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Ord 720 Amending Ord 703 Planned Development PD 1-2 Development Plan EntradaCi : 1 1► _1►ti1 �►[i�if►�Lil 1 l,► 1 . ►1 WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85 acre tract of land (commonly known as Planning Area 2 of the PD1 zoning district (PD 1-2); being the portion of the PD1 zoning district bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd." to the west, and SH 114 to the north, more completely described in, set out in Exhibit "A"; and WHEREAS, on April 22, 2013, the Westlake Town Council (sometimes referred to as the "Council") of the Town of Westlake, Texas (the "Town"), adopted Ordinance 703 amending the Comprehensive Zoning Ordinance (the "Zoning Ordinance") by creating regulations and design guidelines for a mixed-use development; and WHEREAS, the Zoning Ordinance has been amended by the Council after receiving recommendations from the Planning and Zoning Commission (the "Commission"); and WHEREAS, because of the size, location, and natural features of the Planning Area and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of the Planning Area and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS, because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within the Planning Area that will be consistent with the Town's long-term development vision; and WHEREAS, the suitability of the Planning Area for such planned uses can be enhanced through modifications to the development regulations governing the Planning Area, including approval of a Development Plan and modifications to the Engineering Design Standards otherwise applicable under the UDC; and WHEREAS, the economic development and land use planning objectives of the Town will be furthered by the amendment of to PD 1-2; and WHEREAS, the Commission held a public hearing upon the application of Centurion American to amend the zoning for PD 1-2 by the approval of a Development Plan on October 14, Ordinance 720 Page 1 Of 20 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town, all in accordance with law; and WHEREAS, upon the recommendation of the Planning and Zoning Commission, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that the amendments to Ordinance 703 reflected by the approval of the Development Plan and Engineering Design Standards, as attached (Exhibit `B") should be approved; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town are best served by adopting this Ordinance, which the Council has determined to be consistent with the Town's Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date. NOW, !' ORDAINED !WN COUNCIL OF !, OF SECTION 1: That the recitals set forth above are hereby incorporated herein, adopted by the Town and declared to be true and correct. SECTION 2: That Ordinance 703 of the Town of Westlake, Texas, is hereby amended by this Ordinance amending the Planned Development District PD1, Planning Area 2 (PD1 -2) within the property described in Exhibit "A" attached hereto by reference for all purposes. This Planning Area will be subject to the Development Plan as set out in Exhibit `B". This Planning Area will be subject to the Engineering Design Standards attached hereto as, set out as Exhibit "CYC. SECTION 3: The Development Plan is further approved subject to the compliance with the following additional conditions: 1. The Development Plan must have architectural engagement of all buildings to the water feature in a way that accommodates public use of the trail (palisade) on the water's edge. 2. All structures adjacent to the water, including those involving fee simple ownership, must be handled dimensionally to maximize an aesthetically pleasing adjacency and interaction with the water. 3. Location of the plaza in Phase 1 in relationship to the water feature must allow for a high degree of public access to the water feature from this plaza. This should be done in a manner that forces any and all vehicular access into the plaza space via a separate conduit. This can be done in European village fashion with bollards defining the vehicular path across the plaza ground plane, while separating cars from pedestrians (note: the Arts District in Dallas has a street where this pedestrian and vehicular traffic are separated with bollards as recommended here). This plaza should be extended to or as near as possible to the water feature. Ordinance 720 Page 2 Of 20 4. Attention roust be paid to the architectural and spatial relationship of the storage building that will surround the gas well pad site with the residential uses across the street from the storage building. This includes some type of architectural feature at the corners of the storage building to create architectural interest. 5. The entire residential area in the southwest quadrant of the tract must have a view corridor established where all streets and lots are terraced in a manner whereby residences on the street above another residence are viewing a roof top and horizontal vista, not looking downward into a backyard. 6. The location of the proposed Town Hall building should be set to maximize and create a public gathering area near the water, as well as interact well in terms of the Town Hall's site's adjacency to the trail system that goes along the edge of the water feature. This may mean moving it further away from the round -about in front of the building. 