'55" N71 °53'51 "E 76.49 C89 56.39 50.00 6403T03" S57 "33'51 "E 53.45 C90 63.51 50.00 72 046'56" S1 1108,08"W 59.33 C91 125.88 205.00 35 °10'53" S47 "16'45 "E 123.91 C92 94.72 155.00 35 °00'44" N47 °21'50 "W 93.25 C93 23.48 15.00 89 °40'32" N14 "58'49 "E 21.15 C94 23.57 15.00 90 "01'21" S75 "10'15 "E 21.22 C95 49.48 205.00 13 "49'47" N37 °04'28 "W 49.36 C96 132.53 250.00 30 °22'24" S23 "58'28 "E 130.98 C97 23.56 15.00 90 "00'00" S13 °04'41 "E 21.21 C98 1 22.87 1 15.00 87 "22'16" S75836'27W 20.72 C99 47.64 155.00 17 "36'36" S35 "1 1'04 "E 47.45 C100 67.67 125.00 31 °01'07" N45 °1 1'52 "W 66.85 C101 12.85 175.00 4 °12'27" N45 °49'40 "W 12.85 C102 27.17 60.00 25 °56'39" N15 "30'47 "W 26.94 C103 37.04 60.00 35 02210" N460101 1 "W 36.45 C104 37.30 60.00 35 "37'20" N81 °39'56 "W 36.71 C105 38.05 60.00 36 "20'14" S62021'17"W 37.42 C106 55.07 175.00 18 "01'53" S79 °55'51 "W 54.85 C107 50.25 175.00 16 "27'08" S62 "41'20 "W 50.08 C108 27.27 175.00 8 "55'38" S49 059'57 "W 27.24 C109 33.19 320.00 5 "56'31" $45003'47 "E 33.17 C110 84.29 320.00 15 "05'34" S3483245 "E 84.05 C111 86.38 320.00 15 "27'58" S19015'59 "E 86.12 C112 23.74 175.00 7 "46'26" S89 "14'56 "W 23.73 C113 24.02 60.00 22 "56'20" S06 "27'54 "E 23.86 C114 35.05 60.00 33 "27'58" S34040'03 "E 34.55 C115 33.84 60.00 32 018'45" S67033'25 "E 33.39 C116 34.27 60.00 32 "43'19" N79 "55033 "E 33180 C117 37.16 60.00 35 "29'21" N45 "49013 "E 36.57 C118 29.10 60.00 27 "47'06" N1481 VOWE 28.81 C119 81.61 60.00 77 "55'48" N38 "40'34 0'W 75.46 C120 34.44 60.00 32 "53'24" S85 "54'41 "W 33.97 C121 6.43 225.00 1 "38'16" N53035'01 0'W 6.43 C122 46.38 225.00 11 "48'35" N60 "18'27 "W 46.29 C123 47.90 225.00 12011'49" N72018'39 "W 47.81 C124 44.86 225.00 11825'24" N84007'16 "W 44.79 C125 18.87 225.00 4848019" S87045'53 "W 18.87 C126 5.10 15.00 19828'16" 584854'09 "E 5.07 C127 5.10 15.00 19828'16" S75037'35 "W 5.07 C126 633 5.00 72832'33" N83047'52 "E 5.92 C129 8.47 15.00 32821'46" 543844'57 "E 8.36 C214 38.52 45.00 31824'46" $11851'42 "E 24.36 53.74 60.00 51 "18'50" S2104843 "E 51.96 C216 5.64 5.00 6403T03" N57833'51 "W 5.35 N24.67 57.16 165.00 19 "50'53" N70047'50 "E 56.87 C218 33.43 60.00 31855'27" 514815'15 "E 33.00 33.43 1 60.00 31 "5527" S46810'42 "E 33.00 LINE AND CURVE TABLE NOTE: THE FOLLOWING LINE & CURVE NUMBERS ARE NOT USED ON THIS PLAT: LINE NUMBERS : L12, L20 -22, L33 -34, L45, L47 -49, L51 -53, L57, L63, L65, L67 -69 CURVE NUMBERS: C4 -6, C29 -30, C46, C61 -63, C132 -133, C136 -139, C148, C150 -151, C153 -154, C156 -160, C162 -165 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C142 10.01 60.00 9 °33'37" S66 °55'13 "E 10.00 C143 33.43 60.00 31 "55'27" S87 "39'45 "E 33.00 C144 42.50 60.00 40 "34'52" N56005'05"E 41.61 C145 16.99 15.00 64 °53'21" S68 "14'20 "W 16.09 C146 95.61 290.00 18 °53'23" S18 °13'58 "E 95.18 C147 56.44 290.00 11 °09'02" S33 "35'09 "E 5635 C149 6101 205.00 17 °36'36" S35- 11 -04-W 62.76 C152 74.69 1 135.00 31 °42'00" S42 °13'44 "E 73.74 C155 4.32 15.00 16 °31'00" N81 "36'53 "W 4.31 C161 19.10 180100 5 °55'12" N29 °20'15 "E 19.09 C166 125.65 535.00 13 °27'21" S43 "57'42 "E 125436 C167 68.99 535.00 7 °23'19" S54 °23'02 "E 68.94 C168 69.53 60.00 66 °23'52" S84054'02"W 65.71 C169 43.01 60.00 41 "04'22" S31009'55W 42.10 C170 38.23 60.00 36 "30'38" S07 °37'35 "E 37.59 C171 4.84 15.00 18 "29'21" N56 °09'12 "E 4.82 C172 30.67 60.00 2901 T19" S40 "31'33 "E 30.34 C173 36.71 60.00 35 °03'21" S72 "41'53 "E 36.14 C174 37.42 60.00 35 °44'05" N71 054'24 "E 36.82 C175 23.16 60.00 22 °07'02" N42 °58150 4PE 2102 C176 40.24 65.00 35 "28'11" S47 °53'40 "E 39.60 C177 22.30 65.00 19 "39'16" S75 °27'23 "E 22.19 C178 26.17 1 65.00 23 "04'13" N83 °10'53 "E 26.00 C179 13.42 65.00 11 "49'42" N65 °43'55 "E 13.40 C180 13.73 65.00 12 °06'14" N53 "45'57 "E 13.71 C181 2089 15000 11 "02'31" S40 °00'53 "W 2.89 C182 68.88 125.00 31 °34'16" S61819'16"W 68.01 C183 102420 125.00 46 °50'50" N79 °28'11 "W 99.38 C184 57.55 125.00 26 °22'39" N42 "51'27 "W 57.04 C185 15.72 465.00 1 "56'11" S05 °10'46 "E 15.71 C186 137.00 465.00 16 °52'50" S14 "31'32 "E 136449 C187 9.05 15.00 34 °33'18" N70 °02'21 "E 8.91 C188 34.04 60.00 32 "30'22' S69000'53W 33.59 C189 33.13 60.00 31 "38'27" N78 "54'42 "W 32.72 C190 35.07 60.00 33 "29'20" N46 "20'48 "W 34.57 C191 31.42 60.00 30000'05" N14 "36'06 "W 31.06 C192 30.20 60.00 28050'14" N14049'04 "E 29.88 C193 38.55 60.00 36048'35" N47038'29 "E 37.89 C194 9.05 15.00 34033'18" S48046'07"W 8.91 C195 129.81 465.00 15059'39" S46809'40 "E 129.39 C196 31.81 465.00 3055'11" S56807'06 "E 31.81 C197 5.10 15.00 19028'16" N41039'27 "E 5407 C198 94.79 175.00 31002'09" N16024'14 "E 93.64 C199 93.32 175.00 30033'17" N14823'29 "W 92.22 C200 4.96 15.00 18055'46" N39008'00 "W 4.93 C201 30.61 185.00 9028'48" N53820'19 "W 30.57 C202 52.64 185.00 16018'02" N40026'50 "W 52.46 C203 32.56 205.00 9006'01" S34814'19 "E 32.53 C204 51.27 205.00 14019'51" 1 S45057'15 "E 51.14 C205 42.04 205.00 17045'01" $58859'41 "E 41.97 C206 47.22 225.00 12001'25" N11840'24 "W 47.13 C207 47.06 225.00 17059'01" N23040'37 "W 46.97 C208 102.50 235.00 24059'22" N1003421 "E 101.68 C209 36.65 175.00 17859'58" N54842'26 "W 36.58 C210 47.32 175.00 15829'36" N40857'39 "W 47.18 C211 10.77 175.00 3031'33" N31027'05 "W 10.77 C212 95.18 155.00 35010'53" S47816'45 "E 93.69 C213 1 125.27 1 205.00 35000'44" N47821'50 "W 123.33 C214 38.52 310.00 77008'39" S8011'51"E 38.49 C215 116.63 220.00 30822'24" S23058.28 "E 115.26 C216 93.23 210.00 29026'11" N2103021 "W 92.47 C217 111.43 220.00 29001'11" S23821'24 "E 110.24 C218 43.37 60.00 41824'39" S59851'60 "E 42.43 C219 31.09 60.00 29838'05" S65043'48 "E 30.74 C220 34.22 45.00 43034'18" S72840'25 "E 33.40 C221 68.34 235.00 16 °39'41" N69012'14 "E 68.10 C222 30.71 1 37.50 46855'23" S52838'35 "E 29.86 C223 38.39 47.50 46018'10" N52857'11 "W 37.35 C224 14.33 17.50 46055'23" S52838'35 "E 13.93 C225 37.16 37.50 56046'26" S57834'06 "E 35.66 C226 56.98 57.50 56846'26" N57034'06 "W 54.67 C227 18442 87.50 12003'39" N88000'51 "E 18.38 C228 22.63 107.50 12003'39" S88800'51 "W 22.59 C229 22.22 27.50 46018'10" S52857'11 "E 21.62 C230 8.01 26.21 17030'48" N72056'55 "E 7.98 74.10 46.22 17027'27" S72055'48 "W 14.04 E 2C23, C232 1 202.20 1 160.00 72024'20" N13016116 "E 189.01 C233 1 240.11 1 190.00 72024'20" N13016'16 "E 224.45 LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 COUNTY OF BEXAR: LOT 38, BLOCK 1 LOT 1, BLOCK 6 I, COUNTY CLERK OF BEXAR COUNTY, DO LOT 39, BLOCK 1 LOT 19, BLOCK 7 HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE LOT 46, BLOCK 3 LOT 20, BLOCK 7 ON THE DAY OF 20 A.D. AT AND DULY LOT 47, BLOCK 3 LOT 21, BLOCK 7 -M. LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN LOT 50, BLOCK 3 LOT 16, BLOCK 8 BOOK/ VOLUME ON PAGE LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 COUNTY CLERK, BEXAR COUNTY, TEXAS LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. 