Loading...
03-06-2018 (Planning & Zoning) Agenda Packet Planning & Commission _( - --/ ' C- � 1 I 7„,.„. . _ t ,,1.1 n _,i ' ifir etopr N., ,...... ,,, ......„._ ‘ ,, t ..„, - f, lisloil or iI f r .r�k;. r r FERdL lr W -ity ♦ G1887G szArE OF TV arc 6, 0 8 Regular Business Meeting Page 1 of 44 nr a le Wylie Planning and Zoning Commission Sg 1 qk " k r NOTICE OF MEETING Regular Meeting Agenda Tuesday, March 6, 2018 — 6:00 p.m. Wylie Municipal Complex— Council Chambers 300 Country Club Road, Building #100 Ron Smith Chair Randy Owens Vice Chair Brad Emerson Commissioner Roger Myers Commissioner Mike McCrossin Commissioner Bryan Rogers Commissioner Jade Duan Commissioner Renae 011ie Planning Director Jasen Haskins Sr. Planner Kevin Molina Planner Mary Bradley Administrative Assistant In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: www.wylietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wylietexas.gov. The Chair and Commissioners request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum. INVOCATION & PLEDGE OF ALLEGIANCE CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Commissioners regarding an item that is not listed on the Agenda. Residents must provide their name and address. The Commission requests that comments be limited to three(3)minutes. In addition, the Commissioners are not allowed to converse, deliberate or take action on any matter presented during citizen participation. Page 2 of 44 March 6,2018 Wylie Planning and Zoning Regular Meeting Agenda Page 2 of 2 CONSENT AGENDA 1. Consider and act upon approval of the Minutes from February 20,2018, Regular Meeting. REGULAR AGENDA Regular Agenda 1. Consider, and act upon a recommendation to the City Council regarding a Final Plat for Kingdom Court Addition to establish 10 residential lots on 11.048 acres within Wylie's ETJ, generally located north of County Road 489 and west of SH 78. 2. Consider, and act upon a recommendation to the City Council regarding a Final Plat for Inspiration Phase 4A consisting of 16.832 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2514) on Inspiration Blvd. 3. Consider, and act upon a recommendation to the City Council regarding a Final Plat for Dominion of Pleasant Valley, Phase 2. The Plat will create 214 single family residential lots and multiple open space areas on 62.849 acres and dedicate the necessary rights-of- way and parkland dedication. Subject property generally located at the southeast corner of Sachse Road and Pleasant Valley Road. 4. Consider, and act upon, approval of a Site Plan for a retail use (Ulta), being Lot 8R-1, Block A of the Woodbridge Crossing Addition, generally located south of FM 544 and west of Springwell Parkway. Public Hearing 1. Hold a Public Hearing and consider, and act upon, a recommendation to the City Council amending Planned Development 2011-29 to allow for self-storage as a peunitted use on 3.19 acres being Lot 3 and part of Lot 4,Block A of Woodbridge Center Phase II, generally located south of the intersection of FM 544 and Woodbridge Parkway. (721 & 731 Woodbridge Parkway). ZC 2018-03 ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on this 2„d of March 2018 at 5:00p.m.as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wylietexas.gov. Stephanie Storm,City Secretary Date Notice Removed Page 3 of 44 Wylie Planning and Zoning 7 Commission CITY OF YLI: Minutes Wylie Planning & Zoning Commission Tuesday February 6, 2018—6:00 pm Wylie Municipal Complex—Council Chambers 300 Country Club Road, Building 100 CALL TO ORDER The Planning and Zoning Commission was called to order at 6:00 p.m. A quorum was present. Commissioners present were: Chair Ron Smith, Vice Chair Randy Owens, Commissioner Brad Emerson, Commissioner Mike McCrossin, and Commissioner Bryan Rogers. Commissioner Roger Myers and Commissioner Jade Duan. Staff present was Renae' 011ie,Development Services Director,Jasen Haskins, Sr.Planner, Kevin Molina, Planner and Mary Bradley, Administrative Assistant. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner Rogers gave the Invocation. Commissioner Myers led the Pledge of Allegiance. CITIZENS COMMENTS Chair Smith opened the Citizens Participation. With no one approaching the Commissioners, Chair Smith closed the Citizen Participation. CONSENT ITEMS Consider and act upon approval of the Minutes from the February 6,2018, Regular Meeting. Board Action A motion was made by Commissioner McCrossin and seconded by Commissioner Myers to approve the minutes for February 6, 2018, as submitted. Motion carried 7 — 0. REGULAR AGENDA Regular Agenda Minutes February 20, 2018 Wylie Planning &ZoningCommission Page 1 of 7 Page 4 of 44 Item 1 — Preliminary Plat Redwood at the Lakes Phase 2 Consider, and act upon a recommendation to the City Council regarding a Preliminary Plat for Redwood at the Lakes Phase 2. The Plat will create 2 lots on 30.58 acres. The subject property is generally located northeast from the intersection of Vinson Road and Allen Road. Staff Presentation Mr. Molina stated that the property totals 30.58 acres and will create two lots. Lot 2, Block A measures 28.42 acres and will contain 118 manufactured residential units and five private streets that will be privately maintained. Lot 3 is zoned Neighborhood Services and measures 2.16 acres, located at the southeast corner of the intersection of Vinson Road and County Line Road. The plat shall dedicate the necessary rights-of-way and utility easements and will be providing a 40 foot screening buffer on the frontage of County Line Road. No on street parking will be allowed as they are designated as fire lane access. Board Discussion The Commissioners questioned the difference between Manufactured Homes, Modular Homes and Travel trailers. Mr. Trent Wagstaff, Yes Communities, 4929 W Royal Lane, Irving, developer for the subject property, stated that the development will be Manufactured Homes. Ms. 011ie asked for clarification, on the language of the fire lanes and easement. Mr. Craig Shelbach, 700 Highlander,Arlington, Engineering firm for the subject property, stated that the 24 foot fire lane will be striped and the language will be on the Final Plat to dedicate as fire lane, access, utility easement. Commissioners questioned the plan for the area of Neighborhood Services. Mr. Wagstaff stated that there is no plan to develop the area at this time. Vice Chair Owens made notation of the direction of the property should be on the southeast intersection of Vinson Road and Allen Road (County Line Road). Board Action A motion was made by Commissioner Vice Chair Owens, and seconded by Commissioner McCrossin, to recommend approval of the Preliminary Plat for Redwood at the Lakes Phase 2. The Plat will create 2 lots on 30.58 acres. The subject property is generally located at the southeast intersection of Vinson Road and Allen Road. Motion carried 7-0. Item 2—Final Plat Inspiration Phase 5A-3 Consider, and act upon a recommendation to the City Council regarding a Final Plat for Inspiration Phase 5A-3 consisting of 3.125 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road (F.M. 2514) on Inspiration Blvd. Minutes February 20, 2018 Wylie Planning & Zoning Commission Page 2 of 7 Page 5 of 44 Staff Presentation Mr. Haskins stated the plat will develop five residential lots and two open space lots on 3.125 acres. The property is located within the City of Wylie Extraterritorial Jurisdiction, generally located north of Parker Road on Inspiration Boulevard. In June 2016 the Council approved the Preliminary Plat.Two revisions were made from the approved plat and the subject plat. The label for Lot 1, Block PP became Lot 4X, to allow for a drainage and pedestrian access easement. Lot 4X from the preliminary plat became Lot 5X. Board Action With no questions for the applicant, a motion was made by Commissioner McCrossin, and seconded by Vice Chair Owens, to recommend approval to the City Council regarding a Final Plat for Inspiration Phase 5A-3 consisting of 3.125 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2514)on Inspiration Blvd.Motion carried 7-0. Item 3 —Final Plat Inspiration Phase 3B-2 Consider, and act upon a recommendation to the City Council regarding a Final Plat for Inspiration Phase 3B-2 consisting of 14.143 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2514) on Inspiration Blvd. Staff Presentation Mr.Haskins stated that the final plat will develop 46 residential lots and one open space lot on 14.143 acres. The property is located within the City of Wylie Extraterritorial Jurisdiction, generally located north of Parker Road on Inspiration Boulevard. In June 2016 City Council approved the preliminary plat. The differences between the final plat and preliminary plat are: Lot numbers in Block MM are ten and not nine; Lot 17,Block JJ is now adjacent to Lot 18 to allow for a larger drainage area. Also, another change was Heavenly Place. City of Wylie does not allow street names to continue when a street turns 90 degrees. Therefore, the name was changed to Eminence Lane. Although on the subject plat Cobalt Bayou Lane turns 90 degrees, before considered by City Council the name will be changed. Board Action A motion was made by Commissioner Meyers, and seconded by Commissioner Rogers, to recommend approval to the City Council regarding a Final Plat for Inspiration Phase 3B-2 consisting of 14.143 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road(F.M. 2514) on Inspiration Blvd. Motion carried 7-0. Minutes February 20, 2018 Wylie Planning &Zoning Commission Page 3 of 7 Page 6 of 44 Commissioner Rogers was excused from participating in Item 4 on the Agenda, due to a Conflict of Interest. Item 4—Site Plan New Heights Baptist Church Parsonage Consider, and act upon a Site Plan for New Heights Baptist Church Parsonage on 8 acres, located at 340 Hooper Road. Staff Presentation Ms. 011ie stated that the property owner/applicant is proposing to develop a parsonage for staff housing and guest quarters. The structure will be 1,730 square foot duplex with a carport.Access to the dwelling will be from the existing concrete drive.New concrete will be poured to connect the existing drive to the dwelling. Board Action A motion was made by Vice Chair Owens,and seconded by Commissioner McCrossin, to approve the Site Plan for New Heights Baptist Church Parsonage on 8 acres,located at 340 Hooper Road. Motion carried 7-0. Commissioner Rogers rejoined the meeting. Item 5—Site Plan Lot 9, Block A of Regency Steel Business Campus Staff Presentation Mr. Molina stated that the property owner/applicant is proposing to develop a two story 4,990 square foot warehouse building with 804 square feet second floor space for a furniture repair and fabrication business. The property is zoned Planned Development 2011-10-1 Light Industrial and is 0.278 acres in size. Light assembly and Fabrication uses are permitted by right within the Planned Development. The Planned Development has standards that allow for shared parking for the total developable area. Three spaces will be provided onsite and three will be shared with the adjacent properties. Board Discussion Commissioners questioned the required parking spaces. Mr. Arnold Musadhan, 6901 Avenue K, Plano, Texas, applicant for the subject property, stated that the business is a family owned and operated furniture restoration. The number of employees/family members is four to five employees. Majority of business is conducted through online website. The facility will not be opened to the public. Board Action A motion was made by Commissioner Rogers, and seconded by Commissioner Duan, to approve the Site Plan on Lot 9, Block A of Regency Steel Business Campus, for a Minutes February 20, 2018 Wylie Planning &Zoning Commission Pa0e 4 of 7 Page 7 of 44 furniture repair and fabrication facility on one lot that measures 0.278 acres, generally located east of Regency Drive and north of Steel Road. Motion carried 7—0. Item 6—Revised Elevation Sargent Addition Consider and act upon a revised elevation for Sargent Addition, for an Office/Warehouse use, located at 1001 Alanis Drive, Lot 1 Block 1 of Sargent Addition. Staff Presentation Mr. Haskins stated that the property is located at 1001 Alanis Drive just east of the intersection of Alanis and Martinez. The property is 1.348 acres in size and is currently zoned Light Industrial (LI). The applicant received approval on a Site Plan in May 2017, however, the applicant wished to make a change to the elevations, namely the façade, to meet the offset requirement in a different manner than approved. The applicant wishes to change from an inlet type of offset to an overhang type of offset. Board Action A motion was made by Commissioner McCrossin, and seconded by Commissioner Meyers, to approve the revised elevation for Sargent Addition, for an Office/Warehouse use, located at 1001 Alanis Drive, Lot 1 Block 1 of Sargent Addition. Motion carried 7-0. Public Hearing Public Hearing 1 —Replat Southside Addition Hold a Public Hearing and consider, and act upon, a recommendation to the City Council regarding a Replat for Southside Addition Lots 43R-48R; being a Residential Replat of Lots 43-46 of the Southside Addition, generally located on Stone Circle 125' east of South Buiiiingham Street. Staff Presentation Mr. Haskins stated that the applicant is requesting a residential replat to establish six residential lots on 0.6428 acres. The purpose of the replat is to reconfigure four lots into six for a townhome development. The entire property is zoned Townhome and the proposed use is allowed by right. Seven notifications were mailed, no comment in favor or in opposition were received of the request. Public Comments Minutes February 20, 2018 Wylie Planning &Zoning Commission Page 5 of 7 Page 8 of 44 Chair Smith opened the Public Hearing. With no one approaching the Commissioners, Chair Smith closed the Public Hearing. Board Action A motion was made by Commissioner Rogers and seconded by Vice Chair Owens, to recommend approval to the City Council regarding a Replat for Southside Addition Lots 43R-48R; being a Residential Replat of Lots 43-46 of the Southside Addition, generally located on Stone Circle 125' east of South Birmingham Street. Motion carried 7 0. The next two public hearings were incorrectly worded on the Agenda. No action was made by Commissioners. Public Hearing 2 —ZC 2018-02 Hold a Public Hearing to consider, and act upon, a recommendation to the City Council regarding a change of zoning from Agricultural — 30 District (AG-30) to Planned Development for Commercial and Industrial uses (PD-CC-LI) on approximately 8 acres, located at 1900 N SH. ZC2018-02 Public Comments Chair Smith opened the Public Hearing. Public Hearing 3 —ZC 2018-04 Hold a Public Hearing to consider, and act upon, a recommendation to the City Council regarding a change of zoning from Agricultural 30 District (AG-30) to Business Government (BG) for Community College use on approximately 54 acres, ZC 2018-04 Public Comments Chair Smith opened the Public Hearing. Ms. 011ie introduced Matthew Sims, a recent Public Administration graduate of University of Texas at Austin, He met with staff and attended the P&Z meeting to get firsthand knowledge of Planning and Local Government. Ms. Bradley stated that the next meeting will be held March 6, 2018. Minutes February 20, 2018 Wylie Planning & Zoning Commission Page 6 of 7 Page 9 of 44 ADJOURNMENT A motion was made by Commissioner Rogers, and seconded by Commissioner McCrossin to adjourn the meeting at 7:09PM. All Commissioners were in consensus. Ron Smith, Chair ATTEST: Mary Bradley,Administrative Assistant Minutes February 20, 2018 Wylie Planning & Zoning Commission Page 7 of 7 Page 10 of 44 OF tv (1°' Wylie Planning & Zoning � AGENDA REPORT Meeting Date: March 06, 2018 Item Number: 1 Department: Planning Prepared By: Kevin Molina Subdivision: Kingdom Court(ETJ Date Prepared: March 01, 2018 Zoning District: ETJ Exhibits: Final Plat Subject Consider, and act upon, a recommendation to the City Council regarding a Final Plat for Kingdom Court Addition to establish 10 residential lots on 11.048 acres within Wylie's ETJ, generally located north of County Road 489 and west of SH 78. Recommendation Motion to recommend approval to the City Council regarding a Final Plat for Kingdom Court Addition to establish 10 residential lots on 11.048 acres within Wylie's ETJ, generally located north of County Road 489 and west of State Hi_hwa 78. Discussion OWNER: Kingsbridge Construction LLC & Chris Goetz APPLICANT: Axis Surveying, LLC The 11.048 acre tract is located in the City's ETJ in the county of Collin and is north of County Road 489 and west of State Highway 78. The Final plat will dedicate 30 feet of Right-of-Way to County Road 489 and create 10 lots that measure approximately 1 acre each. A 100' electrical easement will be located in the rear portion of these lots. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Staff recommends approval subject to additions and alterations as required by the City Engineering Department and Collin County Development Services. The County will review and approve On-Site Sewage Facilities (OSSF). Council consideration on March 27, 2018 Approved By Initial Date Department Director RO 03/02/18 Page 1 of 1 Page 11 of 44 OWNER'S CERTIFICATE & DEDICATION: ( - y LEGEND 0 STATE OF TEXAS § -J LAKE LAVON / D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS COUNTY OF COLLIN § (j M.R.C.C.T. MAP RECORDS, COLLIN COUNTY, TEXAS z <CM> CONTROL MONUMENT �i O 1/2"IRON ROD FOUND WITH YELLOW THE WHEREAS,GILES KINGSBRIDGETHOMPSON S CONSTRUCTIONRVEY, ,ABSTRACT LLC NO.AND925 CHRIS, COL GOETZLINCOU ARENTY,THETEXAS OWNERSAND OFBEING A TRACT OUTOF OFA LANDCALLED LOCATED17.66 INACRE THE DRURYTRACTOF ANGLINLAND SURVEY,CONVEYED ABSTRACTTOTHEM NO. 3 DEED AND T- in r � i�� CAP STAMPED "RPLS 5674" U BY �� (UNLESS OTHERWISE NOTED) RECORDED IN DOCUMENT NO. 20171222001692350, DEED RECORDS, COLLIN COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CC Pebble Beach O MAG NAIL FOUND REMAINDER OF (/)7 Park `/ IRF IRON ROD FOUND KINGSBRIDGE CONSTRUCTION, LLC AND CHRIS GOETZ BEGINNING AT A MAG NAIL FOUND NEAR THE CENTERLINE OF COUNTY ROAD 489 IN THE NORTH LINE OF A TRACT OF LAND DESCRIBED IN DEED TO KENNETH GREEN, ET - // IPF IRON PIPE FOUND DOCUMENT NO. 20171222001692350 UX SHEILA GREEN, RECORDED IN VOLUME 4139, PAGE 2664, D.R.C.C.T., AT THE SOUTHEAST CORNER OF SAID 17.66 ACRE TRACT AND THE SOUTHWEST CORNER OF X BL BUILDING LINE D.R.C.C.T. ROCK RIDGE ADDITION, PHASE ONE, AN ADDITION TO COLLIN COUNTY, TEXAS ACCORDING TO THE MAP THEREOF RECORDED IN CABINET 0, SLIDE 366, MAP RECORDS, Q — DE DRAINAGE EASEMENT SITE COLLIN COUNTY, TEXAS (M.R.C.C.T.); �..\� ,�� C.R.489 rz}i y S89°37'55"E 588.65' THENCE NORTH 88'48'21" WEST, ALONG SAID COUNTY ROAD 489, A DISTANCE OF 873.71 FEET TO A MAG NAIL FOUND IN THE EAST LINE OF KANSAS CITY SOUTHERN 73.01' 73.01'— I- -73.01'— —I 1— -73.01'- -I -73.01'- -1 �- -73.01' -73.01'- - -73.01'- r RAILROAD, A 100 FOOT WIDE RIGHT-OF-WAY, AT THE SOUTHWEST CORNER OF SAID FIRST TRACT; �, Little Ridge 2 I — Park ag‘f -4.59' 7.5' DE� 1 r �' iii, ,OI I IROCK RIDGE TyADIITION, THENCE NORTHEASTERLY, ALONG SAID RAILROAD RIGHT-OF-WAY, THE FOLLOWING FOUR (4) COURSES AND DISTANCES: 1111 Cottonwood Thompsonlidl 100' ELECTRIC TRANSMISSION I O-B CABINET P, SLIDE 542 V Park Gamete •� NORTH 22'18'23" EAST, A DISTANCE OF 199.00 FEET TO A 1 2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "RPLS 5674" FOUND FOR CORNER; ,, �� LINE EASEME I I M.R.C.C.T. / i� VOLUCME E OFTY GARLAND, PAGE D739 �ry D.R.C.C.T. NORTH 24'19'29" EAST, A DISTANCE OF 200.00 FEET TO A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "RPLS 5674" FOUND FOR CORNER; NORTH I .ry ; LOT 6 LOT 5 NORTH 26'20'33" EAST, A DISTANCE OF 200.00 FEET TO A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "RPLS 5674" FOUND FOR CORNER; LOCATION MAP - - ___ __k - — 1 _ NOT TO SCALE t NORTH 28'21'36" EAST, A DISTANCE OF 109.26 FEET TO A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "RPLS 5674" SET FOR CORNER; ^^ 1/2"IRF WITH YELLOW �V' CAP STAMPED "EC&D THENCE SOUTH 89'37'55" EAST, LEAVING SAID RAILROAD RIGHT-OF-WAY, A DISTANCE OF 588.65 FEET TO A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED RPLS 5439" ® "RPLS 5674" SET FOR CORNER IN THE WEST LINE OF ROCK RIDGE ADDITION, PHASE TWO-B, AN ADDITION TO COLLIN COUNTY, TEXAS ACCORDING TO THE MAP THEREOF RECORDED IN CABINET 0, SLIDE 366, M.R.C.C.T.; OOP JAMES C. MURRAY AND WIFE, N ANNAGENE MURRAY O THENCE SOUTH 01'11'39" WEST, PASSING AT A DISTANCE OF 141.30 FEET A 1/2 INCH IRON ROD WITH A YELLOW PLASTIC CAP STAMPED "EC&D RPLS 5439" FOUND AT SECOND TRACT �0'I' �. THE WEST COMMON CORNER OF SAID ROCK RIDGE ADDITION, PHASE TWO-B AND SAID ROCK RIDGE ADDITION, PHASE ONE, AND CONTINUING FOR A TOTAL DISTANCE OF VOLUME 4940, PAGE 1185 656.30 FEET TO THE POINT OF BEGINNING AND CONTAINING 481,254 SQUARE FEET OR 11.048 ACRES OF LAND, MORE OR LESS. D.R.C.C.T. v O cv `v BLOCK 1 "h rt ^ NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:vc 4ci * 5' D E--I -- hZ O THAT KINGSBRIDGE CONSTRUCTION AND CHRIS GOETZ, ACTING HEREIN BY AND THROUGH THEIR DULY AUTHORIZED OFFICERS, DO HEREBY ADOPT THIS PLAT DESIGNATING 4O THE HEREIN ABOVE DESCRIBED PROPERTY AS KINGDOM COURT PHASE ONE, AN ADDITION TO COLLIN COUNTY, TEXAS, AND DOES HEREBY DEDICATE, IN FEE SIMPLE, TO k?° THE PUBLIC USE FOREVER, THE STREETS, RIGHTS-OF-WAY, AND OTHER PUBLIC IMPROVEMENTS SHOWN THEREON. THE STREETS AND ALLEYS, IF ANY, ARE DEDICATED al a a d o� N FOR STREET PURPOSES. THE EASEMENTS AND PUBLIC USE AREAS, AS SHOWN, ARE DEDICATED, FOR THE PUBLIC USE FOREVER, FOR THE PURPOSES INDICATED ON THIS � °0 °' N N r<i PLAT. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ROCK RIDGE ADDITION, GjQ' ` `� CO C° m N M PHASE ONE AS SHOWN, EXCEPT THAT LANDSCAPE IMPROVEMENTS MAY BE PLACED IN LANDSCAPE EASEMENTS, IF APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE. IN __° w w cc CABINET 0 SLIDE 366 ADDITION, UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE OR USING THE SAME UNLESS w U ccoo M.R.C.C.T. THE EASEMENT LIMITS THE USE TO PARTICULAR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE PUBLIC'S AND CITY OF WYLIE'S USE THEREOF. THE p -"� -' !'� !� °i 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 APPROXIMATE SURVEY LINE 6P- - - = = I ( OTHER IMPROVEMENTS OR GROWTHS WHICH MAY IN ANY WAY ENDANGER OR INTERFERE WITHTHE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF THEIR RESPECTIVE E 0 T E I E -z - ,. - - - ,. o - M DRURY ANGLIN SLRVEY ABSTRACT NO. 3 SYSTEMS IN SAID EASEMENTS. THE CITY OF WYLIE AND PUBLIC UTILITY ENTITIES SHALL AT ALL TIMES HAVE THE FULL RIGHT OF INGRESS AND EGRESS TO OR FROM N 0? z z z`1 z Z-I z z z I - - - THEIR RESPECTIVE EASEMENTS FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING, READING METERS, AND ADDING TO OR *iv -p :- GILES THOMPSON SURVEY ABSTRACT NO. 925 GRAPHIC SCALE N N THIS PLAT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE CITY OF WYLIE, TEXAS. 60 30 0 60 2ry•� LOT 1 I LOT 2 LOT 3 LOT 4 LOT 5 LOT 8 WITNESS, MY HAND, THIS THE ___ DAY OF , 2018. LOT 6 LOT 7 LOT 9 LOT 10 LOT 1 LOT 2 (IN FEET) z I inch= 60 ft. AUTHORIZED SIGNATURE OF OWNER AUTHORIZED SIGNATURE OF OWNER r PRINTED NAME AND TITLE PRINTED NAME AND TITLE 1.083 ACRES 1.027 ACRES 1.036 ACRES 1.038 ACRES 1.040 ACRES 1.042 ACRES 1.043 ACRES 1.045 ACRES 1.047 ACRES 1.049 ACRES STATE OF TEXAS § 47,162 SF 44,754 SF 45,144 SF 45,220 SF 45,297 SF 45,374 SF 45,451 SF 45,528 SF 45,605 SF 45,682 SF COUNTY OF COLLIN § TYPICAL LOT DETAIL CD IITO SCALE IIBEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED .O coo OWNER, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME co' FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED. 4. 