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06-04-2019 (Planning & Zoning) Agenda Packet Planning Commission ('A; o - -,...._ ?Alt 1,--Air tle 7 t +. f ir / _____:... /, .....7.-. \r 1\ss,,,., . y � RAILWAY am �k G4 . �rd Fada �e�. 4F 0 �0, 4 VA sz rE OFJ . 14 June 4, 2 ° Regular Business meeting Planning & Zoning Commission CITY OF NOTICE OF MEETING Regular Meeting Agenda June 4, 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: www.wvlietexas.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. Commissioners 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 May 21, 2019, Regular Meeting. June 4,2019 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 City Council 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 permitted 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. Sec.551.071. CONSULTATION WITH ATTORNEY; CLOSED MEETING. A governmental body may not conduct a private consultation with its attorney except: 1. when the governmental body seeks the advice of its attorney about: a. Pending or contemplated litigation; or b. A settlement offer,or 2. on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter. • Development Regulations REGULAR AGENDA 1. Consider and act upon a recommendation to the City Council for Preliminary Plat for Brookside Addition,being within the ETJ. The property is located 2121 E Stone Road. 2. Consider, and act upon, a Site Plan for a restaurant shell building, on Lot 1, Block A of Seventy8 & Westgate Addition on 12.1268 acres. Property generally located at the northwest corner of State highway 78 and Westgate Way. (960 S Westgate Way). 3. Consider, and act upon, a recommendation to the City Council regarding a Final Plat for Birmingham Place Phase 5 Lots 1 and 2, Block A to establish two commercial lots on 5.251 acres located on the northeast corner of Park Blvd and FM 1378. 4. Consider, and act upon, a Site Plan for Goddard School, on Lot 2, Block A of Birmingham Place Phase 5 on 1.382 acres. Property located on the northeast corner of Park Blvd and FM 1378. ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on May 31, 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.wvlietexas.gov. Stephanie Storm,City Secretary Date Notice Removed Planning & Zoning Commission Minutes Regular Meeting May 21, 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 6:05PM. Commissioners present: Chair Ron Smith, Vice Chair Randy Owens, Commissioner Bryan Rogers, Commissioner Cory Plunk, Commissioner Mike McCrossin and Commissioner Charla Riner. Commissioner absent: Commissioner Brad Emerson. Staff present: Mr. Jasen Haskins, Planning Manager, Mr. Kevin Molina, Senior Planner, and Ms. Mary Bradley,Administrative Assistant. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner McCrossin gave the invocation and Vice Chair Owens 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 Jill 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 May 7,2019,Regular Meeting. Commission Action A motion was made by Commissioner McCrossin, seconded by Commissioner Rogers, to approve the Minutes from May 7, 2019 meeting, as presented. A vote was taken and the motion carried 5—0— 1, with Commissioner Plunk abstaining. REGULAR AGENDA PUBLIC HEARING Minutes May 21,2019 Planning&Zoning Page 1 1. Hold a Public Hearing to consider, and act upon, a recommendation to the City Council to amend Planned Development 2017-11, Section 5.5.f to set forth 20' front yard setbacks on lots 5-19, 39 and 40 of Block K of Woodbridge Phase 21, generally located southeast of the intersection of McCreary Road and Hensley Lane. ZC2019- 07 Staff Comments Mr. Molina stated that the applicant is requesting to amend Planned Development Ordinance 2017-11 to allow for 20 feet front yard setback on 17 lots from 25 feet to 20 feet, lots 5— 19, 39 and 40 of Block K, located on Stillwater and Concord Drive of Woodbridge Phase 21 Addition. The applicant has requested the setback amendment due to a revision that was made to the exterior lot line on the southern border of the planned development. This change the lot depth from 120 feet to 114 feet. The applicant is requesting the amendment to allow flexibility to the builders for larger rear yards on the subject lots. However, this will not effect lots with side entry garages, as the ordinance allows for a 15 feet front yard setback in those cases. Twenty-nine comment forms were mailed with one response returned in favor and no responses returned in opposition of the request. Board Discussion Mr. Jay Volk, Jay Volk Consulting, 830 Central Parkway, Suite 300, Plano, representative for the applicant, gave a presentation to the Commissioners. Mr. Volk stated that the 17 lots will meet all the other setbacks set forth within the planned development. The benefits for the amendment will allow larger back yards and save the existing tree line along the rear of the property. The amendment to the setback will also provide minimum partial obstruction to the sidewalk when vehicles are stacked in the front-entry driveways, in lieu of potentially complete obstruction with a 25 feet setback. Public Comments Chair Smith opened the public hearing. With no one approaching the Commissioners, Chair Smith closed the public hearing. Commissioners Action A motion was made by Commissioner Rogers, seconded by Commissioner McCrossin, to recommend approval to the City Council to amend Planned Development 2017-11, Section 5.5.f to set forth 20 foot front yard setbacks on lots 5 through 19 and lots 39 and 40 of Block K within Woodbridge Phase 21 Addition, generally located southeast of the intersection of McCreary Road and Hensley Lane. ZC 2019- 07. A vote was taken and passed 6—0. 2. Hold a Public Hearing to consider, and act upon, a recommendation to the City Council regarding rezoning a lot from Agricultural (AG/30) to Commercial Corridor, property located at 2455 Country Club Road (Tract 2 William Patterson Survey). ZC 2019-08. Staff Comments Mr. Haskins stated that the applicant is requesting to rezone a 0.9 property located at 2455 Country Club Road from Agricultural/30 to Commercial Corridor. The property is bordered by Agricultural zoning to Minutes May 21,2019 Planning&Zoning Page 2 the south and west, Commercial Corridor to the north, and the commercial properties to the east reside outside the city limits. The purpose of the request, the applicant has provided a concept plan with indication of medical office use,but the requested Commercial Corridor zoning will not limit the property to that use. Three public notifications were mailed,with no responses in favor or in opposition of the request. Commissioners Comments Mr.Preston Whisenant,4417 Colgate, Dallas,representative for the applicant, stated that a medical office may be built, at this time,no definite use is determined. Public Comments Chair Smith opened the public hearing. Mr. Terry Haynes, 5430 Glenlakes Drive,Dallas represented John Monroe, adjacent property owner located at 2301 FM 1378, spoke in favor of the request. Chair Smith closed the public hearing. Commissioners Action A motion was made by Commissioner Rogers, seconded by Commissioner McCrossin, to recommend approval to the City Council regarding a change of zoning from Agricultural (AG/30) to Commercial Corridor,property located at 2505 Country Club Road, Tract 6 of William Patterson Survey. ZC 2019-08. A vote was taken and carried 6—0. Ms. Bradley stated that a meeting will be on June 4, 2019, and possibly an Impact Fee Advisory Board Meeting following the P&Z Meeting. ADJOURNMENT A motion was made by Commissioner Riner, and seconded by Vice Chair Owens, to adjourn the meeting. A vote was taken and carried 6 - 0. Ron Smith,Chair ATTEST: Mary Bradley,Administrative Assistant Minutes May 21,2019 Planning&Zoning Page 3 Planning & Zoning F Commission AGENDA REPORT Meeting Date: June 4, 2019 Item Number: 1 Department: Planning Prepared By: Jasen Haskins Subdivision: Brookside Estates Addition Date Prepared: May 28, 2019 Zoning District: Extraterritorial Jurisdiction Exhibits: Preliminary Plat Subject Consider, and act upon, a recommendation to the City Council regarding a Preliminary Plat for Brookside Estates Addition to establish 68 residential and 11 open space lots on 14.599 acres within Wylie's ETJ, located at 2121 Stone Road approximately 1800' east of Kreymer Lane. Recommendation Motion to recommend to the City Council regarding a Preliminary Plat for Brookside Estates Addition to establish 68 residential and 11 open space lots on 14.599 acres within. Wylie's ETJ, located at 2121 Stone Road approximately 1800' east of Kreymer Lane. Discussion OWNER: John Englar and Yanyu Duan APPLICANT: Trey Wallette for Skorburg Company The applicant is proposing a 14.599 acre residential development consisting of 68 residential lots and 11 open space lots. The property is in the City's ETJ in Collin County. As such, the City's Subdivision Regulations apply along with the City's engineering standards, such as street design, due to an inter-local agreement with Collin County. The Zoning Ordinance does not apply in this subdivision. The proposed residential lots and layout generally meet the requirements of the Subdivision Regulations. However, the plat currently displays the building line setback at 15'. The Subdivision Regulations require 50' setbacks for residential lots in the ETJ. Water would be served by East Fork SUD. Sewer would be served by the City of Wylie due to the property being within. Wylie's sewer CCN (Certificate of Convenience and Necessity). The plat dedicates right of way for a future expansion of Stone Road. The plat is technically correct except for the building line setback. Action is required as state law requires such within 30 days and the applicant has not waived that requirement. Approval is subject to additions and alterations as required by City Development Services, the City Engineering Department, and Collin County Development Services. Council consideration on June 25, 2019 Approved By Initial Date Department Director JH May 29, 2019 Page 1 of 1 PLACE OF GUY L. CATES AND WIFE ELAINE CATES I '` / GENERAL NOTES: ZONED: A/30 ' BEGINNING INSTRUMENT NUMBER SANITARY SEWER EASEMENT ZONED: PD 94-4§° 1. The tract shown herein and described above was not abstracted by the surveyor. Additional easements or other encumbrances, whether of record or i,i FOUND 1/2"IRON OD (AGRICULTURAL) VOLUME 4837,PAGE 162 20070627000881390 not may affect the subject tract. z N: 7055763.8 0 ' LOT 1X D.R.C.C.T. 0.P.R.C.C.T. o LOT 23 CITY OF WYLIE E: 2579681.E DRAINAGE / 2.According to surveyor's interpretation of information shown on the National Flood Insurance Program (NFIP)"Flood Insurance Rate ce - - CITY OF WYLIE S88° 59' 41"E 744.6T EASEMENT COLLIN COUNTY . Map"(FIRM), Community Panel No. 48085C0420J,dated June 2, 2009.The property appears to lie within Zone"X"and the entire property lies within W d o 0 o COLLIN COUNTY20' ALLEY S88° 59'43"E 465.00' FOUND 40D jVAIL BEARS a"Areas determined to be outside the 0.2%annual chance floodplain"zone as defined by the U.S. Department of Housing and Urban SOO°A 40'32'W 0.79' Lu J z o z to ��iir:.10, N ' L13 L54 ,co 465.00' , L10Development, Federal Insurance Administration, or the Federal Emergency Management Agency. ce SITE RAY HUBBARD u, �4�30.00' �40.00' 40.00' 40.00' �40.00' 40.00' 40.00' 40.00' ' 40.00` 40.00' 40.00'� L=91.11' o L60 zs zs o - 3. The above referenced "FIRM" map is for use in administering the"NFIP"; it does not necessarily show all areas subject to flooding, particularly from z °' N88° 5 ' 41"W o o �SLOT 1 0 / local sources of small size, which could be flooded by severe, concentrated rainfall coupled with inadequate local drainage systems. There may be other �,mIm w ,,, S89° 20' 57"E I streams, creeks, low areas, drainage systems or other surface or subsurface conditions existing on or near the subject property which are not studied or aBLOCK D I „ - N S89° 00' 16"E 110.00' "' -- a 10.0310'UTILITY EASEMENT addressed as a part of the"NFIP". STONE° O iY w i LOT �,LOT o LOT o LOT o LOT o M N ;� ;� M LOT b INSTRUMENT NUMBER 2017-760 z w m STEPHEN 3 0 0 o J Ln LOT LOT o LOT o LOT o LOT o 1 O I P.R.C.C.T. 4.All found monuments shown hereon are deemed to be controlling monuments. 0' o LOT 2 0 •` • 12 0 11 � 10 9 8 ,"' 7 r" 6 9 5 4 a 3 ,-9 2 0 I FOUND 1/2 IRON ROD tZl� O O ao mI Ln Z ,--1 :11 3 co Z .