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07-16-2013 (Planning & Zoning) Agenda Packet Planning & Commission OF yVf. C.'‘r -rv(,-(i?-c- ---1714' , c _)._i------- L-, ,, ilk IP( \ NANA&'r 71 rAt \ / ':if .71.:, l'' , b't, 7 4-1—E ,‘ _ .::. \\: ke L Y�♦ toot, F RALwg _ • s G 1887 s 1:4TE OF TES' u Regular Business Meeting 00. OF `r ro-c - .4 Wylie Planning and Zoning iC*, isi- Commission ,6�1, is ` �t' NOTICE OF �18870 426, srar6 of sE�''� MEETING Regular Meeting Agenda Tuesday, July 16, 2013 — 6:30 p.m. Wylie Municipal Complex— Council Conference Room 300 Country Club Road, Building #100 Phillip Johnston Chair David Dahl Vice-Chair F. Darnell Harris Board Member Dennis Larson Board Member Mike MCrossin Board Member Ron Smith Board Member Gilbert Tamez Board Member Rena&011ie Planning Director Charles Lee Senior Planner Jasen Haskins 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: www.wylietexas.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 City 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 Coimmissioners regarding an item that is not listed on the Agenda. Residents must provide their name and address. The Commission requests that comments be limited to three (3) minutes. In addition, the Commissioners are not allowed to converse, deliberate or take action on any matter presented during citizen participation. July 16,2013 Wylie Planning and Zoning Regular Meeting Agenda Page 2 of 2 CONSENT AGENDA 1. Consider and act upon approval of the Minutes from July 2, 2013, Regular Meeting. REGULAR AGENDA Regular Hearing 1. Consider a recommendation to the City Council regarding a Final Plat for Sanden Boulevard Church Addition, Block A, Lot 1. Subject property located east of Sanden Boulevard and approximately 425 feet north of Brown Street. Public Hearing 1. Hold a Public Hearing and consider a recommendation to the City Council regarding a change in zoning from Commercial Corridor (CC) to Commercial Corridor - Special Use Permit (CC-SUP-) to accommodate a proposed Major Automotive Repair Use on two acres, generally located on Westgate Way just north of FM 544. ZC 2013-04 ADJOURNMENT CERTI FI CAT ION I certify that this Notice of Meeting was posted on this 12th day of July, 2013 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. Carole Ehrlich,City Secretary Date Notice Removed This page is intentionally blank Wylie Planning and Zoning Commission CITY OF WYLIE Minutes Wylie Planning & Zoning Commission Tuesday July 2, 2013—6:30 pm Wylie Municipal Complex—Council Chambers 300 Country Club Road, Building 100 CALL TO ORDER Chairman Phillip Johnston called the meeting to order at 6:32PM. Present with Chairman Johnston were; Vice-Chairman Gilbert Tamez, Commissioner David Dahl, Commissioner Ron Smith, Commissioner Dennis Larson, and Commissioner Mike McCrossin. Commissioner F. Darnell Harris was absent. Staff present was Renae' 011ie, Planning Director, Jasen Haskins, Planner, Charles Lee, Senior Planner, Chris Hoisted, City Engineer, and Mary Bradley, Administrative Assistant. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner Dahl gave the invocation and Commissioner Tamez led the Pledge of Allegiance. CITIZENS COMMENTS Chairman Johnston opened the Citizens Participation. With no one approaching the Commissioners, Chairman Johnston closed the Citizens Participation. ELECTION OF CHAIR AND VICE CHAIR Commissioner Dahl nominated Commissioner Johnston as Chair. Nomination was seconded by Commissioner Tamez. Motion carried 6 — 0, with Commissioner Harris being absent. Commissioner Smith nominated Commissioner Dahl as Vice Chair. Nomination was seconded by Commissioner Tamez. Motion carried 6 — 0, with Commissioner Harris being absent. CONSENT ITEMS 1. Consider and act upon approval of the Minutes from the June 4, 2013, Regular Meeting. Minutes July 2,2013 Wylie Planning and Zoning Board Page 1 of 6 Board Action A motion was made by Commissioner Dahl, and seconded by Commissioner Tamez, to approve the Minutes from the June 4, 2013 Regular Meeting as presented. A vote was taken and passed 6—0, with Commissioner Harris being absent. REGULAR AGENDA Regular Agenda 1. Consider, and act upon, approval for a Site Plan for Walmart Store #6078 being a portion of Tract 4 of Creekside Development within the John H. Mitchell Survey. Subject property generally located on the northeast corner of McMillian Road and McCreary Road. Item was tabled at the June 4, 2013 Regular Meeting. Board Action A motion was made by Commissioner Smith and seconded by Commissioner Dahl, to remove the item from the table. Motion carried 6 — 0, with Commissioner Harris being absent. Staff Presentation Mr. Haskins stated that the Site Plan for Walmart Store was tabled at the June 4, 2013 meeting at the request of the applicant to meet concerns that were discussed in the meeting. The applicant did submit a revised Site Plan, elevations and additional landscaping. The changes include pedestrian pathways; provided a buffer between residents at Creekside and along McMillen; added smooth face block accents and changed the awnings over the pharmacy window. The property is within Creekside Addition, meaning the zoning and use was put into place with the Planned Development Ordinance 1999-32. The use, site, and landscaping are technically correct, in that they meet or in some cases exceed the requirements of the Zoning Ordinance. In staffs opinion when taken as a whole (layout, structure, and landscaping) the requirements of the ordinance are met. Mr. Holsted stated that a traffic analysis study was performed for the intersection of McMillen and McCreary Road. The study revealed a projected increase of traffic to be over 4200 vehicles per day, with the outparcel for possible fast-food restaurant to be 1,242 vehicles per day. The subject property is surrounded by major thoroughfares, McCreary Road being 4-lane divided road and McMillen Road future 4-lane divided road. Due to the findings of the traffic study performed by the applicant, Walmart Store did offer to pay for a signal light at McMillen Road and McCreary Road. Board Discussion Minutes July 2,2013 Wylie Planning and Zoning Board Page 2 of 6 Mr. Dan Milner, Kimley-Horn and Associates, 5750 Genesis Court, Suite 200, Frisco, Texas, represented engineer on behalf of Walmart, and joined by architecture team, and project manager with Walmart. After meeting with the neighbors at a neighborhood meeting, and the Planning and Zoning meeting, the Site Plan presented to the Commissioners tonight is revised. The stone was increased by ten (10) percent on the front façade and on the side of the façade which will face McMillen Road. The elevations were revised, as well as masonry six (6) foot screen wall between Garnet Hill and residential structures. The masonry wall will match the color, and constructed with the same type of pier concrete as the facility. Additional landscaping was done between the one residential home immediately adjacent to the northwest corner of the property. Mr. Milner stated that the design for lighting is cutting edge LED lights. The lighting is controlled and directive within the truck dock wall. Mr. Milner further stated that the architecture elements are on a personal interactive scale, sustainability, design and efficiency, as well as reduce maintenance for the exterior of the building. Mr. Milner also confirmed that Walmart will pay for the signal light at McMillen Road and McCreary Road. Public Comments In attendance were several citizens that resided close to the property, spoke against the proposed development: Ms. Marisol Lopez, Mr. Joe Ferrier, Mr. Vic Celman, Mr. Dave Andrews, Ms. Marcia Rodriquez, Mr. Lee Schaster, Mr. Zachary Straughan, Mr. Jeff White, Mr. Harvey Wechsler, Mr. Adrian Bond, Ms. Suzette