7.5' DE - - —_ — — ,Ev -I 7N 50' BL GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS ___ DAY OF , 2018. .-10' DE Ai -�- -- —I f— -I- 50' BL L 50' BL 2 1 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 5' S' 196.13' _1/2"IRF WITH YELLOW -, �- 15' DE - 82.00' 73.00' 73.00' I 73.00' 73.00' 73.00' 73.00' I 73.00' CAP STAMPED "EC&D- N88'48'21"W 862.13' RPLS 5439" to 73.00' MY COMMISSION EXPIRES ON: 30' RIGHT-OF-WAY DEDICATION COUNTY ROAD NO. 489 0.598 ACRES N88°48'21"W 873.71' 26,038 SF rro STATE OF TEXAS § M o COUNTY OF COLLIN § ro BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED \POIN_OF OWNER, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME - BEGINNING FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED. / LOT 12 LOT 11 LOT 10 MAG NAIL FOUND FOR CORNER / LOT 9 FROM WHICH CITY OF WYLIE GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS ___ DAY OF 2018. / MONUMENT S56 51'47"W, 29,073' COUNTRY ESTATES MARISA ELAINE RICHTER AND 50' BL / CABINET N, SLIDE 792 DARNELL A. WAGONER KENNETH GREEN, ET UX BRANDI MCBRIDE / M.R.C.C.T. DOC.N0.20150902001120850 SHEILA GREEN DOCUMENT NO. / D.R.C.C.T. VOLUME 4139, PAGE 2664 20130705000938530 NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS D.R.C.C.T./ D.R.C.C.T. / / MY COMMISSION EXPIRES ON: RIGHT-OF-WAY / NOTES: SURVEYOR'S CERTIFICATE: "RECOMMENDED FOR APPROVAL" 1. BASIS OF BEARINGS DERIVED FROM THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, EXPECTATIONS OF BEING ACCEPTED INTO THE COUNTY ROAD INVENTORY, MUST BE EVEN KNOW ALL MEN BY THESE PRESENTS: FINAL PLAT NORTH CENTRAL ZONE AS DERIVED FROM THE WESTERN DATA SYSTEMS VRS NETWORK. WITH THE EXISTING DRIVING SURFACE. CHAIRMAN, PLANNING & ZONING COMMISSION DATE 2. THE SUBJECT TRACT LIES WITHIN ZONE X (UNSHADED), DEFINED AS "AREAS DETERMINED 13. CONTRACTOR IS RESPONSIBLE FOR DAMAGES TO EXISTING COUNTY ROADS. COLLIN COUNTY THAT I, SEAN SHROPSHIRE, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND CITY OF WYLIE, TEXAS ACCURATEKINGDOM COURT AND THE CONTRACTOR SHALL DOCUMENT THE EXISTING COUNTY ROAD PRIOR TO AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON AS SET TO BE OUTSIDE THE 0.2� ANNUAL CHANCE FLOODPIAIN" AS IDENTIFIED BY THE FEDERAL WERE PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE SUBDIVISION PHASE 0 N E EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) AS SHOWN FOLLOWING CONSTRUCTION. "APPROVED FOR CONSTRUCTION" ON COMMUNITY PANEL NO. FM48085C0435J, DATED JUNE 2, 2009 FOR COLLIN COUNTY, ORDINANCE OF THE CITY OF WYLIE. TEXAS AND INCORPORATED AREAS. 14. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING COUNTY ROAD DITCHES. THE N, DRAINAGE PLAN SHALL INCLUDE ANY EXISTING COUNTY ROAD DITCH WHICH BORDERS A 10 RESIDENTIAL LOTS N 1 1 .048 ACRES 3. ALL LOT CORNERS ARE MONUMENTED WITH A 1 2 INCH IRON ROD WITH A YELLOW CAP SUBDIVISION. THIS DOCUMENT IS NOT TO BE MAYOR, CITY OF WYLIE, TEXAS DATE / RECORDED FOR ANY PURPOSES AN ADDITION TO COLLIN COUNTY, TEXAS STAMPED "RPLS 5674" UNLESS OTHERWISE NOTED. 15. DEVELOPERS SW3P MUST INCLUDE COUNTY DITCHES AFFECTED BY SUBDIVISION. SEAN SHROPSHIRE DRURY ANGLIN SURVEY N ABSTRACT NO. 3 4. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY REGISTERED PROFESSIONAL LAND SURVEYOR "ACCEPTED" 16. BLOCKING THE FLOW OF WATER OR CONSTRUCTION IMPROVEMENTS IN DRAINAGE AND THE GILES THOMPSON SURVEY N ABSTRACT NO. 925 ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES EASEMENTS AND FILLING OR OBSTRUCTION OF THE FLOODWAY IS PROHIBITED. AND BUILDING PERMITS. NO. 5674 COLLIN COUNTY, TEXAS 5. WATER SERVICE PROVIDED BY EXISTING WATER LINE LOCATED ALONG THE NORTH SIDE OF 17. EXISTING PAVING, UTILITIES, FENCES, ETC., DAMAGED BY THE CONSTRUCTION OF THE STATE OF TEXAS § MAYOR, CITY OF WYLIE, TEXAS DATE JANUARY, 2018 SCALE: 1"=60' COUNTY ROAD 489 IAS PROVIDED BY EASEMENT TO COPEVILLE WATER SUPPLY PROPOSED IMPROVEMENTS SHALL BE REPLACED TO A CONDITION EQUAL TO OR BLUER COUNTY OF ELLIS § CORPORATION RECORDED IN VOLUME 561, PAGE 43, D.R.C.C.T. THAN ITS ORIGINAL CONDITION. THE CONTRACTOR SHALL MAKE THESE REPAIRS AT HIS OWN EXPENSE. THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF WYLIE, TEXAS, HEREBY CERTIFIES THAT THE OWNERS 6. COLLIN COUNTY IS RESPONSIBLE FOR MAINTENANCE OF STREETS WITHIN UNINCORPORATED BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON FOREGOING FINAL PLAT OF THE SUBDIVISION OR ADDITION TO THE CITY OF WYLIE WAS SUBMITTED TO AREAS COVERED BY THIS PLAT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL, WARNING AND SAFETY THIS DAY PERSONALLY APPEARED SEAN SHROPSHIRE, LAND SURVEYOR, KNOWN TO ME TO BE THE THE CITY COUNCIL ON THE DAY OF 2018, AND THE COUNCIL, BY FORMAL ACTION, THEN AND THERE KINGSBRIDGE CONSTRUCTION, LLC AND CHRIS GOETZ DEVICES UNTIL ALL WORK HAS BEEN ACCEPTED BY COLLIN COUNTY. PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME ACCEPTED THE DEDICATION OF STREETS, ALLEY, PARKS, EASEMENT, PUBLIC PLACES, AND WATER AND 1591 LAKE ROAD, LAVON, TX 75166 W 7. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PREVENT TRACKING OF MUD AND THAT HE EXECUTED THE SAME FOR THE PURPOSE AND CONSIDERATIONS THEREIN EXPRESSED. SEWER LINES AS SHOWN AND SET FORTH IN AND UPON SAID PLAT AND SAID COUNCIL FURTHER 214 778-7272 z /OR SOILS ONTO EXISTING AND /OR NEW PAVEMENT. ANY TRACKING THAT OCCURS SHALL 19. UTILITIES PLACED UNDER ANY EXISTING ROADWAY AND/OR PAVED DRIVEWAY SHALL REQUIRE AUTHORIZED THE MAYOR TO NOTE THE ACCEPTANCE THEREOF BY SIGNING HIS NAME AS HEREINABOVE 0 BE REMOVED IMMEDIATELY BY THE CONTRACTOR. A PERMIT AND SHALL BE INSTALLED BY BORING OR TUNNELING UNLESS OTHERWISE GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS ___ DAY OF 2018. SUBSCRIBED. APPROVED. OPEN CUTTING OR TRENCHING OF A COLLIN COUNTY ROAD SURFACE WILL ENGINEER uJ REQUIRE A FEE IN ADDITION TO THE REPAIR COST PER LOCAL GOVERNMENT 8. MAIL BOXES SHALL MEET USPS SPECIFICATIONS. ION DESIGN GROUP Q CODE 240.907. ONLY PIPE DIAMETERS OF 30" OR GREATER WILL BE ALLOWED TO OPEN WITNESS MY HAND THIS DAY OF , A.D., 2018. I 9. COLLIN COUNTY PERMITS ARE REQUIRED FOR ON-SITE SEWAGE FACILITIES, ENTRANCE, AND CUT A COUNTY ROAD. PERMITS ARE REQUIRED FOR ANY WORK WITHIN COUNTY RIGHT OF 7075 TWIN HILLS AVENUE, SUITE 350, DALLAS, TX 75231 a. DRIVEWAY CULVERTS. WAY. (214) 370-3470 (- NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS 10. CULVERT PERMITS ARE REQUIRED AT ALL EXISTING COUNTY ROAD TIE-INS. CITY SECRETARY SURVEYOR 0 11. DRIVEWAYS SHALL MEET CULVERT PERMIT REQUIREMENTS. DRIVEWAYS THAT DO NOT MEET MY COMMISSION EXPIRES ON: CITY OF WYLIE, TEXAS 0 CULVERT PERMIT REQUIREMENTS SHALL BE REMOVED AND CORRECTED AT THE flA X I S P.O. Box 575,Waxahachie, Texas 75168 CONTRACTOR'S EXPENSE. III Ph: (214)903-8200 info@axis-survey.com lilt u Rv�v I N TBPLS Firm No. 10194367 - 12. ALL PRIVATE DRIVEWAY TIE-INS TO A COUNTY MAINTAINED ROAD, OR ROAD WITH I,IIII I REVISED: FEBRUARY 26, 2018 170024 1 OF 1 CAB. ,PAGE t . Wylie Planning and Zoning Commission r .1887., AGENDA REPORT Meeting Date: March 6, 2018 Item Number: 2 Department: Planning Prepared By: Jasen Haskins Subdivision: Inspiration Date Prepared: February 28, 2018 Zoning District: N/A-Wylie's ETJ Exhibits: Final Plat Subject Consider,and act upon, a recommendation to the City Council regarding a Final Plat for Inspiration,Phase 4A consisting of 16.832 acres to establish single family residential lots for a master planned development within Wylie's ETJ,generally located north of Parker Road(F.M. 2514) on Inspiration Blvd. Recommendation Motion to recommend approval to the City Council regarding a Final Plat for Inspiration,Phases 4A consisting of 16.832 acres to establish single family residential lots for a master planned development within Wylie's ETJ, generally located north of Parker Road F.M. 2514) on Inspiration Blvd. Discussion OWNER: St. Paul Inspiration,LLC APPLICANT/ENGINEER: Kimberly K. Cornett,P.E., CFM This Final Plat for Phase 4A of Inspiration represents 29 residential lots and four open space lot on 16.832 acres. The Preliminary Plat for this Phase was approved by City Council in June 2016. There are a few differences between this final plat and the preliminary plat. - Lot 24 Block JJ is now Lot 3X to keep with Wylie's open space naming convention and lengthened to run along Azure Pearl Trail. - All of the MM block lots have been renumbered for organization. - Lots 20 and 21 have become an open space lot, 3X. Inspiration is an approximate 700 acre master planned community; special municipal utility district (MUD) located in unincorporated Collin County and the Extraterritorial Jurisdiction of Wylie, St. Paul, and Lucas. When complete, the development will consist of approximately 1,400 single family lots of varied densities and multiple open space areas and a WISD elementary school site.In accordance with the approved development agreement;the MUD shall comply with City's Subdivision Regulations and plat requirements for properties within Wylie's ETJ. The development agreement adopted in October, 2011. requires that the average lot size be 8,500 square feet and unit density be no more than 2.65 per acre for the development within the Wylie ETJ. The combined average of the lots in all phases of the master planned community will comply with the requirements in the development agreement. Staff Recommends approval subject to additions and alterations as required by the City Engineering Department. This item will be considered by Council on March 27, 2018 Approved By Initial Date Department Director Page 1 of 1 Page 13 of 44 -_ ( HOLLY\� DgyTONA CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH CITY,_ ` i �c=nis BEND i i Cl 27°35'48" 305.00' 511°03'06"W 145.49' 146.90' 14 1 E LEN ov C2 35°48'58" 30.00' N28°24'23"E 18.45' 18.75' 22 `' V •' � °EAS �H ANC C3 43°24'58" 120.00' N24°36'23"E 88.77' 90.93' 0 i1'v' 44 O' O' 3\sr LE° F LOT AREA TABLE 2 O �,, \ LOT BLOCK Sq.Ft. ACRES 12 Q C4 64°55'07" 30.00' N35°21'27"E 32.20' 33.99' �p6 v' �� ��' TO 6L 9 �� �2 RID,- ✓ C5 1°07'22" 425.00' N67°15'20"E 8.33' 8.33' 1 © '0 1Ti,, 3X BLK JJ 65479 1.503 ' 69.74' 2X BLKMM 401 0.009 23 s o. C6 10°39 20 375.00' N61°21 59 E 69.64' �' o' �v S 45 ��� C7 2°04'34" 275.00' N57°25'36"E 9.96' 9.97' 28 BLKMM 16384 0.376 s�� 1 1 �'��5� '�tl #. ti104 �� RP°rk�°`° Ej• W „ „ 29 BLKMM 14829 0.340 s \ N�. l25 Q 5'Z' .' 'A`1-� ©,� SUBJECT ,� �� C8 12°53 39 225.00' S62°50 08 W 50.53' 50.64' t ^ C9 37°23'38" 400.00' N47°59'S0"E 256.45' 261.06' L '0.,,�›•. �/ , C10 27°05'18" 350.00' N42°50'40"E 163.94' 165.47' 30 BLKMM 14829 0.340 ��� 24 .. • F �, ' �' s`s TRACT TRACT NO. 4424 31 BLKMM 14259 0.327 �� \ 1 0 46 �✓C \ I Q C11 58°36 24 300.00' N85°41 31 E 293.66' 306.86' UNITED STATES OF AMERICA \ SS �'. N \ N S° oSA E C12 28°21 35 350.00' S50°05 51 E 171.48' 173.24' 32 BLKMM 12320 0.283 q O! 19, / ,/ < \•7 1 C13 58°36'24" 280.00' N04°18'29"W 274.08' 286.41' VOLUME 736, PAGE 833 30 Imo\ \ �67 6,„ A°' o ' L30�" -�� 0- .. „ , D.R.C.C.T. 33 BLKMM 12320 0.283 �1j 6 C14 90°00 00 50.00' N78°36 41 W 70.71' 78.54' OF - - - - - - ' - }�\ .> ,. 34 BLKMM 12320 0.2$3 �►� g '� � �� A w BgoAZTEc C15 90°00 00 75.00' S78°36 41 E 106.07' 117.81' �, „ „ BEGINNING COE MON 4424-15(R ) 35 BLKMM 12874 0.296 \ �I) '�°' r .'� \'e �^ �� V \‘� 4p-\�/ i ql o ® PARKER , t'enePter�y \ C16 90°00 00 25.00' S78°36 41 E 35.36' 39.27' D. S. v` p� LINE BEARING DISTANCE LINE BEARING DISTANCE \� y pry 36 BLKMM 15381 0.353 \ \ �'� 3X ,�'.0`. 1X \ o _ L1 S89°14'08"W 63.32' L20 N33°36'41"W 65.00' �\ �1 37 BLK MM 14793 0.340 \ BLOCK PP , \ '� AKEwA 0 L2 S20°00'17"E 14.14' L21 N12°30'01"W 25.29' �\C\ sti, ~ 8 '' d 2 �� y ' w 38 BLKMM 15633 0.359 +/ `�6' , �O A gar L3 S65°00'17"E 1.00' L22 S65°00'17"E 64.12' �� a Fj 1 n w 39 BLKMM 17997 0.413 33 e 23• ANc ( f L4 S24°59'43"W 50.00' L23 S35°55'03"E 57.98' \ \ 1 c) BLOCK CC ,��` �, 560. •°j `� �CON76 43' 61' SORA� ' oR \IE, Q L5 N65°00 17 W 35.96' L24 N24°59 43 E 34.23' \. A. 6 > �` 4 f �O 9 v 40 BLKMM 19028 0.437 7 MON 14/ •02' vl SAIILT \ CITY !F L�JCA , TJ 14.85 �� 199 S9•• 4424 . 23 L6 S24°59'43"W 140.00' L25 S33°36'41"E 20.00' \ w w 41 BLK MM 18846 0.433 Vy '. •)9, E` APPROXIMATE 11�RM� 9.6�r PARS _ �/ °\ \ o 0 \`R CITY OF YL ETJ / SURVEY LINE ,-MEADOWLARK L7 N71°55'S4"W 78.35' L26 S56°23'19"W 20.00' ©°\ 3X r ©\ 42 BLKMM 13241 0.304 �ji CAPPIE J \ L8 S77°34'31"W 73.77' L27 N63°32'06"E 79.03' V \ BLOCK JJ - - LJ �RKAI`PKr I VrEw �- �° 43 BLKMM 12320 0.283 S 47 <v Q`' ~ P' � L9 S56°46'44"W 95.32' L28 S69°47'12"W 14.19' t-3 Cis L ©�\� 6 h 604 \J� Sw/ \� ' " 122.62' ' " 13.85' L 44 BLKMM 12320 0.283 3 /' x L10 S78°51 09 W L29 N 10°14 08 E CP. \ 2 w' ? ,5 O° °8 9 F VICINITY MAP L11 N23°18'21"W 50.00' L30 S84°47'25"E 15.77' tS is4 / 4/ o w \ 45 BLK MM 13324 0.306 y M 4�, w > L12 N33°20'43"W 139.11' ��1p' +1g < C14 e © 46 BLKMM 14741 0.338 � -4- a � NOT TO SCALE _ L13 N17°12'35"E 129.60' 23 ! �s • , 7,1' `S' •� °� 3X BLKMM 32539 0.747 5 ��M , L14 N34°53'35"E 88.42' 1. y �' o' 1 \\\� \ / h S60" 48 L15 N48°05 34 E 114.31' s_ ' p �,4� cb' V� ?0 .' .. S 1 O \ 47 BLK MM 17961 0.412 -\' 0 47' •J h L16 N33°16'56"E 141.75' �� �� �,,.'' �p� �,� w/�\ 48 BLK MM 18115 0.416 A� 4 Vj O `;29, F 41 /4,,,� L17 N11°17�48W 140.67' 9� ��0 NL $ �` Lp 49 BLKMM 17664 0.406 °j L18 N69°06 21 W 49.10' $1I' ill:2 G /4 / 1 � \ 0 50 BLK MM 17213 0.395 am �` L/ o,. L19 N56°23'19"E 133.54' ,+� <.jA�. 28 `' 560° 49 \h 1$ '� L25 1 '� 51 BLK MM 17547 0.403 *Ig)_;;)' 19 4/, �\19 s.18 g�61 �� o ��26e- 5\ \�FQ 52 BLK MM 16593 0.381 51 876, F �c�AltS018 0� S\ V ' 0. �� \6� 1 BLKoo 18149 a417 INSPIRATION, PHAS 38-1 �q \ v27 2X 2 BLK 00 14281 0.328 50 A -,` BLOCK MM 29,���F,� 3 BLKoo 16138 0.370 CABINETP.R.0 C.TAGE 521 2coo ��°47's"ON ' \ , ���� ��� may .. c\ U�t. cptp °�� 1 u\ 0 4 BLK 00 14958 0.343 h 9`.0 ,9 E` �\ oCA °� io10,,\ 6 (D 1 h 4 \ \ 2X / / �j*00, s v., 1X BLK PP 34275 0.787 `. y 3� ��\ 0 51� 26 � ���n • ��9+c, \� ��o� 1 'S�•2 �;" '�V� � TRACTN0. 4424 ::::: o o , / UNITEDSTATESOFAMERICA ©\�o© \ �� �� ' �.Fc� 2 VOLUME 736, PAGE 833 •r: COE MON 4424-16(RM) �J► 00. Ifc).(\ 1 <o� 25 31 ,,: �'�,� �ti 52 D.R.C.C.T. 100 50 0 100 �< 16 1 1 y �o ti��o �` ��� Foo TRACT NO. 4424 , / A 0� ��� u'. rO1 N o ''6 t7�O <� / • ° o \ �� �"d,v j UNITED STATES OF AMERICA -_ ,� 1x o 7\- 4 24 �,'�6' �� VOLUME 736, PAGE 833 :, BLOCK MM �. SCALE IN FEET \ 2 10 32 ' - ?ti D.R.C.C.T. c 0 \�, �r 1 = 100 F 'c`��' .. 54 �� CP cp �,��� � I� O. 1 X is ° \ A \ 5 ti 23 O. v 1bp. s\ BLOCK CC A' GC° z �A . . 14 �� <0 INSPIRATION, PHAS 38-2 ----0 us 33 \ 4 PN E a15 \ ©° COE MON 4424-9(RM) �� \� 0� CABINET 2018, PAGE 4�''6' `p0 .1> 6 %, SP\tcr• 06' PPG R �o o° \\ \ 4 8 P.R.C.C.T. 22 '�,300, �y6�Lpo ►► �g�NE� R C•C M IE 5� co ©©�°© 2 <0 1 3 �� \ \ C E V �� �\ c \ 1X DR " \� 5 �� ���� 21 u'® 34 ���,�•. Ili s �© FIAgD BLOCK BB 45' BLOCK PP V \ \ 130 \ �' 1b` S29°18'01"W .4. / 3 \� 6 �A v e \ o 28.60' \ 0� \� 13 20 0�,, 35 ' 9'F, `I. LS O tP y `� 'S� v COE MON 4424-10(RM) 4 - 7 rn 5��v�� °�- 2X v5 2X INSPIRATION, PHASE 3A \ 104I -' 16 \ BLOCK Z �� S ��5 BLOCK PP CABINET 2016, PAGE 815 5 8 6<�C? 14 19 36 •�,N �25 P.R.C.C.T. INSPIRATION, PHASE 3B-1 10 ��q << ��6�1� s Goo. INSPIRATION, PHASE 3C ���� CABINET 2017, PAGE 521 9 ��� o - CABINET 2016, PAGE 819 <, 15 6 P\.CSC T.\ 9 cb\,00 /_,,/ �.ti 37 + . P.R.C.C.T. ��o � ° ® 1 6 ,�°� 3X \ ` ' \\\\\ S62`1 COCA- 6�'� O� `� \ 10 \�6< \ BLOCK PP a_ 14 7 A� 8 G�\\ 18 w�1�•468'F�M �� ��ola:. \ \� N 7 \ v a� 38 zr c © © �� �V�. 1 s�0 3X A 0 13 8 1 6 �\ 0� 18 �,�:`'�, 83•14,36,, BLOCK JJ FINAL PLAT < 9 / N ��v 12 0 �, �� 0 139.48 � w� �t _ , OF 19 INSPIRATION, PHASEZ3B-3 11.02 N 16 0 3 L1S S33°36 41 E o / 5 CABINET 2017, PAGE 611 1p�� �,� j 40 39 74.33 INSPIRATION ® 1 1 20 15 4 •; R V• 41 N o �j� COE MON 4424-14(RM) PHASE 4A I \ 4 g�oc�6g1 y 00 44 emu' 42 O.6'', / rri�1 0'UE 33 e� 25� C) 10 14 #c $" o,* , V -9:44/'- --tt� / LOT 3X, BLOCK JJ; LOTS 28-52, 2X & 3X, BLOCK MM; 9 0 �� / \ \ 21 �1 ��' '�0 v �, LOTS 1 -4, BLOCK 00; & LOT 1 X, BLOCK PP Q O �,, ^- 0 6 \� / A\ 3 'V\ t)* ��� 43 O' N � C 1 1 I L ' 0 �,, e v ��3 OUT OF THE X , \ \\ 2 2 \ o ,� �' , 2_20- --10,3,s0 X 2 �, oo,,,, 422 LEROY FARMER SURVEY, ABSTRACT NO. 334, \� \�� v 12 6 0 `�� 44 �p0' $ ��o'y �® v THE ORPHA SHELBY SURVEY, ABSTRACT NO. 799, 1X \ \ ,; 1p '0"6+, / VV..D.t) ' ti\�5g� -u"' o �S AND THE JOSIAH TURNHAM SURVEY, ABSTRACT NO. 919 w BLOCK HH 1 \ 23 \ s oo.�''� S ti��• � P. 3 • N o IN THE CITY OF WYILE, E.T.J. AND va / o s 45 t� o� s 1, M 4 \ V 11 v��•; A� 40' ti%$ 0..0 p. O THE CITY OF LUCAS E.T.J. \ •��°` '��o�o ���/ ��\ / o0-`p z �� COLLIN COUNTY, TEXAS 0 - \ \\ -',, \ Jp. 'r ti� 2 168.422 ACRES z - �� ��� 24 v� ,� oS. F e O 73 7 78.3.5, ST. PAUL INSPIRATION, LLC. IZ , \© \ 10 \ \ 46 c / L `is, o0 3s C.C.# 20161020001419540 16.832 ACRES m NOTES: \�q \\ O�'. SSS, / < �N �,9 v, �,0,bri, La `� O.P.R.C.C.T. COE MON 4424-13(RM) 29 RESIDENTIAL LOTS 1. BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE Imo© �Lo �616�F � L30� y �\ v A.� BROKEN 4 NON-RESIDENTIAL LOTS COORDINATES, NORTH CENTRAL ZONE, NAD83 (NAD83 r', j (2011) EPOCH 2010), DETERMINED BY GPS OBSERVATIONS, CH .,'•0� ^�� % �� MATCH �NE DENTON CORS ARP (PID-DF8986)Li CALCULATED FROM DALLAS CORS ARP (PID-DF8984) AND \\ S 3X ,Ec° `t� 1X s' Xe) ��\Q� �<9 N �y SHEET 1 OF 2 o 3 2 "� N 2. ALL CORNERS ARE 5/8" IRON ROD WITH YELLOW 8 \ / ^ BLOCK PP 1� C�2'0„� M f0 M PLASTIC CAP STAMPED "JACOBS", UNLESS �' r . \�, e 6 6 " OWNER/DEVELOPER: ST. PAUL INSPIRATION, LLC. OTHERWISE SPECIFIED. 33 � S ° \ � � � N7 e ' 23° 6j''61, �O N i�• n 3. LANDSCAPE, MAINTENANCE AND ACCESS EASEMENTS / v VI 0��� C 43 ss y 8200 DOUGLAS AVENUE v ARE PRIVATE AND DEDICATED TO THE INSPIRATION CITY F L CA', TJ 7 14.85' �et 79_ ,59"<<. / C)/ APPROXIMATE 4 24-7 239•s'�2' SUITE 300 HOMEOWNERS ASSOCIATION. o CITY OF frYLI: ETJ `' 9 / SURVEY LINE M DALLAS, TEXAS 75225 '1`) LEGEND 5' w w o•� AcoBs COE MON CORPS OF ENGINEERS MONUMENT FOUND 6 h S60° 47 \J�� w4' z PHONE 214-750-1800 o DE DRAINAGE EASEMENT \� , ��� 208 �S9,, �� ENGINEER SURVEYOR: x PAE PEDESTRIAN ACCESS EASEMENT 1 tii M 4�, F / 0> / > SSE SANITARY SEWER EASEMENT 4- D S76.43, UE UTILITY EASEMENT C .N /,,,,v a 1 p"t y BL BUILDING LINE 5 \ M , .� ,S60. 48 0j 816'64' ® 1999 BRYAN STREET, SUITE 1200 K, S.F.SF SQUARE FEET i Q -0 , ,/ O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS, COLLIN <v w' 2 �S / DALLAS, TEXAS 75201-3136 COUNTY, TEXAS / 4" a 00 032 9 F :w TRACT NO. 4424 P.R.C.C.T. PLAT RECORDS, COLLIN COUNTY, TEXAS 4 ,y �" 9 oo"� UNITED STATES OF AMERICA PHONE 214-638-0145 FAX 214-638-0447 D.R.C.C.T. DEED RECORDS, COLLIN COUNTY, TEXAS �/ / 000' VOLUME 736, PAGE 833 TBPLS FIRM# 10152300 -I (RM) RECORD MONUMENT h S60• 49 / D.R.C.C.T.h� D.R.C.C.T. COE MON 4424-12(RM) THIS PLAT FILED IN FEBRUARY 2018 STREET NAME CHANGE > / •?- 70�,s,,. �� ..� i `� OWNER'S CERTIFICATION THENCE, CONTINUING OVER AND ACROSS SAID 168.422 ACRE TRACT AND ALONG THE STATE OF TEXAS )( EAST LINE OF SAID INSPIRATION, PHASE 3B-1, THE FOLLOWING COURSES AND COUNTY OF COLLIN DISTANCES: if WHEREAS ST. PAUL INSPIRATION, LLC., IS THE SOLE OWNER OF A 16.832 ACRE TRACT ALONG THE SOUTH LINE OF SAID LOT 1 X AND ALONG SAID NON-TANGENT CURVE `l OF LAND SITUATED IN THE LEROY FARMER SURVEY, ABSTRACT NO. 334, THE ORPHA SHELBY SURVEY, ABSTRACT NO. 799 AND THE JOSIAH TURNHAM SURVEY, ABSTRACT TO THE LEFT, AN ARC DISTANCE OF 69.74 FEET TO A 5/8" IRON ROD WITH NO. 919, CITY OF WYLIE E.T.J. AND THE CITY OF LUCAS E.T.J., COLLIN COUNTY, YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF TEXAS, AND BEING PART OF A 168.422 ACRE TRACT OF LAND, CONVEYED TO ST. PAUL SAID LOT 1X; W INSPIRATION, LLC., BY DEED RECORDED IN COUNTY CLERK'S FILE NO. t ^ 201 61 020001 41 9540, OFFICIAL PUBLIC RECORDS, COLLIN COUNTY, TEXAS. SAID NORTH 33 DEGREES 20 MINUTES 43 SECONDS WEST, ALONG THE EAST LINE OF v , 16.832 ACRE TRACT, WITH REFERENCE BEARING BASIS BEING GRID NORTH, TEXAS SAID LOT 1X, A DISTANCE OF 139.11 FEET TO A 5/8" IRON ROD WITH YELLOW Q STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH PLASTIC CAP STAMPED "JACOBS" SET FOR THE NORTHEAST CORNER OF SAID LOT 2010), DETERMINED BY GPS OBSERVATIONS, CALCULATED FROM DALLAS CORS ARP 1X AND THE COMMON SOUTHEAST CORNER OF LOT 1, BLOCK MM OF SAID NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: (PID-DF8984) AND DENTON CORS ARP (PID-DF8986), BEING MORE PARTICULARLY INSPIRATION, PHASE 38-1; a_ DESCRIBED BY METES AND BOUNDS AS FOLLOWS: NORTH 17 DEGREES 12 MINUTES 35 SECONDS EAST, A DISTANCE OF 129.60 FEET THAT, PARKER LAKESIDE, LLC. ("OWNER"), ACTING BY AND THROUGH THE UNDERSIGNED, ITS DULY BEGINNING AT A CORPS OF ENGINEERS MONUMENT STAMPED "4424-15" FOUND FOR TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR AUTHORIZED AGENT, DOES HEREBY ADOPT THIS PLAT DESIGNATING THE HEREIN ABOVE DESCRIBED THE NORTH CORNER OF SAID 168.422 ACRE TRACT AND A COMMON INTERIOR ELL THE NORTHEAST CORNER OF LOT 2, BLOCK MM AND THE COMMON SOUTH CORNER PROPERTY AS INSPIRATION, PHASE 4, AN ADDITION TO THE COUNTY OF COLLIN TEXAS, AND DOES CORNER OF A TRACT OF LAND CONVEYED AS TRACT NO. 4424, TO THE UNITED STATES OF LOT 3, BLOCK MM OF SAID INSPIRATION, PHASE 3B-1; HEREBY DEDICATE TO THE PUBLIC'S USE THE STREETS AND EASEMENTS AND COMMON AREAS OF AMERICA, BY DEED RECORDED IN VOLUME 736, PAGE 833, DEED RECORDS, COLLIN NORTH 25 DEGREES 58 MINUTES 05 SECONDS EAST, A DISTANCE OF 302.93 FEET SHOWN THEREON, EXCEPT THE PRIVATE EASEMENTS SHOWN THEREON. NOTWITHSTANDING ANYTHING O COUNTY, TEXAS; TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR TO THE CONTRARY CONTAINED IN THIS PLAT AND DEDICATION TO THE CONTRARY, OWNER HEREBY CORNER; EXPRESSLY RESERVE AND RETAIN, FOR THE BENEFIT OF OWNER AND ITS SUCCESSORS AND THENCE, SOUTH 33 DEGREES 36 MINUTES 41 SECONDS EAST, ALONG THE NORTHEAST ASSIGNS, ANY AND ALL RIGHT, TITLE AND INTEREST IN AND TO ANY MINERALS AND MINERAL LINE OF SAID 168.422 ACRE TRACT AND A COMMON SOUTHWEST LINE OF SAID TRACT NORTH 34 DEGREES 53 MINUTES 35 SECONDS EAST, PASSING AT A DISTANCE OF INTERESTS BENEATH THE SURFACE AND ANY AND ALL RIGHT, TITLE AND INTEREST IN AND TO ANY Q NO. 4424, A DISTANCE OF 1345.20 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC 14.85 FEET A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET AND ALL WATER AND WATER RIGHTS (INCLUDING, WITHOUT LIMITATION, ALL GROUNDWATER RIGHTS, W CAP STAMPED "JACOBS" SET FOR CORNER, FROM WHICH A CORPS OF ENGINEERS FOR THE EAST CORNER OF LOT 7, BLOCK MM OF SAID INSPIRATION, PHASE 3B-1 UPON, UNDER, OVER OR APPURTENANT TO THE HEREINABOVE DESCRIBED PROPERTY (THE "WATER MONUMENT STAMPED "4424-14" FOUND BEARS SOUTH 33 DEGREES 36 MINUTES 41 AND THE COMMON SOUTH CORNER OF LOT 8, BLOCK MM OF INSPIRATION, PHASE RIGHTS"), IT BEING EXPRESSLY ACKNOWLEDGED AND AGREED THAT THE WATER RIGHTS ARE NOT SECONDS EAST, A DISTANCE OF 74.33 FEET; 3B-3, AN ADDITION TO THE CITY OF WYLIE, E.T.J. AND THE CITY OF LUCAS E.T.J., PART OF THE PROPERTY BEING DEDICATED HEREBY. AS RECORDED IN CABINET 2017, PAGE 611, PLAT RECORDS, COLLIN COUNTY, THENCE, OVER AND ACROSS SAID 168.422 ACRE TRACT, THE FOLLOWING COURSES AND TEXAS. SAID POINT BEING AN EXTERIOR ELL CORNER OF SAID INSPIRATION, PHASE ST. PAUL INSPIRATION, LLC. DISTANCES: 3B-1 AND THE COMMON SOUTHWEST CORNER OF SAID INSPIRATION, PHASE 3B-3, Z AND CONTINUING OVER AND ACROSS SAID 168.422 ACRE TRACT AND ALONG THE BY: — SOUTH 89 DEGREES 14 MINUTES 08 SECONDS WEST, A DISTANCE OF 63.32 FEET SOUTH LINE OF SAID INSPIRATION, PHASE 3B-3 IN ALL FOR A TOTAL