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PZ 03-10-2021 AGENDA with Associated DocumentsMEETING AGENDA Planning & Zoning Commission REGULAR SESSION PLANNING & ZONING COMMISSION March 10, 2021 HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 The Planning and Zoning Commission will hold the regularly scheduled meeting at 6:0 . w, Wednesday, March 1. , 2021, at the City Council Chambers. In lieu of attending the meeting in erson, residents will have the opportunity to watch the meeting via live stream on the City's 'ouTube Channel 3. HEARING OF RESIDENTS Residents who choose to watch the meeting via live strcearne, but avho r ould like to participate in Hearing aif iiesidenis, should email their commenis to the Planning Division, ca,nlannirtg(i,schertz,corra Uy S: 0p.rn, on Tuerdav„ Harch 9, 2021, so that the Planning Division many read the public corrarrac�ents into the record under the hearing cf r esidents, ire the badly ql the email please inc ludce yotir name, your address, phone number, agenda item number f f applicable or sul jeci of discussion, and your comments. 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. 4. CONSENT AGENDA: A. Minutes for the February 10, 2021 Regular Meeting. Planning & Zoning March 10, 2021 Page 1 of 3 5. 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. ZC2019 -008 Hold a public hearing, consider and make a recommendation on a request to rezone approximately 25 acres of land from General Business District (GB) and General Business II District (GB -2) to General Business II District (GB -2), generally located north -east of the intersection of FM 3009 and FM 78, also known as 200 FM 3009, also known as Guadalupe County Property Identification Numbers 153960, 164035, 67453, City of Schertz, Guadalupe County, Texas. B. SUP2020 -002 Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit to allow Mini - Warehouse / Public Storage on approximately 25 acres of land generally located north -east of the intersection of FM 3009 and FM 78, also known as 200 FM 3009, also known as Guadalupe County Property Identification Numbers 153960, 164035, 67453, City of Schertz, Guadalupe County, Texas. 6. ITEMS FOR INDIVIDUAL CONSIDERATION: A. WA2021 -001 Consider and act upon a request for approval of a waiver request regarding on- site - sewage facilities for the preliminary plat of 9.36 Acres on Koehler Road, a roughly 9.36 acres tract of land generally located approximately 3,200 feet from the intersection from Green Valley Road and Koehler Road. B. WA2021 -002 Consider and act upon a request for approval of a waiver regarding Rough Proportionality in relation to the construction of the street improvements adjacent to the proposed preliminary plat of the 9.36 Acres on Koehler Road, an approximate 9.36 acre tract of land generally located 3,200 feet from the intersection of Green Valley Road and Koehler Road. C. PC2021 -006 Consider and act upon request for approval of a preliminary plat of the 9.36 Acres on Koehler Road, an approximately 9.36 acre tract of land general located 3200 feet south of the intersection of Green Valley Road and Koehler Road, located in Schertz Extraterritorial Jurisdiction, Guadalupe County, Texas. 7. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a future Planning and Zoning Agenda B. Announcements by Commissioners • City and community events attended and to be attended • Continuing education events attended and to be attended Planning & Zoning March 10, 2021 Page 2 of 3 C. Announcements by City Staff. • City and community events attended and to be attended. • NEW SITE PLAN APPLICATIONS: There were no new site plan applications submitted to the Planning and Community Development Department between February 6, 2021 and March 5, 2021. • CITY COUNCIL RESULTS: The following development applications were recommended for final action to the City Council: • Ord. 21 -S -06: Saddlebrook 229 acre Zoning to PDD • Recommendation of denial at the January 27, 2021 P &Z Meeting (5 -2) • Approved via first reading at the Febbruary 23, 2021 CC Meeting (5 -1) • Approved via final reading at the .March 2, 2021 CC Meeting (5 -2) • Ord. 21 -S -0$: Crossvine PDD 4th Amendment- Zoning to PDD • Recommendation of approval at the February 10, 2021 P &Z Meeting (5 -2) • Tentatively schedule for first reading at the .March 23, 2021 CC Meeting CERTIFICATION I, Megan Harrison, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 5th day of March, 2021 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. Megan Harrison Megan Harrison, 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 , 2021. title: This facility is accessible in accordance with the Americans with Disabilities Act. Handicapped parking spaces are available. If you require special assistance or have a request for sign interpretative services or other services please call 619 -1030 at least 24 hours in advance of meeting. The Planning and Zoning Commission for the City of Schertz reserves the right to adjourn into executive session at any time during the course of this meeting to discuss any of the matters listed above, as authorized by the Texas Open Meetings Act. Executive Sessions Authorized: This agenda has been reviewed and approved by the City's legal counsel and presence of any subject in any Executive Session portion of the agenda constitutes a written interpretation of Texas Government Code Chapter 551 by legal counsel for the governmental body and constitutes an opinion by the attorney that the items discussed therein may be legally discussed in the closed portion of the meeting considering available opinions of a court of record and opinions of the Texas Attorney General known to the attorney. This provision has been added to this agenda with the intent to meet all elements necessary to satisfy Texas Government Code Chapter 551.144(c) and the meeting is conducted by all participants in reliance on this opinion. Planning & Zoning March 10, 2021 Page 3 of 3 • TO: Planning and Zoning Commission PREPARED BY: Emily Delgado, Senior Planner SUBJECT: Minutes for the February 10, 2021 Regular Meeting. Attachments Minutes for the February 10, 2021 Regular Meeting D R A F T PLANNING AND ZONING MINUTES February 10 2021 The Schertz Planning and Zoning Commission on February 10, 2021 8f6:00 t]J�.[�+�� Municipal ��0O� Building �� ^ --- -------r-- ---`�---" Council — ---------^ '-- ----'--'---''-v — '' '' Schertz, Texas. Present: Glen Outlaw, Chairman; Ernie Evans, Vice Chairman; Richard Braud`Commissioner; Ricky Haynes, Commissioner; Ken Greenxva|d, Commissioner; Gordon Rae' Commissioner; Earl Platt, Commissioner; Jimmy Odom, Commissioner- Not Seated Absent: Judy Go|diuk.Commissioner City L8S@ Wood, Director Of Planning & Community Development; Brian James, Assistant City Staff: Manager; Emily Delgado, Senior Planner; Nick Koplyay, Planner; Megan Harrison, Planner; Tiffany [>anho[ Administrative Assistant; Adrian Perez, Executive Director of Economics Chairman Mr. Outlaw called the meeting fnorder atA:0OP.K8_ 2. SEAT ALTERNATE TO ACT IF REQUIRED No alternate was needed. 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. Michael Thomas- 7809 FM 1518- Question was answered prior to meeting and did not need to speak at this time. 4. CONSENT AGENDA: A. Minutes for the January 27, 2021 Regular Meeting. B. PC2021-003 Consider and act upon a request for approval of a final plat of the Four Oaks Commercial Subdivision, an approximately 9.5 acre tract of land generally located 800 feet east of the intersection between Four Oaks Lane and F.M. 3009, also known as 17670 Four Oaks Lane, City of Schertz, Guadalupe County, Texas. Neither of the consent agenda items were pulled for discussion. Motioned by Commissioner Ken Greenwald to approve the consent agenda 4A and 4B, seconded by Commissioner Ricky Haynes Vote: 7 - 0 Passed 4 Lem 0 1 poil� 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. ZC2020-014 Hold a public hearing, consider and make a recommendation on a request to rezone approximately 58 acres of land from Single-Family Residential / Agricultural (R-A) to Planned Development District (PDD), generally located approximately 1,560 feet north-west of the intersection of FM 1518 and Ware-Seguin Road, also known as Bexar County Property Identification Numbers 310073, 310106, 310101, 310105, 310104, 310078, 1157215, 310077 and 310083, City of Schertz, Bexar County, Texas. Mrs. Delgado provided a presentation on ZC2020-014. Mr. Outlaw opened the public hearing at 6:12 P.M. Guy Long- 12506 Ware Seguin Rd.- Had concerns on the street naming of Ware Seguin Rd and Ware Seguin Loop, concerns on infrastructure of the neighborhood, and traffic issues. Shelena Wells- 12432 Ware Seguin Loop- Had the same concerns as Mr. Long as in infrastructure and traffic issues. Mr. Outlaw Closed the public hearing at 6:22 P.M. There was a lengthy discussion between the Planning and Zoning Commissioners, City staff, and the applicant to include discussions on the following topics: • Clarification on the Crossvine subdivision requirements *Location, size, home size, and point of access proposed on the conceptual plan • Discussed issues with traffic flow, and build out requirements for the future comprehensive plan for Ware Seguin Rd. • Clarification on the interpretation of the Unified Development Code Motioned by Commissioner Ricky Haynes to recommend approval of Z2020-014 to the City Council, seconded by Commissioner Ken Greenwald Vote: 5 - 2 Passed NAY: Vice Chairman Ernie Evans Commissioner Earl Platt 6. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a future Planning and Zoning Agenda Mr. Haynes requested for staff to review the By-Laws to check if the meeting times are correct. 7. B. Announcements by Commissioners • City and community events attended and to be attended *Continuing education events attended and to be attended There were no announcements by Commissioners. C. Announcements by City Staff. • City and community events attended and to be attended. • NEW SITE PLAN APPLICATIONS: There following new site plan application was submitted to the Planning and Community Development Department between January 23, 2021 and February 5, 2021. • Four Oaks Commercial, Lot 1, Block 1 (17670 Four Oaks Lane) • Site Plan for a proposed 169,575 square foot office warehouse (Warehouse: 163,575 sqft and office 6,000 sqft) • CITY COUNCIL RESULTS: The following development applications were recommended for final action to the City Council: *Ord. 21 -S -03: Schertz 312, LLC- 142 Acre Zoning to M-1 • Recommended for approval at the January 13, 2021 P&Z Meeting (7-0) • Approved via first reading at January 26, 2021 CC Meeting (7-0 vote) • Approved via final reading at February 2, 2021 CC Meeting (7-0 vote) • Ord. 21 -S -06: Saddlebrook 229 acre Zoning to PDD • Recommendation of denial at the January 27, 2021 P&Z Meeting (5-2) *Tentatively scheduled for first reading at the February 23, 2021 CC Meeting There were announcements by Staff. ADJOURNMENT OF THE REGULAR MEETING Chairman Mr. Outlaw adjourned this regular meeting at 7:12 P.M. Chairman, Planning and Zoning Commission Recording Secretary, City of Schertz TO: Planning and Zoning Commission PREPARED Emily Delgado, Senior Planner BY: CASE: ZC2019 -008 SUBJECT: ZC2019 -008 Hold a public hearing, consider and make a recommendation on a request to rezone approximately 25 acres of land from General Business District (GB) and General Business II District (GB -2) to General Business II District (GB -2), generally located north -east of the intersection of FM 3009 and FM 78, also known as 200 FM 3009, also known as Guadalupe County Property Identification Numbers 153960, 164035, 67453, City of Schertz, Guadalupe County, Texas. GENERAL INFORMATION: Owner / Applicant: 3621 Whitestone Blvd, LLC & 200 Roy Richards Drive LLC / Don Clauson Project Engineer / Authorized Agent: Don McCrary & Associates / Jake McNew APPLICATION SUBMITTAL DATE: Date October 29, 2019 March 3, 2020 June 11, 2020 June 12, 2020 PUBLIC NOTICE: Application Type Original Application Revised Submittal Revised Submittal Revised Submittal Nineteen (19) public hearing notices were mailed to surrounding property owners on February 24, 2021, with a public hearing notice to be published in the "San Antonio Express" prior to the City Council public hearing. At the time of this report, staff has received no responses in favor, opposed, or neutral to the request. ITEM SUMMARY: The applicant is requesting to rezone approximately 25 acres of land from General Business District (GB) and General Business 11 District (GB -2) to entirely General Business II District (GB -2). As shown on the zoning exhibit the property is shown as three tracts. • Tract 1 immediately adjacent to FM 3009 is 7.04 acres and is currently zoned General Business District (GB). Tract 1 is currently developed as mini - warehouse / public storage, which is a non - conforming land use in the current zoning. • Tract 2, immediately behind tract 1, is 7.55 acres and is currently zoned General Business II District (GB -2). Tract 2 is currently developed as mini - warehouse / public storage and specifically is utilized for RV storage. This portion's zoning was changed by Ordinance 1.3 -S -47 in 2013 to the current General Business 11 District (GB -2). In addition to the zoning in 2013, a Specific Use Permit (Ord. No. 13 -S -48) was also approved for this portion to allow RV Storage and Mini - Warehouse / Public Storage. However, this Specific Use Permit had a conditional five year expiration, and has since expired. Since the specific use permit expired, the current land use is considered non - conforming. • Tract 3, immediately behind tract 2 and at the rear of the property, is 10.14 acres and is currently zoned General Business District (GB). Tract 3 is currently undeveloped, but the applicant desires to use this property as an expansion of the mini - warehouse / public storage land use and has requested a Specific Use Permit, which will be considered following this zone change request. The requested zoning to all General Business 11 District (GB -2) is desired to create a cohesive zoning for the entire property rather than the current split in zoning. Additionally, the requested Specific Use Permit, is for the same approximately 25 acres with the desire to have the land use Mini- Warehouse / Public Storage, as it would be an approved use for the entire property since the majority is already developed as such. LAND USES AND ZONING: acent Fropes Zoning North' General Business (GB) Land Use Undeveloped South Union Pacific Railroad and FM 78 Right -of -way Union Pacific Railroad and FM 78 Right -of -way East General Business (GB) and Single- Family Residential Undeveloped and residential Agricultural West 'FM 3009 Right -of -way PROPOSED ZONING: FM 3009 Right -of -way The applicant is requesting to zone change approximately 25 acres of land from General Business District (GB) and General Business II District (GB -2) to entirely General Business II District(GB -2). This proposed zone change would create one consistent zoning for the entire developed property along with the undeveloped property proposed to be an expansion of the mini - warehouse / public storage business that currently exists on the property. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The Future Land Use Plan through the Comprehensive Land Use Plan designates the subject property for Parks and Open Space which is defined in the Comprehensive Land Plan as areas of public parks, outdoor recreation areas, golf courses, undeveloped reserves /greenways, and floodways. The Schertz Sector Plan did not evaluate this portion of Schertz, meaning that the designation has remained unchanged since the Comprehensive Land Use Plan was completed. • Comprehensive Plan Goals and Objectives: The proposed rezoning of General Business II District (GB -2) is not consistent with the goals and objectives of the Comprehensive Plan. However, in reviewing the Google Earth imagery, the subject property has been utilized as a mini - warehouse / public storage facility since at least 2002, however the County records show that the original structures were completed around 1995, and was in existence when the Comprehensive Land Use Plan designated this property as Parks and Open Space, which was inconsistent with the current development. • Impact of Infrastructure: The proposed rezoning request should have a minimal impact on the existing water and wastewater systems. The site is adjacent to FM 3009 which is designated as a Principal Arterial, 120' right -of -way on the master thoroughfare plan. • Impact of Public Facilities /Services: The proposed rezoning request should 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 property or existing commercial businesses which are currently zoned General Business District. The rezoning request is compatible with the existing land use of the existing Lockaway Storage Facility. STAFF ANALYSIS AND RECOMMENDATION: Although the requested zoning of General Business II District (GB -2) is not consistent with the current designation on the Comprehensive Land Use Plan, it is consistent with the existing business and the proposed business expansion and should have a minimal impact to the surrounding properties and public infrastructure. In addition, the requested zoning will make the zoning for this entire property consistent rather than having the property have split zoning, with the middle being General Business II District (GB -2) and the front and rear of the property being General Business District. The property has been utilized for mini - warehouse / public storage since at least 2002, however per the County records could be as early as 1995. The requested zone change and the associated Specific Use Permit if approved would bring the property into a legal conforming land use status and would allow the business to expand as desired. Staff recommends approval of the zone change application as submitted. * 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 proposed zoning application. In considering action on a zoning application, the Commission should consider the criteria within UDC, Section, 21.5.4 D. Attachments Aerial Map Public hearing Notice Map Zoning Exhibit =7 11e 7. 700 GLEAMING SPRINGS DR (67046) FM 78 (67022) FM 78 FM 110595) 1204 SCHNEIDER DR (123133) FM 78 (67026) 750 FM 78 6 W (7600) ..; 718 l SCH"HEIRTZ N` COMMUNITY* *SERVICE *OPPORT OPPORTUNITY WE �ti, S 3 a 1- M 2 X W F_ Ld W IL U Z z O N H uj W Q_ 0 z z O N W z 0 U J U 04 0 a� O �3 i E U N O 0 L o; N 0 N Q Of �i o o� NOTES 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240 & 220, DATED November 2, 2007 , IS LOCATED IN ZONES AE & X AND IS WITHIN THE 100 -YEAR FLOODPLAIN. ACREAGE TRACT 1 7.04 TRACT 2 7.55 TRACT 3 10.14 ALL COMBINED 24.737 EXISTING ZONING GB (NON– CONFORMING) GB2 (NON– CONFORMING) GB (NON– CONFORMING) – PROPOSED ZONING GB2 GB2 GB2 GB2 Curve # C1 C2 C3 LENGTH 101.32' 83.15' 370.45' RADIUS 129.00' 180.00' 3816.77' Curve TANGENT 53.43' 42.33' 185.37' Table DELTA 45 °00'00" 26 °28'06" 5 °33'40" CHORD 98.73' 82.42' 370.30' CHORD BEARING N84 °33'1 8 "E S86 °10'45 "E S80 °58'50 "W LINE TABLE LINE LENGTH DIRECTION L1 41.48' N62'03'1 8"E L2 13.99' S72 °56'42 "E L3 131.91' S86 °29'21 "E L4 38.49' S7 °51'26 "W L5 221.47' S86 °56'45 "E L6 172.06' S5 °46'43 "E L7 139.31' S5 °46'43 "E L8 97.77' S47 °57'28 "E L9 41.96' S5 °46'43 "E L10 1 49.00' 1 1\184° 13'1 7"E 100 0 100 200 Scale: 1" =100' T Irl !'i T:T X T T-% PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY E— E— E— E— E— E— E— E— E— E —E —E– EXISTING RAILROAD TRACKS EXISTING EASEMENT O FOUND 1/2" IRON ROD • SET IRON ROD WITH YELLOW CAP LOCATION ENGINEERS & SURVEYORS 323 BREESPORT SAN ANTONlo, TEXAS 78216 -2602 (210)349 -2651 RECORD OWNERS /DEVELOPERS: 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949 - 275 -1955 949 - 275 -1955 LOCKAWAY STORAGE zw ROY RICHARDS DRIVE ZONING EX HO BIT BEING 24.737 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING COMPRISED OF 9.09 ACRES AS DESCRIBED IN DOCUMENT NUMBER 2016006534 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND LOT 1 BLOCK 1 OF THE SANDERS SUBDIVISION REPLAT AS RECORDED IN VOLUME 8, PAGE 205 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARED ON: June 11, 2020 PROD. NO. 19026 SHEET 1 OF 1 TO: Planning and Zoning Commission PREPARED Emily Delgado, Senior Planner BY: CASE: SUP2020 -002 SUBJECT: SUP2020 -002 Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit to allow Mini- Warehouse / Public Storage on approximately 25 acres of land generally located north -east of the intersection of FM 3009 and FM 78, also known as 200 FM 3009, also known as Guadalupe County Property Identification Numbers 153960, 164035, 67453, City of Schertz, Guadalupe County, Texas. 