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Ord 762 Approving a Site Plan Entrada Planned Development PD 1-2 CVS PharmacyTOWN OF WESTLAKE ORDINANCE NO. 762 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DISTRICT (PD) SITE PLAN FOR THE "PLANNING AREA 2" PORTION OF PLANNED DEVELOPMENT DISTRICT #1 (PD1 - 2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, AND AS MORE PARTICULARLY DESCRIBED AS LOT 3, BLOCK N IN THE ENTRADA FINAL PLAT. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9 acre tract of land known as PD1 -2 zoning district 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 (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of the Planning Area PD1 -2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of the Planning Area 1-2 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 PD1 -2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 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 subsequently adopted Ordinance 703 establishing zoning regulations for PD1 -2 now known as Entrada; and Ordinance 762 Page 1 of 8 WHEREAS, following provision of proper legal notice, a public hearing was held on December 1, 2015 by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of a PD Site Plan for a CVS Pharmacy (CVS Site Plan) in PD1 -2 as described in attached Exhibit B subject to certain specific conditions; 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 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; 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 this CVS Site Plan (Exhibit B) should be approved and adopted; 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 this ordinance approving this Final Plat be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION l: That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve a PD Site Plan shown as attached Exhibit B for a CVS Pharmacy located in PD1- 2 which is an approximate 85 acre tract located on the south side of Hwy 114, east side of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. This CVS Pharmacy PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PDI -2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). b) All Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD site plan for CVS Pharmacy on Lot 3, Block N. c) The site plan building elevations for CVS, shown on attached Exhibit B, include the requirement that this structure meet all aspects of the Entrada design guidelines as recommended by the Commission and adopted on 12-14-15 by the Town Council. Ordinance 762 Page 2 of 8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Planning & Zoning Commission. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. f) The understanding that this approval applies only to the CVS building, and that the other smaller buildings shown on the PD Site Plan for this Block N will require their own PD site plan and building elevations to be approved at the time they are proposed for construction. g) Solid waste collection area will reflect a "shepherd's hut" type architecture and will be approved by Staff at the time of building permit application. h) Wall signs will be red plastic letters, internally lit with dimmable lights that will be set at a brightness level that will be field approved by the Town Manager or his designee. SECTION 3: 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 legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or 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 legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: 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 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. Ordinance 762 Page 3 of 8 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 14th DAY OF DECEMBER 2015. ATTEST: Kell Edw4r s, Town Secretary a' • , Laura Wheat, Mayor Thomas E. Br er own Manager A$PPRS TO p�� OF WFS r ow Attorney TEXAS Ordinance 762 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1 -2 District EXHIBIT B PD Site Plan for Lot 3, Block N, Entrada (CVS Pharmacy) Ordinance 762 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Legal Description of PDI -2 District 85.9 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 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a 1/2 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 1/2 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 Ordinance 762 Page 6 of 8 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 a11/2 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 a11/2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a %2 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 1/2 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; Ordinance 762 Page 7 of 8 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. 1; 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 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 1; 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 762 Page 8 of 8 53 ti LI J 0 M (.; .5 51 I L FLAN OT 31 OCK N CVS ® Al ARCHITECTURAL RENDERINGS A2 ARCHITECTURAL ELEVATIONS A3 ARCHITECTURAL DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS NOVEMBER 2015 C4 FINAL PLAT (1/5) C5 FINAL PLAT (2/5) C6 FINAL PLAT (3/5) C7 FINAL PLAT (4/5) C8 FINAL PLAT (5/5) CENTURION _ICAN C9 GENERAL NOTES g TROPHY CLUB o o C10 PAVING PLAN DEVELOPER:J ��moo ���� C11 PROPOSED DRAINAGE AREA MAP N�� Medlin ME os` k•G��n BOB JAMES C12 GRADING PLAN CENTURION AMERICAN 5�� Cemetery Golf i Y DUCTBANK SC SEWER PLAN L111�R� �� Course a o C13 WATER STORM 1800 VALLEY VIEW LANE, SUITE 300 SV�S��OpHYG� ti FAIIjy SEMINOLE =T ' FARMERS BRANCH, TEXAS 75234 `PF°� TI�AGF FRES LU o N Z C14 EROSION CONTROL PLAN F �v QOM MEAD ww z Q Z 114 G s G� N c=am IN�RNESS rl x I ti W C15 LIGHTING &PHOTOMETRIC PLAN I Q C16 FIXTURE DETAILS WESTLAKE n INVERNE \ O o cj� MOORELAND > Enq tnHnnq . 0•vlopmnt • Conctrucdon �,\ KING y _ ar SITE 114 o NI DEVELOPER: 0J° a SOLANA 0 0 The Mooreland Funds .L ns Mooreland Development DOVE ROAD 4516 Lover's Lane #350 0, Dallas, TX 75225\t�°°a Q Brown & Gay Engineers, Inc. TEL: 214.287.9009 N CONTACT: MIKE BEATY 500 W. 7th Street, Suite 1800 VICINITY MAP Fort Worth, TX 75102 of (NOT TO SCALE) Tel: 817-887-6130 • www.browngay.com N o'S. WES-'ii .. �y < � +f. �, r .� yhA Fif. te98 � � � �r � � fes+ ia - fj S JL�l1-afL"� or '� H ..h r.t i i�•Ti T WIRWAIN asi PF ':. �t �� �����4�P a�t��R��_ _ I�R"�/�i�'P�'�lf.r�.; h„+"�,,,d: �'��tL., e�� •. .arm—,ate '� � � � �' 4't a�- `�• �9i ij�"1P1 _ — � i �CIMkr%I�°�F v 0 U UM Zp U �CY LU w ZW F— U) ZI W Z W � Z U 0 �o O� m C3 46 ITE 3r.4 H TROPHY CLUB o REV NO. DATE DESCRIPTION o cREG'�0��0� 0BOB JAMES Medlin MEgID V% Cemetery ASN\ Cemetery Golf �"� Course r Y J `��N TROPHY ti �FFF9 DATE: FAlf�q SEMINOLE 7- Il o0 cI i �P O C w TQ° A F FRESHMEADOII 20 0 o Q 114 °° °ti u s W w a J`�G �� z X � W � INVERNESS Q __j WESTLAKEn INVERNE 1--- N D o cn KING a ITE 114 0 D a SOLANA 0 nor DOVE ROAD n3� ~ 9 o �ooa x N \� ,74 VICINITY MAP (NOT TO SCALE) � o ANDORRA P \ STA114 rF � \ -y- 7O \ DRILL ZONE O� z \ GONq O D \\ qrF N Qy \ ,.,1//1,., �,,. \� � \ � \� � Horizontal Scale: N.T.S. C ` F- 0 O� n � 7- F �9 G E 0or_ _ \ GRANADA O LEGEND BLOCK NAME Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Development • Construct, LLI � Q X Q U LULU Q > U U Z Q Z) O Z W 0� I— Z QQ ZCY) U W '17� OC� w J ZQ w—J Z Ce) U) O 0 w w 0� 0 F— Z) I-- � O O Z i J U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. KEY MAP C2 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. KEY MAP C2 0 E n r) N I 0 N 0 N O Z 0 U UM Z U W w zH c� U) Z UJ QQ �;_ Z � o� m6 i D. 1S_BLVD01 - TF (VARIABLE WIDTH R.O.W.) ���Medlin �Foc Fes. R�SN� Cemetery W _ w �Foc� oc Sv TROPNY FOC�FOC- \N pC � -FOC�FOG. -,;Op -AJC-FOC--FOC--FOC--FO -FOCI OC -FOC FOC -FOC G � 114 F0C-FOC-FOC- FOC-FOC-FOCFOC-FOC--FOC OCA -FOC FOC�FOC� C FOC C CFOCFOC-FOC-FOC-FOC-FOC�FOC�FO( _ _ _ _ G- OPHY CLUB Gol f Course r BOB JAMES w � o O O Q Ll GAG W- �oz I Q Brown & Gay Engineers, Inc. G - GAG V - W _ WESTLAKE ,LAVER E's 2595 Dallas Parkway, Suite 204 I G_ G G G G G G G C - �- -� W �I' - - -- - 3 0 Frisco, TX 75034 - - 1cn Tel: 972-464-4800 • www.browngay.com N W W C11 - W VARIABLE WIDTH LANDSCAPE BUFFER K�c TBPE Registration No. F-1046 S T - - - W _ Contact: WIII Janney No IS e - - - - - L12 Tel: 972-464-4835 i Cl� o 1 1 4SITE Copyright 2015 e� Jill a SOLANA �2i I LS L11 G1 15 � C13 I_ 0 9 e I I L S (TYP) DOVE ROAD n3� SSMH 0 I GGESS • SSMH15' SANITARY ,ppa N III I CJ O P 5`N ESMT itµ I I LOT 1, VIAMERICAN VICINITY MAP C I - 24' FIRE \ / BLOCK N (NOT TO SCALE) DEVELOPER WHEEL STOP \ I LIGHT POLE LANE (TYP) 13 / 0 20 UNDERGROUND CENTURION AMERICAN M CO I I 0 0 1800 Valley View Lane, Suite 300 I D ---- PARKING SPACES Farmers Branch TX 75234 SIDEWALK C Contact: Michael Beaty 10 X 10 Tel: 214-287-9009 I o o O Rap / COI R15' WATER ESMT W ° , � �LIGHT POLE LS F Cf `N 4' SIDEWALK Horizontal Scale: 1" 20' Engineering MOORELAND Construct, OFFI z II I FH HC RAMP' F�C�o� INLET g, 2OO S� 0' 20' 40 I I I LS 46.7' 1 "o �j C� CONDOS J c� Im 5' S EWALK �� `�� �, � 1 0,400 S� --- OVERALL LEGEND W Q Q z o 0 ,� � 0 _ 0 x 0 I SCREENED \ -� FFE LOWER LEVEL_661.55 w I ( FH co LS DUMPSTER FFE UPPER LEVEL -671.55 ♦- PROPOSED FIRE HYDRANT Q Q ~ I PER DESIGN R10' �\� \ I > > I LIGHT GUI E-1VE Q_ Z POLE SCREENED O SSMH PROPOSED SANITARY U LOT PROP. TRENCH DRAIN / D � TRASH COMPACTOR �v� s, � MANHOLE I c> 1 6 II I I rI,1J PER DESIGN GUIDELINES • z Z OLOO N PROPOSED STORM INLET CD .2 Uj wv ° R10 (D --o PROPOSED STREET LIGHT z UCvS Z I �O� , ®� EXISTING TRANSFORMER Q I �I ! 