DISTANCE OF TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR 88.42 FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" NAME: PHILLIP HUFFINES CORNER, AND THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A SET FOR CORNER; TITLE: MANAGING DIRECTOR CENTRAL ANGLE OF 27 DEGREES 35 MINUTES 48 SECONDS, A RADIUS OF 305.00 THENCE, CONTINUING OVER AND ACROSS SAID 168.422 ACRE TRACT AND ALONG THE "RECOMMENDED FOR APPROVAL" FEET, AND A LONG CHORD THAT BEARS SOUTH 11 DEGREES 03 MINUTES 06 SECONDS WEST A DISTANCE OF 145.49 FEET; SOUTH LINE OF SAID INSPIRATION, PHASE 3B-3, THE FOLLOWING COURSES AND DISTANCES: STATE OF TEXAS CHAIRMAN, PLANNING & ZONING COMMISSION DATE ALONG SAID NON-TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 146.90 COUNTY OF FEET TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET NORTH 41 DEGREES 28 MINUTES 54 SECONDS EAST, A DISTANCE OF 192.11 FEET CITY OF WYLIE, TEXAS FOR CORNER; TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, CORNER; ON THIS DAY PERSONALLY APPEARED PHILLIP HUFFINES, MANAGING DIRECTOR, KNOWN TO ME TO BE SOUTH 20 DEGREES 00 MINUTES 17 SECONDS EAST, A DISTANCE OF 14.14 FEET THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR NORTH 48 DEGREES 05 MINUTES 34 SECONDS EAST, A DISTANCE OF 114.31 FEET ME THAT HE EXECUTED THE SAME IN THE CAPACITY HEREIN STATED AND AS THE ACT AND DEED / TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR OF SAME COMPANY. "APPROVED FOR CONSTRUCTION" CORNER; CORNER; SOUTH 65 DEGREES 00 MINUTES 17 SECONDS EAST, A DISTANCE OF 1.00 FEET TO MAYOR, CITY OF WYLIE, TEXAS DATE A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR NORTH 56 DEGREES 23 MINUTES 19 SECONDS EAST, PASSING AT A DISTANCE OF GIVEN UNDER MY HAND AND SEAL THIS DAY OF 2018. CORNER; 376.87 FEET A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF LOT 17, BLOCK MM OF SAID INSPIRATION, PHASE SOUTH 24 DEGREES 59 MINUTES 43 SECONDS WEST, A DISTANCE OF 50.00 FEET 3B-3 AND THE COMMON SOUTHWEST CORNER OF LOT 18, BLOCK MM OF TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR INSPIRATION, PHASE 3B-2, AN ADDITION TO THE CITY OF WYLIE E.T.J. AND THE CORNER; CITY OF LUCAS E.T.J., AS RECORDED IN CABINET PAGE PLAT "ACCEPTED" RECORDS, COLLIN COUNTY, TEXAS. SAID POINT BEING THE SOUTHEAST CORNER OF NORTH 65 DEGREES 00 MINUTES 17 SECONDS WEST, A DISTANCE OF 35.96 FEET SAID INSPIRATION, PHASE 3B-3 AND A COMMON EXTERIOR ELL CORNER OF SAID NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR INSPIRATION, PHASE 3B-2, AND CONTINUING ALONG THE SOUTH LINE OF SAID MAYOR, CITY OF WYLIE, TEXAS DATE INSPIRATION, PHASE 3B-2, IN ALL FOR A TOTAL DISTANCE OF 398.31 FEET TO A CORNER; MY COMMISSION EXPIRES: 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; SOUTH 24 DEGREES 59 MINUTES 43 SECONDS WEST, A DISTANCE OF 140.00 FEET THENCE, CONTINUING OVER AND ACROSS SAID 168.422 ACRE TRACT AND ALONG THE THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF WYLIE, TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR EAST LINE OF SAID INSPIRATION, PHASE 3B-2, THE FOLLOWING COURSES AND SURVEYORS CERTIFICATE TEXAS, HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF CORNER; DISTANCES: THE INSPIRATION, PHASE 4A SUBDIVISION OR ADDITION TO THE I, ELLIOTT PAT BUSBY, OF JACOBS ENGINEERING GROUP INC., A REGISTERED PROFESSIONAL LAND CITY OF WYLIE WAS SUBMITTED, BY FORMAL ACTION, THEN AND NORTH 71 DEGREES 55 MINUTES 54 SECONDS WEST, A DISTANCE OF 78.35 FEET SURVEYOR OF THE STATE OF TEXAS, DO HEREBY DECLARE THAT I PREPARED THIS PLAT FROM AN TO A 5 8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR NORTH 33 DEGREES 16 MINUTES 56 SECONDS EAST, A DISTANCE OF 141.75 FEET ACTUAL AND ACCURATE SURVEY ON THE LAND, UNDER MY DIRECTION AND SUPERVISION, AND UPON THERE ACCEPTED THE DEDICATION OF STREETS, ALLEY, PARKS, / TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR 5/8" " „ EASEMENT, PUBLIC PLACES, AND WATER AND SEWER LINES AS COMPLETION OF CONSTRUCTION, IRON RODS WITH YELLOW PLASTIC CAP STAMPEDJACOBS CORNER; THE EAST CORNER OF SAID LOT 18 AND THE COMMON SOUTHEAST CORNER OF LOTSHOWN AND SET FORTH IN AND UPON SAID PLAT AND SAID 19, BLOCK MM OF SAID INSPIRATION, PHASE 38-2; WILL BE SET AT ALL SUBDIVISION BOUNDARY CORNERS AND "X" CUTS PLACED AT RIGHT-OF-WAY COUNCIL FURTHER AUTHORIZED THE MAYOR TO NOTE THE SOUTH 77 DEGREES 34 MINUTES 31 SECONDS WEST, A DISTANCE OF 73.77 FEET CENTERLINE INTERSECTIONS AND POINTS OF CURVATURE UNLESS OTHERWISE NOTED. THE ACCEPTANCE THEREOF BY SIGNING HIS NAME HEREINABOVE TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR NORTH 11 DEGREES 17 MINUTES 48 SECONDS WEST, A DISTANCE OF 140.67 FEET MONUMENTS OR MARKS SET, OR FOUND, SUBSCRIBED. CORNER; ARE SUFFICIENT TO ENABLE RETRACEMENT. TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR 0 F CORNER; PRELIMINARY. DO NOT RECORD FOR '��°°°°°°°° ° <es WITNESS MY HAND THIS DAY OF , -o SOUTH 56 DEGREES 46 MINUTES 44 SECONDS WEST, A DISTANCE OF 95.32 FEET pe°G0r4 °°.;/' A.D., 2018. (n TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR ANY PURPOSE. FOR REVIEW ONLY �e�� �4� Fo a°V m NORTH 33 DEGREES 36 MINUTES 41 SECONDS WEST, A DISTANCE OF 300.03 FEET �° `�°°°°°°°°°o0 (11 CORNER; TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR RELEASED: 02/27/2018 °°°o°°°°°°°°°°°° ° CORNER; ELLIOTT PAT BUSBY ELLIOTT PAT BUSBY SOUTH 25 DEGREES 43 MINUTES 24 SECONDS WEST, A DISTANCE OF 146.64 FEET REGISTERED PROFESSIONAL LAND SURVEYOR °°°°°°°°°°°°°°°°°°°°°°°°° °° CITY SECRETARY, CITY OF WYLIE, TEXAS 4. TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR NORTH 69 DEGREES 06 MINUTES 21 SECONDS WEST, A DISTANCE OF 49.10 FEET TEXAS REGISTRATION NO. 5561 '°A 5561 Po CORNER ON THE SOUTH LINE OF SAID 168.422 ACRE TRACT AND A COMMON °°°�'oF o? NORTH LINE OF AFORESAID TRACT NO. 4424, FROM WHICH A CORPS OF ENGINEERS TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR .14/.°°Es s�° O THE NORTHEAST CORNER LOT 23, BLOCK MM AND THE COMMON SOUTHEAST O ° icy MONUMENT STAMPED "4424-12" FOUND BEARS SOUTH 76 DEGREES 43 MINUTES 10 SUR`I SECONDS EAST, A DISTANCE OF 816.64 FEET; CORNER OF LOT 24, BLOCK MM OF SAID INSPIRATION, PHASE 3B-2; THENCE, ALONG THE COMMON LINES OF SAID 168.422 ACRE TRACT AND SAID TRACT NORTH 33 DEGREES 36 MINUTES 41 SECONDS WEST, A DISTANCE OF 324.61 FEET STATE OF TEXAS NO. 4424, THE FOLLOWING COURSES AND DISTANCES: TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR COUNTY OF DALLAS THE NORTHEAST CORNER OF LOT 27, BLOCK MM OF SAID INSPIRATION, PHASE NORTH 76 DEGREES 43 MINUTES 10 SECONDS WEST, A DISTANCE OF 239.61 FEET 3B-2. SAID POINT BEING ON THE SOUTH RIGHT-OF-WAY LINE OF COBALT BAYOU BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE TO A CORPS OF ENGINEERS MONUMENT STAMPED "4424-11" FOUND FOR CORNER; LANE, (A VARIABLE WIDTH RIGHT-OF-WAY) OF SAID INSPIRATION, PHASE 3B-2, STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ELLIOTT PAT BUSBY, AND BEING THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED FOR THE PURPOSE SOUTH 29 DEGREES 18 MINUTES 01 SECOND WEST, A DISTANCE OF 874.66 FEET CENTRAL ANGLE OF 02 DEGREES 04 MINUTES 34 SECONDS, A RADIUS OF 275.00 AND CONSIDERATION THEREIN EXPRESSED. TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR FEET, AND A LONG CHORD THAT BEARS NORTH 57 DEGREES 25 MINUTES 36 THE NORTHWEST CORNER OF LOT 2X, BLOCK PP OF INSPIRATION, PHASE 3A, AN SECONDS EAST A DISTANCE OF 9.96 FEET; GIVEN UNDER MY HAND AND SEAL THIS DAY OF 2018. a- ADDITION TO THE CITY OF WYLIE E.T.J. AND THE TOWN OF ST. PAUL E.T.J., AS ALONG THE SAID SOUTH RIGHT-OF-WAY LINE AND SAID NON-TANGENT CURVE TO cv RECORDED IN CABINET 2016, PAGE 815, PLAT RECORDS, COLLIN COUNTY, TEXAS, THE LEFT, AN ARC DISTANCE OF 9.97 FEET TO A 5 8" IRON ROD WITH YELLOW FROM WHICH A CORPS OF ENGINEERS MONUMENT STAMPED "4424-10" FOUND / BEARS SOUTH 29 DEGREES 18 MINUTES 01 SECONDS WEST, A DISTANCE OF 28.60 PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER; Co FEET; A c.3 NORTH 56 DEGRES 23 MINTES 19NG D THENCE, OVER AND ACROSS SAID 168.422 ACRE TRACT, AND ALONG THE COMMON SOUTH R GHT-OFEWAY L NEUA DISTANCEOOFDS133.54 FEE TTITO1 A 5/8"ALONG IRON ROD FINAL PLAT NEASTNOTARY PUBLIC IN AND FOR THE STATE OF TEXAS N NORTH AND EAST LINES OF SAID INSPIRATION, PHASE 3A, THE FOLLOWING COURSES WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER MY COMMISSION EXPIRES: OF NI AND DISTANCES: OF SAID COBALT BAYOU LANE; INSPIRATION O SOUTH 78 DEGREES 51 MINUTES 09 SECONDS WEST, A DISTANCE OF 122.62 FEET NORTH 33 DEGREES 36 MINUTES 41 SECONDS WEST, OVER AND ACROSS SAID o TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR COBALT BAYOU LANE, A DISTANCE OF 65.00 FEET TO A 5/8" IRON ROD WITH PHASE 4A NORTHWEST CORNER OF SAID LOT 2X, AND BEING ON THE EAST RIGHT-OF-WAY YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE NORTHEAST CORNER OF i LINE OF INSPIRATION BOULEVARD, (AN 85' RIGHT-OF-WAY) OF SAID INSPIRATION, SAID COBALT BAYOU LANE; 1 PHASE 3A. SAID POINT BEING THE BEGINNING OF A NON-TANGENT CURVE TO THE LOT 3X, BLOCK JJ; LOTS 28-52, 2X & 3X, BLOCK MM; 0 RIGHT HAVING A CENTRAL ANGLE OF 35 DEGREES 48 MINUTES 58 SECONDS, A SOUTH 56 DEGREES 23 MINUTES 19 SECONDS WEST, ALONG THE NORTH LOTS 1 -4, BLOCK 00; & LOT 1X, BLOCK PP RADIUS OF 30.00 FEET, AND A LONG CHORD THAT BEARS NORTH 28 DEGREES 24 RIGHT-OF-WAY LINE OF SAID COBALT BAYOU LANE, A DISTANCE OF 162.22 FEET o MINUTES 23 SECONDS EAST A DISTANCE OF 18.45 FEET; TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR M CORNER, AND THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A OUT OF THE ® ALONG SAID EAST RIGHT-OF-WAY LINE AND SAID NON-TANGENT CURVE TO THE CENTRAL ANGLE OF 12 DEGREES 53 MINUTES 39 SECONDS, A RADIUS OF 225.00 LEROY FARMER SURVEY, ABSTRACT NO. 334, > RIGHT, AN ARC DISTANCE OF 18.75 FEET TO A 5/8" IRON ROD WITH YELLOW FEET, AND A LONG CHORD THAT BEARS SOUTH 62 DEGREES 50 MINUTES 08 PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER, AND THE BEGINNING OF A SECONDS WEST A DISTANCE OF 50.53 FEET; THE ORPHA SHELBY SURVEY, ABSTRACT NO. 799, REVERSE CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 43 DEGREES 24 AND THE JOSIAH TURNHAM SURVEY, ABSTRACT NO. 919 MINUTES 58 SECONDS, A RADIUS OF 120.00 FEET, AND A LONG CHORD THAT CONTINUING ALONG SAID NORTH RIGHT-OF-WAY LINE AND ALONG SAID TANGENT 1,J BEARS NORTH 24 DEGREES 36 MINUTES 23 SECONDS EAST A DISTANCE OF 88.77 CURVE TO THE RIGHT, AN ARC DISTANCE OF 50.64 FEET TO A 5/8" IRON ROD IN THE CITY OF WYILE, E.T.J. AND < FEET; WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER THE CITY OF LUCAS E.T.J. 0_ OF LOT 23, BLOCK JJ OF SAID INSPIRATION, PHASE 3B-2; COLLIN COUNTY, TEXAS CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE AND ALONG SAID REVERSE E WITH TO THE AN ARC DISTANCE YELLOWPLASTICCAP TAMPED9 TO "JACOBS" SET FORCORNER,B' EN ROD THENCE, CONTINUING OVER AND ACROSS E SAID 168.422 ACRE AND THE EAST LINE OFSAIDLOT 23, THEFOLLOWING TCOURSES AND DISTANCESACT : ALONG THE 16.832 ACRES < BEGINNING OF A REVERSE CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 64 DEGREES 55 MINUTES 07 SECONDS, A RADIUS OF 30.00 FEET, AND A LONG NORTH 12 DEGREES 30 MINUTES 01 SECOND WEST, A DISTANCE OF 25.29 FEET 29 RESIDENTIAL LOTS Co CHORD THAT BEARS NORTH 35 DEGREES 21 MINUTES 27 SECONDS EAST A TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR 4 NON-RESIDENTIAL LOTS Co DISTANCE OF 32.20 FEET; CORNER; N o CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE AND ALONG SAID REVERSE NORTH 28 DEGREES 34 MINUTES 42 SECONDS WEST, A DISTANCE OF 158.81 FEET > CURVE TO THE RIGHT, AN ARC DISTANCE OF 33.99 FEET TO A 5/8" IRON ROD TO A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR SHEET 2 OF 2 0 WITH YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER ON THE SOUTH THE NORTH CORNER OF SAID LOT 23 AND THE COMMON NORTHEAST CORNER OF RIGHT-OF-WAY LINE OF MEZIER SKY DRIVE, (A VARIABLE WIDTH RIGHT-OF-WAY) SAID INSPIRATION, PHASE 3B-2. SAID POINT BEING ON THE NORTHWEST LINE OF OF SAID INSPIRATION, PHASE 3A, AND THE BEGINNING OF A REVERSE CURVE TO SAID 168.422 ACRE TRACT AND A COMMON SOUTHEAST LINE OF AFORESAID TRACT OWNER DEVELOPER: ST. PAUL INSPIRATION, LLC. N THE LEFT HAVING A CENTRAL ANGLE OF 01 DEGREE 07 MINUTES 22 SECONDS, A NO. 4424, FROM WHICH A CORPS OF ENGINEERS MONUMENT STAMPED "4424-16" o RADIUS OF 425.00 FEET, AND A LONG CHORD THAT BEARS NORTH 67 DEGREES 15 FOUND BEARS SOUTH 61 DEGREES 25 MINUTES 18 SECONDS WEST, A DISTANCE 8200 DOUGLAS AVENUE O MINUTES 20 SECONDS EAST A DISTANCE OF 8.33 FEET; OF 817.90 FEET; SUITE 300 o ALONG SAID SOUTH RIGHT-OF-WAY LINE AND ALONG SAID REVERSE CURVE TO THE THENCE, NORTH 61 DEGREES 25 MINUTES 18 SECONDS EAST, ALONG SAID COMMON DALLAS, TEXAS 75225 N LEFT, AN ARC DISTANCE OF 8.33 FEET TO A 5/8" IRON ROD WITH YELLOW LINE, A DISTANCE OF 275.45 FEET TO THE POINT OF BEGINNING AND CONTAINING A PHONE 214-750-1800 o PLASTIC CAP STAMPED "JACOBS" SET FOR THE SOUTHEAST CORNER OF SAID CALCULATED AREA OF 16.832 ACRES OF LAND. Co MEZIER SKY DRIVE; o ENGINEER/SURVEYOR: x NORTH 23 DEGREES 18 MINUTES 21 SECONDS WEST, OVER AND ACROSS SAID MEZIER SKY DRIVE, A DISTANCE OF 50.00 FEET TO A 5/8" IRON ROD WITH 0 YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR THE NORTHEAST CORNER OF 1999 BRYAN STREET, SUITE 1200 o SAID MEZIER SKY DRIVE, AND BEING ON THE SOUTH LINE OF LOT 1X, BLOCK MM o OF INSPIRATION, PHASE 3B-1, AN ADDITION TO THE CITY OF WYLIE E.T.J. AND THE DALLAS, TEXAS 75201-3136 x CITY OF LUCAS E.T.J., AS RECORDED IN CABINET 2017-521, PLAT RECORDS, PHONE 214-638-0145 FAX 214-638-0447 > COLLIN COUNTY, TEXAS. SAID POINT BEING THE BEGINNING OF A NON-TANGENT TBPLS FIRM# 10152300 CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 10 DEGREES 39 MINUTES 20 0 SECONDS, A RADIUS OF 375.00 FEET, AND A LONG CHORD THAT BEARS NORTH 61 DEGREES 21 MINUTES 59 SECONDS EAST A DISTANCE OF 69.64 FEET; THIS PLAT FILED IN FEBRUARY 2018 OF Plannin g Wylien and Zoning r :°—emir Commission x s8 .,, AGENDA REPORT Meeting Date: March 06, 2018 Item Number: 3 Department: Planning Dominion of Pleasant Valley Prepared By: Kevin Molina Subdivision: Phase 2 Date Prepared: February 28, 2018 Zoning District: PD 2016-27 Exhibits: Final Plat Subject Consider, and act upon a recommendation to the City Council regarding a Final Plat for Dominion of Pleasant Valley, Phase 2. The Plat will create 214 single family residential lots and multiple open space areas on 62.849 acres and dedicate the necessary rights-of way and parkland dedication. Subject property generally located at the southeast corner of Sachse Road and Pleasant Valley Road. Recommendation Motion to recommend approval to the City Council for a Final Plat for Dominion of Pleasant Valley, Phase 2. The Plat will create 214 single family residential lots and multiple open space areas on 62.849 acres and dedicate the necessary rights-of way and parkland dedication. Subject property generally located at the southeast corner of Sachse Road and Pleasant Valley Road. Discussion OWNER: Wylie DPV Limited Partnership ENGINEER: JBI Partners,Inc. The property totals 62.849 acres and will create two hundred and fourteen (214) single-family residential lots and multiple open space lots. This subdivision was the subject of an amended zoning case adopted in November 2016 on approximately 361 acres that allows for 3 different residential lot configurations and public open spaces. • Lots type "A" are 70' wide with setbacks of 20' front, 5'side, 15' corner side and 25 rear. Minimum lot area of 8,400 square feet. 24 residential lots in this plat are of type "A". 10% of the lots in the entire development community are to be of Type"A". • Lots type `B" are 60' wide with setbacks of 25' front, 5' Side, 15' corner side and 20' rear. Minimum lot area of 7,200 square feet. 121 residential lots on this plat are of type `B". The remainder of the lots are to be of Type "B". • Lots type"C" are 50' wide with setbacks of 25' front, 5' side, 15 corner side and 20' rear. Minimum lot area of 6,000 square feet. 69 residential lots on this plat are of type "C". A maximum of 450 lots can be of Type • A minimum of 22% of the land shall be used as open space. Page 1 of 2 Page 16 of 44 Page 2 of 2 With this plat being phase 2 of the Dominion of Pleasant Valley Planned Development there will be a remaining portion of approximately 238 acres to be platted in this community. The current percentage of Type "A" lots in the development is at 5.78%. The amount of Type "A" lots will need to be increased on future phases of this planned development to reach the 10% requirement. A remainder of 274 lots will be allowed to be of Type "C". Future phases of this development will require a total of approximately 61 more acres to meet the open space requirement of 22%. The remaining acreage of the development with all other lot configurations and open space requirements being met will be allowed to be of Type"B". This Final Plat is complying with the approved lot mix of the entire community within the Dominion of Pleasant Valley planned development. The plat shall also dedicate the necessary rights-of-way and utility easements The Final Plat complies with all applicable technical requirements of the City of Wylie as well as the adopted Planned Development standards. Staff recommends approval subject to any additions and/or alterations as required by the Engineering Department. Council Consideration on March 27, 2018 Approved By Initial Date Department Director RO 03/02/18 Page 17 of 44 �12'30'37» VYIE\1 �KLWG6ELI R=910.00' � SITE PF9J. I .� L=198.69' / ''` I T=99.74' DALLAS�WY\ � ► DALLAS cwwrr opt ' . v \ ChB=N38'00'17»E - °� ��° �-�, P.O.B. SAC- SE ROAD C =198•30' �13'01'33» LINE TABLE LINE TABLE ��' /2 L1 ' 0 °� TRACT 1 (VARIABLE WIDTH R.O.W.) �z„ RE R=410.00' NO. BEARING LENGTH NO. BEARING LENGTH >o N44'15'36»E 847.72' RE F L=93.21' L1 N75'26'30"E 35.67' L52 S88.25'18"W 50.00' l 0 -A � cr(' 1/2" 30 EASEMENT ATMOS ENERGY CORPORATION _ - �' / ' �' �M OPEN SPACE _ - T=46.81 " ' » GRAPHIC SCALE RT Ooc. No 201 sosl9000sao46o o.P R c c T L2 N44'42 03 E 5.73' L53 N76'47 41 W 21.21' \� LOT 22, BLOCK R OPEN SPACE / v/ ChB=S51'48'44»E ,°0 0 50 100 200 `� © LOT 37 BLOCK B / / /I u , L3 557.30'41"W 120.14' L54 S1312'19"W 21.21' 00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 63.42' N58j s'32'E / I L2 CH=93.01 aoo Q / �' 2 / CD 50' S N) 176,418 S.F. / / // L4 S58'25'03"W 63.28' L55 N43'21'01"E 22.03' l I'7 w W W A \ tea- © w o o co 0 0 00 00 00 � ;n >>3g364.05 AC _� Y w W W W W °• / 7 s / d'e- o 00 00 00 00 00 00 00 oo o0 op op op op u> cv 828, F ( IN FEET s 7 6 5 4 3 2 1 1 2 3 4 0 6 0•oo, 7 0 0 8 0 0 0- 0- O- 12 0 0, 13 0 0, 14 0 0 15 0 16 17 0 18 19 c� 20 %� L5 S60'Ol'07"W 64.21' L56 N4T09'12"W 20.16' LIBERTY c"°"` 9 �, 10 • rn 11 :to, o 0 0 �i ^ o / / LEGEND 1 inch = 100 ft. : 1 � �_ 0 o ;r ;r N N N ,•�� N N N • N ' �, ;r, -"` °� L6 S58'23'35"W 13.77' L57 S40'3319'W 23.00' * . j ( �. _ - �r, cn cn - cn d `' rr N I") 21 `� S4�P°=/ 39 N>S• 30' EASEMENT POB POINT OF BEGINNING B ^�' Z 5 �- N N (n _- N N h 4�� QPQ / .6� 1, TO LONE STAR GAS COMPANY , » , » ( AKE 20'BL . L7 S31'26 46 E 124.04' L58 N76'47 41 W 21.21' IRF IRON ROD FOUND • . 2pg� �cv .4). • 03.:„ 9/ 3)• VOL 5500, PG 3a0 oP R 0c T •HUBBARD 4765 �� s- ' '-f T ,- -,- 2 / � o So an ao.o� So_oo 50_00 • • •• : : •�` o o0oL 5a4, PG 380 o_P R c C T L8 S00'36'53"W 109.52' L59 S13'12'19"W 21.21' IRS IRON ROD SET \ , » 1o'UE13ROW RIGHT-OF-WAY v1 BL BUILDING LINEDA 1 1_II'YDRIVE ' .3i °oA / �,o �c, �, /.� �, L9 S44'S8'19"E 14.00' L60 N7429'07"W 21.23' S4411 00 W N44.11'oo"E & SWE s47. s o:, ,, o h• DAYLILY DIVE o- - - 291.00' 90.13' C23 \--o/% 22 `V 13 50' .. * 2ss.00' 9.00' 9.00' s.00' 9.00' j .ti h 23 ,tip HOA HOMEOWNER'S ASSOCIATION o ! oa °• ti L10 S00'45'15"E 50.00' L61 S15'33'32"W 21.21' SWE SIDE WALK EASEMENT ° ° » _105�0'_ !33 �`O �Q5.5Q _ _ 100-_� �S r� \`O 013'_ -_ sj ^ ^h �? M \S44'11 00 W ` �' �t8 s 2O ^° UE UTILITY EASEMENT \ OPEN SPACE / OPEN SPACE , » 156E �\� V.E :0 15'BL V E V.E 15'BL :/:(04.): ),i �\ 27 A' 06 L11 S45'02'S0"W 14.28' L62 S74'26'28"E 21.21' LOCATION MAP OT 37, eLocK F OT 28, e2ocK 145 491 00 W 120.50' o v.Eto 0 0 of25 © •o 1 I.03l o 29 air 4 / ''` T / OVISIBILITY EASEMENTNOT TO SCALE 50.00 1 No12 o '^o o °' �rlN44°11'oo"E • s' �p A . , 15' E.F. .u.0. WE WATER EASEMENT L12 S13'08 26"E 24.25' L63 N89'11'00"E 21.21'36 27 N44°11'00"E I N44'11'00"E rn N44°11'00"E N 143.12' �`� w. . STREET NAME CHANGE INDICATOR 120.50' I ( 120.50' �, 120.50' o C•• o SEE DETAIL "A" � 2os L13 N27'54'39"W 120.50' L64 N00'49'00"W 21.21' O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY TEXAS City of Wylie GPS control monuments for reference: \ 0 0 �rm • UCOWFORSETBACK F 0 9 II2 2 0 0 0 :°�Z ���r° �* "� INFORMATION P°� • �O�p �, ass " , " O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS DALLAS COUNTY TEXAS CM 1- Located on the north side of State Highway No. 78 near the o 13 (o 0. 24 .,: 2 �? z �Q o°/ °0 6 2 ° L14 S5T41 43 W 35.87' L65 N89'11 00 E 21.21' E.F.S.U.D. EAST FORK SPECIAL UTILITY DISTRICT east entrance drive for the Cityof Wylie Municipal Complex located at 2 35 2 26 \ N44°11'00"E I� rN44°11'00"E N40°33'14"E N 30 •.d 43 0k 2' �ti 28 c °B 3 ,\/ +(�► L 3 0 �� L15 $77'40'36"E 75.31' L66 N00'49'00"W 21.21' g , y p p O 0 120.50' N of..CO •-121•43' ,•� �o ^(V 0, 09GENERAL NOTES: 2000 State Highway No. 78 North. 3 w 3 0 o r8 o ;� 120.50' y0, „Ov, /,a ti ti. , Elevation=530.294'o 14 0 M 0 ,, N 0 �� o ,y 27 �^�, C24 s 10' E/ O. L16 N29'20'13"E 120.50' L67 S83'00'19"W 48.42'\ 3 Z u, I� Z 23 • . 3 �,� �\ �� (<, 89.., ti o° \1 6* ooCM 5- Located north of the northeast intersection of Troy Road and 3 34 2 Q N44'11'00"E� ui j S44'11'00"W 0'17"E 00 �',, 8 , a o• 26 �, sR,��, / 1. "SELLING A PORTION OF THIS ADDITION BY METES w 4 J 4 0 120.50' �,-i I 125 72' M If- ��1°� \ / \ 0�6 °� ?,r90',- 7,o e^ '` / ^ W Rom• W L17 S22.51'07"W 120.50' L68 S63'11'o5"W 61.21' AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND County Road 732 (Beaver Creek). > 0 15 (c W 3 a: 125.00 \ �° \43 4 �' a 24 F » , STATE LAW AND IS SUBJECT TO FINES AND Elevation=454.277 (Y �1 �' 22 a oo• s /^°`^"' 25 10", ,J -J L18 S89'23 07 E 40.03 L69 N89'23 07 W 75.71 4 Q 33 4 24 w N44'11'00"E ( ��, ' 4 Fs' \ sue °F °'o Q WITHHOLDING OF UTILITIES AND BUILDING PERMITS. 5 5 0 120.50' �0 N44'11'00"E 3rn�5 ��� 31 ^;�' © .,5�3 M 2 cu > - L19 S89.23'07"E 50.00' L70 S81.59'00"W 55.78' On-site Benchmarks to be used for construction: z 0 o 16 I. 136.99' �� / `'sm 0ti�,� 4S•>3 /434•• ^N oBM 1. "X" cut on top of pavement at the centerline intersection of O s�o N N / o o / t ��1 6 oti' s ' w I- L20 N89.23'07 W 50.00' L71 S79.3652"W 55.78' 2. BLOCK B, LOTS 37 AND 38; BLOCK C, LOT 26; Lantana Lane and Dominion Drive. 5 n 32 5 Q 23 N44.11'00"E �,� 21 N� / QPGk � '�_� �, '2s Sso A WBLOCK D, LOT 48; BLOCK I, LOT 42; BLOCK M, LOT , Q > , 120.50' '� f�,co © °'s, a 0�° F �, A 32 N /. 80 • 333 " N :F..- to Z m L21 N89'23 07 W 40.03' L72 S76'25 26 W 55.81' 0 d° _ I / 5 \�J \ o ' 2 wQ Q " 14; BLOCK 0 LOT 17; BLOCK Q, LOT 20; BLOCK AA, Elevation=507.21' I Q 6 • r Z Q 6 ° c� oi•^ 0 , „ » U * 17 (0 N37°22'37"E - / o,,ti/�h P .0 /N •61.97 (n \ » » BM 2. X cut on top of pavement at the centerline intersection of 6 31 6 I I 22 d' o � , 50' 'oW 149.53' o 0 t,,,5")1 / \�s \ � .o^�,0 33 0 =`� M L22 N5T41 43 E 87.00' L73 S68'58'27 W 55.84' LOT 7 ARE COMMON AREAS THAT SHALL BE o Q QLavender Lane and Rosemary Drive. >_ Z N37•o7'S�"E 20 / �� ��•/ V q w\ /:v o ,W �, �- I I DEDICATED TO AND MAINTAINED BY THE HOME \ oo' v /� 3 ... L23 N16 2 112.88' L74 S65 2 55.85'7 7 123•51 �. / \Q v/ / a.5 '� /2 34R;v 5 �,N to,o 6'45"W 8'34"W OWNER'S Elevation=521.52' two 1- \ 0.0 / ,--7,%G O/ yJ' .