7. Pedestrian bridge should be point of strong architectural interest creating a "Ponte Vecchio" visual impact type bridge. The other bridge, which will carry vehicular, bike and pedestrian traffic should be a significant design feature of this development as well. Both bridges should be located to link well with public plaza areas. 8. A publicly accessible trail system must be located around the entire the perimeter of the water feature with the exception of the villas' section. Locations for fountains, benches, tables, public art, and other public gathering areas must be shown along the trail system on the Development Plan. This trail shall have a point of inter -connection with the trail system in Solana on the tract adjoining to the east. 9. Engineering standards for this development must be approved with the preliminary plat and must assist in carrying out the Staff's recommendations for the Development Plan contained in this report as well as meet the intent of the design standards and guidelines contained in Ordinance No. 703. 10. When the tract is site planned, both the southeast corner of FM 1938 (Davis) and Solana Boulevard and the northeast corner of FM 1938 (Davis) and SH 114 must, include strong design public design elements that tie those corners to the intent of the design standards and guidelines for this tract. Site plans for these corners shall minimize surface parking from being the main visual feature at these hard corners (note: requiring some berming when these locations are site planned may help with this). This includes incorporating design features from the Town's FM 1938 Streetscape plan on the side of the subject tract that abuts FM 1938. Also, a 3- 4 foot stone wall that fits with the site's design standards and guidelines shall be required around the perimeter of the site on Solana Boulevard and FM 1938. 11. Show on the Development Plan the type of Town Edge landscaping that will be utilized along the SH114 side of the tract. Also show where along this Town Edge landscape zone the landscaping will consist of trees and when other treatments such as vineyards, as proposed by the developer, will be used. Ordinance 720 Paae 3 Of 20 12. Approve use of Italian Cypress trees on the tract as the predominant tree of choice for the landscaping. 13. All recommendations made by Staff in the Staff Report presented at the time of zoning approval on April 22, 2013 continue in place (discussed above in Section I of this report). 14. All site plans submitted subsequent to approval of this Development Plan shall comport to all the design standards and guidelines as set out Ordinance No. 703. 15. A lighting plan must be submitted for this Development Plan that meets the requirements of the Section 14 of the zoning ordinance for this site (Ordinance No. 703) as well as Chapter 102 of the Town's Code of Ordinances. This plan should emphasize use of bollard lights along trails, plazas, and gathering areas. It should also emphasize shielded low intensity down lighting for parking lots and intersections. 16. A Master Landscape Plan for all common areas, right-of-ways, public and private open spaces, and Town Edge Landscape zones must be submitted along with the next Site Plan and before any buildings permits are issued, other than the Site Plan and building permit for the Sales Office. SECTION 4: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such unconstitutional phrase, clause, sentence, paragraph or section. SECTION 5: That all provisions of this Ordinance not hereby amended shall remain in full force and effect. SECTION 6: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 7: That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two -Thousand ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 8: This ordinance shall take effect immediately from and after its passage as the law in such case provides. Ordinance 720 Page 4 Of 20 PASSED AND APPROVED BY THE TOWN COUNCIL OF Tj'&E TO', —*F WESTLAKE, TEXAS, ON THIS 28" DAY OF OCTOBER, 2013. 44 Kelly hdwa�ls, Town Secretary I �(fi Z,4, I , hlUzz,-1 /Thomas E. Brymer,/Town Manager Ordinance 720 Page 5Of20 EXHIBIT A Legal Description of PD1 -2 District Exhibit Al — Graphic drawing of PD1 -2. EXHIBIT B Entrada Development Plan EXHIBIT C Entrada Engineering Design Standards and Letter from Developer's Engineer dated 10-11-13 Describing the Differences Between these Standards and the Town's Engineering Standards as They Will be Applied to Entrada Ordinance 720 Page 6 Of 20 � _� LEGAL DESCRIPTION EXHIBIT 1 Legal Description of PD 1-2 District 85.90 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS — SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with "Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlake/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non -tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a'/2 inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/2 inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 20 1. 