Clark, Ms. Myra Snipes, Ms. Edelba Kercado, and Ms. Tanya Green; all expressed concern of the traffic, hours of operation, conditions of the road, noise level and pollution. Two Councilmembers were in attendance, speaking against the proposed development, Councilmember Bennie Jones and Mayor Pro Tem Nathan Scott. Also, two residents were in attendance speaking in favor of the proposed development. Mr. Bob Ek, and Mr. Red Byboth. Board Action A motion was made by Commissioner Dahl, and seconded by Commissioner Larson, to approve the Site Plan for Walmart. Motion failed 3 — 3, with Commissioners Tamez, Smith, and McCrossin voting against. Commissioner Harris was absent. Chairman Johnston adjourned the meeting for a break at 8:15PM. The meeting was reconvened at 8:25PM. Public Hearing Minutes July 2,2013 Wylie Planning and Zoning Board Page 3 of 6 1. Hold a Public Hearing and consider a recommendation to the City Council regarding a change in zoning from Agricultural (A/30) to Planned Development Single Family Detached District (PD-SF) to accommodate the expansion-continuation of single family residential subdivision (PD 2012-04) on an approximate 101.525 acres generally located south of E. Brown Street and west of W.A. Allen Boulevard. ZC 2013-03 Mr. Lee stated that the applicant is requesting to establish permanent zoning on an approximately 65.855 acre tract immediately adjacent to an existing Planned Development 2012-04. The purpose for the request is to expand and continue single family detached residential development consistent with Kreymer Estates provisions and conforming to existing surrounding residential properties. The request is consistent with the City's Comprehensive Plan, including the floodplain area, and is consistent with the medium density residential for the area. The Park Board did approve the dedication and construction of public hike and bike trail, open spaces and other recreational amenities. This request proposes to build upon public amenities approved and near completion by adding a pedestrian bridge spanning the creek, twelve (12) adult workstations, picnic benches and appropriate lighting. Hike and bike trails will span for a total of 11, 000 linear feet. The applicant is proposing minimum 8,500 square foot lots, with house sizes being; fifteen percent at 1,800 square feet, 35 percent at 2,000 square feet, and 50 percent of the lots at 2,200 square feet. The dwelling sizes of the surrounding neighborhood varies from 1,700 square foot dwelling size up to 2,500 square foot dwelling size. The proposed addition will connect to existing through streets Oak Street, Rush Creek Drive, Tanglewood Drive and Cedar Creek Drive. The design to connect through the neighborhoods is for safety reasons, as well as ease of access. One hundred twenty-three (123) notifications were mailed, with no written response returned favoring the request and three (3)responses opposing the request. Board Discussion Mr. Jim Douglas, Douglas Properties, 2309 Avenue K, Suite 100, Plano, Texas, applicant, submitted a presentation to the Commissioners, stating that the homes presented will be built within the development. The price range for the development is from $220,000 up to well over $300,000. The proposed development is a continuation of Kreymer Estates, which the first phase is under construction. The proposal is adding not only additional lots,but open space as well. The open space will be deeded to the City of Wylie, and be used as a public park. The Homeowner's Association will maintain and pay for the irrigation system and landscaping. The City will handle reservations for the pavilion and inspections to the playground equipment. Minutes July 2,2013 Wylie Planning and Zoning Board Page 4 of 6 The homes backing up to the open space will be required to have wrought-iron fences. No home will be, nor can be constructed over Floodplain area. The desire is to conserve and preserve natural habitat within the open space and creek areas. The amenities when built out will have twelve (12) adult fitness stations along the trail system. The trail system is eight (8) foot wide, concrete, and ADA approved. There will be ten (10) park benches with City of Wylie Logo on the back, placed along trail system. A pedestrian bridge will be constructed over the creek, which will connect the open spaces. The hike and bike trial is quite extensive; it is over 11,000 linear feet, which is over two miles. The Park Board did approve the amenities unanimously and there is no cost to the City of Wylie. The cost to the applicant is over a million dollars. Public Comments Chairman Johnston opened the Public Hearing. Mr. Don Hallum, 301 Rush Creek Drive, spoke in opposition of the request, expressing concern increase traffic and to slow the speed limit down. Mr. Marc Verduin, 401 Rush Creek Drive, spoke in opposition of the request, expressing concern of connecting the roads with established existing neighborhoods, and the natural habitat. Ms. Sandra Mondy, 114 Douglas Drive, spoke in opposition of the request, expressing concern of the elevation for creek, drainage issues, increase of traffic, and environmental impact. Mr. Tom Barlow, 221 Rush Creek Drive, spoke in opposition of the request, expressing concern of trees removed, and floodplain area. Mayor Pro Tem Scott, 1303 Greensboro Drive, spoke in opposition of the request, urging the Commissioners to stick to the vision of the Community for 10,000 square foot lots and minimum 2,400 square foot home sizes. Mr. Jeff Smith, 402 Tanglewood, spoke in opposition of the request, expressing concern of the noise, traffic and small lots. Mr. Bryce Flynn, 909 Foxwood Lane, spoke in opposition of the request, expressing concern of the natural habitat, drainage issues, and buffer between new development and existing developments. Mr. Allen Krom, 210 Rush Creek Drive, spoke in opposition of the request, expressing concern of the natural habitat, and increase traffic. Chairman Johnston closed the Public Hearing. Minutes July 2,2013 Wylie Planning and Zoning Board Page 5 of 6 Chairman Johnston questioned if a Flood Study was completed. Mr. Hoisted stated that Flood Study will be completed after the zoning is approved. Also, the street width is 27 feet, the new development streets will meet the current requirements of 31 feet. Mr. Douglas stated that the drainage channel, the Flood Plain Study, the street layout study and environmental study are all lengthy and time consuming. This request is the zoning, and the development once approved will be developed over a number of years in multiple phases. Ms. 011ie stated that the public comment forms turned in at the meeting do become part of the record. Board Action A motion was made by Commissioner Dahl, and seconded by Commissioner Larson, to recommend approval to City Council of the request for zoning change 2013-03. Motion carried 6—0. Commissioner Harris was absent. ADJOURNMENT A motion was made by Commissioner Smith, seconded by Commissioner McCrossin, to adjourn the meeting at 9:45pm. All Commissioners were in consensus. Phillip Johnston, Chairman ATTEST: Mary Bradley,Administrative Assistant Minutes July 2,2013 Wylie Planning and Zoning Board Page 6 of 6 Wylie Planning and Zoning CITY OF WYLIE Commission AGENDA REPORT Meeting Date: July 16, 2013 Item Number: 1 Department: Planning Sanden Boulevard Church Prepared By: Charles H. Lee, AICP, CBO Subdivision: Addition,Block A,Lot 1 Date Prepared: July 10, 2013 Zoning District: Single Family 10/24 (SF-10/24) Exhibits: Final Plat Subject Consider a recommendation to the City Council regarding a Final Plat for Sanden Boulevard Church Addition, Block A, Lot 1. Subject property located east of Sanden Boulevard and approximately 425 feet north of Brown Street. Recommendation Motion to recommend approval to the City Council for a Final Plat for Sanden Boulevard Church Addition, Block A, Lot 1. Subject property located east of Sanden Boulevard and approximately 425 feet north of Brown Street. Discussion The applicant is proposing a Final Plat for Sanden Boulevard Church Addition, Block A, Lot 1. The purpose for the plat is to establish legal boundaries of the 5 acre tract and dedicate the necessary easements to accommodate the development of the proposed church/house of worship campus. This property was originally annexed in early 1983 and subsequently zoned for residential purposes in 1986. The Final Plat complies with all applicable technical requirements of the City of Wylie and is recommended for approval subject to: 1. Additions and/or alterations to the engineering plans as required by the Engineering Department. 