12,000 SR Q I I v WBLOCK N 15' SANITARY eI LS PROPOSED LANDSCAPE Z = .ESMT cY) 0 II eIlI 'i < L� E/ U O DRAINAG R4_� CV - 2, 4U 0 2 F 0 W I ESMT G EXISTING GAS METER W W Y FFE-664.00 � SSMH ❑ � W � m �, J DRIVE R18.7' I R30' ❑E EXISTING ELECTRIC MANHOLE ���^1 m THROUGH Z v! ' j I z 0 WINDOW SCREENED \ EXISTING SIGN LU 1 I 0c c ° DUMPSTER _�, 0 31 r� � PER DESIGN / / -� I � ° o ° GUIDELINES 2 / EXISTING FIRE HYDRANT Z 0 m 4.5 SIDEWALK'S ��� / F. ( O ILL / R10 R29.3 �g ® NOTES: Z \ _I Z � R15.7'� / 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Iii U / O R10' EXISTING FOR THIS PLAN SET U Q ;;0m R413' I I C f 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ~ I . i / OTHERWISE NOTED m CID PAVERS ON 5.5' CONCRETE N m / RETAINING R10' THESE PLANS ARE ISSUED FOR 0 ' WALL THE PURPOSE OF PRELIMINARY "❑" Cut in median nose located - 700 feet southeast of intersection of Davis REVIEW AND ARE NOT INTENDED R10' G R / Blvd. and Dove Road. Elev. 668.96 FOR CONSTRUCTION. I I A ' WHEN ISSUED IN LIGHTI �� FINAL FORM THEY WILL BE I m��� TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. POLE SEALED, SIGNED AND DATED. Elev. 679.58 I O I y RETAINING OT 4I O RESPONSIBLE ENGINEER: I �� WALL TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. BROWN & GAY ENGINEERS, INC. _ BLOCK N Elev. 683.26 TEXAS REGISTERED ENGINEERING II / LIIIE/ O Z / FIRM F-1046 v 3, 1 0 0 S F „ TEXAS REGISTRATION NO. LLIAM R. JANNEY, P108663 d / TBM4 - ❑ Cut in median nose located -600 feet east of intersection of Davis Blvd. mC__\�> FFE-666.6 / / and Dove Road. Elev. 648.47 NOVEMBER 23, 2015 !!CAUTION !! I / SURVEYOR ENGINEER �I RETAINING 5> / DEVELOPER OWNER / Contractor to Verify exact location / I WALL O & Depth of Exist Facilities Prior to - - EDSMTBANK CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. any Construction Activities I 500 West 7th St., Suite 1800, Fort Worth, TX 76102 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. CAUTION Tel: 817-887-6130 • www.browngay.com ! ! ! Framers Branch, Texas 75234 CONTACT: 1-800-DIG-TESS R40' i' WESTLAKE ENTRADA 9 Village Circle, Suite 500 TBPE Registration No. F-1046 48 HOURS PRIOR TO CONSTRUCTION O Contact: Michael Beat Copyright 2015 , I / BLOCK NVOI. ________ Py RoanokeTexas 76262 g. _______ Telephone: (214)-287-9009 OFFICE R30' / P.R.T.C.T. i � 2 300 SF / x r FFE-666.75 C)� / f�7 / cYi' of REQUIRED PARKING BLDG Use SF Parking Required CVS Retail 12900 65 OFFICE Office 2300 8 LIVE/WORK 1 Residential 1200 2 Hotel Office 1900 7 LIVE/WORK 2 Residential 1200 2 Total Required Parks Office 1260 5 OFFICE & CONDOS Office 8200 28 48 Residential 16400 22 0 Total 139 / ` J Required Parking: 119 LINE TABLE Radius Line # Chord Bearing Direction SHARED PARKING L1 N71° 27' 20.00"W Time of Day Office Retail Restaurant Theater Hotel Residential Office Total Retail Total Restaurant Total Theater Total Hotel Total Residential Total Total Required Parks 6:00 a.m.-12 noon 1.00 0.97 0.50 0.30 1.00 0.30 48 65 0 0 0 26 119 12 noon -1:00 p.m. 0.90 1.00 0.70 0.70 0.30 0.35 48 65 0 0 0 26 118 1:00 p.m. -4:00 p.m. 0.97 0.97 0.60 0.70 0.45 0.30 48 65 0 0 0 26 118 4:00 p.m. -6:00 p.m 0.47 0.82 0.90 0.80 0.70 0.60 48 65 0 0 0 26 92 6:00 p. m. - 8:00 p. m 0.07 0.89 1.00 1.00 1.00 0.80 48 65 0 0 0 26 83 8:00 p.m. -12:00 midnight 0.03 0.61 1.00 1.00 1.00 1.00 48 65 0 0 0 26 68 / ` J Required Parking: 119 CURVE TABLE LINE TABLE Radius Line # Chord Bearing Direction Length L1 N71° 27' 20.00"W 108.81 L2 NO' 00' 00.00"E 76.68 L3 N15* 00' 00.00"E 129.71 L4 N10' 00' 00.00"W 66.31 L5 N10* 00' 00.00"E 39.52 L6 NO* 00' 00.00"W 105.64 L7 N45° 00' 00.00"E 19.16 L8 SO* 00' 00.00"E 31.24 L9 N90° 00' 00.00"E 15.45 L10 S61° 58' 25.26"E 97.06 L11 S28° 01' 34.74"W 41.86 L12 S18° 14' 24.63"W 15.53 CURVE TABLE Curve # Length Radius Delta Chord Bearing Chord Length C1 37.41 30.00 71.46 N35° 43' 40"W 35.04 C2 7.85 30.00 15.00 N7° 30' 00"E 7.83 C3 23.56 54.00 25.00 N2° 30' 00"E 23.38 C4 10.47 30.00 20.00 NO* 00' 00"W 10.42 C5 9.42 54.00 10.00 N5° 00' 00"E 9.41 C6 42.41 54.00 45.00 N22° 30' 00"W 41.33 C7 115.85 743.00 8.93 S46° 44' 28"E 115.74 C8 35.55 72.67 28.03 S75° 59' 13"E 35.19 C9 114.15 72.67 90.00 S1 6* 58' 25"E 102.77 C10 20.29 49.33 23.56 S1 6' 14' 44"W 20.14 C11 106.44 150.67 40.48 S24° 42' 09"W 104.24 C12 45.00 190.67 13.52 S51* 42' 07"W 44.90 C13 129.65 1466.56 5.07 S21 ° 01' 29"W 129.61 Sheet No. SITE PLAN C3 Parking Provided: 120 REVISIONS REV NO.1 DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. SITE PLAN C3 Parking Provided: 120 v.� 7. 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S s3• yet �,A w, md Qj 44 , Y , ,,t} pry !! , ' r . °�„�,. '^ :..yA,',. _ � � {_ �.. .,: G -Y-:,: ra,' f . � .. :._ : -.-..:.-.. :: : rte. y � -a =- `+-_,c;c• � _. t r.. , _ y r 1 _ _ :. �►i �, ; � � � �': - . � �, ;' � 4 ltl In • :� ' 1� -, ,r,� � 4 , �r rv. I i" I - i _ -- - - _ � - �•3 '"- � ;� - - ,rte - _ ���-. - - _ ter.•—. A Vr i 1 8,200 GSF iN©OMINIU kk 16.400 P — I ti PRIMROSE SCHOOL 12.000 GSF 0 �k i FRONT ELEVATION (SOLONA BLVD SCALE: 1/8" = 1'-0" 00 0 M STUCCO PLASTER ON LOAD L STONE ON CMU SCREEN WALL CVS DRIVE—THRU METAL ROOF CANOPY, WITH BEARING CMU EXTERIOR ELEC. PANEL ON SERVICE WINDOW WALL MOUNTED SUPPORT ARMS BUILDING WALL REAR ELEVATION SCALE: 1/8" = 1'-0" _' PLASTER COLUMNS LEFT SIDE ELEVATION (DAVIS BLVD SCALE: 1/8's = 1'-0" s � RIGHT SIDE ELEVATION (ARTA SCALE: 1/8" = 1'-0" pharmacyo STANDARD 12900 -LEFT CHAMFER DRIVE-THRU STORE NUMBER: DAVIS BLVD. & SOLONA BLVD. WESTLAKE, TEXAS PROJECT TYPE: NEW STORE DEAL TYPE: FFS � cs PROJECT NUMBER. 79299 � ARCHITECT OF RECORD GENESIS DESIGN GROUP, INC. 421 W HARWOOD ROAD SUITE 100 0 HURST, TEXAS 76054 TEL (817) 285-7444 FAX (817) 285-7318 STRUCTURAL ENGINEER: HUNT & JOINER, INC. 1825 MARKET CENTER BLVD. STE 620 DALLAS, TEXAS 78735 TEL (214) 760-7000 FAX (214) 760-7050 MEP ENGINEER: DON PENN 635 WESTPORT PARKWAY, STE 300 GRAPEVINE, TX. 76051 TEL (817) 410-2858 FAX (817) 251-8411 DEVELOPER: ORANGE DEVELOPMENT, INC. 1200 CORPORATE DRIVE SUITE G-50 BIRMINGHAM, AL 35242 TEL (205) 408-3443 41D REVISIONS: 9 NOVEMBER 2015: CITY ARCH. REVIEW DRAWING BY: JDH DATE: 26 OCTOBER 2015 JOB NUMBER: ----- TI TLE: EXTERIOR ELEVATIONS SHEET NUMBER: A 4.1 COMMENTS: ISSUED FOR BID / PERMIT NOTE: ALL BOLLARDS ARE 6" DIAMETER, UNLESS NnTFn nTHFRWISF 2 METAL CATES WITH 2" SQUARE TUBE FRAME. PROVIDE HINGES AND LATCH Wb - EYE FOR PADLOCK. PROVIDE TONGUE & GROOVE CEDAR FACING WITH 2 X 8 CEDAR BORDER. PROVIDE DECORATIVE HARDWARE AND STRAPPING TO MATCH BUILDING FAUX DOORS. PARTIAL FLOOR] PLAN - COMPACTOR A-6.2 SCALE: 3/16" = 1'-0" 12'-0" GATE LOCK W/ FLAT MOUNT & CAST STONE CAPFACE OF 6 ADA STYLE LEVER GATE POST (TYP)-\ BLDG IIIIIIIIIIIIIIIIIIIII1111:��� ZROVIDE 3/4" DIA 4" STONE VENEER DEEP SLEEVES IN CONC PAVEMENT FOR CANE BOLTS —PIVOTING CANE BOLT FABRICATED FROM 1/2" DIA STL ROD GATE ELEVATION � SCALE: 1/4" = 1'-0" NOTE: 1) RE: 4/A-6.2 FOR GATE POST FOOTING AND ANCHORS. AVING RE: 1/A-6.2 FOR LEVATIONS /2" PREMOLDED JOINT FILLER IITH SEALANT OOLED EDGES ONCRETE APRON W/ REINF — E: STRUCT LOPE AS INDICATED BY PLANS d CAnr nr CAST STONE CAP COMPACTOR ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" CONCRETE APRON GRAVEL BASE 3/8" WD x1 1/4" DEEP SAWCUT RE: STRUCT CONTROL JOINT Q a COMPACTED GRAVEL BASE COURSE, RE: STRUCT DN DETAIL ELE GATE POST 1/2" THICK STL PLATE —SLOTTED STL BOLTS & WASHERS HINGE COLLAR W/ GREASE FITTING COLLAR WELDED ALL AROUND POST 7 GATE HINGE DETAIL A-6.2 SCALE: 1" = 1'-0" CONTROL JOINT DETAIL SCALE: 1" = 1'-0" IPDIlI F— c� W a = o Q o Q m I r— GATE POST II II VI c II '11 JJ all 1/2" THICK STL I PLATE —SLOTTED ; STL BOLTS & Z WASHERS STL I BOLTS (4'-0" LIFTS MAX.) HINGE COLLAR W/ GREASE FITTING SECTION 4" COLLAR WELDED ALL l I+ q' r; AROUND POST I NOTE: I1' II I d SECTIONS & DETAILS ALSO APPLY TO "fI II DUMPSTER ENCLOSURE, RE: SITE PLAN 1LJ FOR DUMPSTER LOCATION AI II 7 GATE HINGE DETAIL A-6.2 SCALE: 1" = 1'-0" CONTROL JOINT DETAIL SCALE: 1" = 1'-0" IPDIlI F— c� W a = o Q o Q m I r— 6" DIA CONC FILLED STEEL GUARD POST W/ BOLLARD COVER RE: SITE & STREET FURNISHINGS SPEC 4" DIA CONC FILLED STEEL GUARD POST W/ BOLLARD COVER RE: SITE & STREET FURNISHINGS SPEC SLOPE TO GRADE SEALANT GRADE LEVEL 16" DIA CONC AT 4" POST 24" DIA CONC AT 6" POST 10" LONG #6 REBARS (4 EACH POST) ('4 BOLLARD DETAIL A- 6.2 SCALE: 1/2" = 1'-0" ENCLOSURE WILL BE MODIFIED AS REQUIRED TO COMPLY WITH ENCLOSURE SECTION IN THE APPROVED DESIGN GUIDELINES DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" ULLAM Jrmur_ PARTIAL FLOOR PLAN - DUMPSTER SCALE. 