°' �� _ g y i (CORS), ( ) m1 L-62.17 I 20'UTILITY EASEMENT RAY HUBBARD WAY 5.All coordinates and bearings shown herein are Texas State Plane Coordinate System, NAD83 Texas North Central Zone 4202 All distances N. LL 0 . t° 110.00' L=33.82 w INSTRUMENT NUMBER 2017 760 50' RIGHT-OF-WAY shown herein are surface distances. o 0 I 10' U.E. L=25.40 N00° 39' 03"E uu / of I_ \ P.R.C.C.T. INSTRUMENT NUMBER 2017-760 >- \� 15' B L. _ 0 6. SOURCE BENCHMARK: City of Wylie Monument No. 5, located at the Northeast intersection of Troy Road and County Road 732(Beaver Creek). o ti� 6.0° 70.27 ,� P.R.C.C.T. cc m 1 F--0 00 l�\_ --- - 1.93 'L�'' I, - - �_ Elevation =454.28' LAKE �o LOT 3 c >30.00' 40.00' 40.00' �40.00' 40.00' r 40.00'� 40.00'�40.00' �40.00' �9.58' L94 gl•g5'10' 10 110.00' L95 � ��Y z _ 77-- 7. Notice: Selling a portion of any lot in this addition by metes and bounds is a violation of state law and City Ordinance and is subject to penalties N' 1 � <LOT 1X--;- imposed by law. li �I I L11 rN RYDER ROAD 30' SANITARY SEWER EASEMENT 89 102.77 0 / o m oo w �Cr, SO' RIGHT-OF-WAY ,,10�. HUBBARD LOT 4 o Q N (SEE NOTE 10) S89° 00 16 E 450.00 L5-� Ck511 ( 8. All lot lines ore radial or perpendicular to the street unless otherwise noted by bearing. I d En - l z U LOT 24 LOT 26 110.00' "' ---'- ' O I 9.The Home Owner's Association will maintain all Open Space Lots and Detention Area Lots.All such non-developable lots are labeled as"X" lots. LOT 25 I BLOCK P GRAYHAWK PARK Ln VICINITY MAP 10' U.E.----) w w A30.00' 40.00' 40.00'J 40.00' 4_ 40.00' 40.00' J 40.00' 40.00' I, 40.00' 30.00'�j z N I 10. Sanitary Sewer Easements in Streets are centered on the pipe as installed. SCALE: 1" = 2000' o o w O - -11 - T -r COLLIN COUNTY TEXAS co o z �o INSTRUMENT NUMBER 2017 760 LOT 5 / 15' B.L. d - w 0 U.E 25 p ZONED: PD 2015 29 P.R.C.C.T. 11. Visibility Triangles: No fence,wall,screen, billboard, sign,structure, or foliage of hedges,trees, bushes,or shrubs shall be erected, planted or I 71. 110.00' v m i o OPEN maintained in any alley right-of-way. Foliage or hedges,trees, bushes, and shrubs planted adjacent to the alleys right-of-way which are not governed by BLOCK E z '^ „�•`' 6' I M I I SPACE the visibility triangles or by Zoning Ordinance of the City,shall be maintained such that the minimum overhang or encroachment shall be 14-feet above o I o `' o -, the alley surface at the edge of the pavement. LOT 6 0 LOT LOT LOT LOT` LOT LOT LOT W ;- BLOCK C _I/ CITY OF WYLIE d- d- o ,- Q; LOT LOT LOT o I c6 I 296.19' COLLIN COUNTY \_ 110.00' I M10 5 M - - - - - - c. 9 8 7 6 4 3 2 1 T I �, �, i L97 Curve Table Line Table • LOT 7 o BLACK F o co o_ 10' U.E. Chord I o v) M.��.m._. z ° Curve# LengthRadius Delta Chord Direction Cod Length Line # Length Direction L6 -. , 110.00' ,- I S88° o S89 18 23 E 107.31 o° 59 41 E o L=8.96' ��"" C3 75.2T 47,99' 89°51'49" S43° 56' 03"E 67J9' co u, I69 I L71-4 N 3 �20' ALLEY��, °. L1 446.86' S88° 59' 41"E N o o 30.00 40.00' 40 00 40.00' 40.00 40.00 40.00' 40.00' ` .J' " i° oo LOT 8 0 40,00 28.0E U l ( C4 75.41 48.00 90 00 35 S46 00 02 W 67,89 „ w d d = 0 20' ALLEY Ll , 49.10' L3 83.5E S89° 18' 23"E �r 110.00' d- dv o` / U / ' LOT 18X CSC OPEN °„"" C7 5.50' 3.50' 90°00'00" N46° 09' 16"E 4.95' a� SPACE rJ ry , U / U,'N89° 18' 23"W 97.23'V ""° o ' S43° 4.95' a. 4>30.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 40 00' 64.49' C8 5.50' 3.50' 90 00 00 50'44 E L5 9.90' S45° 59' 44"W o �_ o IO FRANK SOLLA AND WIFE, o 0o LOT 9 �� o -N88° 55' 41"W o °` �L72 LOT 17 N " L6 559.94' SO° 59' 44"W JULIA SOLLA oo 'c, z 6 I U "� C9 5.50 3.50 90 00 00 S46 09 16 W 4.95 rn o 0 VOLUME 5135, PAGE 3349 z 110.00' 11? m• JOHN ENGLAR_81 YANYU DUAN �� 108.44' N // o in o INSTRJMENT NU V1BER 201212300016E 4250w�"" I C10 5.50' 3.50' 90°00'00" N43° 50'44"W 4.95' 0.P.R.C.C.T. LOT 19XL 7.10' "' L10 124.6T N88° 59' 31"W I o' rn o O.P.R.C.C.T o o o LOT 11 o LOT 10 �� LOT LOT LOT �^ M -,-('0! r m� LOT 16 0 ( C11 40 73 299.38 7 47 41 S5 01 59"W 40 70 L12 5.00' S88° 50' 44"E Imo o o LOT o LOT LOT LOTLOT OPE�J co �' I 110.00' CHAD MEREDITH PACKARD AND C13 4.71' 3.00' 90°00'00" S54° 3T 48"W 4.24' 10.00 S89° 00' 16"E 110.00'1 I o i 11 12 13 ? 14 �; 15 �; 16 a- 17 7,t• 1$ SPAT /U w o L13 61.99' N88° 59' 41"W DRAINAGE EASEMENT o T" '> ' Up oI DRAINAGE ;oo BETHANY LYNNPACKARD LOT 15X ° „ o BLOCCK F I N >- AL EASEMENT INSTRUMENT NUMBER C14 4.71 3.00 90 00 00 N35° 22 12"W 4.24 L17 126.13' S1° 09' 16"W J o N89° 00' 16"W 110.00' I o ,y a. o "al I U Q 11 19931029000937920 0.00oS5° a LOT 12 Ln O.P.R.C.C.T. I C16 42,01 284.00' 8 28 32 23' 32 W 41,97 L18 5.00' N88° 50' 44"W /V1'„ o � g 1O V� 10' U.E. 020.20' �' �l LOT 14 10 ° N46° \' c� S89° 00' 16"E 110.00' i.o 46�_ 15' B.L. �� L73 z �' C17 5.50 3.50 90 00 00 09 16"E 4.95 L19 126.13' N1° 09' 16"E \ W 40.00' 40.00� 40.00' 40.00' �40.00' 40.00' -' 40.00' r L33 I. C18 5.50 3.50 90 0000 S43° 50 44 E 4.95 J �\ 0 m O L o W >- L20 148.02' S9° 37' 48"W o LOT 13 0 1 ¢ ;,r, -f I 1 ¢ = I N89° 18' 23"W 110.00' d V 'S N DERRINGER DRIVE 30' SANITARY SEWER EASEMENT I �`"I '-' j 22 No' m LOT 13 o C23 82.14' 275.00' 17°06'46" N13° 32' 22"E 81.83' - 110.00 (/) 0 'N 50' RIGHT-OF-WAY (SEE NOTE 10)S88° •1 d `V oS44° L22 6.00 N80° 22' 12"W y (- 52 03 E 22.54 I I in Nt �' C31 75.38 48.00 89 58 53 18 57 E 67,87 ." 20 00 o z = r- NI L85 '4 ,-� 110.00 J C34 C33 Q C32 36.73' 235.00' 8°57'16" N5°09' 10"E 36.69' L24 144.77' N9° 37' 48"E a :\ o LOT 14 ,,30.71_ 40�0(_ 40.00' 40.00' 40.00' 40.00' l 40.00' 0 00' 126.9T� o' o r� \ \ .1- icy-- 10' 110.00' U) -- 1 ----i`'- LOT 9X -I LOT 12 C33 4.71' 3.00' 90°00'00" S44° 19' 28"E 4.24' L25 121.20' N1° 09' 16"E W �/ 0 15' B.L. 10 U.E. �„ N Ni 0 0 > m 06 o ( 71- - .'oi°o "I 110.00' o I C34 4.71' 3.00' 90°00 00 N45°40' 32 E 4.24 n n 4.24' L31 14.14' S45° 59' 44"W o o �� ' -' J o LOT 15 o - S89° 00' 16"E`110.00' M w o 0 o LOT o LOT o o C35 - ai 'oo I C35 35.79' 229.00' 8°57'16" N5°09' 10"E 35.75' "o o LOT - LOT o LOT o I I LOT 11 L33 35.04 S88° 52' 03"E LOT o LOT o w ( • C36 8 0 7 3 2 LOT I o ..-I-L=22.80' o " S5° , ,� ,� 6 ,� 5 4 / 1.�n OPEf� � C36 37,6E 241.00 8 571E 09' 10 W 37,63 L35 14.13' S46° 03' 51"W 14.84 0 ° BLOCK'G o SPAC I M 2 I LOT 10 M C37 4.21' 3.00' 80°22'12" S49°48' S4"W 3.8T o LOT 16 z °� c3 I L37 5.00 S88 50 44 E o I o V 0 L65 S88° 5 ' 03"E o z M L=20.18' o ° C38 5.22 3.00 99 37 48 N40° 11 06 W 4.58 0 25 256 -+ >°' L74 INS -:III o I R P H i C SCALE L38 121.20' N1° 09' 16"E Co) 62.10' 6 30.43' 40.00' 40.00' 40.00' 40.00' 40.00' 4{7.00' 40.00' L75 J Nf' 116.81' I C39 59.70' 38.00' 90°00'35" S46° 00' 02"W 53.74' FOUND 5/8"CAPPED o I , - 20' ALLEY j i C38 42,10 60 0 30 60 120 L39 121.00' S1° 09' 16"W IRON ROD STAMPED N --�_ o - - ... , _ n i o �� S43° �� "BOUNDARY SOLUTIONS" `� 249.40' ,a N 11,43 • C37 a, o J C42 59.59 38.00 89 50 52 55 42 E 53.67 10.00 N88° 52' 03"W 500.37' 24.69 / L82 o f LOT 9 0 /„ ° ° „ L44 98.07' SO° 59' 44"U1( 0 97,13' �� FOUND 3/8" i 14 d v / H _ _ C46 16.59 275.00 3 27 25 Sl i 40 06 W 16.59 374.40' 413.98 L22 C f S88° o IRON ROD C13 123.12' - - - ____- o 0 IN FEET L54 96.99 N88° 59' 41 W � 52' 03"E 511.11 ( C49 14.39 38.00 21 4142 N10 10 19 W 14.30 1 inch = 60 ft. I I LOT 2X / OI o `� LOT 8 o C50 45.27' 38.02' 68°13'03" S55° 11' 52"E 42.64' - L57 14.14' S44° 00' 16"E I BLOCK H I �� o OPEN SPACE I „,,,'11129.42' # C51 14.08' 275.00' 2°56'04" N8° 28' 21"E 14.08' L58 14.14' S46° 00' 02"W I I 172.46' I u' a,I/ BLOCK B o ( C52 22,95' 225.00' 5°50'41" N19° 10' 25"E 22,94' L60 14.14' N43° 59' 58"W I I ?-1 af LOT 7 0 SANITARY SEWER EASEMENT _ 1 VOLUME 4837,PAGE 162 L20 v- d''' 135 72' d- C53 59.67' 38.00' 89°57'53" N45°40' 33"E 53.72' L65 14.14' N45° 59' 44"E D.R.C.C.T. I II I / i C54 75.37' 47.98' 90°00'23" S45°41' 24"W 67.85' L66 14.16' S43° 56' 09"E I I " LOT 6 0 ° S44° I D o ° CHRISTOPHER D. POLLARD °' C55 75.40 48.00 90 00 00 00 16 E 67,88 " I / f 142.02' AND SPOUSE, I L67 14.1E S43° 56' 09 E I ; oS20° LOT ix LAURIE L. POLLARD (' C56 55.2E 80.00 39 34 40 47 05 W 54.17 L68 14.14' S46° 00' 02"W I I BLOCK H I / of I LOT 5 (TRACT II) / OPEN SPACE • n, oo VOLUME 3296, PAGE 223 0.P.R.C.C.T. / L69 14.14' S43° 59' 56"E - - C11 C16 �mul L-10.11 48.12 L70 14.14' N44° 00' 16"W o I L=26.87' LOT 4 0 L71 14.89' N49° 07' 51"E �' L39 • I I s in >- L25 13.20 1 9.90' NOTE: "Preliminary Plat for Review Purposes Only" L72 12.32' N37° 00' 30"W I' I I N 10' U.E. Q of o =. PRELIMINARY PLAT L73 14.61' N48° 03' 28"E I D /r w 2 gi LOT 3 WENDELL H. DANIEL AND ARYL McCULLOUGH AND WIFE, PEB E STREET PROPERTIES, LLC 0 O /150.23' - - /71- OF L74 15.08' S50° 03' 11"W NATALIE R. DANIEL RUBY DIAN McCULLOUGH // INSTRUMENT NUMBER _ csi_ VOLUME 5312, PAGE 5682 VOLUME 4595, PAGE 2255 / 20170510000598910 0 J(9 o J lo'b' - lo' BROOKSIDE ESTATES L75 19.74' N88° 52' 03"W O.PR.C.C.T. IO.P.R.C.C.T. O.P.R.C.C.T. ,1om LOT 2 0 -_, / z 00 '� S89° 18' 23"E 150.56' i L76 14.20' S45° 55' 27"W I I 124.70' ,' z� 14 acresof h c I oo L79 2 02�, .599 out the L77 620.54' SO° 40' 29"W .v., I M i o LOT 1 ��, C18 10292' Francisco De La Pina Survey, Abstract Number 688 L79 14.14 S43° 50' 44"E 18.83 I C17 20' ALLEY o-. Lh ' 16.33 Q Collin County, Texas L82 6.09 N90° 00' 00"W `----� L91 LEGEND I I C9 i- t L37 4) „ S89° 18' 23"E 161.07' L83 28.14' N9° 3T 48"E I rn C10 o CHRISTOPHER D. POLLARD AND SPOUS N NORTH I I I �-L18 LAURIE L. POLLARD 68 Residential Lots & 11 Open Space Lots S SOUTH L84 46.27' NO° 40' 32"E M VOLUME 3296,PAGE 223 E EAST °° LOT 1X �' 1 -- 12' 0.P.R.C.C.T. Prepared Date: December 2018 W WEST L85 6.00' S89° 19' 28"E BLOCK I 0, DEGREES ,°" OPEN SPACE N MINUTES/FEET L86 46.27' SO° 40' 32"W I °' 34 LOT 1X 6 I Revision Date. May 2019 " SECONDS/INCHES °"" I L19 -co 0.P.R.C.C.T. L87 27.12' S9° 37' 48"W I -. - - BLOCK A OFFICIAL PUBLIC RECORDS $°°""" I 133.13' ' - 12' SHEET 1 OF 2 �� DETEN�ION AREA / ENGINEER / SURVEYOR: OWNER/ DEVELOPER: COLLIN COUNTY, TEXAS L89 14.78' N48° 19' 43"E I BANNISTER ENGINEERING, LLC JOHN ENGLAR&YANYU DUAN D.R.C.C.T. 40' 40' `� 503 STONEHEDGE DRIVE " ' t S87° 35' 22"E 60.11' 240 NORTH MITCHELL DRIVE DEED RECORDS L91 153.00' N89° 18' 23"W i L12 1.w 15'WATER EASEMENT COLLIN COUNTY, TEXAS ° 15'WATER EASEMENT I MANSFIELD, TEXAS 76063 WYLIE TEXAS 75098 C8 S89° 37' 1 "E 112.15' VOLUME 4963,PAGE 353 ° VOLUME 4963,PAGE 343 �_ D.R.C.C.T. CONTACT: MICHAEL DAVIS, RPLS L92 20.78 S40 34 24 W D.R.C.C.T. I °. ;RIGHT-OF-WAY DEDICATION FOUND 5/8"CAPPED PHONE: 817-842-2094 P.R.C.C.T. FOUND 1/2"�„RON ROD FOUND 1/2°IRON ROD, FOUND 1/2"IRON ROD Ex.WL C7 __- IR N ROD STAMPED. .,°,...,. Ex..... Ex.WL Ex.WL Ex.WL _ __Ex. ,,...w."..., PLAT RECORDS L93 8.96' S77° 28' 53"W i - - - - - - O "BOUNDARY SOLUTIONS" "n Mike@bannistereng.com COLLIN COUNTY, TEXAS i, FOUND 3/8°IRON"RC)D N88° 52' 40 252.46` U.E. L94 7.03' N77° 28' 53"E ,0„, N: 7054555. °~ 26.33' 1111 BANNISTER UTILITY EASEMENT E: 2580159.6 �" o o BLOCK B n o o - - ° „° - - EFSUD U.E. L95 70.10' S40° 34' 24"W • COLLIN COUNTY BOZMAN FARM ESTATES - E. STON ROAD - COLLIN COUNTY EAST FORK SPECIAL o „ CITY OF WYLIE PHASE 4 - - - - w. _ tgIIIIINIII L96 16.04 N5 07 25 E FOUND 1/2' CAPPED ALSO KNOWN AS COUNTY„µROAD182 UTILITY DISTRICT L97 13.44 N41 13 27 W I RTHUR SURVEYING VARIABLE WIDTH RIGHT OF WAY CITY OF WYLIE a°°° ENGINEERING IRON ROD STAMPED INSTRUMENT NUMBER 2016-121 UTILITY EASEMENT o 0.P.R.C.C.T. VARIABLE WIDTH RIGHT O AY INSTRUMENT NUMBER 201E 121 B L O 1 0.P.R.C.C.T. °s,, BUILDING LINE ZONED: PD 2002-52 240 North Mitchell Road I Mansfield, TX 76063 1817.842.2094 1817.842.2095 fax LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 I LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 i TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090 >8-0 9 OWNERS DEDICATION: NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: WHEREAS JOHN ENGLAR &YANYU DUAN, are the sole owner(s) of a 14.599 acres (635,944 square feet) of land in the Francisco That JOHN ENGLAR &YANYU DUAN, acting herein by and through its duly authorized officers, does hereby adopt this plat designating the herein above described property as De La Pina Survey, Abstract Number 688, Collin County, Texas; said 14.599 acres (635,944 square feet) of land being all of that BROOKSIDE ESTATES, an addition to Collin County, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets, rights-of-way, and other public certain tract of land described in a General Warranty Deed to JOHN ENGLAR&YANYU DUAN (hereinafter referred to as ENGLAR improvements-shown thereon. The streets and alleys, if any, are dedicated for street purposes. The easements and public use areas, as shown, are dedicated, for the public use SURVEYOR'S CERTIFICATE tract), as recorded in Instrument Number 20131230001694250, Official Public Records, Collin County, Texas (O.P.R.C.C.T.); said forever, for the purposes indicated on this plat. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, except that landscape improvements may be placed in landscape easements, if approved by the City Council of the City of Wylie. In addition, utility easements KNOW ALL MEN BY THESE PRESENTS that I, Michael Dan Davis, do hereby certify that I prepared this Final Plat and the field 14.599 acres (635,944 square feet) of land being more particularly described, by metes and bounds, as follows: may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under BEGINNING at a one-half inch iron rod found for the Northwest corner of said ENGLAR tract, same being the Northeast corner of public utilities being subordinate to the public's and City of Wylie's use thereof. my personal supervision in accordance with the subdivision Regulations of the City of Wylie, Texas. that certain tract of land described in a Warranty Deed to Frank Solla and wife, Julia Solla (hereinafter referred to as Solla tract), as recorded in Volume 5135, Page 3349, O.P.R.C.C.T., same also being the South line of that certain tract of land described in a The City of Wylie and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths PRELIMINARY, Warranty Deed with Vendor's Lien to Guy L. Cates and wife, Elaine Cates (hereinafter referred to as Cates), as recorded in which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Wylie and public utility THIS DOCUMENT SHALL NOT BE Instrument Number 20070627000881390, O.P.R.C.C.T.; entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, RECORDED FOR ANY PURPOSE AND SHALL NOT BE - O F' � � T� maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. USED OR VIEWED OR RELIED UPON AS A FINAL ��.