� O, O co �, c , » , n (Y , » 4 • ''2 io, - v s' N N 36 '- �- L24 N88'2518 E 12.76' L75 S62'0513 W 55.63' 30 7 21 4 �34 0 18 an •,� / P �� • h i o sss' °E 7 ��, o ��P / / �' ° & F3. GPS COORDINATES ARE RECTIFIED TO NAD 83 8 RV134.50' 8 N2T76�6 �� \�' /,o\�V/ / '���� 5°°Ng, 6 �,4/ � ��� : , . d ' " 41.22' S79'53'05"W37.31' STATE PLANE COORDINATE SYSTEM NORTH CENTRAL FLOOD STATEMENT: L25 N52'09 03 W L76 L ' 13 V, Fo-/ / ' © °o�'/ 0 4Z2 N6033 3 • .• " • TEXAS ZONE 4202 (FEET).L-102.28 o �, �E • L26 S70.46 21 E 13.77 L77 S73.23 56 W 68.98 ) According to Community Panel No. 48113CO235K, dated July 7, 29 8 20 19 \ \ >> / �'.• / 19 sG o/ 0 7 h tog 754 9 / I ' T R�./ / ' �R A2 F �� ° o 8.5' » • " 2014 of the Federal Emergency Management Agency, National Flood o \�, ass °• �, x �/ coo �� 00' L27 N50'12 02 E 13.13 L78 S70'25 25 W 64.45 4. All CORNERS ARE ONE-HALF INCH IRON ROD --- I 9 » °. ko / o A• o o 8 ��, 5�°� < 3 Insurance Program Map, this property lies within the area unshaded ChB= 67 3G 03 W 9 \ a6 / \ F �' ^�^ti �, © „ �gN 1�1' •�' :,^ o° /,M L28 N48'49'S1"W 13.16' L79 S6T29'11"W 64.43' WITH A YELLOW CAP STAMPED JBI SET UNLESS Zone X, Areas determined to be outside the 0.2% annual chance 9 r h S . o Zo ,4, �c 28 9 ' g CH- 9.83 s 20 rc, 4 / �\ ,o^^$h. ^`''/,'22 >s3 . • /o"' 9 a a 3 " NOTED OTHERWISE. flood lain. This flood statement does not imply that the property S�. �,^� >> sA +; 18 0 /^ 7' <9. i ^v cc 10 ,N V.E . Co rn F o / L29 S14'12 23 E 10.00' L80 564'37'52 W 64.39' P P Y P P y o \ ��, ,�a 3, 'sy \ `� �, ,•, N :v 11 / z and/or the structures thereon will be free from flooding or flood o ?>' �>°�3 °° ,� ��/ ^`v�ti�7 �^�, 89� 4s, see N /j' �' L30 N42'52'12"E 21.42' L81 S61'38'26"W 50.60' 5. FENCING AND LANDSCAPING RESTRICTIONS APPLY damage. On rare occasions, greater floods can and will occur and o \ 27 10 �� So F a o v� �\ / a `� 8 (68 oTO 8 'y ' °° °° '°SL. ��o rw 2 s8 5823 �.' / o " ' " COMPREHENSIVE ZONINGSORDINANCOE AND flood heights may be increased by man-made or natural causes. \ +4j h0 \ oF,7 n sG ^ ^ 16 so // / o L31 N4T09 30 W 21.00 L82 N45'23 29 W 21.65' This statement shall not create liability on the part of the • �p �� ,ti 21 K. eT co �,'� see °o ' •.' ^ l " PD-2013-37 AS AMENDED FOR REQUIREMENTS. /N W Ns, /o L32 N42'14'05 E 21.65' L83 S32'29'19"E 10.85' Surveyor. 26 \ O �� 11 �`'o Scp �`V�o sr �� \< ^�N 15 /�� •N 33'32�0 0 0 z F 17 O� �nj h 6, ,o O GJ M • -4/ �/ , n 21.32' , » 20.59' o tio' 26 °`0 ti`22 r� S �� /N 14 .N b M ir / L33 S14'34 48 E L84 54513 21 E 6. CITY OF WYLIE ORDINANCE NO. 2016-27 ALLOWS \ \ \ 2 \ >S • s,• c" °°' �/ 13 �'N /• z a FOR A 5 FOOT REAR YARD ENCROACHMENT. REQUIRED RESIDENTIAL UNITS 25 2 �? ti' s> •o°j h° �/Q :�r 0 N:v 12 �j/ \cp J L34 N81'40'01"E 18.66' L85 S59'18'28"W 48.89' 2 o� o°j cL°• 23 / V °20 I _•g N o z » » • PROPOSED UNITS ON SUBJECT PLAT REQUIRED UNITS UPON FULL DEVELOPMENT V 16 3 \ © ss>o ��/o° \48 �� 70��• , / o o L35 S82'50 57 W 21.21' L86 S61'38 03 W 54.29' /. v. �o $� •. O / L36 NOT09 03 W 21.21' L87 S64'04 58 W 54.29' SINGLE FAMILY-TYPE "A" LOTS 24 SINGLE FAMILY-TYPE "A" LOTS MIN 10% UNITS 13 24 13 \ \ 15 \ 3`,P3F ,ycl ,�0 40 "',0 3,/ 7 h ti^ 25 ^D '2o\ 4f N603 ' 2, 00' ° w s ^ ^ ^ e 3 3 8. 6 rn » 15'x15' \ °Q� 7. �, o,� a s p o 756 E of L37 S22'47'59"W 21.83' L88 S66'31 53 W 54.29' S I K L L T 0 \ \ \ \ j ° v� 3' <) F <o <v 8,q 84' M 700' CORNER SINGLE FAMILY-TYPE "B" LOTS 121 SINGLE FAMILY-TYPE "B" LOTS REMAINDER UNITS ���A°,,° eP°�/ �•�_ 39 .�, 2A28 2 o w o. BACK OF CURB '- P �° F' �, h s8 pR ^ti 26 �, 8.60' L38 S65'07'1 o"W 23.30' L89 S68.43'36"W 45.27' S LIP EO 4 23 4 4 ��°\e� oe�`a0�P�y`O� 56,9. 41 • • ,��i��°' ;�/ 2j>j>22)9 °' N°h`b 27 4� '�4 s » \ !'� �� 9 . ,tu < rn SINGLE FAMILY-TYPE "C" LOTS 69 SINGLE FAMILY-TYPE "C" LOTS 450 MAX UNITS ° DOM ► • OF PLFEASA ALLEY, \ °A°° °�/�50^ '2�� \ ° ° ti 2� 3s„ N /N o �, o ,�' L39 N22'13'58 W 21.18' L90 S7114'57"W 59.35 °° ° \/. C19 \ �. �ti 38 �/ s�• 42 coN o 28 o,cv �u5. o \ °,> •�4 0� 38 �> /r �i o o - V E - T - -25-,B.-L. T- - - ---V.E. \� TOTAL PROPOSED UNITS PER 214 TOTAL UNITS PER 975 MAX UNITS PHA 22 5 O° SS 42 F /, sg ^^)/ w g 3 0 �V•N 29 o,<v • / o z„ z ► » z' L40 N39'19'14"W 23.00' L91 S73'58'07"W 69.16' SUBJECT PLAT APPLICATION APPROVED PD2013-37SF 5 VOL 2016, PG. 97 OO \ �� / �O' ,9�, 1 F�/ ^�0 37 ^� 96, 4588 >4 /� �" c\i 30f. RT o S 4 25 51 W IRT » » , �o Lis.. CON 00 �`b 4" 6 45' 4s N / 205.02 L41 N 20.44 57 W 21.72' L92 S76'55 53 W 59.35' 6 5F O S oo ! / .J 7°� �o. 4° .`1' 36 ^N� 40 ��5 Ui fy/ a �o 00 cP 43 �/ L57 \& F \\ :N 2.89' S2•> •�6 3, / 3 O o REMAINDER h �. s F • r� 4 • o L42 N35'41'06"E 23.21' L93 S80'02'09"W 78.31' ' �O 1 • `0., CO \ 84 cb N 35 A�O /� 55.00 40'E / ^oo O ^ W ALAN AND CHERYL STUFFY OPEN SPACE ACREAGE 6 V o O `�O O D� b' ^ ^ w o U 43,245 SQUARE FEET » , " \ o �° o > : �'' �z. ^ /`O ci/%� t�/ N l L43 S48.26 17 E 20.78' L94 N44.47 54 E 21.51' _j -1 I- 2 0 1 7 O S °' c� • / �� 3¢ h W s•S4 r� ;n o v 0.993 ACRES �• / O cP 44 .5 V.E \ C .�. 2p, �, N /,,, rn a / VOL. 5822, PG. 988 m LOT m m LOT m m ILL] PROPOSED ACREAGE PER PHASE 2 PLAT REQUIRED UNITS UPON FULL DEVELOPMENT 1-- (ill / • o° 925, s o' �`9. �� �� h 33 N W 0 _ l 2 �z N a L44 S70'10'15"W 19.25' L95 N89'23'07"W 10.7T 7 �o o> 00 l °' do 10 A o' • •:� /N ro �o �" ° o / its in its 27 O L • S• O N a 32 cV•`- u' /' in v•• c� ALAN AND CHERYL STUFFY U Ih PHASE 2 62.8 DOMINION OF PLEASANT VALLEY 361.4 g \ O o SS9 45 °' F�:� o4 \ N .� ryA' .� �s` v �.� sue N v 31 (/) o o z / CALLED 0.062 ACRES L45 S45'36'53"W 21.21' L96 N66'47'37"E 24.90' I- TOTAL ACREAGE TOTAL ACREAGE \ / 6 7 23, \ /' f >83 O ^3 ti° 11 • 4 O�� �� M l o 0 2017090 001DOC 0199260 » , V' (./) PHASE 2 DOMINION OF PLEASANT VALLEY r'O o ! / < ^ .) c1� ,4/ C�8 t' o L46 N44'23'07 W 21.21 L97 N44'46 39"E 42.54 OPEN SPACE ACREAGE 10.3 OPEN SPACE ACREAGE 81.1 26 18 \ \ 8 \ / s 00, <., 4. bye), 93 iS9), a O.12 0 A ':, V.E o 20'B.L. `s • » �O S9• 46 / O� ^ ^N h N • •' cri , , » U PHASE 2 DOMINION OF PLEASANT VALLEY Z 1415 \ 6' 2 • °�' / 7o �' :v° "' `" o �0ue ;• N L47 S45'36 53 W 21.21 L98 N32'46 47 E 126.72 - - - - - J \ +, 1 D �'oo°>1 9 <y ,9� ^ ^�O 13 9� �21� & S�yF 8.00' �g �i • " " m (PERK ORDINANCE NAL OPEN S2013-37PACE R EXHIBIT D & 4.7 (PEREAGE K ORDINANCE NAL OPEN S2013-37PACE R EXHIBIT D & 27.2 EAGE /0 ' 45 © °, \/: V.E �, ^ M �, �1S N5g L48 S44'23 07 E 21.21 L99 N7T46 47 E 38.98 298. - • , 9 F d' //� •� °moo V ryo. 14 h° 10� 72�g•E I EXHIBIT B, GENERAL STANDARD 4; EXHIBIT B, GENERAL STANDARD 4; 25 \ / SS 9"I/)� 47 ! •' `'89 2S a� `� <g 3 ^ ^ 78' W » - - INCLUSIVE OF AMENITY CENTER AREA) INCLUSIVE OF AMENITY CENTER AREA) `°l' 5® '96 '9j, �'S' 20 �� �O° �`�O>v,9 •\ oJS 9s c2� 9 \ \et ����� 8 s' ,� 15 0 �� 44-•2 / 8.00' / L49 N45'10 40"W 20.92' L100 N32'46 47 E 86.84I C1 {+� �, V. S ti V -' M /- s -51 < ,d• / I LOT LOT PHASE 2 DOMINION OF PLEASANT VALLEY `' 25 20 ti fit, � ° F /', L55 a 3 •tia 4° �9 903 �`V o• 16 ' N 6.0p, sip L50 N13'05'15"W 44.78' L101 N32'46'47"E 93.68' PERIMETER OPEN SPACE BUFFER ACREAGE PERIMETER OPEN SPACE BUFFER ACREAGE 6,7 1 » 24 P 'h ,�o 703, '�• ;` ,b`L� ,--,', •77,<>6 �o, 206� ^° ^`V° 7 o ^N o`�' 17 o =�" V.E " , , (PER ORDINANCE 2013-37, EXHIBIT D) 07 (PER ORDINANCE 2013-37, EXHIBIT D) 21 \ •�� \°O 9'9S L47 / / `��6 3 `g 04... ''� h`b 89 2 488 SU N c•� 18 `°•`� o w oo' L51 N01'34 42 W 105.07 L102 N7T46 47"E 39.02 TYPICAL I C A SETBACK DETAIL �00. 1 F` V.E 3. - v� rn o n 19 PHASE 2 DOMINION OF PLEASANT VALLEY , Y o / •0 'O° / 25g ,� o <v 89 30 <g�� N c�,;r ai 23 Q O S n 6 MAJOR EASEMENT OPEN SPACE ACREAGE 4.1 MAJOR EASEMENT OPEN SPACE ACREAGE 47.2 o,T r/°°T �i' \ 0' S9• 1 co ^, / \ 70 A e,i ^ '• 40 `� �/ z FOR LOTS ORDINANCE 2013-37, EXHIBIT D) (PER ORDINANCE 2013-37, EXHIBIT 2 A T- a� `'' , ? V.E • r1 / V OF o �, 28. l� . (as 6.0 v) •�ft o / (PER D) P o\���3\9�'F O S °°°�>F /�� �`� �O s Og ^�0 5 n°j'Q' �°' 2S 344382 (85 ° / 50' .OW TYPE A (70' WIDE) PHASE 2 DOMINION OF PLEASANT VALLEY S < �`� lo. z CURVE TABLE 15% 22% \ \ Yti\°-'° q ° T2F 22 , O d'9, 2 p° �� t+O N o co 47 ., l l�J.l d' PERCENTAGE OF OPEN SPACE ACREAGE PERCENTAGE OF OPEN SPACE ACREAGE °° ° °'�FS N se "' 82., ' � � SEE NOTE #6 THAT \ o r' S' oo / / Fig < <v °' 8 '�.. a W NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD �T \y 9 0; T / %% °° O>'' l A� v / OPEN SPACE ��� v r" /� 3 20 a, (�• 5 / s. 2�y,l 4,.-Pc l °O so, 3 O' F` •• �h o)• / LOT 17, BLOCK 0 3 og h`i' o i� o �� u / `v U W r, » , » \gyp \�3 .°\ y• ` o• 9• /. •,y / R 4. , 0 2 ,0P. r• Q oU- / Cl 13.81' O'40'25 1175.00' 6.91' N58'1302 E 13.81' APPLIES TO REAR YARD F3-1 0 2c X o '2`DS• o° m 62,148 S.F. / h �s C7 2sa� N N N 1 4/ z °o" ti o+ o/ '0 O� /; V.E 1.43 AC ^ R� ue /l 4/ J ., C2 1.19' 0'02'43" 1515.00' 0.60' S89'16'06"W 1.19' ENCROACHMENTS QP G+/ O S °' C, ♦ / °o 4, \ �, 20' M • �. s' B9 5,o . ° S 4 /� 70. `V 4Y -49 0`' 9� 25, 0 z N a , » » , 2 3,l/ 'N' \� Q�oe�5�° 4),* ��5 \I/ 9� \V © C/F ' ,� ^a^tig �N� Bt V.E I o ., o / C3 439.16' 69'5339 360.00' 251.58' N82'57'49 W 412.43' ° EN0 9 o ti/gh�y ?b, ° L94 • \ sr• /, o h 4v 2pg4 �.S o cO / '' N ° _ _ , » , » , ' + °/`O'o o ° �' \ w N� ^ N �� •�' o o z C4 36.85' 4.23 38 480.50' 18.43' S59'53 32 W 36.84 o ,P 5 F A. G `b -\ ''6A• N s' �^ ^ 10 "' `� \ �5 8. +•� ,�o o �9 / 6 �0. �. x /.i co' . r� •91 °°' \.� / _ ______- - - FINAL PLAT 4j '2 2S' / '•, \ 1 S8 >) ^�0 11 o"' N5g•12'1s" M F - C5 93.10' 4'06'28" 1298.50' 46.57' S58'36'33"E 93.08' o O O O V.E2s, \ 74 CN, n. 4, \ �21 �° E f' S,,. 1/2' O �o' 1/2" O° c '� B! - _6 � sc�0 �> ^ :o/ 14 \s \ / ,4:)�, 4 8 8 NN 12 �• s C6 133.33' 6'29'05" 1178.00' 66.74' S63'54'20"E 133.26' ��� 6 2�• ° o °' ^ 4, ' > ^ �' ; &° <� Q - DOMINION OF PLEASANT VALLEY,8 13v- s �o o lo. o , of y a w �, s' �>\o /� © 4, h0 \ s ^o �^ ^ti8 ^,� �6 5�8 s �N cN�� ;' ,,, it1o'UE C7 536.28' 30'43'35" 1000.00' 274.76' N73'03'30"E 529.88'° s' 9 D O' \S. / 7 S> 9 / to 14 /f` BY SEPARATE / PHASE 2i• • RT/ 60° .2. 7 ! qR� �o �ti 13 \ �� ^^rye ^ ' 46�80 13 N N� 15 R^ / ,° U INSTRUMENT C8 120.28' 27'33'55" 250.00' 61.33' N43'54'45"E 119.12' :II 93, / STREET 15x15 /*/ S / °o°"-•• //. <� o�o�o \ • ,/'//�� \ `' 7 42s4, s 5�8j z 0 ^M 16 �^- CORNER » » \\Qo °° ,o Sd,9, 8 °' `� /.16, / sS o^ ti°' 12 %� \ NT \ 2 ^moo 0 0 781p•s3 „ �O //• W BACK OF CURB CLIP C9 98.37' 22'3241 250.00' 49.83' N11'S313 E 97.74' BEING 62.849 ACRES OUT OF THE V °�0° �O J� 7 2 \ .S c' O/ \N �e4 cv 6 Ro.o o / A �\ �o `)o °2\ CO8 h%h° N o o 42 0) \ ,n C10 22.50' 5.09'26" 250.00' 11.26' S01'ST50"E 22.50' 9 O°�F/,; > PRAIRIE 6 °���° 11 �� ���'�9iQ 2S, 5 �, �5 RAI w / _ _ _,_ _ _ _ _ _ I� GUADALUPE DE LOS SANTOS SURVEY, \ s o / �� o l BYE L4 l� 0) O T 20 B.L. V.E C11 149.31' 171.05'53" 50.00' 642.35' N39.21'41'W 99.70' ABSTRACT NO 1100 + / / (\ \� JY` 6� \CLOVER WAY 3�,�y p \ /O N^ 4 INS SEPgRq� L3 N ^ (COLLIN COUNTY); tictit�O/ 2 iy�GF \ \ �o°oe`� s& ^n,^,O 10 A/ )., . 2se �! 5'x15' E.F.S.U.D. / N O / C12 361.75 14'21 14 1444.00 181.83' S73'1219 E 360.81 & ABSTRACT NO. 1384 (DALLAS COUNTY) V S S� /�• 1`O �O ss3 % O 9 V .� \ \ ClC1 W.E. DOC. NO. / M / / �9p \ c� O 9 -4, ?o I 0 C13 325.14' 47'46 00 390.00' 172.69' So1'01 53 E 315.80' ��, 0.•F2;4' L11 C2 0 \ �^ ^� ... � � 3 0 ' - » » CITY OF WYLIE \ q ti 6s3 ^M h \ \ \ TEMPORARY / / J J . -1 m I- C14 154.97 177'3516 50.00 2374.94 N22'17 51 E 99.98 �� ' `' 8' ° 8 r� m COLLIN COUNTY AND DALLAS COUNTY, TEXAS i) 15'x15' E.F.S.U.D. 9s 063, �^ ^N h°N \ STREET m LOT m m LOT W 1 �, W�E. DOC. _NO._ COG\T� �-- - I EASEMENT U C15 526.28' 65'45'58" 458.50' 296.43' S85'02'02"E 497.86' 15'X15' E.F.S.U.D. (OO 6538 ^c\°°° 7 h°N5,� DOC. N0. 10 in 1r) , » , » o FOOT WATERLINE ESMT. To W.E. DOC. N0. ,`� �h� 'Lj� 1A 6 �� o i� `. �'� I / W I- C16 685.58' 32'4403 1200.00' 352.43' N74'1451 E 676.30' 214 RESIDENTIAL LOTS PER ORDINANCE NO. 2013-37 NORTH TEXAS MUNICIPAL WATER --- ° 538• 6 tq N to ° / 0 (/) VOL. 4456, PG. 461 O.P,R.D.C.L •� p0 �N �'�d 5 O O N - / 535.79' ' " 1416.00' 271.14' ' 532.60' o c/ 6sh ,� Y C17 21'40 46 N69'02 42"E �O oG�\ 36, ^ 0 (7 .co :�! 4 .� Ow� / / 25'B.L. Q f , » , » , 65. © °' _O - _- - - - - _i _L - - - _1 ap C18 466.06 23'4410 1125.00' 236.42' N70.04 24 E 462.73'�9 31'40'11» 38 ss38, p^ C19 149.34' 171'07'49" 50.00' 644.69' 540'36'25"W 99.70' F\'�oti R=1,345.50 648 , ,o I I I I OWNER DEVELOPER L=743.71' 4 N - fl - - - C20 431.35' 295T24" 825.00' 220.72' N7532'14"E 426.45' WYLIE DPV LIMITED PARTNERSHIP // // LOT I I LOT I C21 190.54' 43'40'04" 250.00' 100.16' S6739'02"E 185.96' C/O Team Phillips, Inc. (972) 385-0909 T=381.62' ' / / C22 404.77' 73'37'28" 315.00' 235.76' S82'37'44"E 377.49' 1914 Skillman Street, Suite 110-310 ChB=S73''�k2'S5»W Dallas, Texas 75206 CH=734\28' \ / TYPICAL SETBACK DETAIL FOR LOTS C23 137.93' 31'36'37" 250.00' 70.77' S59.59'18"W 136.18' \ \ / / TYPE B (60' WIDE) AND C24 260.15' 298'06'55" 50.00' 29.97' N27'41'28"W 51.42' JBI PARTNERS, INC. ENGINEER F \ \ / / TYPE C (50' WIDE) C25 501.54' 95'47'17" 300.00' 331.95' S5813'07"E 445.14' 16301 Quorum Drive, Suite 200 B (972)248-7676 \ \ SEE NOTE #6 THAT APPLIES TO C26 132.65' 9'41'18" 784.50' 66.48' N86'29'57"E 132.49' Addison, Texas 75001 C27 35.60' 1'22'08" 1490.00' 17.80' N89'55'49"E 35.60' TBPE No. F-438 TBPLS No. 10076000 c REAR YARD ENCROACHMENTS - C28 46.82' 10'43'47" 250.00' 23.48' N8514'59"E 46.75' FEBRUARY 5, 2018 Sheet 1 of 3 SE ROAD VARIABLE WIDTH R.O.W.) LINE TABLE LINE TABLE '"� SAS- J �• �� _mil` Ki1NGBEl! I .,>i va • \ SITE `F • NO. BEARING LENGTH NO. BEARING LENGTH V • 30' EASEMENT ATMOS ENERGY CORPORATION cm ��� ro 30' EASEMENT ATM OS ENERGY CORPORATION \ DOC. NO. 20150519000580460 O.P.R.C.C.T. L1 N75'26'30"E 35.67' L52 S8825'18"W 50.00' `,_ 0) DOC. NO. 20150519000580460 0 P.R.C.C.T. wutHcournrN Lmi �I �O L2 N44'42'03"E 5.73' L53 N76'47'41"W 21.21' - DALLAS \es� ®� '�� o Qom z 0 d \ OPEN SPACE L3 S5730'41"W 120.14' L54 S13'12'19"W 21.21' L z ci LOT 9, BLOCK A 8 7 6 5 4 3 2 \ ��o \ L4 S58'25'03"W 63.28' L55 N43'21'01"E 22.03' / ) ,, ' Ba o NI cL \ \ L5 S60'01'07"W 64.21' L56 N47'09'12"W 20.16' \ -,- ary o z o o \ A L6 S58'23'35"W 13.77' L57 S40'33'19"W 23.00' o WYLIE DPV LIMITED PARTNERSHIP \ DAYL L7 S31'26'46"E 124.04' L58 N76'4T41'W 21.21' r S o CALLED 80.178 ACRES \ ' OPEN SPACE " , ,,, DOC. NO. 20131029001473060 LOT 41, BLOCK G L8 S00'36'53 W 109.52' L59 S1312'19"W 21.21 0./ A \ v / \ \ OPEN SPACE �\ " " \ O.P.R.C.C.T. 0T 37, BLOCK F L9 S44'58'19"E 14.00' L60 N74'2907 W 21.23 .n \ �� y GROVE DOC. NO. 201300334382 c \ 2 H I L10 S00'45'15"E 50.00' L61 S15'33'32"W 21.21' r °'° O.P.R.D.C.T. o� °<<,� 4 5 40 36 G L11 S45'02'50"W 14.28' L62 S74'26'28"E 21.21' \A S. • �� �� AKE JRAY 9`PC� c0�'2• \ L12 S13'08'26"E 24.25' L63 N89'11'00"E 21.21' HUBBARD I OX- ///, 3O 2 iG \ A \ 13 16 2 L13 N2T54'39"W 120.50' L64 N00'49'00"W 21.21' qA�� 3 \ 3 L14 S57'41'43"W 35.87' L65 N89'11'00"E 21.21' / \ \ 34 \� / L15 S77'40'36"E 75.31' L66 N00'49'O0"W 21.21' o���,� 2 LOCATION MAP 38 L16 N29'20'13"E 120.50' L67 S83'O0'19"W 48.42' NOT TO SCALE AMENITY CENTER � 00 / 4 33 4 GRAPHIC SCALE 0T 10, BLOCK A tiF yT L17 S22'51'07"W 120.50' L68 S63'11'05"W 61.21' 0�j \ 11 18 100 0 50 100 200 400 \ \ 37 n 32 5 L18 S89'23'07"E 40.03' L69 N89'23'07"W 75.71' z 5 L19 S89'23'07"E 50.00' L70 S81'S9'00"W 55.78' v ��/ \ 0 19 " IN FEET - • \ L20 N89'23'07 W 50.00' L71 S79'36 52"W 55.78' ) 36 6 (� 31 61 inch = 100 ft. ~ Q / \ L21 N89'23'07"W 40.03' L72 S7625'26"W 55.81' 0 i N P \ 9 �, City of Wylie GPS control monuments for reference: Q 00 Z P 20 30 7 L22 N57'41'43"E 87.00' L73 S68'58'27"W 55.84' CM 1- Located on the north side of State Highway No. 78 near the = N Q \-P �� \ 35 " " east entrance drive for the City of Wylie Municipal Complex located at - c� J /� LP 8 \ L23 N16'26 45 W 112.88 L74 S65'28 34 W 55.85' 2000 State Highway No. 78 North. I cH \ ? \ \/ 21 ` I 29 8 L24 N8825'18"E 12.76' L75 S62'05'13"W 55.63' Elevation=530.294' I 2 / 7 \ 34 8 CM 5- Located north of the northeast intersection of Troy Road and 6 \ V © L25 N52'09 03"W 41.22' L76 S79'53 05 W 37.31 County Road 732 (Beaver Creek). 7. I2 5 22 \ ` \ 33 9 I 28 9 L26 S70'46'21"E 13.77' L77 S73'23'56"W 68.98' Elevation=454.277' © 3 4 \ 3 23 _ • „ / 5 L27 N5012'02"E 13.13' L78 S70'25'25"W 64.45' On-site Benchmarks to be used for construction: „ • L28 N48'49 51 W 13.16' L79 S672911 W 64.43' BM 1. "X" cut on top of pavement at the centerline intersection of A- • 0� 24 R-= .50/ � o 27 0 R=705.01' /L=313. 0' \ \ 32Lantana Lane and Dominion Drive. 6 L29 S1412'23"E 10.00' L80 S64'3T52"W 64.39' , Elevation=507.21 \ L= 02.85 T=5; 61' \ \2 4 \ 1 26 L30 N42'S212 E 21.42' L81 S61'38'26"W 50.60' BM 2. "X" cut on top of pavement at the centerline intersection of 28 T= 02.13' ChB=N16'29'16 \7 cj L31 N47'09'30"W 21.00' L82 N45'23'29"W 21.65' Lavender Lane and Rosemary Drive. 5 32 31 30 29 ChB N29'3 '23"E / CH 311.51 3 25Elevation=521.52 L32 N42'14'05"E 21.65' L83 S32'29'19"E 10.85' CH=2 ?�1 2„ \ 2 2 FLOOD STATEMENT: IRF 8 2" 3 L33 S14'34'48"E 21.32' L84 S4513'21"E 20.59' ��, 9 \ IRF ` \ 30 24 L34 N81'40'O1"E 18.66' L85 S5918'28"W 48.89' According to Community Panel No. 48113CO235K, dated July 7, 6 SP,GE �R�VE 2"" 1/ A " 2014 of the Federal Emergency Management Agency, National Flood RF ° \ L35 S82'50 57 W 21.21'(ikL86 S61'38 03 W 54.29 O W. � V AU N 344.01 - i TUM "E " �K� 'f .�1,s� '�OJ�j� 0 `,�6 IRF \ \ Insurance Program Map, this property lies within the area unshaded �, 1CUE BYSEPARATE g68 N37 50 57 _ y �N & OPEN SPACE \ '\2 29 4 23 L36 N0T09'03"W 21.21' L87 S64'04'58"W 54.29' Zone X, Areas determined to be outside the 0.2% annual chance INSTRUMENT _ I'' '11.-- VI • o� o o V.E. 1R 2" LOT 7, BLOCK AA G L37 S22'47'59"W 21.83' L88 S66'31'S3"W 54.29' floodplain. This flood statement does not imply that the property \1/4" \ DOM ►• I OF P EASAN ALLEY,SPACE �o �N cfl O S�PGE and/or the structures thereon will be free from flooding or flood �819 53�t OPEN 42 BLOCK I N m �! 112,68oA�S.F. \ t� �PEN�2 g� G PHA 22 L38 S65'07'10"W 23.30' L89 S68'43'36"W 45.27' damage. On rare occasions, greater floods can and will occur and L024 3g4 S• F Suo � 0 5 VOL 2016, PG. 97 " " flood heights may be increased by man-made or natural causes. R=724.50 E.F •� L39 N22'13'58 W 21.18' L90 S71'14 57 W 59.35 0.56 AC 15' It''. AA \ �\ \ This statement shall not create liabilit on the art of the ti8,ii W.E• 0 '. 7• 5'UE ypL=105.35 �9s_ - �<99 11......\--o \ $a A3, �� \ 21 , " " ii, N L40 N39'19 14 W 23.00' L91 S73'S8 07 W 69.16' Surveyor. T=52.77'' �� - 1/2- ,°� 1 \ \�°���'w �-o F °g°`'ti4> s� • 266. F2„ 6 m ,IRE :E 2 g6 cS\ 26 \ \ L41 N20'44'S7"W 21.72' L92 S76'55'53"W 59.35' GENERAL NOTES: ChB=N53'03'17"W 1/2 �°120.5p» `� N29•ZoSo 6 �sss E �,`tt'.\ 1 , 5\•061"� 20 ' IRF +47 \N ti 6'' k so N2.5o�2 s 37.zu''\ / 1o\E,� i22/ 01\ \ \ ` L42 N35'41'06"E 23.21' L93 S80'02'09"W 78.31' CH-105.26 I 41 \ 5(6 9 F g6. cp 1 F at.s IRF 23 17 46 . 1. "SELLING A PORTION OF THIS ADDITION BY METES 32' O �9�` ''� 1�`1,,55 \ L43 S48'26'17"E 20.78' L94 N44'47'54"E 21.51' sa)csa \ N217-n50 A �19- k.5' 6' RSSF , off' 929 �y�% 03 8 \ AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND 2 \�' `/ 5 0 s 2 // s •$ M0, 15e \., STATE 18 L44 S70'10'15"W 19.25' L95 N89'23'07"W 10.77' STATE LAW AND IS SUBJECT TO FINES AND 0 40 " (A \ • a' ss1 z.. �0 90 ND• ',.� V.E. \\ 26 \ WITHHOLDING OF UTILITIES AND BUILDING PERMITS. \ \ E \/y s• g`L .o F �/ e. < w 9 r " L45 S45'36'53"W 21.21' L96 N66'47'37"E 24.90' 4. LEGEND ,,.„ \m, aD tih 38 0 ° L�= 21415 © ✓ 0 1�5 5° \ o° A, 99�' .�/�' �� \� �2\;� �, 7 19 \ " 2. BLOCK B, LOTS 37 AND 38; BLOCK C, LOT 26; POB POINT OF BEGINNING 3 �2°' �•\ 4 �o ,•\ N,\g2ig o \R-1, 98. , r ,� L46 N44'23'07 W 21.21 L97 N44'46 39"E 42.54 BLOCK D, LOT 48; BLOCK I, LOT 42; BLOCK M, LOT IRF IRON ROD FOUND \ 39 c�°�1 \ ^'�o / �^' ,y o \ 1?-''' o "'' =5* .96' 25 9 IRS IRON ROD SET �°�� 's N h / �� £ \• sGF J "'� T Cy 20 L47 S45'36'S3"W 21.21' L98 N32'46'47"E 126.72' 14; BLOCK 0, LOT 17; BLOCK Q, LOT 20; BLOCK AA, ROW RIGHT-OF-WAY \ \ " '��, °e;°05° 3 / ��/ / �/ s�\' . � � \\ao. 10o�'E 6 T=25 20' Cy / L48 S44'23'07"E 21.21' L99 N7T46'47"E 38.s8' LOT 7 ARE COMMON AREAS THAT SHALL BE BL BUILDING LINE a= 5 ® 05 4 11 \O • •• /' �� 30 �� \ 50 0s �,. " DEDICATED TO AND MAINTAINED BY THE HOME HOA ' 38 ,,F, IP \ \ / �/ / /�° \ sGF 1 16 2$$g o� ChB=O/8 1 - 24 / L49 N4510'40"WL100 " 86.84' OWNER'S HOMEOWNERS ASSOCIATION R 604.00 C.°), /I, v.E. / \ 1 �/� , y 21 \ 20.92' N32 46 47 E ASSOCIATION. SWE SIDE WALK EASEMENT L= 86.11' ?,9 o`�'o�'o �0��\ �::� 0,'`� o� o 11 " --r�oo• ' R•2,25 23 ��� \ ��� L50 N13'05'15"W 44.78' L101 N32'46'47"E 93.68' UE UTILITY EASEMENT \ 2' �� 8' �ti w 565 , \ �\ \\ N6� 5 \ /o \ 3. GPS COORDINATES ARE RECTIFIED TO NAD 83 VE VISIBILITY EASEMENT 38 • . 37 \ �� 7 e 1�• 50 / 56 ° o �o ���\+�q_ 5 �o• �o�,� ss. �3� s8 N 5a. \ 1� 0 s q �� 9 �. � / L51 N01'34 42"W 105.07 L102 N77'4s 47 E 39.02 STATE PLANE COORDINATE SYSTEM NORTH CENTRAL ::. ChB=1�$9 " 4 W ��, sZ,�` ;b 12 4 �T�Xo G\ 22 TEXAS ZONE 4202 (FEET). WE WATER EASEMENT ' " , `� 1ti 4 c , ti, STREET NAME CHANGE INDICATOR z9 , �° .`� `�• Z �,, \ "F O o o \ Q 9 36 0 31 O.P.R.C.C.T. 1 G,`o ,,,o-o"� O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY TEXAS CH\6 9.8'1 /, ^D o V O \T o e9 0� T O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS DALLAS COUNTY TEXAS 6 �� A "° h �, � s 's� 1�� ti �A 0°5�� \XA K�C \V CURVE TABLE 4. All CORNERS ARE ONE-HALF INCH IRON ROD E.F.S.U.D. EAST FORK SPECIAL UTILITY DISTRICT \ �otiys T, >>9� `O�^�0 35 �o 4 3� �S�� �sr 1�.0 �� AFL• „ 1 111 ��z� 3 �`V` o \A �� N0. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD WITH A YELLOW CAP STAMPED "JBI" SET UNLESS o� 6' F •"' o' 32 A°-'' \ \ 13 .°�• °°?� QP°��i/ o " " NOTED OTHERWISE. �e 6\ 17 .o �/ ^4'^`\' 34 b `� 0 s �°F• o Cl 13.81' 0'40 25 1175.00' 6.91' N58'13 02 E 13.81 °° �� /� >98. �' 0 33 `�°� 6o O�� s� 28 o L2 2 „X» \�y,A QF.O.7c.C' 00. V.E. 4° O M Co 9' ,t N47°08'18"E G',S ,9 ° `1, ,P ' " ' ' ' 5. FENCING AND LANDSCAPING RESTRICTIONS APPLY L82 \ 8 9) <� �3�8' �� Q z h�0N�1 '\-�`�p�, 164.29' �'✓ , No , �o/�'o° s� C2 1.19' 0'02 43" 1515.00' o.so s8s'1s'os»w 1.1s ' TO VISIBILITY EASEMENTS REFER TO WYLIE ` 0 1 s 6'' F Q o• / •'tij ` 0 9° C3 439.16' 69'53'39" 360.00' 251.58' N82'57 49 W 412.43 20'x45'uE i` C ° °0° s9• 27 P / �° s h z 2sCOMPREHENSIVE ZONING ORDINANCE AND s° •, �6, \ g �'s2' 106' <s�s, /'• Oo� S, 14 6� °s2 2» 00 O' 2» °o • " • " PD-2013-37, AS AMENDED FOR REQUIREMENTS. e o C4 36.85 4'23 38 480.50 18.43 S59'S3 32 W 36.84 o� asI9o4.5o 20 2» 36.85, °0 s �o -)� /9 A °�,� •• d9� • RF �� RF / o, ,,,9• 6 WYLIE DPV LIMITED PARTNERSHIP , 2» RF 14 `� s9• 26 //. / '• /� °s so o° ss 27 �j ° '�`'s' C5 93.10' 4'06'28" 1298.50' 46.57' S58'36'33"E 93.08' .' F ,C4 10.49' 6. CITY OF WYLIE ORDINANCE N0. 2016-27 ALLOWS CALLED 139.871 ACRES iTR T 20ss 7\°' ' Cs 133.33' 6'2905" 1178.00' 66.74' S6354'20"E 133.26' FORA 5 FOOT REAR YARD ENCROACHMENT. DOC. NO. 20131029001473050 90`/6� 9/ •�F2s ° / oo �O.P.R.C.C.T. 23 5`73625 (- / 0 0 , 0 o s,9. 2s F /1 , 0' F . 0 , �� C7 536.28' 3043'35" 1000.00' 274.76' N7303'30"E 529.88' DOC. NO. 201300334381 . QL- Mo / 16 • // °° d s g °' F •F o \ s o o ,+� ,9. /. , " " ' 0.P.R.D.C.T. ;L P �A ► �J - 24R P /<` ti° '� s° o s0. 25 °' F /• \ o o 2 C8 120.28' 27'33 55 250.00' 61.33' N43'S4 45 E 119.12 o\ �.. o.o s . n ° , so tx oy ,h 7o••' F 2 �0 /. so 09' `S'cP 17 °\ �'° `gyp / / / \, g °O',F/•�/ ',: C9 98 .37' 22'32'41" 250.00' 49.83' N11'53'13"E 97.74'. - O _ ►� M/N/ V.E. s / FINAL PLATy �/ .�� K \ OT=11 0%/ b �2s sO' F/ �`\ o� " " ,.,'... / 6, " / Rl�/ • `` / �o o o°� s� ° 24 • '� / s• °o• h / C10 22.50 5'09 26 250.00 11.26 S01'57 50 E 22.50s'UE Q 20 r� s .R9ChB N69 4� 30 E V j, s �., 0 000.0 9 /• ♦ O �/� a ° \ \ / oo cb 15'X15' ��► !i ° 6 '68 ' \C by 0C� s 0' K' <�' 0 h 72 2u', / O� / " ( 13' F , - O' . " . , " , E.F.S.U.D. / �, F 2Q s 18 0 �f o o� �`� p�' cQ ? s sF /. �h C11 149.31' 171'05 53 50.00 642.35' N39'21 41 W 99.70 DOMINION OF PLEASANT VALLEY W.E. �R J .