2. City Council's approval of plat. Approved By Initial Date Department Director RO 07/11/13 Page 1 of 1 r, Wylie Planning and Zoning Y` -' Commission .46�4 °'*0� AGENDA REPORT Public Hearing Meeting Date: July 16, 2013 Item Number: 1 Department: Planning Prepared By: Jasen Haskins Date Prepared: 07/8/13 Zoning Case Number 2013-04 Location Map, Exhibits, Notification List/Map and Exhibits: Responses Subject Hold a Public Hearing and consider a recommendation to the City Council regarding a change in zoning from Commercial Corridor(CC) to Commercial Corridor- Special Use Permit (CC-SUP-) to accommodate a proposed Major Automotive Repair Use on two acres, generally located on Westgate Way just north of FM 544. ZC 2013-04 Recommendation Motion to recommend approval to the City Council regarding a change in zoning from Commercial Corridor (CC) to Commercial Corridor- Special Use Permit (CC-SUP) to accommodate a proposed Major Automotive Repair Use on two acres, .enerally located on Westgate Way just north of FM 544. ZC 2013-04 Discussion Owner: LMB Partnership,Ltd Applicant: Cross Development,LLC The applicant is requesting to establish SUP zoning for a Major Automotive Repair Use on two acres on the east side of Westgate Way just north of FM 544. The applicant is proposing a Caliber Collision branded automotive repair and body center. The property is in the General Urban sector on the Land Use Plan and currently zoned Commercial Corridor on the Zoning Map so the use is generally consistent with the planned and current uses in the area. The property is bordered on the west by Westgate Way, a four-lane non-divided road. To the south is a restaurant use. To the north is undeveloped land zoned A/30 with the DART rail line just north of that. To the east is a concrete batch plant use. The nearest residential use is approximately 500 feet to the north across the DART rail line. The Concept Plan provided by the applicant meets all the standards as set forth in the current Zoning Ordinance. Additional landscaping along with a wrought iron masonry columned fence has been provided for screening purposes. Stone work on the elevations is roughly double what is required. If approved, the applicant will be required to abide by all Zoning, Building Code, and environmental regulations regarding noise, lighting, and ecological impacts. Staff recommends approval of the request to rezone the outlined two acres from CC to CC-SUP for a Major Automotive Repair Use. Notification/Res.onses: Seven(7)notifications were mailed, with no responses at the time of posting. Approved By Initial Date Department Director RO 07/11/13 Page 1 of 1 VI I I 1/DNA& • Ve• • •. t ;♦ r = r-: C U.- ailp111 11r I 1 � l :,, 1i &Mill � • ;� � 1 in //i ■ Wes Brown Sow •M :i4k2 `1111 ill cat rows neat " II III Wall ■ ��1itt 170: irllixt 1 Subject / r�: :C .0 C'.G1►ttj 4�, ■1111�►���►�` ■la ■all ■I of 44. Property 1I[IIlIlI111i 1<iiltrii auto ,!i/ 1i : P -8stiwkii giVigtzpuur& iul aiii Z •.•. in .��\111111i '�` ♦t r -{,44111!Iul11111 1PVtC4,► 1111 ♦ ��UI1Ii1I 1li111� ♦III 1IuI�ipillliiil�t&�! 'AIM r si'111111► 1iltfI�►� u1111111i1111111rniilll11111ll1111116 111111 / .aiI111111i1t 1* k. *t:4, 11 111n11111 Ott IC.IIt�IllIle111111111! IIU-= O 11;111111111 a' 11 . iii1i1111111k ► C !:� •^�i V ' ' —- �Atiil111111111i► 1 ��R111�IIlly • .-._, n .'�inii111t11111it�► Oar• y �:•414rA. �,� �_ ik �111IiMin��n1111r��� ► iDllii[II - '`�- Ti;� ,w1 j_ ► ,. • r----- _ _ ...ft FM544 i �� )Pr `7I' Hi 4• . E 4°%dill to `� "ohi uioio11111 i s�. •:I.R�ri, a ♦ O��,p-Jjrktl11111M ilitilifinnil l mminaL ici,,,,,,,, �a I - ® T] IElm: s�¢� 1111 MI NAM au n ill • :,�^C a MI C=G anKttRwn,tttIMMI ■tr,fta�OM Ell w tt�tt� ttw trr twt p.m - 1--- j 0 afis� rp11111 raL cp 4111: .in i�t �w a1 _ 1IiI Ce s Alanis Drive ::31,nye .._..__,1,..., ri:Dr I I rakIEEDITET---) L--lew..1 LOCATION MAP ZONING CASE #2013-04 LEGEND Engineer of Record: BJB 0 Drawn by: TDW . . . . . . . . . . . . PROPOSED FIRELANE I j ,- Date Plotted: 7/3/2013 PROJECT LOCATION 10' x 20' PARKING SPACES . UNCOVERED 86 Issue for Pricing/Bidding: --. / EXISTING EAGLE READY GRAPHIC SCALE ENHANCED PAVING - MIX CONCRETE HANDICAP 2 ZONED: SUP 96-17 20 0 10 20 TOTAL 88 AWLM Industries, Inc. V///////A ACCESSIBLE CROSSWALK Issue or Permit Application: - CCF 96-0028739 �� �� ❑ ❑ PROPOSED FENCE Issue for Construction } w w i _ ( IN FEET ) Q In 1 inch = 20 ft. T PROPOSED TRANSFORMER w O G\� Revisions: - DATE COMMENTS PROP. PROPERTY LINE S 05°00'36� W 272.13' FM 544 v r El ,\_,-, ❑ ❑ ❑ i� NOTES 0e4. �PP 10 SPACES 10'=101 0 in in 10 SPACES @ 10'=101.0' r; V) 1. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. Z o `n o 0 2. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR BUILDING, Q 1� / N N N N DUMPSTER ENCLOSURE AND DETACHED GARAGE FOUNDATION LAYOUT 1 Q �-� AND DESIGN. PROP. DUMPSTER `4.0' 'Q J � ©2013 by HPcivil engineering, LLC ENCLOSURE :77. 1 ,TyAS' 3 AND DESIGN.0 LANDSCAPE PLANS FOR FENCE AND HARDSCAPE LAYOUT STONEY( All Rights Reserved 16.6' J 17.6' k 15 UtilityHENSLEYCQLLIN--taniTY a_dp Easement = The engineering works depicted herein are the •b w w �. sole property of HPcivil engineering, LLC. and 0 ND s' • za In V may not be constructed or used without its - o �S� • • N N B J ��O' N VICINITY MAP express written permission. No permission to ❑ '' = modifyor reproduce anyof the engineering works, o. (1 " 1000') p g g ❑ including without limitation the construction of any •o . . ' • . • • o improvement, is expressed or should be implied 18;5' �, ,Q� I'�i'1 O• I ,. W from delivery of preliminary drawings or unsealed �T1,os• • �O•. o ��,�' - . . - \ ii Z construction drawings. Permission to construct o • o Y J LEGAL DESCRIPTION the improvements depicted in sealed construction U r drawings is expressly conditioned on the full and J m r timely payment of all fees otherwise due HPcivil w ix BEING situated in the E.C. Davidson Survey, Abstract Number 266, Collin County, Texas and being a c� 1- W engineering, LLC. and, in the absence of any • I • . . • Q W a portion of that certain tract of land described by deed to Sal Del Rey Properties, Inc. recorded in Volume written agreement to the contrary, is limited to a • 1663, Page 451, Deed Records, Collin County, Texas and being more particularly described by metes and one-time use on the site indicated on these plans. o CC bounds as follows: J ❑ °,° • • o m 0 Lot 1 Block A BEGINNING at a 5/8 inch iron rod with cap stamped "GEOMARIC" found at the northeast corner of Lot 1, SAL DEL RAY PROPERTIES, INC. • • i VOLUME 1663, PAGE 451 • �) t • iX iX Existing Chilre-F.M 544 Block A, Chili's - F.M. 544, an addition to the City of Wylie according to the plat thereof recorded in Cabinet o Cabinet P. Page 79 P, Page 79, Plat Records, Collin County, Texas, said iron rod also being in the west line of that certain tract D.RAINDE. �, • : © 0 18.5' P.R.C.C.T. of land described bydeed to AWLM Industries, Inc. recorded in County Clerks File Number 96-0028739, (REMAINDER) • Zoned: Commercial Corridor I• w �1• Deed Records, Collin County,Texas; VACANT • • N 5 18.5' ZONED: COMMERCIAL I • Q ��ye' Z . • . • .