11 feet; Along said curve to the right an arc distance of 202.02 feet to a %2 inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a %2 inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a %2 inch iron rod found with Graham cap at the beginning of a curve to the left having a central angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a 'h inch iron rod found with Graham cap at the end of said curve; North 55 degrees 11 minutes 58 seconds West a distance of 190.50 feet to a '/2 inch iron rod found with Graham cap; Ordinance 720 Page 7 Of 20 North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a'/ inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non -tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/2 inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a %2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a '/2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non -tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a %2 inch rod found with "Huitt-Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. l; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron Ordinance 720 Page 8 Of 20 rod with "Carter -Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with "Carter & Burgess" cap found at an angle point in the west line of Lot 2, Block l; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 720 Page 9 Of 20 Ordinance 720 Page 10 Of 20 FRF_._W**. Development Plan Me Ordinance 720 Page 11 Of 20 05 < X 111 LLI <C1" f5 4., I- 771 -53 0 Me Ordinance 720 Page 11 Of 20 05 < X LLI <C1" f5 < I- 771 -53 0 z L(S < UJ Lij > C) uj Me Ordinance 720 Page 11 Of 20 A Me Ordinance 720 Page 11 Of 20 4 . lITUE] .-.xmr�, fasrs.+ ver a w 91 1 IS M i M :v. , ' i Ordinance 720 Page 13 Of 20 m 3V3 NVId IJEWWO-13AM 0111111111111 Ordinance 720 Page 14 Of 20 ■L 1" 1 1 18: ■ I -/ 1 a 1 ■ ns— 1 l.. a su•".- <V. W%a 1 � � SIMM .. �..L.lL'S41};v�'. 1_1 Ordinance 720 Page 15 Of 20 ry • z r .'' -� tp •.. 11 —It ey .. �..L.lL'S41};v�'. 1_1 Ordinance 720 Page 15 Of 20 Ordinance 720 Page 16 Of 20 ..... .� _..i 4 aLS/V.lr Ee : llit®;,. 1 1 ,3 = S . SLL, ` S3? # *.f.*.2Q� •� �,� 1 � � 9�Sf. MVI .V<rYULi3 Ordinance 720 Page 16 Of 20 -L- 2- VIUVAUA I'M WVU 113SOdL%9 ii it ii J 41 LU i 1p!-, x Ordinance 720 Page 17 Of 20 Entrada Engineering Design Standards and Letter from Developer's Engineer P`,ANX'-Nf-' fMrl FNGUNFERTNIX; P I: A-7TNIG M I A CONSU.UfANTS, INC. "AN, D MhAer I L 2W Town of Wasthike Wron E Bqmer I Village Circle, Saito 202 Westlake. TX 7062 HE JaNnIANR Town of Wavalve TMn Q WMdAe, One behdfofoi�r client Ctnttrrion Amenean and Blackdf Gleba, we woald like to suA)mit the 1,nrrada De-velop'nent Pbs MW Prelimbuy PW- Btlow ale the difference bowecv, the Fnlrada engincering dcsigpi and the Town of Westlake's, code ofordmance- Chap wr 3643 Shoo dcMgn specificirtion 1,31 Roadways should be pljced in 1,110 Centei' cif righL-of-!�,�gay, bw inay beshifted to avoid. tree groupings SnaMMARnsweci .wwn jawn'. (4) RoadwLys shall incin intcrsectioirs at 0,0 degrees (witl] no more than tcri dogravariance),io that no Ayett I tic er W we post of'right-of- -wair' lincs by a distance of at lead 150 H, t:-, trit spirt of Ac zornng ordinmce Am ,..mc. m m mNkm a Ew"w,, o .,,,r.„.y ,,, ..,r_, "n 9",-) "in'd &� n"nt., have straigh,, no an a M RM! 10 F I mat wtrc', ng, rr, anitJes varic:y, �is!oL- (ver.r",A] flm- -AC,,,Y,and li"It stamhird�,. t 2) 1)a,;ign rm I uiremunts ;f all bc i'm iaamp I in nze wit h the I at A c a it ion of A A Sr F fO niaximimi straight lenth and cernerline radii are recononerided gnidtflines to awlt in die mmillar dedip cif lVeWakel MY= and may be exceedvd as Ing as the iia rvi3ipotff design mandards are. tact a. 1 An cmumne radh m": Ac doln nquAmens to To paWk wah. 11c rAWK x=1 A Forcon e Vv,)Crtthsc ru,aircd thc ra�h,,,5 ha�; h—en, o nyc—1 �roLmnc Ordinance 720 Page 18 Of 20 (15) Residential slr-tots shall be aligncd in a mamicr w discourage, use by through traffic, Jogs a, d offso, n, 1 , intersectionS MeaSUP'11,4lc= than 135 feet in residential streets and l t0 feel in undivid,'ed colles-torstrects, mcaqwed betiveen C'emenhies, are prohibkrd. Ilis pi-ovision shall m ot ipply it t hc inamsccting .si'rccl is eivicici and -niedian alae nil a is not 1pi-ovided for eithcr sircvt. Street right -of wly 'xidTh" smafl oot&)rm to of Hlus Standard, a, Sanw as abuvc, Snvo spammv ii d Jigmi-iv,--if 'IM aft SIMIM tO tl"T p%)vi&,,u -bra inloiho hill se7r„ lh) Curvilinear dpsrgi, 0-110 of the ob,iectives Set ford, i;l dw, town's ComprChe"Isive ?,qll iR th"'.. ureation ofwinding, and tkecinz street,. All new qt-,ftt,, witbin the town shall moot nieFc QUI-alin"caT ,trout Ntandarfis, except whor the fcnvri dotrmincs that the shape or tropopp-apby ofthe suhchvisioD or the pattem ofadiaccvt street system-swould make the provision of such CIII-v!finear streets unlfiewible. The town�,,; Fngiaocripg Standards shall also apply, All non- re-sidential cul-de-sacs WiTh, 'I lejl�*tjj feet of less. regardless ofccaltedire ,100nM07y, S11.411 tae COnSidered to meet the curvilinear weet statniivis. provideo that Clic cul -dc - situ iermi-mites 31, the sirext on,(] in a Im mtersodion (ix., docs not Cross the iplensecTiorl), (2t Forresidmiti-I suceN. atolal length ofl,3420 feel sha,E bt considered to mui:t the Curvilifica", Struct slandards piovi(hM that the street teminates cul-de-sac, tee intersecli(m) al either end, (3) 1° ;ccs than 50 Beres m of the length ofkbe oemle,";ine ofthe atrCet (or less than 50 percent of thztcngth, of tile c4,11teflint, ofthe lane bundle for major uteri strects) is eounp.ssed ofstraight seelions Illen that Sti,eet shall he misidcred to moot with the curvilinear street snindards ,1. yp; .:;IIJ 1 aet, t 'Cuqgi II .;, IN n weer in e radi i e 1 ess 4 lln, n rcqu ired, W,Ile, ljrat-, 11fe, n(It tCj I UQ(jej' tIW roadWaV a, v;,11CH -nc-, a"L, --ak-. flt:: w"m(,s-ji v 0 Wi tlw righl -L)f ns ay, RcLcr to Ai ib, t t A fo - S S cc 1, � o a s AI � I 1 IF mi v oll wr vtrial ions 6,(Im 11,c code of ordivanccs ar-, iden fifivd the Town of W e,,alake Lan,Awwnc, f� 1, 1', or Robcni �- DLA),ak Jr -I P.F. ziafln 1. Lando%vnc LLT, iso Ordinance 720 Page 19 Of 20 Ordinance 720 Page 20 Of 20 � ( � ] ». �.