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12-17-2019 (Planning & Zoning) Agenda Packet
Planning & o ning Commission ivy- , r , f Om rr, 2.,,_,_ uu Twigr (,..._ gr it f fir' �! � ��� A„ ®,1 f ti 'dikr'=li . ter r/ — �Id r t 7t—r,_r mot_! \,, „"" 111110 __� `p,'r ; _ S, tea_ti _ Goydick ,COLORAD0 -` My^Lq F E RA tit Krq 11 Le a 18870 ir ` uEof tell‘ s ecem er Regular Business Meeting Planning & Zoning Commission CITY OF NOTICE OF MEETING Regular Meeting Agenda December 17, 2019 — 6:00 pm Wylie Municipal Complex - Council Chambers 300 Country Club Road, Building #100 Wylie, TX 75098 Ron Smith Chair Randy Owens Vice Chair Brad Emerson Commissioner Cory Plunk Commissioner Mike McCrossin Commissioner Bryan Rogers Commissioner Charla Riner Commissioner Jasen Haskins Planning Manager Kevin Molina Senior Planner Mary Bradley Administrative Assistant In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: wwwwvlietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wylietexas.gov. The Chair and Commissioners request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum INVOCATION & PLEDGE OF ALLEGIANCE CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Commissioners regarding an item that is not listed on the Agenda. Residents must fill out a non-agenda form prior to the meeting in order to speak. Commissioner requests that comments be limited to three (3)minutes. In addition, Commissioners is not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA A. Consider and act upon approval of the Minutes from the December 3, 2019 Regular Meeting. December 17,2019 Planning&Zoning Commission Regular Meeting Agenda Page 2 of 2 EXECUTIVE SESSION If during the course of the meeting covered by this notice, the Planning & Zoning Commission should determine that a closed or executive meeting or session of the Planning & Zoning Commission or a consultation with the attorney for the City should be held or is required, then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act, Texas Government Code § 551.001 et. seq., will be held by the Planning & Zoning Commission 1 at the date, hour and place given in this notice as the Planning & Zoning Commission may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes peuuitted by the Act, including, but not limited to,the following sanctions and purposes: Texas Government Code Section: § 551.071 —Private consultation with an attorney for the City. REGULAR AGENDA A. Consider, and act upon, a Site Plan for an office/warehouse use on Lot 2, Block B of Hooper Business Park on 0.61 acres, located at 123 Hooper Road. B. Consider, and act upon, a Site Plan for a Restaurant with Drive In or Drive Through Service Use, Lot 4RA, Railroad Industrial Park Addition on 1.445 acres, located at 350 S. State Highway 78. PUBLIC HEARING 1. Hold a Public Hearing and consider and act upon, a recommendation to City Council regarding a change in zoning from Multifamily (MF) to Single-Family-10/24 (SF-10/24), to allow for a Single Family Use on one lot of 0.229 acres located at 603 E. Marble St. (ZC 2019-17) ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on December 13, 2019 at 5:00 p.m. as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wylietexas.gov. Stephanie Storm,City Secretary Date Notice Removed This page is intentionally blank Planning & Zoning Commission OTY OF Minutes Regular Meeting December 3, 2019—6:00 p.m. Wylie Municipal Complex—Council Chambers 300 Country Club Road, Bldg. 100 Wylie, TX 75098 CALL TO ORDER Announce the presence of a Quorum. Chair Ron Smith presided the meeting and called the meeting to order at 6:01PM. Commissioners present: Chair Ron Smith, Vice Chair Randy Owens, Commissioner Charla Riner, Commissioner Bryan Rogers, Commissioner Mike McCrossin, and Commissioner Cory Plunk. Commissioner Brad Emerson arrived late. Staff present: Mr. Jasen Haskins, Planning Manager, Mary Bradley, Administrative Assistant and Jason Griener, WEDC. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner Rogers gave the invocation and Commissioner Plunk led the Pledge of Allegiance. CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Commissioners regarding an item that not listed on the Agenda. Residents must fill out a non-agenda form prior to the meeting in order to speak. Commissioners requests that comments be limited to three (3)minutes. In addition, Commissioners not allowed to converse, deliberate or take action on any matter presented during citizen participation No one approached the Commissioners. CONSENT AGENDA A. Consider and act upon approval of the Minutes from November 19, 2019, Regular Meeting. Commission Action A motion was made by Commissioner McCrossin, seconded by Commissioner Riner, to approve the Minutes from November 19, 2019 meeting, as presented. A vote was taken and the motion carried 6-0, with Commissioner Emerson arriving after the vote. Minutes December 3,2019 Planning&Zoning Page 1 REGULAR AGENDA Public Hearing 1. Hold a Public Hearing to consider, and act upon a recommendation to City Council regarding an amendment to Planned Development 2008-43 (PD-2008-43) to allow for service and loading areas to face FM 544 on Lot 16R,one lot of 1.06 acres located at 3020 W FM 544. (ZC 2019-15) Staff Comments Mr.Haskins stated that the applicant is requesting to amend the design standards of Lot 16R within the Woodbridge Crossing Planned Development Ordinance 2008-43/2006-01 to allow for service and loading area that are visible from FM 544. The request would allow a minor automotive repair use to have garage bays facing FM 544. The property is located at the southwest corner of Springwell Parkway and FM 544. The address is 3020 FM 544. There is a 4,922 square foot of property on the corner that is separately owned, which the subject property is adjacent. The applicant is proposing to revise Section 3.8 of the site design requirements of PD 2006-01, that prohibits service and loading areas visible from FM 544 and the secondary collector adjacent to the west property line. The applicant is proposing service and loading areas be visible only on Lot 16R and additional landscaping be required. Comment forms were mailed to 52 property owners within 200 feet of the subject property. No responses were received in favor or in opposition of the request. Commissioners Discussion Mr. Brad Williams, 2728 N Harwood Street, Dallas, representative for applicant, gave a presentation to the Commissioners. The request is for Valvoline Oil Change facility, which does preventative maintenance to cars.He stated to have the building flipped and abide by the PD would create conflicts for employees walking. The request to the PD is for Lot 16R, and to allow service bays facing FM 544. The intention is to have a living screen adjacent to FM 544 and Springwell to screen the service bays. The front yard setback is 75 feet from FM 544. Commissioner Plunk questioned the number of stacking and if there are other similar facilities that have the same number. Mr. Williams stated that the request is for nine car stacking. Staff stated in comparison to existing facilities with service bays, most are three car stacking, but none have service bays facing FM 544. Commissioner Plunk asked staff if the property was narrow, and staff responded no. Public Comments Chair Smith opened the public hearing. With no one approaching the Commissioners, Chair Smith closed the public hearing. Minutes December 3,2019 Planning&Zoning Page 2 Commissioners Action A motion was made by Vice Chair Owens, and seconded by Commissioner Rogers to recommend approval to the City Council regarding an amendment to Planned Development 2008-43 (PD- 2008-43) to allow for service and loading areas to face FM 544 on Lot 16R, one lot of 1.06 acres located at 3020 W FM 544. (ZC 2019-15). A vote was taken and carried 6— 1,with Commissioner Plunk voting in opposition. 2. Hold a Public Hearing and consider and act upon, a recommendation to City Council regarding a change in zoning from Agricultural/30 (AG/30) to Single-Family-10/24 (SF- 10/24), to allow for a Single Family Use on one lot of 1.52 acres located at 605 Parker Road. (ZC 2019-16) Staff Comments Mr. Haskins stated that the applicant is requesting to rezone the property located at 605 Parker Road from Agricultural/30 (AG/30) to Single Family-10/24 (SF-10/24) in order to build a single- family home on the site. The property is very narrow and is 95 feet wide. Currently, the property has a manufactured home, and will be removed once the single-family home is constructed. Staff stated that the Land Use Plan proposes commercial. However, since the house will be set back, for the long-term the applicant could replat and sell the front part for commercial use. Comment forms were mailed to ten property owners, and no responses in favor or in opposition of the request were received. Public Comments Chair Smith opened the public hearing. Mr. Vijay Thangughal, 605 Parker Road, the applicant for the subject property, stated that the manufactured home is currently his residence and is 60 feet from Parker Road, and the newly constructed house will be 350 feet from Parker Road. Chair Smith closed the public hearing. Commissioners Action A motion was made by Commissioner McCrossin, and seconded by Commissioner