� ^� KO (:H= %75.49 6 P .opo �,�' / , �� o \s 23 s0, F /�: h° Ix / %9. O 4(,9 \ DOC. NO. cr o�** 19 dc, cs*49' G (� d- 2° c'?O O o /• Q 'O 1'F�9 , " " o• • v 7 •,� s �_ o°• �� , c�'• O, ti L11 ' \ .5 8 • o, L °, � > �, �" / / � O r� \ ( C12 361 J5 14'21'14 1444.00' 181.83' S73`I 2'19 E 360.81' ----- <s 30 , ����� 59�9, /2 �g y .F ��s ° //: ��'' / / ›ti , " , " PHASE 2 , s ', ry �, IRF s9, 3� \ 19 o s 22 0' . / 1 /' C13 325.14 4T46 00 390.00 172.69 S01'01 53 E 315.80 ?�� '�� �' \ 18 OM 5 5 7 •\c 00 �9. \ �` �� I 4 Q� ►� / N 'o• N �° 92p 6 M \ �! 0 '���' O �� 15'X15' E.F.S.U.D. �• C14 154.9T 17T35'16" 50.00' 2374.94' N22'1T51"E 99.98' <�, �/ F NN �sy `� .``��ry� 17 �� 59 8 V ''o, \\X �y� \ •. 06 s 21°so �•��o� 0 FOOT WATERLINE ESMT. TO W.E. DOC. No.- ,\� ,h'� BEING 62.849 ACRES OUT OF THE /�` N •N� `' o o�' 24 1/2„ 9 \ �° \ 6 89, /• °o �,� NORTH TEXAS MUNICIPAL WATER --- t, C15 526.28' 65'45'58" 458.50' 296.43' S85'02'02"E 497.86' GUADALUPE DE LOS SANTOS SURVEY, h 13 '`o �' / 4 ( 20 s // VOL. 4456, PO. 461 o P.R.D.c.T. �0� C16 685.58' 32'44 03 1200.00' 352.43' N74'14 51 E 676.30' T / , \ /Q o Nc 16 , .� 59.2g, IRF L2 2 �. .<y�/ 01�0 \ \\\ N.o to 32.47 RF 0ri.\\,,,. \\ �� /• T s o NSF ' S 15 1 �, 27•�0' 6p oo' �. \ \ �° \ / •'(`°h/// `' " " ABSTRACT N 0. 1100 (COLLIN COUNTY), A,• 12 <, s• M,9 N ,�• b b N5�47.43„ ( L\\o��. �\ ` �� Q / C17 535.79' 21 4046 1416.00' 271.14' N690242 E 532.60' & ABSTRACT NO. 1384 (DALLAS COUNTY) �^�, U� "1 �i ^V p 14 y cy i O 72 5 e 1-- 5'UE \G \ F O / o,°��° 11 \•� C� 0 • '> ��QB- `�,o`O 13 o 2 w \ l`� it'1 l• / C18 466.06' 23'44'10" 1125.00' 236.42' N70'04'24"E 462.73' ru - `�CP ? E) c° N 0i / 1p-/`/ �,� M c�;�' 12 0 10 \ \ s o �/� ° " , „ , CITY OF WYLIE sR w�oE �� �� `�cp. 11 m VA ° C19 149.34' 171'07'49 50.00' 644.69' S40'36 25 W 99.70 SpF� • COLLIN COUNTY AND DALLAS COUNTY, TEXAS GTy OFOSEMENT • ,,VV , 10 O : �n 1 M B� c0 St r " r a - 0 4'42>, pA\\ONCE �7 ��' 6, /�� 4 D v o • �. gt 25�• 4 G //// RE 4 2s u1 C20 431.35' 29'57 24 825.00' 220.72' N751214 E 426.45' _ _ - _ _ _ O.P.R.0.228 �� ��' / h :V� 9 ,�c/ \ V •• i�' -�' �� �J•o0 �' v r " , r " �� .�� �� o N5j4,' _ '� 4,"� 20'45'05" c21 190.54' 43.4004 250.00' 100.16 ss7.3902 E 185.96' 214 RESIDENTIAL LOTS PER ORDINANCE NO. 2013-37 A M , ^� 4`O 8 <v e< 43»E g0.0� o " , " , - O 0 `b• p 6 32.9s, N 85 3 R=275.00' C22 404.77' 73'37'28" 315.00' 235.76' S82'37 44 E 377.49 C8 g2 03 < - - ^''°0N 7 co `�, �� 35� / / L-99.60' C23 137.93' 31'36'37" 250.00' 70.77' S59'59'18"W 136.18' v� - _ _ - - _ _ �. 73.00' cv •� 6 Co M tl.l '--� _ �, -' �°'X1°'U / / / , , " r " x a �0'62' �' cv a'0 5 co w /�, / T=50.35 C24 260.15' 298'06 55 50.00' 29.97' N 27'41 28 W 51.42' 6g'82' �" ^'o�i N.`•n 4 • 25' --25'e� P. (O// // // ChB=S10.59'25"W C25 501.54' 95'47'17" 300.00' 331.95' S58'33'07"E 445.14' WYLIE DPV LIMITED PARTNERSHIP OWNER/DEVELOPER „K� 67 N cy 0 I\ r". w 53' M o 3 co z\� S5�•41' ss72' 65 NM CDs? 2 �°' 1 �-�/ / / / CH-99.06' C26 132.65 9'4118" 784.50 66.48 N86'29'57 E 132.49 C�O Team Phillips, Inc. (972) 385-0909 N�,, _ • �3� 6 'o'00' �`'Lcsoi •c 4ffl�, zo Fool WATERLINE ESMT To C27 35.60' 1'22'08" 1490.00' 17.80' N89'55'49"E 35.60' 1914 Skillman Street, Suite 110-310 r � roy 6p•00' p�'g`6�� NORTH TEXAS MUNICIPAL WATER Dallas Texas 75206 _ o , �° \ VOL 99148, PG 2115 O.P.R 9.C.T. C28 46.82' 10'43'47" 250.00' 23.48' N8514'59"E 46.75' ' �z o _ _ VOL. 4480, PG. 2423 0 P.R.GC.T. _ _ -- _ _ �2�'�� 11 4p•84' / ��P SPgC� - _ $a 3 i4, g JBI PARTNERS, INC. ENGINEER y y - _ - - •°•079 �c Loci M 16301 Quorum Drive, Suite 200 B (972)248-7676 20:TE:sA G - _ / -_ . NGRTT r - _ _ Addison, Texas 75001 oZONE ESMT _ / / _ _ _ TBPE No. F-438 TBPLS No. 10076000 P 9910 yy waTEy °p.RD4yys - _ _ ' - _ FEBRUARY 5, 2018 Sheet 2 of 3 L OWNER'S CERTIFICATION N Surveyor's Certificate STATE OF TEXAS N LEGAL DESCRIPTION CONTINUED (TRACT 1) Know All Men By These Presents: COUNTIES OF COLLIN AND DALLAS N South 89 degrees 23 minutes 07 seconds East, 40.03 feet to a one half-inch iron rod found for corner; North 00 degrees 36 minutes 53 seconds East, 120.50 feet to an "X" in concrete found for corner; That I, Mark W. Harp, do hereby certify that I prepared this plat from an actual and accurate survey of the TRACT 1 South 89 degrees 23 minutes 07 seconds East, 50.00 feet to a one half-inch iron rod found for corner; land and that the corner monuments shown thereon as set were properly placed under my personal supervision North 00 degrees 36 minutes 53 seconds East, 923.00 feet to a one-half inch iron rod found for corner; in accordance with the Subdivision Ordinance of the City of Wylie. WHEREAS, Wylie DPV Limited Partnership is the owner of a tract of land located in the City of Wylie, Collin and Dallas County, Texas, a North 89 degrees 23 minutes 07 seconds West, 50.00 feet to a one-half inch iron rod found for corner; part of the Guadalupe De Los Santos Survey, Abstract Number 1100 in Collin County and Abstract Number 1384 in Dallas County, North 00 degrees 36 minutes 53 seconds East, 120.50 feet to a one-half inch iron rod found for corner; Texas, and being a part of a called 80.178 acre tract of land described in a special warranty deed to Wylie DPV Limited Partnership as North 89 degrees 23 minutes 07 seconds West, 40.03 feet to a one-half inch iron rod found for corner; Dated this, the 5th day of February, 2018. , . , recorded in Document No. 20131029001473060, Official Public Records of Collin County, Texas, and being a part of a called 139.871 Northwesterly, 102.28 feet along a curve to the right having a central angle of 43 degrees 34 minutes 08 seconds, a radius r, OF F_� acre tract of land described in a special warranty deed to Wylie DPV Limited Partnership as recorded in Document No. of 134.50 feet, a tangent of 53.75 feet, and whose chord bears North 67 degrees 36 minutes 03 seconds West, 99.83 feet to a ,6...0 a►s-r .9�,1 20131029001473050, Official Public Records of Collin County, Texas, and being all of a called 2.009 acre tract of land described in a one-half inch iron rod found for corner; special warranty deed to Wylie DPV Limited Partnership as recorded in Document No. 20161227001743810, Official Public Records of North 45 degrees 49 minutes 00 seconds West, 385.08 feet to a one-half inch iron rod found for corner; . ,MARK W. HARP ► Collin County, Texas, and also being all of Lot 24, Block I, Dominion of Pleasant Valley, Phase 1, an addition to the City of Wylie as South 44 degrees 11 minutes 00 seconds West, 120.50 feet to a one-half inch iron rod found for corner; MARK W. HARP, R.P.L.S., Registration No. 6425 , recorded in Volume 2016, Page 17, Collin County Plat Records, and being further described as follows: North 45 degrees 49 minutes 00 seconds West, 50.00 feet to a one-half inch iron rod found for corner; , '•. ,0 6425 ,1 , South 44 degrees 11 minutes 00 seconds West, 13.50 feet to a one-half inch iron rod found for corner; )�9ti�•FESS\��yo�, BEGINNING at a one-half inch iron rod with yellow cap stamped "JBI" found (hereinafter called "one-half inch iron rod found") at the North 45 degrees 49 minutes 00 seconds West, 171.13 feet to the POINT OF BEGINNING and containing 2,440,055 square feet sug'J - ' north corner of Lot 22, Block B, of said Dominion of Pleasant Valley, Phase 1, said corner being in the southeast right-of-way line of or 56.016 acres of land. - . ' Sachse Road (a variable width right-of-way) described in a general warranty deed to the City of Wylie as recorded in Document No. 20150325000380000, Official Public Records of Collin County, Texas; BASIS OF BEARING: The basis of bearing is derived from GPS observations using the City of Wylie geodetic monuments. (Coordinate System: North Central STATE OF TEXAS § THENCE along the southeast right-of-way line of Sachse Road as follows: Zone 4202 State Plane Coordinates, NAD83). North 44 degrees 15 minutes 36 seconds East, 847.72 feet to a one-half inch iron rod found for corner; COUNTY OF DALLAS § Northeasterly, 198.69 feet along a curve to the left which has a central angle of 12 degrees 30 minutes 37 seconds, a radius of 910.00 feet, a tangent of 99.74 feet, and whose chord bears North 38 degrees 00 minutes 17 seconds East, 198.30 feet to a TRACT 2 BEFORE me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally one-half inch iron rod found for corner; appeared Mark W. Harp, known to me to be the person whose name is subscribed to the foregoing instrument North 75 degrees 26 minutes 30 seconds East, 35.67 feet to a one-half inch iron rod found for corner at the intersection of WHEREAS, Wylie DPV Limited Partnership is the owner of a tract of land located in the City of Wylie, Dallas County, Texas, a part and acknowledged to me that he executed the same for the purposes and consideration therein expressed. the southeast right-of-way line of Sachse Road with the southwest right-of-way line of Pleasant Valley Road (a variable width of the Guadalupe De Los Santos Survey, Abstract Number 1384, and being a part of a called 139.871 acre tract of land described right-of-way); in a special warranty deed to Wylie DPV Limited Partnership as recorded in Document No. 201300334381, Official Public Records of GIVEN UNDER MY HAND AND SEAL OF OFFICE this the 5th day of February, 2018. Dallas County, Texas, and being a part of a called 62.744 acre tract of land described in a special warranty deed to Wylie DPV THENCE along the southwest right-of-way line of Pleasant Valley Road as follows: Limited Partnership as recorded in Document No. 201300334380, Official Public Records of Dallas County, Texas, and being a part Southeasterly, 93.21 feet along a to the right which has a central angle of 13 degrees 01 minutes 33 seconds, a radius of of a called 68.080 acre tract of land described in a special warranty deed to Wylie DPV Limited Partnership as recorded in . 410.00 feet a tangent of 46.81 feet, and whose chord bears South 51 degrees 48 minutes 44 seconds East, 93.01 feet to a one-half Document No. 201300334379, Official Public Records of Dallas County, Texas, and being further described as follows: ;:o�?-'• ..•e, ROSAM.GARCIA g g NotaryPublic in and for the State of Texas * �1- * No r,iP S ° T inch iron rod found for corner; 17,A r� M Co E I r 04 13 20 "JBI" 9•'• ice` No r ID. 12489220-5 North 44 degrees 42 minutes 03 seconds East, 5.73 feet to a one-half inch iron rod found for corner; BEGINNING at a one-half inch iron rod with yellow cap stamped found (hereinafter called one-half inch iron rod found) at ..••:rF..oF.. :: South 45 degrees 13 minutes 21 seconds East, 898.38 feet to a one-half inch iron rod found for corner; the northwest corner of Lot 2, Block K, Dominion of Pleasant Valley, Phase 1, an addition to the City of Wylie as recorded in Volume 2016, Page 17, Collin County Plat Records, said point being in the south right-of-way line of Dominion Drive (a 60 foot THENCE South 44 degrees 25 minutes 51 seconds West, 205.02 feet to a one half-inch iron rod found for corner in the northwest line wide right-of-way); of a called 3.000 acre tract of land described in a warranty deed to Alan L. Stufft and wife, Cheryl A. Stufft, as recorded in Volume 5822, Page 988, Official Public Records of Collin County, Texas, said point also being the north corner of said 2.009 acre tract; THENCE South 08 degrees 20 minutes 42 seconds East, 120.00 feet to a one half-inch iron rod found at the southwest corner of said Lot 2; THENCE South 31 degrees 53 minutes 00 seconds East, 178.21 to a one half-inch iron rod found for corner, said point being the east corner of said 2.009 acre tract; THENCE Northeasterly, 378.24 feet along a curve to the left having a central angle of 23 degrees 57 minutes 35 seconds, a radius of 904.50 feet, a tangent of 191.93 feet, and whose chord bears North 69 degrees 40 minutes 30 seconds East, 375.49 ;1 THENCE South 31 degrees 47 minutes 41 seconds East, 497.31 feet to a one half-inch iron rod set for corner; feet to a one-half inch iron rod found for corner in the south line of Lot 7, Block K of said Dominion of Pleasant Valley, Phase „ 1; "RECOMMENDED FOR APPROVAL THENCE South 32 degrees 29 minutes 19 seconds East, 10.70 feet to a one half-inch iron rod set for corner; THENCE North 57 degrees 41 minutes 43 seconds East, 87.00 feet to a one-half inch iron rod found at the southeast corner of THENCE South 57 degrees 30 minutes 41 seconds West, 120.14 feet to a one half-inch iron rod set for corner; g Lot 8, Block K of said Dominion of Pleasant Valley, Phase 1; THENCE South 58 degrees 25 minutes 03 seconds West, 63.28 feet to a one half-inch iron rod set for corner; THENCE North 16 degrees 26 minutes 45 seconds West, 112.88 feet to a one half-inch iron rod found at the northeast corner of Chairman, Planning & Zoning Commission Date said Lot 8, said corner being in the south right-of-way line of Dominion Drive; City of Wylie, Texas THENCE South 60 degrees 01 minutes 07 seconds West, 64.21 feet to a one half-inch iron rod set for corner; THENCE Southeasterly, 501.54 feet along a curve to the right following the southwest right-of-way line of Dominion Drive, said THENCE South 58 degrees 23 minutes 35 seconds West, 13.77 feet to a one half-inch iron rod set for corner; curve having a central angle of 95 degrees 47 minutes 17 seconds, a radius of 300.00 feet, a tangent of 331.95 feet, and whose "APPROVED FOR CONSTRUCTION" chord bears South 58 degrees 33 minutes 07 seconds East, 445.14 feet to a one-half inch iron rod set for corner; THENCE South 31 degrees 26 minutes 46 seconds East, 124.04 feet to a one half-inch iron rod set for corner; THENCE South 57 degrees 41 minutes 43 seconds West, 728.64 feet to a one-half inch iron rod set for corner; THENCE Northeasterly, 13.81 feet along a curve to the left having a central angle of 00 degrees 40 minutes 25 seconds, a radius of 1175.00 feet, a tangent of 6.91 feet, and whose chord bears North 58 degrees 13 minutes 02 seconds East, 13.81 feet to a one THENCE North 13 degrees 05 minutes 15 seconds West, 44.78 feet to a one-half inch iron rod set for corner; Mayor, City of Wylie, Texas Date half-inch iron rod set for corner; THENCE South 88 degrees 25 minutes 18 seconds West, 220.90 feet to a one-half inch iron rod set for corner; THENCE South 32 degrees 07 minutes 10 seconds East, 170.50 feet to a one half-inch iron rod set for corner; "ACCEPTED" v THENCE North 01 degrees 34 minutes 42 seconds West, 105.07 feet to a one-half inch iron rod set for corner; THENCE Southwesterly, 743.71 feet along a curve to the right having a central angle of 31 degrees 40 minutes 11 seconds, a radius of 0 1345.50 feet, a tangent of 381.62 feet, and whose chord bears South 73 degrees 42 minutes 55 seconds West, 734.28 feet to a one THENCE South 88 degrees 25 minutes 18 seconds West, 50.00 feet to a one-half inch iron rod set for corner; A half-inch iron rod set for corner; THENCE North 01 degrees 34 minutes 42 seconds West, 290.83 feet to a one-half inch iron rod set for corner; Mayor, City of Wylie, Texas Date THENCE South 00 degrees 36 minutes 53 seconds West, 109.52 feet to a one half-inch iron rod set for corner; THENCE South 44 degrees 58 minutes 19 seconds East, 14.00 feet to a one half-inch iron rod set for corner; THENCE North 45 degrees 23 minutes 29 seconds West, 21.65 feet to a one-half inch iron rod set for corner in the southwest right-of-way line of Dominion Drive; The undersigned, the City Secretary of the City of Wylie, Texas, hereby certifies that the foregoing final plat of THENCE South 00 degrees 45 minutes 15 seconds East, 50.00 feet to a one half-inch iron rod set for corner; the DOMINION OF PLEASANT VALLEY, PHASE 2 subdivision or addition to the City of Wylie was submitted, by THENCE Northeasterly, 132.65 feet along a curve to the left following the southwest right-of-way line of Dominion Drive, said formal action, then and there accepted the dedication of streets, alley, parks, easement, public places, and THENCE Southwesterly, 1.19 feet along a curve to the right having a central angle of 00 degrees 02 minutes 43 seconds, a radius of curve having a central angle of 09 degrees 41 minutes 18 seconds, a radius of 784.50 feet, a tangent of 66.48 feet, and whose water and sewer lines as shown and set forth in and upon said plat and said Council further authorized the 1515.00 feet, a tangent of 0.60 feet, and whose chord bears South 89 degrees 16 minutes 06 seconds West, 1.19 feet to a one chord bears North 86 degrees 29 minutes 57 seconds East, 132.49 feet to the POINT OF BEGINNING and containing 297,638 Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. half-inch iron rod set for corner; square feet or 6.833 acres of land. is THENCE South 45 degrees 02 minutes 50 seconds West, 14.28 feet to a one half-inch iron rod set for corner; BASIS OF BEARING: Witnesss my hand this ____ day of , A.D., 2018. THENCE South 00 degrees 36 minutes 53 seconds West, 116.08 feet to a one half-inch iron rod set for corner; The basis of bearing is derived from GPS observations using the City of Wylie geodetic monuments. (Coordinate System: North Central Zone 4202 State Plane Coordinates, NAD83). THENCE North 89 degrees 23 minutes 07 seconds West, 220.00 feet to a one half-inch iron rod set for corner; NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: City Secretary, City of Wylie, Texas THENCE South 00 degrees 36 minutes 53 seconds West, 448.01 feet to a one half-inch iron rod set for corner; THAT WYLIE DPV LIMITED PARTNERSHIP, acting herein by and through its duly authorized officers, does hereby adopt this plat designating the herein I above described property as DOMINION OF PLEASANT VALLEY, PHASE 2 an addition to the City of Wylie, Texas, and does hereby dedicate, in fee THENCE Southwesterly, 99.60 feet along a curve to the right having a central angle of 20 degrees 45 minutes 05 seconds, a radius of simple, to the public use forever, the streets, rights-of-way, and other public improvements shown thereon. The streets and alleys, if any, are 275.00 feet, a tangent of 50.35 feet, and whose chord bears South 10 degrees 59 minutes 25 seconds West, 99.06 feet to a one dedicated for street purposes. The easements and public use areas, as shown, are dedicated, for the public use forever, for the purposes indicated half-inch iron rod set for corner; 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 THENCE South 13 degrees 08 minutes 26 seconds East, 24.25 to a one half-inch iron rod set for corner, said point being in the north Wylie. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same right-of-way line of Dominion Drive (a 60 foot wide right-of-way) dedicated by plat of said Dominion of Pleasant Valley, Phase 1; unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Wylie's use thereof. THENCE Northwesterly, 439.16 feet along a curve to the left following the northeast right-of-way line of Dominion Drive, said curve 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 having a central angle of 69 degrees 53 minutes 39 seconds, a radius of 360.00 feet, a tangent of 251.58 feet, and whose chord other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective '' bears North 82 degrees 57 minutes 49 seconds West, 412.43 feet to a one-half inch iron rod found at the south corner of said Lot systems in said easements. The City of Wylie and public utility entities shall at all times have the full right of ingress and egress to or from their FINAL PLAT 24, Block I; respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, 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. THENCE North 27 degrees 54 minutes 39 seconds West, 120.50 feet to a one-half inch iron found at the north corner of said Lot 24, DOMINION OF PLEASANT VALLEY Block I; This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Wylie, Texas. >' THENCE continuing along the northeast line of said Dominion of Pleasant Valley, Phase 1 as follows: WITNESS, my hand, this the 5th day of February, 2018. PHASE 2 Southwesterly, 36.85 feet along a curve to the left having a central angle of 04 degrees 23 minutes 38 seconds, a radius of 480.50 feet, a tangent of 18.43 feet, and whose chord bears South 59 degrees 53 minutes 32 seconds West, 36.84 feet; WYLIE DPV LIMITED PARTNERSHIP, a Texas Limited Partnership BEING 62.849 ACRES OUT OF THE South 57 degrees 41 minutes 43 seconds West, 35.87 feet to a one-half inch iron rod found for corner; By: Webb Peak Development Partners LP, GUADALUPE DE LOS SANTOS SURVEY, Northwesterly, 686.11 feet along a curve to the right having a central angle of 65 degrees 05 minutes 05 seconds, a radius of its general partner 604.00 feet, a tangent of 385.42 feet, and whose chord bears North 89 degrees 45 minutes 45 seconds West, 649.81 feet to a ABSTRACT NO. 1100 (COLLIN COUNTY); one-half inch iron rod found for corner; By. RNH Development Company, & ABSTRACT NO. 1384 (DALLAS COUNTY) South 32 degrees 46 minutes 47 seconds West, 120.50 feet to a one-half inch iron rod found for corner; its general partner Northwesterly, 105.35 along a curve to the right curve having a central angle of 08 degrees 19 minutes 53 seconds, a radius of 724.50 feet, a tangent of 52.77 feet, and whose chord bears North 53 degrees 03 minutes 17 seconds West, 105.26 feet to a By: CITY OF WYLIE one-half inch iron rod found for corner; Ronald N. Haynes, Jr. COLLIN COUNTY AND DALLAS COUNTY, TEXAS North 37 degrees 50 minutes 57 seconds East, 344.01 feet to a one-half inch iron rod found for corner; President Northeasterly, 202.85 feet along a curve to the left which has a central angle of 16 degrees 29 minutes 08 seconds, a radius 214 RESIDENTIAL LOTS PER ORDINANCE NO. 2013-37 of 705.00 feet, a tangent of 102.13 feet, and whose chord bears North 29 degrees 36 minutes 23 seconds East, 202.15 feet to a one-half inch iron rod found for corner; South 68 degrees 38 minutes 11 seconds East, 120.50 feet to a one half-inch iron rod found for corner; Northeasterly, 313.40 feet along a curve to the left which has a central angle of 21 degrees 45 minutes 07 seconds, a radius STATE OF TEXAS § of 825.50 feet, a tangent of 158.61 feet, and whose chord bears North 10 degrees 29 minutes 16 seconds East, 311.51 feet to a one half-inch iron found for corner; COUNTY OF DALLAS § WYLIE DPV LIMITED PARTNERSHIP OWNER/DEVELOPER South 77 degrees 40 minutes 36 seconds East, 75.31 feet to a one half-inch iron rod found for corner; 1' Southeasterly, 93.10 feet along a curve to the left having a central angle of 04 degrees 06 minutes 28 seconds, a radius of Jr., c/o Team Phillips, Inc. (972) 385-0909 1298.50 feet, a tangent of 46.57 feet, and whose chord bears South 58 degrees 36 minutes 33 seconds East, 93.08 feet to a BEFORE me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ronald N. Haynes, known one-half inch iron rod found for corner; to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the 1914 Skillman Street, Suite 110-310 North 29 degrees 20 minutes 13 seconds East, 120.50 feet to a one half-inch iron rod found for corner; purposes and consideration therein expressed. Dallas, Texas 75206 Southeasterly, 133.33 feet along a curve to the left having a central angle of 06 degrees 29 minutes 05 seconds, a radius of 1,178.00 feet, a tangent of 66.74 feet, and whose chord bears South 63 degrees 54 minutes 20 seconds East, 133.26 feet to a GIVEN UNDER MY HAND AND SEAL OF OFFICE this 5th dayof February, 2018. `. �::-P�. ' JBI PARTNERS, INC. ENGINEER jotiP•' "••Bey; ROSA M.GARCIA one-half inch iron rod found for corner; _; 1 No r P : ,S °:T 1I South 22 degrees 51 minutes 07 seconds West, 120.50 feet to a one half-inch iron rod found for corner; ,.. r *? M Co E I r 04 13 20 16301 Quorum Drive, Suite 200 B (972)248-7676 ` `� "°i r .ID 12489220-5 Addison, Texas 75001 9•'�•. .