15. THE THOROUGHFARE ALIGNMENTS SHOWN ON THE EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 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: BY: CHAIRPERSON SECRETARY PRELIMINARY SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 50' BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, 10' BSL COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT F--- - - - - -- OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY I I RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE I I TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL I I PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 I I ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL I I PROPERTY RECORDS, BEXAR COUNTY, TEXAS. I I WI Imn STATE OF TEXAS o ml I inl I I I COUNTY OF BEXAR: I I I I I, COUNTY CLERK OF BEXAR COUNTY, DO I I I I HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE I ON THE DAY OF 20 A.D. AT AND DULY 20 BSL J L -M. _ _ _ RECORDED THE DAY OF OF , 20 A.D. AT M. _ IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN 10' PUE BOOK/ VOLUME ON PAGE 50' LOT DIAGRAM IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ LOT DESIGN COUNTY CLERK, BEXAR COUNTY, TEXAS GUIDELINE BY: ,DEPUTY SHEET 5 OF 5 CO N 0 V W J U_ Of w I- tn a a z 0 0 w U) LL SC1H[E1HnFZ ' OCOMMUNITY PP RTUNITY PLANNING AND ZONING COMMISSION MEETING: September 23, 2015 Agenda Item 713 TO: PREPARED BY: CASE: Planning and Zoning Commission Bryce Cox, Planner PC2015 -013 The Crossvine, Module 1, Unit 4 — Final Plat SUBJECT: Consider and act upon a request for approval of a final plat of The Crossvine Module 1, Unit 4, an approximately 41 acre tract of land situated in the Jeronimo Leal Survey No. 79, Abstract No. 424, County Block 5058, City of Schertz, Bexar County, Texas, generally located south of the intersection of Aranda Lane and Lower Seguin Road. GENERAL INFORMATION: Owner /Applicant: Gordon Woods, Additional 6 LLC Project Engineer: Gregg Andrulis, Malone /Wheeler Engineering APPLICATION SUBMITTAL DATE: April 9, 2015 June 26, 2015 September 18, 2015 (Original Application) (Revised Submittal) (Revised Submittal) ITEM SUMMARY: The applicant is proposing to final plat approximately 41 acres of land establishing 142 single family residential lots. All lots will be DSFR1 lots with a minimum size of 5,500 square feet as dictated by The Crossvine Subdivision PDD. Lot Use Dimensional Requirements Use Category Area Square Feet Width (ft.) Depth (ft.) DSFR 1 5,500 50 110 The plat was reviewed in accordance with The Crossvine PDD (Ordinance 12 -S -16 and amendment 14- S -08). This property is part of a Planned Development District, as such it must comply with the design requirements of the PDD and any area that is not directly addressed in this document must comply with the design criteria of the Schertz Unified Development Code (UDC), as amended. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is undeveloped and is generally located south of the intersection of Aranda Lane and Lower Seguin Road. ACCESS AND CIRCULATION: The UDC, Article 14, requires that all residential subdivisions have a minimum of two (2) locations accessing existing public streets. This development is designed to have two (2) points of access via Lower Seguin Road and the extension of Sagenite which was constructed with the Sedona subdivision. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree Affidavit which indicates that the site does contain protected and /or heritage trees which will be removed. A tree survey has been reviewed by Parks and Community Services department. The tree survey identifies one (1) heritage tree and two (2) protected trees for a total of 61 inches to be removed. The replanting of 123 inches of new trees or a fee in lieu of mitigation in the amount of $12,300 is due prior to the issuance of a permit. PARKS: All parkland requirements have been satisfied, no fees are required. The Crossvine is proposing more than 2.5 miles of "must build" trails; several pocket parks throughout the entire development; open space in excess of 15 %; 13.1 acres of public parkland (Heritage Park) previously dedicated to the City of Schertz; and an Amenity Center which is currently under construction in Module 1, Unit 1. This unit includes construction of a small private park and extension of open space and trails. Additionally Green Grant will provide direct access to the west side of the City's parkland (Heritage Park). PUBLIC SERVICES: The site is serviced by Schertz water and sewer, CPS, AT &T, and Time Warner Cable. PUBLIC IMPROVEMENTS: All public improvements required for this subdivision are required to be installed prior to recording of the final plat per UDC, Section 21.4.15., unless otherwise specified in an approved development agreement. The civil construction plans have been reviewed and approved by the Public Works and Engineering Departments. Water and Sewer: This site will be serviced through 8" water lines and 8" sewer lines that will be extended throughout the subdivision and stubbed for future development. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. A drainage plan has been reviewed and approved by the City Engineer. This subdivision is designed to drain to the south to an existing offsite detention pond. Sidewalks, Hike and Bike Trails: Trails and sidewalks are planned for the entire community connecting to several designated parks and open space. Road Improvements: All street improvements will be constructed according to the Public Works Specifications. Residential sidewalks are proposed at 5' and will be placed either adjacent to the curb or within a 2' greenbelt. All streets will be developed to City of Schertz specifications including sidewalks. 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. The plat has been reviewed with no objections by the City Engineer, Public Works, Parks, Inspections, and Fire. Staff recommends approval. Planning Department Recommendation X Approve as submitted Approve with conditions* Denial While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. 