Rogers, to recommend approval to the city Council regarding a change of zoning from Agricultural/30 (AG/30) to Single-Family-10/24 (SF-10/24), to allow for a Single Family Use on one lot of 1.52 acres located at 605 Parker Road. (ZC 2019-16) A vote was taken and carried 7—0. Chair Smith stated that the next meeting will be held on December 17, 2019. Minutes December 3,2019 Planning&Zoning Page 3 ADJOURNMENT A motion was made by Commissioner Rogers, and seconded by Commissioner McCrossin, to adjourn the meeting. A vote was taken and carried 7 - 0. Ron Smith, Chair ATTEST: Mary Bradley, Administrative Assistant Minutes December 3,2019 Planning&Zoning Page 4 Planning & Zoning g CITY OF Commission AGENDA REPORT Meeting Date: December 17, 2019 Item: A Department: Planning Prepared By: Kevin Molina Subdivision: Hooper Business Park Date Prepared: December 06, 2019 Zoning District: Light Industrial(LI) Site Plan, Landscape Plan, Exhibits: Elevations Subject Consider, and act upon, a Site Plan for an office/warehouse use on Lot 2, Block B of Hooper Business Park on 0.61 acres,located at 123 Hooper Road. Recommendation Motion to (approve, approve with conditions or disapprove) a Site Plan for an office/warehouse use on Lot 2,Block B of Hooper Business Park on 0.61 acres,located at 123 Hooper Road. Discussion OWNER: Lltk Realty LLC APPLICANT: Mike Sargent The applicant is proposing to develop a 5,994 sf office/warehouse building on 0.61 acres located at 123 Hooper Road. The property is zoned in the light industrial zoning district and is platted on Lot 2, Block B of Hooper Business Park. The parking required for the stated use is eight spaces. The applicant is providing 15 spaces with one of those spaces being a handicapped space. The site contains one access point from Hooper road via a mutual shared access drive with the property to the south (currently Red Door Dance Academy). If the site plan is approved, an amended plat with a 24' mutual access and fire lane easement will be required before a Certificate of Occupancy is issued. The exterior material of the structure is comprised of brick and stone; and is compliance with the architectural design standards of the zoning ordinance. As presented, this site plan is in compliance with the design requirements of the zoning ordinance. Approval of the site plan is subject to additions and alterations as required by the City Engineering Department. The Planning and Zoning Commission must provide a written statement of the reasons for conditional approval or disapproval to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Government Code. Approved By Initial Date Department Director JH December 11, 2019 Page 1 of 1 544 ce U/ki I o (2 STEEL RD. LLI o .-1 o SITE 11. LLI CC I CAPITAL ST. 1111'hi il WM A/ ADJACENT BUILDING ic EXCHANGE ST. ijj a_ HENSLEY LN. FF=530 7' 0 I 0 i D .1 -O. FLED 20 10 0 20 PP A/C A/c A/CA/C 1 I. 20' Mg I LOT 3, BLOCK B LOT 4, BLOCK B LOCATION MAP HOOPER BUSINESS PARK HOOPER BUSINESS PARK CAB. H, PG 52 VOL H, PG 52 NOT TO SCALE ZONED LI ZONED LI CONSTRUCT EXPANSION JOINT 0 SITE DA- A: I /- a ND PERIMETER OF BLDG & PAVEMENT I ' CONNECTIONS (PER CITY sTt ) LOT AREA: ---- = PROPERTY LINE 0 N 89°58'46-E 165.00' 0.61 Acres, 26,422.36 sq.ft. EX. SS = EXISTING SANITARY SEWER LINE 20' < UTILITY — 10 93' PROPOSED USE:. ....... . 41111111111111 0111.111•111111 EX W = EXISTING WATER LINE ESIDT cr ' BLDG TIE Office/Warehouse (0) , pH = EXISTING FIRE HYDRANT EL C TIE 60.9 I/ LOT COVERAGE: x LLI 4__ 08 _, 0_ w ' WU = EXISTING WATER METER 0 S -ro 0 ai 22.7% .--- EXISTING POWER POLE PP I (1) 4 I o - A FLOOR TO AREA RATIO: LP ---,-t = EXISTING LIGHT POLE \ , 0I 1 4.4: 1 = EXISTING STORM MANHOLE \ \ / BUILDING AREAS: s = EXISTING SS MANHOLE \ p 4 / 26' —20' TYP —9.1' 5,994 SQ.FT. \I '< LS / (OFFICE = 1 994) EXIST. or EX. = EXISTING 1 , 1 LQ = - a_ PROP. = PROPOSED (WAREHOUSE = 4,000) 1 1 PROPOS D, 4' -o 0-) — 1— t -0 0 PROP. 10x20 - PARKING ('TYP) BUILDING HEIGHT: LS -- RCP n --- a] PROP. LANDSCAPE = REINFORCED CONCRETE PIPE SIDEWALK \ Lc) / 6 17' (one story) mi = MINIMUM - co max = MAXIMUM \ 1 4' - PROP=BUILDING I BUILDING20 SETBACKS: VT = VISIBILITY TRIANGLE \Z'A I FF528.5 -,1-• 6 FRONT: ' \ co 5,994 SF a RIR- 1 . wmz -o VD SIDE: none = PROP. FIRE HYDRANT I \ • (ONE STORY) —lb 1 bi o I- CONC. PAVING: t— —1 t (f) IMPERVIOUS AREA 1 i = PROPOSED FIRELANE b 5" 3000 PSI 1 co #3 0 18" O.C.E.W. (including buildings): 1 _LL_I 1 LOT 5, BLOCK A 16,862.36 SQ.FT. \ in > - Ey) HOOPER BUSINESS PARK = REMOVE EX. CONCRETE \ 08 45 ' CAB H, PG 52 ZONING: 1 b ,-'6 1 zi BI DC TIE I ' /1 ' ' I 40' - \ ZONED: LI LIGHT INDUSTRIAL (LI) / I -RI 4 j 1 PARKING: 1 fi I 45 00 Parking Required = 8 I \ i BLDG TIE \-R20' Office Warehouse (1 space/750 sq.ft.) 1 t, 1 - \1 I I I --- —1- R3' _)):,, ' ———— 1 1 I Handicapped Provided = 1 )3z- ...- ' ) z 4" < FIRELANE: i Total Provided =15 \ I I ' V .4 .. _1 a 1 1 -0) I-E-I 6 3600 PSI / •-- -. oa [F._ #3 0 18 0.C.E.W. / cc3 LANDSCAPE: I\1 ----1---- \ Landscape Area Required: (10% of 2642 sq.ft.) Landscape Area Provided: 9,560 sq.ft. il 11111111911 411111111110 Cb , .-.. ..- TRASH ENCLOSURE TIE TO EXISTING I 7 . .\ 24' FIRE_ANE D S 89°58 46W 165.00' IIIIIIIIIIII0 011111111111111110 i W/ 6' MASONRY PAVING \ II ) \ \D SCREENING WALL, , MUTUAL I D N \ , , ACCESS ESIVT I D ' D . . . . & METAL GATES. I \ \ \ . \ \\ 11 11 FH \ \ \ \ EX BLDG I lc, \ \LOT 1, BLOCK B FF=526 75 PROP. 6* CURB \ \ \ IN) REMOVE EX CONCRETE ol \ HOOPER BUSIIIESS PARK I - I CAB. H, RG 52 I ' ZONED' ' LI I:---i ONLY DRAWINGS STAMPED "RELEASED FOR I CONSTRUCTION" BY THE CITY OF WYLIE 1 I TO BE USED FOR CONSTRUCTION. I I I I wtvt, 0,......--......4 it ...• kr- ... I BUILDING INSPECTION NOTES: NOTES: GE*. LD E.MONK # CITY OF WYLIE DESIGN REQUIREMENTS 1) ALL INSPECTIONS MUST BE REQUESTED THROUGH THE 1. ALL WORK MUST CONFORM TO CITY . . PAVING NOTES: CITY OF WYLIE'S AUTOMATED TELEPHONE SYSTEM 0 OF WYUE STANDARDS. .‘„,t.......1:64$7_ , ..k,--.0., .... 1 , 1) FIRELANE 8c APPROACHES TO BE 8'' THICK, SITE DESIGN REQUIREMENTS (4 Required) 2. ALL WORK IN PUBLIC RIGHT-OF-WAY 3,600 psi, REINFORCED WITFI 972 442-8149 (REQUESTS MADE BEFORE 8AM CAN SHALL CONFORM TO CITY OF WYLIE #4 BARS 0 18" ON CENTER. (O.C.) Building Placement: b. Individual Building<10,000 sf BE SCHEDULED FOR THE SAME BUSINESS DAY) STANDARDS AND DETAILS ( 1 : 2) DUMPS-TER PAD TO BE 8'' THICK, 3,600 psi, c. Front facade oriented to the street 2) INSPECTIONS CAN BE CANCELED 0 THE DISCRETION 3. ALL PRIVATE DETAILS ARE SUPERSEDED REINFORCED WITH #4 BARS 0 18* OF 'THE SR. INSPECTOR (DUE TO WEATHER CONDITIONS) BY STANDARD CITY DETAILS. O.C. THE SUBGRADE SHALL HAVE A DENSITY Parking Placement a. Site Plan with no parking in front of 4. NO APPURTENANCE BETWEEN THE OF NO LESS THAN 95% TSHPT TEST METHOD building OR BY CONTRACTOR (DUE TO PREVIOUS CONDITIONS) SITE PLAN TEX-113 ALL CANCELED INSPECTIONS MUST BE RECALLED. HEIGHT OF 2' AND 9' MAY BE PLACED 3) ALL NON—FIRELANE PAVING CAN BE 5* THICK, Access Drives b. Direct connection between buildings IN THE VISIBILITY TRIANGLES. 3) ANY QUESTIONS CAN BE ADDRESSED BY CONTACTING 123 HOOPER ROAD 3,000 psi, REINFORCED WITH BARS 0 18* 0 C #4 and street THE APPROPRIATE DEPARTMENT BETWEEN 8AM-9AM OR . . 4) ALL FILL AND SUBGRADE SHALL BE 4PM-5PM (LEAVE MESSAGE, IF NO ANSWER) HOOPER BUSINESS PARK PLACED ON 8" LIFTS AND COMPACTED TO Architectural Design Requirements (3 Required) BUILDING/ELECTRICAL: NOTE: Lot 2, BLOCK B, 0.61 ACRES 95% OF STD. PROCTOR 0 MOISTURE RANGE PRIOR TO THE BEGINNING OF ANY City of Wylie, Collin County, Texas OF 0% TO +6% OF OPTIMUM MOISTURE. Building Materials a. Use of 2 primary façade materials CONSTRUCTION OR CONSTRUCTION (UNLESS OTHERWISE NOTED) b. Copy same style entire block STAKING, IT SHALL BE THE OWNER PLUMBING/MECHANICAL: CONTRACTORS RESPONSIBILITY TO Building Articulation, b. Use of Architectural detailing/materials to CONTACT THE CIVIL ENGINEER TO LLTK Realty LLC Security ourt Wylie, TX Form and Massing provide variety in visual appearance. ENSURE THAT ALL PARTIES ARE 206 Contact:C Larry Mozdzyn75098 IN POSSESSION OF THE MOST SR. BUILDING INSPECTOR: CURRENT SET OF CONSTRUCTION prepared by DOCUMENTS. MONK CONSULTING ENGINEERS, INC. 1200 W. State Street, Garland Texas 75040 972 272-1763 Fax 972 272-8761 BENCHMARK: ©2019 Monk Consulting Engineers, Inc., All Rights Reserved X CUT AT SW CORNER PROP LINE PROJECT NO.: 2019-17 REG. NO.: F-2567 ON THE APPROACH @ HOOPER ELEVATION = date: scale: 11/5/19 1" = 20' C101 1 I A/C GENERAL NOTES: — 544 i 11WM ADJACENT BUILDING CU/y/ FF=530 7' 0 —1 I 1 . Quantities shown on Plant List are Landscape Architect's estimate only and should be verified prior to bidding. 