•`4 e:` '. Southeasterly, 503.96 feet along a curve to the left having a central angle of 22 degrees 14 minutes 14 seconds, a radius of aF 1,298.50 feet, a tangent of 255.20 feet, and whose chord bears South 78 degrees 16 minutes 00 seconds East, 500.81 feet to a - TBPE No. F-438 TBPLS No. 10076000 one-half inch iron rod found for corner; Notary Public, State of Texas FEBRUARY 5, 2018 Sheet 3 of 3 1 . Wylie Planning and Zoning Commission .1887. AGENDA REPORT Meeting Date: March 6, 2018 Item Number: 4 Department: Planning Woodbridge Crossing Prepared By: Jasen Haskins Subdivision: Addition Date Prepared: February 26, 2018 Zoning District: PD 2008-43 Site Plan, Elevations, and Exhibits: Previous Elevations Subject Consider, and act upon, approval of a Site Plan for a retail use (Ulta), being Lot 8R-1, Block A of the Woodbridge Crossing Addition, generally located south of FM 544 and west of Springwell Parkway. Recommendation Motion to approve a Site Plan for a retail use (Ulta),being Lot 8R-1, Block A of the Woodbridge Crossing Addition, generally located south of FM 544 and west of Springwell Parkway. Discussion OWNER:Woodbridge Crossing,LP APPLICANT/ENGINEER: Levinson Alcoser Associates This site plan is another revision of a site plan approved by the P&Z Commission in January of 2018, itself being a revision of a site plan approved in December 2017. The reason for the revision is that a potential tenant of one of the buildings dropped out of the development. Therefore the applicant is requesting to develop one building of 10,125 sq ft on one lot consisting of 7.286 acres. For reference,the original site plan consisted of two single-story buildings of 10,125 sq ft and 6,000 sq ft to be used for retail purposes. The lst revision added a third building of 8,438 sq ft.Both the 6,000 sq ft building and the 8,438 sq ft building are no longer part of this proposal. Revised elevations are also included for consideration. Although very similar to the previously approved site plans,staff didn't feel that staff level approval was appropriate due to the scale of the project. While parking, fire lanes, and landscaping are essentially the same, Planning staff asked for Engineering and Fire review,both of which provided tentative approval of the layout. The property is zoned PD 2008-43. This portion of the planned development is designated for Commercial Corridor base zoning and is part of the overall Woodbridge Crossing development. Access to the lot is via a 30' fire lane and access drives from FM 544 and from Springwell Parkway. Trash enclosures, utility lines, and any minor landscaping will be finalized when construction documents are submitted. Those, and other items,will be in conformance with other properties on the site and the City requirements. The site complies with the Planned Development guidelines and the Zoning Ordinance's Site,Landscape&Architectural Design requirements and conforms to architectural design, themes, materials and colors of the Woodbridge Crossing commercial center. The proposed plan is recommended for approval subject to additions and/or alterations to the engineering plans as re•uired b the En•ineerin• De•artment. Approved By Initial Date Department Director RO 03/02/18 Page 1 of 1 Page 21 of 44 m r FLOOD CERTIFICATION: rattan Patcf� - _ -_ - - - 3Lot 1JR 7 0 NO APPURTENANCE BETWEEN THE HEIGHT - ' Block g;THIS PROPERTY LIES IN ZONE"X"AND DOES NOT LOCATE WITHIN PRESENTLY ESTABLISHED 100-YEAR 1.4C17..3 Acres = FLOOD OD PLAIN,ASSHOWNBY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE OF 2 FEET AND 9 FEET MAY BE PLACED IN A RATE MAP FOR THE COUNTY OF COLLIN,TEXAS, COMMUNITY PANEL NUMBER 48085C0415J EFFECTIVE VISIBILITY TRIANGLE. : - Z DATE JUKE 2,2t}t? . -_ ; - : — ' ' VI Li) i _ , I Lot 1 1R—1 - i, ( ,_: .,,,__ ;_ Block A1)1, 108 Acres -1 .,,. Ce a 0 , , E.- 0 11....11 1 - _ - --- _ __ - - - 3- - _ - - _ D 0 Lrl r,.... s): - C al CO M . \-- SITE - i 11, 0 100,0,01 "Cr' (1) Ci) J LOCATION MAP " (Th SCALE: NTS Ce 1 l - - 0::1 a 3 Ow < SITE LEGEND (EXISTING) (3,-,,,0 } r ' 0 PROPERTY LINE 0 c _ ,r' CONCRETE CURB EDGE OF CONCRETE0 SANITARY SEWER . - T' STORM SEWER WATER ',--2.-_-_- v} ., _ `, ELECTRIC VAULT 4 0 ,,. C `\ '� SANITARY SEWER MANHOLE I CURB INLET a Project of I- ( ( m i r TELEPHONE BOX Boa, FIRE HY RANT L i �7 WATER VALVE WOODBRIDGE WATER METER I R IN , L.F P.SINGLE POST SIGN BOLLARD A DELAWARE LIMITED PARTNERSHIP LIGHT POLE 771 - t 3025 HIGHLAND PARKWAY, SUITE 350 DOWNERS GROVE, IL 60515 ° P: 630-570-0591 O 0 '{ 'Q` (Th\---7- -IIIIT-IIIi'__I,:-- „„ --__,__-____"____-:-- - i--:-_-___--,-:-I--,---_-_(-)---7,-----?- 031 0 0 t3, c) c-- c) ' ,,, c) oc,)- _ __ @ = , - O LOT 8,R—fi co BLOCK A ' _. 7,286 ACRES ` t . t i. r 1 A A Pr*r7pt��J ALCOSER r _ eE I ` ,>. _ ., ,_t,. .:„v H e ,._ :u,. l , a --'-'--' -------_ -` `- --- - --= -- -- ------_-` : - - _ - - - t 7 1, t -d �713.853.8250 t ` 'I �� J 7 r Y,E5Rt'r° COI,'CPL. T ccDE:,1/A, K 75' Architecture • Planning • Interior Design REVISIONS LOT 8R-1,BLOCK A PHASE f WOODBRIDGE CROSSING ADDITION 1-H/'1V E 1 VOL.2010,PG.113-115 DOLLAR TREE M.R.C.C.T.ONE STORY U LTA KOHL'S ' 10, 125 S.F. ONE STORY LO CO LOT 8R.1 BLOCK A 3 I , WOODBRIDGE CROSSING ADDITION �. ` ,mil 9 J�L� T , _" V11 'LIE, TX. 7. $ ACRES , . .r�,r OF r' OCTOBER L1%,. , tT, lk • .9 t 7 ic-5r '120.'r':,L ;L [14 05' OWNER. x /� _ _ ! - �a - -_-,- -- --------- i it • �r r !i,� ALL! r �. It v r r I �r r r r......•r r r....4111.0 �I WOODBRIDGE CROSSING, L.P. CHERALYN ARMIJO/ / A DELAWARE LIMITED PARTNERSHIP i/ • 84568 :,cam 3025 HIGHLAND PARKWAY, SUITE 350 � ',,( -'- P NS ... ` / , 6--K ,'Tfrr'_,� ,rPtj rO,=4/E.P DOWNERS GROVE, IL 60515 .f" I ` �1' P: 630-570-0591 r ��` 02/15/18 . = ! ENGINEER: LALP Project Number: 2017 136 000 I — v GLENN ENGINEERING CORP 4 T F� A A I A INLET Issue Date: 02/16/18 105 D E 910 — IRVING, TX 75063 ECKER GC3URT SUIT Issued for: SITE APPLICATIONPLAN -, - -_-_ --_ - --- y--> _-- _ - - _ - -- - - - - - - - - _- - - - - &,d§K RAC P: - -` 3t'4!S RiY - -gF� 972-717-5151 __ SHEET - - - ®-- F. 972 717.2176 _ 0 � t. ARCHITECT: LEVINSON ALCOSER ASSOCIATES, L.P. 1177 WEST LOOP SOUTH, SUITE 900 Ai , 0 HOUSTON, TX 77027 P: 713-787-0000 F: 713-850-8250 SITE P._./AN ill 8 411 1.6 IP 4110 1:6) ill 02A CIO (109 75'-7 1/8" (EXISTING TILT WALL / OUTSIDE CORNER) ' 77'-2" (EXISTING TILT WALL / OUTSIDE CORNER) / / / / Z 5 1/8" - 2" 2" , 75 -0" - 2'-0" LEASE LINE / LEASE LINE 1 75 -0" LEASE LINE / LEASE LINE I / / Paulml VI) (sin --.- I Ult) 10 Um) ,-- I , _-_:. I : , ' I , I Z -1 I ,--_ 0 I-4 1 I SHERWIN WILLIAMS PURE WHITE 7005 0 , li : , : . , --,---- 6SiHERW47 N WI LLLAMS PURE OE ummall 4r, Cri . : I ] I SHEMIN WILUAMS SW6151 'QUIVER TW—CCLOR TO MATCH SHOPPING , : - . , , .,, , . , I CENTER STANDARD . ,, , . . I 2 8'-0" A.F.F. I—I '7Ir c=0 I ' , . TOP OF PARAPET 111, NT ul sHERNN WLUAMS PURE WHITE Il WEATI-ERME°PACE POP 839922 :T. I 0 in r...... M ,1 6147 1 . AWNINGS WITH ULTA LOGO ON FLAP 71074.74-gr=7„‘--,..7- 4.worrawsi,*ax-m-wegi-x-7-4-twomiukgrig,:i--__,Iftsoi , : - 111-me.A.AU-Moilke65.1,24w: , . . I 24'-0 A,F,F, _.--- ------:', 1 . ig., Uml 00 F... LL, 0 22'-0" AEE. " "Ilk i I. , ,„, „„_,, _., ___ __=_ _, ___ _, ei,-,,,,,,,:,_-_,,,,, .,_=,____.„:„„:„.„,==.,,,,,-4.7mi , , ,,,,:-_,:if,:-;,,,,,,,,_- - -_ ---„--1 7:7--1::-:1--':-: - T-I:: ,:::T- - --au \ _- r :.; , [ _ __ _ .ir 24 0" - - -, 'A - - - -- = ..',::: ::-.,!-1:-.:, 1 ; : ; 7-1 i /, _ _ ,..,,,...._ _ .... ..... . ... ._ . - _ - k TOP OF PARAPET _ . 1 I ..._,,_ ,- „_ ,: ,, 4 .1 N • X --i- -,——1---,--- , ,-. ,-, . T.O. PARAPET 1 1 1 ; ,_ i i:- fr---11- \ -(-I) -- I (9 Lid F... ,_.....co _ _ tE:Etat - BE- _ , ___ _ _ ;„!___,,_,,___t, ______j i atiam - Icsa__ __ !1„ -- -- - - -,, _- 1 # - - - x - ' -.---- '--e-.--'----------'' - V -- - - I \ - k - - !_ ,_,,_ _ : - - < t- r __ 1 _ _ , _ _ _ _lir i _ - - - - - i - . _ __ -__ _. _ ler - _ . __ _ _ ! ,,,. ___ - , _ - __ , - - - - - f __ --- , -- 1 - ,h- -,- .. 17,_-_,_,73___„, ,,c ,___ ,, 1; ;---'-=--,-,_:_-_- _ : __ i_ - -- - I- 0 /ma"' .1- (1) - - 1- - - - - = I 1 - 1 - : - -- -- - - - * - - -1 - IMMIliteallk , - .1 1.1-1 __ _ _ ,:___ = 1 _ = ,-- ' - ---- - limmni A - :1-;_i -_- -7- - = = '- :-- -- . __ , __,,_____ ti : i==:=- = _!\ ;:t _ :=,- - ,:=-1 , F_ == == =_ = F= __ ,-___ _ __= _ = :' _ - - - - -- -FF7-7FFFITF:11--FFFF _ - _ - - k = , ' - "5:--'- -E: - -T-1-- -LJ _ __ __ _ _;_ __ __ _ ___ [ '-_-== = -1-AWNItta,-i-- = ---_-_:-_--_-_- 7'.. -4_-,L. Z U i - - -_ , - --_-__ --:,----- --_-,i__,,,---=i-t--- ----:-:_------ -_t,-_--: :-_-----_=t--,_ • cr, _ _ -_, t - _i _v._ - - - ___-_ _ ,- - - -I - -" 1= - _ -_ — - _ -,-:17,-;_,-,-_,;-;,,,,,,' % ,-_„,-.-- --, _-=-77_7,--' - - _ - - - -IL - - __ _ _ _ ---—-_. - re immil i . = ,. II: _ - -_ _ --- I . .. . Ili r"1 t CO 0 7.... i , _ ; - _ - - --1-.h., `P'" 1 -- -I- - 1 - -- _r----;si- _ _ I- -__ '1 - - I/ - -- - - - -"--' - , L - F _F 1__ - _ - F71"=_1' 1 1 ..... - - , .. . .... . ... .._-_-1.1. ..-... i 1 1 d 1 .. . , _ .,-_,._,__„_, ,_,, • • •• '—* .1•., :''.:,..;...:*:.i.....:'' ....i.i....:t.;:i:..::,:::,,.....: ..i.,:,..:**.I.:It....;:.I.,...,...,-... -----....--.-- i _....... .,... I__ - _- _ .1 _ I- _- - . -_ -_ I.= _ r - — - - - = - I- , - - — - - 1 - 1 _ 1,-_ - _ ;FF,---"F--'_;.1---FF-11=-F1 _ -7_ - _ - - ! - - II_ - ' - 1_ -1--",,F,F",===_ --,7; ,,,=-7, ?-, ,.:',-;:- = __,„. A..i.:i...;;; ;i,%::,;:: '.:4',;;;;,:!.:..:1,;:; :•!.: .;..1..... ::,;:;',5i, '''.-—' - --' i ...-....„-,.,-... - -- i - / -- : - - : ,,,,...k.- - - I- _ = I - 1 —'' ?::::;i':;!'44%-t.; :e.=•;; ; .';',. l',:iV.;.&&':.;,i '"'-''-- ".: 0 UIIIII < t;=, X .";.1**.rf,;::air, '- ' 4 - ' - -----' -- :- I -= 1 _ _ ,-'_ri - = 1 - _ ' = _ - _-_ _ - -'_ - ' - = _ - _:r _ -_ _ ,i _ _-- I - --- : - ,,,;':-:-*_-:,,..-:,!: ..: .20,41,1 .4u*, .4-ft4 :,..;1„mfeit:ttrt Irmk-t-t.t.. --rtre,1 It/ 1 II---=---"----. .... ...tailt.r.:t tfI*Itl.N;Pfl;';n. r- -7 .I, .'..;fr.::-Z-_7 ININRISIM --e-,k z- zi,A7iizikt 7.-111111111001 -• --ri - K - 4 - ' -i -; - — - - - - - - - - - -, - :IF,- 1-= r - - F - - -F _ = = -_ 1:_)11 : ,, I_-- _ - F 1 : = F_ =1_ -:=" , F ,, ==_ F-_F1 - -- - - - - - =r1 11- - F_ 1- 1: : -- F-1;,111 -1F7,7F-F;FF-i F ,1 ' F1 •F ' 1. Fl rr, !.,._ z.. rr7Trrrrrr -Ay- , FINISH FLOOR FINISH FLOOR 1 I I I , SHERWIN WILLIAMS SW6151 QUIVER I WOOD VENEER RAINSCOT--TO MATCH MANUFACTURED STONE VENEER--TO TAN"--COLOR TO MATCH SHOPPING SHOPPING CENTER STANDARD MATCH SHOPPING CENTER STANDARD 0 CENTER STANDARD 2 SOUTH ELEVATION (REAR) (te --:- \\I si NORTH ELEVATION (FRONT) A3 0 SCALE: 1/8" = 1'- 0" /.......\3 SCALE; 1/8" = 1 '-0" a Project of WOODBRIDGE CROSSING, LP. 4' 6" A B 111111 CD) CIO A DELAWARE LIMITED PARTNERSHIP 4111 (OUTSIDE CORNER / - 1 OUTSIDE CORNER) 135'-7" (OUTSIDE CORNER / OUTSIDE CORNER) 3025 HIGHLAND PARKWAY, SUITE 350 // - DOWNERS GROVE, IL 60515 / -,-- 7„ 1 135'-0" (LEASE LINE / LEASE LINE) P: 630-570-0591 ,,, ...i 1 -3 5/8" - -- - 4.-1 1/2" /-/ -ti -- i :=- cp _ _ __ __ ___ _ _ _ . _ _ _ 7 '''''''' _ f* ___ :7'-:11 ,,,._ oa o _, .1. ,I__ 1:1 . I , SI-ERWIN WLLIAMS PURE WHTE . : , ,- SHERAN W1LUAMS SW6151 'OMER . ! ; :I . , 7005 --„„ ! ,', TAN"--COLOR TO MATCH SI4OPPING CENTER STANDARD : i - ; lik - - - - ' ,T.O. PARAPET -----„, , . it,4vize.1.4;:aF7F-777 SHERM147 N WILLIAMS PURE WHITE ! ; 1 I , 24'-0" A.F.F, ...=....-ILIZI±---=-52 ;: : ill — 7—E" 1 --T --- .. t: . ! ; ; [ ; ; . , T.O. PARAPET ; 1 . . 22 -0” A.F.F. LEVINSON - ALCOSER _ __,---- , 00, __ _ __ -= - I f - --/ -- f, , - , — -_ _ _ _ _ _- ,- i - ___ __ _ - _ - - f - _ _-_ ! " TOP OF PARAPET ASSOCIATES, L. P - _ , - - . - - t ' - - _- - -._ - ,- _ _ - t - - _ , - 1_ i : _ --- - - - - t _ _ -- 1- - - - -- - ' - - , _ _ _ - _ _ , = _ __ __ f i — - - - - i-- - - - , - -,, -- - - _ _ - -_- - — _ __ i - - - -I - _ _ __ __ -: _ - :1' 1: -1 - _ , _ _ ---- 1111j1:,.1-;1a111,11 1 177 W. Loop Scuth, Stite 900 Houston, Texas 77027 i t r - 1 - - - t - _t. -, - I - - - - - ' t f:If"; ;I.;::,:t;i.c.t.., - ___ _ I- - -F - 7 i = -- tel 713,787.0000 fox 713.850.8250 - --___ I [ __ - ---- J -- -- _ - - _ : --i - - - - - - - --- I- - _ !s: _ _ _ - _ ss : - - s— - is- - - — - _ . __. ,.... . . „.. . Architecture • Planning • Interior Design _ I -=_ i- - _ - - :-..t.,-.iptI.:?.......:::•I.II:,.........II'., ..,.%. REVISIONS - ' - — _ ..... . .., ____ -L 4 " " " " 1— •..• • -,-,-. -•-• •. ..... .-„,,....,,..,. .„ -I= _ - _ , _ - _ _- _ = -.-- -1--- - - -, - - - - _- __- — - !1.!;,.*:.;;:i.,;,;:.*:..: J.,:..;:,-.,,:i.:-..L••••,,fiy:::•.:".5K.i .1 ::::f;ij. ..:••;-,.. • " ' • % ' • • - - - € - , .„............. ..„. ....., ..„,..,,, .,. ..._,_. „... . ... , ... , ..,..... .... ,.....„„ ... ...„...„.. ., _-- ... . ..... . .,. .. ...... _ _ ____ _ - ---; t,::-.•=t,:-;-:-,,,-; - - t ---- ---i -- i __ _ -- 3 : - 4 _ _- „-- „,.,t,?,,,..t-ep7,t.::.-tttt::::_tt:'.t'..,:ttit: ;.::„':...t,tt,',....t.:::-',„::'::!;.-ttif..'it,.......1,::,:i,..t:'1, __ _ _ _ _ _ __it_ :__ r 1,z_ _ ___ _ j_ _ _ __ _ __ _ : ___ _ _ _ =__ i _ _ - _ _ . i.-- 'I-f-' -- - __ = -= _ _ _ _ = _ , -I_ __ = . _ = : _ - t.,,;,.,-Attv.vAtett,.tt. t..;-..Itt.:„...!I:I:-..I',. .. .I.,:t.;I,:tr:t:t,'.:It.;:tt.f.:I::.tItt.fil":t?,,, tri -_ --Ft7att. _ _ -- - -i- - _ _ _ _ I, - - - -_ 1 _ , _ - _ -- - - i _ = ' _- I --- _ -, .f.II:t. It'..ItYiIitt...:.;If.•....t.;"ti4I.. ;,,..t.t..1,..:..iiti:Ii.I.;itItItti?...t.ihfII.:I.;:t.. 00" --1;.-t.j.tEttf,...4.Y.,,-4!-41, _ -- - _ , --- - - - = -- - -i - - -- - - -__ - ' 1 - " - - - -= - ti - -, i - - = - - - - - - 44 FINISH FLOOR amai 1 ' WOOD VENEER RAINSCOT--TO MATCH MANUFACTURED STONE VENEER--TO , SHEMIN WILLIAMS SW6151 "CYJNER SHOPPING CENTER STANDARD MATCH SHOPPING CENTER STANDARD TAN"--COLOR TO MATCH SHOPPNC, CENTER STANDARD (3 WEST ELEVATION (SIDE) 0 5' 10' LOT 8R.1 , BLOCK A Im--------- A3.Cy SCALE: 1/8" = 1 -0" Scale: 1/8".1"-0" WOODBRIDGE CROSSING ADDITION WYLIE, TX. 7.286 ACRES OCTOBER 31, 2017 e.D 4 0:4- ii'e ,,,,, ...,........ /.<7 ,5? ..•ce S_ 4 .„‘.... zik.„.,\i/ OWNER: WOODBRIDGE CROSSING,CROSSING, L.P. x i VIM t -14 A DELAWARE LIMITED PARTNERSHIP • • z . • . 3025 HIGHLAND PARKWAY, SUITE 350 0) % N, .• 5911 .•• c') DOWNERS GROVE, IL 60515 /........vV P: 630-570-0591 02/16/2018 ENGINEER: LALP Project Number: 2017-136.000 :--- GLENN ENGINEERING CORP 105 DECKER COURT, SUITE 910 Issue Date: 02/16/18 IRVING, TX 75063 Issued for: SITE PLAN APPLICATION P: 972-717-5151 F: 972-717.2176 SHEET . ARCHITECT: LEVINSON ALCOSER ASSOCIATES, L.P. 1177 WEST LOOP SOUTH, SUITE 900 HOUSTON, TX 77027 A2 . 0 P: 713-787-0000 F: 713-850-8250 ELEVATION - -.7:: !:k' •INJ 2 . . . , . , , I FLOOD CERTIFICATION: 4[ _ NO APPURTENANCE BETWEEN THE HEIGHT ., . OF 2 FEET AND 9 FEET MAY BE PLACED IN A -co m THIS PROPERTY LIES IN ZONE 'X'' AND DOES NOT LOCATE WITHIN PRESENTLY -! i I als , ..._, L9 VISIBILITY'TRIANGLE. -(,...11 ESTABLISHED 100-YEAR FLOOD PLAIN, AS SHOWN BY THE FEDERAL EMERGENCY i I o, - . -- -----P--,- _e- ,-: . , 4:1-.1.-4:1- -4 MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP FOR THE COUNTY OF COLLIN, :: I enti,..17Z-7-,i;77ii i.iintiriTi---3----Er„-Tr-Tiniii-ii-k-iijiiiii7-1.1-E*11- i,71-iiiiiijilit_ I 1 , ' , #, i , ul ro•E .... en, ' 4 - g TEXAS, COMMUNITY PANEL NUMBER 48085C0415J EFFECTIVE DATE JUNE 2, 2009. .. _ --,_ ._ „.- : ,m ,,, , I 4 , • _ ririfinir.neirl.:MiiiiiiiiN7MILIHrinn lit :I, 144 l'irirmindimM;V44;i41:44 441111114:7-4:4111111444.;;;Ii43444-43104441-4.4ii. ' ii; - . „ _ . , f;,) ,, I I 3 \\4, .... ; - - 0 N.) i. ' .': , V4) tril I I --.7_ , A V.'“.„At,„,_„J ,A ,i _1 : _ " - 1 -,, .V,. 1 1-4-re-1,71711 r7 r r: -7 C r,;:,,- A_ r r i -4 L-f(- f 1 g ''',4=: Z A.....]I ° ........ I ce 0 0 - -)i- 00 0--) i I I i - ----- --- - „ . _ . -- I ' -- -- . I - - ' --- --H - I- N89'44'30"E --. __ ,. I--.0 I i 1-) ,., '-,-,_ . - - _ -..._____ _ ,.__, . , .. , _, Lte-140.0 - - _ _- i - . -:,,k,:%5-1TF:kcr _ ' -Y r 1 kJ illt-:-C 71,' — D 0 > 1 i ... .--r--- 9144 .0. - rn-'---:-• _,„....----,„., 110,86 4 .' S82 1''' , -'' 1. : -' - ,-_.., -- -. 1111111111111111114111111 - -1111 N89'44'30"E 148.90' _ ,._, I--'-- _... ,-- IMISCAL I 11.01 cia 0 u...1 . 1— [ t co >: x 1,---- -_ CD I MP OM rriliii . 1111111. SIM - OM rim 40.01 UM MO 1.11.11.1"..........S.17.1. 82"5.26 VV ' I— S89'44'30"W 161.83' I ., . r4 alt it=7' 29' 22" R=515.00' L=67.32' T=33.71' CB=S85"_59'58"W 0 0 -`' II , LOCATION NNTsMAP C----- Z---j— ULLIZ 10 EININIIIIIMMY fifiligt 1:1) 1\r) >---, CD=67.2T I .. I CI CI I . , .. u_i 0 Z 0 , 0 0 03 • 0 . 0 0 _ 0 , 0) ccD SITE LEGEND (EXISTING) PROPERTY LINE CONCRETE CURB . ' 0 e 1 . EDGE OF CONCRETE 1 (,,D 0 1 , . SANITARY SEWER . ' I STORM SEWER 0 (I) 0 0 0 0 1 . . 0 0 , , . . WATER . - 0 0 0 0 . . 0 . I WI a Project of Z c) I°0 . Ln r--, 02 - a (,...„,) 0:,, 0 cp co o o o i e s - o 0 , 0 o . o , ,,,:,„ , 0 (c.1 cc, o cx...:- WOODBRIDGE CROSSING L P ; 1.;.t. A DELAWARE LIMITED PARTNERSHIP I . .... I - : =. = . . i,--..i ., 3025 HIGHLAND PARKWAY, SUITE 350 DOWNERS GROVE, IL 60515 . . . P: 630-570-0591 I . le I 0 0 -' 0 0 0 --4 0"- CD 0 0 0 CD 77.7 or_ el 0 I (5) i II CO rp 0 0 L°L01- 8R-Al ' .d.(SV.1.911-11:)° 1* = II> CO - (t) c ' 7.286 ACRES ,.., .,..., I . .. I a 4 ell 0 ell 0 0 0 CD , _ 1 I . --7iiii• I 101' I . , 1 .. „ i en 3894430W 1.65' .; E '717- I v . __ __ ,_ _, . . . i ., _.---'4 -'4- -- ; ; . - ; .--; . , . I r---- • _ . I 1 t'--4 PROPOSED-\ 6 i ADA RAMP , _, , ..-_ LariliSON - ALCOSER ,....-., .„. - 1 -- — ! ASSOCIATES, L. P. z 1 NEW SIDWALK L• __. ___ . . . CONCRET E 7-- 1177 W. Loop South, Suite 900 Houston, Texas 77027 Li..t - ,,1--i-k-kk.':7:17,- .:k-kkkz7a71- 17MitkWittrffSk47:7:.---1-.771:1-=WI-X-t=t7Z-1167 . ' :: ' tel 713.787.0000 fax 713.850.8250 .....Acgiiagfem!„...,Noistmewhi,,2,,, At•-.T.I.;,==',),4*,AL4miln.m,--=1.,..kt,e=a3-isx‘..---_, . _-_ . ----,.. ...,-.. ,44,.—,_ , Architecture • Planning • Interior Design 0 i t.--1 ,-*--t4-0,,,,,,,,,w,,,,,,,prove.k --, ---2vit4.4-64.-&-iiturfifikiki, „--t I .-,,. --=1...--,=5.-,i,v,n04.,-,.,,,,-„,,,,0„v.,,,-.4=4--",-,..V4-7 ii I a. araosokawAwait*,10,' ,..• - - 'wiry-ii,,,,4-.0-...:*,N, crig4, : :1.- 4 gr;21462:1,-,wtoglegt-14-4*Z ,t1 3 , ,1 CX.;43-444444444.4444-.3;. CO 3 -4-t; :,:*,;:';4410-rdiSt8;;;;WhigtilVii?i3''ifi Ogallin-gigACAX-t311 i cli REVISIONS III ,. 5,?: PHASE I ,. , ,0 ,' ;: '' '„Ip,T:lv.,2'4151.12,*-:.A' '..11?",: ,It.:!;*=',,,ii ,,,,: 7 , „„ l;„7if5,' 4:L Hi:661115 A8 E Ili ':'''' ' ; PFIA8E -II Iwo!, :7 r--, 6 '' ..- (T B D ) ri"c" 1-A -1 :-S DOLLAR TREE Jial, jore, ,a i :r--- 3 I ONE STORY -Y!:46161 348 S.Fe_ '-jell'Ir ,000 S.F.,,._ . , 0,4 wit i ,,,,,B U LTA KOHL'S , ,, ,„....„,IL__, 01w:.,, _ . - i NO I „:_tpia,,,,,,,,,t.,,,;„„z;,...mw.5q,v,,,,,,,,,,,,,,,••;,4*„„ :: ,_,,,:..,,,,,,w,„:,,,„0„„,•••-,;„00,,,, 1 it•vsinammlivaRtivmm,,: 1,4„.tariamot,„•=0„,,,, ,y ; 7_!;*0;0irg.t144:4,:E4-2:1j_til 10,125 S.F. ,r\J j 0. ONE STORY , -------------------------------------------------------------------------------------------_____________________ _.,.,33-330,Faigmligafiatm3:43733,M x .' > ' AMS-043ViSig83 _5"4:3031g0 3- 33;3*,,430607300,43fitg 3 1 k f_-::,,F,,,,,,..=:-..,witiowiT „,„itio,:m=:„.%,„,, ,,,I,,44,,,,,av, ,iora,.„4-mm,„,,:l!, .,,_,,,,, „._.„._.. „._,:.,__,,_ „_. ,.___,;„__.____,._______ ,„_,, _________ ____________„ ,D......1k_ • 0 20 40 80 .1. - CZEoa I - -;-, , :: Scale 1 =40 I s ___. 75 .. , Copyright 2017 tevineori—Alcceer ikissocatee, L,P_ Warning: This , Fdlocoturen;notn itiArptrootfectl9e9dob,yur,UoiSu.thC:ipzyeddghrtepLorowdli7toclir 74 itotinstr1i6t102ticont i 01dthil:.SodyocCri joempsyeurnt hoitrn Aosc:tv eaprriandructonhev,0:Aoritc4,h i toetchrceiturmritnahalan lonacul e:spoy:riothgnIti dts cgt w LOT00DE3 R80 R1111 O Id ri= . —.,,, GEC1ROBSSLING ADDITION A• DITION ., , .. ,, ___„ ,, ,,,.... .. , . . .. .____,..., .. _- : .. 1 porticulor proiect , is prohibited will be prosecuted to the maximum extent possible under the low. I WYLIEI TX. ca IN8944 E 1000 _------c,„ ..z.......,.. ,...,..-reo t.--„-,,,..:..:. 0 . OCTOBER 31 2017 ..... 30" ' 7 286 ACRES : koposizo, /tori:.- . _-,..,,,--.:.:,-; -----:-_:- ' NEW CONCRE TE PAYINCI: , ,,„ .- , CHERALYN ARMIJO 0` -4=1 '' '11' OCARP -FINAL-)440 ‘1011- ---,:"111-.1--_7. 1 1: ". :7'11:1 4: -, 3 _3__ :3. -,3 :.3, . 3 :4.3. _3,,31: t 0 ;:34':';lb 'O E--D,e3TErXi lk TOW* .- _ .:. -:,. , , :_, - :,. ,-,--: , ,, - 1.- ,, _, __ -°• 845 ,..0 • OWNER o-. - ...---- ID I WOODBRIDGE CROSSING, L. . . cin - NOG-15°30"W 123.22° Ili, AL ...,-- ;z:, I A DELAWARE LIMITED PARTNERSHIP .i.: 3025 HIGHLAND PARKWAY, SUITE 350 DOWNERS GROVE, IL 60515 , P: 630-570-0591I ..-... LALP Project Number: 2017-136,000 .„,--- I , . ;,,,..:. T .„.„... , , .;_ 7 - - , __ . ., ., ... , i . ENGINEER: Issue Date: 10/31/17 I ___.„.. ... -- _ ----- , :::_,;:;-.7,..,- 1 .-.., GLENN ENGINEERING CORP Issued for: SITE PLAN APPLICATION 04 x 105 DECKER COURT, SUITE 910 eL * * v May 0 SHEET-, IRVING, TX 75063 OM-IMINI111111111111111111111110 AIM 0110 4111111.0110MMININSk OEM D ant OUP 011111111112011111111111111 01100'711.01.101111111111111111. AIM akar vmmmmF !ma 1111111V 11111111.1111 WNW NEW Mir mbar Mar P7972-71'7-5151 N8947'30"E 441.40' ........ ... .... ... ;../. .,--... .,. F- 972-717,2176 --4 jilV Ailli Li_l 'r ........ .... ,. _. ........ ... . _._ ---------- ---- ' •• -----.---- --- . -- --- = ...... ,., - .. ,. . . ARCHITECT: I'd LEVINSON ALCOSER ASSOCIATES, L.P. flyAl • 0 ,-- -,---- TEXAS REGISTRATION NUMBER: F-303 1 in WEST LOOP SOUTH, SUITE 900 d PHONE (97 ) 717.5151 FAX (9721 7172176 HOUSTON, TX 77027 Li. I M P 713-787-0000 — 703 DECKER COURT, SUITE 910 IRVING, TUAS 75062 SITE PLAN P: 713-8.50-8250 .,. -A I CZ. I LI9 / , . EXISTING 83'-a 3/4* LEASE TO LEASE ace-cr- LEASE TO LEASE 7 Z V-0. LEASE TO LEASE EXISTING .ADJACENT / ADJACENT TENANT' w, w w TENANT ill z z z (f) Cr, ,--t (40 (.9 ) 244 AFI.FITIO 43. 'I'' TO. PARAPET 'Y' T.O. PARAPET „ - - -- ---_------ --t -- - - -_ _ t--- -- ---_ - ---=-,- -__- -:--- ---_-- -_- -------t 1 / 11 = - a- - - -- • - _ __ _ _ _ __ _ _ _ , _ _ _ _ _ 1 - _- -_ - _ - - -- - - - - - ---gti- - - - - ram—______—.AIGAGae '........_ligit , liar LK......1.41:6,=iii.ran, 1-- - _ _ - __ _- _ lOn - i__ . . „- ,•.. • - ; - _ - - _ _ , ___ _ w CO • , _, • - - __ _ „ i _ - -- - - -- _ _ _ __ , _ __ - ,- - - - --_--- _- _- --- _- - - • X ;:,:•1-- -•' L9 Lll ..:.- - 1----:- -- - --- _. - - — ::..., ,,-.., --- - -- - - _ .N.- • _ 1 __ _- - __ _ ___ _ - -- \ _ 1 ' _ _ _ _ Z Z CD_ / \ - - - _ 1.1 _ _ = __ _ __ . _ _ .4..4.. 4, _ _ _ _ 7_ _ __ _ . i - _ t____ - __ _ ._ _ -_ -- - ,„, - _ -- - = _ _ __ _ _ t_ _ - 7 ___ ,-____ _ _ _ 7 _ _ _ __ . _ __ _ ,.- k - - - - 1 W - - - - = - - - --_ - - _ _ _ _ _ =__ _• _ : = - _ _ _ ___ , __ __ _,__ .. • _ _ _ __ __ - _ _ _ = : - - -= - ,•.„- - -., /t \ ,r _ • - „ - _ : - -' - - _ - - _ _ _ --\_,/ , • , - : _- - --_ i -,- _ - i - - - - - - - ---- - -- 80/- - . - - - - 1 -\\ '- - VO-- - - - \ - - ' ' / - ,. = - - ''''- ' / - U -- -- _ _ - - -- - - - ---: ,Ce I'll ICC 7 . i ----SiERN WILLIAMS SW6151 . - WILLIAMS SW5151 i' llIj 'CIAO TAN.--03LOR TO MATCH .CILWER TM(--01.CR TO MATCH SI-EPPING CENTER STANDARD SHCKING Min STANDAM 0 0 Lii oct 0 Z A . sou ---1 1---__FvA-710N ( REAR ) 0 3. SCALE: lie ..-- r — 1 a Project of WOODBRIDGE 6.1 NANJ 4.,. CROSSING. . .. , LP. 8 A DELAWARE LIMITED PARTNERSHIP 3025 HIGHLAND PARKWAY. SUITE 350 DOWNERS GROVE, IL 60515 EXTSTING IS.3.