3/16" = V-0" 4" CAST STONE ENDWALL CAP TO MATCH/ BUILDING CENTER CAST STONE CAPSTONE ON FINISHED N WALL & SET IN MORTAR SETTING BED. FILL JOINTS WITH SEALANT 8" BOND BEAM STONE VENEER RE: STRUCT I FACING SIMILAR STONE VENEER ADJUST VENEER - ANCHORS @ 24" SIN N OC HORIZ & 16" " II II VI c II '11 JJ all I --PAINT TO OC VERT ' , ; 4 II .II Z 1.6 I is I Co (4'-0" LIFTS MAX.) n'll� bJ II Co l I+ q' r; d 11 I . I I1' II I d "fI II 1LJ AI II . I.I dI LL_L 6" DIA CONC FILLED STEEL GUARD POST W/ BOLLARD COVER RE: SITE & STREET FURNISHINGS SPEC 4" DIA CONC FILLED STEEL GUARD POST W/ BOLLARD COVER RE: SITE & STREET FURNISHINGS SPEC SLOPE TO GRADE SEALANT GRADE LEVEL 16" DIA CONC AT 4" POST 24" DIA CONC AT 6" POST 10" LONG #6 REBARS (4 EACH POST) ('4 BOLLARD DETAIL A- 6.2 SCALE: 1/2" = 1'-0" ENCLOSURE WILL BE MODIFIED AS REQUIRED TO COMPLY WITH ENCLOSURE SECTION IN THE APPROVED DESIGN GUIDELINES DUMPSTER ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0" ULLAM Jrmur_ PARTIAL FLOOR PLAN - DUMPSTER SCALE. 3/16" = V-0" 4" CAST STONE ENDWALL CAP TO MATCH/ BUILDING CENTER CAST STONE CAPSTONE ON FINISHED N WALL & SET IN MORTAR SETTING BED. FILL JOINTS WITH SEALANT 8" BOND BEAM STONE VENEER RE: STRUCT I FACING SIMILAR STONE VENEER ADJUST VENEER - ANCHORS @ 24" SIN N OC HORIZ & 16" " I --PAINT TO OC VERT ' , ; _" I MATCH BRICK #5 @ 24" O.C. — CORES GROUTED SOLID AT VERT.00 REINF. & BELOW GRADE ; I Co (4'-0" LIFTS MAX.) "BLOK—FLASH" BASE FLASHING SYSTEM-----' l I+ q' r; PRE—MOLDED JOINT FILLER & SEALANT CONCRETE FOUNDATION — RE: STRUCTURAL <a ihod DRAWINGS i° a �F'' •Y4 -. .a, '.. RE: 9/S-3.1, •il (5/S3.1 @ 8' :.,..°.: .4.,A: a +..a. PORTION OF WALL EXTENSION INDICATED AS SIM.) la ENCLOSURE DETAIL SCALE: 1/2" = 1'-0" pharmacy"' STANDARD 12900 -LEFT CHAMFER DRIVE-THRU STORE NUMBER: 10881 NEC DAVIS BLVD. & SOLANA BLVD. WESTLAKE, TEXAS 76262 PROJECT TYPE: NEW STORE DEAL TYPE; FEE FOR SERVICE CS PROJECT NUMBER: 79299 ARCHITECT OF RECORD GENESIS DESIGN GROUP, INC. 421 W HARWOOD ROAD SUITE 100 HURST, TEXAS 76054 TEL (817) 285-7444 FAX (817) 285-7318 STRUCTURAL ENGINEER: HUNT &JOINER, INC. 1825 MARKET CENTER BLVD STE 620 DALLAS, TEXAS 75207 TEL (214) 760-7000 FAX (214) 760-7050 L9 MEP ENGINEER: DON PENN 635 WESTPORT PARKWAY, STE 300 GRAPEVINE, TX. 76051 TEL (817) 410-2858 FAX (817) 251-8411 dp DEVELOPER: ORANGE DEVELOPMENT, INC. 1200 CORPORATE DRIVE SUITE G-50 BIRMINGHAM, AL 35242 TEL (205) 408-3443 41D SEAL 11/13/2015 REVISIONS: DRAWING BY: DW DATE: 13 NOVEMBER 2015 JOB NUMBER: 15-066 TI TLE: ENLARGED PLANS & DETAILS SHEET NUMBER: A-6,2 COMMENTS: ISSUED FOR BID/PERMIT I V 0 �S/V/ N�� OS 0 91 1 nt<ZHERD WALI P. 3.5' to TALL Ir 0 0 O \O 0 O 0 PLANT LIST COMMON NAME BOTANICAL NAME SIZE 0 existing tree see tree survey for species & size Oklahoma redbud O O W desert willow Chilopsis linearis 6'—S' hgt. Jm I Z� c:, �� _ O �J� ¢� 6'-8' hgt. 0 yaupon holly Ilex vomitoria Co- a- B Juniperus virginiana 10'-12' hgt. >>` wax myrtle / �}--� Myrica cerifero 6'—S' hgt. � Oleo europaea 'Mission' 6'—S' hgt. J Pinus taeda 10'-12' hgt. ( chinquapin oak Quercus muehlenbergii 3" caliper live oak Quercus virginiana 3" caliper live oak 8 6"-8" caliper; "O U speciman tree 0 lacebark elm Ulmus parvifolia sempervivens I V 0 �S/V/ N�� OS 0 91 1 nt<ZHERD WALI P. 3.5' to TALL Ir 0 0 O \O 0 O 0 PLANT LIST COMMON NAME BOTANICAL NAME SIZE 0 existing tree see tree survey for species & size Oklahoma redbud Cercis conodensis 'Oklahoma' 6'—S' hgt. desert willow Chilopsis linearis 6'—S' hgt. ('} Italian cypress Cupressus sempervirens 8'-10' hgt. Opossumhaw holly Ilex decidua 6'-8' hgt. 0 yaupon holly Ilex vomitoria 6'—S' hgt.;3 stems '� eastern red cedar Juniperus virginiana 10'-12' hgt. >>` wax myrtle / �}--� Myrica cerifero 6'—S' hgt. ,.� ( Mission olive Oleo europaea 'Mission' 6'—S' hgt. loblolly pine Pinus taeda 10'-12' hgt. ( chinquapin oak Quercus muehlenbergii 3" caliper live oak Quercus virginiana 3" caliper live oak Quercus virginiana 6"-8" caliper; "O U speciman tree 0 lacebark elm Ulmus parvifolia sempervivens 3" caliper vitex Vitex Angus—castus 6'-8' hgt. pink muhly grass Muhlenbergia copillaris 3 gal. lindheimer muhly grass Muhlenbergio lindheimeri 3 gal. 0 salvia Salvia greggi 1 gal. ��DMexican feather grass Stipa tenuissama 1 gal. 0 red yucca Hesperaloe parviflora 3 gal. 0 trailing rosemary Rosemorinus officinalis 'Prostratus' 1 gal. 0 ceramic pot size varies Thunder Turf Available through Native American Sed buffalograss 82%; blue Company: 17%; grama grass curly mesquite 1% ��Dvineyard muscadine grape vineyard 5 gal. public art/public art & gathering area seating, plantings, & shade structures will be provided NIC �Po as each area is developed & approved public bench — typ. NIC GENERAL NOTES ALL PLANTINGS SHOWN IN PAVED AREAS WILL HAVE PAVEMENT REMOVED AS NEEDED. MINIMUM SIZE FOR ANY PAVEMENT CUT OUTS WILL BE 4' BY 4'. ALL LAWN AREAS TO BE BERMUDAGRASS SOD. NORTH Date: 11-18-15 Scale: 1" = 30'-0" Project No.: Drawn by: SO Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. aim Q 0 � U) X Z = 1"oo—oottit, LU W � (D co o Wcn '>3: M> D Sheet No. CVS PD LANDSCAPE PLAN to U Z W E O M W C^ ' ii co �..L � N "O U � 1 A l000—too- Date: 11-18-15 Scale: 1" = 30'-0" Project No.: Drawn by: SO Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. aim Q 0 � U) X Z = 1"oo—oottit, LU W � (D co o Wcn '>3: M> D Sheet No. CVS PD LANDSCAPE PLAN to FINISHED GRADE - NIVEL FINAL DESPUES DE RASTRILLAR ("REQUEAR') ROOT BALL - PLANT 2" HIGHER THAN FINISHED GRADE; REMOVE BURLAP AND WIRE 1/3 THE DEPTH OF THE ROOT BALL BOLA DE LA RAIZ - DEBE QUEDAR 2" MAS ALTA QUES EL NIVEL FINAL, REMUEVA LA LONA 1/3 B&B OR CONTAINER TRANSPLANTED TREE/ TREE PLANTING DETAIL NO SCALE/ NO ESCALA 3" HARDWOOD MULCH 3" PAJA O PAJOTE BACKFILL PER NOTES RELLENAR SEGUN INDICACIONES EXISTING SUBGRADE SUBSUELO EXISTENTS O 11 NATURAL 2 X DIAMETER OF ROOTBALL 2 VECES EL DIAMETRO DE LA BOLA DE RAIZ BOLA DE RAIZ CON ARPILLERA O LONA O EN SU CONTENEDOR REINFORCED RUBBER REINFORCED RUBBER HOSE AT TRUNK HOSE AT TRUNK MANGUERA DE PLASTICO MANGUERA DE PLASTICO EN EL TRONCO EN EL TRONCO 14 GA. WIRE TWISTED; ` 14 GA. WIRE TWISTED; OR CINCH TIE OR CINCH TIE ALAMBRE CALIBRE 14 ¢� RETORCIDO ` ALAMBALAMB E C RE CALIBRE 14 EQUIVALENTE O IGUAL DO O SINCHO ESTIRADO W TIGHTENING STICK ORO S/NCHO ESTIRADO TURNBUCKLE J Q > W Q TIGHTENING STICK OR �v O �cy) O w TURNBUCKLE ESTACA PARA APRETAR O HARD SURFACE v -+ ESTACA PARA APRETAR C VARILLA GIRATORIA C G U) VARILLA GIRATORIA (3) 2"x2" WOOD OR O _J O METAL STAKES AT15„ 120 DEGREES AROUND TREE = o � Q g (3) 2"x2" WOOD OR F- r, W Q METAL STAKES AT N O 120 DEGREES AROUND TRI (3) BARROTES 2" X 2" O ESTACAS (3) BARROTES 2" X 2" O DE METAL A 120 GRADOS :::..:: ESTACAS ALREDEDOR DEL ARBOL :{ DE METAL A 120 GRADOS ALREDEDOR DEL ARBOL B&B OR CONTAINER TRANSPLANTED TREE ARBOL TRANSPLANTADO EN SU CONTENEDOR O BOLA DE RAIZ CON ARP/LLERA O LONA STAKING DETAILS/DETALLE PARA ESTACANDO SET TOP OF ROC FINISH GRADE COLOCA LA BOL I" ARRIBA DEL A FINISH GRADE NIVEL FINAL B & B PLANT LONA Y BOLA DE DE LA PLANTA SPACE PLANTS PER PLAN ESPACIO ENTRE PLANTAS SEGUN PLANO EXCAVATE HOLE 12" BEYOND OUTER ROW OF PLANT MATERIAL ROOT SYSTEM. EXCAVAR 12" FUERA DE LA LINEA DE LA BOLA DE RAIZ DEL MATERIAL A PLANTAR 2" DEPTH OF MULCH 2" DE PAJA O PAJOTE (MULCH) PREPARE PLANTING BED WITH Y' OF A 50/50 MIXTURE OF EXPANDED SHALE & COMPOST PREPARAR CAMA PARA PLANTACION RELLENAR SEGUN ESPECIFICACIONES CONTAINER PLANT PLANTA DEL CONTENEDOR COMPACT SOIL BELOW ROOT BALLS IN 6" LIFTS, USING WATER & HAND TAMPING. DEJAR 6" DE TIERRA PREPARADA BAJO LA NOTE: DIG ONE CONTINUOUS HOLE FOR EACH SHRUB MASSING. BOLA DE RAIZ; COMPACTARLA USANDO TEST EACH HOLE FOR PERCOLATION RATE BEFORE INSTALLING AGUA Y COMPACTADOR DE MANO BACKFILL & PLANT MATERIAL. NOTIFY OWNER OF RESULTS BEFORE CONTINUING WORK. NOTA: HAGA UN POZP CONTINUO PARA CADA ARBUSTO O PLANTA. COMPRUEBE EL RANGO DE TRANSMINACION ANTES DE RELLENAR Y PLANTAR EL MATERIAL. NOTIFIQUE AL PROPEIRTARIO DE LOS RESULTADOS ANTES DE SEGUIR TRABAJANDO. SHRUB BED PREPARATION & SHRUB PLANTING/ PREPARAC/ON PARA CAMA DE PLANTAS Y PLANTA CION DE ARBUSTOS O PLANTAS NO SCALE/SIN ESCALA MECHANICALTRANSPLANTED TREE ARBOL TRANSPLANTADO DE MAQU/NAL 2'x2' METAL STAKE 3'-0' ON CENTER 6'-0' MINIMUM OUTS 1 MINA SEEP LANS FOR SPACING Q z VER PLANOS PARA ESPACIO ENTRE PLANTAS Q d. 1" COMPOST OR MULCH o > (NO WEED CLOTH) < ~ 1 " DE ABONO O PAJA (NO TELA LU FINISHED b PARA HIERBA