0 -0, I Contractor shall be responsible for bidding and providing quantity of plants required at spacing z STEEL RD. , 71 Lu E_EC PP 3 designated for bed sizes and configurations shown on plans regardless of quantities designated on Plant List. 0 SITE A/C A/C A/CA/C Lu CAPITAL ST. LO 2. Contractor shall notify Landscape Architect of any descrepancies, ambiguity, or unlabeled plants on plans rl% c3 I LOT 5, BLOCK B LOT 4, BLOCK B prior to bid submittal. If discrepancy, ambiguity, or unlabeled plant is not clarified by Landscape Architect ,.._. .,„ HENSLEY LN. HOOPER BUSINESS PARK HOOPER BUSINESS P4RP prior to bid submittal date, Contractor shall note such item on bid. illi EXCHANGE ST. LA-1 o_ CAB H, PG 52 VOL H, PC 52 q , 0 o 3. Contractor shall provide representative samples (minimum 3 each variety) of shrub and groundcover I, ONED LI ZONED LI •1 stock for Landscape Architect's and/or Owner's approval prior to major shipment of materials to site. I 4. After tillage and cleaning, all areas to be grassed shall be leveled, and fine graded. The required result l: 1 89° ';'46"E0' LI shall be the elimination of ruts, depressions, humps, and objectionable soil clods. During the soil preparation 20 10 0 20 process, a "Rock Pick or "Rock Rake" shall be used to gather surface stones as small as one inch (1 ") in LOCATION MAP 4:t diameter. ... ... - - , CC e- 20' U TI21 TY 4" gm 20' NOT TO SCALE 1 — _ I`8_'w ESMT 5. Grass areas to be either hydromulch Bermuda or perennial Rye, depending on date of planting. Bermudagrass X w /1111417/614r T- hydromulch shall not be applied prior to May 15 nor after August 15 nor at any time the soil temperature is w I 4111)0_ w ' 1111111!./. less than 70 F. If grassing is to occur after August 15 or before May 15, Contractor shall include perennial 0 "s , 0 '' GRASS Rye as base bid with an alternate price to return the following Spring (after May 15) to scalp Rye and re- 0 hydromulch with Bermuda, guaranteeing a full stand of grass. NOTE: 'f) I IS: O F 6. Contractor shall guarantee a full stand of grass, regardless of whether a permanent landscape irrigation system PRIOR TO THE BEGINNING OF ANY CONSTRUCTION OR CONSTRUCTION • 0 0 1 0 is installed. Contractor shall provide temporary irrigation or hand water as required for turf establishment. STAKING, IT SHALL BE THE . . CONTRACTORS RESPONSIBILITY TO \ NI >< 0 CONTACT THE CIVIL ENGINEER TO Q 0 7. Soil amendment to be "Compost" as produced by Living Earth Technology (Phone: 214-869-4332), or approved equal. • ENSURE THAT ALL PARTIES ARE I , Do 0 o -9.1' - 8. Tree holes to be excavated 2' greater than ball diameter and 6" deeper. Backfill with 2/3 existing soil and IN POSSESSION OF THE MOST am \\I 0 1 /3 Compost (or approved equal) as noted under 7. above, thoroughly blended by mechanical CURRENT SET OF CONSTRUCTION 0 0 = DOCUMENTS. means prior to backfill. RO \ , , CO lir el,:I \ /////// b 9. Shrub pits shall be excavated 12" greater than container diameter and 6" deeper. Backfill with 1 /2 existing soil 0 o and 1 /2 Compost (or approved equal) as noted under note 7 above, thoroughly blended by 0 6 I I 6 (0 mechanical means prior to backfill. CITY OF WYLIE DESIGN REQUIREMENTS I GRASS 0 O PROP BUILDING FA 1- \ 0 < ii \---, I 0 O FF=528.5 10. Mulch topdressing to be minimum 2" layer shredded hardwood, spread uniformly on all shrub and groundcover beds \c) CCJ, 0 (.,W 7-0' and on all tree saucers. Landscaping Design Requirements (4 Required) I : 1 in I-1 Landscaping in Req'd Yards a. Landscaping that exceeds minimum I \ • WRI-01 : 0:1 , O u) 11 . Bed edging (if applicable) to be 1 /8"x4" Ryerson "Estate" edging as manufactured by Joseph Ryerson Co., inc. Houston, Texas (phone: 713.675.6111 ),or approved equal. 0 Landscaping of Parking Lot a. 10% more in excess of 1 o a 1 co .IIII , LL, ,,,, oiz, . > . LOT 5, BLOCK A 12. All holes for trees and large shrubs shall be tested for water retention prior to tree or shrub installation. After hole is excavated, it is to be filled with water to the top of the excavation. If, after 24 hours, the hole still holds 50sf/space \ LOb. Parking lots with no space further than HOOPER BUSINESS PARK water, the Contactor shall excavate an additional 6" from the bottom of the hole. The Landscape Contractor shall iii LO I \ -,-, 0 O CAB H, PG 52 40 feet from a landscaped area I b 0 then install 6'' of native washed gravel covered on the top (and up to a minimum of 12" on the sides of the hole) c. Landscaped Pedestrian Connection 1 z 0 O '-- ZONED LI with filter fabric. The Contractor shall also install a capped 3" diameter PVC sump which will extend from near the I 16/1k 00 , GRASS bottom of the rock layer to 3" above the proposed finish grade so the hole can be evacuated through mechanical Landscaping of Street b. Increase in minimum width of L/S buffer I 0 means. Frontages by 20% I \ I Wr 0 * 0 13. All planting (trees, shrubs, groundcover, and/ or grass as applicable, to be guaranteed for a period of one year 0 I 4s .... \ ,...---- ----1 ..-- Ld I after Final Acceptance. I I ••••• z 1 I I 14. Install bed edging in all areas where shrubs or groundcover abut grass area edges. 1 , i I I RO I ...„ 1.. \k 1 ..._, ,1- \ \I \II) ..,. ..._ t MINIUM= 41111111.1111 V 41111111111 il FIRELANE S 89773 '46"W 165.00' ——_ , MUTUAL \ / \ 0/ ll 0) N \ 11 FH 1 \ I, ii \ \ \ 1 EX BLDG FF=526 75 z, , \ LANDSCAPE NOTES All grass areas, with the exception of drainage areas, are to be hydromulched Bermuda (2# per 1000 sq.ft.) for warm season application or hydro mulched mixture of rye grass (5# per 1000 sq.ft.) and hu led Bermuda(1 # per 1000 sq.ft.) for cool season application. Grass in detention ponds and flow lines to be solid sod Bermuda grass. Grass and bed areas are to be separated by 12 gauge metal edging. ONLY DRAWINGS STAMPED "RELEASED FOR All trees & shrubs to be planted a minimum of 2.5' from impermeable surfaces & utility lines. CONSTRUCTION" BY THE CITY OF WYLIE TO BE USED FOR CONSTRUCTION. Contactor to verify plant material cuantities and notify owner of any conflicts. Bed preparation shal consist of incorporating one 4 cubic foot ba e of spagnum peat moss and one 3 cubic foot bag of landscapers mix per 75 sq. ft. into the top six inches of existing soil. All landscape areas shall be watered by a fully automatic irrigation system meeting the minimum standards of the American Society of Irrigation Consultants, and the current building code(s) for the City of Wylie. All plant material shall meet American Nursery Standards for height and width in each container size. With the exception of ground cover beds, all plant material sha I be mulched with 2" of cedar/cypress mulch (minimum). Trees sha I have a root ba I of a minimum of 10 inches of ciameter for each inch of caliper. Contractor shall be responsible for locating a I utilities and obtaining permits as recuired by the City. The property owner, his successors, assigns or a designated Homeowners Association (H.O.A.) agrees to: 1 ) maintain all common areas & buffer yards. 2) keep al recuired landscaped areas maintained in a weed free, trash free condition. LANDSCAPE PLAN 3) pe responsible for maintaining a temporary irrigation system as ong as necessary in order to transition p ants over to natura sources. (Any plant materials that die in transition, for any reason, shall be replaced in accordance with Section 13-2-14. 123 HOOPER ROAD 4) replace any cead plant material within 90 days. HOOPER BUSINESS PARK P A \ /< _ \/ Lot 2, BLOCK B, 0.61 ACRES City of Wylie, Collin County, Texas OWNER KEY QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS LLTK Realty LLC 206 Security Court Wylie, TX 75098 Contact: Larry Mozdzyn 0 LO 3 LIVE OAK Quercus virginiana Min. 4" caliper; Min. 15' ht. and 8' spread. Nursery-grown B&B, containerized,or prepared by container-grown; full head MONK CONSULTING ENGINEERS, INC. Minimum 4'' caliper; 1200 W. State Street, Garland Texas 75040 RO 3 SHUMARD RED OAK Quercus shumardii minimum 16' ht. Nursery-grown B&B, containerized,or container-grown; full head and 11 '-6” spread. 972 272-1763 Fax 972 272-8761 ©2019 Monk Consulting Engineers, Inc., All Rights Reserved Ilex cornuta .: . .: BH 60 BUFORD HOLLY ”Bufordir 5 gallon; 24'' o.c. Full; plant 24”o.c. PROJECT NO 2019-17 REG NO F-2567 date: scale: 11/5/19 1" = 20' L101 a 0 O I N A B © D © ••=1ac 2x2 DECORATIVE W 4U AWINGSPENDE STONE SUPENDED E. N 4' AWING ^ N CI? l'; A N METAL ROOFING _ ------------------------_------- -----------_-------------=--------------------------CONT.—GUTTER.--:.al_—.---,—a--=---a-1—E:r--7===--...--.7-7...=--z..---.7—i==--m.---.7—_=--s-"=—_7s--=._.7r-:_.__E s-z:_-1..-z_.._-_7z:T:_- ------------- -----------_----- -------------_ -1—:--- -:=::-_:. =--:a STONE FRONT —____- ;_____ ___ ______,=___- ________--,...= _=__________-,...= _____-=________--,...=========- -==__'__ -- _====-r====== -m' 1 .=_=L:_ = CORNERS --17 :: 7 ::::: :::::::: 2=:::::::E - =--- -- ---= - = � --- - =___ = -- - ------------= - __:�------ - __ _ ■ ----- ------ --------------------------------- FACE BRICK -_=='===========- ------------------------------- ---------------------�------------------------- --------------- ____________________________________________________—________________________— =_____________.._ V1 N A 12' STORE FRONT 12' STORE FRONT = . w FRONT ELEVATION(WEST) o SCALE : 1 /8" = 1 ' N Q 2x2 DECORATIVE O STONE 1 /12 0 ti•.•.ti•:•.•.•:•:•: :•: :•:•:titi•` tititi•: :tititi.. tiff•:•:•:•:•:•:•:•:•:::•:titititi^-71-:-T"�s•,..,-_ ,,....- STONE FRONT . . . . . . . . . . . . . . . . . . . . . . . . . . . CORNERS DOWNSPOUT W/ ������------ ------------------- SPLASH BLOCK -=_ ======_== ____________= . . . . ._ . . . . . . ..�===== :-=-1--=-_-_----=-=-3=...7-=-=-=-7.-7.-li. . . -_____.4 4 4 Y______�Y______ Y_NYYYYYYYYYYYY� 4 4 4' -_ a WINDOWS 2 SIDE ELEVATION (NORT- & SOFT-) ' „ LLI Z CI SCALE . 