-3 3/dr LEASE 7'0 LEASE ' EXISTING 75.-0' LEASE TO LEASE 6Cr-D' LEASE TO LEASE P: 630-570-0591 TENANT TENANT SHERWIN WILONS PURE WIVE 7005 a> crz, %MIN WILLIAMS 9615 151 MODENA IIMO ME.CORK S'ERIAN WILMS SM5147 *PANDA PRCOEMA vta) PAM1. LW*( % (I) MR TA TO MATCH ry STOW 70 MATCH MON Wi-ITE.--GOLCR TO wren shiatmz BROW us, SPOPPEC CORER STANDARD EMSTING CLEAR ANODIZED ALLIM A• CENTER SWORD i------ SOL TO MATCH EXISTING o CENTER SI.OVING MITER -1. a,28.--0' A.P.P. WEATHEMYTE COMM PCe 839922 28.-0. A.F.F. i i A 4=t 'Y T.O. PARAPET IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIINIIIIMWAIIIIIIWII ArIN TH I.dkGS WI /LTA L030 CAA u SJNEREIA9:431 . • T. . O. PARAPET "17 / i - ---SUAEREILA APEX -1 , .ii 24-0= Ai,. FIELD VERIFY • — ' - --'-"--;s-- -- --,--"----7 -------'i"itia FLAP CHARCOAL AWISAGS -----„„---.....-----------------_--„-----.-..----„------ I h.24..--0. A.F.F. FIELD VERIFY OHARCOAL AMININGIS i T 1"0; PARAPET TO• ,.. • , TO, PARAPET lammini7:iii:_;;IT-1 III -IT-t-II ill Ft-I .i''tin I-TIP:-E"IP t-',?-sexamira .1.11110.1111 . PARAPET lif-IHMINliMiinaliMi=iiiiiL t47tt.:7-t---- ----- I' Ct ;-=-; - • • .• .,-; ;;.•':-.:t•t-liiniiiiiiMiniaitinffilinniliiiiiiii!Tili" *MiliiiiiiiiiiiiiilliMM.iiiinniaWliiiiiiMaiiiiiii...iiiiiiiiiiiiiiiiiiiiiMM ,I 4/,t ----- t, SMNIMMONNMO - ., _ __ -- - - - -- - „, ---= _- - - - - . . IMMOMMOMMOMMOMONat tt_t tt t t t: tit rit.tttt t 't[t :t ••_t:!, -t tt: - -r r•tt_titt _tt :--t - --:1 • t I .,...„,..,..-..; . , __ _ _ ____ _ _ _ _ _ __ _ __-_„„-_ __-_______ _ t t -i;- 111111 — A _ ; _t ' AWNS: -t'-Zt -- - t tt :....„.,..„...... . , ..,.„...,,,_.'; t ;; ;- - ; - _t t I- V t_ t--'1 IiII t( - -/f -t'''\ - 1 %. I , „ A A - ,.2% ,.. ,•._...".„.•_•.••,. -• _ _, I_ _ , _ _ _ ,,,„ --= ....,...A _-_ -- FIL I 1' -- - :- : - --- --- 4 - --- _ sl- , _ - • : -t. - ...---.. .744.77.47 ,:, _t - t- - ---- -= --- , - - = .,.. ........... ' !- •-,..' - -- - „ _4-.4. . ..... li _- _ - - - - A -s_ -=_ imi__- rionimm_ miamommummimimmiss- - 1 - 4:---1- --- - -- 1: ---i- r:_17: --: .: :f,''',_, ::,,../7,111 -- . MI L:E:_VIN S(ONA .f Pi..: I i C, 0 Si E RF I 'immimammiimummammill11.111111111.111115, . ._ ... ,_- r _:,_,1111111111111111 -n 1:_5,-,-. i_ _.--_.,=_ 1 1011111111111111111.111111111110111111111111111.MUM_ - __ _ . _, • _- •- __ ,...... ........ •. • - , \i'-,,-''---- ' - 1.•,,i,r:N•.: ' -__:-_----11-1-_-_---------:?1-:2_*NOWV11:----_----,----------11_,-„-ir--: ;- . ----i-t___---_-_-„--_-_---_-_1-_- _ - ------':_--::„IE:_----,z-J4 -----_-----:- :;:___-_-----_-„---:--- -1-:_„ii- t:3, '-':-',---- „--i,_-_-:1,----#1_1tee__-'_-------__I-__-___--'_,:---:-:_. :;-.- -...."..:.. ___I.:-:_----_:_-_-_-i__:_-,41,-_, :-il:::____:_---___--„: -.;:_::„.,-..7±,_.1L:L ::,...::..:.:::'.-.7.;:';'...:.'.,.:11T:::':-.:':..:.•,.N.':.?.; ;...:..:.. 5..;.',::::,-..:',....:.T..,:.:.:....,:'::::1•5,. :•;-;,:7'..E .":...:.:.P.-:!7•:...?..',...,.. ....L-:.L:::.:-. . _ ,. „- - •• i : ,. -. ., .t p , .:, ;, , _ .. _ _____ —...., _ _ ....----4_,_ Imo. . ............................-.1.....,..M.P.._....... _ . -: -.-_:-:IV I :miff , _ ., ,,._._ , -"•- ..„ . , „. ..,•........ ...•..............._ 11:1 . ..,.. . . . . . . .. . . . ... . . . . . • • . • . • - ... •• ----•-:::::,•::: :,:•••-:,,4:,...,••••,•:•-:,:•;•::••-• ••. '.•,••••••:,.••••:•--.•::•••"•-••••,,,-,:.:••-::- •- -----:•-••-•i -Mt:- ,r,,,,,•-.::•:-.-::.,•:./.;,•-:-. ...:•,•:•-•.:::,•••:,.......:;:-4.;•••:, .:•••••---,,----- '...---..'.. .:. : : -. .. •:•-•-•:-•-•-• ••••••:"..1•.*:.:..T.'...:..T....;.•-..r...'.z.l'.... ..7'.1T.f....: ...:: -----•-••-•':.'.' '_____ .7. '... .-...-.!.. 7'-7. :- .--- '7.:- ' .,, ,.:„.•,..,..„„•.;.,„:„...:,„•..,.,.,:........:...;:...:,.:•...„,:,...;.. __, ,., 7-- ,,:.: ::•;.:.J.,Eii;.,?:;•••!..:.:::::.',... .•,.2:,•:•,,,,,,,•:••• ,!:;::.,.. ,..••4.• :•:,.: -.;::::•,: •:;,:;.--:-:. ..-...:::- : j.:,.:"/„.,.. .,.. ...„...:::,......E.,:::,•,".,:,..,:„:.,•,•.:•,.. , _.. . . :, !.:::::„;,,..:•:..,..:.; •••,..-:,:.:!•-•.-..-•,,,,•• •:,••,-,,•••••.:•--••••-.---•--- --.-•---- . .. .. . , . , ...... . .... ..,••• •.... ••,...:• Architecture • Planrng a Ine.rior Design . ,..,..... — .- - -. ....- .............- ..........„. -.. ..,.,......... ,.., ...„,, .. ,....-.. .... ,.. ..„..,._. „„,...„.......„. ...,., ,....., ........„ ,-..........,.... . . ... . • ,- - :: ,, ..-!....',1:::'• ._ ., --_-_-,------ - --„-,t , . , .... .:..... ,,_. ._ __ _ .... .-,...:•,•::.::.....1:'••• •...::, .. . , , , • . ..... ._ , ',-- , - . . ; /.- - ' '''' : . ti ::::- - L-::: .,::;•t,::,-.5..:•,.iiii,;:i- . ..,:ir:-.,::-.,:,D'-.- -:1 :''.... ,j*:.1..,.'4..:i ....: .Z1::*,-: 1,:-15.::.z., . -, -- F. -, -- .' . . /4. RvIS10NS , -----------:•;,.. .::: •,::...i..:. • . i , .. ',-• .:.,..,...:-;,.:. : _._=., _. • ;. - -r";, ?7 g.?• '';.:--, ••";,.; :' . , • ' •• ••••• !:•::. . . I • ...•.. '-----'-:- - " ...: .. . . 1 - = '1•'; ; : , '; •',:;,•;;;;",;;;;:,..;:•:•:;;::::":. : , . . . . . . . ;-_,_„, •-•;••,:;:..",:•;•.;;:••• ; ;,.- -i '---1 " • .;;• ;....r.;;.....,,, . . . j,:,::;„: . :.-., .., --4 MBIIMMIME . ,tt----- , .--A 4:1;_ It-ttttetttil-t-i.S. :' .111.11. . .:t. ; rtf----; i.---), MMA;t7tA::t: , • -..• • • •• ni: i f.:-'.:.-t::•:• ! . , • • f..4 tt.....t::.:;'4 -„.7 -A :---:,t.t;:•f..A.:.t.;;;A::..:4, i - '--- : s''' - ;- A t . , rk-- - , 1 , , . ' ''.:i..:l.;; , _._-_,1,4 -== -..7.t.-77,tit:t;:••::;,..:.:*-Itttt. - ' 1 • ...------1- _.-=i...:• !:-.: ' -Attr T.-...l.''tr:•.,; -,'' ' , - . . _ ..t - , • . t __.,_.-•_ at = ____________________________ t=___ --. -.— ----- - ------------------ I I ,-:,i, .,_.:'..-•,.,• I i I I 1 I -.1'--r r-.2•' I l'=-2.- 41'4" 1-5.-0 i AV-8* n'-o* •IN4,....a. ..;:r_'.. z...,.1„:::.....4. 15*-o- it-a' 1 ice-o' 11.-e. 4'--5' 20',--0" Ae-e" _2"-tr itY-0' AC-Cr i'4' 20-*-0* r-t. 4'4" 1-it 2D-0" f-t (-a' ao'-o' / t c i e I 1 NoRH EivA.77.101\ ( FRONT) A3.0 SCALE: 1/8w = 1.-0" LOT 8Rgii BLOCK A 1 WOODBRIDGE CROSSING ADDITION WYLIE, TX. 7.286 ACRES OCTOBER 31, 2017 ,-.., ,-" ....•--.... :-../.. ,1.7 OWNER: „, .,,. ,,...„- ' .... ...N.' :N7;7' WOODBRIDGE CROSSING, L.P. --. .. A DELAWARE LIMITED PARTNERSHIP - . -- . 3025 HIGHLAND PARKWAY, SUITE 350 DOWNERS GROVE. IL 60515 1 :----' P: 630-570-0591 i ,.„. ENGINEER: LAO Project Number: 201 7- 1 36.000 GLENN ENGINEERING CORP 105 DECKER COURT, SUITE 910 ISSL3 Dote: IRVING, TX 75063 Issued for SITE PLAN APPLICATION P: 972-717-5151 SHEET Fe 972-717,2176 ARCHITECT: LEVINSON ALCOSER ASSOCIATES, L.P. 1177 WEST LOOP SOUTH, SUITE 900 HOUSTON, TX 77027 200 P: 713-787-0000 Fe 713-850-8250 ELEVATION 0 z I--I Cr) UP) 1 1 I v (.9 Vl 100'=0' LEASE TO LEASE 35.-0" LEASE TO LEASE 0 Z p -PRODEIAA WOOD PANEL DARK BROWN ICe 0 0 00 i' 3 SHERWIN WILUAMS SW6147 "PANDA I1CrVMITE- C t TO MATCH SHOPPING "+• ) I STAKE D I I H 'q"Lc) Lc) ' 28'-0" A.F.F. f 7 T.O. PARAPET � r !!N Ha+t41s 5 151 'QUIVER `�MrI) / r,,i TAW—CENTSTANDARD MATCH SHOPPING IIll CO 11 A 25'-0" A.F.F. t I T.O. PARAPETIr. 0 11.1 F.,.. 24'--0"k.F,F. FIELD VERIFY 24'-0'A.F.F. FIELD VERIFY I =- 22-0" A— F'F= . T.O. PARAPET '"'--""_ = � T,�, PARAPET [ 0 Z Z CD .... Fl‘-4 - 1 Ce re CO CH") _ a LLI At Z 0 0 STONE TO MATCH DOSTING I S PING CENTER I I SIDE ELEVATIONa Project csf C3) 2SCALE: 1/8" ! 1'-0" WOODBRIDGE CROSSING L.PI. I EXISTING A DELAWARE LIMITED PARTNERSHIP 60'-O" LEASE TO LEASE 75'-O" LEASE TO LEASE ADJACENT • �! V 1 3025 HIGHLAND PARKWAY, SUITE 35O DOWNERS GROVE, IL 60515 I I I P: 630-570-0591 I I _ I " A, F c�, 22' 0 A.F.E. I F. FIELDVERIFY _ x T,O. PARAPET 24''-0'k,F, ibitik - T.O. PARAPET C 3 y, o : :v - > , Lims..lt_ .....,ez -........ _,,.........._I -'__ - - _ er---;-,--::=:::r-i-lel, _-- =-:-: _-f-ic__ _ —— ——— — 4...,.„ , j..... T __ ...... _....... _ ......,_ t=r /i i ,-1_- /__ ___ _ / ASSOCIATES. L. P. - e ,x „ _ 1177 W. Lop Dual `ail . U I1{Gs`» Texas ?aGL t:l /i J./ !.t;; OC fax .``_`../? -,3:%`�C Architecture ■ Planning ■ Interior Design ' SHERMVN WILLIAMS SW6151 "QUIVER I TAN"--COLOR TO MATCH SHOPPING 1 CENTER STANDARD REVISIONS REAR ELEVATION (12) SCALE: 1/8" = 1'--0" EXISTING I I I At JRCENT 75' O" LEASE TO LEASE60' O" LEASE TO LEASE TENANT I I JI JI -1 SHERWIN WLLIAMS PURE W}1ITE I / 70 I LET8Risi BLock ► SHERMN WILLIAMS SW6151 'MINER f TAN'�nCOLOR TO MATCH SHOPPINGPRODEMA 41Q PANEL CORK BROWN SHViN WILLIAMS 5V147 "PANDA I 7 fi. STONE TO MATCH EXISTING WHITE -COLOR TO MATCH SHOPPING I CONFER STANDARD SHOPPING CENTER-- I CLEAR ANODIZED ALUM CAMPY _-••==7 CENTER STANDARD -----_7 I iWOODBRIDGE CROSSING ADDITION I 28'-0" A.F.F. 28'-O" A.F.F. I T.O. PARAPET % AWMNGS WITH ULTA LOGO ON FLAP I I T.O. PARAPET - u _ mow .Y - == .: a._, _ _ _ ,_x _ , -. + I z5'-€- A.F.F. ', ?? � t�, Y�I E, TIC 7.286 ACRES i' Ir If T O PARAPET wire - 11111111110111.11n1111.111.111. - - � _ •_ � _ _ _�_ /1111 T O PAPAPf T ? 24'-T1"k.F.F, FIELD VEf�IFY _t '; : ,f---- OCTOBER 3 07 .: .;::.. cminicrieWiall. c-)1.4, ,Q.:,, 3",\,,,,It i ..,,,, ,,..?-:;D.,s....'414,7.c.. _ OWNER; /---__:-' - .., = - - {} :- WOODBRIDGE CROSSING, L.P. z'I, , j �-, -4 = I -- = = - A DELAWARE LIMITED PARTNERSHIP 3025 HIGHLAND PARKWAY SUITE 350 4 - • 5 4 r 411111112117-555:555:5.55',,'1.5•:11:: i 75 i �l _ _ - : DOWNERS GROVE, IL 60515 _= ,__ _ I i P: 630 570 U591 j r T i , Ei I_ , , a , ; : , n . / / : , - c_ , =- a I i I : E i 1 Ii , , ,_ _ ii i:_„, ;. ,,,:e--:: I ! i : • fiy_:- , _ . I :::... , ::1, ENGINEER: LALP Project Number 201 7 9 36 00O I 1 ...:..... ....:..... 0'e I • � i GLENN ENGINEERING CORP - - •,"rs.-�`z-ems-• ' •- Issue Date: . __ ,_ ._r . .'. �� �_ �I�: ,:;.: � ■ �■11rt :.- 105 DECKER COURT, SUITE 910 _ r _ . _.fr . �. _ , � ._ - - .- _.- . . ._ 7,,in,..,,i �. 1. I sued rr , I , - � __-- , RVING TX 75063 SITE PLAN APPLICATION P; 972 717 5151 - ----- - - --- --- -- - - - -- - - -- - - - -- - - --- - - - SHEET F: 972-717,2176 STONE TO MATCH EXISTING , I SHOPPING CENTER (+/- 3'-5' +/- 15'-2" +/- 6'-7" i +/- 25'-2" +/- 8'-7 '- '" +/- 15'-2" +/- 3 +/- 10'-2" +/- 6'-s" +/- 22'-5" +/- 6'-e" +/- 10'-2" +f- 3'-5' ARCHITECT: LEVINSON ALCOSER ASSOCIATES, L.P. 1177 WEST LOOP SOUTH, SUITE 900 o s' ao' HOUSTON, TX 77027 A2 . 0 F 1 t�I �I T ELEVATION scare, ��sn=�'�� P: 713-7$7-0000 F: 713-850-8250 A2.0 SCALE: 1/8" = 1'-O„ ELEVATION OF "(„ , � Wylie Planning and Zoning v m Commission 1881 .‘ AGENDA REPORT Public Hearing Meeting Date: March 06, 2018 Item Number: Department: Planning Prepared By: Kevin Molina Date Prepared: February 26, 2018 Zoning Case Number 2018-03 Location Map, Exhibits ,Notification List/Map Exhibits: and Responses Subject Hold a Public Hearing and consider, and act upon a recommendation to the City Council amending Planned Development 2011-29 to allow for self-storage as a permitted use on 3.19 acres being lot 3 and part of lot 4, Block A of Woodbridge Center Phase II, generally located south of the intersection of FM 544 and Woodbridge Parkway. (721 & 731 Woodbridge Parkway). ZC 2018-03 Recommendation Motion to recommend approval to the City Council regarding amending Planned Development 2011-29 to allow for self-storage as a peiuiitted use on 3.19 acres being lot 3 and part of lot 4, Block A of Woodbridge Center Phase II, generally located south of the intersection of FM 544 and Woodbridge Parkway. (721 & 731 Woodbridge Parkway). ZC 2018-03 Discussion Owner: Wylie Cinema Company, LLC Applicant: Baldwin Associates, LLC The applicant is requesting to amend the current Planned Development to allow for self-storage as a pei witted use in a mixed use setting on approximately 3.19 acres located north of the existing movie theater on Woodbridge parkway. (721 & 731 Woodbridge Parkway) The proposal includes development of 6,500 square feet of commercial retail space on the frontage of Woodbridge Parkway and 104,650 gross square feet of self-storage towards the rear of the subject property. Lot 3 will consists of one three-story self-storage building, and three single story self-storage buildings. Lot 4 will consist of a single story retail building. A newly created lot 5 (by plat) will consist of 22 existing parking spaces. The site, landscaping, and architectural design plans are in compliance with the base requirements of the zoning ordinance. The applicant has provided plans that show all self-storage buildings being placed in a manner that hides loading areas and service bays from view from street frontages. The elevations of the 3-story self-storage building are to provide architectural articulation with offsets that resemble retail storefronts. In addition, the applicant will provide screening by installing a retaining wall along the north side property line adjacent to the Woodbridge Centre. Page 1 of 2 Page 27 of 44 Page 2 of 2 The Comprehensive Land Use Plan designates this area as General Urban Sector, promoting a wide range of opportunities to "live, work & play". Generally supporting retail, service, office, light production and research development uses. In 2007 City Council adopted an Ordinance specifying the location of Mini-Warehouse uses throughout the City. Prior to 2007, Mini-Warehouse uses were allowed by right within Commercial Corridor (CC) District, Light Industrial (LI), and with a Special Use Permit (SUP) within the Community Retail (CR) District. Upon the adoption of Ordinance 2007-04 Mini-Warehouse uses continued to be allowed by right within LI and HI districts, allowed with an SUP in CC and prohibit the use within CR District. In 2011, Council again directed staff to revisit land use categories and specifically address mini-storage uses. With the adoption of Ordinance 2012-01, Mini-Warehouse uses were allowed with the approval of an SUP only within LI & HI zoning districts. Although Woodbridge Parkway is a major thoroughfare into the city, Staff feels that there are some unique characteristics in the shape of the lot that may warrant such uses. Due to the narrowness of the rear portion of lot 3, a mini-warehouse uses may be conducive to the site. Staff's recommendation is that the amendment to the planned development be approved as presented on the condition that the retail portion of the site be built concurrently with the self-storage development. Notification/Responses: Eleven notifications were mailed to property owners within 200 feet of the proposal. One res.onse was received o.posing the request at the time of posting. Approved By Initial Date Department Director RO 03/02/18 Page 28 of 44 11 ,r N3l?illd �aC}dlILPAlX . p t, " ' .. trait 1-,, i'--4,- @ I- .. Subject , c � Property ! , I :TJ 1 k '},-", . ou , } ti 7g "- so: hoas }> S COMPLEX a,.,Al`[ ' v i A U1IYLIP'' `„" F-A I6 q.- : o,ii lh�T MED AT ' I , C OL E' a I SL:H N I 1.1 1 • LOCATION MAP ZC #2018-03 ( C3' +aI \\b"i IC f Map Date:2/6/2018 Page 29 of 44 LEGAL DESCRIPTION BEING a tract of land situated in the L. K. Pegues Survey, Abstract No. 703, City of Wylie, Collin County, Texas, and being all of Lot 3 and part of Lot 4, Block A, Woodbridge Centre Phase II, an addition to the City of Wylie, Texas according to the plat recorded in Volume 2013, Page 202, Official Public Records of Collin County, Texas. BEGINNING at a 5/8-inch iron rod with "KHA" cap found for the northeast corner of said Lot 4 and being in the west right-of-way line of Woodbridge Parkway (a variable width right-of-way) and being the beginning of a curve to the right having a central angle of 7°27'45", a radius of 844.50 feet, a chord bearing and distance of South 18°20'05"West, 109.91 feet; THENCE with the west right-of-way line of Woodbridge Parkway, the following courses and distances: In a southwesterly direction, with said curve to the right, an arc distance of 109.99 feet to a 5/8-inch iron rod with "KHA" cap found at the beginning of a non-tangent curve to the left having a central angle of 15°33'22", a radius of 286.50 feet, a chord bearing and distance of South 35°03'52" West, 77.55 feet; In a southwesterly direction, with said curve to the left, an arc distance of 77.79 feet to a 5/8-inch iron rod with "KHA" cap found at the beginning of a reverse curve to the right having a central angle of 7°35'25", a radius of 830.06 feet, a chord bearing and distance of South 31°04'53"West, 109.88 feet; In a southwesterly direction with said curve to the right, an arc distance of 109.96 feet to a 5/8-inch iron rod with "KHA" cap set for corner; THENCE departing said west right-of-way line of Woodbridge Parkway, North 55°50'32" West, passing at a distance of 143.05 feet an "X" cut in concrete found for the southeast corner of said Lot 3 and the west line of said Lot 4, continuing with the south line of said Lot 3 in all a total distance of 196.17 feet to an "X" cut in concrete found at the beginning of a tangent curve to the left having a central angle of 34°17'42", a radius of 37.00 feet, a chord bearing and distance of North 72°59'23"West, 21.82 feet; THENCE continuing with said south line of Lot 3, the following courses and distances: In a northwesterly direction, with said curve to the left, an arc distance of 22.15 feet to an "X" cut in concrete found for corner; South 89°51'46" West, a distance of 540.76 feet to an "X" cut in concrete found for the southwest corner of said Lot 3 and being in the east line of Lot 10, Block A, Hooper Business Park, an addition to the City of Wylie according to the plat recorded in Volume H, Page 52 of said Official Public Records; THENCE with the east line of said Hooper Business Park, North 0°08'14" West, a distance of 153.69 feet to a 5/8-inch iron rod with "KHA" cap found for the northwest corner of said Lot 3 and being the southwest corner of Lot 1, Block B of Woodbridge Centre Phase I Addition an addition to the City of Wylie according to the plat recorded in Volume 2012, Page 308 of said Official Public Records; Page 30 of 44 THENCE departing said east line of Hooper Business Park and with the south line of said Lot 1, Block B and the south line of Lots 2A and 2B, Block B of Woodbridge Center, an addition to the City of Wylie according to the plat recorded in Volume 2015, Page 558 of said Official Public Records, South 89°32'00" East, passing at a distance of 164.63 feet a 1/2-inch iron rod with"WAI" cap found for the southernmost southeast corner of said Lot 1, Block B and the southwest corner of said Lot 2A, Block B,passing at a distance of 588.33 feet a 1/2-inch iron rod with "WAI" cap found for the southeast corner of said Lot 2A, Block B and the southwest corner of said Lot 2B, Block, passing at a distance of 849.89 feet a 1/2-inch iron rod with "WAI" cap found for the southeast corner of said Lot 2B, continuing in all a total distance of 860.21 feet to the POINT OF BEGINNING and containing 3.1874 acres or 138,844 square feet of land. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. Page 31 of 44 EXHIBIT "B" PLANNED DEVELOPMENT DISTRICT DEVELOPMENT STANDARDS 1.0 PLANNED DEVELOPMENT DISTRICT 1.01 Purpose: The purpose of this Planned Development District is intended to provide for the mixing and combining of uses allowed in various districts with appropriate land use regulations and development standards. Each permitted use is planned, developed or operated as an integral land use unit while providing flexibility in the use and design of land and buildings where modification of specific provisions of this ordinance is not contrary to its intent and purpose or significantly inconsistent with the planning on which it is based and will not be harmful to the neighborhood. The allowable use of a combination of these districts provides for the enhancement and implementation of the City's vision of the Comprehensive Plan. 2.0 PLANNED DEVELOPMENT- COMMERCIAL DISTRICT Block A, Lots 3, 4, & 5 2.01 General Description: The commercial tracts within this Planned Development located within the proximity of the residential land uses are intended to accommodate the development of office, retail and commercial service-related uses for the neighborhood residents. 2.02 General Development: 2.02.1 The retail portion of the development must be developed concurrently with the self-storage facilities 2.03 Permitted Uses: a. Land uses permitted shall be in accordance with Commercial Corridor District as listed in Article 5 Use Regulations,Section 5.1 Land Use Charts, Figure 5-3 Land Use Tables, and Section 5.2 Listed uses as defined in the Zoning Ordinance of the City of Page 32 of 44 Wylie in place at the time of adoption of this Planned Development. b. A Mini-Storage use is allowed by right on Block A, Lot 3 as shown on exhibit "E". 2.04 Commercial Corridor District(CC): Block A, Lots 4 & 5 are to be developed in accordance with the Development Standards as defined in Article 4 - Non-residential District Regulations, Section 4.1 Commercial Districts C. Commercial Corridor District (CC), Figure 4-3- Commercial Corridor District(CC) in the Zoning Ordinance of the City of Wylie in place at the time of adoption of this Planned Development, and must comply with the Site Plan shown on Exhibit "E". 2.05 Non-residential Design Standards: Section 4.3 Non-residential Design Standards shall apply throughout the Planned Development District, with the following revisions: 2.05.1 Mini-Storage on Lot 3 2.05.01.a. Building A shall have a minimum 16% stone on the north facade. 2.05.01.b. Buildings B, C and D shall not be required to have stone on any facade face. 2.05.2 Retail Building on Lot 4 shall have a minimum 13%stone requirement on the south facade. 2.05.02.a. Building must comply with the architectural provisions and off-street parking shown on Exhibit 2.06 Landscaping Requirements Landscaping shall comply with Figure 4-8 of the Zoning Ordinance of the City of Wylie in place at the time of adoption of this Planned Development. 2.06.01 For the purposes of determining compliance with landscaping regulations,the subject property on Exhibit "E" is considered one lot. Page 33 of 44 2.07 Parking Design Requirements: The parking for commercial development shall be designed in accordance with the following: 2.07.01 A parking space shall be 10 feet wide and 20 feet deep for 90-degree parking. A parking space for angled parking shall be 9.5 feet wide and 18 feet deep. 2.07.02 A one-way aisle shall be a minimum of 20 feet wide. 2.07.03 Atwo-way aisle shall be a minimum of 24 feet wide. 2.07.04 The parking for a mini-storage on Lot 3, Block A is one space for every 40 rental units. 2.07.05 For the purpose of calculating required off-street parking, the subject property on Exhibit "E" is considered one lot. 3.0 PLANNED DEVELOPMENT-GENERAL CONDITIONS 3.01 Conformance to the Wylie Zoning Ordinance: Except as amended herein, this Planned Development shall conform to any and all applicable articles and sections of the City of Wylie Zoning Ordinance dated February 27, 2002. 3.02 Procedures of the Planned Development District: 3.02.01 Legal Description: Exhibit A Setsforth an overall property boundary description is attached and made a part of the approval for this Planned Development District, and the designation of each lot, identified by a number which corresponds to the lots defined in this Exhibit "B" Planned Development District Development Standards. 3.02.02 Conceptual Plan: The Conceptual Plan is hereby attached and made a part of the approval for the Planned Development District as Exhibit "E". 