•'••v "�'••. THENCE South 88 degrees 59 minutes 41 seconds East with the common line between said ENGLAR tract and said Cates tract, a SURVEY DOCUMENT *.`v 04, ...* distance of 744.67 feet to the Northeast corner of said ENGLAR tract, same being the Southeast corner of said Cates tract, same This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Wylie, Texas. ��1CFial�'I �l I)a\ I:. also being the West line of Grayhawk Park (hereinafter referred to as Grayhawk Park), an addition to the City of Wylie, Collin Michael Dan Davis DATE: "� County, Texas, accordingto theplat recorded in Instrument Number 2017-760, Plat Records, Collin County, Texas (P.R.C.C.T.), MY HAND AT Texas, this the day of , 2019. �• lip„� 3:38 ty, ( ), Registered Professional Land Surveyor No. 4838 from which a 40D nail found bears South 00 degrees 40 minutes 32 seconds West, a distance of 0.79 feet; • i' , 0 •._ gBANNISTER ENGINEERING, LLC /) •• , JOHN ENGLAR &YANYU DUAN [ h��, T.B.P.L.S. REGISTRATION NO. 10193823 THENCE South 00 degrees 40 minutes 32 seconds West with the common line between said ENGLAR tract and said Grayhawk Park, pass at a distance of 246.54 feet, the Southwest corner of said Grayhawk Park, same being the Northwest corner of that THE STATE OF TEXAS certain tract of land described in a General Warranty Deed with Vendor's Lien in Favor of Third Party to Chad Meredith Packard and COUNTY OF COLLIN Bethany Lynn Packard (hereinafter referred to as Packard), as recorded in Instrument Number 19931029000937920, O.P.R.C.C.T., By: By: and continue with said course and the common line between said ENGLAR tract and said Packard tract, pass at a distance of JOHN ENGLAR YANYU DUAN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Michael Dan Davis, 681.77 feet, the Southwest corner of said Packard tract, same being the Northwest corner of that certain tract of land described in known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he a General Warranty Deed to Christopher D. Pollard and spouse, Laurie L. Pollard (hereinafter referred to as Pollard tract), as executed same for the recorded in Volume 3296, Page 223, O.P.R.C.C.T., and continue with said course and the common line between said ENGLAR tract and said Pollard tract for a total distance of 1200.07 feet to a five-eighths inch iron rod with plastic cap stamped "BOUNDARY purpose and consideration therein expressed and in the capacity therein stated. SOLUTIONS" found for the Southeast corner of said ENGLAR tract, same being the existing North right-of-way line of East Stone OWNER'S DEDICATION STATEMENT Road, also known as County Road 382 (variable width right-of-way); Given under my hand and seal of office, this day of , 2019. WATER LINE AND WATER LINE APPURTENANCES THENCE North 88 degrees 52 minutes 40 seconds West, departing the West line of said Pollard tract and with the common line between said ENGLAR tract and the existing North right-of-way line of said East Stone Road, a distance of 252.46 feet to a Now, Therefore Know All Men by these Presents: three-eighths inch iron rod found for the Southerly Southwest corner of said ENGLAR tract, same being the Southeast corner of that certain tract of land described in a Warranty Deed with Vendor's Lien to Pebble Street Properties, LLC (hereinafter referred to That, JOHN ENGLAR &YANYU DUAN, acting herein by and through its duly authorized officer, does hereby adopt this plat designated hereon as, BROOKSIDE ESTATES, an addition Notary Public in and for the State of Texas as Pebble Street Properties tract), as recorded in Instrument Number 20170510000598910, O.P.R.C.C.T.; to Collin County, Texas and does hereby dedicate all such water lines, valves, and water system appurtenances to the East Fork Special Utility District Executed this the day of , 2019. THENCE North 01 degree 09 minutes 16 seconds East, departing the existing North right-of-way line of said East Stone Road and with the common line between said ENGLAR tract and with said Pebble Street Properties tract, a distance of 522.63 feet to a STATE OF TEXAS three-eighths inch iron rod found for an inner-ell corner of said ENGLAR tract, same being the Northeast corner of said Pebble COUNTY OF COLLIN Street Properties tract; Before me, the undersigned , a Notary Public in and for said County and State, on this day personally appeared JOHN ENGLAR, known to me to be the person whose name is THENCE North 88 degrees 52 minutes 03 seconds West, continue with the common line between said ENGLAR tract and with said subscribed to the foregoing instrument and acknowledged to me that he executed some for the purpose and consideration therein expressed. Pebble Street Properties tract, pass at a distance of 249.40 feet, the Northwest corner of said Pebble Street Properties tract, same being the Northeast corner of that certain tract of land described in a Warranty Deed with Vendor's Lien to Daryl McCullough and Given under my hand and seal of office, this the day of , 2019. wife, Ruby Dian McCullough (hereinafter referred to as McCullough tract), as recorded in Volume 4595, Page 2255, O.P.R.C.C.T. and continue with said course and the common line between said ENGLAR tract and said McCullough tract, pass at a distance of 374.40 feet, the Northwest corner of said McCullough tract, same being the Northeast corner of that certain tract of land described in a General Warranty Deed to Wendell H. Daniel and Natalie R. Daniel (hereinafter referred to as Daniel tract), as recorded in Volume 5312, Page 5682, O.P.R.C.C.T. and continue with said course and the common line between said ENGLAR tract and said Daniel tract for a total distance of 500.37 feet to a five-eighths inch iron rod with plastic cap stamped "BOUNDARY SOLUTIONS" found for the Westerly Southwest corner of said ENGLAR tract, same being the Northwest corner of said Daniel tract, same also Notary Public in and for the State of Texas being the East line of the aforesaid Solla tract; My commission expires: THENCE North 00 degrees 59 minutes 44 seconds East with the common line between said ENGLAR tract and said Solla tract, a distance of 675.80 feet to the PLACE OF BEGINNING, containing a calculated area of 14.599 acres (635,944 square feet) of STATE OF TEXAS land. COUNTY OF COLLIN Before me, the undersigned , a Notary Public in and for said County and State, on this day personally appeared YANYU DUAN, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed some for the purpose and consideration therein expressed. Given under my hand and seal of office, this the day of , 2019. Notary Public in and for the State of Texas My commission expires: "Recommended for Approval" Chairman, Planning &Zoning Commission Date: City of Wylie, Texas NOTE: "Preliminary Plat for Review Purposes Only" Approved for Construction PRELIMINARY PLAT Mayor, City of Wylie, Texas Date: OF Accepted BROOKSIDE ESTATES 14.599 acres out of the Mayor, City of Wylie, Texas Date: Francisco De La Pina Survey, Abstract Number 688 "The undersigned, the City Secretary of the City of Wylie, Texas, hereby certifies that the foregoing final plat of the BROOKSIDE ESTATES, subdivision or addition to Collin County Collin County, Texas was submitted to the City Council on the day of , 2018 and the Council, by formal action, then and there accepted the dedication of streets, alley, parks, easement, public places, and water and sewer lines as shown and set forth in and upon said plat and said Council further authorized the Mayor to note the acceptance thereof Q'cx by signing his name as hereinabove subscribed. 68 Residential Lots 11 Open Space Lots Witness my hand this. day of , A.D., 2019. Prepared Date: December 2018 Revision Date: May 2019 SHEET 2 OF 2 City Secretary City of Wylie, Texas ENGINEER / SURVEYOR: OWNER / DEVELOPER: BANNISTER ENGINEERING, LLC JOHN ENGLAR & YANYU DUAN 240 NORTH MITCHELL DRIVE 503 STONEHEDGE DRIVE MANSFIELD, TEXAS 76063 WYLIE, TEXAS 75098 CONTACT: MICHAEL DAVIS, RPLS PHONE: 817-842-2094 Mike@bannistereng.com r , BANNISTER 1 ENGINEERING 240 North Mitchell Road 1 Mansfield, TX 76063 1 817.842.20941 817.842.2095 fax i TBPLS REGISTRATION NO. 10193823 PROJECT NO.: 090— 18-019 Planning & Zoning Commission AGENDA REPORT Meeting Date: June 04, 2019 Item Number: 2 Department: Planning Prepared By: Kevin Molina Subdivision: Seventy8 &Westgate Addition Date Prepared: May 28, 2019 Zoning District: Planned Development 2018-05 Exhibits: Elevations and Site Plan Subject Consider, and act upon, a Site Plan for a restaurant shell building, on Lot 1, Block A of Seventy8 & Westgate Addition on 12.1268 acres. Property generally located at the northwest corner of State highway 78 and Westgate Way. (960 S Westgate Way) Recommendation Motion to a Site Plan for a restaurant shell building, on Lot 1, Block A of Seventy8 & Westgate Addition on 12.1268 acres. Property generally located at the northwest corner of State highway 78 and Westgate Way. (960 S Westgate Way) Discussion Engineer: Cross Development Owner: Seventy8 &Westgate LP The applicant is proposing to develop a one story 3,485 sf restaurant on a single lot measuring 12.1268 acres. The restaurant is part of a mixed use planned development ordinance 2018-05. A site plan for the overall mixed use planned development was approved on June 5, 2018. This site plan for the restaurant shell building is primarily reviewing the exterior material and architectural design of the restaurant as required by the PD. The exterior materials are comprised of cementitious siding and hardie trim with a bronze metal awning. The plans for the restaurant also include the use of a faux water tower attached to the main structure as an architectural feature and pergolas by an outdoor terrace for outdoor seating. As presented the elevations and building placement complies with the requirements of the Planned Development. Approval of the site plan is subject to additions and alterations as required by the City Engineering Department. Approved By Initial Date Department Director JH May 30, 2019 Page 1 of 1 PAINT#1 FIRST STAR (SW7646) 0006600'It'0"‘„ItIsttt''.\i'''.1:',P‘''''''''''''';1 tt7''''''"4-'''*i-'‘ 4444,44444v4m4744441 44,440444,4444444444444k444 1 44444 v4"444 44 41 4444,4*1'440,1,V AAAAA000A0A A AAA 00A WAWA:AA0AA AAAA AAAAAA000AAAAAIAAAAA AAA AAA 00004 AAAA 0.00 0 Ai 0000.00000A0A000AAAAAAAAA00044 A0AA 00000000000`00000 AAA'A00000040 A ktt0;*Lim 4441444 444 444,44,4444,444444,44 441444,44444 `,t‘ 0 typr alr",,,kikidtiSI fl4.4.44 4444 444 444444444 AR 444 0 A,18,,,M Mil 1,,4V V 4,4NSiV.iltIM`i\V Alai'A A, '4*\0' k„\ik'il,041 PAINT#2 00,0tt06404°X'°°°' ttttt0t0 it 0 0'i, ',,siii101‘, tht;Ott 0000 000004 00 0100t00000 4i000100100400,0tlit 0 00000 0001Iii 444444444444,04 44 444q,44 44,444444,444444444;14 W4444,44444,414444 44 444,144"4444(044(4144444444144t11,41444444,444,44444444t4 44444 4444P44444444444444,440444444414 4444'44 444 40444414 44 1444 444444444444444444.444 WI t11,0010 004 Tita WO 000 At%0000 ut000000000t0 PEWTER CAST '06040,06.00600,04 e 7a7,)\ kSW I u i Q 1 ''t`1 NP M.