1 /8 = 1 4.0'a a MIN AO UI) a MIN Q0 OH _ 4) = of) N >I 111 D © B A � � 2x2 DECORATIVE 0 S Q J IV TONE METAL ROOFING -0 LT1 w FACE BRICK :,....: .... __=�_= _________________________________________ _ _=E..--1.i ._-_-_- ItittlittratittittlEatitalta!ISSItnELE=_E-17-E=ME---E---E---E---E---E---_=-Elsk:....:..,:a OVERHEAD MAN DOOR 3 REAR ELEVATION_(EAST) DOOR SCALE : 1 /8" = 1 ' ACC - I - -�CN - -:� , -- _ (S 9-0Li R ) t,... „,.*;::::: „. I .)r r J r - K 1 ., .):, ;1. r x, yea. .wt' i Date Issued 11-02-19 t 4'''''-'1"44:; `,-1-7,v,-11;:7?'1: la 1 ' Project No. 2019-21 �.,4. � a EXTERIOR ELEVATIONS Sheet Number A301 QSequence of J Planning & Zoning g CITY OF Commission AGENDA REPORT Meeting Date: December 17, 2019 Item Number: B Department: Planning Railroad Industrial Park Prepared By: Kevin Molina Subdivision: Addition Date Prepared: December 04, 2019 Zoning District: Commercial Corridor(CC) Site Plan, Landscape Plan, Exhibits: Elevations Subject Consider, and act upon, a Site Plan for a Restaurant with Drive In or Drive Through Service Use, Lot 4RA,Railroad Industrial Park Addition on 1.445 acres, located at 350 S. State Highway 78. Recommendation Motion to (approve, approve with conditions or disapprove) a Site Plan for a Restaurant with Drive In or Drive Through Service Use, Lot 4RA,Railroad Industrial Park Addition on 1.445 acres, located at 350 S. State Highway 78. Discussion OWNER: Whataburger APPLICANT: Jacobs Engineering Group Inc. The applicant is proposing to develop a 3,578 sf restaurant with drive-thru on 1.445 acres. The property is zoned within the commercial corridor district and the proposed use is allowed by right. The development is required to have 24 parking spaces and is providing 50 parking spaces with two of them being handicapped spaces. The site will be accessed from SH78 and by mutual access drives on developed properties to the northeast and southwest. A 5' wide sidewalk will be installed along State Highway 78. The exterior material of the structure is comprised of stone veneer and stucco and meets the requirements of the Zoning Ordinance. The fire lane is along the easement of a plat approved in May of 2018 and exceeds the fire department requirements. As presented, this site plan is in compliance with the design requirements of the Zoning Ordinance. Approval of the site plan is subject to additions and alterations as required by the City Engineering Department. The Planning and Zoning Commission must provide a written statement of the reasons for conditional approval or disapproval to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Government Code. Approved By Initial Date Department Director JH December 11, 2019 Page 1 of 1 Lo co 66 0 cn (6 SITE PLAN SUBMITTAL O U a) A b op so 0 ca 0 E. o w W ❑ W 500 STATE HIGHWAY 78 Z~ OQ ❑ >� W>- E U) 1 I PREPARAir AED FOR: 1 GE WYLIE , TEXAS 75098 oo � 300 CONCORD PLAZA DRIVE PROJECT #2104379 ›_, Q o SAN ANTONIO TX 78216 z = LIST OF DRAWINGS: — 0 TEL: 210- 476-6625 PT14M BUILDING TYPE ■ C-0.0 SITE PLAN COVER SHEET 0 = Q CONTACT: MATT BARTHOLOMEW MISP-1 SITE PLAN D ill W m Q ■ C-1 .0 LANDSCAPE PLAN - R H Hi ■ C-2.0 LINE OF SIGHT DRAWING W - � J 5 ■ C-3.0 EXTERIOR ELEVATIONS ■ C-3.1 EXTERIOR ELEVATIONS dr `n Fleming st c IN JACOBS 1!- PREPARED BY■ JACOBS ENGINEERING GROUP INC. 4rU11 , SITE . .,,q, TEXAS REGISTRATION 12966 911 CENTRAL PARKWAY NORTH, SUITE 425 JAco Bs SAN ANTONIO, TEXAS 78232 TEL (210) 494-0088 FAX (210) 494-4525 COPYRIGHT ,2017 =T JACOBS ENGINEERING GROUP INC. vi 1iv t t M TEXAS FIRM # F-2966egeSt ;*:• � **�, 911 CENTRAL PARKWAY NORTH, SUITE 425 MICHAEL A. HUSEK -00P Dr E °' 120245 r 7� � ��d���.c� �/C E4 .�4r�.: SAN ANTONIO, TEXAS 78232 F . ENS �N PHONE: (210)494-0088 %=ttsf ,'� EN% -� FAX: (210)494-4525 12/6/19 N19 © 2019 JACOBS ENGINEERING GROUP INC. (Arens Avec. \111 I S W Kirby t 0 P —41 300 CONCORD PLAZA DR. SAN ANTONIO,TEXAS 210-476-6000 ZIP 78216 �� (� THIS DRAWING IS THE PROPERTY OF 111 \\\ WHATABURGER,SAN ANTONIO, I— TEXAS AND MAY NOT BE USED OR W SCALE: N.T.S. REPRODUCED IN WHOLE OR IN PART 1 WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER. W ` , 0 U41, Q ♦ Z SHEET TITLE: —1 Cl- SITE PLAN I- 0) O c O U LAND USE CHART s • U PROPOSED USE NEW WHATABURGER RESTAURANT WITH DRIVE THRU SERVICE if ti PROJECT NO.2104379 SURVEYOR: GEOTECHNICAL ENGINEER. SITE AREA 1.445 ACRES (62,939 S.F.)PLATTED DATE: 11/19/19 U SAM, LLC NAME o JAMES CRAMER COMPANY PRESENT ZONING CC COMMERCIAL SCALE: NTS X 1019 CENTRAL PARKWAY NORTH STE. 104 ADDRESS PROPOSED ZONING DRAWN BY: JR E- SAN ANTONIO, TEXAS 78232 CITY, STATE ZIP - aS (210)716-2726 PHONE jimmer.kramer@sam.biz EMAIL FRONT SETBACK 25' APPROVED BY: MH ai SIDE SETBACK 10' ❑ Q GOVERNMENT / UTILITY OFFICIALS: REAR SETBACK 10' SHEET NO: 0 o PARKING REQUIRED (MIN.) 24 (1 PER 150 S.F.} -0 C—U CITY OF WYLIE TxDOT U `s JASEN HASKIN WES LAWSON STEVE SEDDIG MOHAMMAD KHOSHKAR PARKING PROVIDED 50 SPACES a) '`- PLANNING MANAGER PROJECT ENGINEER FIRE MARSHALL TXDOT-MCKINNEY OFFICE 300 COUNTRY CLUB RD 300 COUNTRY CLUB RD 300 COUNTRY CLUB RD 2205 S. STATE HIGHWAY 5 ACCESSIBLE PARKING REQUIRED 2 SPACES 0 WYLIE, TEXAS 75098 WYLIE, TEXAS 75098 WYLIE, TEXAS 75098 McKINNEY,TEXAS 75069 ACCESSIBLE PARKING PROVIDED 2 SPACES (W/1 VAN ACCESSIBLE) 972-516-6324 972-516-6410 972-516-6000 972-547-2237 ' JASEN.HASKINS@WYLIETEXAS.ORG WES.LAWSON@WYLIETEXAS.ORG STEVE.SEDDIG@WYLIETEXAS.ORG MOHAMMAD.KHOSHKAR@TXDOT.GOV 0) ALLOWABLE BUILDING HEIGHT 50' o ACTUAL BUILDING HEIGHT 21' ELECTRIC PHONE/INTERNET GAS GAS ONCOR ELECTRIC QUEST COMMUNICATIONS ATMOS ENERGY COSERV GAS ACTUAL BUILDING AREA 3,578 S.F. 0) 0) 888-875-6279 800-283-4237 888-286-6700 800-274-4014 X illiW 1111Will DALLAS AREA RAPID TRANSITNOTES BY SYMBOL SUMMARY OF SITE DESIGN DESIRABLES m (100' R.O.W.) d 6" CONCRETE CURB, SEE SHEET C-7.1 FOR DETAILS 4-7: - • INDIVIDUAL BUILDINGS W/FOOTPRINTS = OR < 10,000 SQUARE FEET. co R-1906.58' / "' -138 62' • O2 6' LONG PRECAST CONCRETE WHEEL STOP, SEE SHEET C-3.1 FOR DETAILS • FRONT FACADE ORIENTED TO THE STREET. N5712'27"E SITE PLAN WITH NO MORE THAN 50% OF PARKING IN FRONT OF THE BUILDING. v i....0....................28/.11 .59 L=74.82' •DUMPSTER ENCLOSURE, • BUILDING 0 --__. <- REF STRUCTURAL PLANS SEE SHEET S-7.1 DETAIL A3 OMBE WITH NO MORE THAN ONE ROW PARKING IN FRONT. CB-N53°37'46"E 3 • 6 ;6:40:744ii, - COMBINED ACCESS POINTS WITH ADJACENT TRACTS. z O ADA CURB RAMP & SIGNAGE, SEE SHEET C-3.1 FOR DETAILS 1=B gooltA - r - as _ c • LANDSCAPING THAT EXCEEDS THE MINIMUM BY 10%. EE -F-+ ------- ----- ---- -." "�` d 90' PARKING & PAVEMENT STRIPING, SEE SHEET C-3.1 FOR DETAILS • LANDSCAPING IN SIDE AND REAR YARD NOT OTHERWISE REQUIRED. U E. 90' • 1 • LANDSCAPE PEDESTRIAN CONNECTION TO MAIN ENTRANCE W r god 0 O BUILDING PERIMETER SIDEWALK, REF STRUCTURAL PLANS FOR DETAILS • PARKING LOTS WITH NO SPACE FURTHER THAN 40 FEET FROM A LANDSCAPED a AREA. i (;;� 015 O AREA LIGHT WITH POLE AND BASE, SEE SHEET S-7.1 , DETAIL Al �I- ! i ::::40741 to 4-9: Oo�8 ADA PARKING, SEE SHEET C-3.1 FOR DETAILS • USE OF TWO COMPLEMENTARY PRIMARY FACADE MATERIALS TO HELP ACHIEVE inO-er• 96' FACADE ARTICULATION, VISUAL VARIETY AND/OR ARCHITECTURAL DETAILING. LU,_ • • COPY SAME STYLE ENTIRE BLOCK. ��OLANDSCAPE AREA, REF LANDSCAPING PLANS, SEE SHEET L-1 .1 FOR DETAILS ♦ # • APPLICATION OF BASE STANDARDS TO FACADES NOT FACING A PUBLIC STREET. N • USE OF ARCHITECTURAL DETAILING AND/OR MATERIALS TO PROVIDE VARIETY IN v0 �9R5.00 'oo07 1 00010 MENU BOARD CANOPY, SEE SHEET A-0.1 , DETAIL C1 AND S-7.1 , DETAILS D3 VISUAL APPEARANCE.O0 • BUILDINGS WITH HIP ROOF SECTIONS, DORMERS OR TWO OR MORE GABLE ROOF W CO�� / n11EXTERIOR MENU BOARD. REF ARCH. PLANS, SEE SHEET A-0.1 , DETAIL B4 SECTIONS AT RIGHT ANGLES TO EACH OTHER.O/ 12HEADACHE BAR, SEE SHEET S-7.1 , DETAIL D4 �' Q`� 21 00 d4 37 13 CONCRETE SIDEWALK/ISLAND NOSE (TYP), SEE SHEET C-7.1 FOR DETAILS 0 i CD LO ® FLAGPOLE WITH GROUND MOUNTED LIGHTS, UNITED FLAG AND BANNER, GARRISON TYPE - - ~ 15 OR OWNER APPROVED EQUAL, 30' HIGH, 5" BUTT ALUMINUM WITH 14 GAUGE a _ C/) 23 cp b a ALUMINUM BALL FINIAL. INCLUDE ALUMINUM ROLLER AND SLEEVE. HARDWARE TO -J <C • • o 14 INCLUDE STATIONARY TRUCK, NYLON FLAGSNAPS AND HALYARDS, ENTIRE ASSEMBLY : W >< _ - LOT4RB (INCLUDING FOUNDATION) TO CONFORM TO APPLICABLE CODES, INCLUDING WIND LOADS. m _ _ ,�...� 16 O O - ,to I RAILROADINDusTRiAL SEE SHEET S-7.1 , DETAIL A2 FOR FOUNDATION DETAILS < H- LOT5R I • Q a I PARK ADDITION SEE SHEET E3.1 , DETAIL 4 FOR LIGHT DETAILS d (- RAILROAD INDUSTRIAL �� PARK ADDITION I @ • N 55 , U _ o s �, N .. d © 15 CONCRETE PAVEMENT, SEE SHEET C-7.1 FOR DETAILS -1 116 ,.12- ddd o 1- © �- o 0 o o ss ss / 16 LOADING RAMP, SEE SHEET C-3.1 FOR DETAILS ` a- It) 0o L■ O I+ fv, WL s o S - FL - 9 I / 17 MONUMENT SIGN, REF SIGNAGE PLANS FOR DETAILS 3I c j'IN LOT 4RA F- - - • I oo I ©RAILROAD INDUSTRIAL 2 33 �, / 18 FIRE LANE STRIPING, SEE SHEET C-3.1 FOR DETAILS rt PARK ADDITION • •�\\ 0 _ JACOBS 6" STEEL BOLLARD. SEE STRUCTURAL SHEET S-7.1 , DETAIL Cl . FINAL CV -- JACOBS ENGINEERING GROUP INC. ISO13 0 19 LOCATION OF THE 2 BOLLARDS NEAR ELECTRICAL CONNECTION TO BE co TEXAS REGISTRATION #2966 Z - 1 N COORDINATED WITH ELECTRICAL PURVEYOR, T1 d911 CENTRAL PARKWAY NORTH, P ! 