MALA) FINISHED LAWN W/ EDGING j z PER DETAIL OR HARD SURFACE W/OUT EDGING J a >_CESPED TERMINADO CON BORDE ? F SEGUN DETALLES O SUPERFICIE DURA (BANQUETA, MADERA, ETC.)LU Ci O VIIN. 4" TILLED DEPTH -ALL BEDS NITH 2" OF A 50/50 MIXTURE DF EXPANDED SHALE & COMPOST VINIMO REVOLVER O TRILLAR TODAS LAS ;AMAS A 4" DE PROFUNDIDAD CON ABONO O - NMIENDAS SEGUN ESPECIFICACIONES EXISTING SOIL SUELO O TIERRA EXISTENTE TYPICAL GROUNDCOVER PLANTING (TRIANGULAR SPACING) TIP/CA PLANTACEAN DE CUBIERTA DE TERRENO (ESPAC/AMINETO TRIANGULAR) NO SCALE/SIN ESCALA TREE PR❑TECTI❑N DETAIL CONSTRUCTION FENCING, EITHER ORANGE VINYL OR CHAIN LINK O.C. General Notes and Specifications SPACING DEL CENTRO AREA INSIDE C❑NSTRUCTI❑N FENCING SHALL NOT BE DISTURBED OR HAVE ANY ACTIVITY OCCUR, IE. GRADING, STAGING OF MATERIALS, PARKING, ETC. Irrigation Notes and Specifications • Contractor shall provide an irrigation plan showing locations, equipment, and piping with sizes and hydraulic calculations. The maximum flow velocity for all pipe in the system is 5 feet/second. • Comply with all requirements of utility supplying water for backflow prevention and backsiphonage. • Comply with all requirements of the State of Texas for irrigation systems. • Verify the static pressure of the supply piping is the same as the design pressure listed on the drawing. • Provide installation of the approved irrigation plan per the following guidelines: Install pipe in accordance with manufacturer's instructions. All 3 -inch and 4 -inch pipe shall be trenched into place. Circuit piping and 2 -inch and smaller pressure piping may be installed by trenching or using a vibratory plow. Thrust blocks and gasketed fittings are required for all piping 3 inch and larger. Copper Tube: Type L water tube, annealed and drawn tempers, with plain ends. Polyvinyl Chloride (PVC) Plastic Pipe will be Schedule 40 or SDR21, Class 200. Flexible Polyethylene (PE) Pipe may only be used for pipe sizes 1 Y4" and smaller. Provide 18 inches cover over top of buried pressure piping; 12 inches cover over circuit piping; and 24 inches cover over sleeves. Install any piping under sidewalks and paving in sleeves. Flush dirt and debris from piping before installing sprinklers and other devices. Install other equipment per included details. All equipment shall match existing unless otherwise approved by Owner. =1 All wire shall be Type UF, No. 14 AWG minimum, solid copper conductor, insulated cable. All wire splices shall be in water tight direct bury spice kits, located in a round 10" valve box. The top six (6) inches of trench backfill shall be topsoil with all rocks, sod, and sticks removed. Dress all areas to surrounding finish grades. Remove waste material, resulting from Contractor's operations and activities, daily from site. • Protect the public, visitors, workers, adjacent properties, surfaces, and surrounding areas to preclude harm during work of this project. • Protect unfinished work when stopping for the day. • Perform operational testing after installation is completed, backfill is in place, and sprinklers are adjusted to final position. 1. The landscape contractor is responsible for providing all materials, labor, and equipment to complete all landscaping work in strict accordance with the planting plan, plant list, and all items described in these specifications unless otherwise noted. This includes but is not limited to fertilizer, mulch, stakes, ties, guy wires, cables, and all other necessary equipment to complete this work. 2. The landscape contractor must supply all plants as specified, in the sizes and quantities listed on the plans. 3. Substitutions to any of the work, materials, or equipment may not be made without permission of the Landscape Architect. 4. Landscape contractor and/or irrigation contractor shall verify existing conditions on site. Any problems or discrepancies from the plans or specifications should be reported to the Landscape Architect. 5. Landscape contractor shall comply with all applicable federal.state.county, and local regulations governing landscape materials and work. 6. Plant material shall conform to local nursery and industry standards. All plant material will have good structure and shape when planted and be free from pests or damage. All trees will have a strong, well developed, uncut central leader. Any branches broken in handling and planting will be removed using proper pruning techniques. 7. Landscape contractor will restore disturbed finish grades to original condition. 8. Landsape contractor will confirm operation and coverage of new irrigation system in all planting areas. Warranty 9. Landscape contractor assumes all liability and replacement requirements of materials that are damaged, stolen, or misplaced on the job site prior to acceptance of work. 10. All plants will be warranted for a period of one (1) year from the date of final accepatance. Owner will be responsible for proper maintenance of plants after final acceptance. During warranty period, dead and unsightly plant material will be removed immediately. Only one replacement per plant will be done. If the time of year or weather is not conducive to planting, the plant will be replaced when conditions are suitable. Warranty excludes damages caused by vandalism, freeze, drought, insect infestation, or other acts of God. Special equipment required for replacement plants due to access problems are not to be included in the basic project costs. This is a negotiated item at the time of replacement only. Soil Preparation 11. Planting areas should be backfilled with 75% existing soil and 25% soil amendments. Soil amendments will be 50% organic compost and 50% expanded shale. 12. All planting areas will be raked to final grade and lightly compacted by watering. Lawn areas should be raked again and rolled before installing seed/sod. 13. Landscape contractor shall insure that the proper drainage exists in all planting areas. Plantings 14. Where possible on site, tree pits will be dug a minimum of 12" wider but no deeper than the root ball of the tree to be planted per detail. Install tree ring and mulch with 3" of shredded hardwood bark mulch in lawn areas. Mulch will be kept 3" away from the tree trunk. 15. Loosen and fine rake areas to break up lumps and produce a smooth, even gradient free of unsightly variations, ridges, or depressions. Ponding of water in finished areas will not be permitted. Remove from site all stones, rock, and debris one (1) inch or larger. Final grading is subject to critical owner review only after repeated watering or rains to insure settlement has not adversely affected drainage patterns. 16. Shrub plantings will be installed as shown on the planting plan and detail. Verify planting areas have been provided as indicated on the plan. Remove all surface rock or debris deposited by previous work operations or excavations performed to create bed. Beds will be mulched with 2" of shredded hardwood mulch. 17. All plant material will be deep watered upon planting and soil tamped around root ball to remove any air pockets. Lawn Installation 18. All areas not shown to have shrub plantings will have common bermudagrass seed installed. Soil will be tilled to 2" deep, raked level, have any rocks, sticks, or debris over 1" diameter removed, and rolled lightly. Area will be watered thoroughly and kept consistently moist until seed germinates. Clean—up 19. Remove all debris generated by work operations from the site daily. 20. All paved areas will be cleaned daily by washing and sweeping. Remove tire markings and oil drips from all surfaces. 22. All planting areas will be in a raked level condition, free of debris and paved surfaces will be in a broom clean condition ready for final acceptance by owner. I ] !