• N THENCE North 86 degrees 56 minutes 21 seconds West, 270.61 feet along the north line of said Lot 1 to a °'• _ - 5/8 inch iron rod with cap stamped "REALSEARCH" set at the northwest corner of said Lot 1, said iron rod O Q 5.5' 20.5' - 30.2' 85.9' } • 29.0' ' • 20.0' 20.0' 24.0' •I 20.5' 16.4' o also being in the east right-of-way line of Westgate Way(65' Right-of--Way) and being the beginning of a Q X I- N / non-tangent curve to the left; -I..... ii :: I- • It 13 THENCE 57.30 feet along said east right-of-way line of Westgate Way and with said curve to the left, J L1J 1s 5' 1: : A having a radius of 582.90 feet, through a central angle of 05 degrees 37 minutes 56 seconds, whose long o O . ' •. ' ' 11 d- chord bears North 20 degrees 35 minutes 57 seconds West, 57.28 feet to a 1/2 inch iron rod found at the U Q U • . . I N beginning of a curve to the right; n z 18.5' .. v �T E. � • J. ccgCALIBER COLLISION THENCE 193.20 feet, continuing along said east right-of-way line of Westgate Way and with said curve to w -� O • N 0_ the right, having a radius of 517.50 feet, through a central angle of 21 degrees 23 minutes 26 seconds, (/) c000 14,280 S.F. BLDG. • • 4 Cn Z CO LV Lu • . N up �, whose long chord bears North 12 degrees 43 minutes 17 seconds West, 192.08 feet to a 1/2 inch iron rod �s. 1 Existing Parking with cap stamped "DAS" found; J M • . 24..0' 24.0' cs U ❑ FIRE . . •• FIRE . f 17.5' Q LANE LANE 54.5' 1m THENCE North 02 degrees 01 minutes 34 seconds West, 34.97 feet, continuing along said east U W o • L~, I right-of-way line of Westgate Way to a 5/8 inch iron rod with cap stamped "REALSEARCH" set; d- ii co • (� N b _ ��PROP. TRANSFORMER ❑ w I THENCE South 86 degrees 56 minutes 21 seconds East, 348.94 feet, departing said east right-of-way line © • -PROP. FENCE Q of Westgate Wayto a 5 8 inch iron rod with capstamped "REALSEARCH" set in said west line of the AWLM ° c9 / Pe vt w U tract; co 0 21 . • --ii • . - I . . ' : I -ROP. GATE 00 •• PROP. 2.0 ACRE TRACT • , Q THENCE South 03 degrees 03 minutes 39 seconds West, 272.13 feet along said west line Of the AWLM (87,120 S.F.) / tract to the POINT OF BEGINNING and containing 87,121 square feet or 2.000 acres of land, more or less. COMMERCIAL DEVELOPMENT �� In ❑ • • . ' PROP. USE: \\\�.� REMOVE WHEEL AUTOMOBILE REPAIR, MAJOR \ '-_ / STOPS PRELIMINARY 15 • S [NOT FOR CONSTRUCTION] . VatR y >. • . . b Q 5 LANDSCAPE AREA THIS DRAWING IS RELEASED l : • ® 2 �, L/S AREA REQ. (20% OF SITE) 17,424 SF PROPOSED L/S AREA FOR THE PURPOSE OF 18.5' r. VIIIIIIir101. SCHEMATIC REVIEW ONLY • • ROP. GATE �� L/S AREA PROVIDED (23%) 20,054 SF AND IS NOT INTENDED FOR b �� 0 PERMITTING, BIDDING, OR 0 0 Vit .. • . 1 i - • �0? Q - - CONSTRUCTION PURPOSES. R S c c THESE PLANS WERE 1' _ a� -cE2 18.5' 25• o PREPARED UNDER THE U T � , PROPOSED yA � � DIRECT SUPERVISION OF I Q / 5.0' ENHANCED � ����':i �:��������������• w CO • Roo o , PORTS y PVMT. w d- I BRIAN J. BRIDGEWATER, COCHERE c. CV •w I P.E., TEXAS REG. #99334 1 W _10.0'- 41.8' ,� • i 4. Zo :........ .... DATE 06 17 2013 o • J , O l a CD o cr TyAJ \‘t `` `i o U Lo Q o ro •s. ° * I . ' ` o N v VD • cY 4D .o w w • . ' . / . CONNECT TO AND CONTINUE 4' Q N M W / MEANDERING SIDEWALK x x 1 Z PROP: PROP. 320 SQ. FT. j W Q w h . ' . MONUMENT. . ' . �. . . . - . ENHANCED PVMT. L� J �� • �� SIGN. �N PROP. 4' SIDEWALK • vi r cn 7 21.7' ' / / 14,280 S.F. BLDG. J c 13 8 �' CALIBER COLLISION Ca) - o Q t� w 0 Q o Z U 0 �n 9 SPACES 0 10'=91.0' gin/ v��s �\ -5 37 56 •• .. ... ... . ....•...:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. o' cci �,�'� R=582.90 I o c11 w 0 s e S z J � . ,,,,,,,, a� , • , 0- III L 57.30 h l7 w W - �0_ T-28.67 ..... ,, u cy) cc _ ®� ,_ CB=N20 35 57 W `:.����� ~ `p w S SETBACK CD=57.28 / -� �� CO A a 25 BLDG. / R/9 S' ^, I 544 :;:::::: ::::: . . . . . . .:::,dpowo w�� = I W Q w 0 42 SETBACK I ~ NDSCAPE > N RR Q � w 10 LA . �ooPR� WOy - = O` er 4-, gs'tg°�'g o��Vr 23 :77:1:7-- ," r.:. .1- - A v PR SIDEWALK `S r� yl2 Q `I� N , it 6j Rig 6��� I co 6 ' '''''.:q ;I: ..4**i i:- _____.c4,0 )----, SHEET CONTENTS: -21°23'26" N R_;17.50 / : :.: ' GRAPHIC SCALE CONCEPT L 93.20 .� O .. . ....ate.• e 'N• T=97.74 ;, 50 0 25 50 PLAN II! CB=S4317ESHEET NO. Icft. LE X L di HPCE #13-113 1 e< I= lir ii‘rlliellrill"liiglli - .1IS CA2.130) (A2.150) i 124'-8 3/4" III _ _ _ __ (A2.50) TOP ~ ,- =- -- 4 _��._. - ==:r'=r --r_r--r r= ! (A2.60) A2.160 Wil H_. _ -r fir_-sr_Zvi-,- ' - - - -- , (A2.70) ' ===_ -- - ====--_ / BEYOND ���_al iii1=��Esi a gris■:119 me'�_so}' i / \ 116, 1116F MIN- A2.40 A2.80 CF -t5�� �i'��i MMEN a =4S-. cv e o BEYOND -- i� -� _®� ems:_®�- _�� - 113' 10" �■�==��=ate== =�==�=ate= r�''� "=mow'�" �M-���=�-• T.O.P. _' s2!��at' �11!i pusSlr'ws�®_� �' '_� ' ®�_ ' �'� �s_� 1 a�_ (A280 - _ c-�ow�'' - e1'weml -�1 il i � momo1 _i1:.-e�i0 . -. _ .. 0s���■lisi�� rpmmi■=_■D��__i �_� -__� �_� -__ `;i BEYOND ■i����!i��l����!������_ _ . -I _ _. _- B.O.SOFFIT A2.140 07 . "',Iliilli nu �_ _ _ 110.-0" I iiii mifitlllillllllliinllllliuiilllll!11'!IIN�IItE"RI IIWIY118 1 ii iiiiiill 111111 1 1 ill II II 11 I i 1 I III 1 1 Iif Ail A2.140 i:S IPS gi As on BEYOND A2.90 JE1UUNU• ■..■■ ' ■■■■■ - (A220) - A230 ■■■■■ ■■■■■ ■■■■■ -_---- ------ ------- . : 8'HIGH (A2.90) ti -- " �� '�� ": A2.40 �� " ' _ BEYOND -e. no En mg' a =in F.F. N. :cwim al - - - ..� • r G / rz a• .24 • F.G. �- (A2.110 A2.100 A2.90 A2.100 A2.90 A2.100 A2.30 A2.100 A2.90 A2.100 A2.30 A2.90 A2.100 (A2.90) �REF. CIVIL �L_ lire . WEST EXTERIOR ELEVATION - � SCALE:L 1/ " - " 49111 IMPIIIIIIIIIMIII -WigilliM IM 11.1. jill I ...., MI Pill \ (A2.50) (A2.130) - - - 124'-8 3/4"AL (A2.80) / (A2.120) T.O.P. 1 \ e . A2.60) i EL (A2.150) 121' 0 7/8" i(-A2.160) __ - tuipl z -= =� a --_ T.O.P.db / \ 11 11..5411.20- A2.70 _�-®-�i= -esai-�_ii ■_�i•_�ilk-eiih A2.80 l`=s i�Gai G i��� G �angig"� ��y� A2.150 lb - - �: RMMeAiOC i =� � 0 BEYOND • T.O. EAVE - _ 113' 10" 114'-0" r �c ■ c� r Mc 7 . - TOP ■g +. .Sol-Taa�.11.EslC.�ra..A .�ol.� e e _ A2.40 . ® ® ® ® _ 1 -'-' -_-® ®�� . _ BEYOND 109'-8° _ It i(fIIIIl . 1111 I lit Haul UI Illl I Illllltllll lllllfl_IIIIIII IIIII I I i1 11!iitlll t11l1111IIIIIII!fllllllll11111111111t11 11111111111 IIIi11tllllIlllill tomtit U 110' 1" B.O.S. ------- ------ ------ ■■■■■ ■■■■■ ------ M. _-- ' - -- -_ ` ---- , B.O. SOFFIT ___ __ _ A2.140 _ BEYOND 8 HIGH ••••••. __---- c Ali �- 0 g•: �: I .&-zr_s _ dA2.30 BEYOND .-' A2.40 Th = {A2.90) _ +� •- �-=�rs��i . �a :._ - M1 -6 BEYOND 100'-0" L :w r�; -: If- - •�: -_". = s-_-.r__ =sue _ = - �_= --=--- _ =_ - /, F.F. REF.CIVIL AL A2.90 A2.30 A2.100 A2.90 A2.150 A2.100 A2.90 A2.30 A2.100 A2.100 A2.90 A2.100 A2.110 A2.90 A2.100 A2.90 A2.110 A2.90 F.G.`" nn EAST EXTERIOR ELEVATION oG SCALE: 1/8" = 1'-0" 1111 Mk Imo um gm (A2.130) CA2.130) A2.120) A2.120) (A2.140 rgeammisinionmsmimirriamamegasmi AZ.10 124'-8 3/4" BEYOND BEYOND A2.70) _ -a___ _ =ar s_- - A2.150 T.O.P 7. u / --j xz_r_ _ �_� ____ _ __i=z_:_z�zr`_ 130 121' 0 7/8„ If _ =�==a -nu- s--a=s=--c _r=r===r == == T.O.P. / / \ I/ 12 12 - = A2.160 -r--- L_--� -r- . -r--r -. �- - __Y_ r - _ _ ■�-- o fir- e�-- off-- - ( ) _ -_ �M �- �= �- -_� -_�-=-tee_®��_��-®�_ t_��-®�t_��- 1I 11 _ •iifa :WE iifaE'�e ■�� �r� �� .ra j`_ _ �` __= al Sra -���ia�=�er.���_����__i _ _ s__ _� ls_ _ _ �s_ �__ _mr-WIL : - A2.50 it eaeo• r r ��1 �1oe-iil:�-!�Ioe !1� �leaer,- tee- e'e: . miss i 1 I1 ice a iiti■garc� � ��c ��■ �� - - _ 101.0011111410��:c��ee1■41an�!c�� ��i!cll�■���!�o AZ.70 11 114'-O" - _ _ ...� �_ �__` ■ r i. =r_ ,-.•' A2.130 T.O.P. .....----=�: - - sw -erli- -ir: -�i- ��crci• -e�i ii�i _�i= _�1. _�i- me. _� �l T.O. EAVE (A2.90) I�"�`i� ii� iiS�i�`iRy4. - • --_ -�:�-�:':�� ..