1 4.M �_ a :16.0 425 SAN SUITEANTONIO, TEXAS 78232 J J J OPRPOPOSED STORM DRAIN SYSTEM. SEE TEL (210) 494-0088 BUILDING LL2O FAX (2 0) 494-4525 13N SHEET C 5.0 FOR GRADING AND DRAINAGE coPYR,GHT 2G,� r JACOBS ENGINEERING GROUP INC. 13,578 Sq.ft. 7 21 21 1 ' DECOMPOSED GRANITE STRIP, REFER TO LANDSCAPE PLANS FOR DETAILS +•"`ttt FT 542.25 - _ co M�P�� OF r stt �+ - 22 EXISTING STORM DRAINAGE INFRASTRUCTURE tt * k S*aa 25.00 ` 2t 00 3o.0oLL 20.00 -_-- 20.00 -1 35.00 I 23 CONCRETE SWALE SEE SHEET C-7.1 FOR DETAILS � e # MICHAEL A. HUSEK II I0 124 COLUMNS, SEE SHEET AlA1 .1 FOR MORE INFORMATION #�;�• 120245 •._,, 15 2 + \ v - 25 EXISTING CONCRETE PAVEMENT 31It isi•�A' ti�G� 0 ad O O 26 CURB CUT, SEE SHEET C-7.1 FOR DETAILS 12/6/19 0 Ci"5 C2i� �d -.,,d 21 u U 0 I 27 9.5 L.F. - SAW TOOTH CURB SEE SHEET C-7.1 FOR DETAILS \., 1 I I Q J 28 RIVER ROCK, SEE LANDSCAPE PLAN, SHT. L-1 .0 •' / © LL 3 - - ® 22 29 / -I'/ (] Ei D - © / O EXISTING 24 CLAY SANITARY SEWER MAIN ARAM t ' ' d 9 I I 30 EXISTING 8" WATER LINE SITE DATA TABLE '� I < R5.00' ofl 13 35 ,� �� � , I 31 EXISTING FIRE HYDRANT ZONING CC COMMERCIAL CORRIDOR DISTRICT 300 CONCORD PLAZA DR. 9 R5.0p' __ SAN ANTONIO,TEXAS �� R'`p 1 .y --_ EXISTING LAND USE UNDEVELOPED d d PROPOSED SANITARY SEWER SERVICE LATERAL 210-476-6000 ZIP 78216 PROPOSED LAND USE NEW WHATABURGER RESTAURANT 32 a° WITH DRIVE THRU SERVICE ° <0• 2g 33 PROPOSED DOMESTIC WATER SERVICE LATERAL THIS DRAWING IS THE PROPERTY OF 1 22• °�, , LOT AREA 1.445 AC. (62,939 SQ. FT.) PLATTED • d ,r, WHATABURGER SAN ANTONIO fy<< BUILDING SLAB 3,578 S.F. TEXAS AND MAY NOT BE USED OR I � 34 PROPOSED IRRIGATION SERVICE LATERAL ' REPRODUCED IN WHOLE OR IN PART // , : Q • e • G BUILDING HEIGHT 50 FT. WITHOUT THE EXPRESSED WRITTEN FRONT YARD SETBACK 25 FT. CONSENT OF WHATABURGER. Q `' ' J J H 35 PROPOSED FIRE DEPARTMENT CONNECTION SIDE YARD SETBACK 10 FT. W 13 36 REAR YARD SETBACK 10 FT. I- 31 � 13 31 GREASE TRAP d F- 4°° PARKING REQUIRED 24 SPACES (1 PER 150 GFA) 21 10.00' CO "6. °. # 1,,, SHEET TITLE: > ° 37 TRANSFORMER PAD PARKING PROVIDED 50 SPACESv o TYP. d /% . LANDSCAPING (ON-SITE) 13,122 S.F. o _- �� 38 UNDERGROUND PRIMARY ELECTRIC ON-SITE CONCRETE PAVING 34,711 S.F. CIVIL SITE -- • CURB ON-SITE 1 358 L.F. > � dad / �m o • J I ( ) PLAN ro _ E 17 F 39 PROPOSED 6 FIRELINE BUILDING PERIMETER WALK 1,974 S.F. d •: CA c.) C 40 MAIL BOX. SEE SHEET C-3.1 FOR DETAIL. CONCRETE FLATWORK (ON-SITE) 230 S.F. �`� 0 d , Q CONCRETE FLATWORK (OFF-SITE) 753 S.F. cD,"' CONCRETE SWALE 161 S.F. 5 S51°47' 12"W 212.74' CNI o PROJECT NO.2104379 0 13 0 13 Q is) j _ ±32.3 = _ - - _ DATE: 11/19/19 U CD =' SCALE: 1" = 20' o DRAWN BY: RLM ai APPROVED BY: MH / N 0 v0 o (SHEET NO: o EASEMENTS STATE HIGHWAY 78 (VARIABLE WIDTH R.o.W.) SP- 1 r. O EXISTING 15' DRAINAGE EASEMENT (CAB 2017, PG. 307 P.R.C.C.T.)-= 0 O EXISTING 30' FIRE LANE ACCESS & UTILITY EASEMENT (CAB 2017, PG, 307 P.R.C.C.T,) LEGEND ‘11, uvoe , d 10' x 55.5' WATERLINE EASEMENT (CAB 2017, PG, 307 P.R.C.C.T.) 0 20' 40' 0) OIf I,. NUMBER OF PARKING SPACES Kraowwhat°sbC1�W. o C) 10' ONCOR ELECTRIC DELIVERY CO. LLC, EASEMENT (CAB 2017, PG. 307 P.R.C.C.T.) Cal Ibefor�e you dig. GRAPHIC SCALE: 1"=20' "' 10' DRAINAGE EASEMENT (CAB 2017, PG. 307 P.R.C.C.T.) -- -- PROPERTY LINE y//////////////////////////////////////////////// 7 - - EASEMENT LINE / THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE / rn ® 10' WATERLINE EASEMENT (CAB 2017, PG. 307 P.R.C.C.T.) SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR 111611\Ar a; CONCRETE CURB / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING / VARIABLE WIDTH ACCESS EASEMENT "EXHIBIT C" / UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE / (FILE #20180622000778 R.P.R.C.C.T.) BUILDING / FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 8, VARIABLE WIDTH ACCESS EASEMENT "EXHIBIT D" / MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE / c AREA LIGHT POLE & BASE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. § (FILE #20180622000778 R.P.R.C,C.T.) ATAB i t / CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES / o O 24' FIRELANE ACCESS & UTILITY EASEMENT (CAB 2017, PG. 423 P.R.C.C.T.) FIRE LANE j 24-HOURS PRIOR TO COMMENCING CONSTRUCTION. / ///////////////////////////////////////////////// M LANDSCAPE REQUIREMENTS - WYLIE, TX ♦ , ' . m EXISTING 15"PECAN TOTAL SITE AREA: 62,965 SF rn TREE(OUTSIDE OF PROPERTY) HEY 78 FRONTAGE: 213 LF o - -- PARKING SPACES: 49 I a ai REQUIRED PROVIDED z �� - iti I 1 LANDSCAPE AREA: 1 . LANDSCAPE AREA: E SCSC o • 20% OF SITE SHALL BE LANDSCAPED • 12,650 SF PROVIDED a. l EXISTING 22" LU W \ G.3 PECAN TREE TO •• 62,965 x .20 = 12,593 SF a SEASONAL \- REMAIN I �� COLOR \ �\ \a©) I 2. PARKING LOT: 2. PARKING LOT: zQ G.2 %�04� dirt • 50 SF PER PARKING SPACE • 2,915 SF PROVIDED °0 �1414 0 - _'� 1 CF 3 III `,:�7 :�i.ir' PT •• 50 x 49 = 2,450 SF W>- AS T • PARKING WITHIN 60' OF LANDSCAPE AREA • PROVIDED %`� �- • • LANDSCAPE EVERY 12 SPACES • PROVIDED RIM AS SC C MULCH BED, �' Q, # , FULL COVERAGE 73E4°4 ©�� G� VIS AL S�+REENING: 3. VISUAL SCREENING:SEASONAL ©/ o \� O�ooO 3 !U �✓ • LlJ hCOLOR f T�•a► it 0 •• O • 5 WIDE AND 3' HIGH SCREEN WHEN PLANTED • PROVIDED [� fs 0 . ill Ol . �� �- �00 fw - © O - • FLOWERING TREE EVERY 20 LF ................, + PROVIDED � Q � IQ ,I. : � ` ���0 il vaini.„,. d © \\ \ 4. STREET FRONTAGE 4. STREET FRONTAGE U iC) I AS J � � O� OF T� \ • 50% OF STREET FRONT YARD HAS 10' WIDE • 159 LF OF 10' WIDE BUFFER Z 0 N- TT LO Or-7j. >�4 -n Lc ) AG PROVIDED - Oa,� `� j-.� � T� - LANDSCAPE BUFFER Q {�0 Lc , OO �� ��ii AG ++ 213 x .50 = 107 LF _ T T/ 9QErAtotker©©�0 • TREES EVERY 30 - 40' (5 TREES) PROVIDED T W X I- r LLI PIP 4' Lc < E- �� �� �T MULCH BED, I 5. DESIRABLE STANDARDS 5. DESIRABLE STANDARDS T I- in-I / CONTRACTOR TO 0 FULL COVERAGE H I G,2 > ENSURE LANDSCAPE AS • LANDSCAPING IN SIDE AND REAR YARD NOT • PROVIDED U '‘i- - I AND GRAVEL AREAS \\ - - �� El • . DRAIN AWAY FROM OTHERWISE REQUIRED BUILDING W I- Q , . • LANDSCAPE 10% MORE IN PARKING LOT • 2,845 SF PROVIDED IN PARKING LL ello r .� •+ 2450 SF x .10 = 2,695 SF �6 +I • NO PARKING SPACE FURTHER THAN 40' • PROVIDED .< \ r - I FROM LANDSCAPE AREA i T • _ \ • LANDSCAPE PEDESTRIAN CONNECTION TO • PROVIDED MAIN ENTRANCE JA - JACOBS ENGINEERING GROUP INC. TEXAS REGISTRATION #2966 - - 911 CENTRAL PARKWAY NORTH, SUITE 425 ° O '•�•IC O - I SAN ANTONIO, TEXAS 78232 �aOa_�00000010 SA ( NT IO, TEXAS BUILDING \ FAX (210) 494-4525 I r C JAOCOBS ENGINEERING GROUP INC. 3,578 sq.ft. - \- PLANT MATERIALS SCHEDULE 4 -- FF 542.25 _ ° As 4 - + - L._/_ TREES LC TT - SYMBOL' QTY COMMON I Scientific ROOTBALL CAL. HEIGHT SPREAD NOTES THIS DOCUMENT IS - RELEASED FOR THE PURPOSE I LAWN(TYP.) I Container grown;height measured OF INTERIM REVIEW UNDER AC 15 CADDO MAPLE/ N/A 3"'min 14-16' S T THE AUTHORITY OF 01 ' 6"above ground level;symmetrical LISA M. WHITE, RLA2522, AC 5 ., Acer saccharum'Caddo' canopy.Single,straight canopy ON December 05, 2019. �� �� MULCH BED, IT IS NOT TO BE USED FOR �- ( G.1 l FULL COVERAGE CF 4 DOGWOOD/ NIA 2"min 8-10' 3 5' Container grown;height CONSTRUCTION BIDDING OR 0 \ Cornus florida measured 6"above ground level; PERMIT PURPOSES. KE.1 ) - symmetrical canopy. ) G.2 +I SHRUBS ° ° Iv \AS SYMBOL! QTY COMMON/Scientific SIZE HEIGHT SPREAD SPACING NOTES T A �.� p.�`� o AC 5 �T, \ O o O o00` '$ .1 .4 � . T 0 LC �C 1 21 CHERRY LAUREU 5 gal. 36"min. 36"min. 48" Full plant container grown t"" '��'•`+ -= \ Prunus caroliniana AG • O O O O 09411 T - LAWN(TYP.) 0 O O O m O 0 Orel x:.:.:............ 300 CONCORD PLAZA DR. AS z :,:•. AG O Aoir3A 0 1 EDWARD GOUCHER DWARF ABELIA/ 5 gal. 18-24" 18 24" 4$" Full plant, ontain grown SAN ANTONIO TEXAS 00000000.r000000.M'mcc"' :x;: ll c er ro , I \ � 54 Abelia g nd+flora Edward Goueher 210-476-6000 ZIP 78296 „ ._ N.e._ O � 0 \ AG a ra MULCH BED, G.1 FILL.COVERAGE y LC THIS DRAWING IS THE PROPERTY OF \�\ CHINESE FRINGE FLOWER/ 5 gal. 18-24" 18-24" 48" E.1 \ �C 63 Full plant,container grown WHATABURGER,SAN ANTONIO, T3 �� , ,. , Loropetalum Chinensis Purple diamond TEXAS AND MAY NOT BE USED OR z WITHOUT THE E EXPRESSED WRITTEN ( L TTAT AS MULCH> BED, \\ \ I �,� CONSENT OF WHATABURGER. FULL COVERAGE SUPER GOLD DWARFABELIAI 5 gal. 12 18" 12 18"' 36° Full Cant container grown W G 1 MULCH BED, ) 104 p FULL COVERAGE AS / Abelia grandiflora'Super Gold' Q AC 2 LC / U ( E.1 ) MONUMENT SIGN SHEET TITLE: � 1 T V s s s SEASONAL GROU NDCOVERS z �`� T �� _1 \ O��Oo ::i ems: COLOR LANDSCAPE 0. Wily- E. LAW Y SYMBOL COMMON I Scientific SIZE HEIGHT SPREAD SPACING SF NOTES S O.. \O h .y.•.V i'� ; A, �1 T I iT I PLAN t AS :.. S•�� � 173 ;O a ::i� E.1 SEASONAL \ ` 4",pot approx. 160 SF Full plant container grown pr4 ��► . Oro <: \' COLOR U to 0 - -I- ' 0�'� t0 O O U O���.; cNjOO� _OO O _• dOO�°t�CPO 00100 0 O�i dOA® C_ GRASSES v. SYMBOL COMMON/Scientific SIZE HEIGHT SPREAD SPACING SF NOTES o LAWN COMMON BERMUDAGRASS/ approx. 7,325SF solid sod PROJECT NO.2104379 o Cynodon dactylon DATE: 11/19/19 \\ (AG AG ) AC 1 AS ) AG Ci REPAIR AREAS DAMAGED ! AC\ HARDSCAPE MATERIALS SCHEDULE ' 00 i ____/ BY CONSTRUCTION WITH SCALE: 1 - 20 iSOD. TEMPORARY X IRRIGATION ONLY QTY TAG DESCRIPTION COLOR FINISH NOTES DRAWN BY: LW H cu PLANTER BED EDGE; STEEL EDGING i" BY 6" APPROVED BY: LW approx.555 LF E1 ) AS MANUFACTURED BY COL-MET, OR GREEN STANDARD 6 APPROVED EQUAL a approx.410 SF G.1 DECOMPOSED GRANITE GRAVEL 4"depth. a Well compacted. SHEET NO: ° NEW MEXICO RIVER ROCK;2-4"AS SOLD BYDFWo L.,..... ■ 0 approx.340 SF G.2 STONE SUPPLY, OR APPROVED EQUAL 6"depth p 2 N 0 . NEW MEXICO RIVER ROCK;4-8"AS SOLD BY DFW _ approx. 