%_11 14 ffikii"fl - I M_ O EQUAL/ IGUAL J F -w � g O.C. SPACING z A TYP. U U ¢� 0 (D W O EQUIVALENTE O IGUAL J � DISTANCIA DEL CENTRO W O W X W J Q > W z �v O �cy) O FIRST ROW/ PRIMERA LINEA N HARD SURFACE OR LAWN SUPERFICIE DURA O CESPED SU AREA INSIDE C❑NSTRUCTI❑N FENCING SHALL NOT BE DISTURBED OR HAVE ANY ACTIVITY OCCUR, IE. GRADING, STAGING OF MATERIALS, PARKING, ETC. Irrigation Notes and Specifications • Contractor shall provide an irrigation plan showing locations, equipment, and piping with sizes and hydraulic calculations. The maximum flow velocity for all pipe in the system is 5 feet/second. • Comply with all requirements of utility supplying water for backflow prevention and backsiphonage. • Comply with all requirements of the State of Texas for irrigation systems. • Verify the static pressure of the supply piping is the same as the design pressure listed on the drawing. • Provide installation of the approved irrigation plan per the following guidelines: Install pipe in accordance with manufacturer's instructions. All 3 -inch and 4 -inch pipe shall be trenched into place. Circuit piping and 2 -inch and smaller pressure piping may be installed by trenching or using a vibratory plow. Thrust blocks and gasketed fittings are required for all piping 3 inch and larger. Copper Tube: Type L water tube, annealed and drawn tempers, with plain ends. Polyvinyl Chloride (PVC) Plastic Pipe will be Schedule 40 or SDR21, Class 200. Flexible Polyethylene (PE) Pipe may only be used for pipe sizes 1 Y4" and smaller. Provide 18 inches cover over top of buried pressure piping; 12 inches cover over circuit piping; and 24 inches cover over sleeves. Install any piping under sidewalks and paving in sleeves. Flush dirt and debris from piping before installing sprinklers and other devices. Install other equipment per included details. All equipment shall match existing unless otherwise approved by Owner. =1 All wire shall be Type UF, No. 14 AWG minimum, solid copper conductor, insulated cable. All wire splices shall be in water tight direct bury spice kits, located in a round 10" valve box. The top six (6) inches of trench backfill shall be topsoil with all rocks, sod, and sticks removed. Dress all areas to surrounding finish grades. Remove waste material, resulting from Contractor's operations and activities, daily from site. • Protect the public, visitors, workers, adjacent properties, surfaces, and surrounding areas to preclude harm during work of this project. • Protect unfinished work when stopping for the day. • Perform operational testing after installation is completed, backfill is in place, and sprinklers are adjusted to final position. 1. The landscape contractor is responsible for providing all materials, labor, and equipment to complete all landscaping work in strict accordance with the planting plan, plant list, and all items described in these specifications unless otherwise noted. This includes but is not limited to fertilizer, mulch, stakes, ties, guy wires, cables, and all other necessary equipment to complete this work. 2. The landscape contractor must supply all plants as specified, in the sizes and quantities listed on the plans. 3. Substitutions to any of the work, materials, or equipment may not be made without permission of the Landscape Architect. 4. Landscape contractor and/or irrigation contractor shall verify existing conditions on site. Any problems or discrepancies from the plans or specifications should be reported to the Landscape Architect. 5. Landscape contractor shall comply with all applicable federal.state.county, and local regulations governing landscape materials and work. 6. Plant material shall conform to local nursery and industry standards. All plant material will have good structure and shape when planted and be free from pests or damage. All trees will have a strong, well developed, uncut central leader. Any branches broken in handling and planting will be removed using proper pruning techniques. 7. Landscape contractor will restore disturbed finish grades to original condition. 8. Landsape contractor will confirm operation and coverage of new irrigation system in all planting areas. Warranty 9. Landscape contractor assumes all liability and replacement requirements of materials that are damaged, stolen, or misplaced on the job site prior to acceptance of work. 10. All plants will be warranted for a period of one (1) year from the date of final accepatance. Owner will be responsible for proper maintenance of plants after final acceptance. During warranty period, dead and unsightly plant material will be removed immediately. Only one replacement per plant will be done. If the time of year or weather is not conducive to planting, the plant will be replaced when conditions are suitable. Warranty excludes damages caused by vandalism, freeze, drought, insect infestation, or other acts of God. Special equipment required for replacement plants due to access problems are not to be included in the basic project costs. This is a negotiated item at the time of replacement only. Soil Preparation 11. Planting areas should be backfilled with 75% existing soil and 25% soil amendments. Soil amendments will be 50% organic compost and 50% expanded shale. 12. All planting areas will be raked to final grade and lightly compacted by watering. Lawn areas should be raked again and rolled before installing seed/sod. 13. Landscape contractor shall insure that the proper drainage exists in all planting areas. Plantings 14. Where possible on site, tree pits will be dug a minimum of 12" wider but no deeper than the root ball of the tree to be planted per detail. Install tree ring and mulch with 3" of shredded hardwood bark mulch in lawn areas. Mulch will be kept 3" away from the tree trunk. 15. Loosen and fine rake areas to break up lumps and produce a smooth, even gradient free of unsightly variations, ridges, or depressions. Ponding of water in finished areas will not be permitted. Remove from site all stones, rock, and debris one (1) inch or larger. Final grading is subject to critical owner review only after repeated watering or rains to insure settlement has not adversely affected drainage patterns. 16. Shrub plantings will be installed as shown on the planting plan and detail. Verify planting areas have been provided as indicated on the plan. Remove all surface rock or debris deposited by previous work operations or excavations performed to create bed. Beds will be mulched with 2" of shredded hardwood mulch. 17. All plant material will be deep watered upon planting and soil tamped around root ball to remove any air pockets. Lawn Installation 18. All areas not shown to have shrub plantings will have common bermudagrass seed installed. Soil will be tilled to 2" deep, raked level, have any rocks, sticks, or debris over 1" diameter removed, and rolled lightly. Area will be watered thoroughly and kept consistently moist until seed germinates. Clean—up 19. Remove all debris generated by work operations from the site daily. 20. All paved areas will be cleaned daily by washing and sweeping. Remove tire markings and oil drips from all surfaces. 22. All planting areas will be in a raked level condition, free of debris and paved surfaces will be in a broom clean condition ready for final acceptance by owner. I ] !%_11 14 ffikii"fl - I M_ Date: 11-18-15 Scale: NTS Project No.: Drawn bv: qn Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. Sheet No. CVS PD DETAIL SHEET L�2 U z �cy) O N C G U) O CL 0) .N _ Date: 11-18-15 Scale: NTS Project No.: Drawn bv: qn Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. Sheet No. CVS PD DETAIL SHEET L�2 T N 06 z w 0 Uw Z Ui W w� Z, O .S Z 06 x O r z m /�b C: 1/2" IRE wy STATE PLANE GRID CORDO N: 7045176.1820 E: 2372709.3840 VARIABLE LANDSCAPE BUFFER N��� EX. 30' WATERLINE EX. 15' DENTON CREEK ESMT. INST. NO. REGIONAL WASTEWATER IRF D211283630 INST. NO. SYSTEM EASEMENT D211283764 O.P.R.T.C.T. VOL. 13679, PG. 124 O 71. R.P.R.T.C.T. T Tom_ y 39" E VOL. 4285, PG. 1377 Vl N `_ 2S\06' R.P.R.T.C.T. X. PERMANENT UTILITY ESMT. 1, OF ��O 21 qk _ rxDOT VOL. 13679, PG. 124 A� �'O. S� BRASS DISK R.P.R.T.C.T. Q�0� T?r YCLU� 4C F' SVOL. 4285, PG. 1377 yti &7 d � �V�s� �s rY_ - 'was• / / �. R=1431.56' A=16'09'58" L=403.91' / �O�n 16, 597 S.F. N 0.381 AC. / B=N 26 34 't LC=402. 58 EX. PUBLIC ACCESS=!/_ & UTILITY EASEMENT VOL. 9172, PG. 770-777 a� D.R.T. C. T. PROPOSED 15' TCMUD / / ' STREET, FIRE LANE ATERLINE ESMT Q/ & WATER EASEMENT (BY SEPARATE/ / r�2j /" / 3 / 53.038 S.F. 1.218 AC. 1/2'/ IRF /cow / wYC N 09'29'30" 21.41'1/2" IRF �\ / WRC/� ��-- 090 410,0 J� �O<2ZF 'S'' �'\19c6.661 S.F. 0�'S'0261/2"IRF �y\ 0. 153 AC. CAR45'43'19"CB=N 3253'20" W LC=550.11' 0.'�Q6, GRANADA MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2 VOL. 16858, PG. 176 D.R.T.C.T. 1 61, 769 S.F. 1.418 AC. 1 56, 274 S. F. 1.292 AC. O 2 54, 708 S. F. 1.256 AC. b915, 725 S.F. 0.361 AC. EX. PUBLIC ACCESS & UTILITY EASEMENT VOL. 9172, PG. 770-777 D.R.T.C.T. / \ / �7 O \ GRANADA �� MAGUIRE PA TNERS-SOLANA LAND, P. TRACT 2 \ V L. 16858, PG. 176 Q \� \ / D.R.T.C.T. 1 IRS I � EX. PUBLIC ACCESS IRS / & UTILITY EASEMENT z i VOL. 9172, PG. 770=777 _ D.R.T.C.T. - - - oA 1 _ N0 / \ / 1/2" IRF I / WRC 1 /\ \ / R=812.00' \ \ y A=24'06'54" \ L=341.76' \ \ CB=N 22'05'07" W \ / LC=339.24' N \\ / < EX. PUBLIC ACCES � �& UTILITY EASEMENT VOL. 9172, PG. 770-777 \ 1/2" IRF WRC 1 I 57 R.P�.T.C.T. '� (�Rll.1e� � y �� F E �� 19 EX. 15' SOUTHWESTERN o�2 e wlor 11 BELL TELEPHONE ESMT. 22 4 _ VOL. R. P. R. C. PG.T. 545 D. /� 2 p�,' 1' 0. P/) _ BRASS DISK �\ EX. PERMANENT UTILITY ESMT. o0 VOL. 13679, PG. 124 U z R. P. R. T. C. T. F..0 0 \ \ \ VOL. 4285, PG. 1377 wzz w z z R.P.R.T.C.T. "'g0 �w w0N 144,3 8S :>�I- w� MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2� `�� � VOL. 16858, PG. 176 / / \ PROPOSED 15' TCMUD \ \ \ \ \ \� D.R.T.C.T. WATERLINE ESMT (BY SEPARATE INST.) \ \ \ \ \ EX. PRIVATE LAKE ESMT \ \ VOL. 2487, PG. 274 i , EX. 30' WATERLINE \ ///� O. P. R. T. C. T. \ ESMT. C.C.F.