� �livev..� �c�e .. 'a-...m' �ra�_m..�efi��-i1�.. f�� p...e o ��� l.�ao��.-.�rl.�.a.�.-r�l-�ao�.l9 ! _ -. -. a_ -1.�®.0■.�®�.��..� -o��-o�- . �:� AZ.BO A2.50 A2.60 _ .'�TT -�.'•}T�•��.' :[ I(Ie - i; ,:; I I ill 1 : _ 7 1�fi IiJ fi Bill'!IITIITllTI1IR11D�I1 lI Il1]'7" QjI 1 Ipare. ,l - s 3 r v J. �� �i A2.140 B.O.S- -�.■■ - (A2.50) �� _ _ � �= =' -i ■e.- AZ.90 'fig■ Ge�c lia :� ■!o ■■■■■ (AZ.90)gag NNW' �� _ zr_ 1j= _� = �' A2.30 i' :.::: •3.♦...od ;$:**! •: o ':'❖::.:•' Mill 'sr�ss= �1� f�. :� �' r A2.40 PAWA VAMP' (A2.30) _ 8HIGH ..".a' _ '- 4> .-.-.....7.-7••• . trli - i_r mr. = Eil 100' 0" 100.-0" -- - - - - - •---.r -. --. Mn r .T - - i 11 - =_ --_ �- �- _ �. ■-a -§ ,/ F.F. _ = F.F. N c -- - - - - •+ a'F='== ` (A2.30) \ REF. CIVIL Lv REF. CIVIL � . _ -_- - - F.G. A2.150 A2.100 A2.110 A2.150 A2.90) F.G.`" i- NORTH EXTERIOR ELEVATION OWNER: APPLICANT: SURVEYOR/APPLICANT: SOUTH EXTERIOR ELEVATION O SCALE: 1/8" = 1'-0" NORTHPOINT DEVELOPEMENT CROSS ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC. 1:::/3SCALE: 1/8" = 1'-0" COMPANY, LLC 1255 W. 15TH ST. 5750 GENESIS COURT 8235 DOUGLES AVE. SUITE 125 SUITE 200 SUITE 720 PLANO,TEXAS 75075 FRISCO,TEXAS 75034 DALLAS,TX 76092 PH: 972.398.6644 PH: 972.335.3580 214.244.1777 CONTACT: BRET FLORY KEY NOTES: FINISH LEGEND: CONTACT: DAVE CARTER • HIS FACADE PLAN IS FOR CONCEPTUAL PURPOSES ONLY.ALL BUILDING PLANS REQUIRE REVIEW AND APPROVAL OF THE (A2.10) SIGNAGE W/PLYWOOD BACKER [ M1 MANUFACTURED STONE(OZARCK CHALK). BUILDING INSPECTION DEPARTMENT. - • CROSS ARCHITECTS (A2.20) CHAINLINK FENCING, HEIGHT NOTED BESIDE KEYNOTE P5 CALIBER BEIGE • ALL MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC = 1255 W. 15TH ST. SUITE125 (A2.30) CAST STONE SILL/WATER TABLE ( P6 CALIBER BLACK • WHEN PERMITTED EXPOSED UTILITY BOXES AND CONDUITS SHALL BE - PLAN 0, TEXAS 75075 (A2.40) MANUFACTURED STONE VENEER ( P7 � SAND PEBBLE PAINTED TO MATCH THE BUILDINGI I C Ile 0 S S CALIBER PH: 972.398.6644 �� �� � COLLISION ARCHITECTS � FAX: 972.312.8666 (A2.50) GALVANIZED METAL GUTTER PAINTED • ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE 1 1 14,281 sf A R+ H I T E C T bru m sey@crossarch tects.com BUILDING INSPECTION DEPARTMENT. 'o, ' l� (A2.60) STUCCO 9� 7. � ��aa �� o �? �ll NORTH ELEVATION MATERIAL CALCULATIONS SOUTH ELEVATION MATERIAL CALCULATIONS �i o��O �oo p rli• CALIBER COLLISION A2.70 ROOF LINE BEYOND MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL ;,o - "w\�`S\ _ �� .` A2.80 THROUGH WALL SCUPPER FACADE FACE = 1,950 S.F. 100% FACADE FACE = 1,388 S.F. 100% NE QUADRANT OF BRICK =627 S.F. 32.2% BRICK =283 S.F. 20.4% � = a€ 11"-.0*/#009.40.;- • (A2.90) METAL DOWNSPOUT PAINTED STONE =923 S.F. 47.3% STONE =0 S.F. 0.00% �e - - 0 ;./^-s_ (iellir- in I STUCCO =0 S.F. 0.00% STUCCO =935 S.F. 67.4% ' I 1' I'-de)-' j �'�y WESTGATE WAY & F. M . 544 (A2.100) SECTIONAL OVERHEAD DOOR GLAZING =400 S.F. 20.5% GLAZING =52 S.F. 3.7 % I of n 0 �,� DOORS =0 S.F. 0.00% DOORS = 118 S.F. 8.5 % I I ll-ll � �I • - -LJ ( 'I\ -' j • (A2.110) HOLLOW METAL DOOR AND FRAME 9� i o1 SAL DEL RAY PROPERTIES INC. (A2.120) PRE-FINISHED METAL BUILDING SIDING WEST ELEVATION MATERIAL CALCULATIONS EAST ELEVATION MATERIAL CALCULATIONS ^�' el\' �! (A2.130) CAST STONE CAP MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL �_ -- '� a 11 a s P VOLUME 1663 PAGE 451 D.R.C.C.T. FACADE FACE =2,967 S.F. 100% FACADE FACE =2,751 S.F. 100%(A2.140) BRICK SOLDIER COURSE BRICK =272 S.F. 9.2 % BRICK = 178 S.F. 6.5 % N LOT: 1 BLOCK: STONE =603 S.F. 20.3% STONE =657 S.F. 23.9% (A2.150) BRICK VENEER STUCCO =544 S.F. 18.4% STUCCO =415 S.F. 15.1% FLOOR PLAN SITE PLAN GLAZING =737 S.F. 24.8% GLAZING =600 S.F. 21.8% E CITY OF WYLI E TEXAS CA2.160) PRE-FINISHED METAL BUILDING"R" PANEL ROOFING DOORS =811 S.F. 27.3% DOORS =901 S.F. 32.7% z ii i- �� 1/32 = 1 0 N.T.S. DRAWN DATE PROJECT NO. SCALE SHEET NO. 1 OF 2 SHL 03JULY13 13012 AS NOTED PROJECT NOTES LANDSCAPE NOTES D. Erlandson LANDSCAPE LEGEND Designed by: ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH -ALL FINISHED GRADES TO BE APPROVED BY THE TREES THESE PLANS, DETAILS AND SPECIFICATIONS AND SPECIES SIZE/QTY Drawn by: LANDSCAPE ARCHITECT PRIOR TO THE �, .' _ AQuercs muehlenbergii 2" cal. 12' ht./8 THESE DRAWINGS AND SPECIFICATIONS ARE THE ,, 'r Chinquapin Oak Architect of Record: D. Erlandson CONFORM TO ALL LOCAL CODES AND REQUIREMENTS. INSTALLATION OF ANY PLANT MATERIAL. " �®,`'I, 'lll' -PLANT MATERIAL TO BE APPROVED BY THE �� . �Ill� ����� � (�� �� ���� ��uercus viginiana 3" cal., 14' ht./13 : �NO. PROPERTY AND COPYRIGHT HPLA LANDSCAPE LANDSCAPE ARCHITECT PRIOR TO (... .: x ` I I!� - �� "'< Live Oak Date Plotted: 05.28.13 �► iIII ' I . . . 1011IIIU , O ®� . O , r r Y �� 2" cal., 12' ht./18 Issue for Pricing Bidding:•- * * = axodium distichumn / \, ARCHITECTURE AND PLANNERS. THESE DRAWINGS INSTALLATION. >(7) �� ®®a® pr. , d •••, I , O O % �' Bald Cypress �or� _ SHALL NOT BE USED ON ANY OTHER PROJECT -ALL TREE LOCATIONS TO BE STAKED BY THE .•\ ��* vi� . , , , • ....,.■ O __-� --_ :gerstroemia indica 2" Cal. Multi-trunK, 10' ht./6 =- EXCEPT BY WRITTEN AUTHORIZATION FROM HPLA LANDSCAPE CONTRACTOR AND APPROVED BY • •fir ' lir �: O Crepe Myrtle B&B 32" ball size Issue for Permit Application: 1 . C !lir LANDSCAPE ARCHITECTURE AND PLANNERS. THE LANDSCAPE ARCHITECT PRIOR TO ANY ' " ' , . 7„...7....: ,' `� , -:. _ :: 0 Prunus mexicana 1.5" cal., 8' ht.B&B 32" Bal1/4 LE BEINGDAh. �_� W Mexican Plum WRITTEN DIMENSIONS TAKE PREFERENCE OVER SCALED HO S UG. I ? SHRUBS Issue for Construction DIMENSIONS AND SHALL BE FIELD VERIFIED ON SITE -THE CONTRACTOR IS TO PROVIDE A 2 LB all A (1/040' ,` `• �! ill,. I ■ - SPECIES SIZE/QTY WITH ANY DISCREPANCIES BEING BROUGHT TO THE SAMPLE OF THE PROPOSED DECOMPOSED 7 CI— 1 s���X16�� olum S - °°' _" ■'..., Ell ApA Pennisetum alopecuroides 'Hamlen' 5 gallon/23 Revisions: ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO THE GRANITE FOR REVIEW AND APPROVAL BY THE �'r _ • •�••I %D 'Hamlen' Fountain Grass COMMENCEMENT OF WORK. LANDSCAPE ARCHITECT AND OWNER. THE —6' wrought iron � 1 o Ilex vomitoria var. nana 5 gallon/18 # DATE COMMENTS THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE CONTRACTOR SHALL PROVIDE 100% 0 Z gate � OurfordHollyCOVERAGE OF NON PAVED AREAS WITHIN THE view fence 6' wood fence Hydrangea quercifolia 5 allon 32 AND VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR \ Oakleaf H drangea g / TO PROCEEDING WITH ANY WORK DESCRIBED ON THESE LIMITS OF CONSTRUCTION. \)Euonymus a�ata 5 gallon/24 -- FOR ALL TREE PLANTING THAT ENCOUNTERS / Winge Euonymus PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL LoropetalumE chinese 5 gallon/13 NOTIFY THE LANDSCAPE ARCHITECT OF ANY HARDPAN/CALICHE PROVIDE SEPARATE UNIT ,' \, Purple Diamond DISCREPANCIES WITH THESE DOCUMENTS PRIOR TO PRICE TO INSTALL TREES WITH AN AUGER. • • ! ORosa Knockout 'Knockout' 5 gallon/30 -IT IS THE RESPONSIBILITY OF THE LANDSCAPE / < ' Rose BEGINNING OF ANY CONSTRUCTION. CONTRACTOR TO INFORM THE LANDSCAPE , g 'ill' '�I''�''II� `, thunbeergii p p 5 gallon/26 1 Berberis atro ur urea THE CONTRACTOR SHALL CARRY ALL WORKER'S ARCHITECT OF ANY PLANT MATERIAL meander n f ` Dwarf Red Barberry 0 A / 1�1 COMPENSATION, PUBLIC LIABILITY AND PROPERTY dewa �lll�0 \ ' ,, ' ©2013 by Humphreys& CONCERNS BASED ON THE PLANTING SEASON. GROUNDCOVERS Partners Architects, L.P.All DAMAGE INSURANCE AS REQUIRED BY THE LOCAL (E.G. SUMMER VS WINTER) SHOULD THE I \ sPECIEs size/QTY Rights Reserved MUNICIPALITY OR BY THE OWNER AND APPLY, OBTAIN \Liripoe muscari 'Silver Dragon' 1 gallon, 18" o.c./19 LANDSCAPE CONTRACTOR HAVE ANY Liriope The architectural works depicted herein are the AND PAY FOR ALL REQUIRED PERMITS TO COMPLETE THE CONCERNS ABOUT PLANT MATERIAL DUE TO O 11 Vinca minor 1 gallon, 18" o.c./52 p SCOPE OF WORK. sole