2 COMMISSIONERS CRITERIA FOR CONSIDERATION: 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 4,871011:1: [ALONE *WHEELU SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF 20 OWNER: ADDITIONAL 6, LLC C/O CHRIS PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 / - - wER SEGUji DR o S z� v - ` Ova / 1 OAKBUD , \ \\ \ \ %% \ i \ \ SUNPOOL \ \ \m - \ SHEET 3 \SHEET 4 A\ /. �40,� cjI \ 1 i B.C.D.P.R R.P.R.B.0 i v R.O.W. ESM'T N.V.A.E. B.S.L. P.U.E. ELEC TEL - _ CA.TV. - - O 0 200 400 SCALE: 1"=200' C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. \ `1 \ i LEGEND BEXAR COUNTY DEED AND PLAT RECORDS REAL PROPERTY RECORDS BEXAR COUNTY RIGHT OF WAY EASEMENT NON - VEHICULAR ACCESS ESM'T BUILDING SETBACK LINE PUBLIC UTILITY EASEMENT ELECTRIC TELEPHONE CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE TxDOT DISC (POINT OF BEGINNING) SIGHT DISTANCE EASEMENT ADDITIONAL NOTES: 1. Yz" DIAMETER STEEL PINS SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 2. FINISHED FLOOR ELEVATIONS MUST BE A MINIMUM OF 8 INCHES ABOVE FINISHED ADJACENT GRADE. 3. BEARINGS SHOWN HEREON ARE REFERENCED TO PREVIOUS SUBDIVISION PLATS FOR THIS OR ADJACENT PROPERTIES. 4. CONTOURS FROM PREVIOUSLY RECORDED PLAT. LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS ti7�y 10' BSL F--- - - - - -7 I I I I I I I I I I I I I I I I I I I I I I L_ 20' BSL __j 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE INDEX MAP NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE LOT 38, BLOCK 1 LOT 1, BLOCK 6 TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY: CHAIRPERSON BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 \ BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, \ / " \ COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY \ \ RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE \ \ / \ \ / TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY \ STATE OF TEXAS COUNTY OF BEXAR: I, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 1 OF 5 } CO O I- d N M M 0 N 00 rn C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. 0 100 200 SCALE: 1"=100' NOT TO SCALE " I ENGINEER: i MALONE *WHEELER SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 �5(i WATER TRANSMISSION AND AUSTIN, TEXAS 78735 \ 10' GAS RIGHT9F WAY AGREEME T I� S EG U I I\M RD RIGHT EASEMENT PHONE: GIST ATIO 01 FAX: (512) 899 -0655 \ �lZ232/1571) 1 - 6— - 699/2235)- FIRM REGISTRATION NO. F -786 \ R686.78 ' R.O.W. VARIES N L==600.09 _ Tan =mow., c°- 0 -60'03'49" 10' GAS I6HT 0 / / 60 12' '"'"'� LOT 1 BLOCK 3069 'i-00, ' 3s s" e R SURVEYOR: �EEME / lu — — — — — _ 1323 571 ��G 6 Z— — — — — r < 03 0.259 OF AN ACRE POINT OF ( ) s _�— W 118.73'- — �> 18 VOLUME 14804, PAGE 131 w o S 83'53'37" S D�'' JOHNSON SURVEYING INC. BEG!NNING ( TRACt 1) 3�p0 c) >. m m 60.41' M 60 7s 10, \ ` ?5j'• S REAL PROPERTY RECORDS i 50.49' S8' 39 34" POINT OF COMMENCING c' 0 = D >) N p n 7.83' E \ BEXAR COUNTY, TEXAS OWNER: (TRACT 2) i \\ \/ o' z1� 1. N BLOCK 20.25' 203.\ _ _ SHARON C REDS, 11776 LOWER REGISTERED PROFESSIONAL LAND SURVEYOR 1� / / 1 A m SEGUIN RD, SCHERTZ, TX 17890 BLANCO RD., SUITE 306 I m 3 - N 6 SAN ANTONIO, TEXAS 78232 E // 2 a 2 m 3 0 4 5 4 2 h^ \ RO PHONE: (210) 858 -9838 FAX: (210) 247 -6138 I N ^ b N�a \ �GV \� 5 FIRM REGISTRATION NO. 10140500 6ti �O LoT1 432 " c, io �� j o $ o o / R `� \4v- OG BLOCK .� 2 w e5 's. MT1 ° ° �, 6 ° 0' GAS RIGHT -OF -WAY O�� Y1' / X01 vs n ° �2S 0i� c Zp f °- 20' BSL -- N n '' o� �o AGREEMENT \O � iz0 C) \ ? tiN �. 4S� /4rys �' (13192/920) L29 C125 C124 \ '� / I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS 3 / I cs clzs L30 cl \ a 7 HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL \ / N� 60, s N za �� o° y \\ 30' WATER TRANSMISSION AND / REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO / / Q W 1 gg,76� _ _ o c� ' ' °'� RIGHT OF WAY EASEMENT WHICH THIS APPROVAL IS REQUIRED. \ - cv 8654'48" W 121.511 S 85'21'43" �CSS ?a "� rn \ •a �orn (9699/2235) CITY ENGINEER \ S 1 N N 5 85'21'43" W 76.60' N \�\ a >\ \_ - -- �ry 8 BLOCK \\ 30' LANDSCAPE LOT \ 1 1 n °' o-9 45.66 0.94 —c112 Giza \ 90�\ LOT 59, BLOCK 1 \ WI o rn o \zs•� N \S ?• \ 1 y5 0 /\ (9583/73 -78) o BLOCK \ \ \ r 20 BSL N \ 224SS 4 \` -, \� � g� V 16' WASTEWATER EASEMENT yNl9. 2 110 yg \\ °fat ` ml 8 J BLOCK m 16 15 s m 1 \ Be'�� N 10 g88o STATE OF TEXAS \ qy0 rn o 14 1 N COUNTY OF BEXAR \ p� 5 y9 k1 I I0° � N o �0 W 1201° �� I � � o ?\ _ - � UNIT NO. 1 THE OWNERS OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE \ ° 50g 10l 30' 30 49.34' 43912 \ \ y d' S 9 �s Fes— VOLUME 9583, PAGES 73 -78 O °�. 6�� 1 8 B. a3 W to7.59 .�?� s 7 \ / 6�S o, DEED AND PLAT RECORDS PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, 5 6 C 1, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC ° \ PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN PLAT RECORDS EXPRESSED. o q6 I� \rn LOT 39, BLOCK 1 LOT 19, BLOCK 7 \ • 64 THIS THE _DAY OF 20 1A 5 7 \ ESM'T \m N.V.A.E. NON - VEHICULAR ACCESS ESM'T OWNER: ADDITIONAL 6,LLC \ or- 644`'us N\ ° C/O CHRIS PRICE BLOCK 8 9 314 E. COMMERCE ST., SUITE 600 ELECTRIC SAN ANTONIO, TX. 78205 2 2 PHONE: 210- 226 -6843 CABLE TELEVISION - - - a�n2 \ y$ LOT 1, BLOCK 1 s 9 STATE OF TEXAS \ COUNTY OF BEXAR ��rll�,ollll -------------------------- BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 NOTARY PUBLIC BEXAR COUNTY, TEXAS STATE OF TEXAS COUNTY OF BEXAR I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 16' WATER UTILITY EASEMENT \1 2i S2�•, F \ BEXAR COUNTY, TEXAS \ \ \� \r �1y e h� o ��• 10 BLOCK gS \ cb \� \\ `' 8? � � 18 s O 11 6p \9y \ 15' LANDSCAPE & DRAINAGE LOT LOT 60, BLOCK 1 x431 z b \, y9oJ/73 -78) OWNER: DO O �o s 0 28,oS, 1g 66 06 ° h SIG\ 1ASTER COMMUNITY PO BOX 12 �ij\ h h' SS rn 59.93' 19 °O 35.6a 6356E 117.13' Z p �� \ 700128, 4A S, TX 79'2 Z 1, 0. 0.0 \ \ h� 20 `�' 17.03' °; w 24 �v BLOCK / L 2 \ \ �': 2 Co. 23 �� 4 ° 22 = / BLOCK m, � ��' i croa 4 4 1p5 / _ 2 �� \ \ �1 R o 1 a ' Es1J<_ o ` g .\ \\601 0. \ y� N 22'47'28" W �.`lry \FS,/ij. \O ?° 3 B• ° 21 0 j \ 27 \ 1.45' �\ 3, 9�'i• % c� °� ° 1 ,N Sp sr \ / 19.156 ACRES es, h 'y \ p 2• � o / o- VOLUME 12813, PAGE 1507 \ �„ �^ 3 REAL PROPERTY RECORDS \ See `ry \\ \?OOe �' o �s \ s \ 28 BEXAR COUNTY, TEXAS OWNER: MALDONADO JOINT iy �� ^h� 4 ^600 \ \2op 3 y\ VENTUE, 16348 NACOGDOCHES o Lhh \02° 3�°S• o�/ /�� Z esy/ S RD, SAN ANTONIO, TX \ 2p \� F 9vA �y �06 , e �5� w h0 \\ \ \ 29 �o ^h \ \\ \ \ y.5 s9 �bry �4r °2o 5 \ \�5� , '� 2 BLOCK \\ 6 °1g BLOCK LOT 1 sa \ 1 BLOCK �, s 6 F s �� m �� H" 4 \ \\ \ �\ \ \\ 30 11° so s \\ 3 �h sss4 r BLOCK "mss. �\\,� \ \ \\ o h 3 \ ° 2`' •p\ \ 19y� N ry N42'20'37"W \�., `ro 26 \ S 60 F 22.79' y \ �\ 31 ao 208)•2 �G °3o 30 �� p� 46.6 794. .02' rt'L \\ �• \� `�,o. \pF`\ ul Nh 13.20' 7 / a `^ I r\ 6 4 011 r. N 85'28'17" W 126.24') °� N g1.1= :x_42' wm 4. 