\W^k;\A"'VA P1': \44\"Mi'AVsAkl `,W WA):NW,h'" %"\s'sV AWAR'10'‘ ',,*;‘Xl"S10`s?f AS(,k',‘F, P,Oe%‘;!:$1,WaV:ktlf,\,A0r,'is',14444 44 4,4 44 444 444 44444A 44,444444(444 4414 444444 4 444,404444 44 444444 44444 44 440 4,44N 4,444rF44,44444 444 44 k 4449 4444 44444 444 4 44444,444 4444i 444'4,444 Air 44,444,444 44 444414(k 44444 44f4 444,a4 lzm,kpeiVoorhka ,;Koo#diVkvoaxtSmOitksueltNt,,o18Kgi;‘;',',i1itfsqimiO'IkV\P'A;Nteoi'kbbkts:SA i0000000.190080)0000000000M000010$03t rtPt0tf00ttftt0tt0tttttttf0ttt0N'Ztt0t0000Vttt0Vtqt,0000t4t0tttk°!tgtrtlttt#Ft07401 tt000000N 000 Mt 1000Fit004 L i'lliti k0010010001:00010tt 0000ttett00001000400010000tA0000500004000100%400000,4000000000000A 0 00000040000000008000000 h00000000000000t00000000t0'ttAtt0t0t0t00000tt0tt 00t000 04004000000000000000400010004000t 0400 4445,44444444444mkik k4,44444044444444 e4,4444444444,444440444,44444,4444 kaki 44 441k4i 1 44,444404,4 444444444 6,44444444444,444 44,444444 ikyil 4,4N,4,4444444444 44d444 444,4 4 444,444,44444444444444444,403M*N444444 444 4444,44444 44444444$144444,(49,444444444144441 444 4444444,44444%,4444414,444444,444404441444444 4444 4444 444 444,4i4i 444413 444444444 44444444444444444A 40444444 444444444 44 4 444404144,444444 4444 4044 444 4?44444444A44,4;44t4i 4,44441444g4 44(ir 044 444404 44(4444404444444(34,404'444t44,44444 4004,4440,0„ ‘,4,,,,044 ii,,,il ii,,isi i„Iv\.,.40(ii 4 \WOOD BARREL I : ' CEMENTITIOUS tItIt0ttt00ttktt.IIstIII'kItt4ttttttkIttttit0IVRA"NVitttttAttt000ftttttttt tttttktttt0tttalttt0tMt10000000t100MVitttt00ttit0tN00000tt00000tttvt000`tltt00ti0Wttktt n00001100000000000001000000001000100.0004040044Ar4000V00440#00,444V4FAMA0M004044,0A000000440000040M4004„0000A1A 0004000 ' 47 1 , , SIDING (PAINT#1) :44444 444 R 43444 l'04000t 0',00'0'4'0 000000000 tttt 0000006 t0 00%A t00000 0 00000 0,00000000000000t0Ittltttt 0 40t0i 4,0000'00100000 000000000000 0010000000000000000000000,0000t0 0000000 0K,V0 00 K0,00 i 0;0000 0t 4qPI.S`sk,,4444 1?4 44 4444 404444 4444 444 44404 44,44444444,44 4,444,44444 i 1 1414044444444444 0 144444 4,4444444,40X4C4444 44 44444 41404444444#4444444444 44444:4444444(A 444 4444a44 444 44441,44,4414144444t44,k4 444 1444444 44444,1444444 444444444(4444444444444144444 414 44,44444,4444444444044444444444444i44N'4441*f 444444444 44444,44 444,i 4N 444,44444444 444411444444,444404404444144(R414k444444M iti444i44V 44 44',144 44440444 4144 44444464444 44444 444 44 44 44,414444444%14444444 444'MA 44444 0,4444&1444,4444444144,$44 4 4 i 44,44,4441414441(444e*:,t4444;44t444443444,444,44444144r4 3444 N4,4444 4444441444 444 i4'4(4444444`UP 444404 4444444144(444444 4444 41444U44444444 44,44441444414444414444q44 444444 444 44444444 444‘444A 4 444,4444444444 VM,444444,1*44444'44,44,V,A4 444 4,4444444444g44 4444 4,44k44444X4444(MR 44444144,444444',4444r44444,41 44144444444,4444 0000000000000000000E0000000000000400000t 04011000000 „„115'- „iktttttItIttkttItt60"400(0406'004,00,400400;kttakIttatttAI0004000t0stlk#19400400,ttitttVtt tttttkett tatItttt64604Itt,4004001`601PIAMM$3913, :,\84 4,ii.I 'M;,,,,N,;0. MvilNiAitA\WQP,Ok'sWIRisgsliht4)044k 0,ii,.." k`;44,", A",',1‘A`fiR`,Y.k;WVA 4"tO V Os*iNi,0,3\40';;PMP,RM`000000000000 PLATFORM \--11, 4000ktItt04,0000006"4(0.0 00 000IttiItt000000,040t0I0XII0I0t0t0ttsktt00ktrtItttstttattIttltt0000"064000060tIttt0tIttt 440`0000009000640t6t gittit00000t000,t000300A040"4040:44000t060.0Itttitttitt,tttt00:0406,40tAttlt0600606t ktritt0Itttkitt00400040000004t6Ittkti00;000;00640,0000600h00040tint,000000400000III0ItI406010000t000tat,t0,4040440t0I0t0t0tstIttittktit ELEVATION ittititt6000W0*.tttu 04106046tWst0t0004 tkt6t6"'tt460,000IttItt004t,k,tttlIttt 4000 tI0,004064010ttot","04046."4St 01t tatttstt IsktIktkistt 4 010000C"004060t6004014 I'Atte 004;00'00'44,00016004'00'0 0°"IttkIttit0II,Vtstttttttr0tIItII'tktttkttt0ttZI0I'kttti'tIt't0ttIPttII''6I'40 IIIIIIItitst0 60000t U'ION ilit"I'V k'hOt i'M 4''''''C'\‘'' 'A,i46") ,'sV 4,OAS **10,4*\',* HARDIE TRIM BRONZE 'IttIktttst"›,0k6t004,t0iAlysig 1;,‘,,trtm gkti,,,ItomvA,,,r,„,;D:sua'Attikit',A,t'1,: :,,x,,,,INT,,,,N,i4ovuli,`C.:,M4:\k,,,„','!,,,,Wath4\gsrA'3,V''$\:,!!,1)kr,',.'AqN`,‘-',U`.\''',.vsMVZISCt',i1A2Vn:1; ‘,,i1U'ss;,,„k,4',;1N4Z1tV34r,g',,\.,.',,a‘,3‘,,,IVr4i.,1A\\!Ane;1,DItu,,,t,',‘,.i0:!! 112'-0" $ BRONZE METAL °0it010t0t10,00004440 SMOOTH (PAINT#2) PLATE HEIGHT tAtt6040,046,0404 METAL 4""" ---- '- ------- --- --N-6-- ---------- - '-- -- - --- - -- - -6°- -"----- -------------- --It---- -------------------- ' -0-0t400ttt000tt0tiCt00tittrt 0 00K000'4400000000 040100000tt04030010001 i0 1 puinomminiammiiiiiimmosi,1 ,,,! 11111111111111111111111111111111111111111111111111111111111 lki k‘!t,,,,, 7,\,‘ ‘cl'‘\i00.,un'ktt1-0 a iliiBiaiiiiiiliil IiiiiliiiiiilifilifiiiIiilii i • ,.,-) 110 r-o" AL. 000040400004 00t0000000000000 _ AWNING (10 r0 It°466°.°°""°°'°" "t°44°I'164"°°7Nst°It444stk"ttl Ii 0 t I 0,t4.000tItt,64,,q7,7p q77‘7q7q, Ntsk 4v,*4,s ,lk,M ttAkr s \Ok,\,,\A 1,.\W,,‘t4,40qi Os‘4'•\ te I.'t ttt t,t t',' a q7q7 77 q7q \7twqq,qt.77ktq',.,7, HEIGHT 110 -0" Alt \kr BRONZE Il 0,0 PLATE HEIGHT - 0 It k _6 _ 6 t t 1 t 0 I 0 t k t -- - - FIBER CEMENT LAP 0 0 tt It t '0,Ai WOOD PERGOLA •-•.\\ - - -6.- -- - 6-64 66, SIDING(PAINT#1) Isil ti N 1 1 I I 0 00 liII,i 1 1, t BRONZE 0 t 1 t 1 0 ,1 4 BRACKET '0.1 It 44 k 4 .4 7 4 ,1 '' 4 GLASS tt -66----- = - til? 1 a 4- -4 4 4 ''t4 4 44 - ---- - :4-4:4 -------444-4 - - 4 44-4 - 40 BRONZE METAL 4 tIIIt N 4 --- - ---;4 - 4 - - - -- - -- -- - -- - -- -- - i oce-o" Ali . 1-1 ri 100'-0" AI 100'-0" AIL_ BRONZE F.F. ‘00, F.F.\-11" F.F. '1/406111, METAL WINDOW STOREFRONT RIGHT ELEVATION PERGOLA ELEVATION A g---*-\\\ ACCENT FEATURE v I I SCALE: 3/1 6" = 11-0" OPTION #2 06 SCALE: 3/1 6" = 11-0" (SEE SITE PLAN) 1.0b*ti SCALE 3/16" = I-0" GLASS ----/ _ 4,0"stst"4,44674664; Ott"t06000040itt 30-YEAR ptittetP0006400'k ARCHITECTURAL 0A0AA000AA°003A0A COMPOSITION Itt00000t4I040i0040460kittettt0IttatttI40000400k4ttkit000000t6tItt00000,04000Q000004Ititt0000A 4444140444,44444i44,4444,44444404444444444 4,4 444444444 44444444444A 4,4404443,44,44444,4 44144 4444 444444,44444444 4 4R 4V'444444414,444'4P444144k44444444S444444444444,44444414A4444449444444444'44(A4444%)444,4ii444i4 4144441,4444044444(44,444 4444 4444 444444144444,44 4444,440414044,44,44444(444444 4444444444A441 4 444 414448444444 4444 4,4 44 4 44,44,4444,444",44 WOOD BRACKET 64464 60 404 SHINGLES 00001t'0",$kt0Itt6tItt IN 0 00000 0 444,444444 4 444,44,44,4444 444,044,4:4 444(4 4 4 44 4444 A 444 444 4444444 44444444 441401*4;;',,i WO fl111003,\neiN,4014'''lij`i,':4V,\V‘,N4 )k,',‘,1 0000 00A'AAA AA 0000 A00A0A°0°0 AA0 000'10 A 00A0 000'AA A 0000 \',',,,nit\ipl,j\lAgvs,,, ,,k,o.,‘„,; ,k,nwA) ?(Ic",L,i,ktw \l,,',)',T,ontos,Im,,,*i,,,,,I,,I,40,'UigkO\;„"V‘,,N '10'4 OM\0 Aig;41;t1,1,;,I44q1q,4`;t1t1110:\AVAIANO, \KIPEi'ntia6Witall aPtkV:1,$AikQ,11C,:irtlit4',,,AkANN,14 On'?itiVilg,k41.QS 414444)444444444)4,44441444444444444444444414444444$444 44344,444i44444A441 44444444444Ni 444 4444441404 44,4114 A 44k 444"444444444444444 414444%44,444,111444404444444444 4441(44V4444444.441 44,149 R 44,40414 4444 i ',4 44444 V'W,,,,")\ 1:Q1 z, ,000‘0104t0A0,00000000i400k00010,000,00000010000044004000000,0000M0,t0000000,000,04000000000000000t00 4444,4444441444444444,4 i4.1,444,444 4444,44 4444444 4444I.444(4,44 44434 44144444444044R444,44444 4414 414444 41(40 44444 4444444("404(4444044444440(4t4 444'4(1(144 i L(44E(4,4044444J 44`4,4;4(14WW440(444444(4 AR1$44' 4404 4 ,„ 4 0000000 30-YEAR ttIt klikttttttIttt0"40tt,4400ItIttittkit46001,0t4I00001000,0004,000040ktIttkittitttat000titrktat04,004040,tit0t010040ttOtI400ItIttttittItItta,640ttkI,t00,104040400464I0kitIktt000tItttiti0004040004060004060ttIettloStrAtittIktIt000000t,100t ittt6tt0000000Itt0000ttItItI0406t001006060,4000I04444,600004004tOttlIttrAIIIN ttttst , COMPOSITION kg 0t, Ikt1"00"ItItttI4tIt0604°,40kttsttsIVI0004III6100kLitttItItt0,00kIiktIttALI, °Punkt t 044046"0 4,0"00100';00kItt0t0t0ttIII1tott0000II0t0°400140t'4 II"0As‘s'4444 44444 444(44 444 4 4443 44,4444 44 404444 4,44,44,4444444i44 4,4444,44444 444440(4444 444 441 41 4,4 444444 4444444 444 4444$"444444,44 44 4444444 4 44 44(4 44 444,444,444 4444 444 444 4444 44444 4(4'44V 44444i4 0044 SHINGLES I'9000 0E0k 00004tItt0"ttrattekki00400,000410,0tatt Ila It Ittrk:100,00,4 ,.4:A ,AutittC,,,I,'stWAltkktf,tilt 44144,4444A44t(4,44441444444447444 4140444R4441444444,414444,P44,444 444444;$444 444'i,444 444444,44444t4144444441WV 4N,‘,1 ;itk..\?,',T1,41Va4KlrsilkZ,4tl?,)fgt! 0't'l;',\iCt7„tttlt10;tti0',`ttttt't0ttt0ttt0 int 0, - '0000, (TYP.) IttAttikkIstitMakVIISAtsktt(0436t(00qttttoot.Att tIkttstititt(tItktitt,00400000004I0000006040000000°000,0030 440004404ittIINIIIIMs000itt0ttikt0t4t0(40,000k04440k6ItttkIttPtII00k4ItIkt0kt001,06kIbetkittkktIktt00004(4006It00ttcktkt0titettIttt(tktso,tsotkAttutttmtitie0;04got,m0kAAK4444t 44604 „0,0004°° 4,44444444444,4 ,4k444 44 rf44,tg to,;,, ttigtaak fl;,r,es,4;tk,00n)‘,,igi440,,,t4F47',s*VAdvnnYnt,msdoJ R,,,,,4k4tw„1;,,,woilfisousalil,\\*3,0,1,1v,!.0,0X*,,,a,t,A 1,0N!,is ‘,,ii,,01,,,p ,tv,.,ttAR,Ars1,4$131‘4,es,,,,,,4itlo,,,,seNoksotNiam z,,,,poo,„g,,,,wktald,t,ts 4 44,444444444,444 wi,1444444 At P;s\fNt 6q.,li BRoNzE mETAL t 00,,A' 1 ,t,,t,. 1,,,o NA Avavonotatlw wpr4,vt mew,.",,,\AVAI$#Nkv,irtimi\voitr'AlktiiivmMitk 'x'N,',1344,st,,salt,',0,s,,,z4m4v,,,v01r,,o;skQ Aos,ttutwgtzr103.t'P,Imt:AMtt\''44‘0;(n 44t4144444P444 44444444#4$44414444 444,4,444 4444 4440414 4 4,44 4444444414444444444444,444,44(44414444444i AWNING ''Akft, lk,CilgsYN,qe,` ',v ,omk‘ t 44444'44i;kg 444 4 i 4444444'44'444444,444444 444 4 444444,k VAP14*,39,,;'%'040; 0 A AtAAAAAAAA0A00 00 A 00A0A0°000040000A°0 0000°A A AA'Ak0A0000,0,00000AAr A 0400,000400A 00014,0 AA A A0A,0A0 1:kfokk,,I, ,K4, ,,,a!\,„\K%k ,„,\\,,kdd ‘) >k\ '.,V„\\4 AA:000 401,0 AffiAAA 400 lA 0000AAAVA°°° "A A00,0'. °00°A0000VA00°0°VA00M A°000t 000004000001000000100 A 000000000000304 000000 i0000A Mg:4000 AtA000000040000010000AVA0000000°00000000000000V000000 000000000000000.0%000000M0A0A$0000A0000A00000400°N4A0001*V00000000000AA 0\1000 A00 00 ASA StAAA0 WA a0A000f00000000 4444444$44,44 44411444444,44,444444444414444,1444 444440,4444,4444,4V „444444:'' 1 tig$444144444,144Z44444444444444,444444.4444t 44444i44444444444444444444(4444 44044 44445444,444441444k14,44444,144444444444411444144 44444 44444444444 444444 4,44V4i44444444 444444 41440,444444,4444444444444444 4444,444414014444444440,444 4444 44 444,44 4440 44444,4444 444 4,4440444444,0 444 444444444443444444(4 444 44404 4441 444444,444'4,44k4 444 441 44444141444§,4 4,4444444444414414 itt)44144tii41444444431444'44444444414,4444444444,414(4444444444444,4 4,444 4,44 4111 1 I ,4444444 444444,4144q 4k444441444444444444444,4444,44444 444 44444444,44'N,44444444 4444 44441444 444444 444444444,44,444 4444,44444 4r(44(4 44441 4 44 4441444 4444,4 4144,444,444,44:4444 4 444 444414 444444h4444,444,444 4444 0044 44444 444 MR 444 431 44 4 4444444444,44444,444444 44444444444 1444,4441t4,44444444((4,4444,44,444 44444444 44444 4k 4 4444,44i4 4444444 44444,444,444 71044 444,44 440444k 44444114444144 4444 4,444444444414,44 112'-0" Alialk 1 44444%,,,,4,,, 117-0" BRONZE 400000 06000044-4,'0'At VVI`tA4-7'Ill s,`q1,*1,OT{I,kiV‘tf,,,IV AfiTia,I,N4.4*,,,N,:1, ,I,',7,77.041v Tv,,,`0,l7‘1,Ni,NA r7c,',l 0'‘,z,q 4,,M4t,"nrik"k`N‘,; 7ANNVANT,) N.}7547,M1.1 ,11VR4‘7 NaVtqi.\ip-is, 144 s7,'tvq14-Tt 7-,\c- ,,ttt kW,Z64,07 i-.1 ,.qa-1-Wili,t'\,,i,,,RR,h\ si,‘,,,N\-4,4,,A 41-w441) iv4r4N\401„ 1,q14‘,, v3s 44k44 4 0,44,44,441444144444,444km-4444444,44 44,,Ut 0',.1 i. PLATE HEIGHT tt,11, 0°VII ' 0 4444-4444 iik `"Att AA PLATE HEIGHTS METAL ''' - tit I 11.1111111111.1111111111.11.111. ° 111111N NEIN- 111111611111‘ .111-111111A 11111141111A111111N 1111111111111111111°N 'I - tt 1.:t0"k4,0,;Ast, ikot,q,4,,, ,7,z,N4i ,oyipltow,,, 'w''''''''''''''''' 1 1 11,"tt'400000 AWNING 02t"0".31050,40a°000040600-06II004‘00"II°00I°I0t0"00t0"ItIltIrItt.%0040,9004t00°01tIkett0ktIkItt - ttt ,k' 1 0"" 4040006 k 0 t t 0 1 N 1 i o'-0" 44,, 04 EA 44 44,4" 44 44,444444, tl il Ei4 1 44 4 ki 4 1 44 4 44 4 7 4 PLATE HEIGHT°41, 0[0 0 t it 44 4 ki 4 BRONZE SCONCE - it 0,0 I 0 I01 0 1 (TYP.) 4k4 il(4 MEN MEM=MI 4 4 Pii ii,4 1 1 1 Ni III k) 4 . 44 44 441 4 114i 41 I Il 1 0 0 1"0 0 0 0 ri I 0 A Al 0 0 0 ,iti k b), ii 1''GLASS II II II i 00 BRONZE 0 1 0 4 0 0 0 0 q ;,.0 i F 004 A I1j 04 kf 4'; 4 4 BRACKET II It / 0 t"60 1 1 6 0 1 1 6 01 0 0 0, 00 tl 0 tt 1 Is It 0 sti 4; 1 1 0 0, r 1 00 A 0 4 4 0; 0. 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4444 44 4444 41 444,44 4444 N4,440444 AN 040040 A 004 540 0004 W:0`;Ak4+iN 0°4 0 A A 000000000000 AAA AA0A000A0A0 0°W 00 A)AAAA A 4°1°A"AA004 A0AAA0A0 090,°A.AAAAvgoo,1,1,ea6k‘,;‘,Ie,N; m$$,‘,'1:yt,p)em‘Ak.pkv"q kw,i ,s:‘1,,‘',,,,g ‘ei4mv.‘,fx*mslk4$,,'Awkm,\e,,,t\,,1,4m.1\, ,wr:it,‘4s, T,1,,,; 1,s liaVh4t':9 000010a41t0100t0000V100300t0000=400000000000100004'0000t0040400100401000$0`001,00400441,01N0000tii t4 CA ttetit it0'4 44444,144 444444444`44444(414 4 44V441 0(4(4444,4 444 4(f44,444 if4444444,444444444)4t444044 440(4444444444441444 4'44444 44404 440,40444 4444(4 4 4i 4W 44444441 444"44444444it444444444 4441140 4444Mii44444,44444 444 44 FALSE LOUVERS 000 44°- st k 0 t 0,060t„ ltvtv1,,,i ,,,m,zt,I.cNotot,it04iitotmitilsnr,t,to„,ittlomomusv,os,iimoomottlk,t4otdos,N4m-Jtt ,,,,o3Kiotts,0t4it0t1't,4amtst4Nktiosst0ttkstkzt,ltl't t,M,nstt,,titottEntttltrostktikkAti0050$00Iottlttsttk 44,VM,p„),tk‘'w 1.‘144y4A 05t0M044A4 A 444444444444,440414444444444144 44444(444,44444 44440 344 4 4i, (PAINT#1) 000°4' 6400 444 NO 4,4001041400040404 0't040a 000004003 04400000000A04441°04rAt4 440004400.4e000*00000000:0004000,404441004#444040440440004004040040,044040140A0004000;0A404000.4440000000000004MMAN0004040,00A40000414404,04004400000440 044044W 140004 000040441004000 44000 04040044,040\0040000 4,004000040040000000400440A4400A400 040104 04440; ;k4,000„ tIV, l'40 100 MN4 An,Pr,$C);„ ;q0*;‘4,4 VgA0 r‘,41,V,in,‘,,\‘kP 014.0M 0,,,Mi iat gikiMinVW:,n,,,A)WWW,,A0 f is.ONO NA V 0'We A,nt 04Pg?;VW 1 400000000M4401e0040A1,40404040040011 Z000,4404;04,0W410Aga0000000400040PAr0004,0004000°004144004 0000 norMwa zoW, BRONZE WALL PACK 44006 40,60twt, '404Yil ;4'1‘t e‘flAi,40*440'n'P‘tk$144 s°"k14it 4'4,044 4 4044t11 (44 e4 4 A4' '''''\i1i44`°! 