1"0110of 7:1010 all] t-11Ut &VI113►A Owner / Applicant: 3621 Whitestone Blvd, LLC & 200 Roy Richards Drive LLC / Don Clauson Project Engineer / Authorized Agent :Don McCrary & Associates / Jake McNew APPLICATION SUBMITTAL DATE: Date: Application Submittal Type: March 18, 2020 Original Application June 9, 2020 Revised Submittal December 17, 2020 Revised Submittal PUBLIC NOTICE: Nineteen (19) public hearing notices were mailed to surrounding property owners on February 24, 2021, with a public hearing notice to be published in the "San Antonio Express" prior to the City Council public hearing. At the time of this report, staff has received one (1) response neutral to the request and no responses in favor or opposed to the request. ITEM SUMMARY: The applicant is requesting approval of a Specific Use Permit for approximately 25 acres in order to allow the land use Mini- Warehouse / Public Storage by right. The property is currently developed as the Lockaway Storage mini - warehouse / public storage business located at the intersection of FM 3009 and FM 78. In conjunction with the Specific Use Permit request, the applicant has also submitted a zone change request to rezone the 25 acres to General Business 11 District (GB -2). The requested zoning along with the Specific Use Permit, if approved would allow the Mini- Warehouse / Public Storage land use by right, and the site would no longer be considered non - conforming. As shown on the Specific Use Permit exhibit the property is shown as three tracts. • Tract 1 immediately adjacent to FM 3009 is 7.04 acres is currently zoned General Business District (GB) and is developed as mini - warehouse / public storage, which is a non - conforming land use. • Tract 2, immediately behind tract 1, is 7.55 acres is currently zoned General Business II District (GB -2) and developed as mini- warehouse / public storage and specifically is utilized for RV storage. This portion's zoning was changed by Ordinance 13 -S -47 in 2013 to the current General Business II District (GB -2). In addition to the zoning in 2013, a Specific Use Permit (Ord. No. 13 -S -48) was also approved for this portion to allow RV Storage and Mini- Warehouse / Public Storage. However, this Specific Use Permit had a conditional five -year expiration, and has since expired. Due to the expiration the current land use is considered non - conforming. • Tract 3, immediately behind tract 2 and at the rear of the property, is 10.14 acres is currently zoned General Business District (GB) and is undeveloped. The applicant desires to use this property as an expansion of the mini- warehouse / public storage land use. In order to complete the desired expansion on the back portion of the property, the requested zone change to General Business II District (GB -2) and the requested Specific Use Permit to allow Mini - Warehouse / Public Storage would be required. LAND USES: IMPACT ON EXISTING ADJACENT DEVELOPMENT: The subject property is currently developed as a mini - warehouse / public storage business, Lockaway Storage and is proposed to be expanded to the rear of the existing business. The subject property is adjacent to undeveloped land, a previous landfill, right of way, railroad and a small portion of single - family residential / agricultural property. The Future Land Use Plan through the Comprehensive Land Use Plan designates the subject property for Parks and Open Space which is defined in the Comprehensive Land Plan as areas of public parks, outdoor recreation areas, golf courses, undeveloped reserves /greenways, and floodways. Although the requested Specific Use Permit and Zone Change request to General Business II District (GB -2) is not consistent with the current designation on the Comprehensive Land Use Plan, it is consistent with the existing business and the proposed business expansion and should have a minimal impact to the surrounding properties and public infrastructure. The Specific Use Permit request for the approximately 25 acres if approved in conjunction with the zone change request would allow the existing business to complete a desired expansion at the rear of their property. Additionally, the requested would bring the entire property, including the existing businesses into a legal land use status, rather than the current non - conforming status that currently exists. CONCEPTUAL SITE PLAN: In conjunction with the requested Specific Use Permit, the subject property has gone through the Site Plan Certification process to ensure the proposed mini - warehouse / public storage expansion would be in compliance with all other Unified Development Code regulations. The site plan certification exhibits have been reviewed by the Planning Division, Public Works Department, Engineering Department, and the Fire Department with no objections to the proposed expansion. The proposed expansion includes two new buildings for a total of 81,079 square feet of climate controlled office and indoor mini - warehouse / public storage and additional outdoor public storage area designed for additional RV storage on site. • Architectural Standards: The two proposed buildings comply with all architectural feature requirements (i.e. horizontal and vertical articulations) defined in Schertz Unified Development Code (UDC) Sec. 21.9.5 Exterior Construction and Design Standards. • Parking: The proposed parking areas meet all current regulations within UDC Article 10 Parking Standards. The subject property expansion will provide twenty -eight (28) parking spaces sized at 10' wide by 20' in length. The 28 spaces was determined based on the proposed office / storage breakdown of the proposed two new buildings and the storage area based on the UDC regulations for mini - warehouse / public storage, which requires 1 space for each 300 square feet of office floor area, plus 1 space for each 3,000 square feet of storage area. • Screening requirements: The site has satisfied the minimum screening requirements for the location. The trash receptacle will be constructed of a masonry material with metal gates that meet the minimum requirements. • Lighting and glare standards: The applicant will be responsible for complying with UDC Sec.21.9.11 Lighting and Glare Standards through the building permit process. • Landscaping:The proposed site plan meets all requirements outlined in UDC Sec. 21.9.7Landscaping. The site plan certification exhibit reviewed, provides 28.9% as landscaped. Additionally, there is a total of 65 trees provided (54 new and 11 existing) and preservation of all protected trees on site. The site complies will all required parking lot landscaping, by planting one tree every twelve (12) parking spaces and at the terminus of all rows of parking and vehicular use screening by utilizing a combination of shrubs and fencing. Most notable is the line of proposed trees and shrubs proposed along the Union Pacific right -of -way which will provide an aesthetically pleasing buffer and screening for the proposed outdoor storage. Additionally, noteworthy is that all proposed trees to be planed on site, a total of 54 trees are proposed to be 3 inches in caliper, which exceeds the minimum 2.5inches in caliper required. Since the expansion is isolated to the rear of the property, no landscaping improvements to the existing developed site are proposed. • Access and circulation: The site will be provided access through the existing entrance onto FM 3009 for currently utilized for the Lockaway Storage business The associated Site Plan and submitted Traffic Impact Analysis has been reviewed and approved by the City of Schertz Engineering Department. Additionally, since the subject property is adjacent to FM 3009, Texas Department of Transportation (TxDOT) has reviewed the proposed project and has provided a statement of no objection since the existing access is to remain the same. The proposed expansion . at the rear of the 25 acres will have internal traffic flow through a designated 24' / 25' drive that is also the designated fire lane for the site. The proposed Specific Use Permit and associated Site Plan Certification Exhibit were reviewed and evaluated by the Engineering Department, Public Works :Department, Fire Department, and Planning Division with no objections. The majority of the property currently exists as an operational mini - warehouse / public storage business. Per the Google Earth imagery available the mini - warehouse / public use land use has existed on this property since at least 2002. However, the County records indicate the buildings were constructed in 1995. The proposed expansion at the rear of the property should have a minimal impact on the adjacent land uses. By requesting the specific use permit for the entire 25 acres, rather than just the back 10.14 acres which will encompass the proposed expansion, will bring the entire property into conformance and remove the non - conforming land use status that is currently on the property. Staff is recommending approval of the Specific Use Permit to allow the approximately 25 acres to be a mini - warehouse / public storage with the following conditions: a) A building permit is approved within one year of the adoption of the SUP ordinance; and b) The use beings operation within two years of the issuance of the necessary building permit(s). * 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 proposed Specific Use Permit and associated site plan certification exhibit. In considering action on a Specific Use Permit application, the Commission should consider the criteria within UDC, Section 21.5.11 D. Attachments Aerial Map Public Hearing Notice Map SUP Public Hearing Notice Response Specific Use Permit Exhibit Proposed Conceptual Site Plan 700 GLEAMING SPRINGS DR (67046) FM 78 (67022) FM 78 FM 110595) 1204 SCHNEIDER DR (123133) FM 78 (67026) 750 FM 78 6 W (7600) ..; 718 l SCH"HEIRTZ N` COMMUNITY* *SERVICE *OPPORT OPPORTUNITY WE �ti, S I 1A ffj Tur FIX ZZ-F.13 9� =� ruff-100, Wer-WoJUETUT47,00 DEVELOPMMNT SUP2020.002- A request for a Specific Use Permit to allow Mini-Warehouse / Public Storage on approximately I acres of land generally located north-east • the intersection of FM 3009 and FM 78, also known as 200 FM 300 also known as Guadalupe County Property Identification Numbers 153960, 164035, 67453, City of Sche Guadalupe County, Texas. I Sincerely, Emily Delgado Senior Planner ------------------------------------------ 77 -7 7 ------7---------------------- — --- — ------- — ---------------- =-­7 ----- — ----------------- Reply Form I am: in favor of 0 gpMed to E3 neutral to the request for SUP2020-002 COMMENTS: DATE: /I 1400 Schertz Parkway _�'!k Schertz, Texas 78154 k 210.619.1000 3 -o h 0] S X W h Ld W IL W N Z) U i� U W W E a CL U �U N a N Z 0 Q U J �Q U �'D 0 o� N �3 i a� o; 00 N Q If of a) o� NOTES 1. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240 & 220, DATED November 2, 2007 , IS LOCATED IN ZONES AE & X AND IS WITHIN THE 100 -YEAR FLOODPLAIN. ACREAGE TRACT 1 7.04 TRACT 2 7.55 TRACT 3 10.14 ALL COMBINED 24.737 EXISTING ZONING GB GB2 GB – PROPOSED ZONING GB2 (SUP) GB2 (SUP) GB2 (SUP) GB2 (SUP) Curve # C1 C2 C3 LENGTH 101.32' 83.15' 370.45' RADIUS 129.00' 180.00' 3816.77' Curve TANGENT 53.43' 42.33' 185.37' Table DELTA 45 °00'00" 26 °28'06" 5°33'40" CHORD 98.73' 82.42' 370.30' CHORD BEARING N84 °33'1 8 "E S86 °10'45 "E S80 °58'50 "W LINE TABLE LINE LENGTH DIRECTION L1 41.48' N62'03'1 8"E L2 13.99' S72 °56'42 "E L3 131.91' S86 °29'21 "E L4 38.49' S7 °51'26 "W L5 221.47' S86 °56'45 "E L6 172.06' S5 °46'43 "E L7 139.31' S5 °46'43 "E L8 97.77' S47 °57'28 "E L9 41.96' S5 °46'43 "E L10 1 49.00' 1 1\184° 13'1 7"E 100 0 100 200 Scale: 1" =100' T Irl !'i T:T X T T-% PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY E— E— E— E— E— E— E— E— E— E —E —E– EXISTING RAILROAD TRACKS EXISTING EASEMENT O FOUND 1/2" IRON ROD • SET IRON ROD WITH YELLOW CAP LOCATION ENGINEERS & SURVEYORS 323 BREESPORT SAN ANTONlo, TEXAS 78216 -2602 (210)349 -2651 RECORD OWNERS /DEVELOPERS: 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949 - 275 -1955 949 - 275 -1955 LOCKAWAY STORAGE zw ROY RICHARDS DRIVE S USE PERMIT EXHIBIT BEING 24.737 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING COMPRISED OF 9.09 ACRES AS DESCRIBED IN DOCUMENT NUMBER 2016006534 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND LOT 1 BLOCK 1 OF THE SANDERS SUBDIVISION REPLAT AS RECORDED IN VOLUME 8, PAGE 205 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARED ON: December 17, 2020 PROD. NO. 19026 SHEET 1 OF 1 r� 3 Fes• !D 2 w Z 4 u U Vf E� N D OBI �V) N 0 i Q U 0 ;V a i o� a +7 U n 2 a o� NOTES 1. THE SUBJECT PROPERTY IS CURRENTLY ZONED GB AND IS 24.74 ACRES. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240 & 220 , DATED November 2, 2007, 1S LOCATED IN ZONE(S) AE & X AND IS WITHIN THE I00 -YEAR FLOODPLAIN, 3. ELEVATION CERTIFICATES WILL NEED TO BE PROVIDED FOR STORAGE FACILI'T'Y BUILDINGS ONCE BUILT" T-O SHOW THE FINISHED FLOOR ELEVATION IS AT LEAST F ABOVE BASE FLOOD ELEVATION (BFE). FNO LAND USE: PLATTED/VACANT ZONED: GENERAL BUSINESS SUBDIVISION NAME: SCHERTZ 3009 #2 OWNER NAME: FERRERA ALDO J PROPERTY ID: 139973 3410 SADDLE POINT ST SAN ANTONIO, 1x178259 .VOL, 7, PG, 638 LAND USE: PLATtED/VACANT ZONED: GENERAL BUSINESS, SUBDIVISION NAME: SCHERTZ 3009 #2 OWNER NAME: FERREIRA ALDO J PROPERTY ID: 139974 3410 SADDLE POINT ST SAN ANTONIO, TX 78259 � VOL 7, PG. sag Curve Table Curve # Length Radius Delta Tangent Chord Chard Bearing C1 101.32' 129.00' 45'00'00" 53.43' 98.73' N84!33'1 8"E C2 83.15' 180.00' 26'28'06" 42.33' 82.42' 586'10'45 "E C3 370,45' 3816.77' 5'33'40" 185.37' 370.30' S80'58'50 "W Line Table Line # Length Direction L1 41.48' N62'03'1 8 "E L2 13.99' S7256'42 "E L3 131.91' 586'29'21 "E L4 38.49' S7'51'26 'W L5 221.47' 586'56'45 "E L6 172.06' S5'46'43 "E L7 273.94' N84'13'17 "E L8 139.3.1' S5'46'43 "E L9 306.33' N82'30'11 "E L10 97.77' S4 *57'28"E L11 41.96' S5'46'43 "E LAND USE: UNDEVELOPED ZONED: GENERAL BUSINESS SUBDIVISION NAME: NOT APPLICABLE OWNER NAME: HENRY Y. AND ROSIE GUTIERREZ PROPERTY ID: 67561 C/O HENRY M. GUTIERREZ JR. P.O. BOX 247 SCHERTZ, TX 78154 VOL. 653, PG. 801 o SITE DATA SUMMARY TABLE ZONING: GB (CURRENTLY) -- G132 (PROPOSED) PROPOSED USE: MINI STORAGE LOT AREA: 1,077,551 S.F. (24.737 AC.) SQUARE FOOTAGE IMPERVIOUS COVER: 852,614 S.F. IMPERVIOUS COVER PERCENTAGE: 79.1% BUILDING AREA (GROSS SQUARE FOOTAGE): 81,079 S.F. TOTAL STORAGE AREA: 80,764 S.F. OFFICE AREA: 315 S.F. BUILDING HEIGHT FEET: 15.17' NUMBER OF STORIES: 1 FLOOR AREA RATIO: 1:6.67 TOTAL PARKING* (REQUIRED /PROVIDED): 28/28 HANDICAP SPACES (REQUIRED /PROVIDED): 2/2 *PARKING CALCULATIONS: 1 SPACE /3000 SF OF STORAGE AREA = 27 1 SPACE /300 SF OF OFFICE FLOOR AREA = 1 680 LAND USE: UNDEVELOPED ZONED: GENERAL BUSINESS SUBDIVISION NAME: NOT APPLICABLE OWNER NAME: HENRY Y. AND ROSF- GUTIERREZ PROPERTY ID'- 67561, C/O HENRY M. ,GUTIERRE5 JR. P.O. BOX ?ti47 SCHERTZ, i7C 78th VOL 653, hG. 80� ligD S 84'23138" W 1 379.88' FIND 1/2 -. FND 1/2+ IRON ROD- -- -� —� --_. — IRDN ROD 1-----W" CAP -BLS 2024 1 —_ rr - - - -` --- - - - - -- — — — — — — — — --- — ------------------- - - - - -- - -- __. 1 N N 80'3622 E r� N , 1 2D' UTILNY EASEMENT l _ 5'L. 7. PG. 366 Wd 25' INGRESS /EGRESS EASEMENT 1 l T� -_Y__- ! 25' INGRESS /EGRESS EASEMENT 1 VOL 7, PG. 166 \ 7_7"n, 100-YR FLOODPLAN ` 1 1 50' BUILDING SETBACK LINE , 1 \I VOL 7, PG. 166 VOL. 8, PG. 205 1 \ 1 LAND USE: VACANT COMMERICAL LOT \\ \ SUBDIVISION NAME: SANDERS BUSINESS SUBDIVISION \� \\ 37' OWNER NAME: A -OK MINI AND RV STORAGE PROPERTY ID: 124223 �- - - - - -� {� \5 P.O. BOX 9 ! r LAND USE: UNDEVELOPED lm SCHERTZ, TX 78154 1 ZONED: GENERAL BUSINESS r3 . < \ VOL. 1968, PG. 700 1D' GVEC ELECTRIC EASEMENT A ��� - -. SUBDIVISION NAME: SANDERS SUBDIVISION OWNER \ 1 OWNER NAME: A -OK MINI AND RV STORAGE z, . ,z„ y\ 1VSO'L6 . P. 801 INGRESS/EGRESS EASEMENT PROPERTY ID: 67452 f7 " K 3 :1 20' SCENIC AND €TILmr EASEMENT 1 , 200 F.M. 3009 §7 xM) VOL 7, PG. tss \ �, SCHERTZ. TX 78154 Mlv 1 30' WATER LINE EASEMENT Co . r t \ VARIABLE WIDTH INGRESS EGRESS OL 2297, PG. 700 ' / 1 333 VOL, YOL 1618, T'G- 346 ¢ EASEMENT FOR ACCESS TO LOT 2 1 0 w Y V T -I -U' eI `-l107� 13' v ` ° +rte •. 4 aj 47' H SINGLE STORY CLIMATE" CONTROLLED STORAGE BUILDING LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY EXISTING BUILDING EXISTING WATER LINE EXISTING PARKING STRIPE EXISTING RAILROAD TRACKS EXISTING EASEMENT FOUND 1/2" IRON ROD SET IRON ROD WITH YELLOW CAP BUILDING WATER LINE WATER LINE EASEMENT GVEC ELECTRIC EASEMENT FIRE LANE PROPOSED CHAIN LINK FENCE PARKING STRIPE EDGE OF CONCRETE LANDSCAPE AREA PROTECTED TREE 100 -YR FLCGDPLAN r7 d N LAND USE: UNDEVELOPED 4 ♦ ♦2F ZONED; GENERAL BUSINESS K,12 . > >y�,Mb 3; F;, 1 .C1 VOL 8, PG. 205 20' UTIUTY EASEMENT Z • i ?AV ♦ 'i SUBDIVISION NAME: NOT APPLICABLE VOL 7. PG- 166 1 L1 1 r 20' WATER LINE EASEMENT B 1 f ♦ ♦♦ 6' \ OW�IEPROPERTYGID I tO595 SCHERTZ VOL , PG. 205 O 2 \ 1 �_ NSO'35' 12 "E 555.86' _ �,M��,�IDUMP RE SINGLE STORY 1400 SCHERTZ PARKWAY { p i CLIMATE CONTROLLED ♦� SCH 1 1 Tx 76154 _' u ia•. h r `� _ �. -- t — ��'l ~�� — —'�^:� _ — N8f X 17" n 1 -7� STORAGE BUILDING 1� VOL.�t$81, PG. 512 `,. -qi -, 4.20 WATER -LINE EASQAENF .. - 1 `� � 7V�. 1 / _ — \\ a' VOL S. FG. 205 0k y ` -��`` - — — 30' GYEG EiECIRI a �, .,•.. . +.. .. _ .a.., _ ,\ \ , i �--�.1 ,ti - - - -_ -_ 261' 1 110• ^� ...E)USTiNG STORAGE BUILDING FF 695.75 I' i \ \ ` ii yy _ ` . =--=-- -275• --- -- \ a., - -� -- - - -- ':` , EXI5FING RV STORAGE ARIA I I 1 , \ �, R� R26�v R2S' °- ,._..__ .'> �. - ....y."...r,r- *•^- -. - -] `_ sir �+,... °.._- r*•- ..__.. 37• I°"°"_'•'- °..- ..__,_ .:.;.1 ExISTUIG srCRACe BUILDING FF 697.40 sT� �- a - ' • \ zG' WATER LINE EASEMENT a5' \ _ °' •'se• - - -_+ "ate. •���� ,�®��� / /�' / vaLie's2 / I i \ .%i�� ° _ FIRE LANE 2s' 5' N a- . - - - -- '� �- 'Px ^.' � &5 Z 1- -- 1_'a...J..J:._�ia_ - -• ......_..,.:�.,..:..-- ...�... ��I fX35TtNG STORAGE BUILD #CiG FF 693.35 -- -- 7- } .a. . - \�-t- ,; - '7F�` -'r' -f -i- F �5'r f / / ! % / ' �y \ \ \ \ °a_- - °—♦ �- 1 •� �:> •277'. E - - - ! :�° • \ \\ i ` , 1 -� ,� \--,. 1'C1' ` -c -� rte-- _r / r / / 14' ` , ` ` \ -r J �? -r r ♦ RV STO AREA 0 i'r • 1 • •`i -_ _-'F_ r -a-•__ _ - _ -__ __ - ••a .� �; .3C0'. I'. 1 1 0 1 %32: 2 . i'� C i � ��t-- _ fir.. _••_ °__ N1� 1, , ,.2 ,.. a _ a } -^ =�. \ _ ` 4 +_ , \ �,< \\ <\ , , ES, °--- _- -- -_ -° -- 262 LF ---- ---- = =s.- EXISTING STORAGE BUILDING FF Sc7.tD I \ - 1 \ \ R \ \ ��. �• - -- _ 3s• •• °.•____° 6 sIDEWAx zs z7T' - - - -- 1 \ j i . \ \ - FIR °r - °— °-- °— _� a' _ +_ _ s .aT - `� \ \ LANE 25' tS1 EXISTING STORAGE BUIWWG Ff 697.60 .'..,T�.. ' _ - . , \ EXISTING RV STORAGE AREA \ - -------- 4` LAND USE: RETAIL /COMNERGLAL 1 `: 1 Q� . -- - -___ _ -- ____J .4. .. 1 e, r ,'t a / / _ _ ZONED: GENERAL'• BUSINESS' '- 1; -z -- a.- a5' . ~� ,a_ f / / / \ \ + ! __., ,. - ..' .. '? - _ ° ------ ___`-'--_- '_- '3t4'...r »_._..,__mss=-- -z - - -`- / / !' / / / �,/ ,� 1 --� T (DIVISION NAME: SCHERTZ 3009 2 r V ' i' �,' ' / \ \/ 't2'/ / % F / ♦ `''' e+ / ]WNER NAME: SCHERTZ Et LLC `, ,. , - - 1 EXISTING STORAGE BUILDING FF 597.40 I ./ ,r >��-� �- ' }/ r / / /// N ( — PROPERTY ID: 19975 1 4��, s�� a ', � .•�'Lr ExisTir;G STORAGE BUILDING FF 697.60 - - - -� ° °• • °' .�_T'------- ��•�- �- - --' -- 'M . /�' / / /- �' T---7' IrL� r- - � F �"' r r � ' _ I` / / / - - �R•�'E % N 15010 LAKEFAIR'IDR 2F, 300' \ % sl r R25' ° RICHMOND. TX 77- }06 1 s1 KB �, ',, .A'�.. :.� ; �.- _ --- - - -+1. �� /t / / / I /' j 7-�� 7—_ ..r.. r- 1 s + a �+� i �aa •- _.._ -- ------------ 3G' FIRE 1 VOL, 7. PG. 636 I Y> k3 f r _'L Y -�._ ----- - - - - -� 1 •e 1: 1' .. , •a +• . ,g F LANE 25 C e .t N 1 •. -: .: 1d ,. I' :'. i_ _ 91pr..COVE ED PA?IC11.1G+ - - _' f:I IXISTING RV STORAGE AREA ! r %� - _ _ F. 1DD -a I''. - 45' ---- ° - -L -__ °.�_ r k �' ` EXISTING STORAGE BUILDING FF 697.77 I a .. _ . e• \ \\\ \ \ l I r _ __ I; a L. •+r /Yt2g, r '.t' - __ v . - lr, -r,? _ _' 9 .1.. r t 1 \ `\ \ 3 i I \ ♦ Icy STORAGE AREA 14` 0' ��[ •,� " _ 1 50tt-s,+r� :'' • -t. .25•' -,• - 24• \ / FIRE LANE °a-. 1 -- ..,. -_ °- _ A. • _ _ _ .. _ s. _ _ r 1 \: s...�,*r. -4 .. .. ..__�`___"°`_ ..r .1'.' `ter- -g- 7 — -_ -�- 'F ' ' \ r ` 1 \ 1� ` R25' -° - ��,.- LAND USE: COMMERCIAL -, .�� s�_ ,. ♦ -:'1 - 2T1' ° .r` 9' . °� �+ ' �' a `' ' .. � � 7-- �Z � `� -t- � � F ; � � � t � � 1 � •,.J - •_�• ° °.._ - r EXI Z ,.cv. t ENE k 113USINESS 1e} z.. � 1 I l �- � r-� ° � .. _ - i r'.,��j:... ,�. E7CiSTl2G STORAGE BUILDSNO EF 697. #D - - 1 �'-'Y - Z---\ s - -.-.- -� r/ i \ .� - / . F � : I` -�- r- _ IRE one, .....- 3 �. --•� -a .• -► y�3 -r - • --'� \_ � NE r ..,riaTUN NAME: SC.IERTZ 3069; 2 \ �a+:'.:c� � ':�r'..J`"- .� r_y� � p ° � / / / / / F / , 7 -! - /w7- 7- �- - OWNER NAME: CBh' SCHERTZ� -_., \ �.._ =���_ ; °° a. -. '..25'. $ :�� �- R.._Y_ � _ .:1, . "`; - _ __ - .. � / / f / / 1 j � � r � // �.` - � ° °-- _- _r -_'" C ^T �.(ln� -. a i'r �'d y' 8 ^Y- �..�im _.r a q 1 - w,_ -r ° / r / / / -Y / /° �- „'°w '.Jf nc ms-TING ORTVE�YAY APRON °:..,`s, _L - -_ -_ -� _- __�_____ , k• - b _ / / / .. -..s - -- "'R`• ' : a. ' •� E _ _ ., / \ RV SFORAGE b ' - t. - I 1 C FIR - 1 I "" -- - 90' 1 •2$ d °. - -1 ELAN a ' �j - 120D DUDA TRAIL -� •� E $ - OVI DO L 32 5 IXFSTiNG STORAGE BUILDING FF 697.63 , _ r i ` ° 4i_ +. h / i E , F 6 - B SIDkWALK :3 _ ..- �. C ED.. P + ,• "' ° ° t 1 _ -_ ______ -.1 - �_. -_.. ..r- ' 25' •• °•. _ / _ /h.9 'R voL � .� —`- 4�.°_.._���� I;;'�. '•�\ \ \ � \ \ \ `\' \ °.. °- __ - - -_ _ _ _.� _ - ° ° -_ • i r r -� — : •- = _ z "=_ t2` \\ ] __o_ ) b FIRE LA - _/ /t. EXISTING PARKli.G� IRON _,.1i0 1 - + -- — — .� 'z� I.' t t ! _ , r N� RV STORAGE AREA _ __ NE 25' r 4.�'.�:= a �,.' • — -1 — � — — � �-�- �•- ��.�- � �� 2 � � � \• \, � ` � ` - - _ _ ...� - -,� 6' � SE_ TYPICAL PARKING DETAIL /� - . '^� -r `�`( ( c k ) C3 �. � I / - � FND 1/ RON ROD -` , \��'�,,= _T�- � , `s ` \ \ ` �� \ � � � � � °, � / ` � -` , _ - ° W_It D 1 2- ,-i �ti-tr n-" -� �r ` l ` , 1 4uk r. -'x \ i 2D' ELECTRIC EASEMENT IRON R00 pp q z' » ti r^,� , \ RV E AREA _ - - r, r JO VOL 7. PG. 166 SV4' E J 7 �i > WITH CAP -BLS zo2a 100 SO 30' WATER LINE EASEMENT - '.' ,`. — _ -_ '^° I• --- ti;1 150, UNION PACIFICRAILROAD.R.0. `voL 4978, PG. 642 25' SEWER L3NE EASEME�i'VT' ENGINEERS 81 SURVEYORS 323 BREESPORT SAN ANTONIO, TEXAS 78216 -2602 (210)349 -2651 ���E OF•TE�� ROBERT DON McCRARY�"� P 12 *� 34589 � i'•�,G'IS�1'�'gL Q1VAIL��� EXISTING RAlif20A} - IRACH5 - '�^�� _. YOL 1616, -YC. -346 k 11NIO1vPcIF1%� j� r] �j • s+ t s Rsa'k^; §,+� , a, 4c'r :';�Sr ,< _ i..0.j.Y„�° c�'„�4 -:.k'I -`�-• 1 �-f 1' ll✓ll 4„S,a;S'n3 6 -'�• r, 's;,`r",,F Isla *t.F.L,$1- �. �,: �.`u arc. _ • \.� �� n��.� -- ;'� -- - p (' — ----._ — M. X78 - -�_` if RECORD Q_WNERSDEVELOPERS,, 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949 - 275 -1955 949- 275 -1955 - ^e�..< ....2.. S -:.:: - - ... -.... :_;.. .. - .:,:;^ 1 ... � ... :: •'.::r';�Y° '- '�FisY. .;r. -', �- F.- �i:;.::kr. t}a.'�id�a A"- �:':fm.