170 SF G.3 STONE SUPPLY OR APPROVED EQUAL 12"depth W �z *Tgavdao ' IRRIGATION NOTES: o 20' 40' Know what's below. 8 1 . ALL LANDSCAPE AREAS SHALL BE PROVIDED WITH AN '�". d GRAPHIC SCALE: 1"=20' a N AUTOMATIC UNDERGROUND IRRIGATION SYSTEM WITH RAIN %////f///f/fff//fff////////////////f/////f//f//\ AND FREEZE SENSORS AND EVAPOTRANSPIRATION WEATHER j THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE j / SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR09 BASED CONTROLLERS. / SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING / X 2. IRRIGATION SYSTEM SHALL BE DESIGNED BY A QUALIFIED j UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE / FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH PROFESSIONAL AND INSTALLED BY A LICENSED IRRIGATOR. / / / MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE / 6) 3. IRRIGATION SYSTEM AND WATERING SCHEDULES SHALL / AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. / . SUPPLY THE APPROPRIATE AMOUNT OF WATER WITHOUT / CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES / / A E / 24-HOURS PRIOR TO COMMENCING CONSTRUCTION. / a OVER-WATERING. jiii////i//i////ii///////i////i////ii///////i///T P >- m 0 rn Z r O tr I— o d o E Z U WI N / < / I kv zQ ri A ,- / To r- _____, , . ., , , N, 521 , W o o ) to EXHAUST FAN = H \ EXHAUST FAN _ A / y, EL 21'-0" EL 21'-0" ABovE P BovE FIN.GRADE.- ( , F t€-r z T -t- A-s r FIN.GRA J ABOVE ABOVE I - FIN.GRADE - I ( 1 i " E FIN.GRADE L p - , ,,, 1 �„ ABOVE ABOVEI D I J FIN.GRADE 26,50'TO PROPERTY LINE 133,00'TO PROPERTY LINE FIN.GRADE 26 50r'i 133 0OJ m P PPIP ~ � U 3578 sG.�� &dLdLidlid 1 1 W 0J J J d H O J d AI a. > 1 J i 711\ o JACOBS hI JACOBS ENGINEERING GROUP INC. I TEXAS REGISTRATION ,#F-2966 _ 911 CENTRAL PARKWAY NORTH, ti SUITE 425 SAN ANTONIO, TEXAS 78232 TEL (210) 494-0088 1 FAX (210) 494-4525 COPYRIGHT ,E 2014 JACOBS !ENGINEERING GROUP INC. FIRM REGISTRATION NO.F-2966 ACOBS ENGINEERING GROUP,INC Z A/TS_ N Z . TA (n OO Z Z O Z Z UO LL Ii� QTG0 B 1 ELEVATION - LINE OF SIGHT - LEFT SIDE AND RIGHT SIDE ELEVATIONS PROPOSED SITE PLAN Li z �___ ir N.T.S. N.T.S. - GE ,- s, Z _ °L FACADE PLAN NOTES THIS FACADE PLAN IS FOR CONCEPTUAL PURPOSE ONLY, ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL BY DEVELOPMENT SERVICES. ik ALL MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC VIEW AS REQUIRED BY THE ZONING ORDINANCE. g i ' WHEN PERMITTED, EXPOSED UTILITY BOXES AND CONDUITS SHALL BE PAINTED TO MATCH THE BUILDING. �1 300 CONCORD PLAZA DR. ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY DEVELOPMENT SERVICES. SAN ANTONIO,TEXAS 210-476-6000 ZIP 78216 ROOF ACCESS SHALL BE PROVIDED INTERNALLY, UNLESS OTHERWISE PERMITTED BY THE CHIEF BUILDING OFFICIAL. THIS DRAWING IS THE PROPERTY OF WHATABURGER,SAN ANTONIO, TEXAS AND MAY NOT BE USED OR REPRODUCED IN WHOLE OR IN PART CD WITHOUT THE EXPRESSED WRITTEN CONSENT OF WHATABURGER. 7 U Z M Q CO a SHEET TITLE: r I- r _, �, �I 1 LINE OF SIGHT O 1' EXHAUST AN r _ - -_ DRAWING FIN.GRADE P▪ ----' N\ _ �— _-_--�� \ N. 7 1 EL 21'-0 - --- '. "ter '.,' '.,-� ABOVE - J __ {� EL 19'0 — E _ M „�� -� FIN.GRADE �— x - FIN.GRADE _ - Y� �i - ▪ - - C1 \ ® La.:72,71,1-er!. j- --�� r _ i — � � -___ PROJECT 21 4 7w I _ NO 0 3 9 DATE: 10/07/2019 —- j et -J f —�-- SCALE: ABOVE 'R ` / R ABOVE fl FIN.GRADE 1i _k h - - - ,,i - - _ - - - ' FIN.GRADE BY. RC,; = � ▪ . . :x . _kr . . . . x .A- :.mot. :> Y e = --,-=-- z - , -,-dz--- ,- DRAWN -n--▪ - vim.." "= ::.... ' y_ ' - ,' ' -T - �= ' :..,-- -r__..,.,.:..' --t' ' =:,.T_ v=-v=F-v-_, R--v=F„,_,,,-v=F - :._,, -R=� E. Q AIL EL 0'-0' _ .. _ -. - = �▪=▪ =• � -= == T-.- _ - -. -� —� .� �.X= - ' - - ' -'lv.i,3=us -▪ : - - , - ABOVE ABOVE APPROVEDBY: SC p FIN.GRADE I101.75'TO PROPERTY LINE 1 75.5'TO PROPERTY LINE I FIN.GRADE a Q U o SHEET NO: ti X 1A1 . 1 'V..'I X 2 a▪s as 0 co co E,.., A 1 ELEVATION - LINE OF SIGHT - FRONT AND BACK ELEVATIONSwilATA 11 uRGER 0 N.T.S. 40 Ili CAP FLASHING C-1 >- In m '"i RAKE TRIM C-1 -4- 66 DOWNSPOUT, CONDUCTOR HEADS C-6 0 METAL FASCIA C-1 Al rn PARAPET CAP C-1 A STUCCO (WALLS AND SOFFIT) C-4 in SYN. STONE VENEER C-5 z >, 0 °' CAST STONE SILL C-9 F- z a_ v MORTAR(STONE VENEER) C-5 (STD) E U PTD.ACCENT BAND C-13 METAL PARAPET CAP w 0.) PIPE BOLLARDS (DRIVE-THRU) C-11 PRE FINISHED C 1 SIGN BY SIGN CONTRACTOR. o O PIPE BOLLARDS (OUTSIDE DUMPSTERS) C-6 PAINTED COLOR STUCCO CORNICE VERIFY ANCHORAGE AND ( -8 PIPE BOLLARDS (INSIDE DUMPSTERS) C-8 ELECTRICAL REQUIREMENTS OpW METAL PARAPET CAP COLOR C-13 - STONE VENEER C-5 O a HAND RAIL (EXPEDITE DOOR) C 6 PRE FINISHED C 1 � EL 121'-0° - EXP. DOOR/FRAME (EXT.) C-6 PAINTED COLORIlk 0 TOP OF STUD Ct U) STUCCO CORNICE - METAL RAKE TRIM - .i� sr�;m� , EXP. DOOR/FRAME (INT.) C 7 �e '` " ' r` '" ` 'jam` . COLOR C 13 PRE FINISHED C 1 _ .- -., N BACK DOOR/FRAME {EXT.) C 6 METAL PARAPET CAP PRE-FINISHED METAL .,r - ' -` "' " , `� .,r ' COLOR C 12 � �� a EL 117 6 , PAINT SIGN _ PRE FINISHED C 1 .. _ �� r..ai... ROOF PANELS C 1 ..-•� ' -e - m -... ^ n..� ....._ _ ice `.a... ..m.. -^111101111111..-rr,.. -- its.-- is isa�.-- BACK DOOR/FRAME (INT.) C-7 "" �'i= a! i�T =.r �rara�-..dr T s TOP OF STUD PAINTED COLOR - - 13.J h- STUCCO CORNICE _ , a , , ' ;r&.. Etti. � r�,• ..._ s.i.s�sr,... ,-4, • ' ' • • �`'"s,e.'- FIRE ROOM DOOR/FRAME (EXT.} C 6 Sul -_- a. COLOR C-13 - =`Tam= =-=�..... ..- 4 2 =� • . • , '� 0 FIRE ROOM DOOR/FRAME (INT.) C-7 STUCCO INTEGRALLY _ " T ""- ""'� �' mi-� �+ `T- G� COLOR C 4 ----- ,�-. r. " ': r.T.i/// T ..�..-- r .- r.rr.- PRE FINISHED METAL DUMPSTER ENCLOSURE (EXT,) C-4 - • "' -'"' `"" •` -= :f.f -- ="T • ,• 4 , _= RIDGE CAP C 1 (- PAINT SIGN RACEWAY - DUMPSTER ENCLOSURE (INT.) C 8 .;. `,. �_ r -.r � � �� T 0 COLOR C-12 _` -.. -i ra-"y.i� „cis+.-n,c : DUMPSTER GATES {ALL SURFACES} C 6 LINE OF ROOF • ry ' 21115= �a• _.. �- ��� � - i PRE FINISHED METALr O �"" • y� "- -.===-i --� = _} ROOF PANELS C 1 Z V BiliMMITIRSiik DRIVE-THRU SPEAKER PEDESTAL C-2 8 [ AL BEYOND _....-- ��..- Q • � / ,/// V PRE FINISHED MET �. PAINTED 8 h ► \\ „ % 141 1 �-_ FLASHING C 1 - W HEADACHE BAR AND ACCESSORIES C 2 LIGHT FIXTURE C 12 RE: ELECTRICAL PVC PIPE AT HEADACHE BAR C-1 T m T �-- PRE-FINISHED METAL - _ 1 � Q _ CLEARANCE LETTERING C-1 WALL PANEL C-1 BEYOND • EL 108 0 1!2 BOTTOM OF HEADER T W- DRIVE-THRU CANOPY ASSEMBLY C-2 PRE-FINISHED METAL = = =%=-- ; T N U 124 (" DRIVE THRU CANOPY DOWNSPOUT C 1 FLASHING C 1 �'" '"`'' =�"`'"` ' te:=-r '�'s±�='� PRE FINISHED METAL I _�t_�:�r ' rTWmt.TUMM = =ut= H co DRIVE-THRU CANOPY TRIM C-1 �' r / - �`�" "�' "'�"'i'�`�`�" CAST STONE SILL C-9 Lo j FASCIA C 1 � �l.�.. O . _ . - T ..�1 - mow sip T T C 1 ORANGE C 12 PPG ACRYLIC#74 110 0, t ,. / , .ate 1 - C-2 WHITE (MATCH TO STO#10609 FRENCH VANILLA) Al ,i,.. -. ��-�- . , EL 103-2 1/2° C 3 MBCI SIGNATURE 300 ALMOND ( 1 GAL: B 1$, F 5; C 32) PREFINISHED METAL a _, :_ y�""fi r J SOFFIT PANEL COLOR C-3 =-�"''.'r ` .�'. "'.=• \ - =- =- ��="` =x` TOP OF SILLi I\ C 4 STO#10609 FRENCH VANILLA _ - = -_ � -.---� '� =s em _ . •-.a>.r- .a!- �.sa�s_o".arr �,_ -.r.� --���. T'1.0:1617 .a.i-^_mom-^t. �r nr; ��. C-5 PRO FIT-ALPINE LEDGESTONE-CHARDONAY C-13 PPG DTM ACRYLIC WHATABURGER ORANGE PREFINISHED METAL ROOF - � = '=��= - .=� .- -�`=r=" `�"- -"" = i- t ma,.. sr.. _.. Vie,. :.: Jfyf� ilarslirlEltii►�n/�� .=i�i� Le- .rArr_.�r i.A?:.�a_irr I '--amai`f_ r..t._.:-a a..a r... - #".,amm �1+ �F1��-._....a_I -i��.}:y, i[fa�f.T -1141.\fIl•.�-i i -��.�ar ���- PANEL COLOR C 2 ---- -_. •C 6 PPG FAST DRY 35 URETHANE HIGHLAND #EP201307 -_ - ='= I JACOBS PLAINS GLOSS >`mamm=� m..._ aa. am ,._ . ...�_:.. ---*.•r rhi ��._..�...�_ r.- �, : - � ' =,_4 T ���"'•'� ������'^' *, +_,. ++� JACOBS ENGINEERING GROUP INC. STUCCO INTEGRALLY ..�. .a �.«._y'"""`-_=' "` __>. = - =`=;:'==''=" =-=�==� --=�=�= P.-ai:,: r -� C 7 PPG FAST DRY 35 FRP GRAY COLOR :�. ----- :. - EL 100'-0° �„ala r�a.�r=fir -fit r •�,s r 1 r �_�.-.-.� _ .� �..� C-8 PPG FAST DRY 35 GLOSS BLACK COLOR C 4 r„-.-st�aa-_- �= =__�`==- ___ a�'!. `r ':�_-'-._ !'. i�t-=`-A`'�l .rTT : ' 1f= ' TOP OF SLAB 0 TEXAS 2EG ST�ATiON! zs5_a AL PARKWAY KCR H C-9 SITE WORKS-CAST STONE"NATURAL" AN E tT5 6"WHITE VINYL SAN ANTONIO TEXAS 78222 C-10 NOT USED C 11 IDEAL SHIELD ORANGE NUMBERS 1 494-0088 CAST STONE SILL C-9 FAX (2 0) �9 4525 NOTE STUCCO SYSTEM: STONE VENEER C-5 ALUMINUM STOREFRONTALUMINUM 3/4" PORTLAND CEMENT ALUMINUM STOREFRONT JACOBS Er�R=ri. ;POUT Nc. STUCCO SYSTEM ON GALVANIZED COVER WEEPS RE: FRAME TYPES STOREFRONTT METAL WITH GRADE"D" PAPER BACK LATH NOTE: A311 RE: FRAME TYPES Cn O RE: FRAME TYPES o FOR EXTERIOR COLORS O W viCCZW OpC., RE:B1-A2.1 n•o N, AND BOTTOM DRAINAGE TRACK. � -aMO�N�zVA m B "I EXT. COLOR SCHEDULE ELEVATION - FRONT � �o �mzm � OOcdVcim0OCL CCQOW,-5m -- -- 1/4"=1'-0" Al-A1.1; Al-A1.3; Al-A1.4 WZW ozgxw s4Z W wO OHU NIx A3 A3.2 A3.1 WHATAB ER A3.2 300 CONCORD PLAZA DR. SAN ANTONIO,TEXAS METAL PARAPET CAP 210-476-6000 ZIP 78216 PRE-FINISHED C-1 EXTENTS OF TPO PAINTED COLOR STUCCO MEMBRANE ON THIS DRAWING IS THE PROPERTY OF METAL PARAPET CAP METAL PARAPET CAP SIGN BY SIGN CONTRACTOR. CORNICE COLOR C-13 RETURN WALL WHATABURGER,SAN ANTONIO, PRE-FINISHED C-1 PRE-FINISHED C-1 VERIFY ANCHORAGE AND BEYOND TEXAS AND MAY NOT BE USED OR ELECTRICAL REQUIREMENTS STONE VENEER C-5 REPRODUCED IN WHOLE OR IN PART PAINTED COLOR STUCCO PAINTED LIGHT SIGN WITHOUT THE EXPRESSED WRITTEN PAINTED LIGHT CORNICE COLOR C-13 PAINTED COLOR STUCCO SIGN RACEWAY COLOR C-12 FIXTURE C-12 RACEWAY CONSENT OF WHATABURGER. FIXTURE C 12 CORNICE COLOR C-13 RE: ELECTRICAL COLOR C-12 # RE: ELECTRICAL STUCCO INTEGRALLY STONE VENEER C 5 SIGN BY SIGN CONTRACTOR. 