11 BLOCK O� S 05.09'43" E I n p UD o ° I I 4 6 °1g 5 27.70 \ \ 1 0° OAK B \p 11 15 c,1 ,;i �s" • E , NAaN W 1n \�� mN m p \11 ati6 N 143 1 16� 18 \ �5 9 14 yae° Q \ v p \ \ \ F \ m N N\ `Prnryh 0 10 m \\ NNW\ co h N \ L40 BLOCK �9 3 s` h 3 0 6akgy \ BLOCK a — 6. -7 4 5! J 3 s3 s 6 �P THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL I I I I I I I I I I I I I I I I I I I I I I L_ 20'BSL_J 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 39, BLOCK 1 LOT 19, BLOCK 7 BEXAR COUNTY R.O.W. RIGHT OF WAY ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T B.S.L. BUILDING SETBACK LINE P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION - - - - PROPERTY LINE LOT 1, BLOCK 1 ADJACENT PROPERTY LINE LOT 1, BLOCK 2 CENTER LINE OF R.O.W. - - - - - - - - - - - - - - - - EASEMENT -------------------------- - - - - -- BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) — — — S101mRr- — — — SIGHT DISTANCE EASEMENT LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL I I I I I I I I I I I I I I I I I I I I I I L_ 20'BSL_J 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PLAT OF THE CROSSVINE, MODULEI, UNIT 4 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS _ DAY OF A.D. 20_ BY: CHAIRPERSON BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20 A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20 COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 2 OF 5 m O H 2 D_ 0 v M Lo 0 N rn C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. ENGINEER: FMAL04E*tWHEELER . 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 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 / COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 \ LOT 38, BLOCK 1 LOT 1, BLOCK 6 3 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 T STATE OF TEXAS \ LOT 48, BLOCK 3 LOT 14, BLOCK 8 n cv LOT 49, BLOCK 3 LOT 15, BLOCK 8 0 0 COUNTY OF BEXAR LOT 16, BLOCK 4 LOT 16, BLOCK .9 \ v THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE LOT 35, BLOCK 3 ? \ S PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, LOT 1, BLOCK 1 LOT 1, BLOCK 2 ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC LOT 1, BLOCK 3 1 LOT 40, BLOCK 3 PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN LOT 9, BLOCK 8 spy` LOT 15, BLOCK 9 EXPRESSED. LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 THIS THE DAY OF 20 WASTEWATER EASEMENT \ r� \ c OWNER: ADDITIONAL 6, LLC C/O CHRIS PRICE 314 E. COMMERCE ST., SUITE 600 \ SAN ANTONIO, TX. 78205 \ PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR 19.156 ACRES VOLUME 12813, PAGE 1507 BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY REAL PROPERTY RECORDS APPEARED , KNOWN TO ME BEXAR COUNTY, TEXAS TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING OWNER: MALDONADO JOINT INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME VENTUE, 16348 NACOGDOCHE FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN RD, SAN ANTONIO, TX THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF _20 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY, TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 VVU E. h1`SoVE LOT 1 S \\ BLOCK �o 03 \3 �o ° ^ti aN 20 N \ S 84'56'51" E 119.8; 3 M � a \ of 21 \ °o N 11F s so 0^N s0.' y;n \ yd 22 / \ 'rte• ?6 so 16.49 ACRES ' VOLUME 12813, PAGE 150, \ REAL PROPERTY RECORDS \ BEXAR COUNTY, TEXAS \ OWNER: MALDONADO JOINT \ VENTUE, 16348 NACOGDOCHES RD, SAN ANTONIO, TX \ �P \ �V 0 100 200 SCALE: V=100' JJ G y" SEDONA UNIT NO. 1 LUME 9583, PAGES 73 -78 DEED AND PLAT RECORDS BEXAR COUNTY, TEXAS 00 \ i s a0• 9A F i °O. 35 019 BLOCK' / 20�$% 36 '\ 5ry2 as ap6 2 1.ygy B.C.D.P.R. R.P.R.B.C. R.O.W. ESM'T N.V.A.E. B.S.L. P.U.E. ELEC TEL CA.TV. O STURTLIR�_ LEGEND BEXAR COUNTY DEED AND PLAT RECORDS REAL PROPERTY RECORDS BEXAR COUNTY RIGHT OF WAY EASEMENT NON - VEHICULAR ACCESS ESM'T BUILDING SETBACK LINE PUBLIC UTILITY EASEMENT ELECTRIC TELEPHONE CABLE TELEVISION PROPERTY LINE ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. EASEMENT BUILDING SETBACK LINE TxDOT DISC (POINT OF BEGINNING) SIGHT DISTANCE EASEMENT ctz w 14.25'R � 4y�5 - �SAGENI-fE L54 - -- z SUNPOOL I I � I W I i �I X15' LANDSCAPE 8v6RAINAGE LOT LOT �O/BLOCK 1 \(9583/73f78) OWNER: SEDONA MAST COMMUNITY INC, PO BOX 700128, DALLAS r \ 0 g2 s / i _ 6 / E 1119 � s0o \ 5 09 s� / SEDONA 112 UNIT NO. 1 6 gyp\/ VOLUME 9583, PAGES 73 -78 1a n2 sw 9y DEED AND PLAT RECORDS 6 v BEXAR COUNTY, TEXAS 0 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY f 4a.n- MATCH LINE SEE SHEET 4 LOTSUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' LOT DIAGRAM NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY: CHAIRPERSON BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: LOT DESIGN GUIDELINE I, , COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20_ COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 3 OF 5 } CO O H D_ Lo v M 0 N M rn ENGINEER: FMAL04E*tWHEELER . 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 C.P.S. NOTES 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. 0 100 200 SCALE: 1"=100' LOT 17,4.423' � MATCH LINE SEE SHEET 3 - g N 87.36'37" E 12/.11 I BLOCK 9 �cb. 41 b 10 / /d , �o 9 X15' LANDSCAPE & DRAINAGE LOT / -i / ry^ Le�60, BLOCK 1 BLOCK 804, / / / ti° 10 ° (95 73 -78) OWNER: SEDONA 7 //� 70�\ 2 �° ER COMMUNITY INC, P¢ BOX ,.80' /�s / 0 0 �FcT\ 2p, a ^ \ 700128, DALLA /S,�Pf( \o4s 60'42 6 �� \es< s 11 09 \ �22Se 2S SO�S,y/\, °5 'os• jp °' o' ?�' ° ? �?ds� °j s °4 12 °4 '?9e \ \ \� 12 N/ w 2s. rd, \ / 1 '299 \ \ 1 " 13 �,'�0 SEDONA / os S h/ h ti s8• 2 2 \ UNIT N0. 1 ES 73 _ 78 VOLUME 9583, NP DEED AND PLAT RECORDS I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS °'' Se. 91- F / h / /R° �3 oa. m \\ \ c, \ BEXAR COUNTY, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL 17.07' O4, OB` / �s \o y �'O�r. N 14 \ r 1 REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO L� . y:`L w �° ". `59• 4'eF 4" 2- 35 0 • _ � / 8 4 N,�/ S ��e s /2BLOC 26 8 WHICH THIS APPROVAL IS REQUIRED. 4 2 K y2 y !y 3 Io/ Al � � C• 1 p ` \F\C � � R 3� ' ` ° y �\? iO % . \ Noi. `'. m . > > w. \ � S °o� \ \ O \ 0 \� ,$n2 \,^ ° 6 . \ \ / 1 1 ss, yp• .h 4. BLOCK 4,Q , c16e CITY ENGINEER 3 27 o oZ 5 / e s s s • /I/Ow`//4 �� ,�4 ° 9S \ • o 3 �� 4 > ` �> N ° LOT 15 s \� t, - 6 / h / 044 tT` o v w 8.4 /o / F �O\ STATE OF TEXAS �r 5kp0 N 79'22'76" 73 3' /�a 60 ?' �� 3 33" ��4 I - �� BLOCK s °2 `\ y ° COUNTY OF BEXAR �o. I� ��` y° 4/" 3 5 THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE �� \ \h kS�L e e° S S6° 32 °F� may° PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC W /' F� s o ^4 // 44�° ^ \\ ON o �� PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN `? 