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PZ 8-22-2018 AGENDA with associated documentsSCHERTZ PLANNING & ZONING COMMISSION HAL BALDWIN MUNICIPAL COMPLEX COUNCIL CHAMBERS 1400 SCHERTZ PARKWAY BUILDING #4 SCHERTZ, TEXAS 78154 City Schertz Core Values Do the right thing Do the best you can Treat others the way you would want to be treated Work together cooperatively as a team [�A0MCIZ4] t1 7N 2. HEARING OF RESIDENTS This time is set aside for any person who wishes to address the Planning and Zoning Commission. Each person should fill out the Speaker's register prior to the meeting. Presentations should be limited to no more than three (3) minutes. Discussion by the Commission of any item not on the agenda shall be limited to statements of 'specifzc factual information given in response to any inquiry, a recitation of existing policy in response to an inquiry, and /or a proposal to place the item on a future agenda. The presiding officer, during the Hearing of Residents portion of the agenda, will call on those persons who have signed up to speak in the order they have registered. 3. CONSENT AGENDA: A. Minutes for the August 8, 2018 regular meeting !�iknllllm Loom IMAM [", 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. ZC2018 -003 APPLICANT HAS WITHDRA WN THIS REQUEST Hold a public hearing, consider and make a recommendation to City Council on a A request to rezone approximately 5 acres of land from Single - Family Residential / Agricultural District (R -A) and General Business District (GB) to Neighborhood Services (NS) located northwest of the intersection of FM 1518 and West Schaefer Road. B. SUP2017 -001 Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit to allow a Convenience Store with Gas Pumps on an approximate 2 acre site. The property is more specifically described as the south east corner of the intersection of FM 1.518 and Maske Road, City of Schertz, Guadalupe County, Texas. C. ZC2018 -004 Hold a public hearing, consider and make a recommendation on an amendment of Part III, Schertz Codes of Ordinances, Unified Development Code (UDC), to Article 8 Special Uses and General Regulations, Subsection 21.8.2 Accessory Buildings, Uses and Structures associated Code of Ordinance amendment ** *Tabled at the August 8, 2018 Planning & Zoning Commission Meeting * ** Planning & Zoning August 22, 2018 Page 1 of 2 A. PC2018 -033 Consider and act upon a request for approval of a preliminary plat for the Fire Station #3 Subdivision, an approximately 5.02 acre tract of land located approximately 900 feet west of the intersection of FM 1518 and Lower Seguin Road, City of Schertz, Bexar County. 6. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a future Planning and Zoning Agenda B. Announcements by Commissioners. • City and community events attended and to be attended • Continuing education events attended and to be attended C. Announcements by City Staff. • City 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 August 3, 2018 and August 17, 2018. 7. ADJOURNMENT OF THE REGULAR MEETING CERTIFICATION I, Emily Grobe, Planner, of the City of Schertz, Texas, do hereby certify that the above agenda was posted on the official bulletin boards on this the 171h day of August, 2018 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. Ewtiy( v Emily Grobe, Planner I certify that the attached notice and agenda of items to be considered by the Schertz Planning & Zoning Commission was removed from the official bulletin board on day of , 2018. 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 August 22, 2018 Page 2 of 2 PLANNING AND ZONING MINUTES August 8, 2018 The Schertz Planning and Zoning Commission convened on August 8, 2018 at 6:00 p.m. at the Municipal Complex, Council Chambers, 1400 Schertz Parkway Building #4, Schertz, Texas. PLANNING & ZONING COMMISSION Michael Dahle, Chairman Ernie Evans, Vice Chairman Richard Brand Glen Outlaw Ken Greenwald Gordon Rae COMMISSIONERS ABSENT LaDonna Bacon 1. CALL TO ORDER: 04M 2. HEARIN 3. CO A. Minutes for the Mr. 4. PUBLIC to CITY STAFF Brian James, Acting City Manger Lesa Wood, Director of Planning &Community Dev. Dudley Wait, Executive Director Tiffany Danhof, Executive Assistant Bryce Cox, Senior Planner Emily Grobe, Planner Thomas Pinder. Fire Marshal Karen Mitchell, Mitchell Planning Group, LLC Chris Benny, Real Estate Manager 7- Eleven Corporate John Bennett ,Market Manager 7- Eleven Corporate Shane Partridge, Development Consultant David Tipton Development Leader, CET Engineering , 2018 regular meetings. to approve the minutes from July 25, 2018 . regular minutes. Mr. motion. The vote was 6 -0, motion carried. A. SUP2018 -002 Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit and associated conceptual site plan to allow a Convenience Store with Gas Pumps on an approximate 0.93 acre site. The property is more specifically described as Lot 6, Block I of the Tri- County Business & Industrial Park Unit JA Subdivision; City of Schertz, Guadalupe County, Texas; located at 17501 IH 35. Ms. Grobe gave a presentation on a request for a Specific Use Permit and associated conceptual site plan to allow a Convenience Store with Gas Pumps located at 1750111135. Minutes Planning and Zoning Commission August 8, 2018 . Page 1 of 4 She gave an explanation on the request to demolish the existing structure and construct a new convenience store, gas pumps and car wash. She indicated that on the public notices were sent out on July 27, 2018 and that staff had received no in -favor or opposed responses. Ms. Grobe explained the adjacent land uses to include a convenience store with gas pumps and restaurant. Ms. Grobe presented the proposed conceptual site plan to include the overall layout, landscaping, parking, and elevations. Ms. Grobe indicated that staff recommended a conditional approval of the Specific Use Permit to allow a convenience store with gas pumps. Ms. Grobe indicated the following conditions associated with the staff recommendation: TXDOT and the City of Schertz Engineering Department approve the Traffic Impact Analysis and the Drainage Report, a building permit is approved within one year of the adoption of the SUP ordinance; and the use begins operation within two years of the issuance of the necessary building permit. Mr. Dahle opened the public hearing at 6: Karen Mitchell, with Mitchell Playa development, background of 7 -Ele landscaping. Mrs. Mitchell also disc could lead to other development representatives that were there if nee were Chris Benny; Real Estate Mana of 7- Eleven Corporate; Shane Partri< Leader with CEI Engineering A applicants /businesses interested in establishments usinu.the existing bui Mr. Dahle closed the a Group, LLC, gave a presentation of the proposed E- Commerce, and proposed improvements of the �d the adjacent land uses and how improving this site ►rovements in the area. She mentioned the other 1 to answer questions. The representatives mentioned at 7- Eleven Corporate; John Bennett Market Manager Development Consultant; David Tipton Development ;fates. She indicated that there are two other e ;same location and would be proposing food g if the SUP were not approved. on existing drainage concerns, trees under the Mr. Dahle had a question on if the proposed store would be through a franchises or through corporate. hell indicated that the franchise is the business owner but the property and the grounds the building are all owned by corporate. Mr. Rae added a question on if the existing 7- Eleven business owner on FM 3009 would be infringed on his area of responsibility. Mr. Bennett indicated that the franchisee has to sign a franchise agreement that specifically outlines grounds and what they're responsible for. 7- Eleven has a standard that must be met. Mr. Rae provided clarification on his question if the franchisee has responsibility on the customer flow and foot traffic. Mr. Bennett mentioned that saturation issues have never come up with prior facilities. Minutes Planning and Zoning Commission August 8, 2018 Page 2 of 4 Mr. Benny indicated that 7- Eleven Corporate have a network plan to show impacts on surrounding stores when researching opening a new location. Mr. Outlaw wanted clarification on if the proposed Special Use Permit were approved, would the 7- Eleven be developed, since there are other applicants looking at this particular property. Mrs. Mitchell indicated that 7- Eleven is under contract for this proposal. Mr. Outlaw motioned to recommend approval to City Council of SUP2018 -002 with the Staff provided conditions. Mr. Rae seconded the motion. The vote was 6 -0, motion carried. B. ZC2018 -004 Hold a public hearing, consider and make a i Codes of Ordinances, Unified Development Regulations, Subsection 21.8.2 Accessory Ordinance amendment ** *Tabled at the July 25, 2018 Planning & n on an amendment of Part III, Schertz to Article 8 Special Uses and General �s and Structures associated Code of Meeting*** Mr. Greenwald motioned to remove ZC2018 -004 from the table for ,further discussion. Mr. Braud second the motion. The vote was 6 -0, motion carried. Mr. Cox indicated after staff reviewed the item in preparation for the meeting, there were some building and fire code conflicts that needed to be addressed prior to asking for a recommendation from the Commission. Mr. Cox noted that Staff is asking the Commission to table the item again for more discussion and be heard at the next following meetina. Kade Long, the Fire Chief for the City of Schertz gave a presentation on what staff had conceptually created at that time, with more staff discussion to follow after the meeting. Chief Long and Mr. Cox also explainedna graphic design presented to the Commissioners showing the City Staff proposed UDC Amendments. 