# (TO BE ABANDONED BY THIS PLAT) \ \ \ \ \ D211283630 C.C.F.# D211283764 O.P.R.T.C.T. N \ MAGUIRE PARTNERS-SOLANA LAND L.P.--,, TO \ THREINSTT 0. D21 097387 LLC O. P. R. T. C. T. \ W / v Q WILLIAM H. PEA SURVEY ABSTRACT NO. 1246 TARRANT CO. ABSTRACT NO. 1045 DENTON CO. W. MEDLIN SURVEY ABSTRACT NO. 1958 TARRANT CO. ABSTRACT NO. 1588 DENTON CO. EX. PUBLIC ACCESS & UTILITY EASEME VOL. 2279, PG. 67 D.R.T.C.T. (TO BE ABANDONED BY SEPARATE INST l R=612.00' A =18'54'41 L=202.00' \ \ CB=N 43'35'55" W \ LC=201.08' 1/2" IRF \\ WRC N 53'03'15" W \ 32.60' RC IRF C9AF N Lo \\ Irl ap 3, 325, 491 S . F . 76.343 AC. MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2 VOL. 16858, PG. 176 D. R. T. C. T. ZZ J (� EX. WATER FLOWAGE ESMT. VOL. 9437, PG. 1127 VOL. 12902, PG. 338 R.P.R. VOL. 2487,, PG. PG. 210 R. P. R. T. C. T. // (TO BE ABANDONED BY THIS PLAT) Scale: 1" = 100' 0' 100' 200' EX. DRAINAGE ESMT VOL. 9437, PG. 1190 D. R. T. C. T. N o� EX. PUBLIC ACCESS w � & UTILITY EASEMENT Tel: 817-887-6130 • www.Drown a com g y TBPE Registration No. F-1046 VOL. 9172, PG. 770-777 W TROPHY CLU D.R.T. C. T. Z Contact: Michael Beaty Roanoke, Texas 76262 0 o) _\_ CB=N /WATERLINE CREG� PROPOSED 5' TCMUD BOB JAMES Medlin SN Cemetery ti ESMT UJ Y BY SEPARATE INST.) G�JP cvN H { T 2� Course v FA I SEMI OLE J 0 � QCT P� VIl(�!'c Y w FRESHMEADO`11 z ~I$y V � 1/2" IRF WYC 114 , O• Z m S. }Q�o; A� J �.028 / .092 AC. v _M / Ld U� 00C ? O Y 7128 S.F. 0.164 AC. 1,2„ ; \� WYC 'was• / / �. R=1431.56' A=16'09'58" L=403.91' / �O�n 16, 597 S.F. N 0.381 AC. / B=N 26 34 't LC=402. 58 EX. PUBLIC ACCESS=!/_ & UTILITY EASEMENT VOL. 9172, PG. 770-777 a� D.R.T. C. T. PROPOSED 15' TCMUD / / ' STREET, FIRE LANE ATERLINE ESMT Q/ & WATER EASEMENT (BY SEPARATE/ / r�2j /" / 3 / 53.038 S.F. 1.218 AC. 1/2'/ IRF /cow / wYC N 09'29'30" 21.41'1/2" IRF �\ / WRC/� ��-- 090 410,0 J� �O<2ZF 'S'' �'\19c6.661 S.F. 0�'S'0261/2"IRF �y\ 0. 153 AC. CAR45'43'19"CB=N 3253'20" W LC=550.11' 0.'�Q6, GRANADA MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2 VOL. 16858, PG. 176 D.R.T.C.T. 1 61, 769 S.F. 1.418 AC. 1 56, 274 S. F. 1.292 AC. O 2 54, 708 S. F. 1.256 AC. b915, 725 S.F. 0.361 AC. EX. PUBLIC ACCESS & UTILITY EASEMENT VOL. 9172, PG. 770-777 D.R.T.C.T. / \ / �7 O \ GRANADA �� MAGUIRE PA TNERS-SOLANA LAND, P. TRACT 2 \ V L. 16858, PG. 176 Q \� \ / D.R.T.C.T. 1 IRS I � EX. PUBLIC ACCESS IRS / & UTILITY EASEMENT z i VOL. 9172, PG. 770=777 _ D.R.T.C.T. - - - oA 1 _ N0 / \ / 1/2" IRF I / WRC 1 /\ \ / R=812.00' \ \ y A=24'06'54" \ L=341.76' \ \ CB=N 22'05'07" W \ / LC=339.24' N \\ / < EX. PUBLIC ACCES � �& UTILITY EASEMENT VOL. 9172, PG. 770-777 \ 1/2" IRF WRC 1 I 57 R.P�.T.C.T. '� (�Rll.1e� � y �� F E �� 19 EX. 15' SOUTHWESTERN o�2 e wlor 11 BELL TELEPHONE ESMT. 22 4 _ VOL. R. P. R. C. PG.T. 545 D. /� 2 p�,' 1' 0. P/) _ BRASS DISK �\ EX. PERMANENT UTILITY ESMT. o0 VOL. 13679, PG. 124 U z R. P. R. T. C. T. F..0 0 \ \ \ VOL. 4285, PG. 1377 wzz w z z R.P.R.T.C.T. "'g0 �w w0N 144,3 8S :>�I- w� MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2� `�� � VOL. 16858, PG. 176 / / \ PROPOSED 15' TCMUD \ \ \ \ \ \� D.R.T.C.T. WATERLINE ESMT (BY SEPARATE INST.) \ \ \ \ \ EX. PRIVATE LAKE ESMT \ \ VOL. 2487, PG. 274 i , EX. 30' WATERLINE \ ///� O. P. R. T. C. T. \ ESMT. C.C.F.# (TO BE ABANDONED BY THIS PLAT) \ \ \ \ \ D211283630 C.C.F.# D211283764 O.P.R.T.C.T. N \ MAGUIRE PARTNERS-SOLANA LAND L.P.--,, TO \ THREINSTT 0. D21 097387 LLC O. P. R. T. C. T. \ W / v Q WILLIAM H. PEA SURVEY ABSTRACT NO. 1246 TARRANT CO. ABSTRACT NO. 1045 DENTON CO. W. MEDLIN SURVEY ABSTRACT NO. 1958 TARRANT CO. ABSTRACT NO. 1588 DENTON CO. EX. PUBLIC ACCESS & UTILITY EASEME VOL. 2279, PG. 67 D.R.T.C.T. (TO BE ABANDONED BY SEPARATE INST l R=612.00' A =18'54'41 L=202.00' \ \ CB=N 43'35'55" W \ LC=201.08' 1/2" IRF \\ WRC N 53'03'15" W \ 32.60' RC IRF C9AF N Lo \\ Irl ap 3, 325, 491 S . F . 76.343 AC. MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2 VOL. 16858, PG. 176 D. R. T. C. T. ZZ J (� EX. WATER FLOWAGE ESMT. VOL. 9437, PG. 1127 VOL. 12902, PG. 338 R.P.R. VOL. 2487,, PG. PG. 210 R. P. R. T. C. T. // (TO BE ABANDONED BY THIS PLAT) Scale: 1" = 100' 0' 100' 200' EX. DRAINAGE ESMT VOL. 9437, PG. 1190 D. R. T. C. T. VICINITY MAP (1"=2000') NOTES 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network -Texas State Plane Coordinate System, NAD83, North Central Zone (4202). 2. No Floodplain exists on this site. 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 4. No generic "U.E.s" (utility easements) will be allowed. No easement will be allowed by separate instrument without written approval by the Town of Westlake. 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". 6. See Sheets 3 of 5, & 4 of 5 for dimension of street right-of-ways, centerlines, annotation of lots and easements. W. MEDLIN SURVEY ABSTRACT NO. 1958 TARRANT CO. ABSTRACT NO. 1588 DENTON CO. / CM.THROOPSURVEY ABSTRACT NO. 1510 / <\ EX. PUBLIC ACCESS & UTILITY ESMT. VOL. 9172, PG. 757-760 D. R. T. C. T. \ �, EX. STORM DRAIN ESMT / / VOL. 9437, PG. 1192 EX. 10' FIRE PROTECTION ESM D.R.T. C. T. VOL. 2487, PG. 243 D.R.T.C.T. 5/8" IRS EX. PUBLIC ACCESS & UTILITY ESMT. 5 WYC "BGE" , / \\ \ VOL. 9172, PG. 757-760 D. R. T. C. T. / C C,rSod B/o� /\ \ /0 6/ th/ok X990 10'x20' DRAINAGE ESMT. \ / BY SEPARATE INSTRUMENT 001 EX. PUBLIC ACCES /// �EX. 10 FOOT WIDE FIRE / & UTILITY ESMT. S�// / PROTECTION EASEMENT / I VOL. 9105, PG. 233 // VOL. 43,PG. 1171 D / D. R. T. C. T. / TC Lot 2R1, Block 1 ODO Westlake/Southlake Park Addition No. 1 / / / Lot 1, Block 1 I I .�O C.C.F.# D209080990 70S tla� a/Southlake Park Acdi Ion P.R.T.C.T. \ / ' /Volume 388-214 Page's 78 MAGUIRE THOMAS PARTNERS & 79 P.R.T.C.T. I I WESTLAKE / OUTHLAKE PARTNERSHIP // I I VOL. 8551, PG. 1743 / // /MAGUIRE /THOMAS PANTHERS D.R.T.C.T. WoTLAK VOL.S8551,LPG. PAR1743TINERSHIP D.R.T.C.T. I I Q01�P 4 Q LEGEND A. C. S.F. IRF WYC IRF WRC IRS WYC D. B. D.R.T.C.T. P.R.T.C.T. O.P.R.T.C.T. C.C.F.# U. E. VOL. PG. R.O.W. D. E. S.S.E. ESMT. W. E. ELECT. EX. ACRES SQUARE FOOT IRON ROD FOUND WITH YELLOW PLASTIC CAP IRON ROD FOUND WITH RED PLASTIC CAP IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BGE" SET TOWN OF WESTLAKE DUCT BANK DEED RECORDS, TARRANT COUNTY, TEXAS PLAT RECORDS, TARRANT COUNTY, TEXAS OFFICIAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS COUNTY CLERK FILE NUMBER UTILITY EASEMENT VOLUME PAGE RIGHT-OF-WAY DRAINAGE EASEMENT SANITARY SEWER EASEMENT EASEMENT WATER EASEMENT ELECTRIC EASEMENT EXISTING FINAL PLAT OF WESTLAKE ENTRADA OVERALL LAYOUT ONLY BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1 �3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3X & 4X A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 1958, JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 DEVELOPER OWNER SURVEYOR/ENGINEER / / // CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. / 500 West 7th St., Suite 1800, Fort Worth, TX 76102 / 1800 Valley View Lane Suite 300 SOLANA LAND L P o° �0 'J w � H Tel: 817-887-6130 • www.Drown a com g y TBPE Registration No. F-1046 TROPHY CLU H ��° Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 CB=N 48'21'39" W CREG� 0 BOB JAMES Medlin SN Cemetery Golf MEA00 ��Z UJ Y J G�JP cvN H { T 2� Course v FA I SEMI OLE J 0 TROP P� VIl(�!'c Y w FRESHMEADO`11 z Q 0 rn 114 GO A F �G 'i' N 2 sJ, w¢ a H x Ld INVERNESS Y WESTLAKE_ rc, INVERNE :D a O A� PKWY � CAPIT L KING z v� wA y o tiv 114 M �>V) GP�eJ� 8\�� 0 U SOLANA \ DOVE RD PaP � z W \ DOVE RD a C_�t" U � N Q VICINITY MAP (1"=2000') NOTES 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network -Texas State Plane Coordinate System, NAD83, North Central Zone (4202). 2. No Floodplain exists on this site. 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 4. No generic "U.E.s" (utility easements) will be allowed. No easement will be allowed by separate instrument without written approval by the Town of Westlake. 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". 6. See Sheets 3 of 5, & 4 of 5 for dimension of street right-of-ways, centerlines, annotation of lots and easements. W. MEDLIN SURVEY ABSTRACT NO. 1958 TARRANT CO. ABSTRACT NO. 1588 DENTON CO. / CM.THROOPSURVEY ABSTRACT NO. 1510 / <\ EX. PUBLIC ACCESS & UTILITY ESMT. VOL. 9172, PG. 757-760 D. R. T. C. T. \ �, EX. STORM DRAIN ESMT / / VOL. 9437, PG. 1192 EX. 10' FIRE PROTECTION ESM D.R.T. C. T. VOL. 2487, PG. 243 D.R.T.C.T. 5/8" IRS EX. PUBLIC ACCESS & UTILITY ESMT. 5 WYC "BGE" , / \\ \ VOL. 9172, PG. 757-760 D. R. T. C. T. / C C,rSod B/o� /\ \ /0 6/ th/ok X990 10'x20' DRAINAGE ESMT. \ / BY SEPARATE INSTRUMENT 001 EX. PUBLIC ACCES /// �EX. 10 FOOT WIDE FIRE / & UTILITY ESMT. S�// / PROTECTION EASEMENT / I VOL. 9105, PG. 233 // VOL. 43,PG. 1171 D / D. R. T. C. T. / TC Lot 2R1, Block 1 ODO Westlake/Southlake Park Addition No. 1 / / / Lot 1, Block 1 I I .