3.03 General Compliance: Except as amended by these conditions, development of property within this Planned Development must comply with the requirements of all ordinances, rules and regulations of the City of Wylie as they presently exist. Page 34 of 44 } m LEGEND PROPERTY LINE EXISTING WATER METER w PROPOSED WATER LINE 1 EXISTING TRAFFIC BOX lk I PROPOSED SSWR LINE J , EXISTING TRAFFIC SIGNAL NORTH I LOT 1, BLOCK B PROPOSED STORM LINE EXISTING GUY ANCHOR WOODBRIDGE CENTRE, LOT 2B, BLOCK B z PHASE 1 ADDITION TRANS. WOODBRIDGE CENTRE PROPOSED RETAINING WALL EXISTING POWER POLE VOL. 2012, PG. 308 - VOL. 2015, PG. 558 w -6- PROPOSED FIRE HYDRANT co- O.P.R.C.C.T. a GRAPHIC SCALE IN FEET X X PROPOSED FENCE LINE O.P.R.C.C.T. o a PROPOSED FIRE HYDRANT 0 15 30 60 PD 2003-01 - u) FL PROPOSED FIRELINE STRIPING ZONING: PD 2003-01 ZONING: a N PROPOSED WATER METER CONCRETE ELEC. I cn z EXISTING SSWR LINE&SIZE PAVEMENT VAULT O a EXISTING WATER LINE&SIZE ® PROPOSED PARKING COUNT 5 } EXISTING STORM LINE PROPOSED STORM INLET w • J Y GAS EXISTING UNDERGROUND GAS LINE } PROPOSED BFR O - 1- >- EXISTING OVERHEAD ELECTRIC LINE LS LANDSCAPE AREA INLET 'I EXISTING UNDERGROUND COMM LINE D ~ GRAVEL CONCRETE I p VISIBILITY TRIANGLE ZONE z PAVEMENT / j - t- - -Z I O z w - PAVEMENT ea Q LOT 2A, BLOCK B 1 d iN WOODBRIDGE CENTRE z &Fi- VOL. 2015, PG. 558 / o O.P.R.C.C.T. L 1- Q 5 w U O ZONING: PD 2003-01 = O `n rn a 22'UTILITY EASEMENT PROP.SLIDING / W �y o VOL.2013, PG.202 PROP. DUMPSTER 24'FIRE LANE AND ACCESS GATE , / c? Q o.P.R.C.C.T. ENCLOSURE EASEMENT BY PLAT 0 coil z - 1 p PROP. FH S89°32'00"E 605.53' PROP. FH / E- N — �� — — �s� a� S89°32'00"E 254.67' _ W o N O a CONCWALL ` PROP.RETAINING WALL — — ,—� - - — — - - - - U_ z_ } 57.5' I °' - \\ 10 LANDSCAPE SETBACK LS PROP.RETAINING WALL ❑ I 0 LS u � X � 10'LANDSCAPE SETBACK 0 w Y - —1+ BUILDING D I m m �� _ == / / PROP.8' g ,� Z m o W Z /6 SIDEWALK ^ w o U 1 STORY X z PROP.8"WATER v w Z Q LS o BLDG.FOOTPRINT 2 000 SF FDC o _ mQ W 1= PROP. FENCE = 1 — — — _c`ry w - ❑❑ - - - ❑❑ - — PROP. DUMPSTER 1 Q o _ _ a 1 07 ACRES PROP.24"STORM cc PROP. 18"STORM O Q o W f- LINE ENCLOSURE �`� / `� PROP.CONC �� �� Y 46,736 SQ. FT. / Q. ° Q ' w / �� I� �� o �� �� �� PVMT �� 4 /0 10'SETBACK ® w / L'% co �s 7:11:-\\-111 O Q PROP. BUILDING LOT 4, BLOCK A / f I m rn 0 0 PROP.CONC = - - - • C7 Q 10.0 < PVMT 0 ❑ = - - m n w 1 STORY WC 4'.)_ CENTRE IHAS. II Z t" o Z w z x PROP. 18"STORM __ .. o VOL. 2013, PG. /Q c p Y (TYP.) O / / PROP.LOADING ZONE FDC I \ X11.4 I /� cc O U m - PROP.LOADING ZONE RETAIL AREA=5 000 SF / _ N I m rr .✓" PER PD REQUIREMENTS PER PD REQUIREMENTS 7 0 LS CO RESTAURANT AREA= 1,500 SF O.P.R.C.C.Tw � -J Cl. X ~ X - ±365.0' Co TOTAL BLDG.FOOTPRINT=6,500 SF 7 /_�-- / w w o w io _ € __ 4�2.6 LS / �,1. BFR ® 10.0' a = (n Q CO d W IN BUILDING C FDC - (TYP. --- - _ -" z - - ----' ;--/Q� w ui U 20.0' 0 1 STORY I X I V I 1 4=7°2T45" co ( ) 24.0 BLDG.FOOTPRINT=2,500 SF LS PROP.7' - R=844.50' CONCRETE CO 1 TYP. ( �- _ 2.11 ACRES 5'0 _ BFR BFRI� BFR //tom _ t ,i S t_ WALL -- II� _ _ SIDEWALKI O M L=109.99' 7 - I —" = 0 92 108 SQ. FT. BUILDING A 20.0' 30.0' LS "y < No 10 / / ; CB=S18°20'05"W =o d I- oI 24'FIRE BY PLAT o -� TYP.) FIRE LANE r-,0, I TYP, LS / C=109.91' F U z I o • LOT 3, BLOCK A 3 STORIES 20�� ( ) -^=� L w — 0 - — / WOODBRIDGE CENTRE PHASE II BLDG. FOOTPRINT=32,850 SF 5.0' 1- W I I I PROP.24"STORM 6 5 - 30'FIRE LANE AND ACCESS / /— VOL. 2013, PG. 202 TOTAL BLDG.AREA=98,550 G.S.F. I EASEMENT BY PLAT 3 / w Z J d PROP.CONC 24.0' €-_ O Q PVMT FIRE_ANE 1 6 O.P.R.C.C.T. FR 11. I O / s �` U D > - _J - - - PROP. 15'SANITARY PROP.CONC FOR REVIEW ONLY o CO �I 1 \ I # _ __ " _= �p, (� - -, SEWER EASEMENT Not for construction or permR purposes. Q o t= o BUILDING B - Ls LS = VISIBILITY ~ 1� I o �o PVMT { VARIABLE WIDTH SIDEWALK, �� / ks ZONE / LANDSCAPE, DRAINAGE Kimley >Horn z Y 0 1 STORY FDC I' LS V %- �� LS = 1 SF = g Ico LS o, f &UTILITY EASEMENT O U BLDG. FOOTPRINT 600 ' Engineer SARAN E SCOTL P.E. O r� En O c\I I 57. = - - Q - . _ I� ✓ o. / VOL.2013, PG.202 U J lLJ h 5/7 P.E. Nn 113285 Dots 2/26/2018 z d C— ki I I ® // / o.P.R.C.C.T. w o O U' ' gam,, 17.0' 17.0' R25 ?9"9 m a O 2 Z coo w Z - - ,,. qS I (TYP?) O / /i—if 4=15°33'22, F- _ PR — — R=286.50' Oa O Q-� EX. 12"STORM LINE OP.SLIDING — S89°51'46"W 540.76' T - a lus..(1 2p / VISIBILITY Q o N (' GATE 0' (TYA / co Z c� = cA ° �' ZONE _ �': o�Q• ) ` CB=S35°03'52"W Q CD / 24.0, // / C-77.55' Q"' o O 03 < „ --- N. 416' O PAVE CONCRETE GRATE / \ 7 _ SSO, PROP.CONC �- / - o 0- cn co >- NLEr A-34°17'42" 0 V z Q m Th W R=37.00' s PVMT �T / / f CONCRETE i- o m 0 W - '- L=22.15' `:i !, - PAVE7=NT U O Z Z o: ACCESS EASEMENT 3- .10 / '� w o w O Y o INST.NO. C=21.82' c c' 20120711000835870 CB=N72°5='23"W �, 1/7' f OQWO.P.R.C.CT. / 0 I \ LOT 1, BLOCK A �� Q �- oo o o U W IRON FENCE WOODBRIDGE CENTRE PHASE II / \vISIBIUTY \"� �/ / SIDEWALK .840 < VOL. 2013, PG. 202 / 24'FIRELANE&ACCESS EASEMENT SANITARY SEWER EASEMENT I ZONE YE } / / ! • 'c• / GRATE VOL.2013,PG.202 / O.P.R.C.C.T. / , JQ Q0 I INLET VOL.2013, PG.202,O.P.R.C.C.T. O.P.R.C.C.T. I � INLET �_ 15'SAN.SEW. GRATE ACCESS EASEMENT R20 _ •/f, // = EASEMENT NLET INST. NO.20120711000835870,O.P.R.C.C.T. f O �`�! ZONING: PD 2003-01 GRATE tissue / 40 . . LLICY INST.NO. I- INLET S , 20070605000759070 a Q- 03� \ ,/,, A=7°35'25" V ` 2-STORY 1C::::3) Ls / R=830.06' Q� Ov Q • 1 L=109.96' O' J O.P.R.C.C.T. U s /,/ BFR CB=S31°04'53"W O Z TILT WALL BUILDING 7sto �\ o � , C=109.88' O �Q / a �w, - PROP. �- O / X Q ille ® MONUMENT SIGN / '`` / O / / I— d CONCRETE W o PAVEMENT �� (\ 0.39 ACRES // EXISTING DECEL LANE / / CO LOT 3 SUMMARY z 16,909 SQ. FT. ../ / / / W o2 ' LOT 5, BLOCK A // /_- VISIBILITY TRIANGLE BASED ON / / ...IEXISTING ZONING BASE ZONING PD 2003-01 COMMERCIAL CORRIDOR(CC) LOT 3 BUILDING # GROSS -_-- // TABLE 9 OF THE THOROUGHFARE >- / / FOOTPRINT STORIES BUILDING AREA 22 EXISTING / FIGURE 4-7 SITE DESIGN REQUIREMENTS LAND USE DESIGNATION MINI-WAREHOUSE 1 PARKING / / STANDARDS / / 0 BUILDING A 32,850 SF 3 98,550 GSF SPACES / / .�, / o ELEMENT BASE STANDARD(ALL DESIREABLE(EACH DEVELOPMENT TOTAL PROPERTY AREA 2.11 AC / / VICINITY MAP NOT To SCALE w SELLER NOTE DEVELOPMENT MUST COMPLY MUST SELECT 4 OF THE 8 BUILDING B 1,600 SF 1 1,600 GSF / z FULLY WITH ALL LISTED BELOW) DESIREABLE LISTED BELOW) TOTAL BUILDING FOOTPRINT 38,950 SF / '� SELLING A PORTION OF THIS ADDITION BY METES / / w AND BOUNDS IS A VIOLATION OF CITY TOTAL BUILDING AREA(GROSS SF) 104,650 GSF BUILDING C 2,500 SF 1 2,500 GSF I / / ��� U BUILDING 1.ENTRANCES AND OR FACADES X 1.BUILDING AT THE FRONT YARD / > ORDINANCE AND STATE LAW, DOING SO IS / MIN PLACEMENT ORIENTED TO THE STREET. LINE. I / � iii w SUBJECT TO FINES AND THE WITHHOLDING OF TOTAL STOAGE UNITS 950 UNITS BUILDING D 2,000 SF 1 2,000 GSF / }W 2.BUILDING FOOTPRINTS NO ❑ 2. INDIVIDUAL BUILDINGS W 1 / Z STEEL RD. QUTILITIES AND BUILDING PERMITS. GREATER THAN 20,000 SQUARE FOOTPRINTS=OR 10,000 SQUARE BUILDING A:3 STORY(38') / �/ ow %O////,ea BUILDING HEIGHT TOTAL 38,950 SF 104,650 GSF / . z FEET IN NS AND CR DISTRICTS. FEET. BUILDINGS B,C,&D: 1-STORY(16') / u .� ce 0 2 3.MULTIPLE BUILDINGS PLACED TO X 3.FRONT FACADE ORIENTED TO PROPOSED LOT COVERAGE 42.3 / // a �' SITE Q FLOODPLAIN NOTE CREATE PAZAS,COURTYARDS, THE STREET. / / / o / Z LANDSCAPED AREAS W / / oI Nip a Z ACCORDING TO MAP No.48085C0415J, CONNECTING WALKWAYS. / / SIDEWALK,LANDSCAPE a a COMMUNITY PANEL No.0415 J,DATED DECEMBER / &V.A.M. EASEMENT y PARKING 1.PARKING SPACES AT LEASE 10' ❑ 1.SITE PLAN WITH NO MORE THAN LOT 4 SUMMARY BENCHMARKS / /��� / : i VOL.2013,PG.202 ® ��NS(FY ir ° z 2,2009 OF THE NATIONAL FLOOD INSURANCE PLACEMENT FROM RESIDENTIAL LOT LINE. 50 OF PARKING IN FRONT OF THE BM#1 (CITY OF WYLIE MONUMENT NO. 1) LOCATED ON THE NORTH SIDE OF STATE / / �` / O.P.R.C.C.T. <qI = W RATE MAP(FIRM)OF COLLIN COUNTY,TEXAS BUILDING. HIGHWAY NO. 78 NEAR THE EAST ENTRANCE DRIVE FOR THE CITY OF WYLIE / RO / b v EXISTING ZONING BASE ZONING PD 2003-01 COMMERCIAL CORRIDOR(CC) Z v = THIS SITE IS DETERMINED TO BE OUTSIDE THE o 2.BUILDING WITH NO MORE THAN MUNICIPAL COMPLEX AT 2000 STATE HIGHWAY NO.78 NORTH,79.7 FEET WEST OF THE / �co / u EDNGE OF THE EAST CONCRETE ENTRANCE DRIVE,23.2 FEET SOUTH OF A 10 FOOT 3 / w H o 500-YEAR FLOODPLAIN. ONE ROW PARKING IN FRONT. GENERAL RETAIL&RESTAURANT WITHOUT / / / c4 Lo w LAND USE DESIGNATION DRIVE-THRU WIDE CONCRETE DRIVE, 76.1 FEET NORHT OF THE ENDGE OF ASPHALT OF STATE / �I' <IC X UJ Z HIGHWAY NO.78 NORTH. / / ' ' z w ACCESS DRIVES 1.MINIMUM WIDTH DRIVE OF 24'. X 1.COMBINED ACCESS POINTS TOTAL PROPERTY AREA 1.07 AC ELEV=530.29 // f / SITE PLAN —I �f, a a VISIBILITY TRIANGLES C TURNING RADIUS OF25'. WITH ADJACENT TRACTS. BM#2 (CITY OF WYLIE MONUMENTNO.2)LOCATEDNORTHOFSTATEHIGHWAYNO.78 / a -- z 2.ACCESS DRIVE AT LEAST 150' X 2.DIRECT CONNECTION BETWEEN TOTAL BUILDING AREA 5,00 00 S0 SF F RESTAURANTAL IL AND WEST OF SOUTH BALLARD STREET, NEAR THE SOUTHEAST CORNER OF THE / ` ®// WOODBRIDGE CENTRE, PHASE II ADDITION 11 C U ZONES FROM INTERSECTION. BUILDINGS AND STREET. BUILDING LOCATED AT 104 SOUTH BALLARD STREET, 10.0 FEET WEST OF THE / ` , / . W w SOUTHEAST CORNER OF BUILDING LOCATED AT 104 SOUTH BALLARD STREET. ../ X / LOT 3 & 4, BLOCK A NO APPURTENANCES BETWEEN THE HEIGHT OF BUILDING HEIGHT 1-STORY / / \-/ p 0 3.ACCESS DRIVES SERVING PD 2003-01 LLJ d 2 FEET AND 9 FEET, MEASURED FROM THE TOP ELEV=550.24 / / Z a z DEVELOPMENTS GREATER THAN z / w O < OF THE ADJACENT STREET CURB,SHALL BE PROPOSED LOT COVERAGE 13.9 Uj W Cl) 30,000 SQ. FT.SHALL HAVE BM#3 SQUARE CUT WITH"X"CUT SET ON THE NORTHWEST CORNER OF A CONCRETE / ' w L PLACED IN THE VISIBILITY TRIANGLE AREAS. SEPARATED MEDIAN,OR BE CURB INLET, NORTHWEST SIDE OF WOODBRIDGE PARKWAY, ±960 FEET NORTHEAST / _ - TOTAL OF 3.18 ACRES I- a a U SEPARATED AT LEAST 150'FROM OF THE CENTERLINE INTERSECTION OF HENSLEY LANE AND WOODBRIDGE PARKWAY, / L.K. PEGUES SURVEY, ABSTRACT No. 703 Q `,c `r' Z ±504 FEET SOUTHWEST OF THE SOUTH CORNER OF SITE. / O 3 o EACH OTHER. CITY OF WYLIE, COLLIN COUNTY, TX x o o 0 LEGAL DESCRIPTION 4.LANDSCAPED TREATMENT OF PARKING DATA SUMMARY ELEV=519.66 / Q 0 °8 ~ BEING A TRACT OF LAND SITUATED IN THE L.K.PEGUES ENTRANCES. x 2 = MINI-WAREHOUSE: 1 SPACE PER 40 UNITS BM#4 SQUARE CUT WITH"X"CUT SET ON THE NORTHWEST CORNER OF A CONCRETE 0 o ~ SURVEY,ABSTRACT No.703,CITY OF WYLIE,COLLIN DEVELOPER ARCHITECT z LOCATION OF 1.SERVICE AND LOADING AREAS ❑ 1.NOT VISIBLE FROM A PUBLIC REQUIRED PARKING RATIO GENERAL RETAIL: 1 SPACE PER 250 SF CURB INLET,NORTHWEST SIDE OF WOODBRIDGE PARKWAY,±1,610 FEET NORTHEAST a ,_ NINES RKAA ARCHITECTS, INC. Q >v COUNTY,TEXAS,AND BEING ALL OF LOT 3 AND PART OF SERVICE AND SHALL NOT BE VISIBLE FROM A STREET BUT PROVIDE MASONRY RESTAURANT W OUT DRIVE-THRU: 1 SPACE PER 100 SF of THE CENTERLINE INTERSECTION of HENSLEY LANE AND WOODBRIDGE PARKWAY, z w ±157 FEET NORTHEAST OF THE SOUTH CORNER OF SITE. 609 MAIN ST.,SUITE 4400 2233 E THOMAS RD. c c/i; = LOT 4, BLOCK A,WOODBRIDGE CENTRE PHASE II,AN LOADING AREAS PUBLIC STREET OR ADJACENT SCREENING. - REQUIRED PARKING(LOTS 3,4,&5) 59 SPACES ELEV=524.27 HOUSTON,TX 77002 PHOENIX,AZ 85016 0 '❑ RESIDENTIAL LOT. w �¢\, pW ADDITION TO THE CITY OF WYLIE,TEXAS ACCORDING TO O:(713)237-5719 0:(602)955-3900 U00 .E 0 x c. h THE PLAT RECORDED IN VOLUME 2013, PAGE 202, 2. DEVELOPMENTS UNABLE TO MEET PROVIDED PARKING(LOTS 3,4,&5) 76 SPACES BM#5 SQUARE CUT WITH"X"CUT SET ON A CONCRETE WYE INLET,±860 FEET WEST W(x^ z OFFICIAL PUBLIC RECORDS OF COLLIN COUNTY,TEXAS. THE ABOVE ARE REQUIRED TO HAVE OF THE WEST RIGHT-OF-WAY OF WOODBRIDGE PARKWAY, ±50 FEET NORTH OF THE ENGINEER SURVEYOR OWNER NORTHWEST CORNER OF SITE. ' 2 w MASONRY SCREENING WALLS W KIMLEY-HORN AND ASSOCIATES WYLIE CINEMA COMPANY LLC. p Q ADA STALLS REQ'D-PROVIDED 3 STALLS 3 STALLS ELEV=527.30 SHEET NUMBER '2GATES. 13455 NOEL ROAD,TWO GALLERIA OFFICE PO BOX 129 w Ow z p TOWER,SUITE 700 LIBERTY, MO 64069 <x 0 ::4 OA(972)770 13000 0:(816)407-7469 O JCaCa >- m lk w NORTH d LOT 1, BLOCK B GRAPHIC SCALE IN FEET ,I <cH0 15 30 60 ! 8 WOODBRIDGE CENTRE, ,, cil PHASE 1 ADDITION �''1 I z VOL. 2012, PG. 308 ! j z Q O.P.R.C.C.T. O I I Y ZONING: PD 2003-01 ' I w W LOT 2B, BLOCK B i !I 2 m WOODBRIDGE CENTRE ; V o m VOL. 2015, PG. 558 O 1 I ,�' .P.R.C.C.T. ZONING: PD 2003-01 D , 1 1 1 N 1 4 ! I ! O caw (n a . U I II i I wui i w Q ,1 Ii I ! I ' LOT 2A, BLOCK B WOODBRIDGE CENTRE I _ w 1 O rn LI- o VOL. 2015, PG. 558cow 1 ', 4 I I , / c O.P.R.C.C.T. r / II METAL EDGING TYP. , J ° c II ZONING: PD 2003-01 w o N Z w 22'UTILITY EASEMENT — U �t r) z_ I I I VOL.2013, PG.202 PROP. DUMPSTER PROP. DUMPSTER ^ X w O.P.R.C.C.T. ENCLOSURE0 w ENCLOSURE � A 1 \ \\ \ i ✓S89°3200E 605.53' CD Z - 3'RETE m — m - - mmmmo S89 32'00"E 254.67-OZ H CONC \ - --_.- -- --------- - ------_------- ------�------- - ----- --- - - _ _. -._ -- —— - - -- -- — — - - �� I I z -_ 1 BUILDING D FDC -= ° VCU - E- H Q �i�u o iLi w Z Q z � J '. �,� PROP. BUILDING 1.07 ACRES /' , '' 'I 0 o w O NT Q _ 10'SETBACK 146 NT 1 ' I I, 1 Q i a " 46 736 S . FT. %�' j E W W 0 41 1� ' / i yz , z I- Q 1 O a - = - \ \ ` LOT 4, BLOCK A / iI ' !, /II =.N, I, r!, , ■ E \ WOODBRIDGE CENTRE PHASE II ` �\\ \ o VOL. 2013, PG. 202 , \ o O.P.R.C.C.T. 1 a BUILDING C - I I �1 I I \ �!, , // - _ / A=7°27'45" CONCRETE - - ----1 I� ! I j I WALL PROP. - - \ •V , /� R8�4gg' LOADING ZONE PER 2 11 ACRES 1 w - = a _ 92 108 S FT \ L 9. N PD REQUIREMENTS BUILDING A (,Z, PROP. LOADING ZONE PER \ / ! CB=S18°20'05"W �. R, t U Q ~ O - F -F =w 1 a- d d o „= LOT 3, BLOCK A :1-4PD REQUIREMENTS ��\ _ L ilirtIC I QV C=109.91' T w = 1 - WOODBRIDGE CENTRE PHASE II NT /! I I © IVIY�le »�HOrI� '. VOL. 2013, PG. 202 (� ` I , , /, I y w OZ cn p o -- O.P.R.C.C.T. Ln I �.` i ' ,/, UP I / Q m \� \� 1 I VARIABLE WIDTH SIDEWALK, w p \� _ _.a © I LANDSCAPE, DRAINAGE cf°o w Y BUILDING B % v �vv ,!/ �, ! v, II &UTILITY EASEMENT TS _ - --- - _ - - =- 1 1 i VOL.2013 PG.202 to �' ---_ -_- � ---_� �� �= ---- �-=- � - - - - � � - �._ -_ - r - � I a, O O 0 _Iw N 1 __ � �.. _ <<=_ _ -,_� - G == , �- - � _ ____ � � 4 � I /' ', 'i �, !, �i ! `� O.P.R.C.C�T. � � z m p 1 -� 1 z \ NT '` I I; co Z m m = z a. 191 1 �, / ' X I_ I o=1 N 0 o p C� r\:\ 1 'i I I, , 5°33'22" m � •• .. Q I- z — — — w — S89°51'46"W 540.76' \/ _ z Q mm� i �'1 � i � 1 R=286.50' o II- � � >- _ 1 L-77.79' p w ` 1 IC6=S35°03'52"W I- o w m W w J N /i C=77.55' W 0 w O U o O F- Q cn Q w a Lij S0 ✓ i i '� d o o cn 0 0 U w —WATER EASEMENT A=34°17'42" 32 1 , i , , , ` a VOL.2013, PG.202 R-37.00' 6' �m 1 1, L=22.15' 3� 4, A ! ;/ I / / I ACCESS EASEMENT i w . O.R.R:C.C.T. v' INST. NO. _ Q CB=N72°59'23"W I 0 , 1 1 1 , I , I 20120711000835870 I O O.P.R.C.C.T. f 1 11 LOT 1, BLOCK A Jam, / 1 Ii , , ,1 Q C �l• aWOODBRIDGE CENTRE PHASE II VISIBILITY /, j.-T l/; i 1!, I! I', I'! I, L/i`/Z` 4r LLI CO VOL. 2013, PG. 202 ZONE {� ` '1 WO.P.R.C.C.T. = 1 , '`I w 1I ZONING: PD 2003-01 - tiss, / / ,1, / // !i 1 !!\ !1 , 4/ (Y/19 uwi 0,/,,„ ,/ �/ - I , ! �'I /I !1 1!I R=7 05'2 (4- V sC O F WATER EASEMENT .. - „ 5" i ', OV Q• X / CB=S31°04'53"W a g3•� ,e I 'I ' L=109.96' O 0 O ~ - ;1 1 1 I/ !i I, C=109.88' Film LI_I Li City of Wylie Landscape Requirements - Article 4E 1 / � 1eP U) -71 v PROPOSED /' 'i /i I! I/ I w MONUMENT SIGN / /_ ' I ' , 1 L HI Landscaping in Required Yards Required Provided / � o At least 20%of site shall be landscaped // / , / , J z 3.18 acres x 20% = .64 acres 20°%0(.64 acres) 20% (.64 acres) 0 0.39 ACRES / // PLANT SCHEDULE Landscaping is required in the front yard Yes Yes Z 16,909 SQ. FT. / / z Landscaping in side and rear yard not otherwise 1 LOT 5, BLOCK A / / Yes Yes / VISIBILITY TRIANGLE BASED ON TREES CODE QTY BOTANICAL NAME/COMMON NAME ROOT CAL SIZE REMARKS required [desirable design attribute, 1 of 4 1 / z — — — q g ] / / TABLE 9 OF THE THOROUGHFARE co Landscaping of Parking Lots / / STANDARDS UP 5 ULMUS PARVIFOLIA/LACEBARK ELM B&B 3"CAL. 12'-14' H. SINGLE STRAIGHT CENTRAL LEADER,FULL AND More than 12 spaces are required to have 50 SF of / / w 1111. MATCHING landscaping per space[desirable design attribute,2 // / - ww of4] F / 111 QV 3 QUERCUS VIRGINIANA/SOUTHERN LIVE OAK B&B 3"CAL. 12.-14' H. SINGLE STRAIGHT CENTRAL LEADER,FULL AND 64 spaces x 50 SF = 3,200 SF + 10% = 3,520 / / w MATCHING SF 3,520 SF 4,205 SF 1 / / oNo parking space further than 40'from landscape I // / / w w GROUND COVERS CODE QTY BOTANICAL NAME/COMMON NAME CONT SIZE SPACING REMARKS area on site[desirable design attribute, 3 of 4] Yes Yes % / Z / -,- /-- / w Q Parking rows 12 spaces or longer shall have N/A N/A / / Q w ¢ a SOD 27,398 SF CYNODON DACTYLON/BERMUDA GRASS SOD N/A N/A SOD TO HAVE TIGHT,SAND FILLED JOINTS AND BE landscaped islands at ends x w z FREE OF WEEDS. All parking rows shall have landscape areas at least / -- / J a = every 12 spaces N/A N/ACL / SIDEWALK, LANDSCAPE ,...1 H o � Visual Screening - / r &V.A.M. EASEMENT 'R w � NT 538 NASSELLA TENUISSIMA/MEXICAN FEATHERGRASS 1 GAL 8"H X 6"W 18"O.C. FULL AND MATCHING Service and loading areas are required to be / VOL.2013,PG.202 L 1 J w z W \� screened in a strip at least 5'wide,plants 3'in height {2} LOADING ZONES {2} LOADING ZONES P / O,P.R.C.C.T. W O. when planted and include one flowering tree for SCREENED BY SCREENED BY / PROP. BLDG PROP. BLDG < 0 every 20 LF of area / W W Landscaping of Street Frontage � 0 U w z o At least 50%of the required front yard developed as / z X ° 0 landscape buffer and at least 10'in width. Increase17 / w 10' 12' / (/) w W in minimum width of landscape buffer by 20% / -- Q n 3 Z [desirable design attribute,4 of 4] z/ / / Q o ' -V Trees required in buffer, in groves or belts on 30'to / // \/ Z w w �; I CAUTION!! 40'spacing // / x z � Woodbridge Pk 297.74 LF/40' = 8 trees 8 trees 8 trees / / < z w-5 CONTRACTOR IS TO VERIFY g / / Q y,"„. Know what's be I OW. PRESENCE AND EXACT At least 4'meandering concrete walkway on VARIABLE WIDTH u' = LOCATION OF ALL UTILITIES Yes 8'meandering sidewalk DRAINAGE EASEMENT // // a ,- ,- perimeter when adjacent to thoroughfare >, w. w ® PRIOR TO CONSTRUCTION. VOL.2013,PG.202 / /4. O o Q^' o aI I before you dig. Note: Due to conflicts with existing utilities, street trees cannot be planted along O.P.R.C.C.T. / / / } x x iMil /Ir� Woodbridge Parkway. These trees have been placed elsewhere on site. // / as w w 2 / SHEET NUMBER Y 0xQnQU LP 1 . 01 © wv z( o / / L.- 0 woos u) / 0 F.!Ca a O Page 37 of 44 Page 38 of 44 Page 39 of 44 Page 40 of 44 Page 41 of 44 WYLIE FARM ROAD 1378 FARM ROAD 544FARM ROAD 544 W FM 544 S T E E L R D SECURITY CTHOOPER RDHENSLEYLN CE N T R A L P A R K D R AlleyDD AA LL LL AA SS AA RR EE AA RR AA PP II DD TT RR AA NN SS II TT FOUNDERS PARK WYLIEHIGHSCHOOL THE VILLAS ATWYLIE U H A 1 B R00 3 3 4 17 2 3 4 99 9 9 9 9 13 15 10 8 41 8 9 1011 12 13 14 15 1 2 3 4 5 42 1 2 5678 1 2 3 40 5R 17 49 2 R001 1 R001 2 8R 8R 11R 12R 12R 5R 2R 3R 1 5 1 R001 R002 4R 9R 9R 9R2 9R3 5 6 7891011121314 15 16 17 1819 20 21222324 25 26 27363738 39 4041 131415161718192021222324252627 1 R001 15 54 2 3R001 1 1 1 11 R001 3 4 5 10 R003 6R 7R 8R 1 2 3 4 R001 R002 8-12-1 1 7R 6R 2A 2B 2C 12 9R R003 HELMBERGERINDUSTRIALPARK HOOPERBUSINESSPARK BROADSTONEWOODBRIDGE RAYMONDCOOPERJUNIOR HIGHSCHOOL NEW HEIGHTSBAPTISTCHURCH A & WPROPERTIES#2 LAKESIDEESTATES #3 PARKER PARKSIDE#1 WOODBRIDGECENTRE WOODBRIDGECENTRE #2 WYLIEWEST IHOP HOOPER BUSINESSPARK - 110SECURITYCT, LOT 3 WYLIE HIGH SCHOOL WYLIE CIVIC CENTER OWNER NOTIFICATION MAPZC #2018-03 Map Date: 2/6/2018 Page 42 of 44 Property_Owner_Notification_List ZC #2018‐03PROPERTY ID X REF/GEO ID PROPERTY OWNERDOING BUSINESS ASOWNER ADDRESS 1OWNER ADDRESS 2OWNER CITY OWNER STATE OWNER ZIPCSUBDIVSIONSUBDIVISION/ABSTRACTBLOCK TRACT/LOT LEGAL DESCRIPTIONSITE ADDRESS423973 R‐6193‐000‐0030‐1 ONCOR ELECTRIC DELIVERY COMPANYPO BOX 139100DALLAS TX75313‐9100 A0193 CLIFTON I SURVEY3 ABS A0193 CLIFTON I SURVEY, TRACT 3, 3.69 ACRES; ROY‐LAV‐W PLANO ROW WYLIE, TX 75098430607 R‐6703‐000‐0090‐1 ONCOR ELECTRIC DELIVERY COMPANYPO BOX 139100DALLAS TX75313‐9100 A0703 L K PEGUES SURVEY9 ABS A0703 L K PEGUES SURVEY, TRACT 9, 3.6159 ACRES; ROY‐LAV‐W PLANO ROWWYLIE, TX 750981612017 R‐6703‐000‐0100‐1 TREJO JAVIER & ELEODORA1218 WILLOW POINT DR MURPHY TX75094‐4183 A0703 L K PEGUES SURVEY10 ABS A0703 L K PEGUES SURVEY, TRACT 10, 1.717 ACRESWYLIE, TX 750981974055 R‐2589‐00A‐0080‐1 HOOSIERS HOLDINGS LLCABSOLUTE FITNESS & NUTRITION464 LONG COVE DRFAIRVIEW TX75069‐1958 S2589 HOOPER BUSINESS PARK (CWY)A 8 HOOPER BUSINESS PARK (CWY), BLK A, LOT 8203 SECURITY CT WYLIE, TX 750981974056 R‐2589‐00A‐0090‐1 LGMA REALTY LLCBTI AG LLC205 SECURITY CTWYLIE TX75098‐4919 S2589 HOOPER BUSINESS PARK (CWY)A 9 HOOPER BUSINESS PARK (CWY), BLK A, LOT 9205 SECURITY CT WYLIE, TX 750981974057 R‐2589‐00A‐0100‐1 SUMMIT CHURCH THESUMMIT CHURCH OF WYLIE207 SECURITY CTWYLIE TX75098‐4919 S2589 HOOPER BUSINESS PARK (CWY)A 10 HOOPER BUSINESS PARK (CWY), BLK A, LOT 10207 SECURITY CT WYLIE, TX 750981974058 R‐2589‐00A‐0110‐1 TEXEQ LLCXL TECHNOLOGY15650 CUSTER TRLFRISCO TX75035‐6608 S2589 HOOPER BUSINESS PARK (CWY)A 11 HOOPER BUSINESS PARK (CWY), BLK A, LOT 11210 SECURITY CT WYLIE, TX 750982582795 R‐8816‐00A‐R001‐1 WYLIE CITY OF300 COUNTRY CLUB DR BLDG 100WYLIE TX75098‐3000 S8816 WYLIE HIGH SCHOOL (CWY)A R001 WYLIE HIGH SCHOOL (CWY), BLK A, LOT R001; ROWFM 544 WYLIE, TX 750982629582 R‐6703‐000‐012R‐1 WYLIE CITY OF300 COUNTRY CLUB DR BLDG 100 WYLIE TX75098‐3000 A0703 L K PEGUES SURVEY12R ABS A0703 L K PEGUES SURVEY, TRACT 12R, 1.6793 ACRES; ROWWYLIE, TX 750982631395 R‐6703‐000‐009R‐1WYLIE CITY OF300 COUNTRY CLUB DR BLDG 100 WYLIE TX75098‐3000 A0703 L K PEGUES SURVEY9R ABS A0703 L K PEGUES SURVEY, TRACT 9R, .5732 ACRES; ROWWYLIE, TX 750982680087 R‐8816‐00A‐0010‐1 WYLIE ISDPO BOX 490WYLIE TX75098‐0490 S8816 WYLIE HIGH SCHOOL (CWY)A 1 WYLIE HIGH SCHOOL (CWY), BLK A, LOT 12550 W FM 544 WYLIE, TX 750982683038R‐10267‐00B‐0010‐1 KROGER TEXAS LPKROGER751 FREEPORT PKWYCOPPELL TX75019‐4411 S10267 WOODBRIDGE CENTRE PHASE I ADDITION (CWY) B 1 WOODBRIDGE CENTRE PHASE I ADDITION (CWY), BLK B, LOT 12608 W FM 544 WYLIE, TX 750982683043 R‐10267‐00B‐0030‐1 CSD WOODBRIDGE LLC980 N MICHIGAN AVE STE 1280 CHICAGO IL60611‐4523 S10267 WOODBRIDGE CENTRE PHASE I ADDITION (CWY) B 3 WOODBRIDGE CENTRE PHASE I ADDITION (CWY), BLK B, LOT 3805 WOODBRIDGE PKWY WYLIE, TX 750982693696 R‐10388‐00A‐0010‐1 WYLIE CINEMA COMPANY LLC WYLIE CINEMAATTN B&B THEATRESPO BOX 129LIBERTY MO 64069‐0129 S10388 WOODBRIDGE CENTRE PHASE II (CWY)A 1 WOODBRIDGE CENTRE PHASE II (CWY), BLK A, LOT 1711 WOODBRIDGE PKWY WYLIE, TX 750982693698 R‐10388‐00A‐0030‐1 WYLIE CINEMA COMPANY LLCATTN B&B THEATRESPO BOX 129LIBERTY MO 64069‐0129 S10388 WOODBRIDGE CENTRE PHASE II (CWY)A 3 WOODBRIDGE CENTRE PHASE II (CWY), BLK A, LOT 3721 WOODBRIDGE PKWY WYLIE, TX 750982693699 R‐10388‐00A‐0040‐1 WYLIE CINEMA COMPANY LLCATTN B&B THEATRESPO BOX 129LIBERTY MO 64069‐0129 S10388 WOODBRIDGE CENTRE PHASE II (CWY)A 4 WOODBRIDGE CENTRE PHASE II (CWY), BLK A, LOT 4731 WOODBRIDGE PKWY WYLIE, TX 750982693701 R‐10388‐00A‐R002‐1 WYLIE CITY OF300 COUNTRY CLUB DR BLDG 100 WYLIE TX75098‐3000 S10388 WOODBRIDGE CENTRE PHASE II (CWY)A R002 WOODBRIDGE CENTRE PHASE II (CWY), BLK A, LOT R002; ROWWOODBRIDGE PKWY WYLIE, TX 750982725274 R‐10267‐00B‐002A‐1 CSD WOODBRIDGE LLC980 N MICHIGAN AVE STE 1280 CHICAGO IL60611‐4523 S10267 WOODBRIDGE CENTRE PHASE I ADDITION (CWY)B 2A WOODBRIDGE CENTRE PHASE I ADDITION (CWY), BLK B, LOT 2A; (REPLAT)799 WOODBRIDGE PKWY WYLIE, TX 750982725275 R‐10267‐00B‐002B‐1 CSD WOODBRIDGE LLC980 N MICHIGAN AVE STE 1280 CHICAGO IL60611‐4523 S10267 WOODBRIDGE CENTRE PHASE I ADDITION (CWY) B 2B WOODBRIDGE CENTRE PHASE I ADDITION (CWY), BLK B, LOT 2B; (REPLAT)801 WOODBRIDGE PKWY WYLIE, TX 750982725276R‐10267‐00B‐002C‐1 CSD WOODBRIDGE LLC980 N MICHIGAN AVE STE 1280 CHICAGO IL60611‐4523 S10267 WOODBRIDGE CENTRE PHASE I ADDITION (CWY) B 2C WOODBRIDGE CENTRE PHASE I ADDITION (CWY), BLK B, LOT 2C; (REPLAT)803 WOODBRIDGE PKWY WYLIE, TX 750983/2/2018Page 43 of 44 Page 44 of 44