6: There were closed the bublic hearing at 6:37 P.M. had a discussion on the graphic design between the fire code and Mr. Cox wanted to be clear that this graphic design is what Staff will be carrying forward and Staff wants to have more discussion on the written portion prior to the Commission making a recommendation to the City Council. Mr. Evan recommended a revision to reinstate having all sheds be permitted. He indicated that he is an advocate for all sheds to be permitted for the reason that this will be the only way to prevent future trouble and safety issues. Mr. Greenwald indicated that the biggest concern is the safety of the fire department. Mr. Rae questioned if there is an IT solution process started. Minutes Planning and Zoning Commission August 8, 2018 Page 3 of 4 a Mr. Cox explained that just changing the requirement for permitting of all sheds would not resolve issues with code enforcement on accessory buildings. He indicated the best way to close misunderstanding with residents is to have more outreach and communication. Mr. Outlaw motioned to table ZC2018 -004 agenda item for staff to review and bring forward altered proposed UDC language. Mr. Greenwald seconded the motion. The vote was 6 -0, motion carried. REQUESTS AND ANNOUNCEMENTS: A. Requests by Commissioners to place items on a futu Mr. Braud requested a UDC updated on the placement c B. Announcements by Commissioners. • City and community events attended and to be • Continuing education events attended and to be No Commissioners spoke. C. Announcements by City Staff. • City and community events attended and to bi • Monthly Financial Report (June) with admini • NEW CITE PLAN APPLIC ATIf1W The �aarr naa no 6. ADJOURNT The meeting Chairman, Planning anc Minutes Planning and Zoning Commission August 8, 2018 Page 4 of 4 8 and August 3, 20 THE REGULAR MEETING: at 6:58 P.M. Planning and Zoning Agenda. trees located under a utility easement. attended. ,natively approved plats were no new site plan applications velopment Department between July Recording Secretary, City of Schertz TO: Planning and Zoning Commission PREPARED BY: Emily Grobe, Planner CASE: SUP2017 -001 South East Corner of the intersection of FM 1518 and Maske Road — Specific Use Permit and associated Conceptual Site Plan SUBJECT: Hold a public hearing, consider and make a recommendation on a request for a Specific Use Permit to allow a Convenience Store with Gas Pumps on an approximate 2 acre site. The property is more specifically described as the south east corner of the intersection of FM 1518 and Maske Road, City of Schertz, Guadalupe County, Texas. GENERAL INFORMATION: Owner: B. Richards Group, Inc. Applicant / Project Engineer: KLove Engineering, LLC , Laurie Rothman December 20, 2017 April 3, 2018 May 16, 2018 June 28, 2018 (Original Application) (Revised Submittal) (Revised Submittal) (Revised Submittal) BACKGROUND: The owner is requesting to and construct a new convenience store, gas pumps, and car wash and other associated site improvements. PUBLIC NOTICE: Five (5) public hearing notices were mailed to surrounding property owners within two hundred (200) feet of the subject property on August 9, 2018. At the time of this staff report no responses have been received. ITEM SUMMARY: The applicant is requesting a Specific Use Permit with associated conceptual site plan to allow a convenience store with gas pumps on an approximate 2 acre lot located at the south east corner of the intersection of FM 1518 and Maske Road. The proposed development includes a 4,500 square foot convenience store with five (5) gas pumps, and a 1075 square foot car wash. The subject property is currently undeveloped / vacant land. Access to the site is proposed to be through two new driveways, one located off Maske Road and the other located off FM 1518. The subject property is currently zoned General Business (GB). LAND USES: Adjacent P North South East West Right -of -way (RO1 General Business Right -of -way (ROW) General Business (GB) F.0,100 Maske Road Undeveloped / Vacant FM 1518 Undeveloped / Vacant IMPACT ON EXISTING ADJACENT DEVELOPMENT: The subject property is adjacent to FM 1518 and Maske Road and undeveloped land. This property and all adjacent properties are designated for commercial uses and zoned General Business (GB). The comprehensive land use plan identifies this area as Single Family Residential. However this portion of central Schertz was adopted in 2002, this was prior to the recent modifications and requested from the AICUZ study identifying this property as part of the accident potential zone which is not an ideal location for single family residential homes. Since the Schertz Sector Plan amendment did not review this area, the subject property is still identified as Single- Family Residential desired property although located within the accident potential zone. Since this property is on the hard corner of FM 1518 and Maske Road and surrounded by General Business zoned properties the requested land use is compatible with the surrounding land uses and zoning in the area. AICUZ IMPACT: The proposed subject property is within the Accident Potential Zone II or APZ 2 of the east runway at JBSA Randolph. Per the Unified Development Code Article 5, Section 21.5.9 Special Districts: A request for zoning change for a property located within the AICUZ requires written notification to Randolph Air Force Base of the proposed development, type occupancy, occupant load, hours of operation, and any special conditions of the project. An acknowledgement from Randolph Air Force Base is required in order for the zone change to proceed forward through the zoning process. Due to this requirement the applicant has submitted documentation from Randolph Air Force Base which indicated that approving the request as presented with the conditions of limiting the Floor Area Ratio to 0.22 for the convenience store with fuel pumps will not adversely impact operations and delivery of mission requirements at JBSA Randolph. With review of the proposed conceptual site plan in relation to the requirements from JBSA Randolph, the calculations resulted in the current layout only a 0.11 Floor Area Ratio for the site, which is under the specified limit. However, staff is proposing a conditional approval of the Specific Use Permit that no additional development can be completed on this site that would exceed the Floor Area Ratio over the specified 0.22. CONCEPTUAL SITE PLAN: The applicant is proposing to construct a 4,500 square foot convenience store with five (5) gas pumps, and a 1075 square foot car wash on the approximately 1.994 acre tract of land. Architectural Standards: Section 21.9.5 Exterior construction and Design standards requires all non- residential buildings to meet the minimum material requirements, fagade articulations and percentage of windows and doors. The proposed building elevations comply with the Exterior Construction and Design standard. The building will be constructed of a brick and stucco finish. The convenience store building has two front facades, due to having double frontage. The south elevation, which faces FM 1518, will consist of 31 % windows and doors. The west elevation, which faces Maske Road, will consist of 31 % windows and doors. The gas canopy will be constructed of a brick and stucco finish while the car wash will be constructed of a brick finish. Additionally, the building complies with the vertical and horizontal articulations on all required walls. K • Parking: The site has twenty four (24) parking spaces of which one (1) will be handicap parking which meets the minimum parking standard for the proposed use. • Screening requirements: The site has satisfied the minimum requirements for the location and screening. The trash receptacle will be constructed of masonry with metal gates that meet the minimum requirements. • Lighting and glare standards: The applicant will be responsible for complying with Section 21.9.11 Lighting and Glare standards at the time of building permit. • Landscaping_ The UDC requires that non - residential development adjacent to right -of -way must install a landscape buffer. Twenty six (6) trees are proposed along FM 1518 and Maske Road, which complies with the required ratio of one (1) tree per twenty (20) feet along FM 1518 and the required one (1) tree per fifty (50) feet along Maske Road. A total of five (5) Mexican Sycamores, seven (7) Bur Oaks, seventeen (17) Shumard oaks, six (6) Live Oaks, nine (9) Cedar Elms are proposed to be planted on the site. Shrub screening will be planted adjacent to FM 1518, Maske Road, and the northern and eastern property line. The proposed landscaping meets the requirements from the UDC. All landscaping will be watered by an automatic irrigation system. • Access and circulation: The site is proposed to be accessed through two driveways, one of which takes access from FM 1518 and the other which takes access of Maske Road. TXDOT has reviewed the proposed conceptual site plan and has approved the proposed access onto FM 1518. Additionally, the City of Schertz Engineering Department has reviewed and approved the proposed access onto Maske Road. A twenty four foot fire lane is proposed on the property to allow for emergency vehicle access. STAFF ANALYSIS AND RECOMMENDATION: Staff recommends approval of the Specific Use Permit to allow a convenience store with gas pumps conditioned upon the following occurring: a) No additional development will be allowed on this property that would cause the Floor Area Ratio to exceed the JBSA Randolph specified 0.22; and b) A building permit is approved within one year of the adoption of the SUP ordinance; and c) The use begins operation within two years of the issuance of the necessary building permit(s). Planning Department Recommendation Approve as submitted X Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is making a recommendation to City Council on the proposed Specific Use Permit and associated site plan application. In considering action on a Specific Use Permit application, the Commission should consider the criteria within UDC, Section 21.5.11 D. Attachments: Aerial (Map) SUP Exhibit Conceptual Site Plan Exhibit 3 4e 19 .01 r-. r Ivi 1010 114. SCHERTZ, TEXAS 78154 (VOL. 4255, POS 554, MPRGCT) ABS: 153 SUR:T HERRERA 7.0100 AC. I -7 0- WWMH /KS' O lb 1.994 AC. 1.94 Acres (86,8796 Sq Ft.) DRAINAGE ESM'T Q F_ F.M. 1518 1 � , , Dlf'UT OF AAIAV LAND USE: RESIDENTIAL OWNER: ZONING:GBROBE-2 (RT GENMAZE ERAL BUSINESS 11) L X I` Fl! N (3 PARCEL ID. 64724 ER It-" H-P, I N r I ; T2301 E. I'M 1518 N. pS I C Fl j R It SCHERTZ, TEXAS 78154 (A LAND USE: RESIDENTIAL (VOL.945, PG. 73l_MP1;=TF____ ZONING: GB-2 (GENERAL BUSINESS 11) ABS: 1 _Sl 53 U_R�T HERRERA 0.8010 AC.i I AND 11'.;F- RF.;If)FNTIAI nXAlKI97P- PnQI7PT KAA7r7 I AKIn IMP- PP(ZInPKITIAI I I i m OWNER (DEVELOPER B. RICHARDS GROUP, INC. 19715 MESSINA SAN ANTONIO, TX 78258 OFFICE: (210) 274-0072 EMAIL: ZAPIAIN.GOGMAILCOM CIVIL ENGINEER KLOVE ENGINEERING, LLC. 22610 US HIGHWAY 281 N., STE 204 SAN ANTONIO, TEXAS 78258 OFFICE: (210) 485-5683 WWW. K LOVEEN GI N EER I N G. COM ATTN.:SAMUEL COREY RAYBURN, P.E. craybrun@kloveengineering.com SURVEYOR: GIBBONS SURVEYING & MAPPING, INC, 150 WEST RHAPSODY DRIVE SAN ANTONIO, TX 78216 OFFICE: (210) 366-4600 ATTN.: GARY GIBBONS I ilk 150 9 1. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL #48187CO220F, DATED NOVEMBER 2, 2007, THIS SUBDIVISION IS LOCATED IN ZONE "X" AND IS NOT WITHIN THE 100—YEAR FLOODPLAIN. LEGEND EXISTING DESCRIPTION ET ZC PROPERTY (R!LINE/ Q) Q) SUBDIVISION BOUNDARY 0 LJJ L'u u ADJACENT PROPERTY BENCHMARK pp� POWER POLE E- DOWN GUY OF r FIRE HYDRANT ------------ w ------------- WATER LINE ------ ww— WASTEWATER LINE ---------- CAS ------------ GAS LINE ------- OHE ------- OVERHEAD ELECTRIC (PRIMARY) wwuH 0 WASTEWATER MANHOLE (SIZE VARIES) Co WASTEWATER CLEANOUT CURB CHAINLINK FENCE 0 CONCRETE SIDEWALKS CONTOUR ROW DEDICATION EXISTING ACRES: 1.994AC. (PRE-DEVELOPMENT) PROPOSED ACRES: 1.994 AC. (POST DEVELOPMENT) PROPOSED USED: CONVENIENCE STORE WITH GAS PUMPS CAR WASH, AUTOMATED ZONING: G13 (GENERAL BUSINESS) (1) PROPERTY ADDRESS OWNER ADDRESS: (2) PROPERTY ADDRESS OWNER ADDRESS 0 PROPERTY ADDRESS OWNER ADDRESS: ® PROPERTY ADDRESS OWNER ADDRESS e PROPERTY ADDRESS OWNER ADDRESS: @ PROPERTY ADDRESS OWNER ADDRESS 2301 E. FM 1518 N. SHERTZ, TEXAS 78154 4243 THOUSAND OAKS DRIVE, APT. 261 SAN ANTONIO, TEXAS 78217 E. FM 1518 N SCHERTZ, TEXAS 78154 1041 RICHMOND DRIVE SCHERTZ, TEXAS 78154 E. FM 1518 N SCHERTZ, TEXAS 78154 4243 THOUSAND OAKS DRIVE, APT. 261 SAN ANTONIO, TEXAS 78217 2305 E. FM 1518 N. SCHERTZ, TEXAS 78154 3006 EAST LAKE FALLS CIRCLE SPRING, TEXAS 77386 E. FM 1518 N SCHERTZ, TEXAS 78154 3112 NORTH FM 1518 SCHERTZ, TEXAS 78154 E FM 1518 N SCHERTZ, TEXAS 78154 19715 MESSINA SAN ANTONIO, TEXAS 78258 NAME: SUBDIVISION NAME: NOT APPLICABLE (PROPERTY IS UNPLATTED) ADDRESS: FM 1518, SCHERTZ, TEXAS 78154 PREPARARTION DATE: SEPTEMBER 12, 2017 ACREAGE: 1.994 ACRES (86,876.36 SQ.FT.) LEGAL DESCRIPTION: 1.994 ACRES OUT OF THE TORIBIO HERRERA LEAGUE NUMBER 68, ABSTRACT NUMBER 153, GUADALUPE COUNTY, TEXAS, BEING OUT OF A 24.486 ACRES TRACT, WHICH IS THAT SAME CERTAIN 25.000 ACRES TRACT RECORDED IN VOLUME 4255, PAGE 554 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS SAVE AND EXCEPT THAT PORTION CONVEYED IN VOLUME 4191, PAGE 727 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. ABSTRACT NUMBER: 153 SURVEYOR: GARY A. GIBBONS, GIBBONS SURVEYING & MAPPING,INC. R.P.L.S. NO.: 4716 CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS. (y) Oo U 'o 42) tn ET ZC . a z Q) Q) W * c3) E 0 LJJ L'u u Z Q) 2 (L) Z�N0O 7' E 42 ui� OF r .4 /SAMUEL jO COREY F�A BU N ............. 40 0t*****.************ : o 115141 ENS NAB "06 06/181 Lu 0 �6 z 0 U) Lu ry C'j 00 I'- C:, 0 z < 4 X U) Lu U) F_ LIJ - r- 0 Z < 0 6i Z < u_ z0 < W W Z 3: 0 Z 0 00 u) T_ 00 r- LL. LLI ad < x uj Wj LLI Q~ 0 LL LL LLJ Z y r V) LEI < Q 0- V) 0 DESIGNED BY: SCR DRAWN BY: RQ SCALE: 1"=40' DATE: 01/04/18 SHEET NO. Cl ■ LANDSCAPE ORDINANCE COMPLIANCE , 1. LANDSCAPING REQUIRED TOTAL SITE AREA (SCOPE OF WORK): 96,674 SF -- —�— --- - - -� -- - - - -� -- 29% TOTAL LANDSCAPE REQUIRED: 19,335 SF LANDSCAPING REQUIRED _ ++ + TOTAL LANDSCAPING PROVIDED: 25,255 (26.1 %) SF LANDSAPING PROVIDED + + �L �L L L LLLL LLL LLLLL�� LLLLLL��LLLLLLLLLL ��L + TOTAL TREES REQUIRED: / / + !_- L,L LLLL L� LLL � LL �� L� LLLLLLLLLL LLLL (9) TREES PER ACRE (43,560 SF) 27 TREES REQUIRED / w w w + \ - -- LLL� LLL LLLL LLB ��LLLLLLLL L L + — - -- L + TOTAL TREES PROVIDED ON SITE: 44 TREES PROVIDED /� / __- - - i - L -L—. 4 91 _1! 44+ J �- LANDSCAPING IN FRONT YARD LANDSCAPING IN FRONT YARD REQUIRED: 19,335 SF x 40 %: 7,734 SF LANDSCAPING IN FRONT YARD PROVIDED: 33,960 SF (439.1 %) PROVIDED / � / � / S�Ss--SS C SASS SS--S SASS + ° + PARKING LOT LANDSCAPING - s // W W w W W TOTAL PARKING LOT AREA: 10,935 SF x 10 %: 1,094 SF PARKING LOT LANDSCAPING REQUIRED TOTAL PARKING LOT LANDSCAPING PROVIDED: 1146 SF (10.4 %) PROVIDED / _ C-) �� s / / + ° + w w WSW w/ W w + s + +° ° - + TREES REQUIRED PER PARKING LOT: 1,084 SF / 400 SF: 3 TREES REQUIRED PER PARKING LOT - C-) � -LLL + TREE PROVIDED IN PARKING LOT: 4 TREES + L -LLL ,I + M M M M LLB + PROPOSED BUILD NG LLL + w + + + FF= 740.70 -LLL + LLL + PERIMETER LANDSCAPING -LLL + LINEAR FOOTAGE ALONG MASKS ROAD: 278 FT 150 FT: 6 TREES REQUIRED / + L _ TOTAL TREES PROVIDED ALONG MASKS ROAD: 6 TREES PROVIDED w W L -- + L LINEAL FOOTAGE ALONG F. M. 1518: 383 FT / 20 FT: 20 TREES REQUIRED / w w + + + + ® + I TOTAL TREES PROVIDED ALONG F.M. 1518: 20 TREES PROVIDED + L L L L + LINEAL FOOTAGE ALONG ABUTTING EAST PROPERTY 280 FT / 50 FT: 6 TREES REQUIRED / ++ L L + / L L + TOTAL TREES PROVIDED ALONG EAST PROPERTY. 6 TREES PROVIDED s �� LINEAL FOOTAGE ALONG ABUTTING NORTH PROPERTY 256 FT /50 FT: 6 TREES REQUIRED / /�i� + + + TOTAL TREES PROVIDED ALONG EAST PROPERTY: 6 TREES PROVIDED / �� ° / ! + L Lw L + IRRIGATION �� V V ALL REQUIRED LANDSCAPE AREAS SHALL BE MAINTAINED WITH AN AUTOMATIC ++ L 7 L + I / w w UNDERGROUND IRRIGATION SYSTEM. / w A + v w + BUFFER ORDINANCE COMPLIANCE Adjacent tracts to the North and East are the same �� + �� + zoning classification {CB }, no buffer required. / / �� , ��'. . .. + _ -- II III II II � � II 1I 1 II III II II �w w w w w \w o � � - - - - - -- _ - -- -- „ w _ WWMH 0 i HF N w __ 0OHE w _ __ OHE ONF �, E OHE OHE ,ONE _ — —� —� Oy L c N� O w w - �— / ON E W 0HE—w— Qy E w w w . w - <c— . OHE O'E _ -QHH. . P— E Q �' J / PANT SCHEDULE SIZE = CALIPER OR SPREAD QTY. SYM. SCIENTIFIC NAME COMMON NAME HGT. SIZE CONDITION REMARKS TREES 5 PM Platanus mexicana MEXICAN SYCAMORE - 3" CAL. B and B DECIDUOUS / SINGLE STEM 7 QMa Quercus macrocarpa ------ - 3" CAL. Band B DECIDUOUS / SINGLE STEM 17 QS Quercus shumardii SHUMARD OAK ------ 3" CAL. Band B DECIDUOUS / SINGLE STEM 6 QV Quercus virginiana LIVE OAK - 3" CAL. Band B EVERGREEN / SINGLE STEM 9 UC Ulmus crassifolia CEDAR ELM - 3" CAL. Band B DECIDUOUS / SINGLE STEM SHRUBS 9 DW Dasilyrion wheeled SOTOL _ 5 GAL. EDGE OF PAVEMENT ACCENT / PLANT AT AS SHOWN 7 HP Hesperaloe parviflora RED YUCCA - 5 GAL. ACCENT / PLANT AS SHOWN 49 LGC Leucophyllum frutescens 'Gn. Cloud' 'GREEN CLOUD' CENIZO - PANT SCHEDULE SIZE = CALIPER OR SPREAD QTY. SYM. SCIENTIFIC NAME COMMON NAME HGT. SIZE CONDITION REMARKS TREES 5 PM Platanus mexicana MEXICAN SYCAMORE - 3" CAL. B and B DECIDUOUS / SINGLE STEM 7 QMa Quercus macrocarpa BUR OAK - 3" CAL. Band B DECIDUOUS / SINGLE STEM 17 QS Quercus shumardii SHUMARD OAK - 3" CAL. Band B DECIDUOUS / SINGLE STEM 6 QV Quercus virginiana LIVE OAK - 3" CAL. Band B EVERGREEN / SINGLE STEM 9 UC Ulmus crassifolia CEDAR ELM - 3" CAL. Band B DECIDUOUS / SINGLE STEM SHRUBS 9 DW Dasilyrion wheeled SOTOL _ 5 GAL. ACCENT / PLANT AT AS SHOWN 7 HP Hesperaloe parviflora RED YUCCA - 5 GAL. ACCENT / PLANT AS SHOWN 49 LGC Leucophyllum frutescens 'Gn. Cloud' 'GREEN CLOUD' CENIZO - 5 GAL. EVERGREEN / PLANT AT 4' -0" O.C. 7 LMY Lantana montevidensis'New Gold' 'NEW GOLD' LANTANA - 1 GAL. PERENNIAL / PLANT AT 30" O.C. 100 PAC Plumbago auriculata'Capensis' CAPE PLUMBAGO - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. 6 ROP Rosmarinus off icianallis'Prostrata' PROSTRATE ROSEMARY - 1 GAL. EVERGREEN / PLANT @ 24" O.C. 82 RRZ Rosa'Radrazz' 'RADRAZZ' KNOCK -OUT ROSE - 5 GAL. EVERGREEN / PLANT AT 3' -0" O.C. 9 SG Salvia greggii RED SALVIA - 3 GAL. EVERGREEN / PLANT AT 30" O.C. 49 VS Viburnum suspensum SANDANKWA VIBURNUM - 5 GAL. EVERGREEN / PLANT AT 4' -0" O.C. GROUNDCOVERS AND GRASSES - Cynodon dactylon'419' '419' HYBRID BERMUDAGRASS - SOLID SOD SEE SPECIFICATIONS Cynodon dactylon'Blackjack' 'BLACKJACK' BERM UDAGRASS - HYDROMULCH SEE SPECIFICATIONS F . IVI. 1518 TING i U DING T U CAl6 to Sheet 1-1.0 for overall Landscape Plan, Detail, Calculations, and Plant Schedule. Refer to Sheet X1.1 for Enlarged Landscape Plan. o Sheet L2.0 for Specifications. Scale: 1" = 20'-0" 0 10' 20' 40' DESIG PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 14607 San Pedro Ave., Suite 200 San Antonio, Texas 78232 210.831.8564 jrobinson (phorizondesign- sa.com ��,pNDSCgoF q- *;0B /NS CyJ, tA� 375 OF fhe, user of this file a�ree5 to a55urre all re5por5ibilit,j for anti rnodificatior5 to or use of this drawincl file that i5 inconsistent with the requiremert5 of the Rules and Pe�datior5 of the fexa5 oard of Archtect)ral �xarwrer5, No perm maq +make anq rnorl if1c,*M5 to this electronic drawircl file wth� the bawl >cc�pe kch&�A 5 express written perrni55ion, OWNER a Richards PROJECT Group, Inc. Hop C—Store Maske Road Schertz, • "• Schertz, Texas 8 REVISIONS 1. City Comments 3/29/18 2. City Comments 5/11/18 4. City Comments 8/17/18 � � r D a Checked By: jr Sheet Title: i VERALL ♦ ' ♦• ♦ I■■R�� Date: Issue December t 34 I X + + _AA, A'A'A A'A'A A A A + A + A + A A A A A A A A A + 12 L__ L__ L__ L__ + VLL L LLLL LLL _LLL LLLLLL L LLLLLLLLLLL LLLL 0 L 1 /8" X 4" METAL I= DG ER - TYP. @ L LLL,*L PLANTER AREAS AS SHOWN L L L LL L _LL_ L L L LOS— L + V L�7 LLB _LL LLLLLLL LLI LL LL + LL ------ —7—L L + L L LL INGRESS / EGRESS EASE MENT - REF. + CIVIL PLANS / / / FUNDERGR LIND UTILITIES Is (TYP.) -RE .CIVIL PLANS S _SS__SS_SS SS_SS__SS SS__SS —S — s- S + SS o SS/ SS S S + I W_ w w w W w W—W—W UL_W_W_W__W Z% S U) XA + 2 Q + 0 + 0 3 '-, S + + S 0 7 M _LLL� _LLL M_ —M —m- LLL 2 _1 C + 3 _LLL U PROPOSED BUILDING _LLL� + UNDERGROUND UTILITIES (TYP.) _LLL� + + + + REF. GENERAL NOTES FF- 740,70 _LLL� + _j + _LLB� + _LLL ■ LL� + AR, LL� 3 + 3 I\J L� + + + + + QS L L 0 N� + + 3 • • LL i + J + Cj 2 + 3 _LL Ll + + 3 41 41 Q ,- + Ma UNDER ROUND UTILITIES LLL1 {TYP REF. CIVIL PLANS ES Qs� (TY C9 36 L 1w L I + 4�( + I + + + + + _LLL1 � �� + LLB El El El El ❑ ❑ ❑ ❑ ❑ El LL 0 L I _ V + + LLL� 1'/8-- X'4" M`ETA' EDGER' + I /Q\� -TYP.@ PLANTER + , AREAS AS SHOWN 1:1 ❑ El ❑ 1:1 ❑ El ❑ El ❑ El ❑ El ❑ El ❑ El ❑ El + %X C + &L + F PROPOSED GAS PUMPS H 11 H H 1I i 11 H H H H H H 1� H i UN ERGROUND UTILITIES 11 H IN I h IN 11 H H HH HIM H CANOPY STRUCTURE EASEMENTS (TYP.) _ULLIJUL[L 9 A4 (TY EF. CIVIL PLAN;�A REF. CIVIL PLANS 0 + A + 35 35 46 + + + + + A A+ :F + + A + kA. A+A+A+At V 0 qMa ','as 08,_ _�Qm_a _-,-Qma� Qua �u UC, C�, �,Pm, �Pm� PM, U0, UG�_,_ Z EASEMENT REF. CIVIL PLANS \"S 51- WMH Z /W OtiF , ---------- M F. GENERAt-NOTES 16' WATER EASEMENT REF. CIVIL PLANS UNDERGROUND UTILITIES (TYP) - - - - - - --- --- - - - - - - - -- — ------ . . . WWMH M M OHE OH =AV-- UHt OHf OHE OHF 5' SIDEWALK - REF. CIVIL PLANS Z 5' SIDEWALK - REF. CIVIL PLANS HE OHE QHF uNr 0 �OHE \F_ 7LG77— OHE 0 OHE QHE OHE OHE ---- --- OHe 0HE" OH&----\7- OHE�� 04 E HE OHE 4 HE 'OH OHE OHE 0Hf-- OHE ------------------ d — OHE OHE OHE FF--------- -- EDGE OF PAVEMENT ................ ............... F M 1.c;1 R Scale: 1/16" = 1'-0" Refer to Sheet L1.0 for Overall Landscape Plan, Detail, Calculations, and Plant Schedule. Refer to Sheet L1.1 for Enlarged Landscape Plan. Refer to Sheet L2.0 for Specifications. I z Z 0 8' 16' 32' DESIGR W ow-a--aC-VC-L-B-FVE1W71 PLANNING LANDSCAPE ARCi- 31TECTURE DEVELOPMENT CONSULTING 24607 San Pedro Ave., Suite 200 San Antonio, Texas 210.831.8564 jrobinson(phorizondesign-saxorn 0 a- vko 375 OF 11he, user of this file a�ree5 to a55urne all re5por5bilfi,j for anti modificatior5 to or use of this drawing file that i5 rcon-,15ter+ with the requirerner+,5 of the Rules and Pe�ulatior5 of the fexa5 hoard of Arclh+&Lral �xarwrer5, No per- 'en maq wake anq rnod f1c,*M5 to this electronic drawiro� file w+hc�,it the L ard>Ci�,�Are kch itect, 5 express written perrni55ion, OWNER Richards roup, Inc. bFbr .11NA111C . *Jill l]L#� PROJECT Iop_ In C-Store Maske Road Schertz, TX 1518 • Maske Rd. Schertz, Texas 78154 REVISIONS 1. City Comments 3/29/18 2. City Comments 5/11/18 1 City Comments 6/28/18 4. City Comments 8/17/18 Drawn By: bc Checked By: jr L1.1 Issue Date: December 13, 2017 1.1 Work Included A. Place and spread topsoil and planting mix. B. Install edging at planterareas. C. Excavate and prepare plant pits. D. Place plants in pits and backfill with planting mix. E. Prune plants. F. Apply mulch to planter areas. G. Install solid sod, hydromulch, or seed mix. H. Guarantee plants. 1. Inspect plants during the Guarantee Period. 1.2 Reference Standards A. Nomenclature and size. All plants must be true Uo 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. 