4(‘4ii:41!'4itii t(14k's11''4'4444°4 4441'444'11i "'"v4(il'(444444 444444 (444 444444 444 4,44,444444, m4,444 44 4 4044 4 444444,4&444444,444 44444444,44 N444 k,41444444p44444,444 4 444 4444444,44444 44,4444 4ii 4414 44 1444 44m 4,44444444,440444 4144 4 4 444444444 4444444(44 4o44,414444444 4440(4(4044 1 44,444444444 04, 14,444444(44444444S444,444 444444441 4,41t44444444S44444 404,414kt 444444 ig,404044414444441444444444441441444444,144444,444,44414 WN4(444 ,4P4,444444'4444,0 4441MS 44444 494144ih4V44444141441144444,44,44,444VV444.4,14444i4441(44441444R444414,4(444444444444(4•44'ill 4'44444 4:44444 444444,4444444 4144444440iii 4444 44 444444444444444(441k44444144444,4414'90'41 4N44(44414,1014,44 444(4440444'4441 4 SA0,14,amiksteM,,t411,6r1,14041,0,% ‘,A4MnIkt,N64NutielPi4iht 0\iNgl6fccipv,,,Qikvokft,,v,liggii<A ,',4444 4444,44444444044444 4444 4,444444 444441144 44 44444444144#44404449 ik 044 441444'444444 444 44,4(444404404441 444 44,144444 40444 4444 444 4444 544444k4 i44 4k44 444 g4 4144 444444 44444444 iktoky 444944* 44 7 4 44-wt, 0,4'41V,q‘,4t,,NS)',in,',IPA,4*t'iO'aetan?tnetONVVii 00 01000040 ttt A 000010 00000040 tttt000000tttttt0t0tttttM‘t0t00t 4000000000 00000 00000t0t00000 ttttlt00tttt0tt'000ttVitttg00t0t4t0t000000tt000tt0ttttt 0000004003,10001:4000 I tt0 kV4,44,44A,441 444444444444444444,444144 mr*Ip4 CEMENTITIOUS 4006, "0004:040tItittAtsitit40"40t0000tIttittAt004000610010004000tItttItittittAttt tttt0ItitsittttUtt0(0000,00IVCI60000t000000IA6440446t0461000ttttt600:000rtettItt0110000000t0t0t0trint00040IIttitII040004°40,0000040100004.0IIttItt Ittt0t0000tOtt000000040460010000040$00440500IIIIIIttt0ttIMAII0000:0 ItIktkiktIttakt0606t00040000, SIDING (PAINT#1) 004" t°46604 tAt°;t0I,Itt°0000II040°000°00400°`00000601ttstkIIIII000t6600403Itk0004t0IIItt°ItItt66000400000t00004000"°,000itstIII"ttIVAIIIkttiktttt04,00t4 04"tttItts4t 60III0440400600,tt 0t4t0I,000:0 tktttkkktkttittt'ItlItttettAkt0t0 klIVIIMIIttt00001k44000,4046004k4st t4404,600494,040164,000ts004tt,k0kst000t, "Attett0ktt 614 ttc,Ist,tktst ,oak 44600 6, I°460IIitt00"40t6t0P040,04000006040400A0006040.000P004000itttg000:04004401.00050000,401006$tIttlitIIIi06,60Itittit,001,04000000°,01010t 9600ItIt.Itti0p046100100tt.0002046t0ttettIST°400000t4I044tItItt41001trt It tittt600600A0000060X6090tAtt0tIkkItt060430(r0004g0t0601$46460IIMIttittltkItittt004004,0:xtty4,,4mwt i 41 z-o" olio 040 , 4 112'-0" lit_____ _ _ „ni,st,,„ 046041°4°111111111H PLATE HEIGHT 00441 I ,„. 00000 PLATE HEIGHT Mat 1 IIIIII 111111111111111111 11111111111111 ION 11111 111111 IIIIIIIIIIII" ti, ''>'s I lq . ,', 0 ii IIIIIIIIoob, 4 44 44 44 4„ ‘, CEMENTITIOUS I' ,k I 111111111111111 k= °I, ,, A, N.^ \, k' k PI q° 7 1 [ti i, 7 i'MI III 0 111 I I 111 1 I 1111 I I‘,.''1 II il SIDING (PAINT#1) .‘ , 1 I RIZIV.7IGT\Ti\-,m,yerAwvvvu,v.gtx,rw,gcti7,7q,„4-.,,m7v,sg,\,4747,,TossIva qq°77i71.77q72,q777zsq377pq°71-wq,..77,7qqqgqmqq]7 17 Rq7474777R71777c777,777q7777Rwm‘q7-77mqq,7774*1377717q7q7°tiq 4 4\ GUTTER TYP. 600, t 1 ktFtst0010400t400:0000,1 k' 0 t 6 (PAINT#2) 0 4 t 01-6 / P i,ll 14, A 4\ !4 4 HARDIE TRIM ; s A 0 0 4 y 4 4 40 A I SMOOTH Ng"I,tkI 44' `4 ME 4 4 4 ,, 1 A \A A HARDIE TRIM 10 sIIt 10I {6 I 444 41 i 4 4 i , 1, A ALA 10 I 0 0600 1000 ii ,., „ 4 i 4 i 4, 0 . N ' rt AA A° A -- - -- - - - - - -- --- - - - - - -- - - I A-"A"-- AAA--AA-- :- AAA ---1:1 PL 10--7 - -----7:-------- - -------- ---- -----:---- --- :::- --- - - --h) 4 ---- --- - ,qi 1 t' 1 - 16V'l - - - --- -- 7,-:1 -- VI 1 V - ELECTRICAL 1, III1 do - =, 1 tI d- , 7:- - - - ----77 ' METER q', -11.. - _ „ - _ - 100'-0" Alt I 4 4 - -41 014- 1 00;-o" Abikk F.F.‘s-jr F.F. GAS METER FIBER CEMENT LAP SIDING (PAINT#1) FIBER CEMENT LAP ELECTRICAL METER SIDING(PAINT#1) U . LEFT ELEVATION SCALE: 3/16" = I-0" 0 1 REAR ELEVATION SCALE: 3/16" = 1 -0 i wEsTGATE REsTAuRANT sHELL . . RENDERED ELEVATIONS ,‘,`R1:1,,X;(1,4,, arch itects WYLIE, TEXAS , APRIL 2019 10'-10" / / / 10" / 7-0" / 3' / -0" 07/06/2018 116. ...........,,,, 6-0" /6" / = co j g. tr,4 _i1.10, LI- j \ .0 Cul It. -70,fr• .:‘ 0 ; '•••ct- Vir 44,/ tt, a.' 20.-0" 111 9 me- / / ti, 255. 1111 o'- — 1 I-6" q 5256 q 8'-6" I-6" / / / / 0'-8" (9. 1 ..c\I to . I-4" 8'-0" 1'-4" 10" 8" 6"TYP. 8" 10" to / / / / / / / / / / Cross to ./ ..- . \ • -_\ [ \ UL: cn I .t.rs (1)(fiu° architectsz: 00 _Ay \ _ WOOD BARREL - - \ - - (PAINT#1) I / 1 I 0 0 0 - 0:0 1- -I ro) -&) zn \ : I ---...,........,,. 0 0. / 0 o o to Lr) 6" METAL TRIM \ • \ \ ,.... 2X8 WOOD (BRONZE) \ 2X8 WOOD 5 ' CO (PAINT#1) /- SPACED 6"APART (PAINT#1) JI II II JI II JI II II JI II II II IT rk \ METAL PLATE PLATFORM . 2X6 WOOD / o 0 o 0 =IN WI BOLTS METAL PLATE --I (/) I- o o 0 0 (BRONZE) _I U PLATFORM }i WI BOLTS (PAINT#1) 5"THICK METAL 2X12 WOOD (BRONZE) I- (BRONZE) (ji- LLI Li.&) (PAINT#1) „I- ce CD I 2X12 WOOD LI H Li) U 10X10 WOOD (PAINT#1) U-I V) N 'I' LO ce. COLUMNS 10X10 WOOD 0 0 '9 (PAINT#1) F- U L.r) • "0 0 Zr.) (Cp0ALI NUTM#N1S) '79 LuU <ce T--4 HI-1-1 CC°I NIem L- c.0-- METAL BEAM I- .,_ rn t'n L) . ' CONNECTING b. 9 b 9 1-1 V) § d =IN METAL PLATE TOWER TO BLDG. N7' U 0 ri.i < ch al W/BOLTS O 0 (BRONZE) (71 (BRONZE) \ 4"THICK METAL (BRONZE) < U ,-4 a. 6.: 0 0 O 0 00 1 • 6"THICK METAL7 / III (BRONZE) METAL PLATE z W/BOLTS ? WOOD TRIM WOOD TRIM AT Film. (BRONZE) to AT COLUMNS COLUMNS 5"THICK METAL N'•, < (BRONZE) ColD • • • • FINISHED FLOOR FINISHED FLOOR Film. Cf) U) U) . q. q. q. q. Lli 1--- Z PERGOLA ELEVATION PERGOLA ELEVATION Ui 11.1 04 } SCALE: 1/2" = 1'-0" 03 SCALE: 1/2" = 11-0" CD 2 ii- Z F. LLI 12X12 METAL PLATE .......1 co gi. (BRONZE) , I ' ' • • • F.F. l'-O" 6'-8" l'-O" / / / / 8'-8" 2.-2" 20'-0" z / / / / / LLJ q q q > 10,_10" 1.-6" 8'-6" 8'-6" 1'-6" / / / / / / / LLJ (-- ACCENT FEATURE ELEVATION 05 CD SCALE: 1/2" = 11-0" 6"TYP. ,r ,r _ r _ _ - - - - - - - - - - - - \ \ icr_io" / / i .4 -' DATE: 8'-8" 2'-2" / / / q. • I I —111--- 11 I \ 07/06/2018 I PROJECT NUMBER: 1 -0" 6'-8" 1 -0" / / / / 17088 3-2 i„ i„ i i„ 2X12 WOOD Th 5" c3-2 3-2„ (- 2-- 5" 3- 1 T, ,i, ,,, . (PAINT#1) REVISIONS =IN \ \-7 \ • 2X8 WOOD NO DATE b \ - /9\ 04/29/2019 APART • • _ • / \- • N. ‘.-Q t v-ZD 5"THICK METAL co o CoE7?- (BRONZE) METAL BEAM ,-, r-ccx?) b eo CONNECTING TOWER TO BUILDING E-- (BRONZE) 10X10 WOOD • / \ _ COLUMNS TYP b . \ WOOD BARREL . \ \ + 4) o &? (PAINT#1) I,- Co (PAINT#1) _ • 1\ 10X10 METAL • .111 METAL TRIM PLATE q. • —111— -II . (BRONZE) (BRONZE) - - - - - - - - - - - - - - - - - - - - - .,- . 2X6 WOOD / & • • PLATFORM =IN q DRAWINGS ISSUED FOR: (PAINT#1) _ -N-- • \ \ N\-\Ni rs)\\-7 \ .040/ . CONSTRUCTION b E? 3/A17.10 3 \ \--). \ • SHEET NUMBER 12X12 METAL-" Ill\ 05/A17.10 =IN co PLATE 10" 7'-0" 3'-0" / / / / Al 7 • 10 (BRONZE) 10'-10" / / MISC. BUILDINGS AT ACCENT FEATURE PLAN PERGOLA FLOOR PLAN RESTAURANT SHELL 02 SCALE: 1/2" = 1 -0,' 01 SCALE: 1/2" = 11-0" COPYRIGHT©2018 11/06/2018 S. WESTGATEliZ"��,Ardat ��b��''��WAY ��1�. 011 `'1J� . u- '� o: BRICK CROSSWALK �.I.cr. V Illp � 0 0 ff#1°17t74"* ,\\ wV s "V.41 ;��.._��.� o mis .0, . „with,susSIDEWALK I III iI' NAGE PROPERTY OP ER TY LIN E ...-orairrowerateme-72 Ash E o1 4*, llip aorACross QE ���`N ENTRYiittijoistikijfil piatiXSiltliW4 4 architects VAIII -- """� 25'BUILDING SETBACK 14 P 41- 4.-4 7 um QFZO *Nil '- �//�� �"" �..mn, �� EXIT0 11.147871 DEVWAL S•o, PERGOLASV4 IN 4 / PI ""�"'� AUm,,...i.. k 4 ItioK,,q i 447,tt4 i 16144 ' BOLLARD W/LIGHT \/* 4•• I RANT ACCENT FEATURE 0 , :mt4 tifirgi kA4,Wi#A1Alci 46 4 41 pchOd tit.41114 Kay 4 41444 rA 41:441; U, W O Iiii)› # MO 4‘.1.....11.1iMirt*:I SHELL ,. U = Lai 7 - 2,300 S.F. R J U / 4"''''killW il* Illiti-P II (®® ��� OUTDOOR **I Mal 85 S. F. LU �; w lil BRICK CROSSWALK \ , ty4. / SF es-�pv� TERRACE J . I- U � 0 U \\\is" / 3 5pEAVIVI i, LOCAL ART SCULPTURE I ,. o _ Lrl Q 0 I m, IIkt OUTD�pR Sig TERRACE __, L._ Am__ . . - - a 1 vim A tw4v4 Kti ,. () cep*4** - WA00NO ... ..•hm.•im.was. 4...d ward Weil I r - - All i (/) L n Z N N -01 NI m 4 6 6 ti.2., .- 1S-lirldittilli "411 11. -- 4 v i i < 0 ,-1 a. a: Li: \, '"k b V...4.,40 0.,1,k-4t4 f p,i ... ENTRY/ .1/44•1•04 (L% , N & It/ i 1-04„k, , �� �� �� i ,,i, i,,,,,/z � EXIT 1 -' / i �/ ! ,, ,,/ :::::::// ::::z: //:,, , ,, , ,, , ■ .... ♦ ....._ 1 , , , , u� 1P14. i CLUBHOUSE z z z ' // 411"11 iI L I— /".-.... ENCLOSURE SCREENING .. NM < 1 I / / XX X iti":**4 .IN 0 r* 4 , . 1 1 , , ,7 / ,- /- ,-, ,z- 4 ir,„ _ 4 A _ _ A -*** O Mil I- ,ii#), o70 I 1//, /,-/„-x, ti O (1) (I) CI) TRASH ENCLOSURE - ---e, * 'Ai* Lz/ z/ / .;,4 tt. ) 4rZZaret7?; 11 /' 61,3**,..p..4 A.A. o l oilIA Him 11■111 CD 2W ILLI tr i°44#11 I _ i I Z I I POOL I T I I W I 1 1 i Q J 1 IOttL -7- t,trAt i r(A -it 11 1 Li I 1tt 4.: i I I I 1 F— Q I , isil o I I I iI W ttlit4 �- II I .1111 111:U:j I , . ii ll i I40# in O� I I � (/) ‘•• • i O SUV a+mai *4 II Itik 1 I J11I = �� ODATE: 07/06/2018 �� 1 '' , ElmEfhrl-------:dllj:L:1 PROJECT NUMBER: Ma . two 1 ,5"WA, 1 1 j ®® ovil ®... _ ....,_ 17088 1 ....4 ###4 • ISyt1. eREVISIONS `i iSi i)A*Vii I■ 1 - '� 4c!, '' 1 , ii�--, NO DATE04/29/2019 III i 1 1 1 . (-- 0 41111 mor___.4 Ir,,,,,,,,,,1 1 --1 1 I llj (5' I j c-1 . -. ! !r.:_ RESTAURANT SHELL PARKING COUNT PARKING SPACES RESTAURANT PARKING 70 PARKING SPACE 10'-0"X 20'-0" 20' LEGEND: SITE PLAN 0 20 40 (4)HANDICAP SPACE _ 72 3 PROPERTY LINE / (4 X 5% = 1 VAN HDCP SPACES PROVIDED) 10' - 1 I 1 / SCALE: 1° = 20' GRAPHIC SCALE (IN FEET) \ HANDICAP SPACE AISLE 10'-0"X 20'-0" 1 INCH= 20 FT. 5' 0"X 20' 0" 20' EASEMENTS/SETBACKS - - - - 0 10'5'10' FENCE DRAWINGS ISSUED FOR: I\ l) (. VAN HANDICAP SPACE AISLE 10' 0"X 20' 0" V 20' TARGET MARK + CONSTRUCTION �� I 8' 0"X 20' 0" HANDICAP PARKING 10' 8' 10' :.1 ill RESTAURANT SHELL HANDICAP VAN PARKING VSHEET NUMBER L7 1 3,485 S.F. I I\ I BUILDING KEY: Al 7 . 9 TRAFFIC DIRECTIONAL ARROWS �� (' \) (, o BUILDING A/C CONDENSING UNIT �� BUILDING TYPE A NUMBER FIRE SPRINKLER RISER ROOM � RESTAURANT SHELL L NOTE: SIDEWALKS, CROSSWALKS, SITE PLAN AND LANDSCAPING FEATURES ARE COPYRIGHT©2018 TARGET ALL CONCEPTUAL REPRESENTAION. MARK LANDSCAPE PLANS WILL BE SUBMITTED AT A LATER DATE Planning & Zoning Commission AGENDA REPORT Meeting Date: June 04, 2019 Item Number: 3 Department: Planning Prepared By: Kevin Molina Subdivision: Birmingham Place Phase 5 Date Prepared: May 28, 2019 Zoning District: Neighborhood Services (NS) Exhibits: Final Plat Subject Consider, and act upon, a recommendation to the City Council regarding a Final Plat for Birmingham Place Phase 5 Lots 1 and 2, Block A to establish two commercial lot on 5.251 acres located on the northeast corner of Park Blvd and FM 1378. Recommendation Motion to recommend to the City Council regarding a Final Plat for Biiliiingham Place Phase 5 Lots 1 and 2, Block A to establish two commercial lot on 5.251 acres located on the northeast corner of Park Blvd and FM 1378. Discussion OWNER: Birmingham Land Ltd APPLICANT: Triangle Engineering The 5.21 acre tract is located on the northeast corner of Park Blvd and FM 1378, and is zoned neighborhood services. A final plat for this site was approved on July of 2002,but never filed. This final plat creates two commercial lots. At this point there are no proposed plans for the development of Lot 1. Lot 2 is proposed to contain a day-care center. The site plan for the day-care center is also on the agenda for consideration. The plat dedicates the necessary firelane, access, and utility easements. A 10' wide maintenance easement is also dedicated on the plat as a living screen barrier is proposed to be planted adjacent to Dodd Park. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. Council consideration on June 25,2019 Approved By Initial Date Department Director JH May 30, 2019 Page 1 of 1 iI Q L BLOCK E z BLOCK F TALLADEGA DR. LLI BLOCK D J BIRMINGHAM FARMS BIRMINGHAM FARMS LOT 7 I ' ~O BIRMINGHAM FARMS J 110'UTILITY EASEMENT, ADD►T►ON PHASE 4 10'UTILITY EASEMENT, O I 1 1 ADDITION, PHASE 4 Z J ADDITION PHASE 4 li CAB.Q, PG.534, CAB.Q,PG.534, W (-1 J p o I P.R.C.C.T. CAB. Q, PG. 534, P.R.C.C.T. CCII�J > ,cj CAB. Q, PG. 534, LLI OWNER'S CERTIFICATE OWNER'S DEDICATION aI F , O CAB. Q, PG. 534, = P.R.C.C.T.C.T. 30'X30'SIGHT EASEMENT, I P.R.C.C.T. Z CP.R.C.C.T. 30'X30'SIGHT EASEMENT, 2 STATE OF TEXAS O ° SITE z C 0 CAB.Q, PG.534, Z III = 5'UTILITY m O ICAB.Q, PG.534, P.R.C.C.T. ` �_ 10'UTILITY EASEMENT, COUNTY OF DALLAS 5'SCREENING WALL ( P.R.C.C.T. ` Q �r CAB.Q, PG.534,V EASEMENT, I /MCMILLEN RD PARK BLVD. MAINTENANCE EASEMENT, LOT 1 CAB.Q, PG.534, J LOT 1 LOT 14 1, Q b I P.R.C.C.T. LOT 1 LOT 8 CAB.Q, PG.534, I NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS: ZONE PD P.R.C.C.T. \ ZONE PD / Co PD ,� WHEREAS Keles Group, Inc. is the sole owner of a tract of land located in the C. P.R.C.C.T. ` I / `"�'1 O O MCULMURRY SURVEY, Abstract No. 629, C. ATTERBURY SURVEY, Abstract No. 22, City° �� \ I \ 1/2"IRS N 89 31 40 E 200.00' �I / That Keles Group, Inc., acting herein by and through its duly authorized officers, does hereby "x"SET Q QQ"x"SET 0 = of Wylie, Collin County, Texas, and being the same tract of land described in Special VICINITY MAP N:7064450.0361 15.00' adopt this plat designating the herein above described property as GODDARD AT WYLIE E:2560339.3225 185.00' SELMA LANE 0 Warranty Deed with Vendor's Lien to Keles Group, Inc., recorded in Instrument No. MAPSCO: 662-M I EZ E ADDITION, an addition to the City of Wylie, Texas, and does hereby dedicate, in fee simple, NOT TO SCALE 50' R.O.W. TO THE CITY OF WYLIE, AS 20190124000072190, Official Public Records, Collin County, Texas, and being more Io to the public use forever, the streets, rights-of-way, and other public improvements shown /c SHOWN ON PLAT CAB. Q, PG. 534, m particularly described as follows: I ( ZONE SF HI thereon. The streets and alleys, if any, are dedicated for street purposes. The easements M.R.C.C.T. �J Beginning at an "X" set in the East line of Country Club Road, a variable width right of way, and public use areas, as shown, are dedicated, for the public use forever, for the purposes LOT 9 indicated on thisplat. No buildings, fences, trees, shrubs or other improvements or growths SLOPE EASEMENT, I L - - - at the Northwest corner of a tract of land described in deed to Wylie Independent School g p ly VOL.5615, PG.2642, I District, recorded in Volume 4139, Page 2739, Deed Records, Collin County, Texas, said shall be constructed or placed upon, over or across the easements as shown, except that o w D.R.D.C.T. landscape improvements may be placed in landscape easements, if approved by the City z z L_ - point being at the intersection of the said East line, with the North line of Park Boulevard; o Council of the City of Wylie. In addition, utility easements may also be used for the mutual Q 00°24'20" use and accommodation of all public utilities desiring to use or using the same unless the 0 Q Thence North West, along said East line, a distance of 845.82' to an "X" set for o EN easement limits the use to particular utilities, said use by public utilities being subordinate to �- BLOCK A I corner; w m �'? the public's and City of Wylie's use thereof. Q Q CO BIRMINGHAM FARMS, ° "X" 7 N. Thence North 89 31 40 East, a distance of 200.00'to anset for corner in the South line x N PHASE 3A, of Abbeville Drive, a 50' right-of-way, and beingthe Northwest corner of Selma Lane, a 50' The City of Wylie and public utility entities shall have the right to remove and keep removed all aCAB. N, SLIDE 906, right-of-way dedication to the City of Wylie, as shownon Birmingham Farms Addition, Phase or parts of any buildings, fences, trees, shrubs or other improvements or growths which may a 0 W in any way endanger or interfere with the construction, maintenance, or efficiency of their N Q P.R.C.C.T. 4, an addition to the City of Wylie, Collin County, Texas, according to the plat thereof ch recorded in Cabinet O, Page 534, Plat Records, Collin County, Texas; respective systems in said easements. The City of Wylie and public utility entities shall at all M LOT 10 times have the full right of ingress and egress to or from their respective easements for the j` ° purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, Lu�= Thence South 00 17'33" East, a distance of 278.32'to a 1/2" iron rod with a yellow plastic A&WLu o cap stamped "RPLS 5310" set for corner in the West line of Park Area Dedication as shown and adding to or removing all or parts of their respective systems without the necessity at any J. MCULMURRY time procuring permission from anyone. Su:�EraRs ai z O ABSTRACT NO.629 APPROXIMATE on said Birmingham Farms, Phase 4; I....) z0 OZ Cl) C.ATTERBERRY SURVEY, LOCATION OF SUVREY cot ABSTRACT NO. 22 ABSTRACT LINE Thence South 00°23'54" East, along said West line, a distance of 367.50' to a 5/8" iron rod WITNESS MY HAND AT WYLIE, TEXAS, THIS DAY OF 0 1 50 w cc found at the Southwest corner of said Park Area Dedication; 20 CO ~ a Q Thence North 89°31'40" East, a distance of 299.71'to a 1/2" iron rod with a yellow plastic GRAPHIC SCALE ZONE SF LOT 11 cap stamped "RPLS 5310" set for corner in the West line of a tract of land described in deed Keles Group, Inc. 1-INCH = 50 FEET to Wylie Independent School District, recorded in Volume 4139, Page 2739, Deed Records, 15'RIGHT-OF-WAY PARK AREA DEDICATION Collin County, Texas; DEDICATION BIRMINGHAM FARMS, PHASE 3A, Thence South 00°28'23" East, along said West line, a distance of 200.00' to a 1/2" iron rod CAB. N, SLIDE 906, with a yellow plastic cap stamped "RPLS 5310" set for corner; Name: Title: 01/2"IRS P.R.C.C.T. Q1/2"IRF (C.M.) Thence South 89°31'40" West, along the North line of said Park Boulevard, a distance of STATE OF TEXAS 499.35' to the PLACE OF BEGINNING and containing 228, 723 square feet or 5.251 acres COUNTY OF COLLIN of land. BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DATE PERSONALLY APPEARED , KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE ZONE A/30 ZONE NS FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE Q SURVEYOR'S CERTIFICATE SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND UNDER O N OATH STATED THE STATEMENTS IN THE FOREGOING INSTRUMENT ARE TRUE. C) CV STATE OF TEXAS ti KELES GROUP, INC. COUNTY OF DALLAS GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 . M u CV INST. NO. 20190124000072190, I, JOHN S. TURNER, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE `�J O.P.R.C.C.T. OF TEXAS, DO HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON = pip ACCURATELY REPRESENTS THE DESCRIBED PROPERTY AS DETERMINED BY A NOTARY PUBLIC FOR THE STATE OF TEXAS J (9 0 SURVEY MADE ON THE GROUND, UNDER MY DIRECTION AND SUPERVISION, AND N 0 UPON COMPLETION OF CONSTRUCTION, 1/2" IRON ROD WITH A YELLOW PLASTIC MY COMMISSION EXPIRES: U 2 _ ;gt CAP STAMPED "RPLS 5310" WILL BE SET AT SUBDIVISION BOUNDARY CORNERS, I- in oV co BLOCK CORNERS, AND POINTS OF CURVE ALONG DEDICATED RIGHTS OF WAY. X N 00 c") CUTS WILL BE SET AT CENTERLINE INTERSECTIONS. THE MONUMENTS OR MARKS CERTIFICATE OF APPROVAL N SET, OR FOUND, ARE SUFFICIENT TO ENABLE RETRACEMENT. LOT 1, BLOCK A � co 0 Z LOT 1 W Q 0 DATED "RECOMMENDED FOR APPROVAL" WYLIE UNITED z in METHODIST CHURCH Q 16823�Q.fFT. OR N CAB. R, PG. 213, 0 PRELIMINARY, RELEASED FOR REVIEW PURPOSES ONLY. CHAIRMAN, PLANNING &ZONING COMMISSION 3.873 ACRES(GROSS) 0 THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. CITY OF WYLIE, TEXAS P.R.C.C.T. O 154,978 SQ. FT. OR 0 ( 1 3.558ACRES(NET) CO John S. Turner R.P.L.S. 5310 ��JJ WILLIAM PATTERSON SURVEY Registered Professional Land Surveyor DATE ABSTRACT NO. 716 STATE OF TEXAS "APPROVED FOR CONSTRUCTION" COUNTY OF DALLAS DETAIL "A" BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE ZONE SF STATE OF TEXAS, ON THIS DATE PERSONALLY APPEARED JOHN S. TURNER, MAYOR, CITY OF WYLIE, TEXAS N 89°31'40" E KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE 15/8 0.29' RF WYLIE INDEPENDENT SCHOOL FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT THE EXECUTED THE RsQCM) DISTRICT SAME FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED AND UNDER DATE VOL. 4139, PG. 2739, OATH STATED THE STATEMENTS IN THE FOREGOING INSTRUMENT "ACCEPTED" ARE TRUE. ACCEPTED 10'MAINTENANCE D.R.C.C.T. 7 7 EASEMENT GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 20 1/2"IRS FROM I N 89°31'40" E 299.71' WHICH BEARE06T) MAYOR, CITY OF WYLIE, TEXAS �j 7\ J H N:7063808.3493 E:2560842.9922 - DATE (,"\ 10'MAINTENANCE �, c o o ;�' I- EASEMENTNOTARY PUBLIC FOR THE STATE OF TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF WYLIE, TEXAS, c HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF TORRES ADDITION, IN N ZONE NS 10'DRAINAGE-- O MY COMMISSION EXPIRES: SUBDIVISION OR ADDITION TO THE CITY OF WYLIE WAS SUBMITTED TO THE CITY i LOT 2 EASEMENT I 0 COUNCIL ON THE DAY OF , 20 , AND THE O COUNCIL, BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF W ( 0 THE STREETS, ALLEYS, PARKS, EASEMENTS, PUBLIC PLACES, AND WATER AND cl N N I BLOCK A J SEWER LINES AS SHOWN AND SET FORTH IN AND UPON SAID PLAT AND SAID coop 60,000 SQ. FT. OR W COUNCIL FURTHER AUTHORIZED THE MAYOR TO NOTE THE ACCEPTANCE oV N I 24' FIRE LANE,ACCESS, - THEREOF BY SIGNING HIS NAME AS HEREIN SUBSCRIBED. 1.377 ACRES 66 I UTILITY&DRAINAGE CI0 a I EASEMENT N WITNESSED MY HAND THIS DAY OF , 20 CO = Z VARIABLE WIDTH CO WATER EASEMENT o L6 00 1/2" 4, sS CO IRS !�0 CITY SECRETARY •1° 1.89'_ PLACE OF 6' ��'. - L8 10'UTILITY �I rc\ NI J �b� CITY OF WYLIE, TEXAS 6' 0 EASEMENT �'9 ,LL15 BEGINNING •����,� c L1J �, V MCMILLEN ROAD �) L9 L (110' RIGHT-OF-WAY) "X"SET 55.00' 144.35' 1/2"IRS 17 95\� ° �� 182.79' 300•� 7�J5�25 00' 8 29/ 34 38' �6 74 77' 1/2"IRS 1/2"IRS S 89 31 40 W 499.35 7,0s9 s'Sg° WYLIE INDEPENDENT o 98'' To, SCHOOL DISTRICT PARK BOULEVARD 0 e4i VOL. 4139, PG. 2739, D.R.D.C.T. ,, LINE TABLE LINE LENGTH BEARING SURVEYOR'S NOTES L1 139.65' NOO°28'23"W ZONE NS L2 20.58' N35°18'53"W L3 24.00' N54°08'23"E 1. BASIS OF BEARING IS DERIVED FROM THE TEXAS BIRMINGHAM LAND LTD. L4 20.80' S35°18'53"E STATE PLANE COORDINATE SYSTEM NAD 1983 (2011) CC. NO. 94-0029675, L5 70.46' Soo°28'23"E A&W SURVEYORS, INC. FINAL PLAT USING CITY OF WYLIE GEODETIC CONTROL D.R.C.C.T. CURVE TABLE L6 208.50' N89°31'40"E 77 MONUMENTS CM1 AND CM5. CURVE DELTA RADIUS LENGTH CH. BEAR. CHORD L7 18.98' SOO°15'42"E 1 YOfessional Land Surveyors BEING 2. SELLING A PORTION OF THIS ADDITION BY METES Cl 37°44'43" 25.00' 16.47' N18°23'59"E 16.17' L8 188.85' S89°31'40"W A TEXAS REGISTRATION NO. 100174-00 5.251 ACRES OF LAND AND BOUNDS IS A VIOLATION OF CITY ORDINANCE, C2 34°50'31" 25.00' 15.20' N17°53'38"W 14.97' L9 184.66' N89°31'40"E P.O. BOX 870029, MESQUITE, TX. 75187 AND STATE LAWS AND IS SUBJECT TO FINES AND ABBREVIATIONS C3 34°50'31" 49.00' 29.80' N17°53'38"W 29.34' L10 10.00' SOO°28'20"E WITHHOLDINGS OF UTILITIES AND BUILDING C4 89°59'57° 25.00' 39.27' S45°28'21"E 35.36' L11 15.29' Noo°oo'oo°E PHONE: (972)681-4975 FAX: (972)681-4954 BIRMINGHAM PLACE PHASE 5 CITY BENCH MARK CM 2 CITY BENCH MARK CM 4 C5 89°59'58" 25.00' 39.27' N45°28'22"W 35.36' L12 15.00' N89°31'40"E PERMITS. CAB. CABINET WWW.AWSURVEY.COM LOTS 1 AND Z BLOCK A VOL. VOLUME NORTHING:7057346.784 NORTHING:7065787.597 C6 38°19'25" 25.00' 16.72' S19°25'25"E 16.41' L13 19.94' N00°00'00"E - PROPERTY ADDRESS: Park Blvd. & Club Road, W Ile TX 75098 - / 3. ALL CORNERS ARE MONUMENTED WITH A 1/2" Country Y PG. PAGE EASTING:2569521.039 EASTING:2560972.926 C7 31°18'06" 25.00' 13.66' N21°39'59"E 13.49' L14 32.55' S00°00'00"E• AN ADDITION TO THE CITY OF WYLIE, IRON ROD CAPPED "RPLS 5310" UNLESS ELEV.: ELEV.: FLOOD Owner: Keles Group, Inc. OTHERWISE SPECIFIED. D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS I :t C8 12°01'49" 2.00' 0.42' Noo°00'00"E 0.42' L15 11.51' N89°31'37"E P.R.C.C.T. PUBLIC RECORDS, COLLIN COUNTY, TEXAS This is to certify that no portion of the subject property shown C9 84°38'36" 25.00' 36.94' N48°20'20"W 33.67' L16 11.36' N44°31'37"E - 3719 Trailridge Dr. Sachse, TX 75048 - COLLIN COUNTY, TEXAS 4. THE PURPOSE OF THIS PLAT IS TO DEVELOP hereon lies within the 100 Year Flood Hazard Area as shown on C. MCULMURRY SURVEY, ABSTRACT NO. 629 PLATTED LOTS FROM A TRACT OF LAND. M.R.C.C.T. MAP RECORDS, COLLIN COUNTY, TEXAS C10 80°28'14" 25.00' 35.11' S49°18'38"W 32.30' L17 169.61' Noo°28'20"w C.C. NO. COUNTY CLERK'S NUMBER NAD-83 TX STATE PLAIN,NORTH CENTRAL the Flood Insurance Rate Map, Community Panel No.48085C C11 19°05'46" 10.00' 3.33' S00°28'23"E 3.32' L18 19.64' S44°31'37"W Job No.: 19 0260 Drawn by:517 Date:04-30-2019 Revised: C. ATTERBURY SURVEY, ABSTRACT NO. 22 ZONE 2404(2011). 