} \� ��\ / �� � »|ƒ ` �\ \ \LJ \ \ \ { } ):41 �� � - —� t \ �� � / �`� � ` _ G | ƒ � – | \ . / \ . � _ \ H RR C, � \ (�^ ® – 71 � – /EXHIBIT A / ©ENTRADA STREET SECTIONS 85.921 Acres FOWN OF WESTLAKE TARRANT & DENTON COUNTY, TEXAS |&aa=ENG� FIA=G iqsA CONSULTANTS, LLC _=gym LANDSCAPE ARCT TCr,.RE E7 El' JLL T-ATE:e6 e5; -ALE: N/A -,35, NO 121398 Ordinance 720 Page 20 Of 20 Star -Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 327747951 FORT WORTH, TX 76102 Invoice Date: 11/1/2013 (817) 390-7761 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 11/30/2013 Bill To: PO Number: TOWN OF WESTLAKE Order Number: 32774795 3 VILLAGE CIR STE 202 WESTLAKE, TX 76262-7940 Sales Rep: 043 Description: TOWN OF WESTLA Publication Dates:l 0/31/2013 - 11/1/2013 be k4l"_ 0 e CHRISTY LYNNE HOLL041) fi Tex .s StOte ' S Notary Put .. . .. . ... Rj 7<-�E t rn Comission ExpiT-s I 2016 THE STATE C July 31 Countyof Tarte des are Before me, a ruxx T,4W' i'l,',,'and State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star - Telegram, pubfiblMu Uy iilu ill I- I Uiuyid, 1 11C. at Fort Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the attached clipping of an advertisement was published in th ove named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM (817) 215-2323 Signed f SUBSCRIBED AND SWORN TO BEFORE ME, THIS Thursday, N4e IqA07,2013. r f� —LI Notary Thank You For Your Payment --------------------------------------- -------- Remit To: Star -Telegram P.O. BOX 901051 FORT WORTH, TX 76101-2051 Customer ID: Customer Name: Invoice Number: Invoice Amount: PO Number: Amount Enclosed: TOW27 TOWN OF WESTLAKE 327747951 $427.08 AM30M =-. 808 Throckmorton St. FORT WORTH, TX 76102 (817) 390-7761 Federal Tax ID 26-2674582 Bill To: TOWN OF WESTLAKE 3 VILLAGE CIR STE 202 WESTLAKE, TX 76262-7940 TOWN OF Misc Fee THE STATE County of Tz Customer ID: TOW2_7_-_______ Invoice Number:,/327747951 m— Invoice Date: 11/1/2013 Terms: Net due in 21 days Due Date: 11/30/2013 PO Number: Order Number: 32774795 Sales Rep: 043 Description: TOWN OF WESTLA Publication Dates:l 0/31/2013 -11/1/2013 13580 1 34 RECEIVED NOV 2 5 2013 34 LINE $6.13 $417.08 $10.00 Net Amount: 1/ $427.08 RECEIVED NOV 19 2013 CHRISTY LYNNE HOLLP,ND P" 1, A NofarYPuh 1c, SICie of texas tviy Commission Expires I July 31, 2016 VO N, W m ,," Before e, a =and State, this day personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star- Telegram, t r Inc. at Fort Worth, in Tarrant County, Texas; and who, after being duly sworn, did depose and say that the Telegram, pUblvtf mu by mv Stdit didyArn' attached clipping of an advertisement was published in the.2bove named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM (817) 215-2323 Signed��� SUBSCRIBED AND SWORN TO BEFORE ME, THIS Thursday, N4e A 07,2013.L) --k-k /V ' A — Notary Publi RECEIVED NOV 27 2013 Thank You For Your Payment — — — — — — — — — — — — — — — — — — — — — -- — — — --- — — — — — — — — — — -- — — — — — — — Remit To: Star -Telegram P.O. BOX 901051 FORT WORTH, TX 76101-2051 Customer ID: Customer Name: Invoice Number: Invoice Amount: PO Number: Amount Enclosed TOW27 TOWN OF WESTLAKE 327747951 $427.08 a 0 a F - z w z a J IL H z W 0 J W W 0 N 16°29'40" E &ISTING 322.70' FMR TEXAS LIMITED PARTNERSHIP VOL. 14146, PG 381 D.R.T.C.T. PROPOSED 15.0' TROPHY CLUB /7 WATERLINE ESM$ N 18014'25" E 185.36' -•��• 1=1431.56' ........, ^3, mum IC LUARGA MTA L=403.1 , LC=N 26°34' 4 4 2 58' N 09°29' 30" W COMMERCIAL � ILIV'4115� 55045'0p" W ) 90.50' S 71 °36'30" E • S 77059'00" E 746.74' 'SOUTHWESTERN BELL 4f � L E EASEMENT M__ EXISTING 15.0', a m s o DENTON CREEK REGI WASTEWATER SYSTEM EE _ PROPO — PROPOSED 15.0' WEs COMMERCIAL TROPHY WATERT OR RESIDENTIAL WATE E ESMT \ �.��� ® M -Z S 71036'25" E 7 / COMMERCIAL PARKING [ 443 85' / i ROP D 0' ®� GARAGE s �M TI 3 Erb \M� AMPITHEATRE (711. M� BUNGALOWS � ,�� 15.0' SOUTHWESTERN BELL e.4.R 0— LEPHONE EASEMENT g PARKING � gU ® � Ko EXISTII GARAGE � ®� \ \� =ate\\ gQ BUNGALOWS _ \ GAS EMERGENCY \ WELL STAGING B \� AREA 6 \ \ � �J s, � � �► _ �, v �� � � Pm CHAPEL `• �„lo ' / / COMMERCIALS PN° PEDESTRIAN BRIDGE Seville Cove s�,a:za' ]r_,/ 3 .60' R=1428. DO' ° '00" L- 29.7 =N 48°21 39" W 29.46' z 0 .Y rn o6 to m Q � Y U � to F oa v HOTEL ��TR HY UB MU, FOUNTAIN t M HOTEL PLAZA / PARKING � RESIDENTIAL, S II � Lot 2, Blo@k 1 Westlake/Southlake Park Addition No. 1 Vol. 388-214, Pg 78 & 79 P.R.T.C.T. S 00032'55" E 168.55' S 63007'25" E 04.34' ING o' • !,► of ,� j c upllui IF Lot 1, lock 1 Westlake/S u hlak Park Addition N0. Vol u e 388-214 Pages &79 P.R.T.C.T. R=2709.79' -=8019'09" L=393.46' LC=S 58°57'40" E 39.11' �S 54'48'10" E \ 319 24' \ \ S 64052'25*E . v v F\56.55' /4 , T \ `\ AS i ENT, 1� \ I R=2754.79' -- 13' S6" =10 . 