01300 1 . Indicate chemicals to be employed, manufacturer's 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, anie. federal regulations for the type of material proposed and that the material is not toxic to humans and animals if applied per the manufacturer's written instructions. B. Submit topsoil sample (min. 1 -gal. bag) in accordance with Sec. 01300 1 . Indicate topsoil supplier source. 2. Provide laboratory test results indicating compliance w/ topsoil composition requirements. C. Submit planting mix sample (min. 1 -gal. bag) in accordance with Sec. 01300 1 . Indicate planting mix supplier source. 2. Provide laboratory test results indicating compliance w/ planting mixi composition requirements D. Submit bark mulch sample (min. 1 -gal. bag) in accordance with Sec. 01300 1 . Indicate bark mulch supplier source. E. Submit decomposed granite sample (min. 1 -gal. bag) in accordance with Sec. 01300 1 . Indicate decomposed granite supplier source. F. Submit river rock sample (min. 1 -gal. bag) in accordance with Sec. 01300 1 . Indicate river rock supplier source. F. Submit irrigation system product data in accordance with Sec. 01300. 1 . Provide manufacturers' cut sheets indicating compliance with all equipment specified in the Irrigation 1A 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, including death and unsatisfactory growth, for a period of 12 months following the date of Substantial Completion. If replacement plants are installed, they will be guaranteed for an additional 12 months following their installation. 1.7 Responsibilities of Owner and Contractor A. The Contractor will provide monthly inspections of 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 Owners 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 at no expense to the Owner. Any reimbursement from other trades or contractors shall be the 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 1.8 Final Inspection A. At the conclusion of the guarantee period, the Landscape Architect will inspect the planting to 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 Uo 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 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 10 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 com, bondin and bondin& c=Mv and contact information for their bonding company. B. Should the subcontractor selected by the General Contractor default on the contract, fail to complete the work in conformance with the Contract Documents or enter into bankruitci the Owner will �g the Landsca 2.1 Materials 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 to tur1grass growth. Topsoil composition will be not less than 7% nor more than 12% clay and not more than 12% silt. B. Planting Mix. Plant mix composition will be 35% compost, 33% red sand, 16% composted topsoil, and 16% 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 lbs. per 100 SF. 2. For lawns - Min. 1 lb. of actual nitrogen per 100 SF of lawn area, min. 4% phosphoric acid, and min. 2% potassium. Provide nitrogen in a form that will be available to tur1grass during the initial period of growth and in a minimum 50% 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 C. All plants will comply with state 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 be nursery stock. Any plants gathered from native stands must be kept under nursery conditions for a minimum of 1 full growing season, 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 to reach the sides of the container. Root-bound container-grown plants will be rejected. K Container sizes of a large grade than listed in the American Standard for Nursery Stock (ASNS) shall b determined by the volume of the root ball specified in the ASNS for plants of the same size. 1. 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 th( appropriate sections of the ASNS. K. All plants which have girdled roots, stem, or major branch, have deformities of the stem or major branc 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 is increased proportionally. Root balls must be tight, unbroken, and free of weed or foreign plant growth. Root balls shall have the following depth-to-diameter 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 N. Plants stored under temporary conditions will be the responsibility of the Contractor and must be Xrotected at all times from extreme weather conditions N,,ZmisAdatirig the root balls with sawdust soil mulch or other approved measure. Plants stored on paved areas must be separated from the pavement with an insulating layer. 0. Protecting stored plants from theft or vandalism will be the sole responsibility of the Contractor. Any stolen plants will be replaced at no cost to the 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, minimurr. 12-gauge, with zinc-coated turnbuckles. Provide minimum 1/2" diameter rubber or plastic hose, cut to required 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-Dessicant: Emulsion type, film-forming agent designed to permit transpiration but retard excessive loss 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+, AG 9-4+ by Deep Root Partners, L.P. (or equal), (1-800-458-7668) to protect new trees from damage by string trimmers and mowers. 3.1 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 of Subsoil A. Inspect subsoil for the presence of objectionable materials such as rocks (2" diameter and greater), concrete waste buildina debris weeds, frass and other material that would be detrimental to the �srowth of plants and turilgrass. 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 storage, cultivate to a depth of 6". 3.3 Spreading Topsoil A. See lawn installation for topsoil spreading procedures in0mrfgoass areas. B. Spread topsoil and planting mix Uo required finish grades. 0|0mr1qnaas areas with topsoil \oaminimum depth of4.^ C. Cultivate with a mechanical tiller to break up clods and cultivate by hand in inaccessible areas. Rake until the surface iesmooth. 11, Remove from the site any foreign or objectionable material collected during cultivation. -= 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 it is firm and settled with a smooth surface, watering, drying, and re-grading as necessary. The landscape Contractor is solely responsible for ensuring positive drainage regardless of the condition *f the subgrade. If extreme pr objectionable conditions exist, notify the Landscape Architect before 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. '+ All planting areas must be prepared so that they remain free of debris and weeds until planting occurs. 1. 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 of 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. 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, irrigation lines, and conduits. If 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 ��.pproved by the Landscape Architect. Each plant will be planted in an 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, etc., 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 trade. Excess excavation from plant pits shall be either used elsewhere or removed from the site entirely. 1. 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 oosen the sides and bottom of the pit so that water will drain effectively. The pit will be a minimum of 9" 0eeper than the depth of the root ball and will have a crown from the middle to the sides in order to direct 0rainage away from the root ball. Place planting mix in the bottom of the pit and tamp down to prevent settling. 1'ackfill the pits with planting mix in layers no greater than 9" and tamp down to avoid settling. Provide enou0_ 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 so water will pond and soak into the root ball. Stake trees immediately after planting, then remove the stakes after one (1) year. 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 a minimum of 12" 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 so that water will drain effectively. The :O,epth of the pit will be sufficient to accommodate 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 �Aditional water and soak the root ball. After planting has been approved, apply bark mulch to a depth of 2" ��.round all plants in the planting area. All ground cover material will be planted as follows: 1 . One gallon material will be planted the same as 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. ,J. 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. i. 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" in diameter 2.nd 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 *r as 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. 3.6 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 in a direction perpendicular to the natural flow of water. After the topsoil has been spread, mechanically till the area to a depth of 4 , then roll rake and drag to remove all large clods, rocks, debris, and litter over 1 " in diameter. Dispose of clutter at an off-site location. C. Using a lightweight, water-filled roller, roll the raked topsoil in two (2) opposite directions. 11. Rake the rolled topsoil to a smooth, level surface, removing ridges and filling depressions. Remove all remaining rocks and debris over 1" in diameter. Hold the finish grade 1-1/2" below adjacent curbs, sidewalks, paving, and other hard surfaces. Apply the fertilizer at a rate of 2 lbs. per 1000 SF. Rake the fertilizer into the surface soil at a depth of 1/2" to 1 Roll the fertilized topsoil in one (1) direction, water lightly of the surface soil is dry, then allow to dry. 1. Lay the sod within 24 hours of stripping. Working from plywood boards to avoid disturbing the topsoil or sod, but the ends and sides of sod strigs without overlaa- sta er striii�s to offseQoints in adjacent courses, ;md tamp or roll lightly to 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 of 20% (5:1), 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 t# deter foot traffic. M. Water as necessary to keep the sod damp at all times through germination and initial growth period. 37 Hydromulch A. Seed 1. Fresh, clean, new-crop seed, meeting USDA rules and regulations under the Federal Seed Act and Texas Seed Law for purity and germination. 2. Free of objectionable foreign material. 3. Treated with approved fungicide bya commercial or state laboratory not more than @ months prior 1othe date ofplanting. 4. Wet, moldy, nr damaged seed will not beaccepted. 5. Seed Mixture: i. If planting occurs between May 15 and September 1, provide Sultan bermudagrass seed at 2 lbs. PLS per 1OOOSFof seeded area. ii� |f planting occurs between September 2 and May 14. provide Gulf annual 0egmsm seed ot8|by. PLS per 1OOOSFuf seeded area. Return hojobeiha between May 1G and May 3O after all ryegmae has died, till the hydromulch area, and re-apply the hydromulch with Sultan bermudagrass seed at 2|ba. PLS per 1OOOSFof seeded area. iii. If planting in shaded areas between September 2 and May 14, provide Hound Dog Fescue seed at 3 lbs. PLS per 1OOOSFof seeded area. B. Aomaaaohes 1. Fertilizer: Commercial lawn fertilizer, water soluble, GU96 slow release. 