0415J, dated 06 02 09. The property is located in Zone"X". C12 28°36'28" 25.07' 12.52' S24°20'45"E 12.39' L19 15.49' S89°31'37"W J "A professional company operating in your best interest" J �O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS J Planning & Zoning Commission AGENDA REPORT Meeting Date: June 04, 2019 Item Number: 4 Department: Planning Prepared By: Kevin Molina Subdivision: Goddard School Date Prepared: May 28, 2019 Zoning District: Neighborhood Services (NS) Site Plan, Landscape Plan, Exhibits: Elevations Subject Consider, and act upon, a Site Plan for Goddard School, on Lot 2, Block A of Birmingham Place Phase 5 on 1.382 acres. Property located on the northeast corner of Park Blvd and FM 1378. Recommendation Motion to recommend for a Site Plan for Goddard School, on Lot 2, Block A of Birmingham Place Phase 5 on 1.382 acres. Property located on the northeast corner of Park Blvd and FM 1378. Discussion Engineer: Triangle Engineering Owner: Birmingham Land Ltd The applicant is proposing to develop a one story 10,730 sf day-care center for Goddard School on a single lot measuring 1.382 acres. This development will be classified as a day-care center and is an allowed use in the neighborhood services zoning district. The day-care use requires 4 parking spaces per classroom. This development will have 9 classrooms and be providing 42 parking spaces with 2 of those spaces being handicap spaces. Fire and safety access to the site will be accessed from Park Blvd using a 24' wide driveway. The outside play area will be fenced in by a 6'high wrought iron fence. In addition to complying with the site design and landscaping requirements, this site plan will also be providing a living screen adjacent to Dodd Park and Dodd Elementary. The living screen is being placed in lieu of a required masonry screening wall. The City's Parks department preferred the installation of a living screen over the look of a masonry wall. The living screen will be required to be maintained by the owner of the lot. The city's parks department will be allowed access,by platted easement,to maintain the living screen when necessary. The exterior material is comprised of brick and stone and is in compliance with the architectural requirements 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. Approved By Initial Date Department Director JH May 30, 2019 Page 1 of 1 `s EXISTING LEGEND I 1/2"IR FOUND Ca IRRIGATION VALVE A NO PARKING O 1/2"IR SET 101 WATER VALVE ° a ° I CONCRETE � (�� i 0 5/8"IR FOUND � FIRE HYDRANT - -1 GRAVEL II 8 3/8"IR FOUND IR.VALVE E r BRICK 0 40 CI C - 60-D NAIL FOUND �0.) UTILITY POLE I..1� 2 STONE Feet 0 PK NAIL SET '• I///// 0 �y j WATER METER WOOD DECK NO >{ GAS METER 1/2"IP FOUND BUILDING WALL ® X-FOUND 0A.C.PAD HE344EH TILE i CO CO @ X-SET \-- . TRANS.BOX BUILDING LINE y 1"IR FOUND45 GAS MARKER EASEMENT ~ © 1"IP FOUND OHU OVERHEAD UTILITY LINE - BOUNDARY 0 POINT FOR CORNER O y , C GUY WIRE ANCHOR HIGHBANK LINE W . CON.MONUMENT m l d a BARBED WIRE FENCE PARKING STRIPE U „" @ 3/4"IP FOUND IRON FENCE SITE (6\ -,,, 'DA g g TELE.BOX HANDICAP SPACE Z CABLE BOX CHAINLINK FENCE =p 4 I, WOOD FENCE ELECTRIC BOX A PIPE RAIL FENCE ❑ BRICK COLUMN COVERED AREA pARKB001,,, ^,P RO M hi ❑ STONE COLUMN > i © STORM DRAIN MH. FIR (1) OD 0 co EASPHALT LANE STRIPE SAN SEW CO. / BRICK RET.WALL BOLLARD POST STONE RET.WALL LIGHT POLE CON.RET.WALL O 10' MAINTENANCE � sAN.SEW.MH. I` II N EASEMENT iI I' I\ i I€ 10' LIVING SCREEN ADJACENT TO DODD PARK 'ROPOSED 6' HIGH WROUGHT t REFER TO LANDSCAPE PLAN FOR DETAIL IRON FENCE PROPOSED 6'TALL VJOODE FENCE 10' MAINTENANCE t I (BOARD ONaBOARD) EASEMENT II 11 VICINITY MAP 125' 'ROPOSED I; 93.5' 81.5 AREA INLET iI N.T.S. WITHIN PROPERTY'` SITE DATA SUMMARY TABLE THICKENED CONCRETE ( N 89°31'40" E 299.71' MEAS. i4 NUMBER OF LOTS: 1 SITE GENERAL NOTES PAVEMENT.SEE IVING SCREEN ADJACENT GROSS SITE ACREAGE: 1.382 ACRES OR 60,194 S.F. 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR LOCAL SITE DETAILS. (S 89°07'12" E 299.71' DEED) -� I IITO DODD PARK ZONING: NEIGHBORHOOD SERVICE (NS) JURISDICTION STANDARDS. °' - 10' B.S. & L.B. REFER TO LANDSCAPE i PROPOSED USE: DAYCARE A, „ — I PLAN FOR DETAILl BUILDING AREA: 10,625 S.F. 2. A PERMIT IS REQUIRED TO CUT A CITY STREET OR WORK WITHIN THE •F �. �� n u� 1111=la-11-Aollmit!:cLiilEis: � 63' � 25' RIGHT-OF-WAY. THE PERMIT IS ISSUED BY THE PUBLIC WORKS DEPARTMENT. J�� , I ill / / ' I NUMBER OF STORIES: 1 P I 5 • ACT 2 • rill 'ROPOSED 6'TALL' BUILDING HEIGHT: 33'-4" 3. THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN ttl ' G '` " II WOODEN FENCE`'' IPROP. HVAC UNITS r� � ,�, , ,; 7, j BUILDING COVERAGE: 17.65% FROM PUBLIC RECORDS. IT IS THE CONTRACTOR S RESPONSIBILITY TO MAKE 6' II (BOARD ON BOARD) ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO ' :! ` ' .,. U) REGULAR PARKING REQUIRED: 36 PARKING SPACES PROPOSED 6 HIG 5 20 • 11 1 WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WROUGHT IRON FENCE �� ABSTRACT "' �' • O 4PROP. STONE SCREE , _ N C OU t Ti A 20' f, I I-- j1 (4 SP PER CLASS ROOM) WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS oWALL W/METAL GATE /1 94 SO OR • N o ' * 9 CLASS ROOM MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL SIDEWALK. 8 ,C,.. - I: o ; r.. I ( )I I o Cp 011 t UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, SEE PAVING DETAILS. 1 , I iI I REGULAR PARKING PROVIDED: 40 PARKING SPACESTHE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE • PLAY AREA 1 GODDARD SCHOOL N A. Ii 1 HANDICAP PARKING REQUIRED: 2 SPACES 1 VAN ACCESSIBLE9°11 -""'� F.F.E. = 558.000�' W oo „ ( ) UTILITY. PROP. FIRE LANE r (5,550 S.F.) • - = ' HANDICAP PARKING PROVIDED: 2 SPACES (1 VAN ACCESSIBLE) Ili C I 5 (10,730 S.F.) m SEE SITE DETAILS. I' TOTAL PARKING PROVIDED: 42 PARKING SPACES 4. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, PRESCHOOL PLAYAllA • 1I P k= THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES ':, ■ AREA.24'X30' 42 PARKING Q I ' Poi_ IMPERVIOUS COVERAGE: 37628 S.F. OR 62.51 • iv WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, SHADE STRUCTURE 16' SPACES PROVIDED -!� • N o II I PERVIOUS/LANDSCAPE AREA: 22566 S.F. OR 37.49% PROPOSES 0 o UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND GRATE INLET I (4 PER CLASSROOM) ill �_ D P o II IE EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE 12' I 24' NFANT PLAY AREA 0 - 1 II OF ANY CONFLICTS IN GRADES AND ALIGNMENT. 24'X20' SHADE • - 0 II ; LEGEND DUMPSTER ENCLOSURE. 4So ��, 'AMPS. SEE STRUCTURE 0 m SITEG FOR DETAILS REFER I111W �. I m I h 5. ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH SITE DETAILS. TYP. PAVING DETAILS . Z �♦ sae ADA SIGN. 20 PLAY AREA 2 m iI I' CONCRETE CURB THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION It 8 I ,I !� �,, SEE SITE DETAILS. TYP. (7,090 S.F.) 0 I, II SAW-CUT LINE _ _ SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. RI rio o WHEEL STOPS. 11 WROUGHT IRON FENCE '-' N �� / I. BOLLARDS (TYP). 6. ADEQUATE MEASURES SHALL BE TAKEN TO PREVENT EROSION. IN THE EVENT CI COgro SEE SITE DETAILS. TYP. Ii N I 1471♦ i ) O 0 ROOMMECH SIDEWALK. SEE STRUCTURAL PLAN i1 WOODEN FENCE // // n THAT SIGNIFICANT EROSION OCCURS AS A RESULT OF CONSTRUCTION THE tao FOR DETAILS. CONTRACTOR SHALL RESTORE THE ERODED AREA TO ORIGINAL CONDITION OR (oa o U U _ SEE PAVING DETAILS. 16 ;1 FIRE LANE �., .� . , �, ,�.., „w. ... ,..u,. ,.. �� �O �� �� �I t I I \ _rimiii 81.5' It - - - - P-ESMT-UTILITY BETTER. • 111111181111111 � 39.08' • WYLIE DISTRICT 7. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION BOLLARDS (TYP). SEE 5' • • • - • AA.4139, 2739, STRIPING V././././././././�i TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT STRUCTURAL PLAN • 111111111W/10/141-11 , ■ A 6 I ` U.K . . '. LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE FOR DETAILS. i 11 R15' • •• •• •• •• •• •• •• •• •• •• •• •• •• � ��• •• • •• • •• 11 1, PARKING SPACES 9 DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. reto z o ' MONUMENT/PYLON SIGN 1 fl 1 I ' I 8. ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, - 8' 10' I' 1\, 1 WHEEL STOPS o BOLLARDS (TYP). SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED t))\\ N 10' �� ry ( ) 10' I 1 HANDICAP LOGO I44 IN WRITING FROM THE FROM THE DESIGN ENGINEER. THE DIRECTOR OF PUBLIC PROPOSE a ITI 10 0 ( Ill �� SEE STRUCTURAL PLAN D.E. c II■ r IIII1 �� Ell-, \ HANDICAP SIGN WORKS SHALL APPROVE ANY DEVIATIONS FROM STATE REGULATIONS. LIGHT POLE(TYP) ' �� 0 � F R DETAILS h I o i` �n 01 V �,,. �� �, .:.,t �; `b RAMP 1,, �, , ,,,,, , , ,,,, , � .t ,,, ,,.,.,:,,,. ..,.,,,.. °.. ., ,�,: ,,,. Q- OD . THECONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE PROPOSES 1 I (1/ 4" PAINTED 10' 10' cn 1 BOLLARD • ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH GRATE INLET ' y / ADA EMBLEM. 'ROP. GREASE TRAP A BOLLARD DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT WHITE STRIPES. fill' _ CA. SEE SITE DETAILS. TYP. O 'EMOTE r FIRE HYDRANT INDICATED ON THE PLANS. ❑ TYP. C s, 'ROPOSED ��, MONUMENT PROPOSE N ita I oPROPOSED FDC CURB INLET 10.N0 APPURTENANCE BETWEEN THE HEIGHT OF 2'AND 9' MAY BE PLACED IN THE (SEPARATE PERMIT I �� . 4 Fig STORM MANHOLE gr. DUMPSTER , VISIBILITY TRIANGLES. s I 10 REQUIRED) t., gt 1 �,, .,. },.1 � � »� � , ,,, 0.4440 ,,„,„„,,„„4,, ,,..,,,„ „,, :„.6..z ...7, IL., ,.,:„ II PROPOSEle v 8 10' v 9 No 10' • � � �I� TRAFFIC ARROW SEWER MANHOLE _ _ __ Fi��'�� _ _ __ g/,�,! d25' B.S 10 MAINTENANCE 4 EQUIPMENT NOTES 0.11 i1I �' _ -_ - _ _ _ __ _ - -- - -- �� CFI--�' �`� rTyr, — — 'R— — R25 EASEMENT ;; 8' /4�,� LIGHT POLE (MD FIR: HYDR'NT. I � PLAYGROUND EQUIPMENT IS DESIGNED WITH THE PRIMARY COLORS BLUE, (11°„)„.i.7./Prli''''' ,:,:ro-.,-,0+,6_„„„,,,,,,,,, �I �� I/ RED,GREEN AND YELLOW.DEVELOPER/DESIGN PROFESSIONAL TO CONFIRM THAT . a* THERE AREA NO RESTRICTIONS THAT WILL NOT PERMIT THE INSTALLATION OF ,All � `�® EASEMENT/SETBACK LEGEND EQUIPMENT WITH THESE COLORS. •�' I / © C PROP. SEWER MANHOLE / �'� DEVELOPERS/DESIGN PROFESSIONAL TO VERIFY WITH ANY GOVERNING BODY NOT iri __:,,, LIMITED TO PLANNING AND ZONING BOARDS, ARCHITECTURAL REVIEW BOARDS OR .. �� .. .. �� � 0 ® BUILDING SET BACK B.S.© � . � � � � � /,//////� � ®®�/�,//,��/'� �._.-: �.,,.-- �,�--�� �., HOME OWNERS ASSOCIATIONS AS WELL AS WITH AND NOT LIMITED TO THE REVIEW m......_- ___. t � ..w., .......__. ___..... w......._. t.� /`� LANDSCAPE SETBACK L.S..4,. / OF ANY ANTS AND RESTRICTIONS OR DESIGN GUIDELINES GODDARD SYSTEMS, / / r / ', yv w _ , ® ` ACCESS, UTILITY A.U.& D.E. INC.(GSI) CAN PROVIDE COLOR YOUR GSI REPRESENTATIVE IF THE PRIMARY %/ -, �a.,.. w.w ...._ : ... .......... ....:.:.; ._w :.._.:.. __.. .u. ......, :_. ........ — — COLORS AREA NOT PERMITTED PR P. WATER METERS. �� DRAINAGE EASEMENT I 45'X45'VISIBILITY S 89°31'40" W 300.00` MEAS. c TRIANGLE WATER EASEMENT W.E. �_ I i DRAINAGE EASEMENT D.E. 24' (N 89°06'44" W 500.00' DEED 45'X45'VISIBILITY DEED) '34.2' 24' 90.37' EXISTING DRIVEWAY UTILITY EASEMENT U.E. t TRIANGLE PROP. W.E. SPEED LIMIT 30 MPH GON I T "TRACT II" I ITE PLAN PROPOSERPARK BOULEVARD tSCHOOL III I� i INDEPENDENT 1. XISTING FIRE HYDRANT SAW CUT LINE 4.,� ENDEN .® PROPOSE GODDARD SCHOOL SAW CUT LINE VOL ,°I;t Iy , PARK BOULEVARD VARIABLE WIDTH RIGHT-OF-WAYD,FELDA �� THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED ....... (DETERMINED TO BE OF THE 0.20% ANNUAL CHANGE FLOODPLAIN) AS CITY OF WYLIE 309'TO EX FIRE HYDRANT 299.5'TO EX FIRE HYDRANT DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY w....." NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE COLLIN COUNTY TEXAS MAP NUMBER 48113C0510K, DATED JULY 7, 2014 FOR THE DALLAS COUNTY, SUBDIVISION TEXAS AND INCORPORATED AREAS. tote Att. .......... NO. DATE DESCRIPTION BY �..��"oF t%, ........, ,,,. _�� �•.. .. T ��4 ENGINEERING LLC ,,, us 05-01-19 1ST CTY SUBMITTAL ® _____q0,�j I. �c�I T:469.331.8566 I F:469.213.7145 I E: info@triangle-engr.com �� © 05-21-19 REVISED PER CITY COMMENTS 132 * : :*�...,_.__"' W:triangle-engr.com I O: 1784 McDermott Drive,Suite 110,Allen,TX 75013 IIMIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIICEI ' KIEW KAMrmilmmtmormmiwommwwwwwwwwwwl IIIIII ® 92808 :�i , € • r ��I�--`•'•. i��*?�": DESIGN DRAWN DATE PROJECT NO. SHEET NO. 11111111111111111111111111111111111111111 ,,h 1�;`NAL ``���� APK 04/30/19 018-19 IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM �� C-3.0 - 05/21/2019 TX PE FIRM #11525 / i j10' MAINTENANCE EASEMENT I °dY , m U 76 fr,SITE NRS N 89°31'40" E 299.71' MEAS.. ;, _ tor,,__Int T T_ _ „Tr`� T �TI__ LANDSCAPE ARCHITECT i'T IT�' . - .�T�. - .+1►T �T+1 . - . 1T+1►7—- .+1ir vir '!'�1►T+1e.4‘' !i �,l ! —I fit+ ,`�T, ► is* ?: . . 3L , '��: : ' �,""'��'��' . . ' �' �- i►� ' ,1,�' ,,��'4,,11'��,i1A' ,I��',, ,, , ',, '� ,,i, '„�' '',, ',I� ' ,I, ,,i ., .4i1� �,Irw�i�;: � ,lil, ,l�l 4► �. , ' , i7 :�► •�I► •:A& �� \kg STUDIO MR DERMOTT RC. ' 1- AREAS _ �� u n u u 7i �i u u u u u n O��F�ARe SUITE 110 • I ALLEN, TEXAS 75013 411L N ra . • (469) 369-4448 ■ o Q Q i-t TRACT 2 • _ %,;, CHRIS@STUDIOGREENSPOT.COM • ID KELES GROUP,INC. 01 INST.NO.20190124000072190, 'iaMON � " "M ER"���� • D SOLID SOD BERMUDA WILLIAM PATTERSON SURVEY O.P.R.C.C.T. -- / 1 ®O ABSTRACT NO.716, • ; GRASS TYPICAL FOR ALL (A I- ` • COLLIN COUNTY,TEXAS LIJ �(�NDSCgp o TURF AREAS El60,194 SOFT.OR II • d o GENERAL LAWN NOTES i �Q�O S F9���/ CO • 1.382 ACRES 91 U , , 'Me 'p ® Z ;. • , A y 1 �'( GODDARD SCHOOL • Iv O 1. FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED ON CIVIL • Q- y m// 90 • PLAY AREA 1 ® � U PLANS. / v !,� r- (5,550 S.F.) F.F.E. = 558.00 • �► = ' .col • (10,730 • S.F.) ► S 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM // Pb,�' VICINITY MAP '�,��,' 2042 • • ��� BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOM OF to • ■ �' 42 PARKING 11" ArAll SOLID SOD BERMUDA �'UTlutY POLE I SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES N.T.S. /, .9T GRASS TYPICAL FOR ALL • tv III I� SPACES PROVIDED • AND AREAS WHERE WATER MAY STAND. } �`F OF - �t� • TURF AREAS -* o 05.23.2019 (4 PER CLASSROOM) iiipo tip: 4%1,, 0 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM LANDSCAPE NOTES ® , I • it o OF 1"BELOW FINAL FINISH GRADE. CONTRACTOR TO COORDINATE m OPERATIONS WITH ON SITE CONSTRUCTION MANAGER. 1. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE r t�� ELEMENTS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. op `" """°"} "' " ""°``" Z ��� PLAY AREA 2 �/ 4. IMPORTED TOPSOIL SHALL BE NATURAL,FRIABLE SOIL FROM THE SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS.. , O (7 090 S.F.) • '='� REGION,KNOWN AS BOTTOM AND SOIL,FREE FROM LUMPS,CLAY, 2. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND Co , o *1PW, � �� TOXIC SUBSTANCES,ROOTS,DEBRIS,VEGETATION,STONES, UTILITIES AND NOTIFY ARCHITECT OF ANY CONFLICTS. ��E, CONTAINING NO SALT AND BLACK TO BROWN IN COLOR. 