53y p1 s!s/ n / F o , \ \JF rn y. EXPRESSED. \ �j e AA./ �s 31 THIS THE DAY OF 20 > s. r\ a/ 5e� / y' °0 30 F 34 �a� g�� \°• °. �a '� I k 29 OWNER: ADDITIONAL 6,LLC �� C/O CHRIS PRICE / °j '^ 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 / `'9 ¢ 1 PHONE: 210-226-6843 \� N S 663q o p9�oyg BLOCK 55` s� 3 `n STATE OF TEXAS I I 10 . J W / PRIVATE PARKLAND �9 �s LOT 35 COUNTY OF BEXAR 16.49 ACRES I LOT 1 5 7553 87 .1 >� (0 63 AC) / �s9• VOLUME 12813, PAGE 1507 \ BLOCK BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY REAL PROPERTY RECORDS I _3 REMAINING PORTION OF A CALLED / �� \ APPEARED KNOWN TO ME BEXAR COUNTY, TEXAS 'v _ i 5g OWNER: MALDONADO JOINT, 5.000 ACRES, VOLUME 11185, PAGE 2 TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING 1823, REAL PROPERTY RECORDS E INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IENTUE, 16348 NACOGDOCHES 1 y gS a y OWNER: BEXAR COUNTY, TEXAS � e FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN RD, SAN ANTONIO, TX N /y9 p1 THE CAPACITY THEREIN STATED. N 5 59 BRETT LOW & DEBORAH , SCHERTZ, 1 1650 y 6 �., \rn- / LOWER SEGUIN RD, SCHERTZ, T� a 36 vo� S. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE 30' ACCESS EASEMENT DAY OF 20 N. 5 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY, TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL F---- - - - --1 I I I I I I I I I I I I I I I I I I I I I I L_ 20' BSL 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE REMAINING PORTION OF A CALLED 5.000 ACRES VOLUME 11185, PAGE 1823 REAL PROPERTY RECORDS BEXAR COUNTY, TEXAS OWNER: BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUIN RD, SCHERTZ, TX o� m\ \N BLOCK o• 20.00' 6 'v \fib °ao� RFF\ W 86; 9 13.10 ACRES (VOL. 14332 PG. 121, h ° \ \� � G 9 OWNER: CITY OF SCHERTZ, 7 e5< ^o ssa2+.�s �� SCHERTZ PKWY, SCHERTZ, h °a s BLOCK 20•� \ �3.7 $ ^� BSS \\ \� �\ 20' DRAINAGE EASEMENT `F �fl \ \ TO BY LOT 9 DEDICATED � S O � m \\ N (nN� SEPARATE INSTRUMENT ss• °� �° 10 3 s VOL �S 2204 b� \�6y1 c PAGE SRS. s BLOCK \R�• 4 21° of h `'v, l� 5995 "'O. 8 �. a. Y 9•, °'• 14 s ° \ S 2 \` l 12 9. 13 9 1A �D,•'` \ \�� °a9- `\`flip t� >v` p >ii. I'`p/,\95 cp.. ice/ irpn \6 45 Z �OO s6's BLOC .r3 lG2 37 3 1 6p� N 38 PORTION OF A CALLED 5.000 ACRES VOLUME 11185, PAGE 1823 REAL PROPERTY RECORDS BEXAR COUNTY, TEXAS OWNER: BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUIN RD, SCHERTZ, TX \\ cl Ci"/B x'10 %G�/ �O. / \ _ _ o� 42 00 lb s o v 39 LO 40 BLOCK N m 5 _ THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND LOT 37, BLOCK 1 LOT 1, BLOCK 5 PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS LOT 39, BLOCK 1 LOT 19, BLOCK 7 BEXAR COUNTY R.O.W. RIGHT OF WAY ESM'T EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T B.S.L. BUILDING SETBACK LINE P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC TEL TELEPHONE CA.TV. CABLE TELEVISION — — — — — PROPERTY LINE LOT 1, BLOCK 1 ADJACENT PROPERTY LINE LOT 1, BLOCK 2 CENTER LINE OF R.O.W. -------- - - - - -- EASEMENT ---------------------- - - - - -- BUILDING SETBACK LINE O TxDOT DISC (POINT OF BEGINNING) — — S%TmRr- — — — SIGHT DISTANCE EASEMENT o� m\ \N BLOCK o• 20.00' 6 'v \fib °ao� RFF\ W 86; 9 13.10 ACRES (VOL. 14332 PG. 121, h ° \ \� � G 9 OWNER: CITY OF SCHERTZ, 7 e5< ^o ssa2+.�s �� SCHERTZ PKWY, SCHERTZ, h °a s BLOCK 20•� \ �3.7 $ ^� BSS \\ \� �\ 20' DRAINAGE EASEMENT `F �fl \ \ TO BY LOT 9 DEDICATED � S O � m \\ N (nN� SEPARATE INSTRUMENT ss• °� �° 10 3 s VOL �S 2204 b� \�6y1 c PAGE SRS. s BLOCK \R�• 4 21° of h `'v, l� 5995 "'O. 8 �. a. Y 9•, °'• 14 s ° \ S 2 \` l 12 9. 13 9 1A �D,•'` \ \�� °a9- `\`flip t� >v` p >ii. I'`p/,\95 cp.. ice/ irpn \6 45 Z �OO s6's BLOC .r3 lG2 37 3 1 6p� N 38 PORTION OF A CALLED 5.000 ACRES VOLUME 11185, PAGE 1823 REAL PROPERTY RECORDS BEXAR COUNTY, TEXAS OWNER: BRETT & DEBORAH SWINNEY, 11650 LOWER SEGUIN RD, SCHERTZ, TX \\ cl Ci"/B x'10 %G�/ �O. / \ _ _ o� 42 00 lb s o v 39 LO 40 BLOCK N m 5 _ THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PLAT OF THE CROSSVINE, MODULE1, UNIT 4 SUBDIVISION HAS BEEN SUBMITTED TO AND CONSIDERED BY THE CITY PLANNING AND ZONING COMMISSION OF THE CITY OF SCHERTZ, TEXAS AND IS HEREBY APPROVED BY SUCH COMMISSION. DATED THIS DAY OF A.D. 20 BY: CHAIRPERSON BY: SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: I, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF , 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF , 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20 COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 4 OF 5 } CO O H 0- Lo Lp O N rn [ALONE *WHEELU SINCE INC. 1995 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 FIRM REGISTRATION NO. F -786 SURVEYOR: JOHNSON SURVEYING, INC. REGISTERED PROFESSIONAL LAND SURVEYOR 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 FIRM REGISTRATION NO. 10140500 I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATIONS OF THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER STATE OF TEXAS COUNTY OF BEXAR THE OWNER(S) OF THE LAND SHOWN ON THIS PLAT, DEDICATES TO THE PUBLIC, EXCEPT AREAS IDENTIFIED AS PRIVATE, FOREVER ALL STREETS, ALLEYS, PARKS, WATERCOURSES, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. THIS THE DAY OF 20 OWNER: ADDITIONAL 6, LLC C/O CHRIS PRICE 314 E. COMMERCE ST., SUITE 600 SAN ANTONIO, TX. 78205 PHONE: 210 - 226 -6843 STATE OF TEXAS COUNTY OF BEXAR BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE DAY OF 20 NOTARY PUBLIC STATE OF TEXAS COUNTY OF BEXAR BEXAR COUNTY. TEXAS I, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT. GREGORY J. ANDRULIS, PE REGISTERED PROFESSIONAL ENGINEER NO. 116390 MALONE/WHEELER, INC. 7500 RIALTO BLVD, BLDG 1, SUITE 240 AUSTIN, TEXAS 78735 PHONE: (512) 899 -0601 FAX: (512) 899 -0655 STATE OF TEXAS COUNTY OF BEXAR I HEREBY CERTIFY THAT THE ABOVE PLAT CONFORMS TO THE MINIMUM STANDARDS SET FORTH BY THE TEXAS BOARD OF PROFESSIONAL LAND SURVEYING ACCORDING TO AN ACTUAL SURVEY MADE ON THE GROUND. JOEL C. JOHNSON, RPLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5578 JOHNSON SURVEYING, INC. 17890 BLANCO RD., SUITE 306 SAN ANTONIO, TEXAS 78232 PHONE: (210) 858 -9838 FAX: (210) 247 -6138 LEGEND B.C.D.P.R. BEXAR COUNTY DEED AND PLAT RECORDS R.P.R.B.C. REAL PROPERTY RECORDS BEXAR COUNTY R.O.W. RIGHT OF WAY yp b5 ESM'T EASEMENT \ 