`>7'�- •�xR.f< k. J: "1.,•� ', .:C, ,, », °' 4 S i, :, awl r Ys. LAND USE; UNDEVELOPED ZONED, R -A SUBDIVISION NAME \ NOTAPPU( OWNER NAME: CITY 1 SCHE 1 PROPERTY ID: 110448 1400 SCHERTZ PARKWAY SCHERTZ, TX 76154 O VOL. 1881, PG. 63 100 -YR FLOODPLAIN 2�2 I�2 s r EWER LINE 4978, PG., r 884^13' 7 "W 401.85' - t ��OpD ` \vE0 L N.T.S. CITY FALL n SITE •y o fM7 ♦mini ''., \� �1 2 D: R -A I E: NOT APPLi :Q & YOLA IUD IIID: 67046 NG SPRINGS r TX 78154 6, PG. 660 • I / l / J• Q LAND USE: UNDEV €LOPED / O ZONED: R A SUBD VISION E: NOT PCl BL•E k NAM , CA �1 OWNER NAME: CONNJE�AM�ACK�S P D PROPERTY Ipr 4 t� 1113y9'OTLAND I CONVERSE"TX 9 11 DUSTRUU»- ANUFACTURING � INDV IAL SCHNEIDER lNUU IAL PARK OWNER, NAME: AGE INfV( STRIES PROPERTY ID: 123 j204 SCHNEIDER zCIBOLO, TX 78108 GE ROY RICBARM DPM BEING 24.737 ACRES OF LAND, MORE OR LESS. OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING COMPRISED OF 9.09 ACRES AS DESCRIBED IN DOCUMENT NUMBER 2016006534 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND .LOT 1 BLOCK 1 OF THE SANDERS SUBDIVISION REPLAT AS RECORDED IN VOLUME 8. PAGE 205 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. PREPARED ON: December 31, 2020 PROD. NO. 19026 SHEET 1 OF 1 3 'a tn J s- c'`'a Z a I a N a N U v= O d� �3= a� � o °T N 4 M �i ca C 1/4" X 1/2" SILICON JOINT SEALANT (JOINT MAY BE SAWED OR FORMED)* (C X 1S" DEFORMED BAR (CENTERED) G 16" O.C. 7" HEAVY DUTY . " °• 6" MODIFIED SUBGRADE 5" LIGHT DUTY �. .... :... %-x % CONSTRUCTION JOINT 1/2" X 1/2" SILICON JOINT SEALANT 7" HEAVY DUTY 5" LIGHT DUTY #5 X 18" SMOOTH BAR (CENTERED AND GREASED ON ONE END ONLY) ® 16" D.C. #4 BARS 0 16" O.C.B.W. (PANEL REINFORCEMENT) 6" MODIFIED SUBGRADE 1/2" EXPANSION JOINT *JOINTS MUST BE SAWED LESS THAN (FIBER OR REDWOOD TYPE) PLASTIC CAP 3/4" SPACE 24 HOURS AFTER PLACEMENT OF CONCRETE. RESTRAINED JOINT EXPANSION /CONTRACTION JOINT CONSTRUCTION JOINT" CONSTRUCTION JOIN' N.T.S. 3500 PSI CONCRETE (28 N.T.S. N.T.S. 12" 1/4 JOINT SEALANT ✓, `/ (SILICONE) BACKER ROD (FLEXIBLE MATERIAL) -+ 25% LARGER DIAMETER THAN JOINT WIDTH. i�. INSTALL UNDER COMPRESSION. JOINT SEAL DETAIL DAYS COMPRESSION STRENGTH) #5 BARS 0 18" O.C.E.W, I» 300 �� W / D 2.9 x W / D 2.9 WELDED WIRE FLAT SHEETS (ITEM 303) OR 4" CLASS "A" CONCRETE #3 BARS 0 18" O.C. EACH WAY SIDEWALK - ITEM 502 CENTERED IN SLAB (ITEM 301) �o ° ` • ' • D� - N0. 4 BARS DOWEL INTO 27 MAX. CURB AT 24" O.C. ; -- A" 957 COMPACT SUBGRADE (MOISTURE CONDHIONED) ** OR CRUSHED LIMESTONE BEDDING NOTE: REFER TO GEOTECHNICAL ENGINEERING STUDY CONCRETE PAVEMENT SECTION CONCRETE SIDEWALK AND DUMPSTER PAD ABUTTING CURB SECTION N.T.S. NTS N.T.S. NOTE: 1.) FULL DEPTH EXPANSION JOINTS SHALL BE PROVIDED AT RETURNS, TANGENTS AND 100 IL INTERVALS OR PORTIONS THEREOF. 2.) DUMMY JOINTS SHALL BE PROVIDED AT 10 FOOT INTERVALS. 3.) CONCRETE SHALL BE CLASS B (2500 psi). EXCAVA71ON & BASE MATERIAL TO BE INCLUDED IN THE UNIT PRICE OF CURB �I 8 3 /S" 2 518'� 5 3/4" 3" R. 12 5/8" SEE STREET DETA4 112° 7- FOR PAVEMFNr 12" a.. da - v . C d 4 q - O. d d ? ' 21" = 12" CONCRETE CURB N.T.S. 2" 5'--8" 2" 6" 6" TOPPAVEMENT�T 7" 14 " -#4 BAR } (TYP.) FRONT VIEW NOTE: SEE DIMENSIONAL CONTROL PLANS FOR LOCATION OF WHEEL STOPS IN PARKING SPACES. WHEEL STOP DETAIL N.T.S. STANDARD CURB PAVEMENT OR EARTH AS LOCATION DICTATES CURB TRANSITION DETAIL N.T.S. m aJ � a W � TOP OF ASPHALT PAVEMENT CLASS. A" STRUCTURAL CONCRETE (3000 P.S.[ IN 28 DAYS) TYPICAL 9" 2 3/4" 2 3/4" • 3" d d' d 7" 14 " - #4 BAR THROUGH C.L- SECTION "A -A" T MIN CURB AND SIDEWALK BEYOND SEE NOTE 2 & 3 LOW CURB SIDEWALK WIDTH - (FLUSH WITH ASPHALT) 2.0' SEE NOTE 4" CLASS "A" CONCRETE _ 15 & 16 2 °la MAX. 8.33 °!° h ?AX VAR. �0 5% MAX. SEE SIDEWALK REINFORCEMENT a DETECTABLE WARNING SECTION A -A SIDEWALK SEPARATED FROM CURB (NOT TO SCALE) LOW SIDE RAMP SMOOTH DOMED CONCRETE TOP INSIDE OUTSIDE ENCLOSURE ENCLOSURE !P �1 CAST STONE CAP, REFER TO DETAIL CMU BOND BEAM °Q 42" HIGH, 6" I 6" B SCH. 40 GALV. CONCRETE FILL BOLLARDS, REF STEEL PIPE BOLLARD EP- FILLED WITH CONCRETE, Ld SPLIT FACE CMU BLOCK PAINT PAINTED - REF. SPECS. IN RUNNING BOND PATTERN POSITIVE SLOPE AWAY 0 _1 WITH SMOOTH FACE OF FROM BOLLARD v CMU ON INSIDE, REF. Ld z - SPECS, FOR BLOCK SIZE STRUCTURAL 8" p 1/2" JOINT SEALANT w CMU BLOCK W/ REINFORCING STEEL PAINT EP- v- CONCRETE PAVING 0- REFER TO STRUCTURAL ° OR FOUNDATION CONCRETE FOOTING �- INSIDE ENCLOSURE, BLOCK I FILLER WITH EPDXY PAINT DUMPSTER BY ICI ( I ° P l�ll IjII I COLOR, T.B.D. CONCRETE FOUNDATION, REFER TO STRUCTURAL -E 1111 IIIII I1 I �I��II I�III • ' -I 1 I I I"-" BOLLARD DETAIL N.T.S. REFER T❑ PLANS CMU DUMPSTER WALL DETAIL N.T.S. CURB RAMP 5' MIN. CURB RAMP LANDING A TYPICAL SIDEWALK b 8.33% d } ' ...4 ° 'p• A 8.33 % e . • MAX. MAX. 4 ` B.O.C. ` `(1:92) a 2.0, (1:12) B B F.O.C. L A / i •. • v``y'• TYPICAL SIDEWALK -ASPHALT BASE MATERIAL 2" GRAVEL, CRUSHED ROCK TYPICAL SIDEWALK RAMP - TYPE 11 OR FLEX. BASE USED AT TEE INTERSECTIONS WHERE SIDEWALK ABUTS CURB (NOT TO SCALE) = r- 5' MIN. LANDING-1 HIGH SIDE RAMP I SIDEWALK DETAILS 2.0' MIN - ASPHALT 8.33 °16 MAX._ SECTION B -B ERE SIDEWALK SEPARATED FROM CURB (NOT TO SCALE) PROJECT NO.: DATE: FEBRUARY, 1 2015 L)RWN. BY: L€3J Dl;(jN. BY: LBJ { HKI7, E3 Y: LE S11LL'rNo,: 5 of 6 NO TES: 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERT ES BASED ON A PROJECTION OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. -TOP OF ASPHALT 3. SIDEWALK SECTION SHALL BE REQUIRED ALONG ALL STREETS. PAVEMENT 4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY. THE DRIVEWAY IS PRIVATELY MAINTAINED, 4" CLASS "A" CONCRETE 5.0' MIN 2% MAX. SL_OPF TO CURB LANDING Y Q 0 U2 24" MIN `1 n 4x4 GATE I PAINT EP- 42" HIGH, 6" DIA CONCRETE FILLED BOLLARDS, REF. I PAINT EP- #4 DEFORMED BAR EMBEDDED IN EXIST CONC W /EPDXY 4 ° a -n E -2" EX1ST --j 12" �--- SAWCUTMIN 2" SIDEWALK TO EXIST SIDEWALK (NOT TO SCALE) 2.35" 0.5" 60 MM I 13 MNI `I 0.2tF 2.35" F5 {VIM O 60 MM 0 Q O T ^23 MM PAVEMENT SEE PLAN DETAIL DOMES CURB FLUSH WITH PAVEMENT PLAN DETAIL DOME SECTION DETECTABLE WARNING AREA (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) APPROVED CAST-IN -PLACE DETECTABLE WARNINGS 1. CAST -IN -PLACE DETECTABLE WARNING SYSTEMS MUST BE POLYMER COMPOSITE 2. MATERIAL MUST BE "WET SET" INTO FRESHLY POURED CONCRETE. 3. PROTECT PRODUCT FROM DAMAGE UNTIL MATERIAL IS FULLY SET OR CURED. 4. PRODUCT MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 2" GRAVEL, CRUSHED 6" x 6" W 2.9 x W 2.9 WELDED WIRE ROCK, OR FLEX. BASE FLAT SHEETS OR #3 BARS @ 18" O.G.E.W. CENTERED IN SLAB CONCRETE SIDEWALK SECTION (NOT TO SCALE) 12'-8" 12' -8" DUMPSTER PLAN N.T.S. CATES AND JAMB - METAL DECKING WELDED TO ST 8' -0' SLIDE 13 . ", DUMPSTER GATE ELEVATION CONCRETE DRIVEWAY NOTES 1. SIDEWALK SHALL HAVE A MINIMUM WIDTH OF 5' AND BE SHALL BE LOCATED A MINIMUM OF 2' FROM THE BACK OF CURB. 2. DUMMY JOINTS PARALLEL TO THE CURB SHALL BE PLACED WHERE THE SIDEWALK MEETS THE DRIVEWAY. 3. DUMMY JOINTS PERPENDICULAR TO THE CURB, AND WITHIN THE BOUNDARIES OF THE PARALLEL DUMMY JOINTS, SHALL BE PLACED AT INTERVALS EQUAL TO THE WIDTH OF THE SIDEWALK. 4. A MINIMUM OF TWO ROUND AND SMOOTH DOWEL BARS 3 /8" IN DIAMETER AND 18" IN LENGTH SHALL BE SPACED 18" APART AT EACH EXPANSION JOINT. 5. SIDEWALK RAMP LENGTHS SHALL BE OF SUFFICIENT LENGTH TO MAINTAIN 8.33% (1:12) MAXIMUM SLOPE. WHERE SIDEWALKS CROSS DRIVEWAYS, SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2 %. 6. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED. NOTES: 1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK. 2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE. 3. SIDEWALK SECTION SHALL BE REQUIRED ALONG ALL STREETS. 4. THE TOWN IS NOT RESPONSIBLE FOR VEHICLES THAT DRAG DUE TO GRADE OF DRIVEWAY. THE DRIVEWAY IS PRIVATELY MAINTAINED. 5. PROVIDE (112 ") EXPANSION JOINTS AT 50 FOOT INTERVALS, 6. CRACK CONTROL JOINTS SHALL BE PROVIDED AT 5 FOOT INTERVALS. 7. NO. 3 BARS @ 18" CENTERED EACH WAY OR 6X 6 NO. 10 WWM FLAT SHEETS. 8. SIDEWALKS SHALL BE INSTALLED WITH A MINIMUM OF 2" ABOVE GROUND. DRIVEWAY REINFORCEMENT TABLE RESIDENTIAL DRIVEWAY ##3 BARS 12" O.C. BOTH WAYS OR 6" x 6" W/ D4.7 x WI D4.7 WELDED WIRE FLAT SHEETS) COMMERCIAL DRIVEWAY #4 BARS 12" O.C. BOTH WAYS OR G" x 6" WI D7.5 x W/ D7.5 WELDED WIRE FLAT SHEETS 9. WHERE ADA ACCESS SIDEWALK TIES TO EXISTING SIDEWALK ON CULEBRA 7. SIDEWALK RAMP SURFACE SHALL BE BRUSH FINISHED. ADD #5 DOWELS @ 12" OC 6" INTO EXISTING AND PROPOSED CONCRETE. IN s I� 0 : 1k - ; ----------------------------- ; 3� ROBERT DON MCCRARY *d'• 34599 ,� ' ••••....... ANAL mss- . ,w,.1�•e' I� F�1 C7 N C Z U) LL.1 Q 0 cn NO cn r, 00 O co LLJ Q U) X ua � F- �CIO0 ul © C U Z (\j Lu LU z z �Zo � � zN aN D LLJ N) U) 1✓ 1 V SHEET 02.01 DRAWN BY: CHECKED BY: J. McNl % EIM DATE PROL N0, December 2020 19026 a 3 v w a0 J V) 1 N 0 N 0 N U 1- w W U N 0 o�4 C9 ) 0 E� tl ° 7 a 1 0) 0- o� C) N Q Of rn t U mo o� v °1 o� Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 51 — END....... ROAD WORK', C20 -2 4B" X 24" DD ROAD WORK END V V AHEAD CW20 -1D 48" X 46" ROAD (Flags - _ W WORK See note 1) v1 - �'��G20 - -2 _ � a E 48" X 48" L o p v, C E See note t) O � L � � D EFT O x x n 0 o = � Shadow Vehicle with TMA and high intensity rotating, flashing, oscillating or strobe lights.(See notes 4 & 51 — END....... ROAD WORK', C20 -2 4B" X 24" DD a 48" X 48' x a ° C Z, L 0. N O a la Y- ■ CWt -6aT\ ■ ... 36" x 36" U or 0 sL_J ■ 9 -- i f Y ■ M F D I I I D J 7 a a I (See note 7) -­,=:Shadow Vehicle with TMA and high intensity m rotating, flashing, oscillating or strobe tights.(See notes 4 & 5) J Mk � x x "CLOSED -5TR 48" X 46 " \ .r x� Q ROAD WORK AHEAD CW20 -ID 48" X 48" (Flags - See note 1) TCP ( I -4a) ONE LANE CLOSED 6- S•IRA 3- EACH 3/8" DIA. TRUSS ROD AND TURNBUCKLE A GATES AND AT EACH CORNER x D _erg x J ♦ V ♦ F ■ L a C V1 6" DIA, GATE AND CORNER POSTS I 24" WIDE X 5 1/2" THICK CONCR CONTINUOUS BENEATH FEN( F_ Z Ln U Jvav FILL YA1C1J 611ALL t5L tlU1 DIP GALVANIZED AF'T'ER FABRICATION. CHAIN LINK FENCE DETAIL N.T.S. END ROAD WORK: G20 -2 48" X 24" L 'a N m c ■ o o 4 � a_�,I ■ ■ ■ Y ■ kf■ d I M 1 l f r • Qy r a I� END ROAD WORK 020 -2 48" X 24" 1�j w s 4 ■ LEGEND V:272Tn Type 3 Barricade ® ® Channelizing Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMAI Trailer Mounted Portable Changeable Flushing Arrow Board ill! Message Sign (PCMS) .a- Sign �] Traffic Flow F l ag "'0 Flogger Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 END V V ROAD WORK R ROAD _ W WORK - �'��G20 - -2 _ CW20 -10 AHEAD 48" X 48" (Flags - See note t) EFT LANE L C ® CW20 -5TL CLOSE sL_J ■ 9 -- i f Y ■ M F D I I I D J 7 a a I (See note 7) -­,=:Shadow Vehicle with TMA and high intensity m rotating, flashing, oscillating or strobe tights.(See notes 4 & 5) J Mk � x x "CLOSED -5TR 48" X 46 " \ .r x� Q ROAD WORK AHEAD CW20 -ID 48" X 48" (Flags - See note 1) TCP ( I -4a) ONE LANE CLOSED 6- S•IRA 3- EACH 3/8" DIA. TRUSS ROD AND TURNBUCKLE A GATES AND AT EACH CORNER x D _erg x J ♦ V ♦ F ■ L a C V1 6" DIA, GATE AND CORNER POSTS I 24" WIDE X 5 1/2" THICK CONCR CONTINUOUS BENEATH FEN( F_ Z Ln U Jvav FILL YA1C1J 611ALL t5L tlU1 DIP GALVANIZED AF'T'ER FABRICATION. CHAIN LINK FENCE DETAIL N.T.S. END ROAD WORK: G20 -2 48" X 24" L 'a N m c ■ o o 4 � a_�,I ■ ■ ■ Y ■ kf■ d I M 1 l f r • Qy r a I� END ROAD WORK 020 -2 48" X 24" 1�j w s 4 ■ LEGEND V:272Tn Type 3 Barricade ® ® Channelizing Devices Truck Mounted Heavy Work Vehicle ® Attenuator (TMAI Trailer Mounted Portable Changeable Flushing Arrow Board ill! Message Sign (PCMS) .a- Sign �] Traffic Flow F l ag "'0 Flogger Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 Minimum. Suggested Maximum - Desirable Minimum Posted Formula Taper Lengths Channelvzin S19r' Suggested Speed T¢ Devices g Spacing Longitudinal "X" Suffer Spece 10' 11` 12' On a On a Distance D Offset "fset ;offset Toper Tangent 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' 80' 240' 155' 45 450' 495'1 540' 45' 90' 320' 195' 50 500' 550 600' 50' 100' 400' 240' 55 1 =N1S 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60` 120' 600' 350' 65 650' 715 780' 65' 130' 700' 410' 70 700' 770-1840- 757 140' 800' 475' 75 750` 825'!900' 75' { 150' 900' 540' CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 CW20 -1D - - 48" (Flags- See note I) La � La � 0 Lo a ,r, r L a F y a L o w 7 o 0 CW1 -4R 48" X 48" CW13 -1R Conventional Roads Only 24" X 24" Toper lengths have been rounded Off. (See note 27 A L= Length of Toper(FT) W =Width of Offset(FT) S= Pasted Speed(MPH) Shadow Vehicle with TMA and high intensity rotating, fleshing, oscillating or strobe lights. iSee notes 4 & 5) — TYPICAL USAGE MgpILE SHORT 5HORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 GENERAL NOTES 1. Flags attached to signs where shown are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The CW2Q -ID "ROAD WORK AHEAD" sign moy be repeated if the ` visibility of the work zone is less then 1500 feet. 4. A Shadow Vehicle with ❑ TMA should be used anytime it can be positioned - 30 to 100 feet in advance of the area of crew exposure without adversely J affecting the performance or quality of the work. If workers are no longer present but road or work conditions require the traffic control to remain in CW1 -6aT place, Type 3 Barricades or other channelizing devices may be substituted X 36" for the Shadow Vehicle and TMA, (See note 2)A 5. Additional Shadow Vehicles with TMAS may be positioned off the paved surface, next to those shown in order to protect wider work spaces. jTCP (I -4a) G. If this TCP is used for a left lane closure CO20 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the \ CWI -4L centerline where needed to protect the work space from opposing traffic with 46" X 48" the arrow panel placed in the closed lane near the.end of the merging toper. XX CW13 -1P TCP (I -4b) J M PH 24 X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)® which separate two -way traffic should be spaced on topers at 20' or 15' if posted speeds are 35 mph or sower, and for tangent sections, at 1 12S where S is the speed in mph This ti hter device spacin is intended J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 J rI g 1� for the areas of Conflicting markings, not the entire work zone, RIGHT b — -•__ CLOSED ]�� Traffic x Operations –A.— A Texas Department ortation Drvrsmn END CW20 -5TR p P Standard x 48° x 4a" RDAD WORK' TRAFFIC 0202 1! x 48" X 24" TCP (I -4b) TWO LANES CLOSED CONVENTIONAL ROADS ROAD ■ ■ i( ■ ta 1 O O Y j[ s l • • w a w O Phi a END ROAD WORKS ROAD 020 -2 WORK 4a" x 24' Cw20 -1D AHEAD 48"X 48" (Flags - See note 11 CLA CW20 -5TL p 4a" X 4 � X o ° � o o. 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 1u-- I Il Iu u n a � O �QN CW1 -GOT \ 36" X 36" � z c n _ y L 0 -s I (See note 7) —n Shadow Vehicle with m TMA and high intensity rotating, fEashirg, oscil €acing or strobe lights.(See notes 4 & 5) J rn I \"CW20 -5TR 48" X 48" Z x^ ROAD WORK AHEAD CW20-1D 48" X 48" (Flags - See note 1) WORK TCP ( I -4a) AHEAD TCP (1 —4) —18 Inc: {cp3- 4- 18.dgn lcn: cx: re: cx: 48 I D 41, X 481, 0 TxD7T peecsj;gr IyeS 1 tear JsLCIJ ICS nee ONE LANE CLOSE D ! (F lags- a�vislc"s See note 1 ) 2 -94 4 -98 8 -95 2 -]2 �i sr ccynr. s.ser c. 1 -47 Z-18 END ROAD WORK G20 -2 48" X 24" s� X --4' VV 4I`Ll' END ROAD WORK G20 -2 48" X 24" L x m n ° L X - J O ■ m at o :jam L 0 V 5 a L 0 a ►■ - ; -. r o 4 a C V) `■�> - oYr y L o ::7 ■ A ■ ac ■ 4 M ! Y - Qo y� in u! I J i i p • J 0 f E- J ® ®40 x � x x 410 .- x TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 TCP (I -4b) Two LANES CLOSED C -4R As 98" X 46" AAJ CW13 -1P *Conventional Roads Only MPH 24" X 24' -W Toper lengths have been rounded off, (See note 2)A L= Length of Tcper(FT) W =Width of OffsettFT) S= Posted Speed(MPH) LEGEND ® Type 3 Barricade ® la Channelizing Devices MTruck Mounted 1 ILId Heavy Work Vehicle ® Attanuator (TMA) Trailer Mounted Portable Changeable Flashing Arrow Board IVI Message Sign (PCMS) S Sign Traffic Flow Flog ` 0 Flogger M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 M €niTrum Suggested Maximum Desirable Spacing of Minimum Posted Formula Taper Lengths p g Sign Suggested 9 Channelizing Longitudinal Speed X. Devices Spouing Y �, X.. Buffer Space 10` 11' 12' On a On a Buffer' space TePer Tangent D'stonce 30 2 150' 165' 180' 30' 60' 120' 90' 35 L= WS 205' 225' 245' 35' 70' 160' 120' 40 60 265' 295' 320' 40' a0' 240' 155' 45 450' 495' 540' 45' 90' 320' 195' 50 500' 550' 600' 50" 100' 400' 24D' 55 L -WS 550' 605' 660' 55' 110' 500' 295' 60 600' 660' 720' 60' 120' 600' 350' 65 650' 715' 780' 65' 130' 700' 410' 70 700' 770' 840' 70' 140' 800' 475' 75 750' B25' 9U0' 75' 150' 900' 540' TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 TYPICAL USAGE MOBILE SHORT SHORT TERM INTERMEDIATE LONG TERM DURATION STATIONARY TERM STATIONARY STATIONARY ,i 1 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 GENERAL NOTES I. Flags attached to signs where shown ore REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans, or for routine maintenance work, when approved by the Engineer. 3. The C*20-ID "ROAD WORE( AHEAD" sign may be repeated if the visibility of the work zone is less than 1500 feet. 4. A Shodow Vehicle with a TMA should be used anytime it can be positioned 30 to 1 00 feet in adva o ce o f t he a r ea of c r ew exposure without ad y r se I y affecting the performance or quality of the work. If workers are no longer CW1 6aT present but road or work conditions require the traffic control to remain in P lac @, Type 3 Barricades or other channelizing devices may be substituted 36" X 36" for the Shodow Vehicle and TMA. (See note 2)® 5, Additional Shadow Vehicles with TMAS may be positioned off the paved / ~\ surface, next to those shown in order to protect wider work spaces. TCP t) -4a) 6. If this TCP is used for c left lane closure 020 -5TL "LEFT LANE CLOSED" signs shall be used and channelizing devices shall be placed on the CWI -4L centerline where needed to protect the work space from opposing traffic with 48" X 4a" the arrow panel placed in the closed lane near the end of the merging taper. CW13 -1P TCP (1 -4b) XX MPH 24" X 24" 7. Where traffic is directed over a yellow centerline, channelizing devices (See note 2)- which separate two-way traffic should be spaced on tapers at 20' or 15' if posted speeds are 35 mph or slower, and for tangent sections, of 1 /25 where S is the speed in mph. This tighter device spacing is intended for the areas of conflicting markings, not the entire work zone. RIGHT LANE g Traffc LO5ED =* Operations ®Division Standard DN artment of Transportation 48" X 48" TRAFFIC CONTROL PLAN LANE CLOSURES ON MULTILANE CONVENTIONAL ROADS ROAD WORK TCP (1 — 4) —1 8 AHEAD CWZO 10 F +LE" icpl- 4- 18.cgn r +: c +: n ": 48" X 48' ©IxiOT Ecce=bcr 1 °.55 cavr seu w mcv nr (F I ags- "Ev+smvs See note l ) 2 -94 4 -98 8-95 2 -12 a+sl co.+vrY SIeUl ac. 1.97 2 -IS ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 ss s OF ROBERT DON McCRARY "d ... 34589 µ PISA �i QN..Cs `e, 'N� INS! a� _.I a% It frlw U N �7 0 0 10 `^ N V�✓ N 00 0 n LU a d vi w `.5 ~ 0 0 V W � �LLJ Z Z m [ "� � " Zo Z N Q N Q W INS U) , 9 L. 4) ��y 1_� r �t n TV^ �v1 W SHEET C2.02 DRAWN BY: CHECKED BY: J. (vIcNBW EIM DATE PROI: N0. December 2020 19026 1 E C W 3 M GCL$i1 1/ 1 ti" = F-0"409,771 SIB CAL ARTICULATION IS LOCATION IS NOT IRED. IT IS PROVIDED i,RCHITECTURAL 'WITH NORTH ELEV. Wo o 8' TALL MASONRY WALLS CONCRETE BASE M' 0 METAL GATES TRASII DUMPSTER ENCLOSURE 1/411 = I11_011111 PARKING REOUIREA) AND PROVID131) - -� - PARKING PROVIDED /STORAGE: TL. PARKING PROVIDED FOR OFFICE +STORAGE: 315 SFF 1 SPACE /300 SF 1 Space 80,764 SF 1 SPACE /3000 SF 27 SPACES 27 SPACES 28 SPACES REVISED 9/24/20 AS PER CITY SUP REVIEW DATED 7/2/2020 Date: 1/13/20 Time: $;35;10 AM File name: SUP PRELIMS.Vwx REVISIONS 1 1 • • 1 • • • 1 N L U M Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. C(OX buC7CC,C CCn9-L CCCrCYnLC DrrlLCCrCCVC CCrCC TV CVh\033TffUCiirCIC SHEET NO.: I OF: SHEETS PROJECT NO.: DATE STAMPED: DATE: 1 E C W 3 1100TOWS M FLOOR 1'tAN BLDG' 11 1/1611 = F -0" 399933 SF IN I t:KIUK I -AUAUt 0 REVISED 9/24/20 AS PER CITY SUP REVIEW DATED 7/2/2020 Date: 1/13/20 REVISIONS Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. SMULL Y1rRrrrrn1Lfl- DrrlLPJSr ©PJZ PRg(DR TV SHEET NO.: 9 AW OF: SHEETS PROJECT NO.: DATE STAMPED: 1 Time: $;35;10 AM File name: SUP PRELIMS.Vwx DATE: U) X +-J 0 CZ >1 i CZ U_ N 3: rr L- N U O U cc C/) O J O O N Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. SMULL Y1rRrrrrn1Lfl- DrrlLPJSr ©PJZ PRg(DR TV SHEET NO.: 9 AW OF: SHEETS PROJECT NO.: DATE STAMPED: 1 Time: $;35;10 AM File name: SUP PRELIMS.Vwx DATE: E C I 1 ( 2 3 ( 4 BUILDING 'A' ELEVATIONS RETURN FACADE ON WEST ELEV AS INDICATED 11 " T. ,P. TYP PARAPET ABOVE ROOF E o�M • 11 NORTH FACAD TO WEST ELEVATION,­Z PROVIDED •' NORTH • OUTLINE TO EAST REF. NORTH FOR OFF SETS IN EAST ELEV. ELEVATION 50pril 260' -6" NORTH ELEVATION -BLDG B EXTERIOR FACING ELEVATION NORTH ELEV 1/16" = 11 -0 it ROOF MTD A/C 20'-10" SCREEN I /. FINE �I� I 1011 IN I 'Il III I C I ',I I 0 161 ,/1/10­=1'-0-, B U I L D I N G O N i r-I NORTH ELEVATION -BLDG A EXTERIOR FACING ELEVATION 1/16it = 11 -0 it �� ROOF MTD A/C 30'-0" '- EQUIPMENT SCREEN 0 • r • P , • • i • 0 0 i rl r-I EAST ELEVATION -BLDG A INTERIOR FACING, ELEVATION 5' -0" 1/16 if = 11-0 it An- -r)" an--n" Ant -n" `GYP PARAPET ABOVE ROOF EDGE N 0 'B' ELEVATI0 NS • . PARAPET RETURN RETURN VERTICAL ARTICULATION FROM WEST ELEV WEST ELEVATION -BLDG A EXTERIOR FACING ELEVATION VVCJ 1 CLCV. LIIIVICIVJIVIV 1/16" = 1'-o" 0 REVISIONS Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. �nrClrCC° CC (OX CCCCCCGC CCCCC CCCrC ALfl- DDgXL=CCrCCC CCrCC TV CCr�C�rCCC�CrCC SHEET NO.: i OF: ! SHEETS - - - - - -- --- - - - - -- - PROJECT NO.: DATE STAMPED: W W •� X +-J 0 CZ >1 r- CZ U_ N 3: rr L- N U O U cc C/) O J O O CV Bartholomew Architecture/ Development Services studio: 4703 Ceekwood Austin, Texas 78723 c- 512 -992 - 8282 e: RANDY @BARTNOLOMEW.CO These contract documents may not be used by anyone other than the owner designated by the architect. These documents may not be used on any site other than the project site listed herein. Unauthorized duplication /modificatin in whole or in part will result in legal action. These drawings must be stamped, signed, dated by the architect prior to begining construction. Any construction document used for construction without the architect's stamp /signature /date is an illegal act and is the responsibility of the party using / modifying the document. �nrClrCC° CC (OX CCCCCCGC CCCCC CCCrC ALfl- DDgXL=CCrCCC CCrCC TV CCr�C�rCCC�CrCC SHEET NO.: i OF: ! SHEETS - - - - - -- --- - - - - -- - PROJECT NO.: DATE STAMPED: LANDSCAPE AREA: 1. LANDSCAPING REQUIRED TOTAL SITE i'. TOTAL LANDSCAPE REQUIRED: TOTAL LANDSCAPING PROVIDED: TOTAL TREES REQUIRED: INDUSTRIAL SITE (60% OF GROSS LOT AREA): (9) TREES PER ACRE (43,560 SF) TOTAL TREES PROVIDED ON SITE: 2. LANDSCAPING IN FRONT YARD LANDSCAPING IN FRONT YARD REQUIRED: LANDSCAPING IN FRONT YARD PROVIDED: 3. PARKING LOT LANDSCAPING TOTAL PARKING LOT AREA: 14,906 SF x 10 %: TOTAL PARKING LOT LANDSCAPING PROVIDED: TREES REQUIRED PER PARKING LOT: 1491 SF / 400 SF: TREE PROVIDED PARKING • PARKING 4. - f PROVIDED A REQUIRED PERIMETER 5. LANDSCAPING ALONG LF :i i PROVIDED PROPOSED : UNDISTURBED VA MULTI-FAMILY / RESIDENTIAL BUFFER NOT APPLICABLE. 