3' LC=S 43°'S0" 107.32' 200 0 200 400 600 Feet SCALE: 1 "=200' TBM - Found 'Y' on TBM - Found 'Y' on OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 Contact: JACK DAWSON L E G E N D CD C.R.F. Capped Rebar Found � M Overhead Power Lines C.R.S. Capped Rebar Set N C. M. Control Monument Down Guy Wire Mon. Monument —443— Existing Contours BM $ Benchmark N � FH- �6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° d7 -6C\l"0 W/L Water Line Asphalt Pavement ICV- o Irrigation Control Valve (::)X � SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP— 0 Utility Pole — � o � � LP- 3:� Light Pole �3 Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B.L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 Contact: JACK DAWSON V- (b < O� X ZO W Z QUYF- CC z N �HHO Q coW� NcW}LL Q Z cr q °C>°°r W o0 C0Z)zH 11COOo6 Oz cr® O F- W Z W U� � Z Q J a H J Z J WLLI Q O> JO LLQ > W in IPHEL�MINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: JLL Date: 10411 2013 Scale: 1 =200 Revisions: 12139R M V CD >~C0 U � M N rh V j,ly � U � N N � �hOR V � 00 C'4 00 r d � d7 -6C\l"0 z C7 �/ (::)X � X LUd Q- 0 m — � o � � W O �3 U) � N r.0 N p �o V- (b < O� X ZO W Z QUYF- CC z N �HHO Q coW� NcW}LL Q Z cr q °C>°°r W o0 C0Z)zH 11COOo6 Oz cr® O F- W Z W U� � Z Q J a H J Z J WLLI Q O> JO LLQ > W in IPHEL�MINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: JLL Date: 10411 2013 Scale: 1 =200 Revisions: 12139R 44.59' S 77'59' 00" E x---746.74' W Z Z \ Z Re \ \ 15.0' SOUTHWESTERN BELL »TERC/ M LEPHONE EASEMENT N 16029'40' E 1 / NE . _ _ _ \ M 3zz.7o' 3 — — — — � 14 FMR TEXAS LIMITED PARTNERSHIP g� EXISTING 15.0' a e @ � � o � � — _ — VOL. 14146, PG 381 Qv / DENTON CREEK REGIONAL a S SSo _ M — — — — WASTEWATER SYSTEM EASEMEN� N. — D.R.T.C.T. °o. _ _ _ 41 _ — — • ROPOSED 15.0' TROPHY CLUB \ M � IC QL EXISTING PUBLIC ACCESS 2 WATERLINE ESMT — _ �_ _ \ & UTILITY EASEMENT /� _ \ 3 / 1,158 SF M \ \ Icv 3 ,�1 •29' \\\ \\\ �s •� `�' COMMERCIAL \ \ M \ Q PROPOSED 15.0• OR RESIDENTIAL 22131 \ \ \ \ O ICV l� > WESTLAKE A CWATERLINE ESMT STMH ® 63.61' a7 7136' N 18'14'25" E Iry _ o- ��\\ o �� q ° \ M \\ /_ — COMMERCIAL 5h q q o \ \ 1443.85 185.36 PARKING PROPOSED15.0 \ ICV PROPOSED , 6 " �� GA ME \ \ 41 \ \ \ BUILDING ROPO D a �9� / GARAGE W \ \ \ \ \ \ AREA -1,912 TRO ��h / / TERu X M E G 30.0' \ \ \ \ 6 $F IN t�MT try �� • \ q A j� A® SM ° FF -666.5D 9 9 q \ \ \ O PRIII 3 P " VOL. —4 R=1431.6 2-46-25V �'� 2ti' P s°PNS g� 03' TO BE AMPITHEATRE�� \�\ » ICV q / / �h t Nor a --16 09 58 000.S. BUNGALOWS L=4 .91 W / LC=N 26'3�42� E l . _ - � � e � .� N N o O w- i 40 .58' � � � PARKING I � 2 / ^� W ° o cr o 39,82 SF / K EXISTING GARAGE o, /COMMERCIAL GAS o o 140' to I � WELL � - � � 131 / � O' �,BUNGAL 172,491 EMERGENCY `'cr- 14os4 N 09029'30" 1P / 5`� 079 SF - STAGING AREA ° e195 6.6 lel a -s M'00 � M 5,100 I I 133ss 5,40741 SF a 6,368 SF / ay I / • 1 / / \ 32.y8' �r COMMERCIAL / J 1 COMMERCIAL `J ` SF I \ ..I. jII / /"I° o CHAPEL 30'X50' SOUTH -TERN r2uoj� 60S I g / `BELL TELEPH M_n cn / 'VOL. 2288, P �l \ I I �, 2 � ' � O // � � ' ., rylp w COMMERCIAL / e , / VOL. 2379, PG. �q. a' I S 5,937F / � � /� PEDESTRIAN BRIDGE 1 h I_; I �� \ o WITH SHOPS N 55 45'00" 1 P PA 190.50 sF 9437 !% 1` O �� 21X PA voL. 248. ItPROPOS 15.0' 1 Block L / I 19878' a L / ® \ \ 82.0j. \ O 0 BED 4WATERLINEOES \\ 3a6� 9,656 ' 3x — RESIDENTIAL o 7 SF l > \ — _ D \ _ � PM HOTEL � '" ' \\ INV O F.t � �h5' .�•' V o .� I v � ,fl A� //� v � w O 5: 7 a 3 .0' 38. �� ,113 • I 1 I ® ;° j/: / \ "' �: \� lock I I ^ 121.75 ISTIN TROPHY CLU D � B�O Al EASEMENT TOS NDON O51. ` 78.5 X7415 5F / FOUNTAIN \ '$� COMMERCIAL ' 13 , \ s 8,-929 SF �// :� / / / 254,389 SF X� V '� •�� �� .., 9 ,� � 6 5, 30 5F � ' •�� w 9.63' �A 116 8.25' '8 sF fop - PARKING 5 =708.00' e " 6 / nrz SF 6%s M GARAGE � a ''---'S.11. 160.75' � 59 ° �`� � _I X5.7 ' 65$$i � O 66.93' =45 19 a h' ,1128 I N HOTEL w�i , 10.57 o COMMERCIAL V� e.29 �.F-- rs� PLAZA 1 AREA so LC=N 32'5 20" ti �" 5711 7x.75' r 49 I �42.4r Nz 550.11' �� N\° t4 1 s w / 6,095 I N .`+ •�o`�/ ,696. ' � - 'v. `S'SB>\ _ — X285'— —eA1� I 2 � `�- — GRANADAA q1 �' \ M UIRE PARTNERS 6, c• �O I 7,863 73 // W PARKING GARAGE 007 SF • S 1 �N / / / / / so S P A N IS H VILLAS \ ��� RESIDENTIAL ��° • �$ W T I E R E D 8 �� \ / / 10' FIRE P TECTIO MT \ ® N 6g• \ ��- \ VOL. 9437 PG. 1127 W A 41 W I T H � e �o �� 1�3'e \ / VOL. 2428 PG. 210 I SF WALLS129 �MIGHEIE ro 9�6 � "I 931 Sf � \ � � f� �. \ \ II TO ABANDO h 6 SF ' \ N 10001'4 " 6s> \ 23® SF 13 .24' \ 4" s o �� ' 9 RESIDENTIAL s. I N oN \ 35.0'& XUTILI Y EA LIC ACE \ \ 32 SF \ . 9 ' o� \ 9e /� I_ \ \ / ��y // It \ \ \ \ 1 424 4x 6k11 \ e9I � 00 / 20. \ \o \ 35.21 rn 6, 7 SF ��- `1• h cn J` oo M FlIrC \ s °0 812.00' w 4006'54' �� I .19' P L=341.76 6 1,5M II " 57 � N I ,391 II 5 07 W II 339.24' \ // 73.30 � 11 \ J Lot 2, Block 1 11 1hti' Westlake/Southlake Park Addition No. 1 Vol. 388-214, Pg 78 & 79 11965 P.R.T.C.T. =612.00' 18°54'41" L=202.00' LC=N 3'35' 55" 201. ' I— S 00'32'55" E 168.55' a /r i= 100 0 100 200 300 Feet SCALE: 1 "=100' TBM - Found 'Y' on TBM - Found 'Y' on OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, L.P. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 Contact: JACK DAWSON L E G E N D VLo00 0 C.R.F. Capped Rebar Found M Overhead Power Lines C.R.S. Capped Rebar Set v � N C. M. Control Monument Down Guy Wire Mon. Monument —443— Existing Contours BM $ Benchmark N FH- -6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° { W/L Water Line "oZ o Asphalt Pavement ICV- o Irrigation Control Valve X L0 t --ii SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP- 0 Utility Pole — .