property of Humphreys&Partners Architects, 410 HEAT OR FROST EXPOSURE, THE INSTALLER common periwinkle THE LANDSCAPE ARCHITECT SHALL DECIDE ALL SHALL REQUEST A SUBSTITUTION OR DELAY IN 0 pomoea batatas 'Margarita' 1 gallon, 18" o.c./5 L.P.and may not be constructed or used without QUESTIONS RELATING TO THE INTERPRETATIONS) OF PLANTING. ONCE PLANTED, ALL PLANT ® ; ., Yellow Sweet Potato Vine its express written permission. No permission to THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF MATERIAL IS SUBJECT TO SPECIFIED WARANTIES. • 1. Euyonumus fortunei 1 gallon, 18" o.c./4 modify or reproduce any of the architectural works, internal colored O IS Winter Creeper including without limitation the construction of any THE CONTRACT. -ALL PALM AND DECIDUOUS TREES TO BE O D building,is expressed or should be implied from THE CONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN con rete SURFACE MATERIALS UNCONDITIONALLY GUARANTEED FOR ONE 0 ND f_ IIIIN SPECIES SIZE/QTY delivery of preliminary drawings or unsealed AND FREE OF EXCESS EQUIPMENT, MATERIALS AND YEAR AFTER INSTALLATION. ALL OTHER PLANTS 00 Du ��I, • Cynodon dactylon Sod or seed construction drawings. Permission to construct RUBBISH (INCIDENTAL OF THIS PROJECT'S WORK) AT ALL SHALL BE GUARANTEED FOR A MINIMUM \ O Common Bermuda (2 lbs per 1,000 sf, seed) the building depicted in sealed construction TIMES DURING THE CONSTRUCTION OF THE PROJECT. PERIOD OF OF 90 DAYS FROM THE DATE OF MATERIALS drawings is expressly conditioned on the full and 16' cedar fence Shredded Hardwood Mulch timelypayment of all fees otherwise due ALL RUBBLE, TRASH EXCESS SOIL AND DISPOSABLE FINAL APPROVAL BY THE CITY/OWNER. ANY �/� p y Install in all non turf areas ITEMS RESULTING FROM THE DEMOLITION AND PLANT MATERIALS NOT APPROVED BY ���' MI PA TI -ki. Humphreys&Partners Architects,L.P.and,in the CONSTRUCTION SHALL BE DISPOSED OF IN A LEGAL, CITY/OWNER PRIOR TO OCTOBER 1 OF THE • , ��� absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on LAWFUL AND SAFE MANNER TO AN APPROVED DISPOSAL CALENDER YEAR IN WHICH THEY ARE INSTALLED , O —' 3" cal. • •I these plans. SITE. SEE DEMOLITION NOTES ON LANDSCAPE SHALL BE FURTHER GUARANTEED UNTIL MAYI— — A P: E BROKEN/DEAD BRANCHES AND THIN 20TH OF THE FOLLOWING CALENDAR YEAR. �' 0 \ �* OLLIAGE(20%)WHILE MAINTAINING NORMAL SPECIFICATION SHEET. x i% o 0 t TREE SHAPE.PAINT ALL CUTS WITH TREE DRESSING. HOLD HARMLESS AND INDEMNIFICATION CLAUSE -THE TREES, SHRUBS, VINES, GROUNDCOVERS AND O - (2)2"DIA.TREE STAKES.HAMMER 1'-0"MIN.INTO qr CONTRACTOR SHALL AGREE THAT IN ACCORDANCE WITH TURF WHICH HAVE TO BE REPLACED UNDER THE ea r�•, I z ' 4�_' '� Y UNDISTURBED SOIL(DO NOT STAKE THROUGH ROOT BALL) GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THE TERMS OF THE GUARANTEE SHALL BE 4.4 ° ,I'.' 12 GA.STRAND GALV.STEEL CABLE AND 3"GUARANTEED FOR AN ADDITIONAL 90 DAYSTURNBUCKLE.ENCASE LOOP IN REINF.RUBBER HOSE. CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND - .::. �COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONSFROM THE DATE OF REPLACEMENT. monument sign ( -1 "I .E i:�T � 4°TOP DRESSING DURING THE COURSE OF CONSTRUCTION OF THETHE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FINISHED CREATE GENTLE SWALE DEPRESSION DO NOT FORM PROJECT, INCLUDING SAFETY TO ALL PERSONS AND \ _ BASINPROPERTY. THIS REQUIREMENT SHALL BE MADE TO GRADES AND FOR MAINTAINING POSITIVEinternal colored � ' • � DRAINAGE AWAY FROM ALL BUILDINGS -µ- - APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 'f4 �� DO NOT BURY TOP OF ROOTBALL WORKING HOURS AND THE CONTRACTOR SHALL DEFEND, DURING THE FINISH GRADING PROCESS. ALL concrete lilt �, — — 1 SLOPES NOT TO EXCEED 4:1 IN LANDSCAPE _I 11 Iff I (/) L INDEMNIFY AND HOLD THE LANDSCAPE ARCHITECT - . III yell - PLANTING SOIL MIXTURE (REFER TO SOIL 0 HARMLESS FROM ANY AND ALL LIABILITY; REAL OR AREAS. • • I —, i SPECIFICATIONS) -THE LANDSCAPE CONTRACTOR SHALL VERIFY a ` O C N ALLEGED IN CONNECTION WITH THE PERFORMANCE OF BERM AND RETENTION BASIN LOCATIONS 'NS* 3 cal. / .� A C WORK ON THE PROJECT, EXCEPT FOR LIABILITY ARISING SHOWN ON THESE PLANS WITH THOSE ON THE 5' columns PIT WIDTH:3x DIA.OF CONTAINER PIT DEPTH:TOCU # i ' F . EQUAL ROOTBALL U x FROM THE SOLE NEGLIGENCE OF THE LANDSCAPE CIVIL ENGINEERING PLANS. SHOULD A S. ARCHITECT. DISCREPANCY EXIST BETWEEN THE PLANS, PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY It4*' • 04 I �� ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. DAMAGE RESPONSIBILITY - CONTRACTOR SHALL ASSUME URBAN GRAPHITE SHOULD BE NOTIFIED .4/Vit _. �•r E .aj FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED IMMEDIATELY. tree Iantincl) L a�._ p gINTENTIONALLY OR ACCIDENTALLY, TO EXISTING -UNDER NO CIRCUMSTANCE SHALL ANY TREE BE � � �� � �' ,UTILITIES, BUILDINGS OR OTHER AMENITIES DUE TO THE PLANTED WITHIN 6' OF ANY BUILDING WITHOUT 41 Aw + �r �� no scale � co ACTIONS OF THE CONTRACTOR, CONTRACTORS THE EXPRESS WRITTEN APPROVAL OF THE ` 40, '\_ O . 6' wrought ire a •�� 0 ll- EMPLOYEES AND/OR CONTRACTOR'S SUBCONTRACTORS. LANDSCAPE ARCHITECT. All - 710, e �' 4"TOP DRESSING THE CONTRACTOR SHALL AT ALL TIMES PROTECT WORK -TREES AND SHRUBS SHALL BE PLACED A (� '• 0 view fence ', o P'' �'- FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED MINIMUM OF 6' FROM PUBLIC ACCESSWAYS, �J� A0 �1 '11. OR STOLEN PARTS AT THE CONTRACTORS EXPENSE UNTIL UTILITY CABINETS AND FIRE HYDRANTS. 'r. ►�• eCREATE GENTLE SWALE DEPRESSION DO NOT FORM THE WORK IS ACCEPTED IN WRITING FROM THE OWNER. SHRUBS MUST BEAT MATURITY, 6' FROM THE A RAISED BASINCD UNAUTHORIZED CHANGES TO PLANS -THE LANDSCAPE REAR OF A FIRE HYDRANT. NO MATERIAL OTHERTHAN GROUNDCOVERS MAY BE PLACED I „ „ DO NOT BURY TOP OF ROOTBALLARCHITECT PREPARING THESE PLANS SHALL NOT BE A "'ndsca e 16 x16 columnsBETWEEN A FIRE HYDRANT AND THE STREET OR p /' RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES ROADWAY OR 6' ON EITHER SIDE. FIELD VERIFY , ' ` , — — PLANTING SOIL MIXTURE(REFER TO SOIL TO OR USES OF THESE PLANS. ALL CHANGES TO THE edge �.Ai � — _ SPECIFICATIONS) ALL HYDRANT LOCATION WITH THE CIVIL PLANS MUST BE IN WRITING AND MUST BE APPROVED BY V . -.o111—I I THE LANDSCAPE ARCHITECT PRIOR TO THE ENGINEERING PLANS. �j ; • , —I —I 1—"- PIT DEPTH:TO EQUAL ROOTBALL PIT WIDTH:3x DIA.OF -ALL SITE IMPROVEMENTS, INCLUDING !� 4r-4 CONTAINER ��COMMENCEMENT OF ANY WORK. ` A TRADE COORDINATION CONSTRUCTION AND LANDSCAPE AND SITE CLEAN UP MUST BE ' . _ . PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ,N INSTALLATION OF ALL ITEMS WITHIN THESE DOCUMENTS COMPLETED PRIOR TO FINAL APPROVAL OR a6� wood fence ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. '���'Q �.A"'� ����'y�j SHALL REQUIRE CLOSE COORDINATION BETWEEN TRADES CERTIFICATE OF OCCUPANCY. _ .a• . L '.� �,.� INVOLVED IN UNDERGROUND AND UTILITY INSTALLATION -TREES ADJACENT TO PEDESTRIAN WALKWAYS P �1 ro „ „ r-1,,-., ______J • shrubplanting '' J� -�SHOULD HAVE MINIMUM CANOPY lite • , ���� 16 16 columns .�� r� * l: �/�� �,' AND TREE LOCATION. CONTRACTOR SHALL BE CLEARANCE OF 6'8" •• • .::e?M 1 _ no scale - �� • RESPONSIBLE TO INSURE PROPER COORDINATION �. _�4k0•% ( ••• _ ��' 1't. ,• z ► BETWEEN TRADES TO INSURE AND AVOID CONSTRUCTION 40\I`� , !!!!' ;�� •. 1, .T DELAYS OR DAMAGE TO AN IMPROVEMENTS OR UTILITIES. % = t•. �� lt%......OF .:, �• ALL GROUNCOVERS TO BE PLANTED ON •' UNDERGROUND SERVICE ALERT THE CONTRACTOR / %® •Owe x x x ��. O . NI%® �•' CENTER(SEE PLANT LEGEND)IN d ! TRIANGULAR PATTERN. SHALL NOTIFY BLUESTAKE 48 HOURS PRIOR TO DIGGING 1 .w�A .' _ , AT 1-800-STAKE-IT AND SHALL EXERCISE EXTREME CARE o 1 ` v •• I �,, . • �� �• OT _ ��• • 0 ,,_ IN WORKING NEAR EXISTING UTILITIES. THE : Up --� /, • i� O �, O O O CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND - . j'li ' �'‘ 0 A X=O.C.DIMENSION AS NOTED ON .