520,458 SF 104,092 21884 PROPOSED . • A 128,550 SF UNDISTURBED AREA 312,275 SF 65 TREES REQUIRED 65 TREES PROVIDED 104,092 SF x 41 41,637 SF 138,429 SF (100 %) PROVIDED GENERAL NOTES: 1. REFER TO SPECIFICATIONS FOR ALL CONTRACT PLANTING. 2. INSTALL APPROVED IMPORTED PLANTING MIX TO MIN. DEPTH OF 6" IN ALL AREAS SCHEDULED AS LANDSCAPE PLANTING AREAS. 3. INSTALL APPROVED IMPORTED TOPSOIL TO 4" DEPTH IN ALL TURFGRASS AREAS. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES IN THE FIELD PRIOR TO INSTALLATION AND MUST REPORT ANY DEVIATION IN SITE CONDITIONS TO THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK IN THE AFFECTED AREA. 5. WHERE SHOWN ON THESE PLANS, UTILITY INFORMATION IS PROVIDED FOR REFERENCE ONLY. REF. CIVIL AND MEP PLANS FOR ALL UTILITY INFORMATION. 6. VERIFY LOCATION AND DEPTH OF ALL EXISTING AND PROPOSED UTITILIES PRIOR TO ANY EXCAVATION. IN THE EVENT POTENTIAL CONFLICT(S) OCCUR BETWEEN UTILITIES AND LANDSCAPE IMPROVEMENTS, IMMEDIATELY CEASE WORK IN THE AFFECTED AREA, REPORT THE CONFLICT(S) TO THE OWNER'S REPRESENTATIVE, AND DO NOT PROCEED UNTIL RECEIPT OF SPECIFIC WRITTEN DIRECTION. URBAN DEER NOTES: 1. AT THE TIME THESE DOCUMENTS WERE PREPARED THE LANDSCAPE ARCHITECT WAS NOT AWARE OF A LOCAL URBAN DEER POPULATION. 2. IN THE EVENT AN URBAN DEER POPULATION IS DISCOVERED, CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING ALL NEWLY- INSTALLED PLANTS THROUGH THE 30 -DAY MAINTENANCE PERIOD. 3. APPLY "LIQUID FENCE" (OR APPROVED EQUAL) TO ALL PLANTS AS NEEDED TO DISCOURAGE BROWSING BY DEER. 4. ANY NEWLY- INSTALLED PLANTS EATEN OR BROWSED BY DEER PRIOR TO THE EXPIRATION OF THE 30 -DAY MAINTENANCE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. OVERHEAD ELECTRIC NOTES: 1. ALL PROPOSED LARGE SPECIES TREES (AS DEFINED BY THE UNIFIED DEVELOPMENT CODE IN EFFECT HEREOF) SHALL BE PLANTED NO CLOSER THAN 20' TO ALL OVERHEAD ELECTRIC UTILITY LINES. 1491 SF PARKING LOT LANDSCAPING REQUIRED 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL OVERHEAD ELECTRIC UTILITY LINES AND ENSURING THAT NO LARGE SPECIES TREES ARE PLANTED WITHIN 20 OF ANY OVERHEAD ELECTRIC UTILITY LINES. 3225 SF (21.6 %) PROVIDED 3. WHERE CITY INSPECTORS FIND ANY PROPOSED LARGE SPECIES TREES TO BE IN VIOLATION OF PROXIMITY TO OVERHEAD ELECTRIC UTILITY LINES, THE CONTRACTOR SHALL RELOCATE TREES AT NO ADDITIONAL COST TO THE OWNER. V /J_1:l: Ili [H�����:��1= F•'ItJ:i�l� /l�]�1� IRRIGATION LANDSCAPE ALL NEW •OIRRIGATION PLANT SCHEDULE/2 SIZE = CALIPER OR SPREAD QTY. I SYM. SCIENTIFIC NAME COMMON NAME HGT. SIZE CONDITION REMARKS TREES 14 PM Platanus mexicana MEXICAN SYCAMORE - 3" CAL. Band B DECIDUOUS / SINGLE STEM 13 QS Quercus shumardii SHUMARD OAK - 3" CAL. Band B DECIDUOUS / SINGLE STEM 14 QV Quercus virginiana LIVE OAK - 3" CAL. Band B EVERGREEN / SINGLE STEM 13 UC Ulmus crassifolia CEDAR ELM - 3" CAL. Band B DECIDUOUS / SINGLE STEM SHRUBS 104 PAC Plumbago auriculata'Capensis' CAPE PLUMBAGO - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. 87 RRZ Rosa 'Radrazz' 'RADRAZZ' KNOCK -OUT ROSE - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. GROUNDCOVERS AND GRASSES Cynodon dactylon'419' '419' HYBRID BERMUDAGRASS - SOLID SOD SEE SPECIFICATIONS ' 3" - 4" 'TEXAS BLEND' RIVER ROC - APPLY TO 4" DEPTH OVER COMPACTED SUBGRADE W/ GEO- TEXTILE WEED BARRIER AND PRE - EMERGENT HERBICIDE. FILL UNDER ADJACENT SHRUBS. i T ._. BARK MULCH TO 2" - 3" DEPTH IF SHRUB IS B &B, THEN REMOVE BURLAP & ROPE FROM TOP 1/3 OF ROOT BALL. BACKFILL MATERIAL: PLANTING MIX UNDISTURBED SUBSOIL SHRUB PLANTING DETAIL NEW SHRUBS 1/8. = V -0" NEW TREE 1- -� MIN. (2) 4' -0" STAKES ARBOR -TIE TREE GUYS ------ G� INSTALL IN UNDISTURBED SOIL OUTSIDE PLANT PIT FINISH GRADE 6" DEEP PLANT MIX RING @ BASE OF TREE - TOP WITH 4" MULCH _iillli „III �� pll �. ���lll; llll��lll BACKFILL W/ PLANT MIX ROUGHEN SIDES AND PER SPECIFICATIONS BOTTOM OF PLANT PIT 2X WIDTH OF ROOTBALL TREE PLANTING DETAIL NEW TREES 1/8” = V -0" FLOOD PLAIN -REF. CIVIL PLANS Scale: 1" = 100' -0" 0 50' 100' 200' H O R I Z O N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com I'l-4- W The user of this file agrees to assume all responsibilitq for anq rnodifications to or use of this drawing file that is inconsistent with the requirements of the pules and hegulat&5 of the Texas hoard of Architectural examiners, No person maq make any{ modifications to this electronic drawing file without the landscape Architect's express written permission. 18881 Von • 1 • •• • a . • 6"M WIM REVISIONS 1. City Comments 2. City Comments r• Drawn By: jv Checked By: jr 10/22/20 12/4/20 Sheet Title: OVERALL LANDSCAPE PLANTING PLAN Sheet Number: Lloo Issue Date: L L L LL �_ I -- L_ [_ _ L I_ L __ I- L L L L L___ L L L L L__ L___ [I: L_ L L L L L L L L L L__ I---- L L L L L__ I - - -- Lu -- L - - L- L L L L l L L___ L L L L L L L L-- L L L L L L L I__ L L L i L L L L L- L L L L • *%*a. VE ICULAR USE A TO BE L ___ L I____ _ - SC ENED VIA FENCE LLLL ILIL -RE . CIVIL PLANS - I-_ I I -- L L I . L L I ___ LLLLLLLL LL �. PM/ I ILiw L T� ALL LANDS TO BE \ '-PROPOSED __L__ L_ L_ PM IRRIGATION (TYP.) -� LL - -- `• ���\ \\ �` PARKING _ (____ L _. _ IRRIGATION PLANS \ \ L L L L L L L__ L. [ __ L___ I____ _ - -- I-- L-- - L L-- -__ L L L L L L L L L L L I __ I____ L_ L__ L__ L__ I__ L__ L \� �� \�\ T — 1/8" x 4" METAL EDGER - TYP. L L L L L L L L _ - - -- - -_ -- AS SHOWN @ PLANTER AREAS L -� __ __. L__ [__ L___ L __ L__. L__ L__ - - -- �I_ L L L L L L L L --i— LL L-- I__ L__ L___ L L L _ FLOODPLAIN -REF CIVIL PLANS - L L•L \ _ L__ I____ L_ �\ 2 T 10' WIDE UTILI ASEMENT (TYP.) -REF CIVIL PL �,L L -- - \ L L T — ________ HICULAR U AREA TO BE - _ - -- I-- L__ \ SCR NED VIA NCE \ L - REF. VIL PLAN I____ L LLLL •� L L L \_ LLL L 1.---- L L L L L L L L LL L I-__ L - L L L . L L L �\\ PROPOSED �LL� STORAGE _ -_ L L L BUILDING _,_ �_ I___`_I�__ � __ � � • L L PROPOSED i L L L L L_ L L L [ - - -- L L LL \ L [ ---- L L L [ ---- L L L [ ---- LLI LLI L [ ---- L L LL L- L -- - - - - -- _ ---------- L I- I- _. L__._ _ -. L__._ L ! •L L__._ _ -. l --d--- L S ( s\ L L LOL - L- L -- ---- - - - - -- L - - - - PM ----= - - -- - - - M PRO POS ED, L LL PARKING S _ L— — L_ I- I— L— L I M M M M M M M M M M M M M M M M M M � M M M M M cn 7 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W�� W W sS\\ UNDERGROUND UTILITIES S�S (TYP.) -REF GEN. NOTES SS STO RAG T BUILDING M M M M M M M M M M M M M —W W W W W W W W W W W IAI / / T �/ PROPOSED VEHICLE UNDE ROU TII / (TYP.) - EN. N TIES BOAT STORAGE / U) ■I I ■I ■I■ ITITITITITITI ■ITI ■ITI ■I ■I ■I ■ITI ■ITI ■ITITITITI ■ITI ■I ■I ■I ■I ■I TITITI ■ITITI ■I ■I ■ITI■ MATCHLINE - REF. SHEET L1.2 M M M M M W�—W W W W UNDERGROUND UTILITIES (TYP.) -REF GEN. NOTES \ L L L - L L L- - LL L L L L L 1i ! I LL L L PM L -L . L L L PROPOSED LLL- �- PARKING L_ L 1�_L TITITITI ■I ■I�I ■ITi■ ■ I on L LLwL L� H ❑ R I Z N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com i N� 375 �Qy OF IZ.q W The user of this file agrees to assume all responsibilitq for anq rnodifications to or use of this drawing file that is inconsistent with the requirements of the Pules and Pegulat&5 of the Texas hoard of Architectural examiners, No person maq make any{ modifications to this electronic drawing file without the landscape Architect's express written permission. • • Irvine, CA • REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 IN . r• • Drawn By: jv Checked By: jr PLANTING Sheet Number: L1.1 -- Issue Date: May 27, 2020 H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com X-04 I(Rko B 375 OF 1'1-4-W The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the Mules and Fequlat&5 of the Texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 200 Roy Richard Dr. Schertz, TX 78154 REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr PLANTING PL&U Sheet Number: Li.z Issue Date: May 27, 2020 f �J_ L. ___ L_ L I MATCHLINE REF. SHEET L1.1- Ll M M M M WM LLL Ll L-- 101L -A ---- -- I - - -- I LLL L LL I--- L L I- L L Lam_ L L L' ------------------------------- I_ I--- L LL L ILL Lpm L L I_ --I Ll I____ L. __. I-- L L_ ___. I___ L, L, I L I LLL Ll L-- L_ �__ [_ L L I LLL L --- LL L__ L__ - L I--- L L I I--- L L *6 FLOODPLAIN REF CIVIL PLANS 55' SS ALL LANDSC PE TO BE L WATERED V A AUTOMATI _QV L ILL IRRIGATIO (TYP.) -REF. Sy / W I- I IRRIGAT N PLANS r LL -1 L ____ L L I - - -- W L-9 L 'L I- -A L 11L I Qv W L L L L_ LUC �Q it_ I--- L I L I --A ---- I L I - - -- I - -_ LLLI UC V I *4_i L L L L L 25' WIDE TILITY EASEMENT L I L L L_ I L /8" x 4" METAL DGER - TYP. I---- (TYP.) -RE CIVIL PLAN L AS SHOWN PLANTER ARFfi L IPM L L I LL L Q&_ I -- - ---- QS L i I i L i L ALL LANDSC PE TO BE L WATERED V A AUTOMATI _QV L ILL IRRIGATIO (TYP.) -REF. Sy / W I- I IRRIGAT N PLANS r LL -1 L ____ L L I - - -- W L-9 L 'L I- -A L 11L I Qv W L L L L_ LUC �Q it_ I--- 0001, ■ 7 --------- — ----------------- UNDERGROUND UTILITI (TYP.) -REF GEN. NOTE 55, WMWI MA, AM 'WIDE UT1LITY EASE 1P.) -RE CIVIL KAE` Farm EXISTrG VEGETATION 1\� TOR MAIN 2 20 0 M _— )il\ i i I 1 11 • 1 511 IN! - ------------- . 000 N. 2033 2031 4b 6000 . 00000 2 E 0 10 - - ----- - - - - - - - N. Scale: 1 20'-0" Kx/MM/MMMMMF11111 0 10' 20' 40' H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com IRO 0 375 OF The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the 12UlC5 and Fequlat&5 of the texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 15# Irvine, CA 92612 PROJECT Lock Awa Storage Building ddition MMOM I REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr Sheet Title: ENALRGED LANDSCAPE PLANTING PLAN Sheet Number: 0 Issue Date: May 27, 2020 --A ---- I L I - - -- I - -_ LLLI UC V L__4 L-1,__ *4_i L L L I L I_ L L I L L L_ I L /8" x 4" METAL DGER - TYP. L_ L I L AS SHOWN PLANTER ARFfi L L L I ___ L_A ---- I L L_ L-- Q&_ I -- - ---- QS _LLLLL ILL L LILL LL_' _ L I - - -- I -__ L L. I ---- L L I --- L -A ---- L_ 7- 1-- - -LLLLLLLL L L L I I LLLLLLL. UNDERGROUND I ( G U ITIES N., NOTES ---- __ (TYP.) -REF - - - - -------------- - - — - -------- — -------- 0001, ■ 7 --------- — ----------------- UNDERGROUND UTILITI (TYP.) -REF GEN. NOTE 55, WMWI MA, AM 'WIDE UT1LITY EASE 1P.) -RE CIVIL KAE` Farm EXISTrG VEGETATION 1\� TOR MAIN 2 20 0 M _— )il\ i i I 1 11 • 1 511 IN! - ------------- . 000 N. 2033 2031 4b 6000 . 00000 2 E 0 10 - - ----- - - - - - - - N. Scale: 1 20'-0" Kx/MM/MMMMMF11111 0 10' 20' 40' H 0 R I Z 0 N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson(ghorizondesign-sa.com IRO 0 375 OF The user of this file agrees to assume all re5pon5bilitq for anq rnodificat&5 to or use of this drawing file that 15 inconsistent with the requirements of the 12UlC5 and Fequlat&5 of the texas hoard of Architectural examiners, No person rnaq make any{ modifications to this electronic drawing Re without the landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 15# Irvine, CA 92612 PROJECT Lock Awa Storage Building ddition MMOM I REVISIONS 1. City Comments 10/22/20 2. City Comments 12/4/20 Drawn By: jv Checked By: jr Sheet Title: ENALRGED LANDSCAPE PLANTING PLAN Sheet Number: 0 Issue Date: May 27, 2020 PART 1-GENERAL 11 Work Included A. Place and spread topsoil and planting mix. B. Install edging at planter areas. C. Excavate and prepare plant pits. D. Place plants in pits and baok5U with planting mix. E. Prune plants. F. Apply mulch to planter areas. G. Install solid sod, hydromu|oh.or seed mix. H. Guarantee plants. |. Inspect plants during the Guarantee Period. 1.2 Reference Standards A. Nomenclature and size. All plants must bu true to name and size in conformance with the following standards: B. American Joint Committee on Horticultural Nomenclature, 1942 ed. of Standardized Plant Names (Mount Pleasant Press, J. Horace McFarland Co.. Harrisburg PA) C. American Standard of Nursery Stock, 1973 ed. (American Association of Nurserymen, Inc., Washington DC) 1.3 Submittals A. Submit weed control program in accordance with Sec. O13U0 1. Indicate chemicals to be employed, manufacturers printed instructions as to dilution and application, solution strength, application method, rates, and frequency, and frequency of manual weeding. 2. Submit chemical manufacturer's written certificate that material proposed for use meets local, state, and federal regulations for the type of material proposed and that the material ia not toxic tu humans and animals if applied per the manufacturer's written instructions. B, Submit topsoil sample (min. 1-ga|. bag) in accordance with Sec. 01300 1. Indicate topsoil supplier source. 2. Provide laboratory test results indicating compliance m/topsoil composition requirements. C. Submit planting mix sample (min. 1-ga|. bag) in accordance with Sen. 01300 1. Indicate planting mix supplier source. 2. Provide laboratory test results indicating compliance w/ planting mix| composition requirements O. Submit bark mulch sample (min. 1-ga|. bog) in accordance with Sec. 01380 1. Indicate bark mulch supplier source. E. Submit decomposed granite sample (min.1-ge|.bag) in accordance with Sec. O130O 1. Indicate decomposed granite supplier source. F. Submit irrigation system product data in accordance with Sec. U13O0. 1. Provide manufacturers' cut sheets indicating compliance with all equipment specified in the Irrigation Plans 1.4 Product Delivery, Storage, and Handling D. Handle and store all materials in such a manner as to prevent damage. 1.5 Existing Conditions A. Prior to commencement of work, investigate the site, locate and identify all existing underground utilities that may conflict with the installation of the work described in the contract documents, and notify the Landscape Architect of the conflict and do not proceed with construction in the affected area without specific direction. B. Protect identified utilities from damage during installation. 1.6 Guarantee A. All plants will be guaranteed against defects, indudingdeodhanduneatiefooborygnowth.forapehodof 12 months following the date of Substantial Completion. |f replacement plants are installed, they will be guaranteed for an additional 12 months following their installation. 17 Responsibilities of Owner and Contractor A. The Contractor will provide monthly inspections nf the project during construction and the guarantee period and immediately provide to the Owner and the Landscape Architect a written report identifying any irregularities which affect the guarantee. B. The Contractor will monitor any construction, whether conducted by other trades or the Owner's employees, adjacent to new and existing plants. The Contractor will identify and document any damage to the plants and immediately notify the Landscape Architect of same. The Contractor will replace any damaged plants otno expense to the Owner. Any reimbursement from other trades or contractors shall bathe sole responsibility of the Contractor. C. The Contractor will remove and replace all dead plants. D. The Contractor will ensure all plants are installed in an upright position and to proper finish grade and will reset any plants not installed accordingly. E. The Contractor will have the sole responsibility for ensuring that all plants are maintained and watered adequately. 1.8 Final Inspection A. At the conclusion of the guarantee period, the Landscape Architect will inspect the planting ho assess the final acceptance of the installation. Only plants that are alive and healthy will beaccepted. The Contractor will replace any plants that are dead or, in the sole opinion of the Landscape Architect, in an unhealthy or unsightly condition or have lost their natural form due ho dead or removed branches. The Contractor will bear the cost of replacing any plants. 1.9 Quality Assurance A. Before entering into a contract with any subcontractor, the General Contractor will investigate the proposed subcontractor's reputation and ability to perform the work and determine whether the subcontractor i's stable, reputable, and skilled in this area of work. The General Contractor will require and review a minimum of the following submittals: 1. Experience. The subcontractor will be a single firm specializing in landscape installation with a minimum 5 years documented experience. Documentation will demonstrate a minimum 1O installations of equal or greater size. The subcontractor will furnish the name, address, and telephone number for both the General Contractor and Owner on these projects, as well as the contract price, the company name under which the work was performed, and completion date. 2. Personnel. The subcontractor will provide a list of the project manager and foreman proposed to complete the work, their years of experience in the industry, any formal training, and years of service with the current company. If a separate irrigation subcontractor is to be used, the same information will be provided. 3. Business Expertise. The subcontractor will submit a current audited financial statement, current insurance certificate, contact information for their insurance company, bonding capacity and bonding company, and contact information for their bonding company. B. Should the subcontractor selected by the General Contractor default nn the contnaot, fail to complete the work in conformance with the Contract Documents, or enter into bankruptcy, the Owner will pay the Landscape Architect aaan additional service for any additional work occasioned by the subcontractor's default 21 PWabeha|a A. Topsoil. Provided by the landscape subcontractor from local sources, sandy loam which is fertile, friable, surface soil. Topsoil will be free of rocks, stones, subsoil, building debris, weeds, grass, clay lumps and other materials which would be detrimental toturfgranogrowth. Topsoil composition will be not less than 796 nor more than 1296 clay and not more than 12Y6silt. B. Planting Mix. Plant mix composition will be 35% compost, 33Y& rod sand, 18% composted topsoil, and 1696 pine bark mulch. C. Commercial Fertilizer. Complete fertilizer of neutral character, with some elements derived from organic sources and containing available plant nutrients in the following percentages: 1. For trees and shrubs - Woodace Top Dress Special (20-4-11, 8 - 9 month formula) at a rate of 5 to 10 |ba. per 10OSF. 2. For lawns - Min. 1 lb. of actual nitrogen per 100 SF of lawn area, min. 4% phosphoric acid, and min. 296 potassium. Provide nitrogen in a form that will be available to turfgrass during the initial period of growth and in a minimum 5896 organic form. 2.2 Plant Materials A. The drawings contain a complete list of plant species, quantities, sizes, and other requirements. In the event that discrepancies occur between the quantities of plants indicated on the plant list and as indicated on the drawings, the plant quantities shown on the drawings will be given precedence. B. No substitutions of plants will be permitted without express prior written authorization by the Landscape Architect. C. All plants will comply with atoba and federal inspection and diseases infestation laws. D. All plants will be typical of their species or variety, with normal, well-developed branches and vigorous root systems. E. All plants will be healthy and vigorous, free from defects, disfiguration, knots, abrasions, sunscald, diseases, insect eggs or larvae, borers, and all other forms of diseases or infestations. F. All plants will bo nursery stock. Any plants gathered from native stands must bo kept under nursery conditions for a minimum of 1 full growing oeaeon, must be free from all foreign plants and weeds, and must meet all other requirements of the Contract Documents. G. Container-grown plants must exhibit development of fibrous roots and have a root mass that will retain its shape when removed from the container. Plants grown in smaller containers must have root growth sufficient ho reach the sides of the container. Root-bound container-grown plants will berejected. H. Container sizes of a large grade than listed in the American Standard for Nursery Stock (ASNS) shall be determined by the volume of the root ball specified in the ASNS for plants of the same size. |. All bare root plants must have a heavy, fibrous root system and dormant buds at the time of planting. J. All plants must have average height and spread proportions and branching habit in accordance with the appropriate sections of the ASNS. K. All plants which have girdled roots, stem, or major branch, have deformities of the stem or major branch, lack symmetrical growth habits, have dead or defoliated portions, or have any defect, injury, or conditions which in the sole opinion of the Landscape Architect renders them unsuitable, will be rejected. L Balled and burlapped plants must have a solid ball of earth of minimum specified size held securely in place by burlap and stout rope. Oversized or exceptionally heavy plants will be accepted provided the size of the root ball or spread of the roots ia increased proportionally. Root balls must be tight, unbroken, and free uf weed or foreign plant growth. Root balls shall have the following depth-to-d ia meter ratios: root ball diameters of less than 20" = minimum depth of 75% of the diameter; root ball diameters of 20" to 30" = minimum depth of 2/3 of the diameter; root ball diameters over 30" = minimum depth of 60% of the diameter. M. Plants delivered as a single unit of 25 or less of the same size, species, and variety must be clearly marked and tagged. Plants delivered in large quantities of more than 25 must be segregated as to variety, grade, and size, and 1 plant in each 25 plants, or fraction thereof, of each size, species, and variety, must be togged. N. Plants stored under temporary conditions will be the responsibility of the Contractor and must be protected at all times from extreme weather conditions by insulating the root balls with sawdust, noi|, mu|oh, or other approved measure. Plants stored on paved areas must be separated from the pavement with an insulating layer. O. Protecting stored plants from theft or vandalism will be the sole responsibility of the Contractor. Any stolen plants will be replaced at no cost tothe Owner. 