2. Water: Clean, fresh, and free from foreign substances ormaterial. 3. Glue agent: Contractor's standard type, non-detrimental 0oseed. 4. Wood mulching agent: Contractor's standard type, non-detrimental to seed. G. Stakes: Softwood |umber, chisel pointed. @. String: Organic fiber. C. Hydvomu|ohing Slurry Mix 1. Mix specified seed, fertilizer, and wood mulching agent in water, using equipment specifically designed for hydnoaeedapplication. Continue mixing until blended uniformly into e homogenous slurry suitable for hydraulic application. 2. Proportion slurry mix aafollows: I. Wood mulching agent: 45|be. per 1OOOSFof seeded area ii. Water soluble fertilizer: G|be. per 1OOOmf seeded area iii. Glue agent: 1 lb. per 1OOOSFof seeded area iv. Seed D. Subsoil Preparation 1. Remove from subsoil all objectionable material such as concrete waste, building debris, rubbish, weeds, grass, stumps, and rocks greater than 1^indiameter. 2. Protect existing underground improvements. 3. Cultivate Une depth of3^in areas Uo receive topsoil. |f subsoil ia compacted due \o equipment \naffioor storage, cultivate Uoe depth of8^ E. Topsoil Spreading 1� Spread topsoil ot minimum specified depth iu required finish grade. 2. Cultivate topsoil with a mechanical tiller 0o break upclods. |n areas inaccessible by tiller, cultivate by hand. 3. Rake until topsoil surface is smooth. 4. Remove from the site any objectionable materials collected during cultivation. 5. Fine grade Uneliminate rough and low spots where ponding ormanceUing would occur. Maintain smooth, uniform grades, working topsoil, watering, drying, and re-grading as necessary to produce a firm, smooth, and settled soil profile. & The landscape subcontractor shall be responsible for assuring positive drainage regardless of the aubgmdeoondiUon. If extreme or objectionable subgrade conditions exist, notify the Landscape Architect prior Uo spreading topsoil. 7. Mix the specified soil amendments and fertilizer with topsoil at rates specified. Do not mix fertilizers if hydnomu|oh will not be applied within 3days. 8. Maintain all prepared planting areas free uf weeds and debris. Q. Planting area weed control shall consist of removing all existing weeds and maintaining a weed-free condition in accordance with the approved weed control plan until project completion. 10. Protect adjacent vegetation from damage due to overspray or misplaced application of weed control chemicals. Replace all plants mistakenly treated with weed control chemicals at no cost to the Owner. F. Hydnooeeding 1 Examination i. Verify that the topsoil profile has been prepared in accordance with this Section and is ready to receive the planting. ii. Apply seeded slurry with a hydraulic seeder evenly in 2 intersecting directions. iii. Identify seeded areas with stakes and string around the entire perimeter. Space stakes ad max. 1Gfeet O.C. and set string height Un12^ above adjacent finish grade. G. Cleaning 1. Maintain the construction, storage, and planting areas free from the accumulation of waste materials and rubbish. 2. Clean all paved areas that become soiled during landscape installation. Remove dirt, planting materials, and debris. 3. Clean in accordance with Sections O1GOO and O17OO. 3.8 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 to a distance of three (3) feet around each new tree and large shrub and 12" around each new small shrub and ground cover. 3.9 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 in no case less than 30 days following Substantial Completion. This will include keeping all plants in a 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 be kept free of mulch at 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. D. The lawn establishment period will begin immediately after the lawn planting area has been accepted b the Landscape Architect, will extend for a minimum of 30 days or until the end of the contract, and will consist of caring for all lawn areas within the project limits of work. E. During the lawn establishment period, the Contractor will be responsible for ensuring healthy growth of the turilgrass. 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 clippin edging, and any necessary re-sodding and repair. F. During the lawn establishment period the Contractor will as often as conditions dictate mow the turfgraE to a cutting height of 1-1/2". The tur1grass shall never exceed 3" in height and all clipping will be removed frot the site. G. During the months of March through September, the Contractor will edge at least once every month or as 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 I . Final acceptance of the lawn areas will be based on he presence of a uniform stand of grass at a uniform grade at the time of final inspection. Areas 24" square and large that are bare, have a poor stand of grass, or have an finish Crade that is not uniform will be at the Contractor's ex�ense re raded, re-sodded, an fertilized as specified herein. J Upon completion of the initial planting, the Landscape Architect will make an inspection of all plantings and noti4YA the Contractor in writinj of an - ylacements or corrective actions necessaig to meet the wrovisiom, 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 be of the same species, size, and quality. All rejected plants will be replace( within 30 days of notification. 310 Acceptance A. Upon receipt nfa 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. Refer to Sheet L1.0 for Overall Landscape Plan, Detail, Calculations, and Plant Schedul Refer to Sheet L1.1 for Enlarged Landscape Plan. Refer to Sheet L2.0 'Tor Specifications. I DESIGN AND DEVELOPMENT PLANNING LANDSCAPE ARCHITECTURE DEVELOPMENT CONSULTING 1^oo7 San Pedro xve, Suite 2on San Antonio, Texas 78232 210.831.8564 jrobinson(phorizondesign-sa.corn �� u^'| /��'||�^ �� 11he, u��ernFthi-, file o�rem to a!�rne all re5pon5bilb,I for anq mm]|ficat|or��tooru-.eofth|5 draw|mq file that |�5 incun*|*te-4 with the requ|remen+,5 oftkie P,de5 and Pe�dmt|un!�cfthe fexa�!��o�rduf/�rclh+acLral �xam|nar5 Nopar-lormaq make anq rnmJ|f1c,*unsto{�|e electronic dnnw|no� file wd�(mt the [and!�ci�,�Arekch itect 5 mxpnm!��, writtanPenn|**|on OWNER B. Richo-trids Group, Inc. rby* Mirleve-07- �1� PROJECT Hop-in C-Store Schertz, TX Schertz, Texas 78154 REVISIONS 1. City Comments 4. City Comments ZONE MA 4 =0 Sheet Title: 4919 �� AIfITCQ° 1. ACCORDING TO FLOOD INSURANCE RATE MAP, PANEL #48187CO22OF AND #48187CO210F, DATED NOVEMBER 2, 2007, THIS SUBDIVISION IS LOCATED IN ZONE "X" AREA OF MINIMAL FLOOD HAZARD AND IS NOT WITHIN THE 100 -YEAR FLOODPLAIN. SITE PAVING: PARKING AREA TO BE PAVED WITH ASPHALT. 4" YELLOW STRIPE (TYP BUILDING USE GROSS FLOOR AREA (FT.2) CONVENIENT STORE AUTOMATIC CAR WASH 4,500 SF 1,075 SF PARKING STORAGE STANDARDS PROPERTY (R.O.W.) LINE/ - MINIMUM PARKING RATIO REGULAR MINIMUM ALLOWED PARKING TOTAL REQUIRED PARKING ACTUAL /PROPOSED PARKING 1 PER 250 SF 1 PER 200 OV Q) ZQ) r o ADJACENT PROPERTY (xxx) --- 19715 MESSINA 18 1 6 24 24 HANDI - CAPPED (ADAl REQUIRED REGULAR H.C. PARKING REQUIRED VAN ACCESSIBLE PARKING PROPOSED H.C. PARKING SAN ANTONIO, TX 78258 LIGHT POLE PO 1 POWER POLE 1 OFFICE: (210) 274 -0072 1 BICYCLE PARKING N/A 12'x12'x8' TALL MASONRY / DUMPSTER ENCLOSURE • WITH SOLID METAL GATES. S 63 44� 243.56 _ _ _ ABS: 153 SUR: T HERRERA HEADER p 2 CURB 83.457 AC. "FARM" cAOOAO � SO (VOL. 2017, PGS 639 -644, MPRGCT) �, �S TSFO- / OWNER: BIEGERT PROPERTIES, LTD o, o e 25.0' T'z ! f R20.0' R50.0' N � R5.0 ' R25.0 5 .5' o R50.0' 825.0' ROPOSED 2'x2' GRATE 30.0' 1 LET CARWRS H CONVENIENCE STORE K) o 1075 S.F. rB B 8 o 4500 S.F. 1.0. ,n SiF/ 5.8' 90.4' 8' 27.0' 0 G 20 cv 3 u 10.0' O 7.8' N F15. 0 815.0' TYP. a ti � V I I I lb O . Q U� ±142 LF HOSELAY� t9iLF HOSELAY FROM PROPOSED FIRE LANE FIRE L FROM PROPOSED 7.994 Acres 850.0' N .0' (86,876 Sq. Ft) R25 Ol ' j 58.2' _ �0, PR POSED / OFO�C ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2'x2' GRATE / qp /O�Y D D D D D INLET / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ B s 3 \ A2' \ Op / / R35.0' PROPOSED ul 4C1 ,�'C'z �R, " ROPOS D 35' cR 2'x2' GRATE INLET o �..IDO1`� 3��43�1 (��,33. R50.0' Ess EsM'T M w R25.0 PROPOSED PROPOSED 15' ELEC„ GAS, PROPOSED 3'x3' / STORM DRAIN TE E. & cATV. EsM'T J�IVCTION BOX °�. PROPOSED UNDERGROUND o R20.0' FUEL TANK / �� •c= • X03 - a - - W (PROPOSED 16' 24' FIRE LANE O 31:: 1 WATER ESM'T L6 9 Lo s r . , Jr � I N 6-3� °44'20" W 38353' F.M. 1518 (RIGHT OF WAY VARIES) — - LAND USE: RESIDENTIAL GB - -2 (GENERAL BUSINESS il) ABS: 153 SUR: T HERRERA 1.5800 AC. LAND USE: RESIDENTIAL (VOL. 945, PG. 973, MPRGCT) OWNER: ROBERT MAZE GB- 2(GENERAL BUSINESS II) ABS: 153 SUR: T HERRERA 2.5380 AC. (VOL. 2017, PG. 21233, MPRGCT) OWNER: JONELL MAZE KING i i I CONC. RIP -RAP PROPOSED D STORM PIPE a. 27.5' _ — �-) GB (GENERAL BUSINESS) ABS: 153 SUR: T HERRERA 8.1000 AC. (VOL- 4255, PG. 554, MPRGCT) OWNER: B RICHARDS GROUP, INC. 2.027 Acres (88,313 Sq. Ft.) 4' CHAIN LINK FENCE DETENTION POND PROPOSED DRAINAGE ESMY PROPOSED -PROPOSED 10' STORM DRAT CONC. RIP -RAP DRAINAGE ESM'T 5'x5' ROCK O RUBBLE i GATE I i_"�CONC. RIP -RAP LAND USE: RESIDENTIAL IAL GB -2 (GENERAL BUSINESS II) - - -- ABS: 153 SUR: T HERRERA 0.9460 AC. (VOL. 12335, PGS 566, MPRGCT) - OWNER: JOE & PENNY KAY MAZE PROPOSED USE: ZONING DISTRICT: LEGEND EXISTING PROPOSED DESCRIPTION LOT AREA: 1.994 ACRES (86,876 SQ.FT.) PROPERTY (R.O.W.) LINE/ - :_ B. RICHARDS GROUP, INC. SUBDIVISION BOUNDARY — - - — OV Q) ZQ) r o ADJACENT PROPERTY (xxx) --- 19715 MESSINA RECORD INFORMATION IMPERVIOUS COVER (SQUARE FOOTAGE & PERCENTAGE): 51,732 SF / 60% BENCHMARK LP* SAN ANTONIO, TX 78258 LIGHT POLE PO 4,500 SF CONVENIENT STORE POWER POLE E- OFFICE: (210) 274 -0072 DOWN GUY O 1,075 SF CAR WASH TRANSFORMER (SIZE VARIES) (GENERAL BUSINESS II) EMAIL: ZAPIAIN.G®GMAIL.COM FIRE HYDRANT CURB 153 SUR: T HERRERA 0.8010 AC. HEADER CURB 23' -0 ", ONE -STORY z O MHTEX0387796/797 SAWTOOTH CURB RETAINING WALL 945, PG. 973, MPRGCT) -uii- CO w CHAINLINK FENCE 0.064:1 OWNER: SIDEWALKS OCONCRETE 678 --678-- CONTOUR _ -'�-�- DIRECTION OF FLOW TOTAL PARKING: x785.00TC SPOT ELEVATION /TOP OF CURB X755.50 x785.00 SPOT ELEVATION NUMBER OF HANDICAP SPACES: 1/1 (REQUIRED /PROVIDED) SWALE = 1-- z Q CONCRETE PAVEMENT D O ASPHALT PAVEMENT D 0 FIRE LANE I WWW.KLOVEENGINEERING.COM LANDSCAPE AREA 00 O ROW DEDICATION BENCHMARKS TBM #1 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 420 FT NORTH OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 739.30' TBM #2 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 170 FT NORTHEAST OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 736.94' THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NAME: SUBDIVISION NAME: NOT APPLICABLE (PROPERTY IS UNPLATTED) ADDRESS: FM 1518, SCHERTZ, TEXAS 78154 PREPARARTION DATE: SEPTEMBER 12, 2017 ACREAGE: 1.994 ACRES (86,876 SQ.FT.) LEGAL