03 ► MECH I CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE , N •+• ROOM • P. 5. ALL LAWN AREAS TO BE FINE GRADED,IRRIGATION TRENCHES VICINITY OF UNDERGROUND UTILITIES. W • i I COMPLETELY SETTLED,AND FINISH GRADE APPROVED BY THE OWNER'S C f I 36 1 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED ,,,:::,::,,.,.i,,,,,,,.,,iIi;,,i!,,„,,,,„,:,,:,,,,,,,,,ii,,,,:::,.i:i:::,::,,:i,:,,:,,,:::,;,:;"::i,,;,,, GI • • V 41) IH • WYLIE INDEPENDENT CONSTRUCTION MANAGER OR ARCHITECT PRIOR TO INSTALLATION. LANDSCAPE AND IRRIGATION PERMITS. SCHOOL DISTRICT II ■ ■ ■ • 1' 6. ALL ROCKS 3/4"DIAMETER AND LARGER,DIRT CLODS, STICKS, OOO O0000 O�OO O. O� •;�•,���arriro� ; �t+, �' � • 000000 00 0000000 VOL.4139,PG.2739, 4. CONTRACTOR TO PROVIDE A MINIMUM 2%SLOPE AWAY FROM ALL • F �� II D.R.C.C.T. CONCRETE SPOILS,ETC. SHALL BE REMOVED PRIOR TO PLACING STRUCTURES. �I �\ TOPSOIL AND ANY LAWN INSTALLATION , ',. • • • • • • • • • • • • • e epeyesesee • • • • • • • • • • • • • • • • • • • • • • 0 0 ° • 7. CONTRACTOR SHALL PROVIDE(1")ONE INCH OF IMPORTED TOPSOIL ON 5. ALL PLANTING BEDS AND LAWN AREAS TO BE SEPARATED BY STEEL O • ALL AREAS TO RECEIVE LAWN. EDGING. NO STEEL TO BE INSTALLED ADJACENT TO SIDEWALKS OR 'II/" fii: LOR Ak \ CURBS. M 1 C 0 LOR 111E� � �� LI SOLID SOD NOTES 6. ALL LANDSCAPE AREAS TO BE 100%IRRIGATED WITH AN D CE ® UNDERGROUND AUTOMATIC IRRIGATION SYSTEM AND SHALL C�� (\� weeae, e 1 FINE GRADE AREAS TO ACHIEVE FINAL CONTOURS INDICATED. INCLUDE RAIN AND FREEZE SENSORS. .•i" LEAVE AREAS TO RECEIVE TOPSOIL 3"BELOW FINAL DESIRED 90 180 7 % GRADE IN PLANTING AREAS AND 1"BELOW FINAL GRADE IN TURF 7. ALL LAWN AREAS TO BE SOLID SOD BERMUDAGRASS,UNLESS ® ® AB AREAS. OTHERWISE NOTED ON THE DRAWINGS. ` ® OD �.lig- 2. ADJUST CONTOURS TO ACHIEVE POSITIVE DRAINAGE AWAY FROM 40 BUILDINGS. PROVIDE UNIFORM ROUNDING AT TOP AND BOTTOMm ��e �� im 300 AB 410 410 DWM �'uTiuTY OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT SC ' POLE IRREGULARITIES AND AREAS WHERE WATER MAY STAND. 40 Q � ) 8 "IIIPIIti)� 1400 0 �` 3. ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A / 0 1 I 11 �' — '� /) LO -I i 10' MAINTENANCEMAXIMUM OF 1"BELOW FINAL FINISH GRADE. CONTRACTOR TO � :;. II 28 i� le. /, � EASEMENT COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION L t3 MANAGER. , A ir T (' `�■� Iø OD DM r 4. CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION WAV • i� - ' (�— 01 4110—IP ®ELECTRIC BOX MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL. / I414 ' ;������� ��104141.0______ ______)� ��II40�i�jt���41�' AZA : © 3 GUY 5. PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. 75O ���� �•a CM vUTILITY POLE _ A ( SIDEWALK INSURE EDGES OF SOD ARE TOUCHING. TOP DRESS JOINTS BY �.®� — _ _ — �; `011 " — — — limmil — �" I HAND WITH TOPSOIL TO FILL VOIDS. I v. GUY i .a GUY _... -�— o _i [ e UTILITY POLE WV WV / o e ►� e e 6. ROLL GRASS AREAS TO ACHIEVE A SMOOTH,EVEN SURFACE,FREE IDEWALK I i — — — — _ _ FROM UNNATURAL UNDULATIONS. TO Q / 21 6 SOLID SOD BERMUDA ( 45'X45'VISIBILITY i > AB LOR GRASS TYPICAL FOR ALL TRIANGLE 7. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. _ — S 89°31'40" W 300.00' MEAS. I V W W TURF AREAS 5'X45'VISIBILITY (N 89°06'44" W 500.00' DEED) 8. CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ' } ACCEPTANCE. THIS SHALL INCLUDE,BUT NOT LIMITED TO: TRIANGLE PROP. W.E. CONCRETE MOWING,WATERING,WEEDING,CULTIVATING,CLEANING AND Q "TRACT II" _ _ _ — — - REPLACING DEAD OR BARE AREAS TO KEEP PLANTS IN A O L WYLIE INDEPENDENT VIGOROUS,HEALTHY CONDITION. PARK BOULEVARD oo SCHOOL DISTRICT Q VOL. 4139, PG. 2739, 9. CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN Q (VARIABLE WIDTH RIGHT-OF-WAY) D.R.D.C.T. ACCEPTABLE TURF AREA AND SHALL PROVIDE REPLACEMENT 0 FROM LOCAL SUPPLY IF NECESSARY. CI iii 10. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, O Q ALL SOD AREAS TO BE OVER SEEDED WITH WINTER RYEGRASS,AT A RATE OF(4)POUNDS PER ONE THOUSAND(1000)SQUARE FEET. C. 0- LANDSCAPE TABULATIONS r SITE LANDSCAPE: Requirements: 20%of total site to be landscape area (60,194 s.f.) Required Provided 12,038.8 s.f. (20%) 21,420 s.f. (35%) DESIRABLE DESIGN ATTRIBUTE: landscaping exceeds minimum by 10% , PLANT MATERIAL SCHEDULE TREES LANDSCAPING FOR PARKING LOTS: 42 parking spaces TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS l'„,,,,,,,I,'1,;,'',,i':1,' Requirements-50 s.f. of landscape for each parking space &all parking spaces shall be within 60 I.f. of a tree CE 8 Cedar Elm Ulmus crassifolia 3"cal. B&B, 13' ht., 5'spread min., 5'clear trunk Required Provided CM 8 Crepe Myrtle'Single trunk' Lagerstroemia indica'Single trunk' 8' ht. container, 8' ht., single trunk,tree form 2,100 s.f of landscape 2,421 s.f. } LO 8 Live Oak Quercus virginiana 3"cal. container, 14' ht., 6'spread, 5'clear straight trunk All spaces within 60 I.f. of a tree Provided ISSUE: DESIRABLE DESIGN ATTRIBUTE: Landscaping 10% or more in access of 50 s.f./ FOR CONSTRUCTION 05.02.2019 SHRUBS space C• ITY COMMENTS 05.23.2019 TYPE QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS Landscaped pedestrian connection to main entrance , AB 40 Kaleidoscope Abelia Abelia grandifloria'Kaleidosope' 3 gal. container grown, 18"spread VISUAL SCREENING: Required screening strip at least 5'wide, 36" ht., shrubs when DWM 68 Dwarf Wax Myrtle Myrica pusilla 5 gal. container grown, 24" ht., 20"spread planted, (1)flowering trees for 20 I.f. of area IH 82 Indian Hawthorn'Clara' Rhaphiolepis indica'clara' 3 gal. container, 18" ht., 18"spread LOR 39 Loropetalum 'Ruby' Loropetalum chinensis'Ruby' 3 gal. container, 18" ht., 18"spread Provided NRS 76 Nellie R. Stevens Holly Ilex x'Nellie R.Stevens 6' ht. container,4'spread,full to base s LANDSCAPE STREET FRONTAGES (front yard excluding access drives-6,437 s.f. z........z.......z. . a . . :�. Requirement 50%of the required front yard excluding and access drive must be GROUNDCOVERS landscape buffer. Trees shall be planted 30'-40'o.c. D• ATE: TYPE QTY COMMON NAME BOTANICAL NAME SIZE REMARKS ,, 05.23.2019 SC 480 Seasonal Color 4"pots selection by owner, 12"o.c. Required3,218.50 Provided ,519 s.f s.f. 4,519 s.f. WC 2240 Purple Wintercreeper Euonymus fortunei'Coloratus' 4"pots container, 3- 12" runners min., 12"O.C. Street Trees 30' 40'o.c. Provided SHEET NAME: '419' Bermudagrass Cynodon dactylon'419' Solid Sod refer to notes NI LANDSCAPE PLAN NOTE: Plant list is an aid to bidders only. Contractor shall verify all quantities on plan. All heights and spreads are minimums. All plant DESIRABLE DESIGN ATTRIBUTE: Increase minimum with of landscape buffer by material shall meet or exceed remarks as indicated. All trees to have straight trunks and be matching 20%- 10'wide buffer required- 12' plus wide buffer provided $• HEFT NUMBER: within varieties. /N 01 LANDSCAPE PLAN �� SCALE 1"=20' 0" 0 10 20 40 MATERIAI PERCENTAGE MATERIAL NOR IH SOUTH LAST WEST EL, = 133' 10" 70 T O ROOF 1227 .. _L I LILL] 11„11 LTA a W1 LIM LILL] 11„11 LTA a W1 LIM LILL] 11„11 Lill a W1 LIM LILL] 11„11 u I - .i1 LJL J 11_11 II W I II Laid I I WI 11_11 II W I II Laid I I WI 11_11 II LL Llla IJ I I I IJ l 111 11 11 11J Llla 11._ h- N A TU R A l_ BRICK 70.1 41.7 66.9 7 2.3 .1 A111 LH_L1 LIJJ Ill Lill ll 111 L1Ll_ LIJJ L1 H 1J Li H_1J 111 [Lai LIJJ H 1J IJ H_1J H_J1 [LILL] LIJJ H 1J IJ H_1J H_ I 12 0 AZEK TRIM 29.6 28.1 25.6 21.4 �IRLITLIUJ II II II > II LaLJJ IIJUIJ l I II II > IILTILJJ IIJUIJ l I II II > IILTILJJ IIJUIJ l I Il II LJI 11LTJW 11 1L1 11 1 •.- >6 U ,di II II 11 1J [L I I1 LLI I II Ill [1 IL 1J [L I I1 LI I II Ill [1 IL 1J [L I I1 LI I II Ill [1 IL 1J [L I I1 LI I II Ill [1 IL 1J [L I 1 LH1 [1 1 •k SHINGLE RIDGE VENT _ F Q NATURAL STONE 6.3 30.2 7.5 6.3 • Ll J J ll J 11_JI L_l1_IJ1.1J Ll J J > L_JI L_l1_IJ1.1J Ll J J > L_JI L_l1_IJ1.1J Ll J J ll J 11_JI L_l1_IJ� .1J Ll J J ll J 11_JI L_l1_IJ� _J > L_L_ - .� L R UITIL L1LI LJ J U L1J LJ L1JJJa L1TJ L1J U L1J U a L1JJJa L1TJ L1J U L1J U a L1JJJa L1LI LJ J U L1J L LLL L1L L1J U L1J Ul W1 1 W L 1._ .1 m o IA ll_JJ LIE_L1 LaJ all Li H_1J .4._ I - 1-1L-Lm. J -I .i-II--I - �__ .11- _ - . �_�-1 4 �I.�1i-1 � l l I 1�.�I L>l_H [LILL] ll-1111.1J Li H_ �. CLASS 'A' SIRING] 1 S ' �`::6 ::.�.. :�., I Ll H_I-LL1L ll > l_ 11 Ll H_I1LI1 ll_> ll_H L1.1I L1 H_ILL1L ll_> ll11 L1J L1 H_ill' ll_> 1lJ 1 L1.1I Ll I>l_1 IJL1J1 ll_ L1.1I H I-LL1L _L1 H 1I_i LIA [LEI I -.. .=•-=on ==-=.1-.=-.= ::.'I (..)1,Z cad U Ll Ll Ll l L l-L»LJ ll J 11J l lJ 1L_I W 1 11J 11 l LI ll [ I [ill 11J I II I l lJ lA 1 [LILL ELLJ J LU ll_1 I lA f 11J ® ■I■_L»1J 1 I I I I l_ li._ J 1 l Ll l L l L l L l LI ill 1 11 III 1 11 III 1 11 III 1 11 l g -2 a 1J J 1111 LI_ll_L>_L _1J L_ _ ] Ll i 11_ 1 lJ -11J L I LILT_L L> 11_ 1 IJ E_ 1 [1Et LI L> 11_ 1 IJ -11J [JELL Et LI Ll I 11_ 1 Li Ill L_ 111.1J L_E LILI_L Lll L 6" A T L K R M B 0 A R D Z W ARC C URA- P-A S Wa RLu RLu H GJL��I' L El Gl l >L JJ LJ> l 1 l >JL J E L J LJ> l 11 l Gl l l >JL J E L J LJ> l 11 > II >L G L LJ G> l 1l > l ��Li] GJL H GJL H GJL ILL] 1 LJ Z_ w ill 1 I1111 111 111 1. ALL SIGNAGE REQUIRES A SEPARATE APPLICATION AND APPROVAL FROM THE BUILDING INSPECTIONS DEPARTMENT. H L_>1.LI 01L_LI L H_11 Li ILH - CLEW LEI ILJ LLII 11_EI_I>_L LJ LL1I 11_EI_I>_.2 �-IJ Li >J L_: _ EL1I 11_EI ILL] 1LJ LI_I1LJ EL1I 11_ . E .d llaIJ.IJ ULI111 11 11 Wart]LJUIH U ■ ■ ■■■ LLI LLJ1 I I WLL LJLH U 1J LJLH UI >I >L1J ■■� ■>■ L1J LJUJ l ILI WL L1JLLIJ LJLH U k... FIBERCEMENT SIDING NO SIGNAGE IS APPROVED WITH THE SITE DEVELOPMENT PLAN. ■■ ■■■ JJ [LILL] L.111.11 H H_1J H_H LILI_L1 HL H_� �H_ ■■ ■ Z 2. COLOR SELECTION IS NOT APPROVED WITH THE SITE DEVELOPMENT PLAN AND MAY BE COUNTED TOWARD THE SIGN IJJ H-_L H H_1J Ili Lull H_1J Ili1J H H_LH_J1 Lill] LA 11.1J H H_LH_H >- i► W �; L11J1 W U J J LJJ 11 W >U J HI 11 1 110111111111111111 ■■ ■I■I■ III 11 W > III 11 l_LJ ILL ■■■ ■■■ L L U J 1JLJ 11 l_LJ a L1L U J 1JLJ 11 LA 1.. 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S. 1 HIS SITE DEVEI oPMEN r PLAN SHAD_ MEE r ALL DI-SIGN ST ANDARDS FOR AR FICULA FION, BUILDING DESIGN, BUILDING I PUSS }3RG, I, u ,l=� a ��u, III, u ,l=� a u � III, Lim, a „ � III, �u I _ �� lu, I� I, =I�_u l u I, �, ILL, I� I, =I�_u l u I, �I�u, I� I, =I I_u l u ,1 �I o MATERIALS AND LLLMLNIS AND ARCHI FLCTURAI FLA FURLS OF SI-CIION 7.04 OF F111- UDC. '* E-JE-JE-JE-JE-J STUCCO TRIM o 0. ALL ROOF, WAI I AND GROUND MOON IFQ MECHANICAL AND I-l_LCTRICAI I-QUIPMENI MUST HE SCRLENFU IN 1 1 ��� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ACCORDANCE WI FH UDC CHAPTER 8. - H H H 1 H H 1 H 1 > 1 H H 1 H 1 > 1 H 1 > 1 H ARC COMMI ['FLIT REVIEW i a M 1. E L - 1.0 '-4" �_ ■---- - ---- -------------�_--_tip- - -■ U ...... - r --r/_--_ -- Hi . FIT WINDLIW ■■■ ■■■ FAUX STONE SILL .91 Y �n ■14■ ■> ■N■ illMINIM ■ ��■ L, ■�■ 1 __ • ■ in■I�i■ _ ■I ■M tram! ■�� � �� ■■■ _ ■il■ ■�7■ r ■�I ■f ■ >1. _ 4y6 DOWNSPOUT .. ... ...I .. .. .. ..■ ... . in.. 1■■. ■. 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R R L HLI 11 H lJ H lJ H lJ H lJ >1L1J1_ 1]M u 1-I1 1 1 1 ll l II l L1 F H H 1 H H H H H LILIL L1Ll ill [Lull R l R l L11 l u l l 1 1 1 1 1 1 III l R l ll l l l 1 1 1 1 pill III �� �1 1 1L1��L1��L1��L1LJ H 6" AZEK T R I M B 0 A R D 0;9 J11.1 [1 l LL I L1 l LL I L1 1.11.1 L H L IIII LLL1_1.111111L1__LLIL LLLi I 11J HII 11 Till 11 Till 11 H 1L1J1 1_L L l l l l l l l l l l l ll l l l R LILL 11 IIII u� 11 111111 l u_ U l U l U l l Wa E JaL E JaL E JJ LJ U l U L E JaL E JaL E JaL E JaL E JJ E1�LL_u1�LL_u1�LL_l 11 111111 �� 1 R I l R I l R I l l l l l l III 1 I I I 1 n �L _aiaa alai J 1111 a I J u I J u I J JJ> >-I 11 I LJ 111 I LJ 111 I LJ 111 I LJ 111 1U.a. . n 1J 1 l l l l L11 l L11 III r •11 11 11 11111 11111 11111 11 I LLL LLLl L1TJLl L1TJL L1 U l 11111 11 I LLL EH LLI ILLLI ILLLI ELJ 1111 U 1 11 1 F I B E R CE M E N T SIDING .1 H U IL>JL R LJJL R LJJL R LJJL RTJ 1 I 1 I KI I I 1 TLII I 1 I G L1 LJJL LLJLI H LI I IIIMI IIIMI IIIMI I 1 I UJL L1 KLI R LJJL L L1LJL L1LJL L1LJL RTJ 1 I 1 TRH I 1 TLITI -A LJL E1J 1 11 _1 1 11 _1 1 11 _1 1 11 _1 1 LJJL ELJJL ELJJL ial ■ ■ ■■ 1 11 _1 1 II I LJ LJ L 1JJL LITJJL LITJJL LITJJL EITJ 1 11 _1 1 G _11 11 1 LJ 1 11 1 LJ 1 11 1 LJ 1 I I LJJL L1 LJJL ELL _.J L1 L1 L1 U I 11 I LLL L1 LLL L1 LLL L1 LJJL ELJ 1111 U 1 111 11 111 11 11 1 U >1■ ■� LJJL L1 LJJL ELJ 1 111 11 111 11 111 11 111 11 I I L1JL L1 LJJL ELJJL ILL CLASS 'A' SHINGLE S ALLU L1a1L HALL E LL l 1111=1 I l 1 U 1 I L 0 L L1 LJJL LIJJJL H LL 1 I l ILI I l ILI I l ILI I 1 1 UJ.LIJLJL iLl iLL L1 I I l 1 U l I 1 1 aL LIJLJL L1a1L L1a1L L LJ 11 I 1 U 1 I l ILI I l ILI I l ILI I l I G 11 G 11 I G 11 LL L1 LJJL L1 LJJLI 1I L H H H 11 H H_L1_ILL H_LIL H_LIL H_LIL LI ii 11 H 11 H 11 H L1 III I I L1 H_ILL H_LILT 11 H 11 H 11 H 11 H LILL LIL H_lIL1l1_lIL1l1_IIJJ H ii EL = 112' 0° LI L1I ILJIJL L1 LJJL L1 LJJL E TJ 1 I I 1 I I U 40 J11l111 H 1JL1J1LJLIJIL> H II Li H II Li H II Li H II LL111L1J1L1_1a L taLlaa L 1 11 H 11 11 H 11 Li H II Li H I 111.1L1LaLla J1L taLla1J1 II Li H II lJ H II Li H II Li H I 111 / AZEK CORNICE TR I M J>MLR UUU U11 11 1 . 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