�O C.C.F.# D209080990 70S tla� a/Southlake Park Acdi Ion P.R.T.C.T. \ / ' /Volume 388-214 Page's 78 MAGUIRE THOMAS PARTNERS & 79 P.R.T.C.T. I I WESTLAKE / OUTHLAKE PARTNERSHIP // I I VOL. 8551, PG. 1743 / // /MAGUIRE /THOMAS PANTHERS D.R.T.C.T. WoTLAK VOL.S8551,LPG. PAR1743TINERSHIP D.R.T.C.T. I I Q01�P 4 Q LEGEND A. C. S.F. IRF WYC IRF WRC IRS WYC D. B. D.R.T.C.T. P.R.T.C.T. O.P.R.T.C.T. C.C.F.# U. E. VOL. PG. R.O.W. D. E. S.S.E. ESMT. W. E. ELECT. EX. ACRES SQUARE FOOT IRON ROD FOUND WITH YELLOW PLASTIC CAP IRON ROD FOUND WITH RED PLASTIC CAP IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BGE" SET TOWN OF WESTLAKE DUCT BANK DEED RECORDS, TARRANT COUNTY, TEXAS PLAT RECORDS, TARRANT COUNTY, TEXAS OFFICIAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS COUNTY CLERK FILE NUMBER UTILITY EASEMENT VOLUME PAGE RIGHT-OF-WAY DRAINAGE EASEMENT SANITARY SEWER EASEMENT EASEMENT WATER EASEMENT ELECTRIC EASEMENT EXISTING FINAL PLAT OF WESTLAKE ENTRADA OVERALL LAYOUT ONLY BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1 �3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3X & 4X A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 1958, JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 DEVELOPER OWNER SURVEYOR/ENGINEER / / // CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. / 500 West 7th St., Suite 1800, Fort Worth, TX 76102 / 1800 Valley View Lane Suite 300 SOLANA LAND L P o° �0 'J \ 'B' / STATE PLANE GRID CORD l Farmers Branch, Texas 75234 9 Village Circle, Suite 500 Tel: 817-887-6130 • www.Drown a com g y TBPE Registration No. F-1046 A= 13 00 L=229.71' / S 8" IRF N: 7042978.4850 / / \ E. 2373326.1010 Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 CB=N 48'21'39" W wyc / Telephone: (214)-287-9009 LC=229.46' \ / / THIS PLAT FILED IN INSTRUMENT NO ---------------- SHEET 1 OF 5 44 Q EX. PUBLIC ACCESS & UTILITY EASEMENT VOL. 9172, PG. 770-777 R. P. R. T. C. T. EX. 15.0' SOUTHWESTERN BELL TELEPHONE ESMT. � \ VOL. 3146, PG. 545 0Lj�, R.P.R.T.C.TC.T. — EX. PUBLIC ACCESS & s Q UTILITY EASEMENT VOL. 9172, PG. 770-777 f p —��\ ��\ -_ __ �_\ �\ R.P.R.T.C.T. 0� 0 X ,7 1 ECIC AC \�� —� \� ` \—� TXDOT 2 VOLCeSS 'k — \ — — — BASS DISK Q 2� /Q�y R �► S�� ��V ATO ee"S4AID � ��c�C1�6jYe�S�M� \\\� � R AC Eo Sy Nr \\ �S6�\ �� CT 7> �J k SepgRq TF � \ \ \ � \ \ \ 0, 16 INST 6 O/V \ \ 40�04 s SSRFk \\434. pG�F2�SFl0iVq \\ `TC JOSEPH HENRY SURVEY \ \ \ \ TXDOT \ ABSTRACT NO. 742 TARRANT CO. BRASS DISK BROKE ABSTRACT NO. 528 & 529 DENTON CO. W. MEDLIN SURVEY ABSTRACT NO. 1958 TARRANT CO. \ \ \ \ \ \ R=2709.79' ABSTRACT NO. 1588 DENTON CO.\ \ \ " L:,393 09 L=393.46' \ \ \ \ CB=S 58'57'40" E \ \ \ \ LC=393.11' 3, 325, 491 S.F. \ \ \ \ \ 5/8" IRS 76.343 AC.\ \ \ \ WYC "BGE" \ \ EX. WATERLINE ESM \ \ \ \ \`Sst• \ \ \ \ C.C.F.# D211283630 \ \ \R8• \ \ n C.C.F.# D211283764 / O. P. R. T. C. T. \ \ \ \ \ \ \\ \\ \ .39\ \ >< VOL. EX. STORM DRAIN ESMT \ \ \ 2\ \ \ VOL. 9437, PG. 1192 \ \ \ A \ \ D. R. T. C. T. \ \ \ \ \ \ \ \ \ \ W. MEDLIN SURVEY \ \ \ \ \ \ \ ABSTRACT NO. 1958 TARRANT CO. \ \ \ \\ \ ABSTRACT NO. 1588 DENTON CO. \ \ \\ \ \ \ \ \ CM. THROOP SURVEY \ \ \ \ 5/8" IRS \ ABSTRACT NO. 1510 EX. DRAINAGE ESMT J\ \ \ \ \ \ \ \\ \ WYC SB64'52'25" E \\ VOL. 9437, PG. 1190 \ \ \ \ \ 56.55' R=2754.79' D. R. T. C. T. \ \ \ \ 5/8" IRF A=2'13'56" \WYC L=107.33' CB=S 43'46'50" E \ \ \ \ \ \\ \ LC=107.32' 5/8" IRF S 89'27'05" W 2132.54' Lot 1, Block 1 Westlake/Southlake Park Addition 14) No. Volume 388-214 Pages 78 & 79 P.R.T.C.T. / MAGUIRE / THOMAS PARTNERS WESTLAKE / SOUTHLAKE PARTNERSHIP VOL. 8551, PG. 1743 D. R. T. C. T. J III I I I I II I I I = I I I I II I I I III I I II I I I III I I II I I I III I I II I I I III I I I II I I J I -I I y 1II I I I I 1 IIII I I I I I 11 II1II I I I C41 — 1 11 I I DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 Scale: 1" = 100' 0' 100' 200' NOTES / ACRES w � H IRF WYC IRON ROD FOUND WITH YELLOW PLASTIC CAP TROPHY CLU N H ��° H IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BGE" SET D. B. TOWN OF WESTLAKE DUCT BANK CREG� 0 BOB JAMES Medlin SN Cemetery Golf AM4 ��Z UJ Y J cvN { T 2� Course v FA I SEM NOL J 00 TROPH n P� VIl(�!'c Y w MEAD O`11 rn Q o rn 114FRESH F ti N 2 sJ, �G '�' <"Q 0 w¢ x SANITARY SEWER EASEMENT Li.l EASEMENT W. E. INVERNESS ELECT. Y EX. EXISTING Q WESTLAKE r� INVERNE o A\_ PKWY CAPIT L a� T_� s� KING Z yZv wA y o tiv 114 M bi >V) GP�eJ� 0 U SOLANA \ DOVE RD PaP �Q� Z w \ DOVE RD > n�F U � N N VICINITY MAP (1 "=2000') 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network—Texas State Plane Coordinate System, NAD83, North Central Zone (4202). 2. No Floodplain exists on this site. 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 4. No generic "U.E.s" (utility easements) will be allowed. No easement will be allowed by separate instrument without written approval by the Town of Westlake. 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". 6. See Sheets 3 of 5, & 4 of 5 for dimension of street right—of—ways, centerlines, annotation of lots and easements. OWNER LEGEND A.C. ACRES S. F. SQUARE FOOT IRF WYC IRON ROD FOUND WITH YELLOW PLASTIC CAP IRF WRC IRON ROD FOUND WITH RED PLASTIC CAP IRS WYC IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BGE" SET D. B. TOWN OF WESTLAKE DUCT BANK D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS O.P.R.T.C.T. OFFICIAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS C.C.F.# COUNTY CLERK FILE NUMBER U. E. UTILITY EASEMENT VOL. VOLUME PG. PAGE R.O.W. RIGHT—OF—WAY D.E. DRAINAGE EASEMENT S.S.E. SANITARY SEWER EASEMENT ESMT. EASEMENT W. E. WATER EASEMENT ELECT. ELECTRIC EASEMENT EX. EXISTING FINAL PLAT OF WESTLAKE ENTRADA OVERALL LAYOUT ONLY BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1 �3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3X & 4X A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 1958, JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 SURVEYOR/ENGINEER MAGUIRE PARTNERS -Brown & Gay Engineers, Inc. 500 West 7th St., Suite 1800, Fort Worth, TX 76102 SOLANA LAND L.P.T..Tel: 817-887-6130 • www.browngay.com 9 Village Circle, Suite 500 TBPE Registration No. F-1046 Roanoke, Texas 76262 Copyright 2015 THIS PLAT FILED IN INSTRUMENT NO ---------------- SHEET 2 OF 5 / Q ���00 ��O Q Al ti �(0 ci A:� ,� ,`. C O EX. 30' WATERLINE / ESMT. INST. NO. 5/8" / D211283630 INST. NO. IRF , S D211283764 O.P.R.T.C.T 1/2" IRF'3 STATE PLANE GRID CORD WYC �,� J ,/ \, 9 STATE wioTN 114 EX. 15' DENTON CREEK 0. REGIONAL REGIONAL WASTEWATER SYSTEM EASEMENT VOL. 13679, PG. 124 R.P.R.T.C.T. - VOL. 4285, PG. 1377 R. P.R. T. C. T. N: 7045176.1820 / 06' X. PERMANENT UTILITY ESMT. E: 2372709.3840 �6 21 ,4X X. VOL. 13679, PG. 124 VARIABLE Q _ C6 gN �� ° sos s F eR93S DISK R. P. R. T. C. T. LANDSCAPE �, C�i4 � OOR qc. _ .3 - S VOL. 4285, PG. 1377 BUFFER N ^ QA, EX. PUBLIC ACCESS o� X52 �S3 & UTILITY EASEMENT VOL. 9172, PG. 770-777 �/ D.R.T.C.T. PROPOSED �° /N 15' TCMUD WATERLINE ESMT �� BY SEPARATE INST) 1/2" IRF WYC 0 s n� J� N4, 028 S. F . , 0.092 A C.� r - CA U') L49' 00 /yam/ 0 / O J � 48 J cD 2O Q J N \c 2 4r) co 7128 S. F. v 0.164 AC. Gad � C15 Q h 1 61, 769 S. F. 1.418 AC. / cd NN h/, 6� 19 ^� C� �- 1 2" I R F / ry 114.84, 0'100 - /i\ 6 1 / WYC/ �^� ��5 0 Hq 4 8 C18. Lig � 0 9. 881 X25 &6 / / / 1353, 059 L81 N N R=1431.56 // /% // 0s J 1315 5' c19 0=16°09'58'; `' L97 L=403.91 CB=N 26°34'42" E / /��- 16, 597 S. F. LC= 402.58' / / 0.381 AC . / / � 00 co � EX. PUBLIC ACCESS 0136 LW G & UTILITY EASEMENT / /mJ� % /�° �. cg5� -C41 L85 43 VOL. 9172, PG. 770-777 / /Q`� /� �� C1� 013" D. R. T. C. T. // �� �' 9.26' 7 �, 2 L62 c9 8 269 S . F . 2 �` "J 0. 190 AC. CO 8, 269 S. F . �s 0 . 