� o T) � LP- 3:� Light Pole 3• o � J Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade L1 U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B.L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, L.P. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 Contact: JACK DAWSON 0 00 C* r Q z0 W z F- F_ QUYF- Q z N U)HHO Q Q �QmwC _ }adz N >w"< LL z L0 Z)Erz< LU C0 Z) 3: F- 0ZF- 0® O W Z W H N W 3: Z a J a z W a O J W W D IPHEL�MINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: JILL Date: 10411 2013 Scale: 1"=100' Revisions: 12139R PP2 M V VLo00 0 U M v � N a rh V � U � N 16-4U N CD CNrn co CO ��0) "o { "oZ o C7 �/ X L0 t --ii o 0 � C N m � — .� o T) � a O 3• o � J � o U) a� ai 70foll L1 h u, rJ — (0 0 00 C* r Q z0 W z F- F_ QUYF- Q z N U)HHO Q Q �QmwC _ }adz N >w"< LL z L0 Z)Erz< LU C0 Z) 3: F- 0ZF- 0® O W Z W H N W 3: Z a J a z W a O J W W D IPHEL�MINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: JILL Date: 10411 2013 Scale: 1"=100' Revisions: 12139R PP2 15.0' SOUTHWESTERN BELL TELEPHONE EASEMENT ows'o 487, PG. Boz, A PA GA A �i S 63'07'25" E 404.34' R=2709.79' =8' 19' 09" L=393.46' LC=S 58@57'40" E 393.11' 54048'10" E S 64052'25" E 56.55' 100 0 100 200 300 Feet SCALE: 1 "=100' TBM - Found 'Y' on TBM - Found 'Y' on OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. 1-35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 L E G E N D Z Cl) C)v CD Q z C.R.F. Capped Rebar Found Z Overhead Power Lines C.R.S. Capped Rebar Set 0 0g C. M. Control Monument rh V Down Guy Wire Mon. Monument —443— Existing Contours BM $ Benchmark V FH- �6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° W/L Water Line Asphalt Pavement ICV- o Irrigation Control Valve — .> o > SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP- 0 Utility Pole U) � N LP- 3:� Light Pole Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B.L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. 1-35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 Q x W F- W� Y M V Z Cl) C)v CD Q z U I- CD0 MN � Z O� LU LO 00 3�:~ 0 0g Z O rh V jJy U N W _I E N V 00 � C'4 00 aQ� r � °' ��{o g � " Z L0 C7 X � ii X Lu 0 0_ m — .> o > W O �3 U) � N D N r Q x W F- F- Cn Q LLQ Z Q J F - Z W O J W W 0 IPHELMNARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 JLL Kevisions: 12139R Q 0 F - Z W W� Y Q Z Cl) C)v �O �0 LU Q z CV C LL Z O� LU LO 00 3�:~ 0 0g Z O Z W F- Cn Q LLQ Z Q J F - Z W O J W W 0 IPHELMNARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 JLL Kevisions: 12139R Q 0 F - Z W 5-P7� \\ \ \ 6605 6 F65� \� SS'� . ' SOUTHWESTERN BELL EXISTING PU LI S J & UTILITYSE TV �/ j v 655 , E EASEMENT M - (AS LIMITED PARTNERSHIP I Q A 00 VOL. 14146, PG 381I Ij Co� T\ y"ATO VIN i L / V�A )E CO fh���rS�IN� D.R.T.C.T. / IC I I II /����� / _ • � PROPOSED 15.0' ICV PL�a�/�0`= /i // TROPHY cLU6 WATERLINE ESM$ V I � �//j �//%/ %///� -24JT l�l�� // �////ice - IST �/ /-(O�k, �5.- IC \\\1�� � �� • \\\ - vw- ii1\11 i� g _ -�=-630_ -1540; !� �� S; - 25_ \ 15.0'LSOHONE EASEMENTBELL ii �>` �wEe, , 64 ��� /�/�// �y �� x'20 �\ �� _-�� �� _-�/�/ \VA\ 640;�i /ice moi//�w� - 1 _ =6�- 1 f �-111/ A0-- �%i�c��- G- o' (0 i i �� RSG AL v_z 640I\`�IH(/ \\ A\7"�- (j`I�\� '7 o v v� vvv\vA\ VA\ \\\VA\\\� / / / / �v� vvv Sew v ca: AQ - vv \V A\ 6' \\\\\\ 5447 v� v v 1 P o 15. A \VA\\ \�\VA \\ \\I111iIII I EXISTING TROP�IY CLUB M wTARTER Y EUsr VA\VA\� 11\�1\� �I I I I I// 1 I I /` ���� \ vv�� \ c9 11�1Id IV I EASEMENT TO BE \\ f 11 co cp � I I�t� I \/.� I ABANDONED \ _ i S /fir `��' S I A\\ I I III IIIA I I/ ILO 000010/ \- > /z/ iii" PR d d I c VIII III I I I I ) ► \ v / /�/�i > / /� /�^ V \V A I I Ga�' ' / 11 IIIVII II ���� y v Av \ v A /ii i�// � oIv/%�/� \v\\\ \ \ > I l IIoIIN14e\'� /IIII III I A I // .v vv l�, v V l I \ N I I 1 1 1 \\ V A a // / i / %� / \ co I \ A v �\ I l I III I11 >UJU \ vvv v vvAA AAS � (, 0 Iv GRADA IT7�0\�: \ MAGUIRE ARTNERSV 0 AASA 611 111111 � 35.0' E STING B Ic c 655 & ILITY E S E T�' 111111\ I(o II V, \ Lot 2, Block 1 Westlake/Southlake Park Addition No. 1 \\ V I I \ Vol. 388-214, Pg 78 & 79 P.R.T.C.T. i I i Tc= 15 mins EXISTING Area Acreage C I2 I5 110 125 Iso 1100 Q2 Q5 Q10 Q25 Q50 Q100 Comments A 54.47 0.35 3.90 4.86 5.53 6.46 7.20 7.98 74.35 92.65 105.43 123.16 137.26 152.13 FLOW TO SOUTHEAST PROPERTY LINE B 31.45 0.35 3.90 4.86 5.53 6.46 7.20 7.98 42.93 53.50 60.87 71.11 79.25 87.84 FLOW TO SOUTH PROPERTY LINE Totals 85.92 Control Monument 11728 146.15 166.30 194.27 216.51 239.97 Lot 1, Olocl 1 Westlake/S u Make Park Addition No. Volu e 388 214 Pages & 79 P.R.T.C.T. 200 0 200 400 600 Feet SCALE: 1 "=200' TBM - Found 'Y' on TBM - Found 'Y' on OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. 1-35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 L E G E N D LQ � C* a CD 0 U C.R.F. Capped Rebar Found aAc- Overhead Power Lines C.R.S. Capped Rebar Set a rh V C. M. Control Monument z Down Guy Wire Mon. Monument -443- Existing Contours BM $ Benchmark 00 � cr® W Z FH- �6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° W/L Water Line Asphalt Pavement ICV- o Irrigation Control Valve Oa 3 SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP- 0 Utility Pole LP- 3:� Light Pole Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B. L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, LP. 1221 N. 1-35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 U� 0 a z F- X W [PREL N/WY FLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM i Kevlsi ns: 12139R PP4 M V LQ � C* a CD 0 U Cq M � QUYF- aAc- N L1a C a rh V j,ly � U � N z Ld Z)Erz< N � C0 Z) 3: F- OZ0� O 00 � cr® W Z rn rn { a m �1 o "0 z o C7 �/ X ii X Lu o d m C � � N - .