2.3 Miscellaneous Materials A. Mulch. Shredded native mulch applied to a depth of 4" beneath all new trees and 4" beneath all shrubs. B. Stakes. Sound new hardwood, treated softwood, or redwood stakes, free of knot holes and other defects, or metal stakes. Provide wire ties and guys of 2-strand, twisted, pliable galvanized iron wire, minimum 12-gauge. with zinc-coated turnbuckles. Provide minimum %" diameter rubber or plastic hose, cut 0orequired lengths and of uniform color, material, and size, to protect tree trunks and branches from damage by wires. All new trees are to be staked. C. Anti-Deaaioont Emulsion type, film-forming agent designed to permit transpiration but retard excessive |000 of moisture from plants. Deliver in manufacturer's full identified containers and mix in accordance with manufacturer's instructions. D. Plastic trunk protectors: Provide ArborGard+. AG0-4+by Deep Root Partners, L.P. (or oqua|). (1-80U-458-7868)to protect new trees from damage by string trimmers and mowers. 31 Inspection A. Inspect existing site conditions and progress of other trades before commencing landscape installation B. Verify that construction has progressed to a point at which the landscape will not be adversely affected by subsequent construction and that existing conditions are acceptable for landscape installation. C. Report adverse conditions to the Landscape Architect and do not proceed with the work until adverse conditions have been rectified. D. Commencement of the landscape installation will constitute acceptance of the site conditions without 3.2 Preparation ofSubsoil A. Inspect subsoil for the presence of objectionable materials such as rocks (2" diameter and greater), concrete waste, building dobha, weoda, gnaaa, and other material that would be detrimental ho the growth of plants and turfgraoa. Protect existing underground improvements from damage. B. Cultivate the subsoil to a depth of 3" or, if the subsoil is compacted due to heavy equipment traffic or ahorage, cultivate to m depth of 6". 3.3 Spreading Topsoil A. See lawn installation for topsoil spreading procedures inturfqrannareas. B. Spread topsoil and planting mix to required finish grades. Fill turfgnaaa areas with topsoil hoominimum depth of4." C. Cultivate with a mechanical tiller to break up clods and cultivate by hand in inaccessible areas. Rake until the surface iasmooth. U. Remove from the site any foreign or objectionable material collected during cultivation. E. Grade to eliminate rough spots and low spots where ponding may occur, maintaining smooth and uniform grades that will encourage positive drainage. Continue to grade the topsoil until itia firm and settled with a smooth surface, watering, drying, and re-grading aonecessary. F. The landscape Contractor is solely responsible for ensuring positive drainage regardless of the condition of the eubgnado. If extreme pr objectionable conditions exist, notify the Landscape Architect before proceeding. G. Mix the specified soil amendments and fertilizers with topsoil at the specified rates. Do not mix fertilizers unless planting will follow the spreading of topsoil or planting mix within 48 hours. H. All planting areas must be prepared so that they remain free of debris and weeds until planting occurs. |. Weed control in the planting areas will consist of killing all weeds and maintaining a weed-free condition in accordance with the weed control program until completion cf the project. J. Protect adjacent plants from damage due to overspray of weed control chemicals. 3.4 Planting A. The Contractor will begin planting when other work divisions such as topsoil spreading have progressed sufficiently to permit planting. B. Planting will occur where it is shown on the Contract Documents unless obstruction overhead or underground are encountered or where changes in construction have been made. Prior to the excavation of shrub or tree pits, the Contractor will locate and identify all underground utility lines, electrical cables, irrigaUnn lines, and conduits. |f such obstructions are found, promptly notify the Landscape Architect and do not proceed without clear direction. C. No planting pits will be excavated until the proposed locations and plant sizes have been reviewed and approved by the Landscape Architect. Each plant will bo planted inan individual pit dug with straight vertical sides. All plants will be set such that their original soil level is equal to the ultimate finish grade. No filling will be done around the trunks and stems. All ropes, wires, staves, etu.. will be removed from the sides and top of the root ball and removed from the pit before filling. Burlap will be properly cut and removed from the sides of the root ball. When a depth is specified for the plant pit, it will be construed as the depth below adjacent finish grade. Excess excavation from plant pits shall be either used elsewhere or removed from the site entirely. D. The Landscape Architect will review and approve the location and orientation of all plants prior to excavation of their pits. All trees will be planted in pits a minimum 24" greater in diameter than the container size or spread of their roots. In the event that solid rock is encountered in the bottom of the pit, break up and loosen the sides and bottom of the pit ao that water will drain effectively. The pit will bea minimum ofQ" deeper than the depth of the root ball and will have a crown from the middle to the sides in order to direct drainage away from the root ball. Place planting mix in the bottom of the pit and tamp down bo prevent settling. Backfill the pits with planting mix in layers no greater than 9" and tamp down to avoid settling. Provide enough planting mix to bring to finish grade and form a saucer with a minimum 4" lip around the perimeter of the tree's root ball ao water will pond and soak into the root ball. E. Stake trees immediately after planting, then remove the stakes after one (1) year. F. If deciduous trees are planted in full-leaf, spray with anti-dessicant to provide an adequate film over the trunk. branches, stems, and foliage. G. Shrubs will be planted in pits minimum of12" greater in width than the diameter of the root ball or container. In the event that solid rock is encountered in the bottom of the pit, break up and loosen the sides and bottom of the pit ao that water will drain effectively. The depth of the pit will be sufficient hoaccommodate the root ball and to set the plant at finish grade. Backfill the pit with planting mix, tamp down and settle thoroughly, bring to finish grade, and form a slight saucer to hold additional water and soak the root ball. After planting has been mpprovod, apply bark mulch to a depth of 2" around all plants in the planting area.. N. All ground cover material will be planted aofollows: 1. One gallon material will be planted the same aa one gallon shrubs. 2. 4" pot material will be planted in pits the same size as or larger than the root system, then firmly tamped by hand and watered in using a fine spray. 3. Where settlement occurs, backfill with additional planting mix to cover exposed roots and to bring to finish grade. 4. After planting has been reviewed and approved, apply decomposed granite to a compacted depth of 2". 5. Thoroughly water each plant using a root stimulator solution (Green Light or equal) mixed according to the manufacturer's recommendations. 8. Neatly prune and/or clip each plant as necessary to preserve the natural character. Conduct all pruning with sharp, clean tools and clip bruised or broken branches with a clean cut. Paint pruning cuts 2"indiameter and larger with an approved tree wound paint. 7. Apply water as required to keep the mulch damp at all times during germination and initial growth period orao directed by the Landscape Architect. 3.5 Lawn Installation A. Do not commence lawn installation until after the irrigation system has been completely installed and is operational. B. Do not commence any lawn installation until the Landscape Architect has reviewed and approved all areas prepared for sodding. 3J6 Sodded Lawns A. Prior to spreading topsoil and in all areas to receive lawn, cultivate the subsoil to a minimum depth of 4". Cultivation may be conducted by disc, spring tooth harrow, rototiller, or similar mechanical means, and should be done ina direction perpendicular to the natural flow ofwater. B. After the topsoil has been spread, mechanically till the area toa depth of4". then roll rake and drag ho remove all large clods, rocks, debris, and litter over 1"indiameter. Dispose of clutter atan off-site location. C. Using a |ighhweight, water-filled noUer, roll the raked topsoil in two (2) opposite directions. D. Rake the rolled topsoil to a smooth, level surface, removing ridges and filling depressions. Remove all remaining rocks and debris over 1"indiameter. E. Hold the finish grade 1-1/2" below adjacent curbs, sidewalks, paving, and other hard surfaces. F. Apply the fertilizer ata rate of2 |bu. per 1000 SF. G. Rake the fertilizer into the surface soil ota depth of1/2''b>1^ H. Roll the fertilized topsoil in one (1) direction, water lightly of the surface soil is dry, then allow to dry. |. Lay the sod within 24 hours ofstripping. Working from plywood boards ho avoid disturbing the topsoil or sod, but the ends and sides of sod strips without overlapping, stagger strips to offset joints in adjacent courses, and tamp or roll lightly ho ensure good contact with the surface soil. Sift topsoil into minor cracks between sod pieces, then remove excess from the top. Do not lay dormant sod. J. On slopes in excess of2U%(51), anchor sod with wooden stakes. K. Water sod thoroughly with a fine spray immediately after application. L Erect a barrier of stakes and ropes around the perimeter of the sodded areas and post warning signs to deter foot traffic. M. Water as necessary to keep the sod damp at all times through germination and initial growth period. 37 Cultivation and Cleanup A. Upon completion of the planting, all excess material shall be removed and disposed of at a location off-site. Bring the finish grade in planter areas to a uniform grade, 1-1/2" below all adjacent paving or hard surfaces. Loosen the soil surrounding each individual plant toa distance of three (3) feet around each new tree and large shrub and 12" around each new small shrub and ground cover. 3.8 Maintenance and Restoration A. The Contractor will ensure adequate and proper care of all plants and work done on this project until final acceptance, but inno case less than 3U days following Substantial Completion. This will include keeping all plants in o healthy growing condition by watering, cultivating, pruning, and spraying, keeping the planting areas free from insect infestation, weeds and grass, litter, and debris, and retaining the finish grade in a neat and uniform manner. Plant crowns, runners, and branches will bo kept free of mulch ot all times. B. Protect all lawn areas from vehicle and pedestrian traffic. C. Repair all sod areas damaged by any cause prior to final acceptance. O. The lawn establishment period will begin immediately after the lawn planting area has been accepted by the Landscape Architect, will extend for m minimum of30 days or until the end of the contract, and will consist of caring for all lawn areas within the project limits ofwork. E. During the lawn establishment period, the Contractor will be responsible for ensuring healthy growth of theturfgraoo. This responsibility includes all labor and materials necessary keep the project in a presentable condition, including, but not limited to, litter removal, mowing, trimming, weed control, removal of grass clipping, edging, and any necessary re-sodding and repair. F� During the lawn establishment period the Contractor will as often as conditions dictate mow the turfgrass hoa cutting height of1-1/2" The turfgrass shall never exceed 3" in height and all clipping will be removed from the site. G. During the months of March through September, the Contractor will edge at least once every month or an directed by the Landscape Architect. H. During the months of March through September, the Contractor will apply water to sodded areas at an even rate of 1 " of water per week, although the Landscape Architect may change this rate as conditions warrant. |. Final acceptance of the lawn areas will be based on he presence of a uniform stand of grass at a uniform grade ai the time of final inspection. Areas 24" square and large that are bare, have a poor stand of grass, or have an finish grade that is not uniform will be at the Contractor's expense re-graded, re-sodded, and fertilized ao specified herein. J. Upon completion of the initial planting, the Landscape Architect will make an inspection of all plantings and notify the Contractor in writing of any replacements or corrective actions necessary to meet the provisions of the Contract Documents. The Contract will then replace all the rejected or missing plants and perform the specified corrective measures. K. All replacement plants will beof the same species, size, and quality. All rejected plants will bareplaced within 30 days ofnotification. 3.9 Acceptance A. Upon receipt ofo written request from the Contractor at least seven (7) prior, the Landscape Architect will inspect the planting and maintenance to determine its completion and the beginning of the guarantee period. All plants must be alive and healthy in order for the installation to be considered complete. Where inspected work does not comply with the requirements of the Contract Documents, replace rejected work and continue to perform the specified maintenance until the Landscape Architect re-inspects the work and finds it acceptable. Remove rejected plants and materials from the site. END OF SECTION pu*Nm|wo LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING /4ao7 San Pedro Ave. Suite 2oo San Antonio, Texas 78232 u/o.oa/.asa* jvob/nmn«ghorizonam/on-,a.com The u5cru[thi5 file nqrce5 to ase mrall rc5pun5bht� for an rnoJ|ficat&5 to oru5eo[th|s draw|mq filetha­L |5 |ncon5|5i�� with the re4V|remcnt5ufthe rulesanj Pequlot|onsnfthe TeKa5�m3rJo[Archi-L-ctural Fxam|nar5 @uperscmm3q moku mnq mod|ficat|unstn{h|s electronic Jraw|nq file witlhout the [anJscape Archii�ect s eKpre55 written punn|ss|on 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT -ockAwa Storage wuilding Addition 200 Roy Richard - Dr. Schertz, TX 78154 REVISIONS PROJECT NUMBER 2019--212 Drawn By: j Checked By: 'r Sheet Title: Sheet Number: Issue Date: LmyA9019M EXISTING PROTECTED TREE INVENTORY May 27, 2020 PRESERVED PROTECTED PROTECTED HERITAGE HERITAGE TAG# SPECIES SIZE REMOVED PRESERVED REMOVED EXEMPT • TOTAL CAL. INCHES ON -SITE: 157 TOTAL EXEMPT CAL. INCHES ON -SITE: 0 PROTECTED CAL. INCHES ON -SITE: 157 Protected Cal. Inches Preserved: 157 Protected Cal. Inches Removed: 0 Protected Class Mitigation Due (1:1): 0.0 HERITAGE CAL. INCHES ON -SITE: 0 Heritage Cal. Inches Preserved 0 Heritage Cal. Inches Removed 0 Heritage Class Mitigation Due (3:1): 0.0 Overall Preservation Ratio: 100.00% Required Overall Preservation Ratio: 25% TOTAL MITIGATION DUE: 0 ®Ifw'ti�iiillllllllll�� �'iiPii- i�ii����� ©t 111,_111, I■I�I■I■■ ® � ' 1�1�1 ��+� ■ I' I' I'I'I'I'I'I'I'I'II''II''IIII„11,_111, X11111111111 TREE PRESERVATION SUMMARY TOTAL CAL. INCHES ON -SITE: 157 TOTAL EXEMPT CAL. INCHES ON -SITE: 0 PROTECTED CAL. INCHES ON -SITE: 157 Protected Cal. Inches Preserved: 157 Protected Cal. Inches Removed: 0 Protected Class Mitigation Due (1:1): 0.0 HERITAGE CAL. INCHES ON -SITE: 0 Heritage Cal. Inches Preserved 0 Heritage Cal. Inches Removed 0 Heritage Class Mitigation Due (3:1): 0.0 Overall Preservation Ratio: 100.00% Required Overall Preservation Ratio: 25% TOTAL MITIGATION DUE: 0 EXISTING TREE PRESERVATION AND REMOVAL NOTES: 1. UNLESS OTHERWISE SPECIFICALLY INDICATED, THIS DOCUMENT SHOWS ONLY EXISTING PROTECTED -SIZE TREES AS DEFINED BY THE CITY OF SAN ANTONIO UNIFIED DEVELOPMENT CODE (THE "UDC ") IN EFFECT ON THE DATE HEREOF. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSPECTING THE PROJECT SITE AND DETERMINING FOR HIMSELF IF OTHER EXISTING TREES, SHRUBS, OR VEGETATION ARE PRESENT WHICH MUST BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY. 3. BY ACT OF SUBMITTING A BID TO REMOVE THE EXISTING TREES SHOWN ON THIS PLAN, CONTRACTOR WARRANTS THAT HE (A) HAS PERSONALLY VISITED THE PROJECT SITE, (B) HAS INVESTIGATED THE EXISTING CONDITIONS SUFFICIENTLY TO DETERMINE WHAT, IF ANY, ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION MUST BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY, AND (C) HAS A CLEAR UNDERSTANDING OF THE TERMS "PROTECTED TREE, SIGNIFICANT TREE, HERITAGE TREE, AND FLOOD PLAIN, AND OF ANY OTHER CITY GUIDELINES, STANDARDS, AND REQUIREMENTS WHICH MAY IMPACT REMOVAL OF THE EXISTING TREES DEPICTED ON THIS PLAN. 4. IN THE EVENT CONTRACTOR ENCOUNTERS ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION NOT SHOWN ON THIS PLAN, BUT WHICH MUST REASONABLY BE REMOVED IN ORDER TO CONSTRUCT THE IMPROVEMENTS PROPOSED HEREBY, CONTRACTOR SHALL REMOVE THE ADDITIONAL EXISTING TREES, SHRUBS, AND VEGETATION AT NO ADDITIONAL COST TO THE OWNER, SUBJECT TO ANY APPLICABLE REQUIREMENTS, GUIDELINES, STIPULATIONS, OR APPROVALS ENFORCED BY THE CITY OF SAN ANTONIO. METAL POST W/ PROTECTIVE FENCING 1 5' -0" MIN. DISTANCE I V -0" PER CAL. OF TREE NOTES: 1. LANDSCAPE SUBCONTRACTOR TO PROVIDE PRUNING AND FERTILIZATION FOR ALL EXISTING TREES TO BE PRESERVED BY A CITY OF SAN ANTONIO TREE MAINTENANCE LICENSED AND I.S.A CERTIFIED ARBORIST. 2. APPLY APPROVED SLOW - RELEASE FERTILIZER INJECTED INTO SOIL BEFORE CONSTRUCTION COMMENCES AND AGAIN AFTER CONSTRUCTION IS COMPLETE. 3. ALL PRUNING OF EXISTING TREES MUST COMPLY WITH THE CITY OF SAN ANTONIO'S APPROVED PRUNING DETAIL AND IS TO BE DONE UNDER THE FIELD DIRECTION OF THE OWNER AND /OR LANDSCAPE ARCHITECT. 4. PROTECTIVE FENCING MUST BE IN PLACE BEFORE ANY CONSTRUCTION ACTIVITIES MAY COMMENCE. 5. PROTECTIVE FENCING TO BE A MIN. 4' -0" HT. EXTENDING FROM TRUNK 12" PER CALIPER INCH OF TREE (MINIMUM 5'4" ON ONE SIDE ONLY). THE OPTIMUM DISTANCE IS TO INSTALL FENCE DIRECTLY BENEATH DRIPLINE OF TREE AS SHOWN. 6. PROTECTIVE FENCING TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY OWNER AND /OR LANDSCAPE ARCHITECT. 7. DURING CONSTRUCTION, NO EXCESS SOIL, FILL MATERIAL, EQUIPMENT, LIQUIDS, OR CONSTRUCTION DEBRIS SHALL BE PLACED WITHIN THE PROTECTIVE FENCING, NOR SHALL ANY SOIL BE REMOVED FROM WITHIN THE FENCING. 8. APPLY COARSE GROUND OR SHREDDED ORGANIC BARK MULCH TO 6" DEPTH @ ALL EXISTING TREES TO BE PRESERVED. 9. THE PROPOSED FINISH GRADE WITHIN THE ROOT PROTECTION ZONE ( "RPZ ") OF ANY TREE TO BE PRESERVED SHALL NOT BE RAISED OR LOWERED MORE THEN THREE (3) INCHES. TREE PROTECTION DETAIL NOT TO SCALE PRUNING NOTES: 1. ALL PRUNING IS TO BE DONE BY A LICENSED ARBORIST UNDER THE FIELD DIRECTION OF THE OWNER AND /OR LANDSCAPE ARCHITECT. 2. WHERE FEASIBLE, PRUNE TREES BEFORE COMMENCEMENT OF CONSTRUCTION. 3. PAINT ALL WOUNDS ON OAK TREES WITHIN 30 MINUTES OF PRUNING. B A C� \ BRANCH COLLAR MAIN STEM A= E � A B c BRANCH COLLAR FIRST CUT. TO PREVENT BARK FROM PEELING WHEN THE BRANCH FALLS. SECOND CUT. TO REDUCE THE WEIGHT OF THE BRANCH. FINAL CUT. ALLOW FOR A HEALING COLLAR BUT DO NOT LEAVE A STUB. TREE PRUNING DETAIL NOT TO SCALE )' ■ R I Z ■ ■ ■ u E L PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com 5.29.20 The user of this file agrees to assurne all re5por5 bht� for anq modifications to or use of this drawing file that is inconsistent with the requirements of the Mules and Pequlat&5 of the Texas �oarJ of Architectural Examiners, No person maU make anu modifications to this electronic Jrawinq file without the Landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT • • a • • Zuilding ddition ►•• M• 1.1 IN REVISIONS PROJECT NUMBER 2019 -212 Drawn By: jv Checked By: jr Sheet Title: 1 Sheet Number: Issue Date: H R R 1 Z O N DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson @horizondesign- sa.com fDSCgpF Q '99 Nj. 375 �co OF 5.29.20 The user of this file agrees to assurne all resporsibilit� for anq rnoclifications to or use of this drawing file that is inconsistent with the recuiremerrt5 of the Mules and I'eoulations of the Texas hoard of Architectural kxamirers, No person maU make anu modifications to this electronic drawing file without the Landscape Architect's express written permission. 18881 Von Karmen Ave., Suite 150 Irvine, CA 92612 PROJECT -ockAwa Storage Ill Zuilding ddition 200 Roy Richard Dr. Schertz, TX 78154 REVISIONS PROJECT NUMBER 2019 -212 Drawn By: jv Checked By: jr Sheet Title: RNALRGRD TREE PRESERVATION PLAN Sheet Number: TP14ol Issue Date: May 29, 2020 Z a Q I a 0 U w v ..o 1 i a „ M o m� °T N Q of M U ni NOTES L THE SUBJECT PROPERTY IS CURRENTLY ZONED GB AND IS 36.29 ACRES. 2. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 240_& 220 , DATED N.T.S. November 2, 2007, IS LOCATED IN ZONE(S) AE & X AND IS WITHIN THE 100 -YEAR CITY HALL ` FLOODPLAIN. OP ����'����� SITE 3, EXISTING MANHOLE INVERT ELEVATIONS MUST BE FIELD VERIFIED BEFORE 1b .„ a / I CONS`T'RUCTION. 