- �. • ��� �, VIP Now A ■ ■ PLAN. CONDITION OF ALL UTILITIES PRIOR TO CONSTRUCTION. , INSPECTIONS -THE CONTRACTOR SHALL BE - ' ` ' ____. , Y=0.86 OF DIMENSION"X". RESPONSIBLE FOR NOTIFYING THE MUNICIPAL REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE PRIOR � DIAMMULCH ETER.IKEEOPMA�LCHAWAYFROM TO ANY REQUIRED MUNICIPAL INSPECTION. 00 0 0O\\ EPTH OF 2",l'IN Ilicalli PLANT BASE. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE -1111-111� HUMPHREYS & PARTNERS ARCHITECT AT LEAST 48 HOURS IN ADVANCE PRIOR TO PRELIMINARY LANDSCAPE PLAN !IMm III1 IIIIIII—IIIIII—IIIIIIIII III—IIII 11= ANY REQUIRED OR DESIRED INSPECTION (214) 269-5150 N 11-111„111\11—IIIIII—I I1=111III=III=111— I1=111=111-1' ARCHITECTS, L.P. —III—III—III � _ O 1 PREPARE SOIL PER SPECIFICATIONS AND 5339 ALPHA ROAD SUITE 300 Two working days before you dig, BACKFILL WITH NATIVE SOIL.APPLY FERTILIZER TO III ROTOTILL TO A DEPTH OF 6"PRIOR TO ANY DALLAS,TEXAS 75240 CALL FOR THE BLUE STAKES LANDSCAPE AREA o" 10' 20' 40' SURFACE AWAY FROM TRUNK PER SPRINKLER WORK. (972)701-9636 (972)701-9639 FAX SPECIFICATIONS. DALLAS CHARLOTTE IRVINE LAS VEGAS J 1 -800 STAKE IT L/S AREA REQ. (20% OF SITE) L/S AREA PROVIDED (23%) 17,424 SF 20,054 SF SCALE: 1" = 20-0 groundcover planti NEW ORLEANS NORF phreK DL 0 PHOENIX ng no scale www.humphreys.com Som Blue Stake Center CALL COLLECT I ' -s, CONTRACTOR TO SUBMIT SHOP DRAWINGS AND FIELD VERIFY ALL MEASUREMENTS BEFORE CONSTRUCTION. 0 PRECAST CONC.CAP 24"X24" PAINT TO MATCH ACCENT COLOR ON BUILDINGS 1"SQUARE TOP RAIL 4X4 POST k L 7 / FIELD VERIFY REQUIRED OPENINGS FIELD VERIFY REQUIRED OPENINGS / 1 X6 3-0"MAX. . EQUAL 2"X2"STEEL RAILS EQUAL / 8'MAX POST SPACING / 2X4 humphreys and partners 6'0" X /' CAST BEVELED CAP VI - 6" � 6"O.C. .1' L • 1 1 o TOP VIEW ° landscape architecture, Ilc l J I�= 5339 alpha rd suite 300 • QI0000000 OOCQCQCQO00 00� 2°SQ.POST,loGA dallas,tx75240 R\ TOP RAIL 1-1/2"X1-1/2"X 16 GAUGE STEEL TUBE STEEL 24"COLUMN WITH BRICK j 1 X6 p 214.269.5150 f 972.701.9639 \ PAINT TO MATCH VENEERTO MATCH BLDG 6_g^ MID RAIL 1 1/2"Xl 1/2"X 16 GAUGE STEEL TUBE ARCHITECTURAL p 1"SQ�AR=METAL PICKETS wv�w.hplastudio.COm 1111 CIRCLE 1/2"SQ.SOLID STOCK STEEL TRIM/ACCENT COLOR -(JP,ji_ b' 4X4 Posr SHEET CONTENTS: 6' PICKET 3/4"SQI .X16 GAUGE TUBE STEEL PICKET 1 4 �_ �i X6"�( 6' AT 6"O.C.(4"O.C.AT POOL) r l� , preliminary landscape plan Er /I -.1 POST 2-1/2"SQ. 14 GUAGE TUBE STEEL FINISH GRADE - 1/2"PICKETS @ 4"O.C. �E�,nl-1_ :: -- -- - 2X4 BOTTOM RAIL 1-1/2"X 16 GAUGE STEEL TUBE (PICKET @ PosT,TYP.) 1■. 2 � I L 3/4"SQUARE METAL PICKETS FINISH li ` . . A NOTES: •r� CONCRETE FOOTING \ GRADE A SHEET NO. 12"Ox30"DEEP ` A. 4-6"MAX 6"X2"STEEL RAILS TRAFFIC PADSill 1.GATES TO BE OF SIMILIAR CONSTRUCTION. • 1 — - — preliminary 2'-6' 2.FENCING&GATES SHALL MEET ALL CITY 2"X2"STEEL RAILS 11-III I =111 1I I 1I I11 landscape plan &COUNTY HEALTH DEPT.REQUIREMENTS. • •• 2-3"DIRT \\III I 1 FRONT VIEWI REAR VIEW 3.WELD&GRIND SMOOTH ALL JOINTS. BACKFILL — —I 1 NOTE: • , ,O A PRIMER COAT SHALL BE 1'-10" 6% VARIES FIELD VERIFY / a(I APPLIED TO ALL SURFACES FOLLOWED CURB COMPACT$6111 II 11=11' WOOD FENCE TO BE CONSTRUCTED OF CYPRESS PICKETL 1 BY A TOUCH-UP COAT ON ALL CONNECTIONS,WELDS SUBGRADE\� :.1 1 ON CEDAR RAIL FENCE-DOG EAR TOP OR ANY DAMAGED OR RUSTED AREAS.A SECOND COAT -I SHALL BE APPLIED,FOLLOWED BY(2)COATS OF PAINT SLIDING METAL 10"DIA.COQCI`6• AS APPROVED BY THE OWNER. FOOTING —I — ( sheet 1 of 1 if TUBE STEEL VIEW FENCE- FENCE DETAIL VEHICULAR GATES �11111111111111'1��' WOOD FENCE— SOLID DOG EAR HPA # 13113 FRONT VIEW REAR VIEW 6'-0" f6" O.C./ ,f'1/ / 8'MAX POST SPACING / \ \ / I TOP RAIL 1-1/2"X1-1/2"X 16 GAUGE STEEL TUBE '1 ) I', , f I`j' / I i J ! I I :, ti__- i 1,Y 6" ;''( ' i'. 1 1 .L.r. MID RAIL 1-1/2"X1-1/2"X 16 GAUGE STEEL TUBE 1X6 �� 1 _j !: 1 ;; ' �I, . :,� ,,� I ! I 2X4 4X4 POST 1 , P? (I / 'it l'i.. +, i I r 1 �� 4X4 POST CIRCLE 1/2"SQ. SOLID STOCK STEEL 2X4IIII ! 'I'll'I'i (I 1 iI p��� �� I. 1 i 1X6 o ,I , I r, 1 I,i If,, III,; , ' f I ', io PICKET 3/4"SQ.X16 GAUGE TUBE STEEL PICKET E� ! I I 1 �' ( I , ; , „ ,AT 6" O.C. (4" O.C.AT POOL) )'J'I'I Ij �l.I �;t 1 1 ;J I I' II, ,, i ( 1 1 ', 1a I III - -- r ,, POST 2-1/2"SQ. 14 GUAGE TUBE STEEL 11•1 ' 1 -L--> I f I. t ' I. , • ., I _ 1 Al BOTTOM RAIL 1-1/2"X 16 GAUGE STEEL TUBE Ij � , _� ,f .(; ' j' ' 1,:' + t , • 1 r_ (' I�FINISH GRADE J1.I. i , .I'. I •. '.! {` ., t ! 1 I {( NOTES: .. ar..��.. ,Yil 1 1. GATES TO BE OF SIMILIAR CONSTRUCTION. cm 2-3" DIRT N 2. FENCING &GATES SHALL MEET ALL CITY BACKFILL 1.6.1 &COUNTY HEALTH DEPT. REQUIREMENTS. r;, i' 3. WELD &GRIND SMOOTH ALL JOINTS. . ,, COMPACTED u. +.; A PRIMER COAT SHALL BE SUBGRADE ri ' 4X4 POST APPLIED TO ALL SURFACES FOLLOWED t"\�� 1X6 �( 2X4 BY A TOUCH-UP COAT ON ALL CONNECTIONS,WELDS 10" DIA. CONC. '`'1R. OR ANY DAMAGED OR RUSTED AREAS. A SECOND COAT FOOTING in - may-_- SHALL BE APPLIED, FOLLOWED BY(2)COATS OF PAINT • AS APPROVED BY THE OWNER. TOP VIEW NOTE: WOOD FENCE TO BE CONSTRUCTED OF CYPRESS PICKET ON CEDAR RAIL FENCE- DOG EAR TOP I 1TUBULAR STEEL FENCE - DECORATIVE r WOOD FENCE - SOLID DOG EAR 04 SCALE: 1/2" = 1-0" \ 03 SCALE: 1/2" = 1-0" PRECAST CONC. CAP 24"X24" 1"SQUARE TOP RAIL 7 8'-0" MAX. 74 C° y / FIELD VERIFY REQUIRED OPENINGS 76 FIELD VERIFY REQUIRED OPENINGS / CAST BEVELED CAP -. EQUAL 2"X2" STEEL RAILS EQUAL 1 SQUARE METAL PICKETS �� u ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■• ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ 1 \\. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ - 2" SQ. POST, 10GA 1STEEL 24" COLUMN WITH BRICK \ (c)- PAINT TO MATCH VENEERTO MATCH BLDGII ARCHITECTURAL glit TRIM/ACCENT COLOR pii�. e a o III I 7 1111111111111111111111111111 FINISH GRADE 11 - - - - - - MI - - - MI - - - I - - - - - IN - - MI - = ■ 1/2" PICKETS @4"O.C. • 1 . . . . . . ,, . . . . . . . . . . . . . . ■ ■ . ■ . , (PICKET @ POST, TYP.) ... 1 a N m,-.T--, •r. .3,-, 6"X2" STEEL RAILS TRAFFIC PADS 3/4" SQUARE METAL PICKETS a ,.., .0 it ,,,. - . , I CONCRETE FOOTING 12"Q)x30" DEEP 1'-10" VARIES FIELD VERIFY 7 6"/ / CURB IAT SLIDING METAL VEHICULAR GATES IT ( TUBULAR STEEL FENCE - TYPICAL 02 SCALE: 1/2" = 1' 0" 0 SCALE: 1/2" = 1'-0" OWNER: APPLICANT: SURVEYOR/APPLICANT: NORTHPOINT DEVELOPEMENT CROSS ARCHITECTS KIMLEY-HORN AND ASSOCIATES, INC. COMPANY, LLC 1255 W. 15TH ST. 5750 GENESIS COURT 8235 DOUGLES AVE. SUITE 125 SUITE 200 SUITE 720 PLANO,TEXAS 75075 FRISCO,TEXAS 75034 DALLAS,TX 76092 PH: 972.398.6644 PH: 972.335.3580 214.244.1777 CONTACT: BRET FLORY CONTACT: DAVE CARTER KEY NOTES: FINISH LEGEND. CHALK). • HIS BUILDING FACADE PLANPLANS ISREQ FOR IRE CONCEPTUALREVIEWAND PURPOSESAPPROVAL ONLY.OFTHE ALL �A2.10� SIGNAGE W/PLYWOOD BACKER M1 MANUFACTURED STONE (OZARCK ) BUILDING INSPECTION DEPARTMENT. ■ (A2.20) CHAINLINK FENCING, HEIGHT NOTED BESIDE KEYNOTE P5 CALIBER BEIGE • ALL MECHANICAL UNITS SHALL BE SCREENED FROM PUBLIC 14 CROSS ARCHITECTS 1 2J rJ W. 1 STH S T. SUITE-125 (A2.30) CAST STONE SILL/WATER TABLE P6 CALIBER BLACK • WHEN PERMITTED EXPOSED UTILITY BOXES AND CONDUITS SHALL BE CrossP LAN O, TEXAS 755075 (A2.40) MANUFACTURED STONE VENEER PAINTED TO MATCH THE BUILDING al p7 SAND PEBBLE , 9 8 CALIBER FAX: 972.312.8666 • ALL SIGNAGE AREAS AND LOCATIONS ARE SUBJECT TO APPROVAL BY THE 4i.6 I cow 1 sf ARCHITECTS A2.50 GALVANIZED METAL GUTTER PAINTED x1 1 ___.� 14,281 sf � brumsey@crossarchitects.com BUILDING INSPECTION DEPARTMENT. -, � r 1 cu ,� 1 Ill ■ (A2.60) STUCCO =� 9 >Ji 'it n 6 � �f ���� �I ' CALIBER COLLISION NORTH ELEVATION MATERIAL CALCULATIONS SOUTH ELEVATION MATERIAL CALCULATIONS o-c" 1 P =__e_1, ' (A2.70) ROOF LINE BEYOND '"� d o - - ,,' opix MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL 'F "`\ ` �t (A2.80) THROUGH WALL SCUPPER FACADE FACE = 1,950 S.F. 100% FACADE FACE = 1,388 S.F. 100% -' ,,t.11- �_ i` _ { ~ iF ////�� NE QUADRANT OF BRICK =627 S.F. 32.2/o BRICK =0 S.F. 0.00/o � ■ A2.90 METAL DOWNSPOUT PAINTED STONE =923 S.F. 47.3% STONE =283 S.F. 20.4% _ __ a w j _ _4; INI1I� a1' n( STUCCO =0 SF. 000% STUCCO =935 SF. 674% I-dOJ w� 1�' 1 ^M z. WESTGATE WAY & F. 1 V 1 . 