4' 0" COLOR C-4 VERIFY ANCHORAGE AND METAL PARAPET CAP EL 121'-0" ELECTRICAL REQUIREMENTS PRE FINISHED C 1 ixi, TOP OF STUD PRE-FINISHED EL 121'-0" SHEET TITLE: . . METAL ROOF PAINTED COLOR !� TOP OF STUD EL 119'-0° -'a.s��" �- "". „„isu .10,„_�p1d'--"0"-. PANELS C 1 STUCCO CORNICE _ ETAL_ I N PRE FINISHED M EXTERIOR COLOR C 13 _ � �� faillat,��� ��_'-�•'�'+"'�� '�.r Al-A3.2 w 1 TOP OF STUD . ,= ` PRE-FINISHED METAL STUCCO INTEGRALLY .5 RIDGE CAP C-1 ELEVATIONS "` CJ • . ..s._ . -; ..s. _�►.. FLASHING C-11T'- - .�.• _ COLORC4 EL117 6 a ura •sw x . CJ -• - _� =- _ =. =- E W� EQ ' EQ ' . , EQ in EQ _ .: = EQ _ 0 ems.• ;mil\\� !A lam!!/1..:= �z =• EQ Q �� TOP OF STUD PRE-FINISHED METAL ,• r V r y & CJ GJ' ROOF PANELS C 1 ;� _r=* _. • W - -_ = - • • , , C mom • 7- � E.Q. E.Q. .. =:• =�ri...ma..........=.11•07r... ..tma........*mo. 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DZ3 BEYOND t"_�;.�a. -.. . r... d - T D , I / ( _ • • TOP OF JOIST ,_ �_ ..sue �- �_ .r_ c.r� _,� •- � _ • oo �'a , -i -""'"" -- ` PROJECTNO. 2104379 EL 113'0" = __, - T_ -•- , - - ..teaae-•ti'e:T IIE • T-0"• , :1'-5" 14110 . .a_ . _`_. .a..r ^ram- ..-; rr��,.�,r.a iiii- s__:- - T- ct l L 1 1 ` �, Z� � � :a.:=tea=_a..�-T�. aa. _.i. -�•- n q TOP OF JOIST `� -.E- _ 7. 0,. 0,. 0,, �. • .� DATE: 10/07/2019 tw�- �- ��, 'r ■ � ..�--eater---.a+s--s�--.a.a.! e.s�ram" • � rt� „ . , „ . , „ . , . , „ � -,. _ �-� � . , „ . , EQ „ C4,A5.2TYP . , „ . , „ C4-A5.2TYP � � -- 'EQ, EQ pp�-•-- PRE-FINISHED SCALE: N PAINTED 5" .' ._5" • • �� ! e i METAL ROOF o DOWNSPOUT ,"o. + _ Q _ .; 8 PANELS C 1 DRAWN BY: RC -- � _ ill q CJ :..:.::..: ' PRE FINISHED o - - - _ CJ CJ = a_ iar - - - , _ METAL FASCIA APPROVED BY JAQ a.. _ o „ , , , , _ _ _ s�- `� ,. C N • la*iF Ilaar- E� _• ! M'T / <D irE-rir-: ci.T. ... :sib , „ A111 } ' ' _= } SHEET NO: -�. 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"a - .,_..__..... �_._ . .as.. � • :.. �� .. �. . �>:.. ��. .. •• _ ��.. _ � • �_. `..r_`..... _`a s ii Ilf ! � °�71i � a °i' r•. _ f. _� r a• r r fa _ _ r f. -. r r 4 T P r r r r ram.._ r ++sr-_ :!___•-.-. _-a_ ' ��'�"`�' a: ...._,a.res....__�es.. _ ._ __r.r.-_ _r .�.._ �..a- _r.a: f.�..�__ ___..r�..__._.r�.n____r...._ arm.._ .�._B A5.2 Y ._ �__ �aa._ �__ �..,__ _�..__ .. .....- .._r :,__ : _..:r _ .:a_rE� _ ....� � _tea �arri,._ ::�r.r..:.-rrr��.a.,.. --.�r..r._ �_fa�..... ��r...A:.C�•-.._:e��r L - ._- ....._- ..... . - ....._ _.... -.�!_ o_rl:_aa.,� _-^,�..���..�,�...SITZa � .o_�r__�r__7��_.���_� M-..c�IM��v�� �. __�"__�'__��__�=__ �iEARL A r.._.. r�rr.,,..,.,..c_..a.,,_..,f►r.r__.,.,.r.ar_.-s...r�.,,_.,,:=2; h..s..r.a; .C;--_ -,.-.-:..e-_�ad_ ..,__ _�di_�a�d�_�..a__�- .�_ ._a._� _�Z_ i___• r�._rr�c�.,. sr�..t.lr_r�...4._r.,..'i..r�..4.arr�.-:rr�....rrr�.4r_rr=r .A�rrr-.rr_.��.arr rr►�rlr_.,.�rrva�r-r_ � wv►�....-��....�.�t_ ��t_nts�..�rt_ ��r_r �.�r_r+���t_rr...r.r_srr _ -• _ _ -• c-.I.rav�.�tl.wr.�.w.crr►��r B4-A5.2 TYP t.r_ •�t-..�r_r�-..r�rr�_..4r_r......t ear B4 A5.2 TY .r�....r_rr�.rcarl►,_.I._ w-..lir �� tcnti.�r�:rrt-r ��ra TOP OF SLAB s s r s ees e- ass s- s s- rvss- s ses s ass= ass -ass s s !ss .a .. ...etas • -•as ".a. -� as I I I as as � ae as ae as ass as -ass -ass � as _ . _... ... --- � �w ----_-_-_ �. .,__ ..__ _._ :.-_ _-__ ___ _-_ __^ ,.__ _,_ � ..__ t -- :- t- �- tt •>�if."i1._._.iL�����i7Ms_.....s."ts-..__ib'IV..,.._sl'sw _.iI'sI.F_..._.Crar�T,.,•sfls�lt �i7� ...si71Y1�1.... ___r4lMlti._.._ii4M_,.._rcw.r ..,. _.....ii"slr_ -,._......,w6's®f......s4'st_..,_`-rwMlr_.._ _.._.iC's1.�.41ii;� ...•iflfA.Y,__. ._ 1 r___. aw.ar-. .i a ._ i ... �.__. _-_ --. c----� i. ■ u . -....--., .-_..-:._ _.:..-:_. .-....-:__. -..-:._a :..-:___ :,_-_.� __L. ., s��.-.a .�,.ra� .a.�..r.���.��.�w.o..��.._- r i 11� - - .. ., ., .r _ r -.. ,-„ -r .... �. .,_ -r -r _. r rr�r r .._ r _ - r. r. .... r _' rr .. ,_ t :..- r ..... -r .._s d.1. 11 � ��1 1 .'.`.1...1 �>•.4 L��• '�P �., _ -fi/ tur� .iii �. ..�_� W .,._ --..� �_� _�..� .. yr v- .ram _�v r .f --•�� r r . `. i .a�� ...�..r � ..�,,.� �, ..t . i-ia� -... ...e.F. -..�i-ia� -.._ - .,.�.�ia-,..ri.-,_s -..�.. -.._ ...,�..-.,._e...a �,_..�i-ia�-..�i.�...._..-,.-�.. ...,�i..s.�_,-. r a.._."�i�__. ..�_.. ...�_.... .�__ mac_„ __ao .._aa.. .. __a... __.r..... __. _._"rr. .__a.a __.aaf .... _..-� . aaf a... .__"aaf f i.. s.. __. f aa.. ___�. : ._ . �._. �.� ..�.� ..��- .._:�6 ._�. � l�i•�����T _... __.I�.___��iSi�`�.•�ii! D [ I 1 1 1 1 ^ - �.. :��. �Jrsr�.:at� .'�ir, �.=rr���.ri,�� .� : _�_...".. _._.. ..._ _......_ �_..._. _........ ,_.E_..... ..._ �.._... .r L t�Nt - - - - - - - - - - - r< - -.L. �� � e.: lt1iCsr�= a =`ram+ . saramat T � aa�ta�aie�•�a�!_ asi •�,irt, � � .� _� ��!*=�a � .. __ .. _ .. .. .� .. .. .. _._ ,. �..- _._ _.....:___ ...,._ ....-__......__, _- _ r�* , �a •�'. _�v _®u-�__-= ---=�-_-_ --_._ ter___.._ __.._. __� _�-�__-�_--� ___... __.. __ _- � _�..�__� �- ___ ___�____�____�____�_ __, TOP(hF SLAB CONTINUOUS STUCCO T DOOR PAINT C-6 ALUMINUM STOREFRONT 6 CONCRETE FILLED PIPE BOLLARD ACCENT BAND PAINTED PRE FINISHED METAL GUARD RAIL PAINT C-6 RE: FRAME TYPES WITH COLORED BOLLARD SLEEVE C-11, COLOR C 13 SOFFIT PANEL RE: B1 A2.2 STUCCO INTEGRALLY RE: STRUCTURAL S7.1 COLOR C-3 COLOR C-4 Q PREFINISHED METAL SOFFIT 6" CONCRETE FILLED PIPE ALUMINUM STOREFRONT A3 PANEL COLOR C 3 6" CONCRETE FILLED PIPE BOLLARD I!� BOLLARD WITH COLORED CAST STONE SILL C 9IIIW CD NOTE: AND DRIVE-THRU WINDOW WITH COLORED BOLLARD SLEEVE C-11. �i BOLLARD SLEEVE C 11Allk FOR EXTERIOR COLORS RE: FRAME TYPES A3.2 q RE: STRUCTURAL S7.1 A3.2 p� RE:61-A2.1 RE: CIVIL PRE-FINISHED METAL A3.1 PRE-FINISHED METAL STONE VENEER C-5 ALUMINUM STOREFRONT AND ROOF PANELS C-2 SOFFIT PANELS C-3 NOTE: DO NOT COVER WEEPS DRIVE-THRU WINDOW RE: FRAME TYPES • • A 1 ELEVATION - DRIVE-THRU t ► 1/4"=1'-0" Al-A1.1 ; Al-A1.3; Al-A1.4 • i a) STONE . >- i\ , co 4D ;:i• VENEER C-5 \ . ,--COOLER! COOLER/FREEZER •d- i \ \ FREEZER 66 GALV. METAL LATH -...7 o BY OTHERS COOLER/FREEZER DOOR. THRESHOLD EATH ER BARRIER III , . RE: DOOR SCHEDULE RE: DOOR SCHEDULE I SHEATHING COORDINATE FLOOR TILE . ,._ COOLER/FREEZER WITH THRESHOLD. RE: STRUCTURAL . \ L.0 FLOOR PANEL SLOPE AS REQUIRED 411 PAINTED 12"X6"OVERFLOW PAINTEDETAL PARAPET CAP UNPAGED R-22 Alo PRE-FIN!SHED C-1 SCUPPER RE: C1-A1.4 SIM LIGHT FIXTURE BATT INSULATION z 5 .........„ . COLOR C-12 COLOR C-12 A3.1 PAINTED COLOR 0 o STUD FRAMING \ RE: ELECTRICAL STUCCO CORN ICE i= z -AA PAINTED 14"X11"SCUPPER TO 0_ 1411,111,9" II Ilk RE: STRUCTURAL . COLOR C-13 \ CONDUCTOR HEAD RE: Cl-A1.4 E 0 E , , t., VENTED WEEP . METAL PARAPET CAP COLOR C-6 STONE VENEER C-5 u) • SCREED • : \ PRE-FINISHED C-1 PAINTED 6"X4" w a a) z\ , ,...,r , i • PAINTED COLOR STUCCO DOWNSPOUT C-6 mE XELEENRTASNOE FoTNP 0 11h411.11 J.111.1.11.111 \ E.Q. E.Q. RETURN a . , R E: sFTORUuNcDTAuTRI OA NIL • • :III CORN ICE C-13 WALL BEYOND e/j w --"Noullonolownl--- , -_-,.. <I- , • • EL 121'-0" 0 I') __,-------- 2" \ ___./. I/ , \ \ • \ / -416" 1 (7) , \ \ TOP OF STUD 5 2, - - - - - - m ETAL pARAp ET CAP w . 7, • PRE-FINISHED C-1 EL 119-0" 43 Ct U) 2 . -2 ='''' -_ (.1 c•6 v N I' X \ TOP OF STUD < 1X FIBER CEMENT TRIM 7--• N...„,..„_ __SILL GASKa PRE-FIN ISH ED METAL co . • . _ '11,3 • , • • PAINTED COLOR STUCCO UNDER COOLER AND RE: STRUCTURAL RIDGE CAP C-1 , „ .• ..' • . "4";• 4 10 EQ .. , • EQ • •• • 2.-9" CORNICE COLOR C-13 # I% FREEZER AT 24"O.C. • • ./3 '• FOR BOTTOM PLATE _ _ . . . . . PAINTED 14"X11"SCUPPER TO CO • ANAIORAGE • CONDUCTOR HEAD RE: Cl-Al.4 UJ h- C WALK-IN FLOOR DETAIL C2 COOLER/FREEZER WALLS ONL WALL BASE DETAIL AT STONE • . . . • i i . " . • . • . . • COLOR C-6 _ - - - L ... .• • . • . ... . • . .. . . . • .• • . . • • .• . . • . . . . . • . . . • . . • . • . . . • EL 113'-0" $ CI- >-- F- >-- • • •_ . • . . • . • . • •" 3"=1'-0" A3-A4.1 3"=1'-0" AI-A3 1. A3-A4.1 . , LINE OF ROOF TOP OF JOIST (9 I 00 12 BEYOND Z 0) _ _ • - . . • •C4.-A5.2 TYP - . . - - - . , . . PRE-FINISHED . ., • C) METAL ROOF • PRE-FINISHED METAL PANEL C-1 a LC)• • .• • • •- o PANELS C-1 CJ - , • - .- • - •' . ... . ••... • • •• • • •* ••• •• • • BEYOND I r•-,- PRE-FIN!SHED ,CJ., -•.., -..., -.. , -• .,.•...,.•...,.•... ...,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•. .,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•...,.•... ...,.•...,.•...,.•... -..., -. , -. PAINTED COLOR STUCCO D 11.1 X , -Z\--/ METAL FASCIA C-1 PAINTED 5"x4" DOWNSPOUT COLOR C-6 --4---4..._ (.1 . co - , . • ..... . .* ', • . • • •: . .. . . • : C2-A2.2 OPP HAND • , . ; ...' ** ** • * ... . .... . • ..S . .... . . .. .. : ' . * ... . . ...• ' CONTINUOUS ACCENT BAND S . COLOR C-13 STUCCO INTEGRALLY COLORED C-4 in IL: F- I- UJ ( • • - . • • - •C2-A2.2• • PAINTED 6"x4" DOWNSPOUT SQ. BARS AT 4" o . . . • • . •• •• • ••- w --I . • • * ... ._m,,----------- 0.C. • • . • •- - • *- •' • * • • •• COLOR C-6 a N- c) > B2-A3.2 •- . . • zri. . . ' •• * .* - * '7W. . • . . . . . ' CL F.- ci < . . 9 • . 