4, FIRE MAIN EXTENSION MUST MEET CITY OF SCHERTZ REQUIREMENTS FOR MATERIALS AND SPECIFICATIONS. LOCATION MAP N.T.S. Curve Table Curve # Length Radius Delta Tangent Chord Chord Bearing C1 101.32' 129.00' 45'00'00" 53.43' 98.73' N8433'1 8"E C2 83.15' 180.00' 26'28'06" 42.33' 82.42' S86'11 0'45"E C3 370,45' 3816.77' 5'33'40" 185.37' 370.30' S80'58'50 "W Line Table Line # Length Direction L1 41.48' N62.03' 18 "E L2 13,99' S72'56'42 "E L3 131.91' S86.29'21 "E L4 38.49' S7'51'26 "W L5 22147' S86 "56'45 "E L6 172.06' S5'46'43 "E L7 273.94' N84'1,3'1 7"E L8 139.31' S5'46'43 "E L9 306.33' N82'30'11 "E L10 97.77' S47'57'28 "E L11 41.96' S5'46'43 "E LEGEND PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY — EXISTING BUILDING w EXISTING WATER LINE ss EXISTING SANITARY SEWER LINE EXISTING PARKING STRIPE EXISTING RAILROAD TRACKS -- — — — EXISTING EASEMENT O FOUND 1/2" IRON ROD 0 SET IRON ROD WITH YELLOW CAP ss BUILDING WATER LINE SANITARY SEWER LINE – — — — — — — — — — – GVEC ELECTRIC EASEMENT PARKING STRIPE EDGE OF CONCRETE LANDSCAPE AREA 100 0 100 200 Scale: V= 100'(22 x 34) 1" = 200'(11 x 17) � � �— - Yom_ ^ ti 1 — �• r^ rT f l v.-^ f �.- -. - -1_' _ 1- 1 \1 ...-,- —`. -- -"-^- � � � ............._ .-..._. ...___._. . - -___ _. —.. . ---' -- -" - -- • ~- .-- �--� /v — — — � � i573NG 1 W l'F[ #iF7GDP4/UN 20' UTLLITY EASEMENT 1 \ � �"`~ "•may. -•- - " � \ - ..�_ f ';7 - ` \ i.` 1_ "� -_` � �`t �� ( l\ VOL 7. PG. 166 �� 1•` 1 25' INGRESS /EGRESS EASEMENT � VOL 7, PC. 166 25' INGRESS /EGRESS EASEMENT �. - 'qi• _. `` ` , ��� ~ \` \~ \ \ VOL J, PG. 166 \ NO FLOOI .` 20' scFNlc AND L1RIm EASEMENT VOL 7. PG. 166 10' GVEC ELECTRIC EASEMENT ` �- -�� ` 1 1 , 65 LF. - 8: C900 PVC WATER MAIN (PRLYATE) 11 15. INGRESS /EGRESS EASEMENT Z y 70 LF. - 2 DOMESTIC WATER VOL 653, PG. 801 75 LF. �- 2- V) DOMESM WATER ` t r SINGLE STORY 72 LF. - 8' C900 PVC WATER MAIN (PRIVATE) 1 1 1 67 LF - 2' DOMESTIC WATER 30' WATER LINE EASEMENT B 1 8 BEND MI) CLIMATE CONTROLLED \ ��{�` �� \ \ \ VX \ \ FlRE LINE EXTENSION (PRIVATE) 61 LF. n 2" DOMESTIC WATER VOL 1618, PG- 346 t \ 1 1 6'x6' TEE. M.J. STORAGE BUILDING \ 8* C cur IN , MJ,R TEE ` !C ` 1 1 —� 1 H 6' cATE VALVE, a. Sf�1fGL STORY •V B' GATE VALVE, M.J. 20' UTILITY EASEMENT •�% \ i VOL 7, PG. 166 L1 �� 70 LF. 2' OOMESRC WATER 1 2 ' WATER LINE EASEMENT 1 •� VALVE EipX 14 LF •- 6' G900 PVC STORAGE BUILDING 1 B x6 TEE. M.J. CLIMATE C�ITROLLED 6'' 17 Lf � e- GsoG PVC DOMESTIC WATER LOOP �-�. 70 LF• r e" C9D0 PVC WATER MAIN ( PRNATE) VOL 8, PG. 205 1 •- FIRE HYDRANT. COMPLETE I •� B x6 TEE. M.J. U \ 1 � VALVE E V 1 � 6" GATE VALVE. M.J. 1 �y"`� 1 5 1 3 6• GATE YALYE. M.J. 1 H FIRE NYDRA.NT. COMPLEEE • 2' SERVICE WITH CORP ST0 � G - f _ C C 715 LF s' 0900 LwMrsTER do iI I E HYDRANT, COMPLETE (PER COS DETAILS) ,� � 3 N80'35 1 2'� 5`75•�V —j-:L- yPVC WATER MAIN (PRNA DUMPSrER ENCLOSURE .f 272 LF. - 2' flgA�IESTIG WATER • METER TO BE LOCATED IN, 1 \� `. 2" DOM c WA -�'� ' -- ~__ n I g a " -� ^� -�►`i '� -�. r- _ -" - - -� I V V 4� 1 271 LF. - 2" DOMESTIC WATER \ \ \ \ — — \ \� \1 3 1 7 709, — EXISTING 1G' GVEC ELECTRIC EASEMENT a - ��� J \ 1 \ 7�5 LF. 2' ETOM __ 11 1 1 M.. \ E ! ESTIC WA 1'i I 2 2" 1 4 BEND, M.J. 1• \ \ 10' GVEC ELECTRIC 1 N EIGSONG 6' W.L \ \ l \ W -_.. } 1 2" 1 i6 8EN M.J. � � 1 � � \\ r\ \ \i r `\ \ \\ _ j� T }' f 3 LF � 2° IK7MESTIC WATER 1� �J �. - ..__. 2 - a' 1 16 BET<D_M.J,- I , \ \� \. \ \ ! \ \ \ 1 \ii\ \ ; �\ T99 LF.�_•W �� ' I f I I( RNA LF. 6 1 ISTIFLOW VALVE E -- '- -� \ -- -- -- -- -- - - - _.._ .__. - -._ ..-.. -_ 1 \�. \ \ \ � ATER taAIN P 29w LF. g• Mu PVC WATER jj w F 20' WATER LINE EASEMENT r 49T LF, h s" � (PR L _ _- _._ - - - -- - - -- - -- -- - -- -- -, / / �, \ O WATER (PRNAIE) FW NAPE) j 1 \ W5TING.! ,f"AY APRON V `f r i EXISTING 10' GVEC ELECTRIC EASEMENT _ VOL 8, G. 205. � � I - - - -..- _.I� \:•.! ; / ! � / � r0 i 8 BENU. M.J. F 1...., _.._. _.__ - -_ - - J ` -( ' ' /f 71 1/ ! , / // // 1 8" 1/B BENU. M.J. ' 2 _ 7_L/ 2" DOMESTIC C"��- �.�--- t� -.-. 1� 1 ,.. 7 LF. 8- C900MPVC WATER MAIN � \\ \ ` 1 , 4 \ L I A r -�(- T- 3= p W 1 1 \ \ M.J. 2• DOMESTIC WATER _� LF. 8" C900 PVC f N -• 1 -- - --- - - -_ - - .-.... �. _ -� -. , \ \ \ \ LF. •,• 2. DOMESTIC WATER �- �. 3r/4 BENn,.M.J. J \\ / 1 L.F. 8' 0900 PVC / z" 1/8 BEND, M.J. 1! / , J EXISTING 10' GVEC ELECTRIC FAIfNC " 8" 8 BEND � /l EXISTING 10' GVEC ELECTRIC EASEMENT 711 _ __ — — _ _ _ _ _ n_ __. - -�—f j- 1 1 T1 w EXISTING 373 LF. B" C9o0 Pvc wA ,/ i� I / �"- :/ _..._ _._- _.._ _.._. - ...._ - - ._._ __ - .-. __.S 1 T.-. .-. -..f ...- _ -- - - -. - -. _- - '-- -- - -I ` 1 WATER lIN F{,l TER MAIN ( PRNATE) m \` \\ \ '� / 25�SEWEE kASFM T r t 1, ` 53 LF. ry s' c9GU we FW FW Vp h97 PG. /64 / j WATER MAIN PRNATE). , - i \\ \� a / / \\ \ .� / ,-� 1 ^'�?/8 BENn. M. i 1 \ ` \ •� Ex151'INC 10' G4/E.ELECTRIC EASEMENT Q- -' _ - - - % /-y -- /=I' -' r — \ '\ i, \ \1'� a' i /a`BEafD. M.a. � XISTING DRIVEWAY, RON } I / � EXESTING 10' GVEC ELECfRIC�EASEMfMM' _XI5TING 100 -YR Fl. PLWN \ / EXISTING 14' GVEC ELECTRIC EASEMENT / �� - -� 5 CA 1 1 1 C3 , W` —! _-_ _° ��\ r/ SE�NS�LINE'E7�SEMENT ASE11 €NT S84'1 W �— --- . 4978, PG. 642 �� -� `---- 20' r� W1 7,166 3 17 W 385.00' 30' WATER LJNr-D� DEMENT W �_.._ VOL 1618. PG. 346 -�- W ' \\\VOL �I� �� -- / — - — — — -- ---- — — — �-` �S841 3' 17 'W T 199.62' W f W�� _ -� - ^ -� 30' WATER LINE EASEMENT ' --- .�� EXISTING RAILROAD TRACKS �...- �� VOL--U18-R9-.34G 346 �- �, 1 584 13 17"W 401.85' -� L / - -- RECORD - OWNERS,/DEVPLOPERS: 3621 WHITESTONE BLVD, LLC LOCK AWAY 200 ROY RICHARD DRIVE, LLC A TEXAS LIMITED LIABILITY COMPANY A TEXAS LIMITED LIABILITY COMPANY 2055 3rd AVENUE SUITE 200 2055 3rd AVENUE SUITE 200 SAN DIEGO, CA 92101 SAN DIEGO, CA 92101 949- 275 -1955 949-- 275 --1955 r BEING 13.74 ACRES OF LAND, MORE OR LESS, OUT OF THE G. MALPAZ SURVEY NO. 67, ABSTRACT 221, CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS BEING 6.78 ACRES OUT OF LOT 2R, BLOCK 1, OF THE SANDERS SUBDIVISION AS RECORDED IN VOLUME 7, PAGE 166 OF THE PLAT RECORDS OF GUADALUPE COUNTY, TEXAS AND 13.74 ACRES OUT OF A 32.881 ACRE TRACT DESCRIBED IN VOLUME 876 PAGE 437 OF THE OFFICIAL RECORDS OF GUADALUPE COUNTY, TEXAS. V cV H d Q 15 ROBERT DON McCRARY • 34539 •• � ��G1sTEg /'ylttI hww- PrA U) LLI Q O <> C/) U U 0 co > W r 7 u? LLj C7 p `O U m %) c� w I-- -4 z z 1]f] Q ©Z 04 '1 ® LU F-) U) v SHEET C3.00 w DRAWN BY: { CHECKED BY: J. MGNEW I E1M DATE PROD. NO. December 2020 19026 NOTES: PVC PIPES AND FITTINGS SIX INCHES (6 ") TO FIFTEEN INCHES (15 ") IN DIAMETER SHALL CONFORM TO ASTM D -3034. PVC PIPES AND FITTINGS EIGHTEEN INCHES (18 ") TO TWENTY -SEVEN INCHES (27 ") IN DIAMETER SHALL CONFORM TO ASTM, F -679. THIS INFORMATION IS PROVIDED AS A REFERENCE_ ALL DEFLECTION TESTING SHALL BE DONE IN ACCORDANCE WITH MINIMUM LENGTH TCEQ RULES AND REGULATIONS, TAC CHART TITLE 30 PART I CHAPTER 217.57. 1/2" ANGLE IRON (9 REQ'D) 114" DI mill4u IYImur- I-f 112" STEEL PL, TRIM ENDS OF ANGLES TO FIT WELD TOGETHEI, SIDE OR TOP VIEW END VIEW DIA ,ID OFF CORNERS MARK O.D, NOTE: ALL MANDRELS MUST BE APPROVED BY CONSTRUCTION INSPECTIONS AND STAMPED BEFORE USE. DEFLECTION TESTING MANDREL x Ti kJ_y(C1H[1E1RZ F7Z [. . COMMUNITY* SERVICE * OPPORTUNITY ENGINEERING AND PUBLIC WORKS DAIS: 511011 USG \. 33Y: ENG. DIl1NNtlY: IlC1' SBGI:T,\V: 3 €65 BARS LOCATED MID DEPTH FINISHED GRADE C . COVER TO BE LABELED "WATER" (NON- STREET 6" CONCRETE COLLAR APPLICATION) AROUND VALVE BOX 6" j MIN. 4° MIN. 6" DI PIPE (IN ONE PIECE) M 2" SCL OP NUT SECTION B -B (NOT TO SCALE) ASPHALT OR CONCRETE SURFACE 3000 PSI CONC. TYPE "A" VALVE BOX ASSEMBLY GATE VALVE WATER MAIN CONCRETE BLOCKING. DO NOT BLOCK DRAIN HOLES. MANDREL O.D. RING O.D. SIZE A u 0 A (SDR 26) (SDRS 26) 6" 4.0" 4.5" 5.50 4.79 8" 5.5 6.0" 7.37 6.66 10" 7.0" 7.5" 9.21 8.50 12 8.0 9.0 10.96 10.25 15" 10.0" 11.0" 13.42 12.71 18" 12.0" 13.5 - - z1" 14.0" 16.0" - - 24 16.0' 18.0 - - 27 18.0" 20.0' - - NOTES: PVC PIPES AND FITTINGS SIX INCHES (6 ") TO FIFTEEN INCHES (15 ") IN DIAMETER SHALL CONFORM TO ASTM D -3034. PVC PIPES AND FITTINGS EIGHTEEN INCHES (18 ") TO TWENTY -SEVEN INCHES (27 ") IN DIAMETER SHALL CONFORM TO ASTM, F -679. THIS INFORMATION IS PROVIDED AS A REFERENCE_ ALL DEFLECTION TESTING SHALL BE DONE IN ACCORDANCE WITH MINIMUM LENGTH TCEQ RULES AND REGULATIONS, TAC CHART TITLE 30 PART I CHAPTER 217.57. 1/2" ANGLE IRON (9 REQ'D) 114" DI mill4u IYImur- I-f 112" STEEL PL, TRIM ENDS OF ANGLES TO FIT WELD TOGETHEI, SIDE OR TOP VIEW END VIEW DIA ,ID OFF CORNERS MARK O.D, NOTE: ALL MANDRELS MUST BE APPROVED BY CONSTRUCTION INSPECTIONS AND STAMPED BEFORE USE. DEFLECTION TESTING MANDREL x Ti kJ_y(C1H[1E1RZ F7Z [. . COMMUNITY* SERVICE * OPPORTUNITY ENGINEERING AND PUBLIC WORKS DAIS: 511011 USG \. 33Y: ENG. DIl1NNtlY: IlC1' SBGI:T,\V: 3 €65 BARS LOCATED MID DEPTH FINISHED GRADE C . COVER TO BE LABELED "WATER" (NON- STREET 6" CONCRETE COLLAR APPLICATION) AROUND VALVE BOX 6" j MIN. 4° MIN. 6" DI PIPE (IN ONE PIECE) M 2" SCL OP NUT SECTION B -B (NOT TO SCALE) ASPHALT OR CONCRETE SURFACE 3000 PSI CONC. TYPE "A" VALVE BOX ASSEMBLY GATE VALVE WATER MAIN CONCRETE BLOCKING. DO NOT BLOCK DRAIN HOLES. �o o� Li � Q ELEVATION USING NEW PIPE AND A 90, BENDS COLLAR CASTING. U u 0 A � 5. REINFORCING STEEL SHALL MEET SPECIFICATIONS. w v 6• VALVES WILL BE ACCOMPANIED BY A "V" ETCHED INTO CURB I FACE PAINTED BLUE SAS kPUR,1T6V Q" � 3 U 1 4 a�a4 6 3" CLEAR O 2 o ti 0 15 TYP• 4 18" 1 14 FL LL 1 10 6" TYP. PLAN SELECT MATERIAL INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% F- gUICK CONNECT In FIRE HYDRANT INSTALLATION IL O ELEVATION CONCRETE 2112 "HOSE CONNECTION _ o ` ' op °4aa x oho a PATCH Q NOTES: F- 0 °o - GRADE m_ 1. SUBGRADE SHALL BE COMPACTED AS 00 v' CONCRETE COLLAR PER SPECIFICATIONS. 0 45° �/ j\ 6'` a 2. VALVE CASTINGS SHALL BE ADJUSTED G BLOCI4 FIRE FT. MIN.) 1. APPOVED MANUFACTURERS: MUELLER, KENNEDY, CLOW LINE Q TO GRADE AFTER FINAL LIFT OR FINAL ,. _ .:. • & HYDRANT WITH 2 EAST JORDAN- CU- FT, OF CONC-2 ALL FIRE HYDRANTS ARE TO BE EQUIPPED WITH AN INITIAL BACKFILL GRADE IS IN PLACE. VALVE BOX (PLASTIC BETWEEN INTEGRAL STORZ HYDRANT QUICK CONNECT ON THE 3. CLEAN VALVE BOX OF ALL DEBRIS DOWN Ia1fUN & NIPPLE 3- A BLUE TYPE II REFLECTOR PAVEMENT MARKER SHALL BE ANCHOR TEE PLACED 2 TO 3 FEET (0.6 to 0.9 meters) OFFSET FROM THE TO THE BASE OF THE VALVE. 15M ( #5) BARS @a MID -DEPTH RESILIENT WEDGE 0 4. EXISTING RISER PIPE SHALL BE REPLACED OF CONCRETE -4 SIDES (TYP.) M WITH DUCTILE IRON FIRE HYDRANT CAPS SAME AS BONNET COLOR �o o� Li � Q ELEVATION USING NEW PIPE AND A 90, BENDS COLLAR CASTING. U u 0 A � 5. REINFORCING STEEL SHALL MEET SPECIFICATIONS. w v 6• VALVES WILL BE ACCOMPANIED BY A "V" ETCHED INTO CURB I FACE PAINTED BLUE �o o� Li � Q TEES & DEAD ENDS 90, BENDS E s u 0 A C m v 2 �\ dA Q grG C1 (V Q SAS kPUR,1T6V Q" � 3 U 1 4 a�a4 6 9 O 2 o ti / CITY OF SCHERTZ TEXAS ENGINEERING AND PUBLIC WORKS STANDARD DETAIL VALVE BOX SBLL'iNEMBEx 1 PRUIC-CT \U.: UiL11 J. BY: BCP OSGV -BY: BL'P -" [:11K1). F11': KlR' j,I I a - "k 11'.r--' r F�l i SIDES OF TRENCH RESTRAINED LENGTH TO BE DETERMINED BY ENGINEER AND SHOWN ON PLANS I;.11 1 fix RESTRAINTS FOR FITTINGS �)(CIHIIE]Rt F7Z COMMUNITY* SERVICE* OPPORTUNITY ENGINEERING IzING AND Waal Ic WORKS 1,1C 117E- D US(:N.IIY': LNG, ORAll'N BY BL:P S SIDES OF TRENCH 1.aflee` ANCHOR F7 z v \ n / POUR BASE AFTER HYDRANT HAS BEEN PLACED ELEVATION SQUARE FEET OF BLOCKING REQUIRED FOR ROCK FXf AVATI ()N ilnfltl nsi mi-Irrete) SIZE PIPE TEES & DEAD ENDS 90, BENDS 45° BENDS 22 1/2° BENDS 4.4.A 2 2 �\ dA CONCRETE BLOCKING REU D FOR 12" & LARGER VALVES 8" 3 i 2 1 4 a�a4 6 9 5 2 SELECT MATERIAL / 15 e 4 18" 1 14 20 1 10 5 PLAN SELECT MATERIAL INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% gUICK CONNECT In FIRE HYDRANT INSTALLATION 0� ELEVATION z SQUARE FEET OF BLOCKING REQUIRED FOR ROCK FXf AVATI ()N ilnfltl nsi mi-Irrete) SIZE PIPE TEES & DEAD ENDS 90, BENDS 45° BENDS 22 1/2° BENDS 6" 2 2 1 1 8" 3 4 2 1 12" 6 9 5 2 16" 1 11 15 8 4 18" 1 14 20 1 10 5 CITY x . 2f26i18 �RPOAATr.V � SQUARE FEET OF BLOCKING REQUIRED FOR OTHER THAN ROCK EXCAVATION (3000 DSi concrete) SIZE PIPE TEES & DEAD ENDS 90° ENDS 450 BENDS 22 1/2° BENDS 6" 3 4 2 1 8" 4 6 4 2 12" 10 14 8 4 16" 18 25 14 7 1811 21 31 17 10 THRUST BLOCKING FOR FITTINGS (NOT TO SCALE) CITY OF SCHERTZ TEXAS THRUST BLOCKING FOR FITTINGS ENG€NEERING AND PUBLIC WORKS STANDARD DETAIL ' SHLLINUMITR I PILUIr-[T NO: limm 1718118 •'PUBLIC FIRE HYDRANTS- -PRIVATE FIRE HYDRANTS"" BONNET ANUCAPS TO BE FACTORY PAINTED RED FROM THE FACTORY PAINTED WHITE (NOON -SITE PANTING) {NOON -SITE PAiNiiNG} NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA y y ` 3. DO NOT CUT TRACER WIRE IN VALVE BOX. • `!' - 6" GATE VALVE & BOX, MA.,� MlN. SPEC 02320 - UTILITY BACKFILL MATERIALS 6'01 NIPPLE w 24" HORIZONTAL FIRE 4'MAX 6. CLEARANCE u FT- IN ALL DIRECTIONS OF FIRE HYDRANT. 5 -1l4" HOSE RE4Ul RED 71 6"-90" (114 BEND) CONNECTION WITH T} ANCHOR, MJ LOCATE PUMPER NOZZLE CENTER LINE MINIMUM INTFG RAL STDRZ OF 18" ABOVE GRADE, MAXIMUM 24% gUICK CONNECT In FIRE HYDRANT INSTALLATION 0� z 2112 "HOSE CONNECTION _ 2 "- 6 "MAX.FROM O Q TOP OF CURB OR - GRADE TYPE "A" VALVE BOX CURB & 00 i', GUTTER NOTES: CONCRETE COLLAR WIRE 6" 6'` SPRING i ° G BLOCI4 FIRE FT. MIN.) 1. APPOVED MANUFACTURERS: MUELLER, KENNEDY, CLOW LINE o \P ,. _ .:. • & HYDRANT WITH 2 EAST JORDAN- CU- FT, OF CONC-2 ALL FIRE HYDRANTS ARE TO BE EQUIPPED WITH AN INITIAL BACKFILL ;_ is -; = ",`.:�•. (PLASTIC BETWEEN INTEGRAL STORZ HYDRANT QUICK CONNECT ON THE 6 "D.I- ANCHDR F.H- &CONC -) STEAMER OUTLET. Ia1fUN & NIPPLE 3- A BLUE TYPE II REFLECTOR PAVEMENT MARKER SHALL BE ANCHOR TEE PLACED 2 TO 3 FEET (0.6 to 0.9 meters) OFFSET FROM THE CENTERLINE OF PAVED STREETS. SPEC 02764 S 'GATE VALVE - 4. REFURBISHED HYDRANTS WILL NOT BE ACCFPTED RESILIENT WEDGE 5. HYDRANTS SHALL BE FACTORY PAINTED ONLY. 6. ALL JOINTS RESTRAINED (SEE RESTRAINTS DETAILS). ANCHOR DETAIL DIRECT APPLICATION COLOR CODE PUBLIC HYDRANTS FIRE HYDRANT BONNET SSPC PAINT NO. 21 (WHITE) FIRE HYDRANT CAPS SAME AS BONNET COLOR FIRE HYDRANT BARREL SSPC PAINT NO. 25 (RED) COLOR CODE PRIVATE HYDRANTS FIRE HYDRANT COMPLETE SSPC PAINT NO. 25 (RED) PROPERTY LINE VAh 1. Nj NCI 10 T E TJ{I WAY, PERPENDICULAR TO THE ROAD. WATEW MAfN NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA y y ` 3. DO NOT CUT TRACER WIRE IN VALVE BOX. • `!' - 6" GATE VALVE & BOX, MA.,� 1 SPEC 02320 - UTILITY BACKFILL MATERIALS 6'01 NIPPLE w 24" MIN. FIRE 4'MAX 6. HYDRANT y Le u FT- IN ALL DIRECTIONS OF FIRE HYDRANT. a;oy L9 (PER PW DESIGN GUIDE & TECH. SPECIFICATIONS). 71 6"-90" (114 BEND) - I - 200 PSI FOR A DURATION OF 4 HOURS. ANCHOR, MJ LOCATE PUMPER NOZZLE CENTER LINE MINIMUM OF 18" ABOVE GRADE, MAXIMUM 24% FACE OF CURS In FIRE HYDRANT INSTALLATION ANGLED APPLICATION z G L'Iy 04 r�5 Q 7� ! x Gx)'1)RATF.i) CITY OF SCHERTZ TEXAS ENOINEF.tUNC7 AND PUBLIC WORKS STANDARD DETAIL CONSTRUCTION KEYNOTES: 1. PUMPER NOZZLE TO BE FACING THE TRAVELED 85%SUFFICIENT GRASS COVERAGE IS TO BE WAY, PERPENDICULAR TO THE ROAD. 2. NO HYDRANT SHALL PROTRUDE PAST BACK OF DMI' NU,SBEA CURB - 3. DO NOT CUT TRACER WIRE IN VALVE BOX. 4 WRAP BETWEEN ALL CONCRETE SPEC 02320 - UTILITY BACKFILL MATERIALS AND MECHANICAL BENDS (SPEC. 02528). 5. ANY TIE -IN SHALL BE COORDINATED BY THE 11HEETV1 �-1 CONTRACTOR WITH THE PUBLIC WORKS DEPT. 6. NO OBSTRUCTIONS WILL BE PERMITTED WITHIN 5 NATIVE MATERIAL FROM TRENCH PLACED IN FT- IN ALL DIRECTIONS OF FIRE HYDRANT. MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND (PER PW DESIGN GUIDE & TECH. SPECIFICATIONS). 71 PRESSURE TEST OF ALL WATER LINES SHALL BE AT - I - 200 PSI FOR A DURATION OF 4 HOURS. B. LOCATE PUMPER NOZZLE CENTER LINE MINIMUM OF 18" ABOVE GRADE, MAXIMUM 24% FIRE RYDRANT if SIiF.ET %L.MIIER 1F- I-INU. - -- - - - lUA'1'E: v26I1S DR%". BY- UP 11S[iN, By: BCp 01KI). BY: K11Y SALE "0.: Xx SYMMETRICAL ABOUT ** 85%SUFFICIENT GRASS COVERAGE IS TO BE ESTABLISHED BEFORE PERMIT EXPIRATION. PROPOSED GRADE NATURAL GROUND 12" MARKING TAPE DMI' NU,SBEA z INITIAL BACKFILL: OF TRAFFIC. �" WASHED ROCK AROUND PIPE COMPACTED PER :a SPEC 02320 - UTILITY BACKFILL MATERIALS 4. IN UNPAVED AREAS, EXTEND SECONDARY BACKFILL UP TO SECO14DARY c, 11HEETV1 �-1 5. SUBMITTALS- PROVIDE DELIVERY TICKETS INCLUDING SOURCE BAC FILL LOCATION FOR EACH DELIVERY OF MATERIAL. NATIVE MATERIAL FROM TRENCH PLACED IN 14 GA. SOLID DETECTION MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 ". COMPACTION TO 95% WIRE TAPED TO PIPE - I - Z 02317 Lli In 12" MIN. z w _ O Q - 11 LLI 0 6" 6'` SPRING _ LINE o \P INITIAL BACKFILL UNDISTURBED SOIL INITIAL BACKFILL: SAND AROUND PIPE COMPACTED PER SPEC 02320 - UTILITY BACKFILL MATERIALS SECONDARY BACKFILL: NATIVE MATERIAL FROM TRENCH PLACED IN MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 COMPACTION TO 95% STD PROCTOR DENSITY (ASTM D 698). PER SPEC 02317 PAVEMENT REPAIR PAVEMENT SURFACE COURSE TACK COAT BETWEEN (W HMAC TYPE "D" [MIN) OR EXISTING AND NEW MATCH EXISTING PAVEMENT VERTICAL SAW CUT 5' MIN_ 12" MARKING TAPE -- 14 GA. SOLID DETECTION WIRE TAPED TO PIPE - (FORCE MAINS ONLY) 12" MIN. INITIAL BACKFILL SYMMETRICAL ABOUT L NEW PAVEMENT PAVEMENT & BASE MATERIAL jf PER GEOTECHNICAL DESIGN S CopN��ARY iACKFILL o 6" U z w F_ V) q w o W Ld a 0 UNDISTURBED WATER MAIN TRENCH IN UNPAVED AREA SOIL MAIN IN TRENCH NOTE: PRO.. NO- 1. PUBLIC WORKS PERMIT REQUIRED FOR ALL STREET CUTS OR TAPS. DMI' NU,SBEA 2. SAW CUTS SHALL BE STRAIGHT AND PERPENDICULAR TO THE FLOW INITIAL BACKFILL: OF TRAFFIC. �" WASHED ROCK AROUND PIPE COMPACTED PER 3. TACK ALL VERTICAL SURFACES. SPEC 02320 - UTILITY BACKFILL MATERIALS 4. IN UNPAVED AREAS, EXTEND SECONDARY BACKFILL UP TO SHLGL VO: FOE'_ REQUIRED TOP SOIL. 11HEETV1 �-1 5. SUBMITTALS- PROVIDE DELIVERY TICKETS INCLUDING SOURCE SECONDARY BACKFILL: LOCATION FOR EACH DELIVERY OF MATERIAL. NATIVE MATERIAL FROM TRENCH PLACED IN MAXIMUM 8" LOOSE LIFTS, FREE OF DEBRIS AND STONES LARGER THAN 4 ". COMPACTION TO 95% STD PROCTOR DENSITY (ASTM D 698)_ PER SPEC 02317 CITY OF SCHERTZ TEXAS rINC51NEERING AND PUBLIC WORKS WATER MAIN TRENCH IN UNPAVED AREA 1 Lo�IHIIEIRZ F7Z COMMUNITY* SERVICE * OPPORTUNITY MAIN IN TRENCH STANDARD DETAIL PRO.. NO- December 2U2U DMI' NU,SBEA T \U: DATE 7.2616 ENGINEERING AND PUBLIC WORKS I)ILy1'N.BY': u[P LI.ISI USGN. Bt': tlll' CHKll. BY: KIn'. SHLGL VO: FOE'_ OSrN. IiV. rNl: ORAWN13Y: BCP 11HEETV1 �-1 oF.T���s ROBERT DON McCRARY wt % 34589 ONAi � 0- PIS- 2-1 I� �I N i trip OR U N a (1) `Q U) N QU 0_ l' N �>- r- W X U) I- o u) 00 � U) Z N �LuLu Lu Z m Q ®zN a� I y1. r SHEET 03.01 N w L® i� DRAWN BY: CHECKED BY: r. McNEW eIM DATE PRO.. NO- December 2U2U 19026 �-1 Q z oF.T���s ROBERT DON McCRARY wt % 34589 ONAi � 0- PIS- 2-1 I� �I N i trip OR U N a (1) `Q U) N QU 0_ l' N �>- r- W X U) I- o u) 00 � U) Z N �LuLu Lu Z m Q ®zN a� I y1. r SHEET 03.01 N w L® i� DRAWN BY: CHECKED BY: r. McNEW eIM DATE PRO.. NO- December 2U2U 19026 m 3t a vi J Q M W O M W N � C N E � .. l7 a � m(1 m ra L] O U .} O 6l � N � O O N Q L1! M tj Ll / N W TO: Planning and Zoning Commission PREPARED Megan Harrison, Planner BY: CASE: WA2021 -001 SUBJECT: WA2021 -001 Consider and act upon a request for approval of a waiver request regarding on- site - sewage facilities for the preliminary plat of 9.36 Acres on Koehler Road, a roughly 9.36 acres tract of land generally located approximately 3,200 feet from the intersection from Green Valley Road and Koehler Road. GENERAL INFORMATION: Owner: Virgil P. Schumann Applicant: Bryan Nemec ITEM SUMMARY: The applicant is proposing to subdivide his tract into two single - family residential lots, Tract 16.01 acres and Tract 2 3.35 acres. The applicant is seeking approval of a wavier to UDC Sec 21.15.3B wastewater systems in order to not connect to a public sanitary sewer system allowing the install of a privately owned On -Site Sewage Facility (OSSF) on each of the two proposed lots. The subject property is outside city limits located in the Extraterritorial Jurisdiction. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is located at 923 Koehler Road, Marion, Texas. PUBLIC IMPROVEMENTS: The applicant is seeking approval of a waiver to install a privately owned On -Site Sewage Facility (OSSF) on the two lots being proposed. OSSF systems for this property would be regulated by Guadalupe County. Where the subject site is located, there is no sanitary sewer facilities that exist in the area of the proposed subdivision. In accordance with UDC Article 15 Easements and Utilities, Sec 21.15.33, Wastewater system, all lots, tracts and parcels on which the development is proposed shall be connected to a public wastewater system. Also, the UDC Sec 21.12.2.D. requires that all land subdivided or platted shall comply in full with the requirements of this UDC. Based on the requirements of the UDC not connecting to a public wastewater system and installation of OSSF requires a waiver to be granted by the Planning and Zoning Commission as mentioned in Sec 21.12.15. Waivers. The UDC authorizes the Planning and Zoning Commission to grant waivers to the provisions within Article 12. STAFF ANALYSIS AND RECOMMENDATION: The applicant is requesting a waiver to the required connection to a public wastewater system to allow a privately owned on -site sewage facility on each of the proposed lots. The request for an on -site sewage facility is due to there not being any sanitary sewer facilities that exist in the area of the proposed subdivision. The Engineering Department in reviewing this waiver request, provided that the Department is in support of granting the waiver and notes that it is consistent with similar waivers granted. Additionally, Engineering stated that they verified that the proposed preliminary plat associated with this waiver request is laid -out in a manner to provide for future connection of a public sanitary sewer system in the future. The waiver request has been reviewed with no objections by Public Works, Engineering, and Planning departments. Staff recommends approval of the waiver based on there not being any sanitary sewer facilities existing in the proposed area of the subdivision. Additionally, granting of this waiver will not be detrimental to the public health, safety or welfare, or be injurious to other properties in the area. If approved, any new on -site sewage facilities needed to serve the proposed preliminary plat will be reviewed and permitted through Guadalupe County. * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: In considering final action on waivers to the UDC, the Commission should consider the criteria within the UDC: Sec. 21.12.15. - Waivers. A.General. The Planning and Zoning Commission may authorize waivers from the provisions of this Article when, in its opinion, undue hardship will result from requiring strict compliance. In granting a waiver, the Planning and Zoning Commission shall prescribe only conditions that it deems necessary or desirable to the public interest. In making their findings, the Planning and Zoning Commission shall take into account the nature of the proposed use of the land involved and existing uses of land in the vicinity, the number of persons who will reside or work in the proposed subdivision, and the probable effect of such waivers upon traffic conditions and upon the public health, safety, convenience, and welfare in the vicinity. Waivers shall not be granted unless the Planning and Zoning Commission finds: I.That the granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other property in the area; and 2.That the granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of this UDC. Such findings of the Planning and Zoning Commission, together with the specified facts upon which such findings are based, shall be incorporated into the official minutes of the Planning and Zoning Commission meeting at which such waiver is granted. Waivers may be granted only when in harmony with the general purpose and intent of this UDC so that the public health, safety, and welfare may be secured and justice done. B. The Planning and Zoning Commission may establish a time period for execution of each granted waiver. C. Such findings together with the specific facts on which such findings are based shall be incorporated into the official minutes of the Planning and Zoning Commission meeting at which such exception is granted. D. Planning and zoning commission shall not authorize a waiver that would constitute a violation of a valid law, ordinance, code or regulation of the City. E. Any decision of the Planning and Zoning Commission regarding waivers to the provisions of this Article may be appealed to the City Council. When considering an appeal, the City Council shall consider the same standards as the Planning and Zoning Commission as outlined above. Attachments Waiver Request Engineering Memo Preliminary Plat SuRvEyvvG & ENGiNEERtNG I November 6, 2020 Subject: Minor plat establishing 9.36 Acres on Koehler Road — Sewer Extension Waiver The proposed project is a Plat of an original 9.36-acre tract located outside city limits but in the Schertz ETJ into two lots consisting of 6.01 acres and 3.35 acres. The property is located approximately 3200 feet south of the intersection of Koehler road and Green Valley Road. A waiver for the extension of sewer utilities is being requested as it is not feasible to extend a new sewer line the length that would be required for the platting of one lot into two lots. One of the proposed lots already has an existing septic system located on the property. Sincerely, Intrepid Surveying & Engineering TBPLS Firm #10193936, TBPE Firm #16550 ? Russell a nia, PE, CEM 1,9 Civil gineer --10- Page 1 1210" 1091 a IN NILM 91 Ilya MILVI I I a 6 � A I - . • • Re: Recommendation for Waiver to Requirement to Extend Public Sanitary Sewer to Serve the Proposed 9.36 Acres on Koehler Road Subdivision Staff has verified that the proposed platting is laid-out in a manner to provide for future connection to a public sanitary sewer system. Once public infrastructure has been extended to the area to provide sanitary sewL-r-service, the subdivision will be required to connect to the sewer system, in accordance with Section 90-78 of the Code of Ordinances. Any new OSSF needed to serve the proposed lots in the proposed Plat will be reviewed and permitted through Guadalupe County. A building permit will not • issued withou) public system. LOCATION MAP THIS PLAT CONTAINS A TOTAL OF: LOTS: 2 BUILDABLE LOTS CONSISTING OF A TOTAL OF 9.36 ACRES EASEMENT CERnFICATE: THE OWNER OF THE LAND SHOWN ON THIS PLAT AND WHOSE NAME IS SUBSCRIBED HERETO, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, DEDICATES TO THE GREEN VALLEY SPECIAL UTILITY DISTRICT OF MARION, TEXAS, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT MARKED AS 'WATERLINE EASEMENT" OR "UTILITY EASEMENT" WITH THE RIGHT TO ERECT, CONSTRUCT, INSTALL, AND LAY AND THEREAFTER ACCESS AND USE, OPERATE, INSPECT, REPAIR, MAINTAIN, REPLACE, UPGRADE, PARALLEL AND REMOVE WATER OR WASTE -WATER TRANSMISSION, COLLECTION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND ANY OTHER FACILITIES NECESSARY TO SERVE GRANTORS' PROPERTY, AS WELL AS THE GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS UNDER, OVER AND ACROSS GRANTOR'S ADJACENT LANDS AND IN ALL STREETS AND BYWAYS FOR THE PURPOSE FOR WHICH THE ABOVE MENTIONED RIGHTS ARE GRANTED, INCLUDING THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES, SHRUBS, GRASSES, PAVEMENTS, FENCES, STRUCTURES, IMPROVEMENTS, OR OTHER OBSTRUCTIONS WHICH MAY INTERFERE WITH THE FACILITY OR THE ACCESS THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDING, CONCRETE SLAB OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREAS. NO OTHER UTILITY LINES MAY BE LOCATED WITHIN 36" PARALLEL TO WATER LINES. ANY MONETARY LOSS TO GREEN VALLEY SUD RESULTING FROM MODIFICATIONS REQUIRED OF UTILITY EQUIPMENT LOCATED WITHIN SAID EASEMENTS DUE TO GRADE CHANGE OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATIONS. UPON ENTERING IN AND UPON SAID EASEMENT, THE DISTRICT WILL ENDEAVOR TO RESTORE THE LAND SURFACE TO A USEABLE CONDITION BUT IS NOT OBLIGATED TO RESTORE IT TO A PRE - EXISTING CONDITION. THE EASEMENT CONVEYED HEREIN WAS OBTAINED OR IMPROVED THROUGH FEDERAL FINANCIAL ASSISTANCE. THIS EASEMENT IS SUBJECT TO THE PROVISION OF TITLE VI OF THE CIVIL RIGHTS ACT OF 1964, AND THE REGULATIONS ISSUED PURSUANT THERETO FOR SO LONG AS THE EASEMENT CONTINUES TO BE USED FOR THE SAME OR SIMILAR PURPOSE FOR WHICH FINANCIAL ASSISTANCE WAS EXTENDED OR FOR SO LONG AS THE GRANTEE OWNS IT. WHICHEVER IS LONGER. NOTES: SCALE:1 "= 5,000' 1. THIS PROPERTY LIES ENTIRELY WITHIN THE ETJ OF SCHERTZ AND GUADALUPE COUNTY. 2. NO BUILDINGS, OR OTHER OBSTRUCTIONS OR WELL OF ANY KIND SHALL BE PLACED ON ANY ELECTRIC EASEMENTS, NOR SHALL ANY TREES BE PLANTED THEREON. 3. IN ORDER TO PROMOTE SAFE USE OF ROADWAYS AND PRESERVE THE CONDITIONS OF PUBLIC ROADWAYS, NO DRIVEWAY CONSTRUCTED ON ANY LOT WITHIN THIS SUBDIVISION SHALL BE PERMITTED ACCESS ONTO A PUBLICLY DEDICATED ROADWAY UNLESS A DRIVEWAY PERMIT HAS BEEN ISSUED BY TXDOT. THE DRIVEWAY SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATIONS STATED WITHIN THE PERMIT. 4, NO HOMES ARE TO BE BUILT OR BROUGHT ONTO THE LOT UNTIL DRIVEWAY AND FLOODPLAIN PERMITS HAVE BEEN OBTAINED AND APPLICATION FOR SEPTIC PERMIT IS SUBMITTED. 5, THERE IS A TOTAL OF TWO (2) LOTS BEING PLATTED WITH THIS UNIT. 6. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO235F, DATED 11/2/2007, IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 7. DRAINAGE STUDY: A DRAINAGE STUDY HAS BEEN COMPLETED FOR THIS PLAT AND IS AVAILABLE FOR REVIEW AT THE GUADALUPE COUNTY EMERGENCY MANAGEMENT OFFICE. AREAS IDENTIFIED BY THE STUDY AS BEING INUNDATED DURING CERTAIN STORM EVENTS HAVE BEEN PLACED WITHIN DRAINAGE EASEMENTS. 8. DRAINAGE EASEMENT: GUADALUPE COUNTY IS A BENEFICIARY OF EACH DRAINAGE EASEMENT, AND HAS THE RIGHT, BUT NOT THE DUTY, TO ENFORCE DRAINAGE EASEMENTS. 9. DRAINAGE EASEMENTS: NO FENCING OR STRUCTURES THAT WILL INTERFERE WITH ADEQUATE DRAINAGE FLOW WILL BE ALLOWED ON OR ACROSS SUCH LINES. 10, NO STRUCTURES, WALLS OR OTHER OBSTRUCTIONS OF ANY KIND SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING, FENCES, OR OTHER TYPE OF MODIFICATIONS WHICH ALTER THE CROSS SECTIONS OF THE DRAINAGE EASEMENTS OR DECREASE THE HYDRAULIC CAPACITY OF THE EASEMENT, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE CITY ENGINEER. THE CITY OF MARION (AND THE COUNTY) SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGES EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS 11. ANY DRIVEWAY CONSTRUCTION ON COUNTY ROADS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ROAD DEPT 12. ANY INSTALLATION OF SEPTIC SYSTEMS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ENVIRONMENTAL HEALTH DEPT 13. THE ELEVATION OF THE LOWEST FLOOR SHALL BE ELEVATED 10 INCHES ABOVE THE FINISHED GRADE OF THE SURROUNDING GROUND AS PRESCRIBED IN THE BUILDING REGULATIONS AND CODE OF ORDINANCES. FINISHED GRADES SHALL BE SLOPED TO DIRECT STORMWATER AWAY FROM THE STRUCTURE. 14. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 15. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 16. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNERS SUCCESSORS AND/ OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. 17. A WAIVER TO FOREGO IMMEDIATE CONNECTION TO A PUBLIC WASTEWATER SYSTEM AT TIME OF PLATTING (REQUIREMENT IN UDC SEC. 21.15.3) IS REQUIRED FOR A PLAT TO MEET THE CITY'S SUBDIVISION REQUIREMENTS. THE WAIVER IS DISCRETIONARY FOR PLANNING AND ZONING COMMISSION TO EITHER APPROVE /DENY, AND IT WILL BE HEARD AS A SEPARATE ITEM RIGHT BEFORE THE PRELIMINARY PLAT. UTILITY NOTES: 1. WATER TO BE SUPPLIED BY: GREEN VALLEY SPECIAL UTILITY DISTRICT. THERE IS HEREBY DEDICATED A FIFTEEN (15) FOOT WIDE WATER DISTRIBUTION EASEMENT ALONG THE FRONT, SIDES, AND REAR OF ALL PLATTED LOTS FOR THE PURPOSED OF INSTALLATION, OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT OR ENLARGEMENT OF WATER MAIN(S), VALVES, FLUSH ASSEMBLIES, FIRE HYDRANTS, SERVICE LINES, METERS, AND ALL OTHER WATER DELIVERY COMPONENTS, 2. ELECTRIC SERVICE IS TO BE PROVIDED BY: GUADALUPE VALLEY ELECTRIC COOPERATIVE. 3. SANITARY SEWER SERVICE WILL BE BY: ON -SITE SEWAGE FACILITIES PERMITTED BY GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICE. NO STRUCTURE MAY BE OCCUPIED, UNLESS CONNECTED TO A PUBLIC SEWAGE SYSTEM, UNTIL A SEPTIC PERMIT, FOR THE ON -SITE SEWAGE FACILITY, IS OBTAINED FROM THE GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICER. 4. PUBLIC WASTEWATER IS NOT AVAILABLE, THEREFORE WASTEWATER WILL BE PROVIDED BY OSSF FOR THE LOTS INDICATED ON THIS PLAT 5. NOTES #3 AND #4 ARE DONE BY THE APPROVAL OF THE CITY OF SCHERTZ PLANNING AND ZONING COMMISSION. GVEC NOTES: l.. ALL TRACTS ARE SUBJECT TO A 15' ELECTRIC AND COMMUNICATION EASEMENT ALONG ALL SIDE, FRONT AND REAR PROPERTY LINES. 2. EACH LOT IS SUBJECT TO A FLOATING 10' WIDE BY 40' LONG GUY WIRE EASEMENT TO BE LOCATED BY GVEC. 3. ALL EXISTING GVEC OVERHEAD LINES POSSESS A 30' CENTERLINE EASEMENT, 15' EACH SIDE OF LINE. 4. WHERE UNDERGROUND SERVICES ARE UTILIZED GVEC WILL POSSESS A 5 -FOOT WIDE EASEMENT TO THE SERVICE METER LOCATION. EASEMENT TO FOLLOW SERVICE LINE AND WILL VARY DEPENDING ON LOCATION OF BUILDING OR STRUCTURE. 5. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERRGROUND UTILITIES. THIS PRELIMINARY PLAT OF 9.36 ACRES ON KOEHLER ROAD HAS BEEN SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. (FELPS) FOR EASEMENTS, AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC 1 t t O�YY V 00. 1 \, p O �O s �O O. cA0 O, tS -A 0 7 Z �0 'Cp o� i _..00� YOUNG SETH THOMAS (7.99 ACRES) 4098/256 G.C.O.P.R. RESIDENTIAL 4 I I f r d t r TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. ----- - - - - -- EASEMENT LINE Ci 27' GVEC EASEMENT - - - - - - EXISTING EASEMENT LINE - - - - - -- SURVEY LINE 0 15' ACCESS EASEMENT - OVERHEAD ELECTRIC 010' RIGHT OF WAY DEDICATION EXISTING Q} EXISTING SEPTIC LOCATION -a FIRE HYDRANTS + PROPOSED SEPTIC LOCATION O 1/2" IRON ROD FOUND * IRON PIPE FOUND 0 1/2" IRON ROD SET (BRG.- DIST.) RECORD CALL QD EXISTING WATER METER G. C. P. R. GUADALUPE COUNTY PLAT RECORDS G.C.O. P. R. GUADALUPE COUNTY OFFICIAL PUBLIC RECORDS G.C.D.R. GUADALUPE COUNTY DEED RECORDS SHEET 1 OF 1 FILE: 2020 \ENGINEERING \GUADALUPE \20 -0781 923 KOEHLER RD TO: Planning and Zoning Commission PREPARED Megan Harrison, Planner BY: CASE: WA2021 -002 SUBJECT: WA2021 -002 Consider and act upon a request for approval of a waiver regarding Rough Proportionality in relation to the construction of the street improvements adjacent to the proposed preliminary plat of the 9.36 Acres on Koehler Road, an approximate 9.36 acre tract of land generally located 3,200 feet from the intersection of Green Valley Road and Koehler Road. GENERAL INFORMATION: Owner: Virgil P. Schumann Applicant: Bryan Nemec Project Engineer: Intrepid Surveying & Engineering ITEM SUMMARY: The applicant is proposing to preliminary plat the approximately 9.36 Ares into two (2) lots. The subject property is outside city limits and is located within the City of Schertz Extraterritorial Jurisdiction. With the subdivision being outside the city limits the applicant is seeking approval to the requirement in UDC Sec. 21.1.4.1.K. to improve substandard roadways adjacent to proposed subdivision plats. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is generally located 3,200 feet from the intersection of Green Valley Road and Koehler Road. PUBLIC IMPROVEMENTS: The applicant is seeking approval of a waiver regarding the improvement to the substandard roadways adjacent to the proposed subdivision plat. The proposed subdivision is located on Koehler Road. In accordance with UDC Sec 21.14.x.1, Half Streets or Adjacent Streets, requires that no new half streets shall be platted that do not conform to the Master Thoroughfare Plan and the Comprehensive Land Plan. Where the proposed subdivision abuts an existing street or half street not conforming to the Comprehensive Land Plan requirements of this UDC, the subdivider shall be required to dedicate any additional right -of -way to meet the street width required. The proposed 9.36 Acres on Koehler Road Subdivision would be required to reconstruct one half of Koehler Road along their frontage as the current roadway does not meet the standards identified in the Master Thoroughfare Plan and Comprehensive Land Use Plan. However, the construction of such street improvements must also be 'roughly proportional' as per state Law. The Master Thoroughfare Plan has a defined process for calculating 'rough proportionality' of the street improvements. The Engineering Staff performed the rough proportionality calculations and determined that requiring the construction of the street improvements would not be 'roughly proportional' to the proposed subdivision's impact to the transportation system. Therefore, the Engineering Staff determined that in order to comply with the State Law Requirements, the construction of the street improvements should not be required for the proposed subdivision. STAFF ANALYSIS AND RECOMMENDATION: In order to not require the construction of these improvements, a wavier from the requirements of UDC Sec 21.14. LK must be granted as Staff can not administratively waive construction of the street improvements. Based on the Engineering Departments review of the rough proportionality calculations determined that requiring the applicant to construction the street improvements would not be 'roughly proportional' to the proposed subdivisions impacct to the transportation system. Therefore, Staff recommends approval of the waiver to not construct adjacent street improvements for the proposed 9.36 Acres on Koehler Road Subdivision. The proposed plat is dedicating ten (10) feet of right -of -way along * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: In considering final action on waivers to the UDC, the Commission should consider the criteria within the UDC: Sec. 21.12.15. - Waivers. A.General. The Planning and Zoning Commission may authorize waivers from the provisions of this Article when, in its opinion, undue hardship will result from requiring strict compliance. In granting a waiver, the Planning and Zoning Commission shall prescribe only conditions that it deems necessary or desirable to the public interest. In making their findings, the Planning and Zoning Commission shall take into account the nature of the proposed use of the land involved and existing uses of land in the vicinity, the number of persons who will reside or work in the proposed subdivision, and the probable effect of such waivers upon traffic conditions and upon the public health, safety, convenience, and welfare in the vicinity. Waivers shall not be granted unless the Planning and Zoning Commission finds: 1.That the granting of the waiver will not be detrimental to the public health, safety, or welfare, or injurious to other property in the area; and 2.That the granting of the waiver will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of this UDC. Such findings of the Planning and Zoning Commission, together with the specified facts upon which such findings are based, shall be incorporated into the official minutes of the Planning and Zoning Commission meeting at which such waiver is granted. Waivers may be granted only when in harmony with the general purpose and intent of this UDC so that the public health, safety, and welfare may be secured and justice done. B. The Planning and Zoning Commission may establish a time period for execution of each granted waiver. C. Such findings together with the specific facts on which such findings are based shall be incorporated into the official minutes of the Planning and Zoning Commission meeting at which such exception is granted. D. Planning and zoning commission shall not authorize a waiver that would constitute a violation of a valid law, ordinance, code or regulation of the City. E. Any decision of the Planning and Zoning Commission regarding waivers to the provisions of this Article may be appealed to the City Council. When considering an appeal, the City Council shall consider the same standards as the Planning and Zoning Commission as outlined above. Attachments Engineering Memo Plat Exhibit I MILEC) I at Mimi `r 91 MIM M1011 I Re: Recommendation for Waiver to Requirement to improve the Roadway Adjacent to the Proposed 9.36 Acres on Koehler Road Subdivision Staff has performed the rough proportionality calculations and determined that requiring construction of the street improvements- w-ou Id not be "roughly proportional" to the proposed subdivision's impact to the transportation system. Therefore, in order • comply with the State Law requirements, the construction • the street improvements should not be required for the proposed subdivision. I LOCATION MAP THIS PLAT CONTAINS A TOTAL OF: LOTS: 2 BUILDABLE LOTS CONSISTING OF A TOTAL OF 9.36 ACRES EASEMENT CERnFICATE: THE OWNER OF THE LAND SHOWN ON THIS PLAT AND WHOSE NAME IS SUBSCRIBED HERETO, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, DEDICATES TO THE GREEN VALLEY SPECIAL UTILITY DISTRICT OF MARION, TEXAS, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT MARKED AS 'WATERLINE EASEMENT" OR "UTILITY EASEMENT" WITH THE RIGHT TO ERECT, CONSTRUCT, INSTALL, AND LAY AND THEREAFTER ACCESS AND USE, OPERATE, INSPECT, REPAIR, MAINTAIN, REPLACE, UPGRADE, PARALLEL AND REMOVE WATER OR WASTE -WATER TRANSMISSION, COLLECTION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND ANY OTHER FACILITIES NECESSARY TO SERVE GRANTORS' PROPERTY, AS WELL AS THE GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS UNDER, OVER AND ACROSS GRANTOR'S ADJACENT LANDS AND IN ALL STREETS AND BYWAYS FOR THE PURPOSE FOR WHICH THE ABOVE MENTIONED RIGHTS ARE GRANTED, INCLUDING THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES, SHRUBS, GRASSES, PAVEMENTS, FENCES, STRUCTURES, IMPROVEMENTS, OR OTHER OBSTRUCTIONS WHICH MAY INTERFERE WITH THE FACILITY OR THE ACCESS THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDING, CONCRETE SLAB OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREAS. NO OTHER UTILITY LINES MAY BE LOCATED WITHIN 36" PARALLEL TO WATER LINES. ANY MONETARY LOSS TO GREEN VALLEY SUD RESULTING FROM MODIFICATIONS REQUIRED OF UTILITY EQUIPMENT LOCATED WITHIN SAID EASEMENTS DUE TO GRADE CHANGE OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATIONS. UPON ENTERING IN AND UPON SAID EASEMENT, THE DISTRICT WILL ENDEAVOR TO RESTORE THE LAND SURFACE TO A USEABLE CONDITION BUT IS NOT OBLIGATED TO RESTORE IT TO A PRE - EXISTING CONDITION. THE EASEMENT CONVEYED HEREIN WAS OBTAINED OR IMPROVED THROUGH FEDERAL FINANCIAL ASSISTANCE. THIS EASEMENT IS SUBJECT TO THE PROVISION OF TITLE VI OF THE CIVIL RIGHTS ACT OF 1964, AND THE REGULATIONS ISSUED PURSUANT THERETO FOR SO LONG AS THE EASEMENT CONTINUES TO BE USED FOR THE SAME OR SIMILAR PURPOSE FOR WHICH FINANCIAL ASSISTANCE WAS EXTENDED OR FOR SO LONG AS THE GRANTEE OWNS IT. WHICHEVER IS LONGER. NOTES: SCALE:1 "= 5,000' 1. THIS PROPERTY LIES ENTIRELY WITHIN THE ETJ OF SCHERTZ AND GUADALUPE COUNTY. 2. NO BUILDINGS, OR OTHER OBSTRUCTIONS OR WELL OF ANY KIND SHALL BE PLACED ON ANY ELECTRIC EASEMENTS, NOR SHALL ANY TREES BE PLANTED THEREON. 3. IN ORDER TO PROMOTE SAFE USE OF ROADWAYS AND PRESERVE THE CONDITIONS OF PUBLIC ROADWAYS, NO DRIVEWAY CONSTRUCTED ON ANY LOT WITHIN THIS SUBDIVISION SHALL BE PERMITTED ACCESS ONTO A PUBLICLY DEDICATED ROADWAY UNLESS A DRIVEWAY PERMIT HAS BEEN ISSUED BY TXDOT. THE DRIVEWAY SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATIONS STATED WITHIN THE PERMIT. 4, NO HOMES ARE TO BE BUILT OR BROUGHT ONTO THE LOT UNTIL DRIVEWAY AND FLOODPLAIN PERMITS HAVE BEEN OBTAINED AND APPLICATION FOR SEPTIC PERMIT IS SUBMITTED. 5, THERE IS A TOTAL OF TWO (2) LOTS BEING PLATTED WITH THIS UNIT. 6. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO235F, DATED 11/2/2007, IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 7. DRAINAGE STUDY: A DRAINAGE STUDY HAS BEEN COMPLETED FOR THIS PLAT AND IS AVAILABLE FOR REVIEW AT THE GUADALUPE COUNTY EMERGENCY MANAGEMENT OFFICE. AREAS IDENTIFIED BY THE STUDY AS BEING INUNDATED DURING CERTAIN STORM EVENTS HAVE BEEN PLACED WITHIN DRAINAGE EASEMENTS. 8. DRAINAGE EASEMENT: GUADALUPE COUNTY IS A BENEFICIARY OF EACH DRAINAGE EASEMENT, AND HAS THE RIGHT, BUT NOT THE DUTY, TO ENFORCE DRAINAGE EASEMENTS. 