DESCRIPTION: 1.994 ACRES OUT OF THE TORIBIO HERRERA LEAGUE NUMBER 68, ABSTRACT NUMBER 153, GUADALUPE COUNTY, TEXAS, BEING OUT OF A 24.486 ACRES TRACT, WHICH IS THAT SAME CERTAIN 25.000 ACRES TRACT RECORDED IN VOLUME 4255, PAGE 554 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS SAVE AND EXCEPT THAT PORTION CONVEYED IN VOLUME 4191, PAGE 727 OF THE OFFICIAL PUBLIC RECORDS OF GUADALUPE COUNTY, TEXAS. SURVEYOR: GARY A. GIBBONS, GIBBONS SURVEYING & MAPPING,INC. R.P.L.S. NO.: 4716 CITY OF SCHERTZ, GUADALUPE COUNTY, TEXAS. CONVENIENT STORE WITH GAS PUMPS AND CAR WASH, AUTOMATED. GENERAL BUSINESS, "GB" u01 11618 JONES MALTSBERGER RD. SAN ANTONIO, TX 78216 OFFICE: (210) 421 -8890 ATTN: GENEVIE RAMIREZ Q) Oo U `O L? L0 Q) 00 _o Zg LOT AREA: 1.994 ACRES (86,876 SQ.FT.) LIJ OWNER /DEVELOPER :_ B. RICHARDS GROUP, INC. N OV Q) ZQ) r o z Sz Q) E3 — — ----- — - - --- 19715 MESSINA OF TF 1! IMPERVIOUS COVER (SQUARE FOOTAGE & PERCENTAGE): 51,732 SF / 60% — _ _ 115141 `�i SAN ANTONIO, TX 78258 BUILDING AREA (GROSS SQUARE FOOTAGE): 4,500 SF CONVENIENT STORE LAND USE: RESIDENTIAL OFFICE: (210) 274 -0072 1,075 SF CAR WASH GB -2 (GENERAL BUSINESS II) EMAIL: ZAPIAIN.G®GMAIL.COM 0 ABS: 153 SUR: T HERRERA 0.8010 AC. BUILDING HEIGHT (FEET AND NUMBER OF STORIES): 23' -0 ", ONE -STORY z O MHTEX0387796/797 (VOL, 945, PG. 973, MPRGCT) CO w F.A.R.: 0.064:1 OWNER: ROBERT MAZE CIVIL ENGINEER - - -- KLOVE ENGINEERING, LLC. ' _ 22610 US HIGHWAY 281 N., STE 204 TOTAL PARKING: 24/24 (REQUIRED /PROVIDED) SAN ANTONIO, TEXAS 78258 U � Z CNI NUMBER OF HANDICAP SPACES: 1/1 (REQUIRED /PROVIDED) ��O Lo Z O = 1-- z Q OFFICE: (210) 485 -5683 w z O O 0 I WWW.KLOVEENGINEERING.COM 00 O C0 LL. V) ATTN.: SAMUEL COREY RAYBURN, P.E. J Q °- M ON Ld ~ craybrun@kloveengineering.com V) W u01 11618 JONES MALTSBERGER RD. SAN ANTONIO, TX 78216 OFFICE: (210) 421 -8890 ATTN: GENEVIE RAMIREZ Q) Oo U `O L? L0 Q) 00 _o Zg L.L N LIJ O W v LU Z� N OV Q) ZQ) r o z Sz Q) E3 WC/')L OF TF 1! of.... : ................... ......... SAMUEL COREY RAYBURN� °. ...°° ....................e..... 115141 `�i ENG; 06 27/18 w Q 0 z O CO w of U � Z CNI Q U) OW OwE- ��O Lo Z O = 1-- z Q z m GO w z O O 0 00 Q (ri L0 00 O C0 LL. V) cod X J Q °- M ON Ld ~ LL � V) W Ld Z � Q U 0 0 DESIGNED BY: SCR DRAWN BY: JAR SCALE: 1"=40' DATE: 09/11/17 SHEET NO. Cl ■ 17' -0" d- M 4' -0" 4' -0" 3 COAT STUCCO / PAINT 2' -0" 14' -10" 0 2' 0" 2' -0" SEXTERIOR ELEVATION 1/8" = 1' -0" THIS ARTICULATION OFFSETS THE BUILDING BY 2' -0" TOP OF PARAPET WALL TOP OF PARAPET WALL E j Cp M� C? - ih - N � 0 0 N bo O 3 COAT STUCCO / PAINT Eo Eo 6" PRE - FORMED MASONRY CAP 56'-4" 48' -4" 13' -8" 44'-4" 94' -4" 56'-4" 2' 0" SECURITY DOOR AT LADDER 94' -4" N EXTERIOR ELEVATION 1/8" =1' -0" 16-10" 4' -0" VERTICAL AND HORIZONTAL ARTICULATION OFFSETS THE BUILDING BY 2' -0" -� 1MT� TAT -AW� 3 COAT STUCCO /PAINT PRE- FORMED Eo Eo 3 COAT STUCCO / PAINT 4' -0" 2' -0" 17' -0" THIS ARTICULATION OFFSETS THE BUILDING BY 2' -0" i 0 ire 3 COAT STUCCO / PAINT Yai BO M 0 M N 0 GENERAL FACADE INFORMATION BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 5,998 SOUTH FACADE INFORMATION 1000 GROSS AREA OF SOUTH FACADE ELEVATION 1,999 NET AREA OF SOUTH FACADE ELEVATION 1,375 AREA OF WINDOWS AND GLASS DOORS 624 STUCCO SQUARE FOOTAGE 716 _ BRICK SQUARE FOOTAGE 410 OTHER (METAL) SQUARE FOOTAGE 249 OTHER (METAL) SQUARE FOOTAGE 282 WALL MATERIAL LEGEND MTL -1: BERRIDGE HS -8 / AWARD BLUE OR APPROVED EQUAL(APPROVE COLOR WITH OWNER)(CONTRACTOR TO PROVIDE A SAMPLE) GUTTERS TO BE CHARCOAL GRAY WITH ARCHITECTURAL PROFILE. DOWNSPOUTS TO BE FLUROPON LIGHT STONE MAS -1: HEADWATERS 8" SPLIT FACE CMU - GRAY GRANITE MAS -2: ACME BRICK - MODULAR SIZE - BLADE CUT TEXTURE - GALENA ELP374 MORTAR COLOR: SPECTRUM MORTAR / KRETE / COLORED TO MATCH BLOCK CAULKING: BASF SONOLASTIC / SONNEBORN / OFF WHITE SEALANT: PROSOCO,INC /SURE KLEAN WEATHER SEAL /BLOK GUARD & GRAFFITI CONTROL, AT A MINIMUM RATE OF 1 GALLON FOR EVERY 60 SQUARE FEET. GENERAL FACADE INFORMATION BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 5,998 NORTH FACADE INFORMATION 1000 GROSS AREA OF SOUTH FACADE ELEVATION 1,999 NET AREA OF SOUTH FACADE ELEVATION 1,952 AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 329 STUCCO SQUARE FOOTAGE 555 BRICK SQUARE FOOTAGE 1,115 OTHER (METAL) SQUARE FOOTAGE 282 �t n _On � V 0 N co O �I o � N O CV � O O TOP OF PARAPET WALL TOP OF PARAPET WALL MTL -1 AT AWNING 0 M N 0 VERTICAL AND HORIZONTAL ARTICULATION OFFSETS THE BUILDING BY 2' -0" PRE - FORMED - MASONRY CAP � i-SF- GENERAL FACADE INFORMATION BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 5,998 EAST FACADE INFORMATION 1000 GROSS AREA OF SOUTH FACADE ELEVATION 1000 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 329 BRICK SQUARE FOOTAGE 620 OTHER (METAL) SQUARE FOOTAGE 51 4' -0" VERTICAL AND HORIZONTAL ARTICULATION OFFSETS THE Ar BUILDING BY 2' -0" 18' -0" 3 COAT STUCCO / PAI 16' -2" 18' -0" 52' -2.. EXTERIOR ELEVATION E 1 /8" =1' -0" 3 COAT STUCCO / PAINT EXTERIOR ELEVATION 1/8" =1' -0" En in M 0 16' -2" GENERAL FACADE INFORMATION BUILDING TYPE TOTAL BUILDING FACADE AREA COMMERCIAL 5,998 SOUTH FACADE INFORMATION GROSS AREA OF SOUTH FACADE ELEVATION 1000 NET AREA OF SOUTH FACADE ELEVATION 688 AREA OF WINDOWS AND GLASS DOORS 312 STUCCO SQUARE FOOTAGE 330 BRICK SQUARE FOOTAGE 308 OTHER (METAL) SQUARE FOOTAGE 50 4' -0" 9 i1MO TOP OF PARAPET 0 in TOP OF PARAPET WALL] MTL -1 MTL -1 AT AWNING 0 Zh O N O cV t t DATE EXP.DATE R R D E S I G N 11618 JONES MALTSBERGER RD. S A N A N T O N I O , TEXAS 7 8 2 1 6 V O I C E: ( 2 1 0) 4 2 1 - 8 8 9 0 GENEVIE @BU ILDMODERNSA.COM THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF R +R DESIGN GROUP AND MAY NOT BE REPRODUCED, ALL OR IN PART. WITHOUT WRITTEN CONSENT FROM GENEVIE RAMIREZ AND DAVID ROBERTSON. R +R DESIGN GROUP, LLC IS A DESIGN AND DEVELOPMENT FIRM, NOT AN ENGINEERING FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED AND CONSULTED IMMEDIATELY REGARDING FRAMING, WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE, WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT. R +R DESIGN GROUP, LLC ARE NOT TO BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES OR PROBLEMS ARISE. PROJECT Hop In Fuel Station Maske Rd & FM 1518 Schertz, TX 78154 OWNER 19715 Messina San Antonio, Texas 78258 210- 274 -0072 PROJECT NUMBER 17 -Hopis Y }y. �"� Y�i� 44's� �,��4. rK�ru �� ,f fsz. or " S I 'rUr i 41 d L,.. `? ,"", 1 1 IN, 3 a K NO. DATE DESCRIPTION OF ISSUE CONSULTANT SHEET TITLE Exterior Elevations DATE BAR LENGTH ON ORIGINAL DRAWING EQUALS 1 INCH 24 April 2018 KIN I SHEETNUMBER CITY APPROVAL ■ M M M 0 -v 0 d- 2' -10" I. 3' -10" 12 1.5 � SSOUTH ELEVATION 1/4" = 1' -0" EEAST ELEVATION 1/4" = 1' -0" CARWASH ° ENTRANCE 26' -0" 10'-0" ►mil 41'-4" M M 0 ADD CONDUIT FOR FUTURE SIGNAGE 3' -8" M F; GENERAL FACADE INFORMATION BUILDING TYPE TOTAL BUILDING FACADE AREA COMMERCIAL 1,650 SOUTH FACADE INFORMATION 1,650 GROSS AREA OF SOUTH FACADE ELEVATION 713 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 AREA OF WINDOWS AND GLASS DOORS 27 STUCCO SQUARE FOOTAGE 0 BRICK SQUARE FOOTAGE 579 OTHER METAL SQUARE FOOTAGE 134 ADD CONDUIT FOR FUTURE SIGNAGE GENERAL FACADE INFORMATION BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 1,650 SOUTH FACADE INFORMATION 264 GROSS AREA OF SOUTH FACADE ELEVATION 264 NET AREA OF SOUTH FACADE ELEVATION 237 AREA OF WINDOWS AND GLASS DOORS 27 STUCCO SQUARE FOOTAGE 0 STUCCO SQUARE FOOTAGE 0 BRICK SQUARE FOOTAGE 237 OTHER (METAL) SQUARE FOOTAGE 42 WALL MATERIAL LEGEND MTL -1: BERRIDGE HS -8 / AWARD BLUE OR APPROVED EQUAL(APPROVE COLOR WITH OWNER)(CONTRACTOR TO PROVIDE A SAMPLE) GUTTERS TO BE CHARCOAL GRAY WITH ARCHITECTURAL PROFILE. DOWNSPOUTS TO BE FLUROPON LIGHT STONE MAS -1: HEADWATERS 8" SPLIT FACE CMU - CHARCOAL MAS -2: ACME BRICK - MODULAR SIZE - BLADE CUT TEXTURE - GALENA ELP374 MORTAR COLOR: SPECTRUM MORTAR / KRETE / COLORED TO MATCH BLOCK CAULKING: BASF SONOLASTIC / SONNEBORN / OFF WHITE SEALANT: PROSOCO,INC /SURE KLEAN WEATHER SEAL /BLOK GUARD & GRAFFITI CONTROL, AT A MINIMUM RATE OF 1 GALLON FOR EVERY 60 SQUARE FEET. ROOF SLOPE; METAL ROOF ADD CONDUIT FOR FUTURE SIGNAGE M F_ M M 0 ADD CONDUIT FOR FUTURE SIGNAGE DOUBLE BULLNOSE AT SILL 3' -8" CARWASH EXIT 10'-0" NORTH ELEVATION N 1 /4" = 1' -0" 6-8" ...................................................... .........................10' -8" ................ ............................... 6-8" 41'-4" W WEST ELEVATION 1 GENERAL FACADE INFORMATION BUILDING TYPE TOTAL BUILDING FACADE AREA COMMERCIAL 1,650 NORTH FACADE INFORMATION 1,650 GROSS AREA OF SOUTH FACADE ELEVATION 264 NET AREA OF SOUTH FACADE ELEVATION 237 AREA OF WINDOWS AND GLASS DOORS 27 AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 0 BRICK SQUARE FOOTAGE 237 OTHER (METAL) SQUARE FOOTAGE 42 12 X1.5 26' -0" GENERAL FACADE INFORMATION BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 1,650 WEST FACADE INFORMATION GROSS AREA OF SOUTH FACADE ELEVATION 409 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 0 BRICK SQUARE FOOTAGE 237 OTHER METAL SQUARE FOOTAGE 42 OPEN bo DOUBLE BULLNOSE AT SILL CITY APPROVAL N 6' -8" t t DATE EXP. DATE R R D E S I G N 11618 JONES MALTSBERGER RD. S A N A N T O N I O , TEXAS 7 8 2 1 6 V O I C E: ( 2 1 0) 4 2 1 - 8 8 9 0 GENEVIE @BU ILDMODERNSA.COM THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF R +R DESIGN GROUP AND MAY NOT BE REPRODUCED, ALL OR IN PART. WITHOUT WRITTEN CONSENT FROM GENEVIE RAMIREZ AND DAVID ROBERTSON. R +R DESIGN GROUP, LLC IS A DESIGN AND DEVELOPMENT FIRM, NOT AN ENGINEERING FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED AND CONSULTED IMMEDIATELY REGARDING FRAMING, WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE, WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT. R +R DESIGN GROUP, LLC ARE NOT TO BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES OR PROBLEMS ARISE. PROJECT Hop In Fuel Station Maske Rd & FM 1518 Schertz, TX 78154 OWNER B. Richards Group, Inc. Gerardo Briseno 19715 Messina San Antonio, Texas 78258 210- 274 -0072 PROJECT NUMBER 17 -Hopin C? NO. DATE DESCRIPTION OF ISSUE CONSULTANT SHEET TITLE Car Wash Exterior Elevations DATE BAR LENGTH ON ORIGINAL DRAWING EQUALS 1 INCH 2 March 2018 I ` BONIN SHEETNUMBER A4.02 C2 0 0 M 0 4' -3" ' V -6" 13'- 415/16" w STUCCO 0 4�t GAS STUCCO CANOPY GAS CANOPY METAL COLUMN CAST STONE CAP N O MASONRY WAINSCOT (MAS -2) 3' -8" 2' -8" 12'- 215/16" 2' -8" NEXTERIOR ELEVATION 3/16" = V -0" 144' -0" 13'- 415/16" V -6' 13'- 415/16" 1' -6' 13'- 415/16" V -6' 13'- 415/16" V -6' 13'- 415/16" 1' -6' 13' -0 9/16" V -6' 13'- 91/4" V -6' 13'- 415/16" 1' -6' 4'- 013/16" 12'- 215/16" 2' -8" " 12'- 215/16" 2' -8" " 12' -2 15/16" 2' -8" 12'- 215/16" 2' -8" 12'- 215/16" 2' -8" " 11' -10 9/16" 2' -8" " 12'- 71/4" 2' -8" 12'- 215/16" 2' -8" GENERAL FACADE INFORMATION 4' -3" BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 1,880 NORTH FACADE INFORMATION 13'- 415/16" GROSS AREA OF SOUTH FACADE ELEVATION 792 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 V -6' 13' -0 9/16" STUCCO SQUARE FOOTAGE