20' DRAINAGE EASEMENT N.V.A.E. NON - VEHICULAR ACCESS ESM'T TO BE DEDICATED BY B.S.L. BUILDING SETBACK LINE SEPARATE INSTRUMENT N 26'24'4" W 29.49 25' BLDG. SETBACK LINE (9615/52 -53) LINE TABLE 70.31 �. VOL PAGE LENGTH P.U.E. PUBLIC UTILITY EASEMENT ELEC ELECTRIC 1_1 23.73 N04 °38'17 "W L2 TEL TELEPHONE V / 0 L3 N 633 / ^- c23o CA.N. CABLE TELEVISION PROPERTY LINE 0 1,11 g EXIST 14' GAS, ELEC, TELE,& CATV EASEMENT � \ 7n' o - T u. ADJACENT PROPERTY LINE CENTER LINE OF R.O.W. / L6 68.21 N58 °04'41"W - - - - - - - - - - - - - - - - EASEMENT / S 26'24'4$' E 14.97 (9615/52 -53) \\\ -,.. czza� W a4.4t a E 550 w - w 5 8t'Sa o2 39.41 ------------------------- - - - - -- BUILDING SETBACK LINE N 26'24'4" W 29.49 25' BLDG. SETBACK LINE (9615/52 -53) LINE TABLE 70.31 �. LINE LENGTH BEARING 1_1 23.73 N04 °38'17 "W L2 13.41 N08 °47'16 "W L3 46.70 N47 °31'36 "E L4 35.33 N25 "15'20"W L5 55.66 N89 °52'23 "W L6 68.21 N58 °04'41"W L7 115.30 S31055'1 9"W L8 89.99 S29 °48'06 "E L9 10.92 N45 °32'08 "E L10 56.58 SO4 °38'17 "E Lll 28.44 S52 °45'53 "E L13 67.99 S00 "25'59 "E L14 68.21 858804'41 "E L15 30.90 S60 052'24 "W L16 66.56 579 °51'26 "W L17 92.74 N89 °52'23 "W L18 35.33 N25 °15'20 "W L19 89.46 N47 °31'36 "E L23 8.67 S80 °32'37 "W L24 24.27 N60 °18'42 "E L25 30.13 N29 °40'07 "W L26 7.50 S29 "40'07 "E L27 55.00 S48 "02'03 "E L28 21.87 S48 002'03 "E L29 31.03 N85 °21'43 "E L30 45.47 N85 "21'43 "E L31 19.40 N74 °35'42 "E L32 26.92 N48 °02'03 "W L35 10.01 N39 °32'24 "E L36 10.00 N31 055119 "E L37 10.04 N59 "49'04 "E L38 10.00 S41 *57'57"W L39 55.20 S39 °09'40 "E L40 33.68 N74 °23'56W L41 41.06 N39 "09'40"W L42 10.10 N25 °15'20"W L43 4.78 N89 °52'23 "W L44 20.03 S31 °55'19 "W L46 27.80 S27 044117 11E L50 53.13 $25 "15'20 "E L54 52.69 S89 "52'23 "E L55 57.43 N85 "32'25 "E L56 11405 N29 °40'07"W L58 58.79 S47 "31'36 "W L59 22.28 N64 °52'12 "W L60 10.00 N32 °49'29 "E L61 10.62 S76 "06'16 "E L62 10.62 N76 °06'1 6 "W L66 16.00 S11 °14'37 "E L70 88.68 N22 °06024"W L71 52.26 N23 °46'35"W L72 8.89 S03 049'52 "E L73 7.12 N04 "12'40'W C.P.S. NOTES CURVETABLE 70.31 �. LENGTH RADIUS DELTA C TxDOT DISC (POINT OF BEGINNING) C1 19.96 15.00 76 °14'19" N33 °28'53 "E sTURTLa�__ - - - SIGHT DISTANCE EASEMENT GREAVES SUBDIVISION VOLUME 9615, PAGES 52 -53 s= \ 13.10 ACRES \F 152 "28'38" SO4 °38'17 "E 116.56 C3 19.96 15.00 (VOL. 14332 PG. 1215) N42 "45'26'W 18.52 C7 287.81 380.00 DEED AND PLAT RECORDS BEXAR COUNTY, TEXAS = \ OWNER: CITY OF SCHERTZ, 1400 \ 280.98 C8 67.14 150.00 25 °38'39" OWNER: BD GREAVES SCHERTZ PKWY, SCHERTZ, TX C9 37.97 15.00 145 °02'11" N50 °07'42 "E PARTNERSHIP LTD, 8510 GREAVES LN, SCHERTZ, TX \>�\ \ \ 279.45 60.00 266 "51'08" S10 "46'47 "E 87.15 C11 16' WASTEWATER EASEMENT 1 15.00 135 °25'05" N76 °29'49'W 27.76 C12 148.43 TO BE DEDICATED BY 30 °22'24" S23 "58'28 "E 0 100 200 15.00 SEPARATE INSTRUMENT VOL N04 °10'58 "E 20.59 C14 95.27 75.00 72 °46'56" \ \ \ PAGE 88.99 C15 84.58 SCALE: 1"=100' 64 °37'03" S57'33'51 "E 80.17 C16 22.43 15.00 85 °39'43" N47 °02'32'VJ 20.40 C17 170.95 525.00 18 "39'25" S13 °32'23 "E 170.20 C18 23.11 15.00 88 "15'57" N21 015153 "E 20.89 C19 201.49 60.00 192 °24'18" S30'48'1 7E 119.30 C20 1 23.11 1 15.00 88 °15'57" N82 "52'27 "W 20.89 C21 177.18 525.00 19 "20'13" S48 °24'35 "E 176.34 C22 23.56 134 90 °00'00" N13 "04'41'W REMAINDER OF 122.533 AC. (VOL. 11918, PG. 1926) C23 22.56 / / _ 'z w S 78 N75 °00'38 "E \ \ N 64'36'39" E OWNER: COMMERCE ST 1518, TE 600, 278.74 60.00 266 °10'39" S14 059'22 "E 87.64 \ 13'27 4 15.00 90 °00'00" 63 16' TEMPORARY WASTEWATER C26 37.41 SAN ANTONIO, TX 13 "49'47" N37 °04'28 "W �/�j��/ EASEMENT TO BE DEDICATED 102.13 65.00 90 °01'21" S75 °10'15 "E 91.94 C28 BY SEPARATE INSTRUMENT VOL 65.00 89 °40'32" \63'4 91.66 %�F�/ 110.53 PAGE 35 °10'53" S 29'46'2 E 16.05" S h bb. 108.80 C32 94.74 175.00 31 °01'07" N45- 11 -52 -W 93.59 420 \ \ 2 \4�g. k, 15.00 80 °24'21" S20 °32'53 "E 19.36 S 6429.29.. µ, \ 193.69 G� 49 °19'25" N05 °00'25'W 187.77 C35 23.70 15.00 90 °32'31" S15 036'08 "W 21.31 C36 23.42 15.00 89 °27'29" S74 °23'52 "E 21.11 C37 55.78 175.00 18 °15'46" N38048'00'W 55.54 C38 11.88 15.00 CURVETABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C1 19.96 15.00 76 °14'19" N33 °28'53 "E 18.52 C2 159.67 60.00 152 "28'38" SO4 °38'17 "E 116.56 C3 19.96 15.00 76 °14'19" N42 "45'26'W 18.52 C7 287.81 380.00 43 "23'46" S26 °20'10 "E 280.98 C8 67.14 150.00 25 °38'39" N35 °12'43 "W 66.58 C9 37.97 15.00 145 °02'11" N50 °07'42 "E 28.61 C10 279.45 60.00 266 "51'08" S10 "46'47 "E 87.15 C11 1 35.45 1 15.00 135 °25'05" N76 °29'49'W 27.76 C12 148.43 28020 30 °22'24" S23 "58'28 "E 146.70 C13 22.69 15.00 86 °41'16" N04 °10'58 "E 20.59 C14 95.27 75.00 72 °46'56" S1 1 °08'08 "W 88.99 C15 84.58 75.00 64 °37'03" S57'33'51 "E 80.17 C16 22.43 15.00 85 °39'43" N47 °02'32'VJ 20.40 C17 170.95 525.00 18 "39'25" S13 °32'23 "E 170.20 C18 23.11 15.00 88 "15'57" N21 015153 "E 20.89 C19 201.49 60.00 192 °24'18" S30'48'1 7E 119.30 C20 1 23.11 1 15.00 88 °15'57" N82 "52'27 "W 20.89 C21 177.18 525.00 19 "20'13" S48 °24'35 "E 176.34 C22 23.56 15.00 90 °00'00" N13 "04'41'W 21.21 C23 22.56 15.00 86 "10'39" N75 °00'38 "E 20.49 C24 278.74 60.00 266 °10'39" S14 059'22 "E 87.64 C25 23.56 15.00 90 °00'00" S76 °55'1 9 "W 21.21 C26 37.41 155.00 13 "49'47" N37 °04'28 "W 37.32 C27 102.13 65.00 90 °01'21" S75 °10'15 "E 91.94 C28 101.73 65.00 89 °40'32" N14 °58'49 "E 91.66 C31 110.53 180.00 35 °10'53" S47 °16'45 "E 108.80 C32 94.74 175.00 31 °01'07" N45- 11 -52 -W 93.59 C33 21.05 15.00 80 °24'21" S20 °32'53 "E 19.36 C34 193.69 225.00 49 °19'25" N05 °00'25'W 187.77 C35 23.70 15.00 90 °32'31" S15 036'08 "W 21.31 C36 23.42 15.00 89 °27'29" S74 °23'52 "E 21.11 C37 55.78 175.00 18 °15'46" N38048'00'W 55.54 C38 11.88 15.00 45 °23'26" S25 "14'10 "E 11.57 C39 139.56 60.00 133 °16'22" N69'1 0'38'W 1107 C40 11.88 15.00 45 °23'26" N66 "52'53 "E 11.57 C41 134.52 175.00 44 °02'28" S67 "33'22 "W 131.23 C42 274.35 150.00 104 "47'45" N82 004'00 "W 237.66 C43 22.63 15.00 86 "25'49" N88 °45'03 "E 20.54 C44 242.37 320.00 43 "2346" S26 °20'10 "E 236.62 C45 265.09 350.00 43 °2346" S26 °20'10 "E 258.80 C47 205.63 200.00 58 054'35" N00 "12'50 "W 196.69 C48 9.36 200.00 2 "40'52" N30 °34'53 "E 9.36 C49 23.56 15.00 90 "00'00" 540 "21'43 "W 21.21 C50 127.89 1 175.00 41 052'24" N73 °42'05'W 125.07 C51 15.12 15.00 57 °46'09" N23 °52'49'W 14.49 C52 309.49 60.00 295 °32'17" N37 °14'07 "E 64.00 C53 15.12 15.00 57 °46'09" S81 "38'57 "E 14.49 C54 164.44 225.00 41 °52'24" N73 "42'05'W 160.80 C55 23.56 15.00 90 °00'00" S49 "38017 "E 21.21 C56 146.17 200.00 41 °52'24" N73 "42'05'W 142.93 C57 20.88 15.00 79 "45'35" S05 "39'21 "W 19.24 C58 93.23 210.00 25 °26'11" I N21030-21 -W 92.47 C59 112.08 1 180.00 35 040'36" N26 "37'34'W 110.28 C60 116.63 220.00 30 "22024" S23 "58'28 "E 115.26 C64 61.05 175.00 19 "59'16" N70 "52'02 "E 60.74 C65 23.70 15.00 90 °32'31" N15 °36'08 "E 21.31 C66 228.63 125.00 104 °47'45" N82 "04'00 "W 198.07 C67 19.52 23.00 48 °37'21" S55 °32'46 "W 18.94 C68 16.11 60.00 15 °22'42" N38 °55'28 "E 16.06 C69 18.89 23.00 47 °02'50" S23 "05'25 "W 18.36 C70 141.47 475.00 17 "03'53" S12 "44'37 "E 140.95 C71 1 27.74 1 15.00 105°5744" S74 °15'26 "E 23.95 1. CITY PUBLIC SERVICE BOARD IS HEREBY DEDICATED THE EASEMENTS AND RIGHTS -OF -WAY FOR ELECTRIC AND GAS DISTRIBUTION AND SERVICE FACILITIES IN THE AREAS DESIGNATED ON THIS PLAT AS "ELECTRIC EASEMENT, "GAS EASEMENT, "ANCHOR EASEMENT ", "SERVICE EASEMENT ", "OVERHANG EASEMENT ", "UTILITY EASEMENT ", AND "TRANSFORMER EASEMENT" FOR THE PURPOSE OF INSTALLING, CONSTRUCTING, RECONSTRUCTING, MAINTAINING, REMOVING, INSPECTING, PATROLLING, AND ERECTING POLES, HANGING OR BURYING WIRES, CABLES, CONDUITS, PIPELINES OR TRANSFORMERS, EACH WITH ITS NECESSARY APPURTENANCES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT LAND, THE RIGHT TO RELOCATE SAID FACILITIES WITHIN SAID EASEMENT AND RIGHT -OF -WAY AREAS, AND THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES OR PARTS THEREOF, OR OTHER OBSTRUCTIONS WHICH ENDANGER OR MAY INTERFERE WITH THE EFFICIENCY OF SAID LINES OR APPURTENANCES THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDINGS, CONCRETE SLABS, OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREA. 2. ANY CPS MONETARY LOSS RESULTING FROM MODIFICATIONS REQUIRED OF CPS EQUIPMENT, LOCATED WITHIN SAID EASEMENT, DUE TO GRADE CHANGES OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATION. CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C72 202.41 60.00 193 017'04" N30 °35'46 "W 119.19 C73 27.74 15.00 105 "5744" S13 "03'54 "W 23.95 C74 150.57 475.00 18 "09'43" S48 "59'50 "E 149.94 C75 23.56 15.00 90 "00'00" N76 °55'19 "E 21.21 C76 188.12 175.00 61 °35'26" N01 "07'36 "E 179.19 C77 23.42 15.00 89 °27'29" N74 023'52 11W 21.11 C78 81.02 225.00 20 03749" N71 "11'18 "E 80.58 C79 1 231.36 1 500.00 26 °30'43" 1 S17 "28'02 "E 229.30 C80 238.72 500.00 27 °21'18" S44 °24'02 "E 236.46 C81 88.52 160.00 31 °42'00" N42 °13'44 "W 8739 C82 55.32 180.00 17 "36'36" S35 °11'04 "E 55.10 C83 43.45 180.00 13 °49'47" N37 "04'28 "W 43.34 C84 62.85 40.00 90 001'21" S75 "1 Or! 5 "E 56.58 C85 70.43 45.00 89 "40'32" N14 "58'49 "E 63.46 C86 109.99 180.00 35 "00'44" N47 021'50 "W 108.29 C87 81.21 150.00 31 "01'07" N45'1 1'52"W 80.22 C88 76.96 200.00 22 °02'55" N71 °53'51 "E 76.49 C89 1 56.39 1 50.00 64 "3T03" S57 "33'51 "E 53.45 C90 63.51 50.00 72 "46'56" S11 108108 "W 59.33 C91 125.88 205.00 35 °10'53" S47 "16'45 "E 123.91 C92 94.72 155.00 35 °00'44" N47 °21'50 "W 93.25 C93 23.48 15.00 89 °40'32" N14 "58'49 "E 21.15 C94 23.57 15.00 90 "01'21" S75 "10'15 "E 21.22 C95 49.48 205.00 13 "49'47" N37 °04'28 "W 49.36 C96 132.53 250.00 30 °22'24" S23 "58'28 "E 130.98 C97 23.56 15.00 90 "00'00" S13 °04'41 "E 21.21 C98 1 22.87 1 15.00 87 "22'16" S75 °36'2TW 20.72 C99 47.64 155.00 17 036'36" S35 011004 "E 47.45 C100 67.67 125.00 31 °01'07" N45'1 1'52"W 66.85 C101 12.85 175.00 4 °12'27" N45 °49'40 "W 12.85 C102 27.17 60.00 25 °56'39" N15 030'47 "W 26.94 C103 37.04 60.00 35 "22'10" N46 010'11 "W 36.45 C104 37.30 60.00 35 "37'20" N81 °39'56 "W 36.71 C105 38.05 60.00 36 "20'14" S62021117"W 37.42 C106 55.07 175.00 18 "01'53" S79 °55'51 "W 54.85 C107 50.25 175.00 16 027'08" S62 °41'20 "W 50.08 C108 27.27 175.00 8 "55'38" S49 °59'57 "W 27.24 clog 33.19 320.00 5 "56'31" S45 °03'47 "E 33.17 C110 84.29 320.00 15 "05'34" S34 °3245 "E 84.05 C111 86.38 320.00 15 "27'58" S19 °15'59 "E 86.12 C112 23.74 175.00 7 "46'26" S89 "14'56 "W 23.73 C113 24.02 60.00 22 "56'20" S06 °27'54 "E 23.86 C114 35.05 60.00 33 "27'58" S34 °40'03 0'E 34.55 C115 33.84 1 60.00 32 "18'45" S67 °33'25 0'E 33.39 C116 34.27 60.00 32 "43'19" N79 "55033 "E 33.80 C117 37.16 60.00 35 "29'21" N45 "49013 "E 36.57 C118 29.10 60.00 27 "47'06" N14 "11'00 "E 28.81 C119 81.61 60.00 77 "55'48" N38 "40'34 0'W 75.46 C120 34.44 60.00 32 "53'24" S85 °54'41 "W 33.97 C121 6.43 225.00 1 °38'16" N53 °3601 0W 6.43 C122 46.38 225.00 11 "48'35" N60 "18'27 "W 46.29 C123 47.90 1 225.00 12 °11'49" 1 N72 °18'39 "W 47.81 C124 44.86 225.00 11 °25'24" N84 °07'16 "W 44.79 C125 18.87 225.00 4 °48019" S87 °45'53 "W 18.87 C126 5.10 15.00 19 "28'16" S84 °54'09 "E 5.07 C127 5.10 15.00 19 °28'16" S75 °37'35 "W 5.07 C128 6.33 5.00 72 "32'33" N83 "47'52 "E 5.92 C129 8.47 15.00 32 °21'46" 543 °44'57 "E 8.36 C130 24.67 45.00 31 "24'46" Sl1 °51'42 "E 24.36 C131 53.74 60.00 51 "18'50" S21 °4843 "E 51.96 C134 5.64 5.00 64 °3T03" N57 "33'51 "W 5.35 2135 57.16 165.00 19 "50'53" N70 °47'50 "E 56.87 C140 33.43 60.00 31 "55'27" 514 °15'15 "E 33.00 C141 1 33.43 1 60.00 31 "5527" 1 S46 °10'42 "E 33.00 LINE AND CURVE TABLE NOTE: THE FOLLOWING LINE & CURVE NUMBERS ARE NOT USED ON THIS PLAT: LINE NUMBERS : L12, L20 -22, L33 -34, L45, L47 -49, L51 -53, L57, L63, L65, L67 -69 CURVE NUMBERS: C4 -6, C29 -30, C46, C61 -63, C132 -133, C136 -139, C148, C150 -151, C153 -154, C156 -160, C162 -165 THIS PROPOSED DEVELOPMENT HAS BEEN REVIEWED AND APPROVED BY THE CIBOLO CREEK MUNICIPAL AUTHORITY (CCMA) FOR WASTEWATER TREATMENT PLANT CAPACITY AND EASEMENTS. ALL FEES DUE FOR IMPACT TO THE SYSTEM AT TIME OF CONNECTION WILL BE CALCULATED AT SUBMITTAL OF BUILDING PERMIT APPLICATION. AGENT FOR CIBOLO CREEK MUNICIPAL AUTHORITY CURVE TABLE CURVE LENGTH RADIUS DELTA CHRD BRG CHRD DIST C142 10.01 60.00 9 °33'37" S66 °55'13 "E 10.00 C143 33.43 60.00 31 °55'27" S87 °39'45 "E 33.00 C144 42.50 60.00 40 °34'52" N56 °05'05"E 41.61 C145 16.99 15.00 64 °53'21" S68 °14'20 "W 16.09 C146 95.61 290.00 18 °53'23" S18 °13'58 "E 95.18 C147 56.44 290.00 11 °09'02" S33 °35'09 "E 5635 C149 6101 205.00 17 °36'36" S35- 11 -04-W 62.76 C152 1 74.69 1 135.00 31 °42'00" S42 °13'44 "E 73.74 C155 4.32 15.00 16 °31'00" N81 °36'53 "W 4.31 C161 19.10 180100 5 °55'12" N29 °20'15 "E 19.09 C166 125.65 535.00 13 °27'21" S43 °57'42 "E 125436 C167 68.99 535.00 7 °23'19" S54 °23'02 "E 68.94 C168 69.53 60.00 66 °23'52" S84 °54'02"W 65.71 C169 43.01 60.00 41 °04'22" S31"09'55W 42.10 C170 38.23 60.00 36 °30'38" S07 °37'35 "E 37.59 C171 4.84 15.00 18 °29'21" N56 °09'12 "E 4.82 C172 30.67 60.00 29 °17'19" S40 °31'33 "E 30.34 C173 36.71 60.00 35 °03'21" S72 °41'53 "E 36.14 C174 37.42 60.00 