9. DRAINAGE EASEMENTS: NO FENCING OR STRUCTURES THAT WILL INTERFERE WITH ADEQUATE DRAINAGE FLOW WILL BE ALLOWED ON OR ACROSS SUCH LINES. 10, NO STRUCTURES, WALLS OR OTHER OBSTRUCTIONS OF ANY KIND SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING, FENCES, OR OTHER TYPE OF MODIFICATIONS WHICH ALTER THE CROSS SECTIONS OF THE DRAINAGE EASEMENTS OR DECREASE THE HYDRAULIC CAPACITY OF THE EASEMENT, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE CITY ENGINEER. THE CITY OF MARION (AND THE COUNTY) SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGES EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS 11. ANY DRIVEWAY CONSTRUCTION ON COUNTY ROADS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ROAD DEPT 12. ANY INSTALLATION OF SEPTIC SYSTEMS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ENVIRONMENTAL HEALTH DEPT 13. THE ELEVATION OF THE LOWEST FLOOR SHALL BE ELEVATED 10 INCHES ABOVE THE FINISHED GRADE OF THE SURROUNDING GROUND AS PRESCRIBED IN THE BUILDING REGULATIONS AND CODE OF ORDINANCES. FINISHED GRADES SHALL BE SLOPED TO DIRECT STORMWATER AWAY FROM THE STRUCTURE. 14. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 15. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 16. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNERS SUCCESSORS AND/ OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. 17. A WAIVER TO FOREGO IMMEDIATE CONNECTION TO A PUBLIC WASTEWATER SYSTEM AT TIME OF PLATTING (REQUIREMENT IN UDC SEC. 21.15.3) IS REQUIRED FOR A PLAT TO MEET THE CITY'S SUBDIVISION REQUIREMENTS. THE WAIVER IS DISCRETIONARY FOR PLANNING AND ZONING COMMISSION TO EITHER APPROVE /DENY, AND IT WILL BE HEARD AS A SEPARATE ITEM RIGHT BEFORE THE PRELIMINARY PLAT. UTILITY NOTES: 1. WATER TO BE SUPPLIED BY: GREEN VALLEY SPECIAL UTILITY DISTRICT. THERE IS HEREBY DEDICATED A FIFTEEN (15) FOOT WIDE WATER DISTRIBUTION EASEMENT ALONG THE FRONT, SIDES, AND REAR OF ALL PLATTED LOTS FOR THE PURPOSED OF INSTALLATION, OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT OR ENLARGEMENT OF WATER MAIN(S), VALVES, FLUSH ASSEMBLIES, FIRE HYDRANTS, SERVICE LINES, METERS, AND ALL OTHER WATER DELIVERY COMPONENTS, 2. ELECTRIC SERVICE IS TO BE PROVIDED BY: GUADALUPE VALLEY ELECTRIC COOPERATIVE. 3. SANITARY SEWER SERVICE WILL BE BY: ON -SITE SEWAGE FACILITIES PERMITTED BY GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICE. NO STRUCTURE MAY BE OCCUPIED, UNLESS CONNECTED TO A PUBLIC SEWAGE SYSTEM, UNTIL A SEPTIC PERMIT, FOR THE ON -SITE SEWAGE FACILITY, IS OBTAINED FROM THE GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICER. 4. PUBLIC WASTEWATER IS NOT AVAILABLE, THEREFORE WASTEWATER WILL BE PROVIDED BY OSSF FOR THE LOTS INDICATED ON THIS PLAT 5. NOTES #3 AND #4 ARE DONE BY THE APPROVAL OF THE CITY OF SCHERTZ PLANNING AND ZONING COMMISSION. GVEC NOTES: l.. ALL TRACTS ARE SUBJECT TO A 15' ELECTRIC AND COMMUNICATION EASEMENT ALONG ALL SIDE, FRONT AND REAR PROPERTY LINES. 2. EACH LOT IS SUBJECT TO A FLOATING 10' WIDE BY 40' LONG GUY WIRE EASEMENT TO BE LOCATED BY GVEC. 3. ALL EXISTING GVEC OVERHEAD LINES POSSESS A 30' CENTERLINE EASEMENT, 15' EACH SIDE OF LINE. 4. WHERE UNDERGROUND SERVICES ARE UTILIZED GVEC WILL POSSESS A 5 -FOOT WIDE EASEMENT TO THE SERVICE METER LOCATION. EASEMENT TO FOLLOW SERVICE LINE AND WILL VARY DEPENDING ON LOCATION OF BUILDING OR STRUCTURE. 5. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERRGROUND UTILITIES. THIS PRELIMINARY PLAT OF 9.36 ACRES ON KOEHLER ROAD HAS BEEN SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. (FELPS) FOR EASEMENTS, AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC 1 t t O�YY V 00. 1 \, p O �O s �O O. cA0 O, tS -A 0 7 Z �0 'Cp o� i _..00� YOUNG SETH THOMAS (7.99 ACRES) 4098/256 G.C.O.P.R. RESIDENTIAL 4 I I f r d t r TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. ----- - - - - -- EASEMENT LINE Ci 27' GVEC EASEMENT - - - - - - EXISTING EASEMENT LINE - - - - - -- SURVEY LINE 0 15' ACCESS EASEMENT - OVERHEAD ELECTRIC 010' RIGHT OF WAY DEDICATION EXISTING Q} EXISTING SEPTIC LOCATION -a FIRE HYDRANTS + PROPOSED SEPTIC LOCATION O 1/2" IRON ROD FOUND * IRON PIPE FOUND 0 1/2" IRON ROD SET (BRG.- DIST.) RECORD CALL QD EXISTING WATER METER G. C. P. R. GUADALUPE COUNTY PLAT RECORDS G.C.O. P. R. GUADALUPE COUNTY OFFICIAL PUBLIC RECORDS G.C.D.R. GUADALUPE COUNTY DEED RECORDS SHEET 1 OF 1 FILE: 2020 \ENGINEERING \GUADALUPE \20 -0781 923 KOEHLER RD TO: Planning and Zoning Commission PREPARED Megan Harrison, Planner BY: CASE: PC2021 -006 SUBJECT: PC2021 -006 Consider and act upon request for approval of a preliminary plat of the 9.36 Acres on Koehler Road, an approximately 9.36 acre tract of land general located 3200 feet south of the intersection of Green Valley Road and Koehler Road, located in Schertz Extraterritorial Jurisdiction, Guadalupe County, Texas. GENERAL INFORMATION: Owner: Virgil P. Schumann Applicant: Bryan Nemec LAWWRISN"11W 1141111101 1 Date: Application Submittal Type: 02/23/21 Preliminary Plat The applicant is proposing to preliminary plat approximately 9.36 acres of land to establish two (2) single - family residential lots, Tract 1 to be 6.01 acres and Tract 2 to be 3.35 acres. The subject property is in the City of Schertz Extraterritorial Jurisdiction and is approximately 3200 feet south of the intersection of Green Valley Road and Koehler Road. ACCESS AND CIRCULATION: Tract 1 and Tract 2 of 9.36 Acres on Koehler Road Subdivision Preliminary plat will have access onto County Road NO 365 as known as Koehler Road. The applicant provided a signed Tree Preservation/Removal Permit Application and indicated that there will be no removal of Heritage or Protected trees. However, UDC Sec 21.9.9 does not apply to this preliminary plat as they are within the City of Schertz Extraterritorial Jurisdiction and the City is unable to regulate Tree Preservation and Mitigation requirements. PUBLIC SERVICES: The site will be serviced by Green Valley Special Utility District for water, and GVEC. The applicant has requested a waiver to not connect to sanitary sewer due to the distance to the closest City of Schertz Public Infrastructure for sewer. If the waiver is granted the site will be serviced by an on -site sewage facility and would go through Guadalupe County for permits. The proposed plat is laid -out to provide for future connection to a public sanitary sewer system. Once public infrastructure has been extended to the area to provide sanitary sewer service, the subdivision will be required to connect to the sewer system, in accordance with Section 90 -78 of the Code of Ordinances. 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. Water: The site will be serviced by Green Valley Special Utility District. Sewer: The applicant provided a request for a waiver to the requirement to extend public sanitary sewer to serve proposed 9.36 Acres on Koehler :Road Subdivision. The Engineering Department reviewed their request and found it to be reasonable. They determined there was no sanitary sewer facilities existing in the area of the proposed subdivision. Therefore, Engineering supports the granting of the waiver and notes that it is consistent with the similar waivers granted in the City. If the Planning and Zoning Commission approves the requested waiver, the site will be serviced by an on -site sewage facility (OSSF). Drainage: The plat is outside City limits therefore it is the responsibility of Guadalupe County to enforce the drainage easements. Road Improvements: The preliminary plat for 9.36 acres on Koehler Road is outside city limits. However, they would be required to reconstruct half of Koehler Road along their frontage as the current roadway does not meet the street standards identified in the Master Thoroughfare Plan. Therefore, the construction of such street improvements must also be "roughly proportional" as per State Law. The Engineering staff has performed the rough proportionality calculations and determined that requiring the construction of the street improvements would not be "roughly proportional" to the proposed subdivision's impact to the transportation system. In order to not require construction of these improvements, a waiver from the requirements of UDC Section 21.14. LK must be requested and reviewed by the Planning and Zoning Commission as Staff can not administratively waive construction of the street improvements. If the Planning and Zoning Commission approves the requested waiver, the site will not have to reconstruct half of Koehler Road along their frontage. However, the proposed Preliminary Plat is providing a ten (10) foot wide right -of -way dedication adjacent to Koehler Road for the entire frontage of both proposed lots. STAFF ANALYSIS AND RECOMMENDATION: The preliminary plat is consistent with applicable requirements for the property, ordinances, and regulations. It has been reviewed with no objection by the Planning, Engineering, Public Works, and Fire Departments. Therefore, staff recommends approval of the preliminary plat as submitted with the condition that the waiver for not connecting to public sanitary sewer facilities and having an on -site sewage facility and the waiver to not reconstruct half of Koehler Road along with their frontage are approved prior to the preliminary plat. * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. The Planning and Zoning Commission is the final approval authority of the proposed preliminary plat. In considering final action on a preliminary plat, the Commission should consider the criteria within UDC, Section 21.12.8 D. Attachments Aerial Map Preliminary Plat LOCATION MAP THIS PLAT CONTAINS A TOTAL OF: LOTS: 2 BUILDABLE LOTS CONSISTING OF A TOTAL OF 9.36 ACRES EASEMENT CERnFICATE: THE OWNER OF THE LAND SHOWN ON THIS PLAT AND WHOSE NAME IS SUBSCRIBED HERETO, IN PERSON OR THROUGH A DULY AUTHORIZED AGENT, DEDICATES TO THE GREEN VALLEY SPECIAL UTILITY DISTRICT OF MARION, TEXAS, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT MARKED AS 'WATERLINE EASEMENT" OR "UTILITY EASEMENT" WITH THE RIGHT TO ERECT, CONSTRUCT, INSTALL, AND LAY AND THEREAFTER ACCESS AND USE, OPERATE, INSPECT, REPAIR, MAINTAIN, REPLACE, UPGRADE, PARALLEL AND REMOVE WATER OR WASTE -WATER TRANSMISSION, COLLECTION AND /OR DISTRIBUTION LINES AND APPURTENANCES AND ANY OTHER FACILITIES NECESSARY TO SERVE GRANTORS' PROPERTY, AS WELL AS THE GRANTEE'S CURRENT AND FUTURE SYSTEM -WIDE CUSTOMERS, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS UNDER, OVER AND ACROSS GRANTOR'S ADJACENT LANDS AND IN ALL STREETS AND BYWAYS FOR THE PURPOSE FOR WHICH THE ABOVE MENTIONED RIGHTS ARE GRANTED, INCLUDING THE RIGHT TO REMOVE FROM SAID LANDS ALL TREES, SHRUBS, GRASSES, PAVEMENTS, FENCES, STRUCTURES, IMPROVEMENTS, OR OTHER OBSTRUCTIONS WHICH MAY INTERFERE WITH THE FACILITY OR THE ACCESS THERETO. IT IS AGREED AND UNDERSTOOD THAT NO BUILDING, CONCRETE SLAB OR WALLS WILL BE PLACED WITHIN SAID EASEMENT AREAS. NO OTHER UTILITY LINES MAY BE LOCATED WITHIN 36" PARALLEL TO WATER LINES. ANY MONETARY LOSS TO GREEN VALLEY SUD RESULTING FROM MODIFICATIONS REQUIRED OF UTILITY EQUIPMENT LOCATED WITHIN SAID EASEMENTS DUE TO GRADE CHANGE OR GROUND ELEVATION ALTERATIONS SHALL BE CHARGED TO THE PERSON OR PERSONS DEEMED RESPONSIBLE FOR SAID GRADE CHANGES OR GROUND ELEVATION ALTERATIONS. UPON ENTERING IN AND UPON SAID EASEMENT, THE DISTRICT WILL ENDEAVOR TO RESTORE THE LAND SURFACE TO A USEABLE CONDITION BUT IS NOT OBLIGATED TO RESTORE IT TO A PRE - EXISTING CONDITION. THE EASEMENT CONVEYED HEREIN WAS OBTAINED OR IMPROVED THROUGH FEDERAL FINANCIAL ASSISTANCE. THIS EASEMENT IS SUBJECT TO THE PROVISION OF TITLE VI OF THE CIVIL RIGHTS ACT OF 1964, AND THE REGULATIONS ISSUED PURSUANT THERETO FOR SO LONG AS THE EASEMENT CONTINUES TO BE USED FOR THE SAME OR SIMILAR PURPOSE FOR WHICH FINANCIAL ASSISTANCE WAS EXTENDED OR FOR SO LONG AS THE GRANTEE OWNS IT. WHICHEVER IS LONGER. NOTES: SCALE:1 "= 5,000' 1. THIS PROPERTY LIES ENTIRELY WITHIN THE ETJ OF SCHERTZ AND GUADALUPE COUNTY. 2. NO BUILDINGS, OR OTHER OBSTRUCTIONS OR WELL OF ANY KIND SHALL BE PLACED ON ANY ELECTRIC EASEMENTS, NOR SHALL ANY TREES BE PLANTED THEREON. 3. IN ORDER TO PROMOTE SAFE USE OF ROADWAYS AND PRESERVE THE CONDITIONS OF PUBLIC ROADWAYS, NO DRIVEWAY CONSTRUCTED ON ANY LOT WITHIN THIS SUBDIVISION SHALL BE PERMITTED ACCESS ONTO A PUBLICLY DEDICATED ROADWAY UNLESS A DRIVEWAY PERMIT HAS BEEN ISSUED BY TXDOT. THE DRIVEWAY SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATIONS STATED WITHIN THE PERMIT. 4, NO HOMES ARE TO BE BUILT OR BROUGHT ONTO THE LOT UNTIL DRIVEWAY AND FLOODPLAIN PERMITS HAVE BEEN OBTAINED AND APPLICATION FOR SEPTIC PERMIT IS SUBMITTED. 5, THERE IS A TOTAL OF TWO (2) LOTS BEING PLATTED WITH THIS UNIT. 6. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL 48187CO235F, DATED 11/2/2007, IS LOCATED IN ZONE X AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. 7. DRAINAGE STUDY: A DRAINAGE STUDY HAS BEEN COMPLETED FOR THIS PLAT AND IS AVAILABLE FOR REVIEW AT THE GUADALUPE COUNTY EMERGENCY MANAGEMENT OFFICE. AREAS IDENTIFIED BY THE STUDY AS BEING INUNDATED DURING CERTAIN STORM EVENTS HAVE BEEN PLACED WITHIN DRAINAGE EASEMENTS. 8. DRAINAGE EASEMENT: GUADALUPE COUNTY IS A BENEFICIARY OF EACH DRAINAGE EASEMENT, AND HAS THE RIGHT, BUT NOT THE DUTY, TO ENFORCE DRAINAGE EASEMENTS. 9. DRAINAGE EASEMENTS: NO FENCING OR STRUCTURES THAT WILL INTERFERE WITH ADEQUATE DRAINAGE FLOW WILL BE ALLOWED ON OR ACROSS SUCH LINES. 10, NO STRUCTURES, WALLS OR OTHER OBSTRUCTIONS OF ANY KIND SHALL BE PLACED WITHIN THE LIMITS OF THE DRAINAGE EASEMENTS SHOWN ON THIS PLAT. NO LANDSCAPING, FENCES, OR OTHER TYPE OF MODIFICATIONS WHICH ALTER THE CROSS SECTIONS OF THE DRAINAGE EASEMENTS OR DECREASE THE HYDRAULIC CAPACITY OF THE EASEMENT, AS APPROVED, SHALL BE ALLOWED WITHOUT THE APPROVAL OF THE CITY ENGINEER. THE CITY OF MARION (AND THE COUNTY) SHALL HAVE THE RIGHT OF INGRESS AND EGRESS OVER GRANTOR'S ADJACENT PROPERTY TO REMOVE ANY OBSTRUCTIONS PLACED WITHIN THE LIMITS OF SAID DRAINAGES EASEMENTS AND TO MAKE ANY MODIFICATIONS OR IMPROVEMENTS WITHIN SAID DRAINAGE EASEMENTS 11. ANY DRIVEWAY CONSTRUCTION ON COUNTY ROADS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ROAD DEPT 12. ANY INSTALLATION OF SEPTIC SYSTEMS WITHIN THE UNINCORPORATED AREAS OF GUADALUPE COUNTY MUST BE PERMITTED BY THE GUADALUPE COUNTY ENVIRONMENTAL HEALTH DEPT 13. THE ELEVATION OF THE LOWEST FLOOR SHALL BE ELEVATED 10 INCHES ABOVE THE FINISHED GRADE OF THE SURROUNDING GROUND AS PRESCRIBED IN THE BUILDING REGULATIONS AND CODE OF ORDINANCES. FINISHED GRADES SHALL BE SLOPED TO DIRECT STORMWATER AWAY FROM THE STRUCTURE. 14. THE THOROUGHFARE ALIGNMENTS SHOWN ON THIS EXHIBIT ARE FOR ILLUSTRATION PURPOSES AND DO NOT SET THE ALIGNMENT. ALIGNMENT IS DETERMINED AT TIME OF FINAL PLAT. 15. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCES AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND PERMITS. 16. ALL OPEN SPACE, COMMON AREAS, GREENBELTS, DRAINAGE EASEMENTS OR OTHER AREAS IDENTIFIED AS PRIVATE SHALL BE THE RESPONSIBILITY OF OWNER OR OWNERS SUCCESSORS AND/ OR ASSIGNS PROVIDED SUCH SUCCESSOR OR ASSIGN IS APPROVED BY THE CITY. 17. A WAIVER TO FOREGO IMMEDIATE CONNECTION TO A PUBLIC WASTEWATER SYSTEM AT TIME OF PLATTING (REQUIREMENT IN UDC SEC. 21.15.3) IS REQUIRED FOR A PLAT TO MEET THE CITY'S SUBDIVISION REQUIREMENTS. THE WAIVER IS DISCRETIONARY FOR PLANNING AND ZONING COMMISSION TO EITHER APPROVE /DENY, AND IT WILL BE HEARD AS A SEPARATE ITEM RIGHT BEFORE THE PRELIMINARY PLAT. UTILITY NOTES: 1. WATER TO BE SUPPLIED BY: GREEN VALLEY SPECIAL UTILITY DISTRICT. THERE IS HEREBY DEDICATED A FIFTEEN (15) FOOT WIDE WATER DISTRIBUTION EASEMENT ALONG THE FRONT, SIDES, AND REAR OF ALL PLATTED LOTS FOR THE PURPOSED OF INSTALLATION, OPERATION, MAINTENANCE, REPAIR, AND REPLACEMENT OR ENLARGEMENT OF WATER MAIN(S), VALVES, FLUSH ASSEMBLIES, FIRE HYDRANTS, SERVICE LINES, METERS, AND ALL OTHER WATER DELIVERY COMPONENTS, 2. ELECTRIC SERVICE IS TO BE PROVIDED BY: GUADALUPE VALLEY ELECTRIC COOPERATIVE. 3. SANITARY SEWER SERVICE WILL BE BY: ON -SITE SEWAGE FACILITIES PERMITTED BY GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICE. NO STRUCTURE MAY BE OCCUPIED, UNLESS CONNECTED TO A PUBLIC SEWAGE SYSTEM, UNTIL A SEPTIC PERMIT, FOR THE ON -SITE SEWAGE FACILITY, IS OBTAINED FROM THE GUADALUPE COUNTY HEALTH AND PUBLIC SAFETY OFFICER. 4. PUBLIC WASTEWATER IS NOT AVAILABLE, THEREFORE WASTEWATER WILL BE PROVIDED BY OSSF FOR THE LOTS INDICATED ON THIS PLAT 5. NOTES #3 AND #4 ARE DONE BY THE APPROVAL OF THE CITY OF SCHERTZ PLANNING AND ZONING COMMISSION. GVEC NOTES: l.. ALL TRACTS ARE SUBJECT TO A 15' ELECTRIC AND COMMUNICATION EASEMENT ALONG ALL SIDE, FRONT AND REAR PROPERTY LINES. 2. EACH LOT IS SUBJECT TO A FLOATING 10' WIDE BY 40' LONG GUY WIRE EASEMENT TO BE LOCATED BY GVEC. 3. ALL EXISTING GVEC OVERHEAD LINES POSSESS A 30' CENTERLINE EASEMENT, 15' EACH SIDE OF LINE. 4. WHERE UNDERGROUND SERVICES ARE UTILIZED GVEC WILL POSSESS A 5 -FOOT WIDE EASEMENT TO THE SERVICE METER LOCATION. EASEMENT TO FOLLOW SERVICE LINE AND WILL VARY DEPENDING ON LOCATION OF BUILDING OR STRUCTURE. 5. ALL UTILITY EASEMENTS ARE FOR THE CONSTRUCTION, MAINTENANCE (INCLUDING BUT NOT LIMITED TO REMOVAL OF TREES AND OTHER OBSTRUCTIONS), READING OF METERS, AND REPAIR OF ALL OVERHEAD AND UNDERRGROUND UTILITIES. THIS PRELIMINARY PLAT OF 9.36 ACRES ON KOEHLER ROAD HAS BEEN SUBMITTED TO AND APPROVED BY GUADALUPE VALLEY ELECTRIC COOPERATIVE, INC. FOR EASEMENTS. (FELPS) FOR EASEMENTS, AGENT FOR GUADALUPE VALLEY ELECTRIC COOP., INC 1 t t O�YY V 00. 1 \, p O �O s �O O. cA0 O, tS -A 0 7 Z �0 'Cp o� i _..00� YOUNG SETH THOMAS (7.99 ACRES) 4098/256 G.C.O.P.R. RESIDENTIAL 4 I I f r d t r TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. TRACT 1 6.01 ACRES o O 0 1 1 rj 2 \� 1 \ GRAVEL DRIVE TRACT 2 \1 _ 3.35 ACRES_ \ _ 100' SAN ANTONIO PUBLIC \ SERVICE COMPANY EASEMENT 1 w u (572/501 G.C.D.R.) TRANSMISSION LINEy�$y2 K KOEHLER MELVIN R & MELVA B N: 13772200.9600 E: 2227976.5120 I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE SURVEY INFORMATION FOUND ON THIS PLAT WAS DERIVED FROM ACTUAL FIELD NOTES OF ON- THE - GROUND SURVEYS MADE BY ME OR UNDER MY SUPERVISION AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AT THE TIME OF THIS SURVEY. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. \ d 1 (7.06 ACRES) 1124/474 G.C.O.P.R. RESIDENTIAL t 13773080.4600 2228540.6020 t' i ..... ........ �Z 0 N�CD L O 7 T O � 2 1. BEARINGS, DISTANCES & ACREAGE ARE GRID, NAD 83 US TX SOUTH CENTRAL ZONE AND ARE DERIVED FROM NORMAL CPS TECHNIQUES FOR VRS NETWORK FOR NAD 1983 STATE PLANE TEXAS COUNT CENTRAL FIPS 4204 (US SURVEY FEET). 2. IRON ROD SET ARE 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED "INTREPID" 3. MONUMENTS WERE FOUND OR SET AT EACH CORNER OF THE SURVEY BOUNDARY OF THE SUBDIVISION. MONUMENTS AND LOT MARKERS WILL BE SET WITH 1/2 INCH IRON REBAR WITH PLASTIC CAPS MARKED 'INTREPID" AFTER COMPLETION OF UTILITY INSTALLATION AND STREET CONSTRUCTION UNLESS NOTED OTHERWISE. I HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN TO THIS PLAT TO THE MATTERS OF STREETS, LOTS AND DRAINAGE LAYOUT. TO THE BEST OF MY KNOWLEDGE THIS PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION ORDINANCE. THIS PLAN IS RELEASED FOR INTERIM REVIEW ONLY AND IS NOT TO BE USED AS THE FINAL DOCUMENT UNTIL ALL REVIEWS HAVE BEEN COMPLETED. REGISTERED PROFESSIONAL LAND SURVEYOR DATE LICENSED PROFESSIONAL ENGINEER DATE LEGEND: OWNER'S ACKNOWLEDGEMENT: STATE OF TEXAS COUNTY OF GUADALUPE I (WE) THE UNDERSIGNED OWNER(S) OF THE LAND SHOWN ON THIS PLAT, AND DESIGNATED HEREIN AS THE 9.36 ACRES ON KOEHLER RD SUBDIVISION TO THE CITY OF MARION, COUNTY OF GUADLAUPE, TEXAS, AND WHOSE NAME IS SUBSCRIBED HERETO, DO HEREBY SUBDIVIDE SUCH PROPERTY AND DEDICATE TO THE USE OF THE PUBLIC ALL STREETS, ALLEYS, PARKS, DRAINS, EASEMENTS, AND PUBLIC PLACES THEREON SHOWN FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED. VIRGIL P. SCHUMANN 927 KOEHLER ROAD MARION, TX 78124 STATE OF TEXAS COUNTY OF THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS DAY OF -- - - - - -- 20- BY NOTARY PUBLIC, STATE OF__________ MY COMMISSION EXPIRES: z3 ���. �• eara�y�xyr��rnlrrr -��76917[N�il� ili�[N�I� THIS LAND DEVELOPMENT PLAT HAS BEEN SUBMITTED TO AND APPROVED BY GREEN VALLEY SPECIAL UTILITY DISTRICT FOR EASEMENTS. UPON REQUEST OF THE CUSTOMER AND PAYMENT OF THE REQUIRED FEES, THE DISTRICT WILL PROVIDE DOMESTIC WATER SERVICE TO EACH LOT IN THIS SUBDIVISION, BY AGREEMENT WITH THE DEVELOPER. ---------------- - - - - -- -AGENT GREENVALLEY SPECIAL UTILITY DISTRICT CERTIFICATION BY CITY ENGINEER: I, THE UNDERSIGNED, CITY ENGINEER OF THE CITY OF SCHERTZ, TEXAS HEREBY CERTIFY THAT THIS SUBDIVISION PLAT CONFORMS TO ALL REQUIREMENTS OF THE SUBDIVISION REGULATION AND THE CITY AS TO WHICH THIS APPROVAL IS REQUIRED. CITY ENGINEER PLANNING AND ZONING COMMISSION: THIS PLAT OF 9.36 ACRES ON KOEHLER RD HAS BEEN SUBMITTED TO AND CONSIDERED BY THE PLANNING & ZONING COMMISSION OF THE CITY OF SCHERTZ, AND HEREBY APPROVED BY SUCH COMMISSION. BY CHAIRMAN BY SECRETARY PRELIMINARY PLAT ESTABLISHING 9.36 ACRES ON KOEHLER RD GUADALUPE, TEXAS PLAT OF 9.36 ACRES OF LAND OUT OF THE EMANUELA DE LOS SANTOS COY SURVEY, ABSTRACT NO. 87, IN GUADALUPE COUNTY, TEXAS, AND ALSO BEING A PORTION OF THAT CERTAIN 9.36 ACRE TRACT DESCRIBED IN VOLUME 609, PAGE 395 OF THE OFFICIAL PUBLIC RECORDS OF THE GUADALUPE COUNTY, TEXAS 0' 100' 200' 300' SCALE: 1" = 100' PLAT DATE: 9/l/2020 CURRENT DEED: VOLUME: 609, PAGE 395 G.C.O.P.R. BOUNDARY LINE O15' GREEN VALLEY SUD - - - - - -- ADJOINER LINE EASEMENT 590/799 G.C.D.R. ----- - - - - -- EASEMENT LINE Ci 27' GVEC EASEMENT - - - - - - EXISTING EASEMENT LINE - - - - - -- SURVEY LINE 0 15' ACCESS EASEMENT - OVERHEAD ELECTRIC 010' RIGHT OF WAY DEDICATION EXISTING Q} EXISTING SEPTIC LOCATION -a FIRE HYDRANTS + PROPOSED SEPTIC LOCATION O 1/2" IRON ROD FOUND * IRON PIPE FOUND 0 1/2" IRON ROD SET (BRG.- DIST.) RECORD CALL QD EXISTING WATER METER G. C. P. R. GUADALUPE COUNTY PLAT RECORDS G.C.O. P. R. GUADALUPE COUNTY OFFICIAL PUBLIC RECORDS G.C.D.R. GUADALUPE COUNTY DEED RECORDS SHEET 1 OF 1 FILE: 2020 \ENGINEERING \GUADALUPE \20 -0781 923 KOEHLER RD