> o Oa 3 > C o U) To U� 0 a z F- X W [PREL N/WY FLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM i Kevlsi ns: 12139R PP4 LQ � C* a Z0 W Z F- QUYF- aAc- CQ N (f)HHO a Q QCOw� N c W W LL.� z Ld Z)Erz< LU C0 Z) 3: F- OZ0� O cr® W Z F- 2 w U� 0 a z F- X W [PREL N/WY FLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM i Kevlsi ns: 12139R PP4 44.59' \\ \\ \ S 77'59 00 E 746.74' \S ,650= I��\ F TV ? / 2 U R F 15.0' SOUTHWESTERN BELL N 16 � � l � / � LEPHONE EASEMENT 294O E ' �� \ 3 � � / _ �� � �A S IVE" �� \ M ��A � ��� � f 655,87A 322.70 N l / \ ` 1 _ - _ _ _ � X , v /,�' I I �� .o� , I TTI � -�,� � -�_ �_--\i \��_,\\\\ � _- 4 \ I / I Q7 % V I I / -�� / ��� ��\����� vv�� - Z / ///// \ I 2I ( I 4OzO<v C PI II iI/�//I1 �/i i ✓ / , / /// l /l/l/w/y�/ /(,` / / // X� � N/Ga/ 15/ 1 0' 1 FMR TEXAS LIMITED PARTNERSHIP -, ONS -_ SM 1 E/iER �/Ek1TJVOL. 14146, PG 381 D.R.T.C.T. 93. l'�POYCU \ - IISlll C ACCESS WATERLINE ESM _ -- //j / .ICV COMMERCIAL --- l/ / j/ / i�i l j PROPGSED 15 / / / � OR RESIDENTIAL'// /� / _ - » ICV l� SiLAKE - � 11 i /// /// / /// //-�-- �-wA,�uNE �sMr / � // / \ � \ 6 / STMH / // / / / N 71 p 1425 / a7 36 N 18 E 3 // ICV / %vV�/��AAV 185.36 R=1431. 16009' S8" 11 / I L=4 .91' // \ LC=N 2603 42" E /1 40 � d v N 09029'30" W �\ lI / 3 BEL ly /VOL j V N 55 45'00" W 190.50' �/ / / / / / �i/ `/ / Z /, �� - - COM RCIAL \ - vv A \� _ 6 ' = vvv v \ �\ \ \ \ \ s \� \ \ _ _ 1443.85 Icv PROPOSED A OFFICE/' / / / / / / PARKING \ \\ / / \ \ \ G AGE _��-_- // / BUILDING 4 5 �!ij, ! ///` ,/� / i%/// /�/ /�9 / �� »��\/i�'� \\\� \ \ I / / / \ \\ \\ 1\\\\ \\\`�' \ \\ III I -I�N� l / ., T/ - 1 i �" / �-6 50 //i �/ �/i� // ♦ \ 1 1 1111 1 \ Al2 / ♦ v 1 11 IIvI�vII 11vvv vvv - -ss5 v v �� / /i A 1 1 111\\ \ A III l= o N v v Z > - _�Iv11v1111 v v v vv A18 1111�1VI\�\I A M A -VOL- - /\VII\ 1 1\ - AMPITHEATRE 3.44 vv ��S c - - V- V -- IV- v� vvvv v v 1v v v v 1vvI v 11 vv -% A19 �/ A\ \ \ v �\\\\\\ \1VA\ 1 1 � 1 \ � � � - � � B ALOWS ; ,_ _ r X I l l I I l I 1 1 1 v vvvv vvvv/i// v\ Ivv\v��I vI�I� 111 \ v A / v w ;,�s _ ;; 1.44 1 1 1 1 1 1 1 1 III V A\ \\ \ 1 1 2 w / vvv ��`� \ ��IIIII I�\VII PARKING 1.39,677 SF/ COMMERCIAL / _ - EXISTING \ NI1111 \\1V11 GARAGE - GAS 111 W► \ o 4054 R A v 111 111 A17 \\ ,- s, WELL 11111A,. - - BUNGAL I I I V11Vv\ � _ „ 15/r)\E RGENCY 5,749 SF E STAGING l /,� / l / /ZTl / /+/,�1 , l/..� �l I�• I I I 1 1\' 9111A\\\\�11\ 1 A l// ,� �� / A l i��/ii "�/ AREA 3 910 3.0 s�'61' ii --s-s'--4-0,14-1jol / / 4 / / I I I I \ 1 A \ ` h 6,36 / A I I I ��' ��/ A / - 3218 X9.64' I 12.6YiSF / / COMMERCIA I 3 \ h/ I COMMERCIAL I I V A ;% i// /�� / / ��VT3 v i�i� / / _ CHAPEL / 50✓ SQUu� /J I / \ I \ \ / - L/rELEPH 15� 13 \ \ V ��\ � \ ,6 �� ���� �� �� / / �� � 5 �� 1 I A I 1 12 V 1 I / ��� I \\ I 1 _/ 7 I s ` oL� 2 s/ Pc .a. I I A \ 1 l 1 VA 5s.37 SF \ \ \ \ / v� COM \ 1982 5F \ A13 \ \ \ \ \I \ \ \ i 188.3 \ \ _ _ _ -rrAIL110�; I � N .10 � A A A \ \ � �\ V 1 \ � \ \ 11 � I I � � > , � � - -- \ \\\ \ I r 1.70 J l I 1-1 / r \ V 1 \ B2 PROPOS 15.0' 21X I A 11.34 k \572 sF \ •� / 2 / / l �''- v 8 'c•:, .; \ / A �� TROPHY C B • •••'•,V � \ \ ,�7, �F i � - 1 / \ \ / WATERLINE ES /i / / 4.23 INV 0'j,70!.10 9" ' LC=N 32'5 20" W 550.11' GRANADA M UIRE PARTNERS L ° RESIDENTIAL 16,Oa7SF I / �> HOTEL ` \ \ \ \\ -1 \\ \ F+ \ \\ 1 9 A V AA \ \\ I 3 I I > 291 I �i�i v 1 --- v\ V A\� 6' \ - !yo \ \ \ \ \ 1 a 10,5 / \ MUM1111111111ft NCN ma \ \ \\ CO \ \ \ 553.39 -Sr- o I \ N I V \ \ \ \ SF , 14 I 121. I ��� ISTIN TROPHY CLUB \ \ 120.57 , )'',% / EASEMENT TO BE \ v �3 c�1 i I �L6 �� • I I h1 3 S F I ABANDONED sl I� 7 1 4 ,'� �;.�; , a 1 �6v\ `� y \ '�� COMMERCI I \ ; o a, 2s sF ti, A \ 254,J89 SF �• A I 1\\ V I I I° 51 I ��� �t� �4oz� I hI ///G2 4v / \ /`� PARKING - - ` ,i 25 I I / / 11,n2 SF ' ' - A GARAGE a v / v I 1 I I � o I � 6 � � / / � � � 8, 5 SF `r• A � / ` Sao v I � w 6 fC� . ._ 7 A8 � 5923 11285, s5. 7' M. ( �A2 HOTEL v �I ,°�C : COMMERCIAL a I 1 \ ; 1.93 � - � 457.3• � � � � � V PLAZA � \ / o ko� �. A9V �1J7 \ 7a 1e' 4,rj4 AREA \ 1.20 I � \ �� /1412 -I I I I 6 W 121 6,795 • '1 1 1\ I I \ ,��• \ �BssF \ \ 4 PAR / GART\ X 8,.307 SF, 13 \ 82657 1 II . / 15 , `� ` \ 1 ` ` � RESIDENTIAL a� � I E R D A4 A3 \ V \ 10' FIRE P TECT10 MT \� ® W / I �o�A 114 /// /l W I T H 5,556 \ \ / VOL. 9437 PG. 1127 / / x.16 �O ";� � \ VOL. 248 PG. 210 W A L S \ 3.93 \ �� A V / OL. 12902, 338 TO ABANDO Sys\ s �// \ / � J � I I I � 5, \ ��" � \ rn 2528 �� � �-• % / ` / Ilk. N 10001'4 I A256 g,,7519 SF \75A901 15 13.24' A6 RESIDENTIAL = A eA6 0.9 \\ 1.03 35.0' EXISTI G PU LIC AC E \\ \ 6I I I \ \ 13 )10 TZ'moi! \ r, 9871 SF & UTILI Y EA VIENT 1 I I 11\ I A I 1 III 11 / O - �� 13 4910� 10,424 SF 4 ON 3 �� \ \ \ _ oo 6, 7 SF ��- �9- 812.00 v v v 1 ` / A7 L 4006'54' \ \ \ ,` 2.33 \ \ 5.,9' h 1 Al 1 711yy' L=341.76 _ ► " ' \A�io4s sF\ \V ` � I� ¢s11,531 SF 3.511 1 N 2 507 W\AV v 339.24' =612.00' v 18054'41" ve v�� L=202.00' v , S 00032'55x E LC=N 3'35' 55" \ / / v ��` 468.55 201. - \ �\ \ V Lot 2, Block 1 Westlake/Southlake Park Addition No. 1 Vol. 388-214, Pg 78 & 79 P.R.T.C.T. \ X w I I I I I I I I II I I i= ri1 100 0 100 200 300 Feet SCALE: 1 "=100' TBM - Found 'Y' on TBM - Found 'Y' on OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, L.P. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 L E G E N D LoU) C* a z0 w Lo 0 - Z F- F - C.R.F. Capped Rebar Found CD I- M Overhead Power Lines C.R.S. Capped Rebar Set v Q QMw� C. M. Control Monument N Down Guy Wire Mon. Monument -443- Existing Contours BM $ Benchmark N O Z FH- -6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° f W/L Water Line cNo Asphalt Pavement ICV- o Irrigation Control Valve I LL SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP- 0 Utility Pole - � o T)� LP- 3:� Light Pole 3• Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B.L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, L.P. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 H Cn W a 0 0 LU Cl)O a O a IIPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: MGSM Date: 10 11 2013 Scale: 1"=100' Revisions: 12139R PPS 0 00 M V LoU) C* a z0 w Lo 0 - Z F- F - >~ U CD I- M Ac- CQ (D��0 v Q QMw� a N c W}� N drQ � °C>5 Lu Ocr rh V U L N � 11UjOo6 16-4 W N O Z Hw L w �z U CD CN CO� CN coz f cNo C7 �/ I LL X o Lu d � C m m � - � o T)� a O 3• �U) �o H Cn W a 0 0 LU Cl)O a O a IIPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: MGSM Date: 10 11 2013 Scale: 1"=100' Revisions: 12139R PPS 0 00 LoU) C* a z0 w - Z F- F - 0 LLJ QY Ac- CQ (D��0 a Q QMw� F N c W}� Z drQ � °C>5 Lu Ocr LU cr UL) C0 11UjOo6 Oz 0® O Z Hw L w H Cn W a 0 0 LU Cl)O a O a IIPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 Drawn BY: MGSM Date: 10 11 2013 Scale: 1"=100' Revisions: 12139R PPS DWS / (0 BANDdNED PARKING GARAGE / R' �of�o� -W 1 �i 15.0' SOUTHWESTERN BELL TELEPHONE EASEMENT S 63'07'25" E 404.34' R=2709.79' =8' 19' 09" L=393.46' LC=S 58@57'40" E 393.11' 54048'10" E S 64052'25" E 56.55' Detention Routing L E G E N D Ac. REQUIRED TOTAL DETENTION: Detention Routing Acre -ft C.R.F. Capped Rebar Found Q Overhead Power Lines Preliminary Detention Computations, Entrada - DA -A Capped Rebar Set a-) rh V C. M. Preliminary Detention Computations, Entrada - DA -13 z Down Guy Wire Mon. Monument Undeveloped Existing Contours Developed Bypass 00 � C'4 00 c® O W z Undeveloped Fire Hydrant Developed Bypass WM- ® Water Meter Area A(ac)= 54.470 Concrete Pavement 54.170 0.000 ° Area A(ac)= 31.450 Water Line 31.750 0.000 ICV- o Irrigation Control Valve Runoff Coefficient c= 0.350 �3 0.800 0.500 ## Wood Fence Runoff Coefficient c= 0.350 Sanitary Sewer Cleanout 0.800 0.500 UP- 0 Utility Pole Time of Concentration Tc(min)= 15.0 10.0 10.0 Wire Fence Time of Concentration Tc(min)= 15.0 Top of Curb 10.0 10.0 TP Top of Pavement Masonry Wall TW Top of Wall Required Existing Tree FG Finished Grade Required Utility Easement STORM I Qundev I Qin Drainage Easement Qout REQUIRED STORM I Qundev I Qin Centerline of Creek, Qout REQUIRED YEAR WHIR CFS IN/HR CFS Deed Records CFS AC FT YEAR IN/HR CFS IN/HR CFS Waterway Embankment CFS AC -FT 2 3.90 74.4 4.71 204.1 74.4 2.6614 2 3.90 42.9 4.71 119.6 42.9 1.5778 5 4.86 92.7 5.74 248.7 92.7 3.6143 5 4.86 53.5 5.74 145.8 53.5 2.1463 10 5.53 105.4 6.51 282.1 105.4 4.1772 10 5.53 60.9 6.51 165.4 60.9 2.4801 25 6.46 123.2 7.55 327.2 123.2 5.0471 25 6.46 71.1 7.55 191.8 71.1 2.9952 50 7.20 137.3 8.40 364.0 137.3 5.7290 50 7.20 79.3 8.40 213.4 79.3 3.4074 100 7.98 152.1 9.24 400.4 152.1 6.5471 100 7.98 87.8 9.24 234.7 87.8 3.8923 100 0 100 200 300 Feet SCALE: 1 "=100' TBM - Found 'Y' on TBM - Found 'Y' on DETENTION SUMMARY: PROPOSED L E G E N D Ac. REQUIRED TOTAL DETENTION: ±10.5 Acre -ft C.R.F. Capped Rebar Found Q Overhead Power Lines C.R.S. Capped Rebar Set a-) rh V C. M. Control Monument z Down Guy Wire Mon. Monument -443- Existing Contours BM $ Benchmark 00 � C'4 00 c® O W z FH- �6- Fire Hydrant 445 Proposed Contours WM- ® Water Meter ° a Concrete Pavement WV- M Water Valve ° W/L Water Line Asphalt Pavement ICV- o Irrigation Control Valve O �3 SSMH- O Sanitary Sewer Manhole ## Wood Fence CO- o Sanitary Sewer Cleanout Chain Link Fence UP- 0 Utility Pole D LP- 3:� Light Pole Wire Fence TC Top of Curb TP Top of Pavement Masonry Wall TW Top of Wall Existing Tree FG Finished Grade U.E. Utility Easement (FL) Flowline D.E. Drainage Easement B.L. Building Line ----- Centerline of Creek, R.O.W. Right -of -Way Swale, or Waterway D.R. Deed Records T Creek, Swale, or P.R. Plat Records Waterway Embankment DETENTION SUMMARY: PROPOSED SURFACE AREA OF LAKE: ±7.0 Ac. REQUIRED TOTAL DETENTION: ±10.5 Acre -ft OUTLET STRUCTURES FOR DRAINAGE AREAS A & B TO BE SIZED ACCORDINGLY PROPOSED DEPTH OF DETENTION: ±1.5 ft OWNER/DEVELOPER MAGUIRE PARTNERS - SOLANA LAND, L.P. 1221 N. I -35E, SUITE 200 CARROLLTON, TEXAS Ph. (469) 892-7200 Fax (469) 892-7202 0 Q W Q 0 0 W O a O o� a IPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM 1 Kevisions: 1 12139R a Q 0 F - z W M V V- (b < CD 0 U ( � MN � QUYF- Q CC Cl)a) �P-F-0 a-) rh V jJy U N z _I E N C0 Z) 3: F- V Oz�� 00 � C'4 00 c® O W z aQ� r � °' ��{o g � " Z o C7 �/ X L0 ii X Lu 0 0_ m - � � W O �3 U) � N D N r 0 Q W Q 0 0 W O a O o� a IPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM 1 Kevisions: 1 12139R a Q 0 F - z W V- (b < O� X z0 H Fz QUYF- Q CC Cl)a) �P-F-0 a-) QCOw� Q _ z N c> W LL< z L0 Z)Erz< LU C0 Z) 3: F- Oz�� c® O W z � w 0 Q W Q 0 0 W O a O o� a IPHEUMINARV PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. G&A CONSULTANTS, F-1798 ROBERT JOHN DOLLAK, JR., P.E. #86898 DATE 10/11/2013 MGSM 1 Kevisions: 1 12139R a Q 0 F - z W