35 °44'05" N71 °54'24 "E 36.82 C175 23.16 60.00 22 °07'02" N42 °58150 4PE 2102 C176 40.24 65.00 35 "28'11" S47 °53'40 "E 39.60 C177 22.30 65.00 19 °39'16" S75 °27'23 "E 22.19 C178 26.17 1 65.00 23 °04'13" N83 °10'53 "E 26.00 C179 13.42 65.00 11 °49'42" N65 °43155 11E 13440 C180 13.73 65.00 12 °06'14" N53 "45'57 "E 13.71 C181 2.89 15.00 11 °02'31" S40 °00'53 "W 2.89 C182 68.88 125.00 31 °34'16" S61 "19'16"W 68.01 C183 102.20 125.00 46 °50'50" N79 °28'11 "W 99.38 C184 57.55 125.00 26 °22'39" N42 °51'27 "W 57.04 C185 15.72 465.00 1 °56'11" S05 °10'46 "E 15.71 C186 137.00 465.00 16 °52'50" S14 "31'32 "E 136.49 C187 1 9.05 1 15.00 34 °33'18" N70 002'21 "E 8.91 C188 34.04 60.00 32 °30'22' S69 °00'53W 33.59 C189 33.13 60.00 31 °38'27" N78 °54'42 "W 32.72 C190 35.07 60.00 33 °29'20" N46 °20'48 "W 34.57 C191 31.42 60.00 30 °00'05" N14 °36'06 "W 31.06 C192 30.20 60.00 28 °50'14" N14 049'04 "E 29.88 C193 38.55 60.00 36 °48'35" N47 °38'29 "E 37.89 C194 9.05 15.00 34 °33'18" S48 "46'07"W 8.91 C195 129.81 465.00 15 °59'39" S46 °09'40 "E 129.39 C196 31.81 1 465.00 3 °55'11" S56"07'06 "E 31.81 C197 5.10 15.00 19 °28'16" N41 °39127 01E 5407 C198 94.79 175.00 31 °02'09" N16 °24'14 "E 93.64 C199 93.32 175.00 30 °33'17" N14 °2329"W 92122 C200 4.96 15.00 18 °55'46" N39 °08'00 "W 4.93 C201 30.61 185400 9 °28'48" N53 °20'19 "W 30.57 C202 52.64 185.00 16 °18'02" N40 °26'50 "W 52.46 C203 32.56 205.00 9 "06'01" S34 °14'19 "E 32.53 C204 51.27 205.00 14 °19'51" S45 °57'15 "E 51.14 C205 42.04 1 205.00 11 °45'01" 1 $58 °59'41 "E 41.97 C206 47.22 225.00 12 °01'25" N11 °40'24 "W 47.13 C207 47.06 225.00 11 °59'01" N23 040'37 "W 46.97 C208 102.50 235.00 24 °59'22" N10 °3421 "E 101.68 C209 36.65 175400 11 °59'58" N54 °42'26 "W 36.58 C210 47.32 175.00 15 °29'36" N40 °57'39 "W 47.18 C211 10.77 175.00 3 °31'33" N31 °27'05 "W 10.77 C212 95.18 155.00 35 °10'53" S47 "16'45 "E 93.69 C213 125.27 205.00 35 °00'44" N47 °21'50 "W 123.33 C214 38.52 1 310.00 77 °08'39" 1 S8 °11'51"E 38.49 C215 116.63 220.00 30 °22'24" S23 °58.28 "E 115.26 C216 93.23 210.00 29 °26'11" N21 °3021"W 92.47 C217 111.43 220.00 29 °01'11" S23 °21'24 "E 110.24 C218 43.37 60.00 41 °24'39" S59 "51'60 "E 42.43 C219 31.09 60.00 29 °38'05" S65 043148 11E 30.74 C220 34.22 45.00 43 °34'18" S72 "40'25 "E 33.40 C221 68.34 235.00 16 °39'41" N69 °12'14 "E 68.10 C222 1 30.71 1 37.50 46 °55'23" S52 °38'35 "E 29.86 C223 38.39 47.50 46 °18'10" N52 °57'1 1"W 37.35 C224 14.33 17.50 46 °55'23" S52 °38'35 "E 13.93 C225 37.16 37.50 56 °46'26" S57 °34'06 "E 35.66 C226 56.98 57.50 56 "46'26" N57 °34'06 "W 54.67 C227 18.42 87.50 12 °03'39" N88 °00'51 "E 18.38 C228 22.63 107.50 12 °03'39" S88 °00'51 "\N 22.59 C229 22.22 27.50 46 °18'10" S52 °57'11 "E 21.62 C230 8.01 26.21 17 °30'48" N72 °56'55 "E 7.98 C231 14.10 46.22 17 °27'27" S72 "55'48 "W 14.04 C232 202.20 160.00 72 °24'20" N13 °16'16 "E 189.01 C233 240.11 190.00 72 °24'20" N13 °16'16 "E 224.45 LOT SUMMARY 142 50'LOTS 30 COMMON AREA LOTS 50' 10' BSL F-_- __ - - --- I I I I I I I I I I I I I I I I I I I I I I I L- 20' BSL _ 10' PUE 50' LOT DIAGRAM LOT DESIGN GUIDELINE NOTES: 1. A 1/2" DIAMETER REBAR WITH A PLASTIC CAP STAMPED "JOHNSON 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 1.00016. 5. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL NO. 48029CO295F, DATED SEPT. 29, 2010, AND FEMA MAP 295, THIS PROPERTY IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 6. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 7. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENT, PRIVATE PARKLAND OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF THE OWNER OR OWNER'S SUCCESSORS AND /OR ASSIGNS. COMMON AREA LOTS DESCRIBED IN THE FOLLOWING TABLE: LOT & BLOCK COMMON AREA LOT NUMBERS ALLOWABLE USE LOT 37, BLOCK 1 LOT 1, BLOCK 5 LOT 38, BLOCK 1 LOT 1, BLOCK 6 LOT 39, BLOCK 1 LOT 19, BLOCK 7 LOT 46, BLOCK 3 LOT 20, BLOCK 7 LOT 47, BLOCK 3 LOT 21, BLOCK 7 LOT 48, BLOCK 3 LOT 14, BLOCK 8 LANDSCAPE LOTS LOT 49, BLOCK 3 LOT 15, BLOCK 8 LOT 50, BLOCK 3 LOT 16, BLOCK 8 LOT 16, BLOCK 4 LOT 16, BLOCK .9 LOT 17, BLOCK 4 LOT 35, BLOCK 3 PRIVATE PARKLAND LOT 11, BLOCK 4 LOT 1, BLOCK 1 LOT 1, BLOCK 2 LANDSCAPE LOTS /PUBLIC LOT 1, BLOCK 3 ACCESS/ LOT 40, BLOCK 3 DRAINAGE EASEMENT LOT 9, BLOCK 8 LOT 15, BLOCK 9 LOT 17, BLOCK 9 LOT 8, BLOCK 1 PUBLIC UTILITY EASEMENT LANDSCAPE LOTS /PUBLIC LOT 40, BLOCK 3 ACCESS/ WASTEWATER EASEMENT 8. THIS PLAT DOES NOT AMEND, ALTER, RELEASE OR OTHERWISE AFFECT ANY EXISTING ELECTRIC, GAS, WATER, SEWER, DRAINAGE, TELEPHONE, CABLE EASEMENTS OR ANY OTHER EASEMENTS FOR UTILITIES UNLESS THE CHANGES TO SUCH EASEMENTS ARE DESCRIBED BELOW: NO CHANGES 9. THE ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD88 10. THERE ARE 142 DETACHED SINGLE FAMILY RESIDENTIAL LOTS PROPOSED BY THIS PLAT DESIGNATED AS DSFR(1) - 50' WIDE. 11. THIS LAND IS ZONED PDD. 12. THE 0.81 ACRES OF PRIVATE PARKLAND, IDENTIFIED AS LOT 35, BLOCK 3; LOT 11, BLOCK 4, WILL BE MAINTAINED BY THE OWNER/DEVELOPER AND /OR ITS SUCCESSOR OR ASSIGNS. 13. ALL LOTS ARE TO BE UTILITY SERVICED FROM THE FRONT OF THE LOTS ADJACENT TO THE STREET. 14. SIGHTLINE EASEMENTS MUST BE FREE OF VISUAL OBSTRUCTIONS, E.G. STRUCTURES, WALLS, FENCES, AND VEGETATION, WHICH ARE HIGHER THAN THREE FEET AND LOWER THAN EIGHT FEET ABOVE THE PAVEMENT AS PER THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, OR LATEST REVISION THEREOF. THIS PLAT OF THE CROSSVINE, MODULEI. UNIT 4 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: BY: CHAIRPERSON SECRETARY FINAL SUBDIVISION PLAT OF THE CROSSVINE MODULE 1, UNIT 4 BEING 40.689 ACRES OF LAND OUT OF THE JERONIMO LEAL SURVEY 79, ABSTRACT 424, COUNTY BLOCK 5058, BEXAR COUNTY, TEXAS, AND BEING OUT OF A 45.68 ACRE TRACT OF LAND DESCRIBED IN DEED RECORDED IN VOLUME 13319, PAGE 2202, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS, AND BEING A PORTION OF A CALLED 6.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1820, REAL PROPERTY RECORDS, BEXAR COUNTY, RECORDS, AND A PORTION OF A CALLED 5.000 ACRE TRACT AS DESCRIBED IN DEED RECORDED IN VOLUME 11185, PAGE 1823, REAL PROPERTY RECORDS, BEXAR COUNTY, TEXAS. STATE OF TEXAS COUNTY OF BEXAR: I, COUNTY CLERK OF BEXAR COUNTY, DO HEREBY CERTIFY THAT THIS PLAT WAS FILED FOR RECORD IN MY OFFICE ON THE DAY OF 20_ A.D. AT _M. AND DULY RECORDED THE DAY OF OF 20_ A.D. AT _M. IN THE DEED AND PLAT RECORDS OF BEXAR COUNTY, IN BOOK/ VOLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE. THIS DAY OF , A.D. 20- COUNTY CLERK, BEXAR COUNTY, TEXAS BY: DEPUTY SHEET 5 OF 5 } m O I- 2 0- O O N M 0 N oo rn