544 (A2.100) SECTIONAL OVERHEAD DOOR GLAZING =400 S.F. 20.5% `-- - H y; +GLAZING =52 S.F. 3.7 % � a - DOORS =0 S.F. 0.00% DOORS = 118 S.F. 8.5 % I 1 ��II 0 • - .6,w I\ ` j, _.1 I-T 771 (A2.110) HOLLOW METAL DOOR AND FRAME ird o �\ __� SAL DEL RAY PROPERTIES, INC. (A2.120) PRE-FINISHED METAL BUILDING SIDING WEST ELEVATION MATERIAL CALCULATIONS EAST ELEVATION MATERIAL CALCULATIONS I _ I. ;LY ' I�_ _ _ -�---••'---' '' � VOLUME 1663, PAGE 451 D.R.C.C.T. CA2.130) CAST STONE CAP MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL MATERIAL SQ. FOOTAGE %OF BLDG MATERIAL FACADE FACE =2,967 S.F. 100% FACADE FACE =2,751 S.F. 100%CA2.140) BRICK SOLDIER COURSE BRICK =272 S.F. 9.2 % BRICK = 178 S.F. 6.5 % N LOT: i 1 BLOCK. STONE =603 S.F. 20.3% STONE =657 S.F. 23.9% CA2.150) BRICK VENEER STUCCO =544 S.F. 18.4% STUCCO =415 S.F. 15.1% r � FLOOR PLAN � SITE PLAN GLAZING =737 S.F- 24.8% GLAZING =600 S.F. 21.8% CITY OF WYLI E TEXAS CA2.160) PRE-FINISHED METAL BUILDING"R" PANEL ROOFING DOORS =811 S.F. 27.3% DOORS =901 S.F. 32.7% Z l \ / 1/32" = 1'-0" N.T.S. DRAWN DATE PROJECT NO. SCALE SHEET NO. 2 OF 3 SHL 03JULY13 13012 AS NOTED 5'-0" '' CLEAR OPENING '' v\ 4" HIGH CAST STONE . . MASONRY CAP ` • • INTEGRALLY COLORED 8"SPLIT FACE CMU 4" HIGH CAST STONE IL- . :. (SEALED BOTH SIDES WITH PRIME-A-PELL MASONRY CAP • 200 SERIES 660-MFR. CHEMPROBE OR CONC.WASH t:. :':• : .. INFINISEAL DB WATER-REPELLENT SEALER (SMOOTH DOME TYPE) INTEGRALLY COLORED 8"SPLIT "' • • "• : -MFR.: W.R. GRACE &CO.). ALL SEALERS FACE CMU (SEALED BOTH SIDES SHALL BE INSTALLED PER MANUFACTURES 36"TALL X 6" DIA. STEEL PIPE WITH PRIME-A-PEEL 200 SERIES ; SPECIFICATIONS.) 660-MFR: CHEMPROBE OR • •• • . FILLED W/CONC. INFINISEAL DB •• ,• • • _ :. (PAINT TRAFFIC YELLOW) WATER-REPELLENT SEALER- . :• 36"TALL X 6" DIA. STEEL MFR.: W.R. GRACE&CO.).ALL .. `�' '. PIPE BOLLARD FILLED .—. SEALERS SHALL BE INSTALLED .� ' , . • PER MANUFACTURES ..... SOLID W/CONCRETE CONSTRUCTION JOINT SPECIFICATIONS.) ' (REF. TO CIVIL) : l : CONCRETE PAVING FULLY GROUTED MASONRY W/ • .. 4 1I �`:• •1:: ' (REF. TO CIVIL) O HORZ. REINFORCING SLOPE • "' • ."�' • co (REF. TO CIVIL) \ _ �: : . .. • : •- .. •n° d .. a a a A .., a a. a .a �'I , ° ` °I HI 111 1 III 1 1 1 III HI III III III 1 1 1 1 1 .—. III I III I .. I I II I I III III I I I 1 III I a I I CONCRETE CURB 4 . 1 IH II III III I (REF. TO CIVIL.) I \\I\ . 5'ADA SIDEWALK(REFER , TO SITE PLAN) 1 III I CONCRETE FOOTING N d II••°. 4• a •.M• a. ,a . 1 � l CONSTRUCTION JOINT Li (REF. TO STRUCT.) EXISTING SLAB (EXCEPT (REF. TO CIVIL) _18 DIA. X3'-0" DEEP CONC. PIER SLOPE FOR FRONT DUMPSTER) .a..a W/#4 BARS VERT. &#3 TIES @ 8" O.C. (REF. TO CIVIL) DUMPSTER PLAN (STANDARD) 2 o #4 X 12" LONG RE-BAR WELDED \ 1/2° = 1 1-0" TO PIPE (4 REQ'D) 13'-38" 4°. I / / 1 5„ / 5�8/ CONCRETE FOOTING 7 ( 8 FIELD VERIFY WITH EXISTING PAD 78 1 (REF. TO STRUCT.) / / SPLIT-FACE C.M.U. (-- SECTION @ BOLLARD WALL SECTION WALL (SEALED) GROUT BLOCK CELLS FULL • 3/4 = -� 3/4" = -� • (TYP.) ' = �.` �i_...il...4s�i_.. il...4s!....i!...4s!....i�i_...4s!..._.il...4s!....i!...4s!.._..i!...4s!....i!...4s!..ri!...Os.1....il...4_..�e�., - err_.•.. o •, �� 2/o SLOPE IN a , �loo 'i O • 2 '� — — — 1 BOTH • '- - `ern i : DIRECTIONS 4C I _ "' @CLEAR 6" DIA. STEEL PIPE POST FLOOR (FILL WITH CONCRETE) \ ), — 6 ® SPACE 4" HIGH CAST STONE - �\ �•- y _ _ 4; MASONRY CAP i ; 7W 4*-4 \ 1 GATE STRAP HINGE, WELDED TO E INTEGRALLY COLORED 8"SPLIT FACE CMU - ...7...I, EQUAL /\\ 6-22 /'/ EQUAL / \ GATE FRAME (SEALED BOTH SIDES WITH PRIME-A-PELL 200 SERIES 660-MFR: CHEMPROBE OR Q °� \ ' \ INFINISEAL DB WATER-REPELLENT SEALER .. \\ /' z \ /\ STEEL CHANNEL ENDCAP -MFR.: W.R. GRACE &CO.).ALL SEALERS ;•' \ / / z �.• CEDAR PICKETS SHALL BE INSTALLED PER MANUFACTURES 4 �� X 4® \ / Y o a TS 2"x2"x1/4" GA STAINED AND SEALED SPECIFICATIONS.) • M w �; \ TRASH / `�' �O©� A1-2 ��® 2'-6" DUMPS R 2'-6" / w /I A1,2 FRAME (PRIME AND 2 x1/8 x12-6 5/8"X-BRACING _ PAINT) 36'TALL X6' DIA. STEEL l MIN. SIZE TO BE \RMINED BY MIN. U/ 1 Co § 11 BOLLARD FILLED W/CONCRETE • ;• MANAGEMENT ANp WASTE w i MANAGEMENT COMPANY \ 8ui SECTION @ GATE f MI ADA 5' ;;;.4----- -- U / \ U SIDEWALK I SLOPE ru / \ ,dig (REFER TO SITE I T i I I (REF. TO CIVIL) ® S/,A1 2 PLAN) :Iiwir , `-'• ( ) ,w.• I •t r... TYP. 4" HIGH CAST STONE • = '++; :.a r �_ • MASONRY CAP .L, -. > :, 1 j '.• ADA 5' SIDEWALK ••� Or �' �� CONC.WASH (SMOOTH DOME CONCRETE CURB t .. .' i . _ — TYPE)TYP. (REF. TO CIVIL.) 'y' �. '=� ?Y f �. . r (REFER TO SITE PLAN) \ \ ' + 6" DIA. STEEL PIPE POST `* "l•.1; :C ;; ;`'' C : ,' CONSTRUCTION JOINT I :S�d`_�?.• • _' .1 REF. TO CIVIL (BEYOND) CONCRETE FOOTING -'• .5?;� • ' t ( ) KI>: `ti CEDAR PICKET (REF. TO STRUCT.) •-''':':-' :• '• • _ , , ,• _ • _- -, GATE WITH GATE - - § • �. - . -2' , `. WHEEL "s ' 8 CEDAR PICKETS _ ; ;.� • '! r .. (STAINED AND SEALED) {., r A1.2 4" HIGH CAST STONE Ak _ IL__1,__ -, /,, ,i,_ /__,___ 1 1 1 __ II _ Lyn MASONRY CAP TS 2"x2"x1/4"GATE I = 1 -- --j , -- ' A1,2 FRAME I I ' r I I . ' 1 ,l , , I I �i I I , 1 1'' r �l' INTEGRALLY COLORED 8"SPLIT FACE SINGLE DUMPSTER PLAN (ADA)— NOTE: ' .I j : I II ! i 1 ' ' PRIME AND PAINT OR POWDER COAT ALL , # 1 r: ' r I i 00 cfl I ! PRIME-A-PEEL 200 SERIES 660-MFR: 1 „ �� EXPOSED METAL ON THE DUMPSTER 1 I I, I I' J I ti 1 1/2 STEEL PIVOTING ENCLOSURE GATES. 'I f I_ I l I CHEMPROBE OR INFINISEAL DB 1/2 = 1 -0 I I i I /' 1'i I I/ # i O WATER-REPELLENT SEALER-MFR.:W.R. - FLUSH BOLTS I I - 111, , I I I� I ! I1; GRACE &CO.). ALL SEALERS SHALL BE fl , I ,„ 1I , t i j I INSTALLED PER MANUFACTURES REFERENCE CIVIL FOR I i r ; r 1 . I �', ! II I SPECIFICATIONS.) CROSS ARCHITECTS QUANITY AND LOCATION t I' rl ! I 1 l ' III j I }'I CMU WALL q Ir 1 j rp�! 1 , Ili y III , i I I, \ 1 1255 W. 15TH ST. SUITE-125 Co C i i , II1 1 , (BEYOND) PROVIDE 4" DEEP SLEEVES IN CONC. j ' ,\.t '' I I ;' l' / i I PLAN 0 TEXAS 75075 i ; , , Ii PH: 972.398.6644 Cross PAVEMENT, TO BE COMPATIBLE WITH SIZE 1 , ; J i r' Ir I� OF CANE BOLTS AT LOCATIONS TO BE f 1 '' /100,, Hi) 1' I 1 � I1.,.... I I l ' 1 : rI iFAX: 972.312.8666 IIli I TS 2 x2 FRAME brumse @crossarchitects.com _ CONCRETE FOOTING FIELD VERIFIED TO ENABLE GATES TO BE — I I I ( ® 1 ,' I III' • I II AR HITE TS SECURELY HELD IN AN OPEN POSITION. r 1 1 I IJ I b p 6"STEEL PIPEy� (REF. TO STRUCT.) ,_ I I ,' 1 I I ' I, I I1 i I 1 , ' d' I I il I ; ICI 1I I i l' 1 I, 11 ! ! I p.il I CEDAR PICKETS ,, a ' rp� �I L , 1 I L { _ .1�t ,_ _ r -I ( ) CALIBER COLLISION i I I � ,r li STAINED AND SEALED,�— I - __! `'1 f 1 L— _ MI- L: ' C-''+ I`. 1 1/2"Q1 STEEL PIVOTING FLUSH BOLTS z _ = 1 F\i E QUAD RANT OF I ' - CONCRETE CURB -. et . , .;: + ,('4 (REF. TO CIVIL.) WESTGATE WAY & F. M . 544 CONSTRUCTION JOINT ``�' ti, ? (REF. TO CIVIL) _ ,‘4:i't � . 'c''. , ', ==�' -�`�''' '� , ^' I CONCRETE FOOTING "''s SAL DEL RAY PROPERTIES, INC. :,1:: r.t• "� i.,,,;. •. � (REF. TO STRUCT.) CONCRETE FOOTING FOR POLE _� `t `s' , `t:: : (REF. TO STRUCT.) •�, z• •• : VOLUME 1663 PAGE 451 D.R.C.C.T. y ;' r SECTION @ GATE • LOT: 1 BLOCK: 2 3 / CITY OF WYLIE, TEXAS / /2,� = 1 -0�� DRAWN DATE PROJECT NO. SCALE SHEET NO. 3 Of 3 SHL 03JULY13 13012 AS NOTED y 7 1 4 6 �- 324 5 �i . 37 38 39 40 I 326 G cob g°% b161, e°° I 323 7 \ `- �f 2�10 Tr 7 . . _ . -7 ..::.:........:..... :..:.... . .... ..... .... I . I I Cb : I I • gI ® ® . „,....,„ „„.:-.,. -.,(7,71iiliNr4FIC1344.71. igEng.:N.0::::': . W I :National B, Lot�_ 7 I f FM 544 I ,,,°, / ,. ,.pti N- 1 „, • ® Taco Bell Lot 1 2A 4A 4B 801 Albertson's Westgate Fuel Center i Center Addn 1 OWNER NOTIFICATION MAP ZONING CASE #2013-04