11/2" SCH. 40 STEEL • ' •(') • • • '. . •• • • ' . . cn- "en CL I-0 PRECAST STONE SILL C-9- • • .- ' • o . •' - • • .. : • . . .. .. ... - • . - EL 103'-2 1/2" N A PIPE ---------...,...........m_--- • • 4 ,. . . • • . .. . •.• . . . . •. .• •• STONE VENEER C-5 TOP OF SILL NOTE: SHOP PRIMED im,_, ,....z.-;-.0=.4,7,-.0„...mi,„ -,„-, ... ,.....__:si,....1 __47,s,-;;;=w_z_-.•;=r, A.,___„„t.,t_q__..__,z=_, ..-.4.z ...„t.o-.4.... .1,-:-:?.....,, .. ...,,. ,„„,=......_:;,-a=„„, NOTE: DO NOT COVER *Co PAINT IN FIELD-C-14 WEEPS - sori=rii, etmirmml...m... nap, ilizvaihipiimr ymt .aqr.--......., swam, arne-mii,...dm-ava ami-am am-a fersrallireMI I _...,,........____ ______..------6E3'0'CLOLANRCDR ETI TEHF icLoL ELD0 RPEI PDE (ALL CONNECTIONS imaIr....J.. rmair-,....,..._arasmilmegferavkamegr.zzoieter.... -................samie-vraiatts....e..quaarm . MP. •-..,,MLEREC=...d. ,1WLWALtM9EMS=IEMIIIM.W.rahr,-,, Jaramar-.......xmiarerm 1 , sur=...-.....mararra..••=====... ..m....- -,....-...-..... ..=.-_..._..____._.__,. ,art-..=.=.=..- =-,_z_ -,.-..-=-.. zz..==-rdj.- rar ,==raFt.•=. , • BOLLARD SLEEVE C-11. .. WELDED AND GRIND .....,24;,-.,,,,..„:,70.;;;;;;;;.,m-iii.m,-i -..siiillkM11161111=106111111LTL,4.-.. ,,Amarminesiimaierotl=nrinemilr---ierinisriare%rmies -..nairi.=-Irareir. C\I " - " - " --i " - " - " 'Waal,MEP=Mt-Mil la I NM PIMMEMENMEIMMIKPMERIMISP " - I I RE: STRUCTURAL S7.1 EL 100-0 JACOBS _ SMOOTH) '.:1- \ I JACOBS ENGINEERING GROUP INC. TOP OF SLAB 0 [ 4" t / CORE DRILL RAILING AND SET IN EXPDXY GROUT. THICKEN SLAB AS REQUIRED PAINTED ELECTRICAL EQUIPMENT C-6 (CONDUIT, METER CAN TURN DOWNSPOUT TOWARDS DIRECTION OF CONCRETE SWALE AlTURN DOWNSPOUT TOWARDS DIRECTION OF CONCRETE SWALE TEXAS 2EG STRATTON 4F-2965 9 CENTRAL PARK WAX NCPT I SBITTE 425 SAN AMTTON10 TEXAS 78222 TEL (210) 494-0088 \ TO PROVIDE 10" MIN. DISCONNECTS, ETC.) ,-AX (2 0) A9A-4525 EMBEDMENT. REF: ELECTRICAL A3.1 COB(RIGHT ,20,1 JACOBS 2KCOEER NC CPOLP NC ''' ".", b NOTE: FOR EXTERIOR COLORS RE:Bl-A2.1 W o r. cc - \ ow Nmi.„0 aim 04.- CLZ CLIMMI.-ILL'.481,926 CL - to as w B 1 GUARDRAIL ELEVATION B3 ELEVATION _ BACK ..... cy;.=2.z1. w, omccow00,... wow -0- ix 3/4"=11-0" Al-Al 1- A1-2.1 • , 1/4"=1'-0" Al-A1.1., Al-A1.3; Al-A1.4 -wi-w ,ozxw wzDz t x Nor .40/ Alli Allak A3 A3.1 A .2 A3.2 SIGN BY SIGN CONTRACTOR. WHATAB ER VERIFY ANCHORAGE AND METAL PARAPET CAP ELECTRICAL REQUIREMENTS PRE-FINISHED METAL RIDGE 300 CONCORD PLAZA DR. PRE-FINISHED C-1 SAN ANTONIO,TEXAS PAINTED SIGN CAP C-1 PAINTED COLOR RACEWAY COLOR C-12 METAL PARAPET CAP 210-476-6000 ZIP 78216 STUCCO CORN ICE METAL PARAPET CAP PRE-FIN ISH ED C-1 COLOR C-13 PRE-FINISHED METAL PRE-FINISHED C-1 STONE ROOF PANELS C-1 PAINTED COLOR STUCCO -PAINTED COLOR STUCCO CORNICE COLOR C-13 THIS DRAWING IS THE PROPERTY OF WHATABURGER,SAN ANTONIO, VENEER C-5 CORNICE COLOR C-13 PAINTED LIGHT FIXTURE TEXAS AND MAY NOT BE USED OR PAINTED LIGHT METAL PARAPET CAP REPRODUCED IN WHOLE OR IN PART EXTENTS OF TPO 9,, FIXTURE PRE-FINISHED C-1 STONE VENEER C-5 COLOR C-12 STUCCO INTEGRALLY WITHOUT THE EXPRESSED WRITTEN MEMBRANE ON RETURN 3,_3„ COLOR C-12 RE: ELECTRICAL COLORED C-4 CONSENT OF WHATABURGER. WALL BEYOND RE: ELECTRICAL PAINTED COLOR STUCCO METAL RAKE TRIM 5 ,..fl 1 :(1) 51.511 STUCCO INTEGRALLY LINE OF ROOF BEYOND ..osio EL 121'-0° CORNICE COLOR C-13 PRE-FIN!SHED C-1 RESEMBENOM EN AMIN COLORED C-4 EL121'-0" PAINTED LIGHT FIXTURE TOP OF STUD STUCCO INTEGRALLY -- - M- 1 PMEM TOP OF STUD COLOR C-12 .Q. COLOR C-4 E.Q. nmarlitohitailitailviritarevaltivarimitaimignwaur‘sWordrusitasys, •,,, martre RE: ELECTRICAL SHEET TITLE: PRE-FIN ISHED ,,,i *-4h =-1211111grisipitipi .ia-- D bar SjentiMititirtail uswatim marl: EL 119'-0" $ < mi ';-- 1 • - r A1-A3.2 OH I' SIGN BY SIGN CONTRACTOR. -4.4.--.„,......T.,-,,-.6.T.,..,......-. .....,....-aort.-,„.......-.,...a.,-,-.7:-...,....,..ami..-„-,---0.,_,4...,-&-.---,,..-sit ...-.7...,-...-,-4-,,.....-sa.. .....1,76,74:„ METAL RIDGE METAL FLASHING VERIFY ANCHORAGE AND ......---amia,..... 11W1....."...!..Miiil...":=111iii.....=,1111iii.."-fiZilliii....1•=111,11... 11kif, Iiii= ,,T,=,, ,.,===-.,,,,o,„_,__,o.,,,o_.,,,...,,,,.,t__, ,,.._„_....._- ,,=__,__.,,,=...,,,,,.o.,n,„_,__ ,,, ,,,,,,,.____ EXTERIOR CAP C-1 on . I i --44qpir- 0 1 1 , 1 , PRE-Fitt!ISHED C-1 ELECTRICAL REQUIREMENTS ilmainairesiiirersatuar.”-tiorma a Wpm 9 awl initartia mireas‘ta iv rails or ic imaires-rxra m No hitiituvulgizir nosh=a N eita..awas vi,az am mamas imr.dra p.m II . . . . . , . , . , . , . , . , TOP OF STUD $ EL 117'-6" ra-_t_Armasa,,-,,mardwasetztonapszordeostsmoozmounillnalowaszusummagastuker.v,r,- , : . , ' CJ , , , •, • CJ ', . , , , • , ILL • , , ,_____ • . ELEVATIONS s.,._ a .._44-5_4ridttftirt%*Eelr;ftlkr4kl iltwilakiliariralki • .V- OMM=.1. -Mlet.„,,,,,,,.. Ml11........,MM.,.....,_MM.....„ MM..... MM,....„„„MM.........-MM....._.-MM.,.... parlialltextewliffaioulliaromalliammillitakilia- Iltallftwimalltwavousiltaragoaltaraire " ..,) E.:Q. . • -CI • • , . ' • , EQ CJ C EQ ., . t.' • • . .()- • .E.Q.: ' . • E.Q. • • . " .E.Q.• ' , E.Q. I E.Q. 4.-; . . . . • , • • • . • • • . • • • ."iiiiTimr.triimmen.monanster.=s1"..-trz..-sammole-,-No,,,rattr.r.,... .....,:ramomont.=Nowir;i5.smalmem..,.x.ron". • ' . . • * , . • ' . . • * , . • ' . . • * , . • ' , ' • • . • . I. EMERGENCY = IIIIIIIIIIIIIIIIIIIIIII .. 'Obl•‘\' • : • .. ' • • : • '. ' ' : •-4 • • : • ' ' 0 4 Asil iii• • . • • MM..o........-,MM=L.VAMIM*mrMM.....CAIIIIr P • ' . . . : ' . . . : • ' . • . : • ' . • . : . • . • . F•••••-:-..-=.2.-.7.w.e..--A-mff..,....,...-.., ga....__.--........---b.„----......---__.---._..---..-----......---...-, • . 7-7. • . . • . • . . • .MIN . ' . • LIGHT FIXTURE (131 it 11 araismirr..---airingivairozzoinrig---.." • • -rz-i i i ii i rilaz-ais z rici a is mass a ma=i , . . CENTER • INIMMI.MINNIMMIMr=11MIMMrr.:1111MINMI:=111100/ -,..........-=====gzfr======.- , . . . . . . . . . . . . • . * , ' ' . . * , ' ' . . * , . ' . ' . • ABOVE DOOR NI lie peallim : ' . . : ' . • .-------. : ' . • . . . • . 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A I/ • • ' 1"...".".-." Ilintrai*.d."7"'7"...'IMMINIP.'.*Ir • • . SPRINKLER • Nook ' : 0. , •, I PAINTED COLOR DATE: 10/07/2019 M ETAL ROOF litimik ' 111111111111111111.111P11111 .411111 • , • • • W111111111111111111111111111111111111111111111111111111111111111111111PZIE Viiiriiiiarza--,* 1....,,\ • ,,,r•-• • ,..--ammi=amiti„iirazi b. 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RE: STRUCTURAL S7.1 NOTE A3.1 A3.2 SILL C-9 INSTALL AND READILY VISIBLE. A3.2 PAINTED DOOR AND FRAME AS RE: A1-K1.1 - FOR EXTERIOR COLORS LETTERS SHALL BE A MINIMUM OF 2" CO RE:B1-A2.1 STONE VENEER C-5 3,, SCHEDULED COLOR C-6 STAINLESS STEEL GREASE IIIW < NOTE: DO NOT COVER WEEPS INCH WITH A MINIMUM 8 INCH STROKE. THE COLOR OF THE LETTERS SHALL BE RE: DOOR SCHEDULE SHIELD BY K.M. RE:A1-AK1.1 m CONTRASTING WITH RESPECT TO •• BACKGROUND. ."--, • c Al ELEVATION - ENTRANCE AT i 0 I 1/4"=1'-0" Al-A1.1-, Al-A1.3; Al-A1.4 This page is intentionally blank Planning & Zoning g CITY OF Commission AGENDA REPORT Meeting Date: December 17, 2019 Item: 1 Department: Planning Prepared By: Kevin Molina Subdivision: Railroad Date Prepared: December 06, 2019 Zoning District: Multifamily (MF) Locator Map, Aerial, Notification Map Exhibits: w/responses Subject Hold a Public Hearing and consider and act upon, a recommendation to City Council regarding a change in zoning from Multifamily (MF) to Single-Family-10/24 (SF-10/24),to allow for a Single Family Use on one lot of 0.229 acres located at 603 E. Marble St. (ZC 2019-17) Recommendation Motion to recommend (approval, approval with conditions or disapproval) to the City Council regarding a change in zoning from Multifamily (MF) to Single-Family-10/24 (SF-10/24), to allow for a Single Family Use on one lot of 0.229 acres located at 603 E. Marble St. (ZC 2019-17) Discussion OWNER: Toshiki Watson APPLICANT: Kirk Foster The applicant is requesting to rezone the property located at 603 E. Marble Street from Multifamily(MF)to Single Family-10/24 (SF-10/24)to build a single family home on the site. The property contained a legally non-conforming single-family home that was built in 1950. The applicant has demolished that home and is requesting to rezone to single-family in order to construct one new single family detached home on the site. The property measures 10,018 sf, so the lot is in compliance with the SF 10/24 lot size requirements, and,if approved, the applicant would be required to present a house plan of at least 2,400 square feet. With the current multi-family zoning,the property could be used for a duplex or townhomes by right,but is too small for an apartment style development as the Zoning Ordinance requires a minimum one acre for apartments. In accordance with State Law, 14 notifications were mailed to property owners within 200' of the subject property. No responses were received at the time of this posting. Council consideration on January 14,2020 Approved By Initial Date Department Director JH December 12, 2019 Page 1 of 1 Locator Map 1 1 2.,„ ...„ L .,./ 1 005 ,` 7 22, r 'gyp r .Il l ✓ r°'_ gppl /" .(_ „ F N ST LIT II:IjL1 " ." B0 MaikY i 2 k UG . ( [ ✓ 022 1 ."' _ , 211 € ( au a �'" 2 ��w 707 . I: _ xa r F � ..__,:. € .._ .....,. 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