BRICK SQUARE FOOTAGE 432 320 GENERAL FACADE INFORMATION 4' -3" BUILDING TYPE COMMERCIAL TOTAL BUILDING FACADE AREA 1,880 SOUTH FACADE INFORMATION 13'- 415/16" GROSS AREA OF SOUTH FACADE ELEVATION 792 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 V -6' 13' -0 9/16" STUCCO SQUARE FOOTAGE BRICK SQUARE FOOTAGE 432 320 144' -0" 01 01 01 01 01 01 4' -3" V-60' 13'- 415/16" V -6' 13'- 415/16" V -6 13'- 415/16" V-60' 13'- 415/16" V-60' 13'- 415/16" V -6 13'- 415/16" V -6' 13' -0 9/16" V -6 13'- 91/4" V -6 13'- 415/16" V -6' 4'- 013/16" STUCCO L— GAS STUCCO CANOPY 0 GAS CANOPY METAL COLUMN i CAST STONE CAP zo 0 CV MASONRY WAINSCOT (MAS -2) 3' -8" " 2' -8" " 12'- 215/16" 2' -8" SEXTERIOR ELEVATION 3/16" = V -0" 12' -2 15/16" 2' -8" GENERAL FACADE INFORMATION BUILDING TYPE TOTAL BUILDING FACADE AREA COMMERCIAL 1,880 EAST FACADE INFORMATION GROSS AREA OF SOUTH FACADE ELEVATION 148 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 72 BRICK SQUARE FOOTAGE 48 y 12' -2 15/16" 2' -8" 12' -2 15/16" 2' -8" 12' -2 15/16" L-L L-0 IJ- IV L-0 L-0 E EXTERIOR ELEVATION 3/16” =1' -0" 2' -8" 12' -2 15/16" 2' -8" " 11' -10 9/16" 2' -8" L-0 L-0 10-IV L-0 /- -/- W EXTERIOR ELEVATION 3/16" = V -0" 12' -7 1/4" 2' -8" 12' -2 15/16" GENERAL FACADE INFORMATION BUILDING TYPE TOTAL BUILDING FACADE AREA COMMERCIAL 1,880 WEST FACADE INFORMATION GROSS AREA OF SOUTH FACADE ELEVATION 148 NET AREA OF SOUTH FACADE ELEVATION SAME AS ABOVE _ AREA OF WINDOWS AND GLASS DOORS 0 STUCCO SQUARE FOOTAGE 72 BRICK SQUARE FOOTAGE 48 Y APPROVAL 2' -8" t t DOCUMENTS ARE INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. DATE EXP.DATE R R D E S I G N 11618 JONES MALTSBERGER RD. SAN ANTONIO, TEXAS 78216 V O I C E: ( 2 1 0) 4 2 1 - 8 8 9 0 GENEVIE @BUILD MODE RNSA.COM THIS PLAN AND THE DESIGNS CONTAINED HEREIN ARE THE PROPERTY OF R +R DESIGN GROUP AND MAY NOT BE REPRODUCED, ALL OR IN PART. WITHOUT WRITTEN CONSENT FROM GENEVIE RAMIREZ AND DAVID ROBERTSON. R +R DESIGN GROUP, LLC IS A DESIGN AND DEVELOPMENT FIRM, NOT AN ENGINEERING FIRM. WE DO NOT QUALIFY TO BE ONE NOR ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING, WINDBRACING OR FOUNDATIONS. A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONTRACTED AND CONSULTED IMMEDIATELY REGARDING FRAMING, WINDBRACING AND THE FOUNDATION DESIGNS. SHOULD AN ENGINEER'S SEAL BE PRESENT ON THESE DRAWINGS, THE "ENGINEER OF RECORD" SHALL BEAR ALL RESPONSIBILITY FOR THE STRUCTURE, WINDBRACING AND FOUNDATION DESIGNS FOR THIS PROJECT. R +R DESIGN GROUP, LLC ARE NOT TO BE HELD RESPONSIBLE FOR THE STRUCTURAL DESIGN IN ANY WAY MATTER OR FORM IF ANY ISSUES OR PROBLEMS ARISE. PROJECT Hop In Fuel Station Maske Rd & FM 1518 Schertz, TX 78154 OWNER B. Richards Group, Inc. Gerardo Briseno 19715 Messina San Antonio, Texas 78258 210- 274 -0072 PROJECT NUMBER 17 -Hopis 4 „.? t "a� a.,.r c t I—, L U ,! ML 1'\,,J s NO. DATE DESCRIPTION OF ISSUE CONSULTANT SHEET TITLE Car Wash Canopy Elevations DATE BAR LENGTH ON ORIGINAL DRAWING EQUALS 1 INCH 24 April 2018 SHEETNUMBER 1 I ' UTILITY NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS, APPROVALS, AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT. THIS ESPECIALLY INCLUDES STREET CUT PERMITS OR SAWS PERMITS. 2. ALL ITEMS NOT SPECIFICALLY CALLED FOR ON THE PLANS, OR IN THE CONSTRUCTION NOTES BUT NECESSARY TO REASONABLY CONSTRUCT THE FACILITY OR IMPROVEMENT, SHALL BE CONSIDERED INCIDENTAL TO THE OVERALL PROJECT AND NO SEPARATE PAY ITEMS WILL BE MADE FOR THESE ITEMS. 3. THE CONTRACTOR SHALL EXCAVATE AROUND EXISTING UTILITIES WHICH INTERSECT THE PROPOSED ALIGNMENT OF THE SERVICES AND NOTIFY THE OWNERS REPRESENTATIVE OF POTENTIAL CONFLICTS, PRIOR TO ANY CONSTRUCTION IN THE AREA. 4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 5. DEPTH OF BURY FOR ALL PRIVATE PIPE SHALL BE A MINIMUM OF 30 ", UNLESS OTHERWISE NOTED. 6. NO WATER JETTING IS ALLOWED ON THIS PROJECT. 7. REFER TO PROJECT COVER SHEET /NOTES FOR ADDITIONAL SPECIFICATIONS. 8. CONTRACTOR IS REQUIRED TO BEGIN ANY WASTE WATER AND /OR STORM DRAIN CONSTRUCTION DOWNSTREAM AND BUILD "UPSTREAM ". INVERTS OF ALL TIE —INS ARE REQUIRED TO BE VERIFIED PRIOR TO CONSTRUCTION. IF DISCREPANCY IS FOUND, KLOVE ENGINEERING, LLC. SHALL BE CONTACTED IMMEDIATELY. 9. ALL MATERIALS AND CONSTRUCTION PROCEDURES IN THE R.O.W. SHALL COMPLY WITH THE CITY OF SCHERTZ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION) AND CITY OF SCHERTZ STANDARD SPECIFICATIONS (LATEST EDITION). ALL MATERIAL AND CONSTRUCTION PROCEDURES RELATED TO WATER AND SEWER SHALL CONFORM TO THE CITY OF SCHERTZ UTILITIES STANDARD SPECIFICATIONS FOR WATER WORKS CONSTRUCTION (LATEST EDITION). 10. PER FEDERAL REGULATIONS TITLE 49, PART 192.181, CPS ENERGY MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND MAINTAIN ADEQUATE CLEARANCE WITHIN THE PROJECT LIMITS OF CONSTRUCTION. 11. CONTRACTOR SHALL CALL TEXAS ONE CALL SYSTEM ® (800) 245 -4545 PRIOR TO CONSTRUCTION NEAR AREAS OF EXCAVATION. 12. 48 HOURS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY THE ALL UTILITY COMPANIES SO THEY CAN LOCATE AND TAG THEIR OWN UNDERGROUND UTILITIES (SEE CONTACTS THIS SHEET). 13. CONTRACTOR TO PROVIDE CLEAN —OUTS FOR ALL 6" OR LESS SEWER LATERALS SPACING AND LOCATIONS PER 2012 IPC. TRENCH EXCAVATION SAFETY PROTECTION CONTRACTOR AND /OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN /GEOTECH NICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE PROJECT AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS PROGRAMS AND /OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEM'S PROGRAMS AND /OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH EXCAVATION. SPECIFICALLY, CONTRACTOR AND /OR ONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION. UTILITY CONTACTS UTILITY UTILITY COMPANY PHONE ELECTRIC CPS ENERGY GUADALUPE VALLEY ELECTRIC COOP. (210) 353 -4639 210 658 -7033 GAS CENTERPOINT ENERGY (800) 427 -7142 TELEPHONE AT &T (888) 944 -0447 WASTEWATER CITY OF SCHERTZ (210) 619 -1100 STORM DRAINAGE CITY OF SCHERTZ STREETS AND DRAINAGE DIVISION (210) 619 -1800 WATER CITY OF SCHERTZ (210) 619 -1800 CONTRACTOR SHALL REPLACE ±263 SQFT. OF ASPHALT PAVEMENT REF. TRENCH DETAIL CITY OF SCHERTZ. INSTALL: 1 — 6" LATERAL CONNECTION PER CITY OF SCHERTZ DETAIL INV= ±729.84 ±10.7 VF — 6" VERTICAL STACK CITY OF SCHERTZ DETAIL TOP OF STACK INV. = ±719.14 1 -2" NEW DOMESTIC METERED SERVICE PER CITY OF SCHERTZ. INSTALL: / 1 -3/4" NEW IRRIGATION METERED SERVICE PER CITY OF SCHERTZ. Si / A / PI O Q� Q Q tS /Y N E Isf. 7 IRE HYDRANT / l / o 9T OP= 7J70 14' 18%NV OUT -719.51 � / 18" INV IN =719.5 ' w / P / WiYif' H ` "Ki OHE roP= 755.85 OHE 1 INV IN= 719.86(w) 1 ' INV IN= 719.86(5) ro / �OPOP / �P4 , 0 / i IRRIGATION PLANS R CONTINUATION D BACKFLOW EVENTOR LOCATION. INSTALL: SAMPLE PORT I REF. DETAIL 520S -4B -SM / 3 INS ALL - 1 -2" RPZ BACKFLOW PREVENTOR O PER CITY OF SCHERTZ. / o Lo »WW o 0 o C 2 W / a ' \.,o SEE MEP PLANS FOR I 6 WW ACONTINUATION. u j d MEP PLANS FOR TINUATION. I7- N IN all, C`j � #y jp11 �LI1lC, , lu — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_— -- — — — — PROPOSED 15' ELEC., 'GAS, TELE. & CATV. ESM'T PROPOSED 16' EXIST. MIPR ESM'T FIRE HYDRANT\ — — M. —HWf. T51 -- — — (80' WIDE PUBLIC RIGHT OF WAY) OHE -- I I I� ii PROPOSED 3 CROSS ACCESS ESM T ............ -......PROPOSED 10' DRAINAGE ESM'T EXIST. FIRE HYDRANT EXIST. 1.2" W LINE 20727 Acres (88,373 Sq. Ft.) LEGEND EXISTING PROPOSED DESCRIPTION 1:1 PROPERTY (R.O.W.) LINE/ El El SUBDIVISION BOUNDARY 11 11 11 11110 RECORD INFORMATION ila' of /* .... : ........ . ................... � 11110 LIGHT POLE 11110 # 11110 E- DOWN GUY FIRE HYDRANT 2 O WATER VALVE 0 O WATER METER d MEP PLANS FOR TINUATION. I7- N IN all, C`j � #y jp11 �LI1lC, , lu — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_— -- — — — — PROPOSED 15' ELEC., 'GAS, TELE. & CATV. ESM'T PROPOSED 16' EXIST. MIPR ESM'T FIRE HYDRANT\ — — M. —HWf. T51 -- — — (80' WIDE PUBLIC RIGHT OF WAY) OHE -- I I I� ii PROPOSED 3 CROSS ACCESS ESM T ............ -......PROPOSED 10' DRAINAGE ESM'T EXIST. FIRE HYDRANT EXIST. 1.2" W LINE 20727 Acres (88,373 Sq. Ft.) LEGEND EXISTING PROPOSED DESCRIPTION PROPERTY (R.O.W.) LINE/ - ZN SUBDIVISION BOUNDARY — - - — > Q° V O Z r> o oz ADJACENT PROPERTY (xxx) RECORD INFORMATION of /* .... : ........ . ................... � BENCHMARK LP* oo LIGHT POLE PPS # POWER POLE E- E- DOWN GUY FIRE HYDRANT 2 O WATER VALVE 0 O WATER METER STORMDRAIN LINE _SD_ XX "W WATER LINE w FIRE - XX "FL FIRE LINE ww X� XWW WASTEWATER LINE CO w ol-IE OHE WWMH O OVERHEAD ELECTRIC (PRIMARY) WASTEWATER MANHOLE (SIZE VARIES) WWMHO coo CO* WASTEWATER CLEANOUT CURB CHAINLINK FENCE SIDEWALKS OCONCRETE a< U) O 678 - -678- - CONTOUR z m U) --I%► DIRECTION OF FLOW z x785.00TC SPOT ELEVATION /TOP OF CURB X785.50 x785.00 SPOT ELEVATION D CONCRETE PAVEMENT ASPHALT PAVEMENT D LL. V THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. BENCHMARKS TBM #1 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 420 FT NORTH OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 739.30' TBM #2 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 170 FT NORTHEAST OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 736.94' OWNER (DEVELOPER B. RICHARDS GROUP, INC. 19715 MESSINA SAN ANTONIO, TX 78258 OFFICE: (210) 274 -0072 EMAIL: ZAPIAIN.G®GMAIL.COM CIVIL ENGINEER : KLOVE ENGINEERING, LLC. 22610 US HIGHWAY 281 N., STE 204 SAN ANTONIO, TEXAS 78258 OFFICE: (210) 485 -5683 WWW. KLOVEEN GI N EERI N G. COM ATTN.: SAMUEL COREY RAYBURN, P.E. craybrun@kloveengineering.com ARCHITECT : STEPHEN J. KRAMER ARCHITECTURE 4733 SHAVANO OAK DR., STE. 103 SAN ANTONIO, TX 78249 OFFICE: (210) 479 -8900 FAX: (210) 479 -8901 ATTN: STEPHEN J. KRAMER Q) Oo U `0 u' L6 Q) 00 _o Zg Lu o W v ZN � N W r � O > Q° V O Z r> o oz Q) E Sz Lli C/') LE OF of /* .... : ........ . ................... � SAMUEL COREY RAYBURN� 0,.. .� .........° ................ °... .a ° °° 115141 1�� NAL O -a 06 27/18 w Q 0 z O CO w U � Z Co a< U) O W (D �2o Lo 2 0 = rn z Q z m U) ILL! z O z O z 00 to Q L _ 00 LL. V �X ~ W M ON ry LL w Z Z �_ Ld QU V) J 0. � p °- m DESIGNED BY: SCR DRAWN BY: JAR SCALE: 1"=30' DATE: 09/12/17 SHEET NO. C2mO FA / lb 739.55 737.47EX ^� ,0 739.61 / / O,, 739.11 / / OS / 737.42 1�� 000 FO 740.68 S� 740.18 / 739.77 / 737.73 739.83 / > >- 738.33 739.33 �O � �'g 8 739.65 737 '737 .83 / p0 r p / a 9 739.32 738 739.24 _ _ HP / °� 739 / 738.74 / 740.21 739.93 p 739.69 739.30 739.14 r 737.47EX / / 739.740.05 / 1 739.71 739.43 739.19 738.80 .738.64 L / 737.24 �M / / z /'` I 738.5" 737.50EX 737.37 / ^M / / 737.97 737.47 2 739.65 / 740.51 740.55 738.88 , 739.15 / 740.01 740.55 740.05 740.52 / 738.38 � 740.05 740 740.02 / 739.71 738 739.21 / 739.87 739.74 740.59 4 739.37 739.24 740.09 r 41 / � 00 r 740.59 740.09 \ / m 740.70 740.70 740.66 736.89 CONVENIENCE STORE o 737.20 / 739.16 4500 S. F. 738.66 FF= 740.70 740.70 Q 737.30EX / rr`l �c4 / 739.22 740.66 ° 740.70 740.66 "J A, / 738.72 740.59 740.59 740.59 739.02 740.09 740.70 740.70 740.70 740.70 738.52 740.42 740.70 740.70 740.70 740.70 740.59 ECG / 740.19 739.92 740.09 739.69 740.66 J / a 740.66 ° 740.53 " 740.53 ° 740.66 740.66 a 740.53 740.53 740.53 740.53 739.93 �110 740.03 740.03 740.03 740.03 740.03 736.54 740.30 740.47 �' i 740.53 // 738.77 739.43 i i 737.04 739.80 739.97 i 740.03 % 738.27 gyp' 738.57 / 737.14EX / 738.07 �C) j / 739.11 739.23 739.37 739.73 739.83 ' 739.73 739.43 739. 737.96 738.71 / 1,994 Acres _ lb 739.70 ( (86,876 Sq t. ( 73x.14 737.82 w / 738.45 739.17 ❑ ❑ ❑ 739.83 739.89 ❑ ❑ 739.39 ❑ 737.95 736.19 / 736.89 / 7 736.99EX r / / / 739.17 ❑ ❑ ❑ ❑ T ❑ ❑ ❑ ❑ ,/ ' � 737.58 739.53 739.89 � 739.39 C / 7387.86 737.77 738.68 739.53 z 739.89 739.39 k 737.27 738.18 738.89 \ \ ,,, ,., v>t�W,u:::.w^25sH.., ', . 42 >�z..aw4ryn�,�s•�#irt42•"lc, r,,t:;`rweu._ . t.i tt, >.,i<i< tt .YS }.,��... `*+'.,+�� „ ,,,r, », ... 735.83 736.70EX 736.58 \ X38 739 735.77 PROPOSED o 2 / 737 5' E Ec., sAS, 738 /.58.901 731 8.90F' T9-6 737.46 23 El 737.73 738 r- 738.55 738.18 ' U-) tD N rn V) Jr oy\ \ 0 738.50 PR0 738.00 ACC 739.11 - 41 738.61 738.27 HP Vic__ - -- - - - -� 738 - 737.78 7 737.28 ( 7 _ I SCALE: 1"=20' 20 10 0 20 LEGEND 738.57 ;5 ( 739.40 739.40 9 .59 738.07 ZN SPOT ELEVATION W � � 785.50 9.09 Lli C LE 785.00 SPOT ELEVATION /GUTTER 11 785.00 SPOT ELEVATION /GUTTER 4 785.00 TOW SPOT ELEVATION /TOP OF WALL 06X27/18 785.00 BOW SPOT ELEVATION /BOTTOM OF WALL 10 03 - - HP- - 740.00 - 739 739.50 FLOW ARROW �� \` z O I 59.20 738.87 739.03 739.29 738.37 738.53 1738.79 �� •. 738.74 O Q z Q w z 738.24 T9-6 737.46 23 El 737.73 738 r- 738.55 738.18 ' U-) tD N rn V) Jr oy\ \ 0 738.50 PR0 738.00 ACC 739.11 - 41 738.61 738.27 HP Vic__ - -- - - - -� 738 - 737.78 7 737.28 ( 7 _ I SCALE: 1"=20' 20 10 0 20 LEGEND EXISTING PROPOSED DESCRIPTION - -675- - 678 CONTOUR x755.50 ZN SPOT ELEVATION W � � 785.50 SPOT ELEVATION /TOP OF CURB Lli C LE 785.00 SPOT ELEVATION /GUTTER 11 785.00 SPOT ELEVATION /GUTTER t� ° 115141 0 ENS �O° 785.00 TOW SPOT ELEVATION /TOP OF WALL 06X27/18 785.00 BOW SPOT ELEVATION /BOTTOM OF WALL - - HP- - HIGHPOINT - SWALE - "V- FLOW ARROW GRADING NOTE: 1. UNLESS NOTED OTHERWISE, ALL PARKING LOT GRADES ARE TO INVERT OF GUTTER. ADD 0.5' TO GUTTER GRADE FOR TOP OF CURB GRADE EXCEPT WHERE CURB IS FLUSH WITH INVERT. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WITH THE BENCHMARKS SHOWN ON THESE PLANS PRIOR (I.E. LEVEL LOOP AND SPOT CHECK GRADES) TO ANY EARTHWORK OR GRAVITY UTILITY LINES. IF A DISCREPANCY IS FOUND NOTIFY OUR OFFICE IMMEDIATELY. BENCHMARKS TBM #1 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 420 FT NORTH OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 739.30' TBM #2 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 170 FT NORTHEAST OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 736.94' 2.022 Acres (88,313 Sq, 2t.) I I I I I I It E - 01 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE_ WAY_. ONI.t*. T+E CONTRACTOR SH-�TERMTRE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE -AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. N Oo U `O u' i 00 _o Zg a uj .CY) 0 LLJ W v ZN W � � V Q) o OZ o r > I z Q) E3 Sz Lli C LE TE�� 11 ♦,t *,,/ ................. SAMUEL COREY RAYBURN� . ............................... t� ° 115141 0 ENS �O° NAB 06X27/18 w Q 0 z O w 00 w x Qcnix- z w0 w 0 zQ O Q z Q w z 0 z O v- It Q to v- �- �go z r*-- LL. V) Q J Ld W �- z M oN _Z n LL II.- ry L� (/) Z r Q N 0. O DESIGNED BY: SCR DRAWN BY: ,JAR SCALE: 1"=30' DATE: 09/12/17 SHEET NO. c5mo 6" TO 8" ROCK RUBBLE 8" IN DEPTH. COMMERCIAL GRADE WEED BLOCK ROCK RUBBLE DETAIL SCALE: N.T.S. 18" HDPE PIPE SEE PLAN FOR SLOPES VARIES 5" CONCRETE RIP -RAP W/ #3 ARS ® 18" O.C. E.W. ROCK RUBBLE DETAIL THIS SI ARIES FLOW x---24" TOE DOWN lJ (3 SIDES) CONCRETE RIP -RAP A DETAIL SCALE: N.T.S. M�%ARS " CONCRETE IP -RAP W/ #3 ® 18" O.C.E.W. ARIES FLOW "I III --24" TOE DOWN (3 SIDES) THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ARIES VARIES ROCK RUBBLE DETAIL THIS SI ARIES VARIES A 3LE REF. S SHEET. 1. UNLESS NOTED OTHERWISE, ALL PARKING LOT GRADES ARE TO INVERT OF GUTTER. ADD 0.5' TO GUTTER GRADE FOR TOP OF CURB GRADE EXCEPT WHERE CURB IS FLUSH WITH INVERT. 2. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WITH THE BENCHMARKS SHOWN ON THESE PLANS PRIOR (I.E. LEVEL LOOP AND SPOT CHECK GRADES) TO ANY EARTHWORK OR GRAVITY UTILITY LINES. IF A DISCREPANCY IS FOUND NOTIFY OUR OFFICE IMMEDIATELY. BENCHMARKS TBM #1 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 420 FT NORTH OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 739.30' TBM #2 MARKED "X" ON EXISTING FIRE HYDRANT LOCATED 170 FT NORTHEAST OF MASKE ROAD AND FM 1518 INTERSECTION ALONG MASKE ROAD ELEVATION = 736.94' CHAIN LINK FENCE REF. DETAIL THIS SHEET. SCALE: 1"=20' 20 10 0 20 LEGEND EXISTING PROPOSED DESCRIPTION - -678- - 678 CONTOUR x735.50 SPOT ELEVATION (1 _ W c", 785.50 SPOT ELEVATION /TOP OF CURB Lli C-/) 785.00 SPOT ELEVATION /GUTTER c . S i *� 785.00 SPOT ELEVATION /GUTTER 115141 : ENS TOW: 785.00 SPOT ELEVATION /TOP OF WALL BOW: 785.00 SPOT ELEVATION /BOTTOM OF WALL HIGHPOINT — SWALE -� -.- FLOW ARROW CHAIN LINK FENCE REF. DETAIL THIS SHEET. 737.00 737.00 `7 WSEL (100) =736.45 \ \� EXMSTING � \� q�s WSEL 25 = 736.04 \ \ \ \ \ \ \�\ ��'� GRADE \ \� \� \ \\ IJ ( ) LSD \ \ \V \ \� \ \�� MATCH EXISTING WSEL (5)= 735.53 \ \ \� \ \\ GRADE \ �- VARIES/ VARIES COMPACTED COMPACTED SUBGRADE SUBGRADE SCALE: N.T.S. CHAIN LINK FENCE REF. DETAIL THIS SHEET. CHAIN LINK FENCE REF. DETAIL THIS SHEET. 737.10 737. 00--------------------------------------- - - - - -- 737_00 Lq -7 WSEL (100)= 736.45 \ \� MATCH WSEL (25)=736.04 JP��c1` \\ V \ \\ \ �7'� EXISTING \ �\ \ �J L�� \ AV \ \ \\ MATCH GRADE EXISTING \\ \ \\ \\ `7 WSEL (5)= 735.53 \ \\ GRADE VARIES/ VARIES \__ COMPACTED COMPACTED SUBGRADE SUBGRADE POST CAP 2 CORNER POST I REF. SPECS. FOR SIZE TENSION BAR BAND ~ AT 12" O.C. 2 W 2 I 0 LL: ~ W D' Of W 0 w_ (0 O Ld LL Of U > > 0_ N 10' -0" O.C. TYP. krAllillmil 1/4- 1 NO. 6 GAUGE TENSION WIRE 9 0 BRACE ROD TURNBUCKLE SCALE: N.T.S. 10' -0" O.C. TYP. WIRE TIES AT 18" TO 24" O.C. NOTE: ALL FENCE MATERAILS & HARDWARE TO BE HOT DIP GALVANIZED. (ALUMINUM WARE TIES ARE ACCEPTABLE) CONCRETE FOOTING AT CORNER OR GATE POST CHAINLINK FENCE DETAIL SCALE: N.T.S. NOTE: KLOVE ENGINEERING STRONGLY RECOMMENDS INSTALLING. TYPICAL CONC. FOOTING Yill Im 2" I.D. 0 LINE POST 'l- TIE WIRES AT 18" O.C. X Q M Loll N 00 U `O u' L6 i 00 _o Z� L.L N W 0 LLJ W v a� (1 _ W c", >VQ 0 -7 ro o 0 z Q) E3 Lli C-/) LE c . S i *� of / : :.... .... ....................... /SAMUEL COREY RAYBURN #4 . ............................... 115141 : ENS AL' N— 06 27/18 W Q z 0 co w w x Q 07I- zW0_ fif W 0 z I- 0 Q z Q w z 0 O � o- Z Q to L 00 J 0- � LL. cl C;8X O \ Q tW- O IX Z U. N 11_ Z �= W N Q O DESIGNED BY: SCR DRAWN BY: ,JAR SCALE: 1"=30' DATE: 09/12/17 SHEET NO. c5m 1 TO: Planning and Zoning Commission PREPARED BY: Emily Grobe, Planner CASE: PC2018 -033 Fire Station #3 Subdivision — Preliminary Plat APPLICATION SUBMITTAL DATE: July 18, 2018 (Original Application) July 30, 2018 (Revised Submittal) August 07, 2018 (Revised Submittal) ITEM SUMMARY: The applicant is proposing to preliminary plat approximately 5.02 acres into one (1) lot. The subject property is zoned Planned Development District, PDD, as part of the Crossvine PDD. The property is currently undeveloped. The applicant would like to plat the property in order for Lot 1 to be developed as the City of Schertz Fire Station Number 3. GENERAL LOCATION AND SITE DESCRIPTION: The subject property is approximately 900 feet west of the intersection of FM 1518 and Lower Seguin Road, City of Schertz, Bexar County. ACCESS AND CIRCULATION: The proposed lot 1 has frontage onto Lower Seguin Road. TREE MITIGATION AND PRESERVATION: The applicant will be responsible for complying with Unified Development Code (UDC), Section 21.9.9 Tree Preservation and Mitigation. The applicant has submitted a Tree affidavit which indicates that the site does contain protected and heritage trees but will in no way cause the destruction of or damage to said trees with this preliminary plat. PUBLIC SERVICES: The site is serviced by City of Schertz Water, CCMA, CPS, AT &T, and Spectrum. 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. In accordance with UDC, Section 21.4.15.C.2, the applicant has requested deferral of obligation to construct public roadway and sanitary sewer improvements until after final plat recordation. The City Engineer, as designee of the Acting City Manager, has evaluated the request and determined that the deferrals are appropriate and will be approved. Water: Lot 1 will be serviced through an existing 8" City of Schertz water line adjacent to Lower Seguin Road. Sewer: Lot 1 will be serviced temporarily via a private force main to an existing sanitary sewer manhole located at the intersection of Hollering Vine and Lower Seguin Road. In accordance with the approved Master Plan for the Crossvine Development, a public gravity sanitary sewer extension that will serve Lot 1 is planned and will be constructed along with the development of a future unit of the Crossvine. At the time of that extension, the applicant (the City) will reroute its wastewater discharge into that gravity main and abandon the private force main. Drainage: The applicant is responsible for all drainage associated with the subject property, and for compliance with the Storm Water regulations. The City Engineer has reviewed and approved the preliminary drainage plan. Sidewalks Hike and Bike Trails: Sidewalks will be required adjacent to Lower Seguin Road for the entirety of the frontage. These sidewalks will be reviewed with the Site Plan and will be installed with development of the lot. Road Improvements: The subject property is located off Lower Seguin Road. Lower Seguin Road is identified on the City's Master Thoroughfare Plan as a Secondary Arterial with a right -of -way width of 90 feet. The proposed preliminary plat is dedicating 0.11 acres of Right -of -Way in order to provide the desired 90 feet of right -of -way for a Secondary Arterial. Expansion of the roadway to half of its ultimate section has been requested to be deferred until such time that development of the adjacent property takes place. (This segment of Lower Seguin Road is identified on the City of Schertz Roadway Capital Improvements Plan and is eligible for funding from Roadway Impact Fee revenues.) STAFF ANALYSIS AND RECOMMENDATION: The proposed preliminary plat is consistent with applicable requirements for the property, ordinances and regulations. Staff recommends approval of the preliminary plat. Planning Department Recommendation X Approve as submitted Approve with conditions* Denial * While the Commission can impose conditions; conditions should only be imposed to meet requirements of the UDC. COMMISSIONERS CRITERIA FOR CONSIDERATION: The Planning and Zoning Commission is the final approval authority of the proposed preliminary plat. In considering final action on a preliminary plat, the Commission should consider the criteria within UDC, Section 21.12.8 D. Attachments: Aerial Map Exhibit K