190 AC.IV- �2 �2 rn J �' PROPOSED 15' TCMUD / / / t TERLINE ESMT / v 1 STREET, FIRE LANE & r� ;I- 24' Q WATER EASEMENT "" L110 00 �Y SEPARATE00 INST.) // // (0;/ ,^� // /� 3 U 0 53,038 S.F. r 1 .218 AC. or i� Q 1/?' IRF ,r, WYC ( �`, 1�\ \�� 5 Q�26 PG o ,� U )9°29'30" W o - 21.41' 1/2" IRF �� ' �� J / WRC/ L68 18' G�� C89 > - - _ �7°57�� R. P. R. T. C. T. O E -74 - - \ C, C 613 28 90 C,9 _o, I N �C-) C) PROPOSED 15' TCUMD WATERLINE ESMT 0ti v )\ (BY SEPARATE INST.) v �� 0� N �N� �N v° MAGUIRE PARTNERS-SOLANA LAND, L.P. TRACT 2 VOL. 16858, PG. 176 D. R. T. C. T. I 3, 325, 491 S. F. 76.343 AC. C20 L22 L21 I 56, 274 S.F. 1.292 AC. 0 16.15'U U 2 SS° �2 N `�° 12-67' 54,708 S.F. 7o �- --I 12.67'L88 O SSS, -.e_ - 1.256 AC . � L37 i ,9D 5���'' \ �J� 052 L712 18' C� ��< T�C S \ ��9�� \ 29.58' _ 00 _j rn �FA0�T F� J 5 26 y0 '�' 1 /2" IRF �9`� 6.661 S. F. CD A ��ST WYC �QS \ 0.153 AC. T �� R=708.0 C� �� 0=45°43'19"s99 L=564.98' F,p �,�h C `9,. CB=N 32o53'20" W s9� C67 X16 c / / O LC= 550.11 ' ss , , ?s 00 / GRANADA ����i �9��00 MAGUIRE PARTNERS-SOLANA LAND L.P. / J EX. PUBLIC ACCESS & \� O °' N / TRACT 2 UTILITY EASEMENT L77 8 2.5 -L78 C69 ' �C.V �N J n �D N, N J t�cv v 1 3, 325, 491 S.F. 76.343 AC. I WILLIAM H. PEA SURVEY ABSTRACT NO. 1246 TARRANT CO. ABSTRACT NO. 1045 DENTON CO. W. MEDLIN SURVEY NABSTRACT NO. 1958 TARRANT CO. ol ABSTRACT NO. 1588 DENTON CO. U N U /('V N U r` N 3 15,725 S.F. 0.361 AC. / VOL. 16858, PG. 176 VOL. 9172, PG. `-���°I- L32 / N C30 / D. R. T.C.T. 770-777 D.R.T.C.T. '\'b L31 lb L30- %° Curve Table Line Table Delta Radius Line # Length Direction L1 102.19' N71' 27' 19"W L2 53.00' N28' 27' 38"E L3 47.32' S06' 27' 20"E L4 16.08' S66' 27' 20"E L5 170.79' N23' 32' 40"E L6 1.44' N68' 32' 40"E L7 86.41' S71' 36' 30"E L8 93.33' S56' 27' 20"E L9 24.58' S76' 27' 20"E L10 14.37' N68' 32' 40"E L11 24.00' N21' 27' 20"W L12 3.36' N68' 32' 40"E L13 14.42' N08' 32' 40"E L14 11.28' N23' 32' 40"E L15 41.62' N58' 32' 40"E L16 72.34' N42' 06' 31 "E L17 18.40' N28' 27' 38"E L18 21.96' S71' 27' 20"E L19 36.54' S81' 27' 20"E L20 35.00' S08' 32' 40"W L21 64.59' S78' 32' 40"W L22 35.92' N81' 27' 20"W L23 38.85' N15' 04' 30"E L24 50.74' N35' 04' 30"E L25 48.72' N15* 04' 30"E L26 10.09' N14' 55' 30"W L27 15.09' N20' 04' 30"E L28 67.37' N29' 55' 30"W L29 123.21' N45' 04' 30"E L30 13.49' S79' 55' 30"E L31 4.03' S02' 52' 33"E L32 4.96' S29' 49' 24"E L33 24.88' N60 00' 00"E L34 35.14' N60' 00' 00"E Curve Table Curve Table Curve # Delta Radius Length Chord Bearing Chord Length Curve # Delta Radius Length Chord Bearing Chord Length C1 31'53'38" 30.00' 16.70' N44° 24' 27"E 16.49' C41 12'46'19" 100.00' 22.29' S83' 36' 51"W 22.24' C2 34'54'58" 38.00' 23.16' N11' 00' 09"E 22.80' C42 117'45'08" 14.33' 29.46' S11' 38' 37"W 24.54' C3 60'00'00" 30.00' 31.42' N36° 27' 20"W 30.00' C43 12'46'19" 87.33' 19.47' S83' 36' 51"W 19.43' C4 90'00'00" 54.00' 84.82' S21' 27' 20"E 76.37' C44 104'59'39" 29.33' 53.75' N37' 30' 10"W 46.54' C5 045'00'00" 54.00' 42.41' S46' 02' 40"W 41.33' C45 25'00'00" 54.00' 23.56' SO2' 30' 00"W 23.38' C6 39'50'50" 54.00' 37.56' S88' 28' 05"W 36.80' C46 20'00'00" 30.00' 10.47' N00' 00' 00"W 10.42' C7 15'09'10" 54.00' 14.28' N64' 01' 55"W 14.24' C47 79'59'34" 39.33' 54.92' N50' 00' 13"E 50.56' C8 20'00'00" 30.00' 10.47' S66' 27' 20"E 10.42' C48 90'00'00" 29.33' 46.07' N45' 00' 00"W 41.48' C9 35'00'00" 30.00' 18.33' N86' 02' 40"E 18.04' C4945'00'00" 132.24' 54.00' 42.41' S22' 30' 00"E 41.33' C10 59'59'58" 30.00' 31.42' S38' 32' 39"W 30.00' C50 105°00'00" 30.00' 54.98' N07' 30' 00"E 47.60' C11 15'00'00" 112.00' 29.32' N16' 02' 40"E 29.24' C51 008°56'02" 743.00' 115.85' N46' 44' 28"W 115.74' C12 35'00'00" 112.00' 68.42' N41' 02' 40"E 67.36' C52 028'01'35" 72.67' 35.55' S75' 59' 13"E 35.19' C13 16'26'09" 88.00' 25.24' S50' 19' 35"W 25.16' C53 090°00'00" 72.67' 114.15' S16' 58' 25"E 102.77' C14 29'47'16" 146.00' 75.90' N57' 00' 09"E 75.05' C54 023'33'41" 49.33' 20.29' N16' 14' 44"E 20.14' C15 31'25'15" 54.000 29.61' N87' 36' 25"E 29.24' C55 040'28'31" 150.67' 106.44' S24' 42' 09"W 104.24' C16 74'51'25" 30.00' 39.19' S65' 53' 21 "W 36.47' C56 13'31'35" 190.67' 45.01' S51' 42' 12"W 44.91' C17 51'08'51" 29.33' 26.19' SO2' 53' 13"W 25.32' C57 31°43'16" 32.00' 17.72' N32' 36' 06"W 17.49' C18 10'00'00" 132.50' 23.13' S76' 27' 20"E 23.10' C58 45'00'00" 44.00' 34.56' N05' 45' 32"E 33.68' C19 20'00'00" 167.50' 58.47' N88' 32' 40"E 58.17' C59 10100'00" 155.00' 27.05' S76' 27' 20"E 27.02' C20 20'00'00" 132.50' 46.25' S88' 32' 40"W 46.02' C60 13'32'40" 42.00' 9.93' S06' 46' 20"W 9.91' C21 96'31'50" 30.00' 50.54' N33' 11' 25"W 44.77' C61 14'50'51" 42.43' 10.99' N07' 30' 00"E 10.96' C22 20'00'00" 188.00' 65.62' N25' 04' 30"E 65.29' C62 25'00'00" 42.00' 18.33' SO2' 30' 00"W 18.18' C23 20'00'00" 212.000 74.00' S25' 04' 30"W 73.63' C63 20'00'00" 42.00' 14.66' N00° 00' 00"W 14.59' C24 30'00'00" 162.00' 84.82' S00' 04' 30"W 83.86' C64 10'00'00" 42.00' 7.33' S05' 00' 00"W 7.32' C25 35'00'00" 88.00' 53.76' NO2' 34' 30"E 52.92' C65 45°00'00" 42.00' 32.99' S22° 30' 00"E 32.15' C26 50'00'00" 54.00' 47.12' SO4' 55' 30"E 45.64' C66 105°00'00" 42.00' 76.97' N07' 30' 00"E 66.64' C27 75'00'00" 30.00' 39.27' N07° 34' 30"E 36.53' C67 60'02'17" 29.33' 30.73' S75' 01' 08"E 29.35' C28 27'00'59" 54.00' 25.46' S31° 34' 00"W 25.23' C68 15'02'17" 34.67' 9.10' S82' 28' 52"W 9.07' C29 77'02'57" 17.50' 23.53' S41' 24' 02"E 21.80' C69 107'35'11" 2.33' 4.38' N36' 12' 28"E 3.76' C30 26'48'43" 32.50' 15.21' N16' 16' 55"W 15.07' C70 35'00'00" 42.00' 25.66' N11' 02' 40"E 25.26' C31 19'09'30" 30.00' 10.03' S51' 10' 29"W 9.98' C71 60'00'00" 42.00' 43.98' N36' 27' 20"W 42.00' C32 105'00'00" 54.00' 98.96' N07' 30' 00"E 85.68' C72 90'00'00" 42.00' 65.97' S21' 27' 20"E 59.40' C33 45'00'00" 30.00' 23.56' S22° 30' 00"E 22.96' C73 45'00'00" 42.00' 32.99' S46' 02' 40"W 32.15' C34 10'00'00" 30.00' 5.24' S05' 00' 00"W 5.23' C74 39°50'50" 42.00' 29.21' S88' 28' 05"W 28.62' C35 20'00'00" 54.00' 18.85' N00° 00' 00"W 18.75' C75 15'09'10" 42.00' 11.11' N64' 01' 55"W 11.08' C36 25'00'00" 30.00' 13.09' SO2' 30' 00"W 12.99' C76 20°00'00" 42.00' 14.66' S66' 27' 20"E 14.59' C37 15'00'00" 54.00' 14.14' N07' 30' 00"E 14.10' C77 35'00'00" 42.00' 25.66' N86' 02' 40"E 25.26' C38 98'32'40" 30.00' 51.60' S49° 16' 20"W 45.47' C78 15'00'00" 100.00' 26.18' N16' 02' 40"E 26.11' C39 71'27'20" 30.00' 37.41' N35' 43' 40"W 35.04' C79 35°00'00" 100.00' 61.09' N41° 02' 40"E 60.14' C40 90'01'03" 39.00' 61.27' N45' 00' 31 "E 55.16' C80 16'26'09" 100.00' 28.69' S50' 19' 35"W 28.59' DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 Line Table Radius Length Line # Line Table L103 93.33' Line # Length Direction Line # Length Direction L35 105.09' N45' 00' 00"W L69 42.67' N00' 00' 00"W L36 47.49' N00' 00' 00"W L70 18.67' N00° 00' 00"W L37 23.01' S90° 00' 00"W L71 45.13' N90' 00' 00"E L38 20.55' N90' 00' 00"E L72 97.06' S61' 58' 25"E L39 39.52' S10' 00' 00"W L73 41.86' S28' 01' 35"W L40 66.31' N10' 00' 00"W L74 31.24' S00' 00' 00"E L41 86.41' S15' 00' 00"W L75 19.16' N45' 00' 00"E L42 47.95' N90' 00' 00"W L76 26.55' N74' 57' 43"E L43 49.50' N90' 00' 00"E L77 22.21' S89' 59' 57"E L44 25.02' S00' 00' 00"E L78 14.57' N17' 35' 08"W L45 132.24' N71' 27' 20"W L79 63.46' N72' 24' 52"E L46 15.53' N18' 14' 25"E L80 164.09' N71' 27' 20"W L47 135.44' N18' 14' 25"E L81 36.54' S81' 27' 20"E L48 19.84' S71' 27' 02"E L82 10.73' N13* 32' 40"E L49 59.34' N83' 32' 40"E L83 86.54' N00' 00' 00"E L50 16.08' N66' 27' 20"W L84 129.71' N15' 00' 00"E L51 170.79' N23' 32' 40"E L85 100.51' N90' 00' 00"W L52 1.44' N68' 32' 40"E L86 66.31' N10' 00' 00"W L53 86.41 S71' 36' 30"E L87 105.64' N00' 00' 00"W L54 93.33' S56' 27' 20"E L88 67.00' N90° 00' 00"E L55 11.28' S23' 32' 40"W L89 105.09' N45° 00' 00"W L56 41.62' S58' 32' 40"W L90 34.84' N60' 00' 00"E L57 72.34' S42' 06' 31 "W L91 105.09' N45' 00' 00"W L58 37.92' N06' 27' 20"W L92 105.64' N00' 00' 00"W L59 18.57' N31' 32' 00"W L93 39.52' N10° 00' 00"E L60 19.58'S10' 00' 00"W L94 66.31' N10' 00' 00"W L61 57.25' N48' 27' 43"W L95 129.71' S15' 00' 00"W L62 30.06' S85' 59' 41 "W L96 57.47' S00' 00' 00"E L63 16.00' N04° 00' 19"W L97 4.83' N81° 27' 20"W L64 8.25' N41' 32' 17"E L98 91.20' N28° 32' 40"E L65 53.76' N48' 27' 43"W L99 49.93' N06' 27' 20"W L66 13.18' N16' 44' 28"W L100 16.08' N66' 27' 20"W L67 113.04' N28' 15' 32"E L101 170.79' N23' 32' 40"E L68 13.42' S90' 00' 00"W L102 86.41' S71° 36' 30"E DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 OWNER MAGUIRE PARTNERS - SOLANA LAND L.P. 9 Village Circle, Suite 500 Roanoke, Texas 76262 Curve Table Line Table Radius Length Line # Length Direction L103 93.33' S56' 27' 20"E L104 24.58' S76' 27' 20"E L105 14.37' N68' 32' 40"E L106 40.75' N08' 32' 40"E L107 11.28' N23' 32' 40"E L108 41.62' N58' 32' 40"E L109 72.34' N42' 06' 31 "E L110 205.48' S90' 00' 00"E L111 76.36' N12' 03' 00"E L112 20.45' NOT USED 15'09'10" L113 1.44' N68' 32' 40"E L114 7.28' S63' 17' 25"E L115 22.27' N16' 29' 40"E L116 94.46' N16' 29' 40"E L225 2.66' S90' 00' 00"W OWNER MAGUIRE PARTNERS - SOLANA LAND L.P. 9 Village Circle, Suite 500 Roanoke, Texas 76262 Curve Table Curve # Delta Radius Length Chord Bearing Chord Length C81 29'47' 16" 134.00' 69.67' N57' 00' 09"E 68.88' C82 101'38'45" 42.00' 74.51' S57' 16' 50"E 65.12' C83 74'45'35" 42.00' 54.80' S65' 55' 27"W 51.00' C84 101'38'53" 30.00' 53.22' S57' 16' 46"E 46.51' C85 60'00'00" 54.00' 56.55' N36' 27' 20"W 54.00' C86 90'00'00" 30.00' 47.12' S21' 27' 20"E 42.43' C87 45'00'00" 30.00' 23.56' S46' 02' 40"W 22.96' C88 39'50'50" 30.00' 20.86' S88' 28' 05"W 20.45' C89 15'09'10" 30.00' 7.93' N64' 01' 55"W 7.91' C90 19'30'37" 54.15' 18.44' S66' 13' 28"E 18.35' C91 84'20'59" 30.00' 44.17' N33' 48' 17"W 40.28' C92 35'00'00" 88.00' 53.76' N41' 02' 40"E 52.92' C93 16'26'09" 112.00' 32.13' S50' 19' 35"W 32.02' C94 29'47' 16" 122.00' 63.43' N57' 00' 09"E 62.72' C95 18'45'42" 172.67' 56.54' S67' 50' 50"W 56.29' C96 15'10'27" 88.00' 23.31' N15' 57' 26"E 23.24' C97 05'03'55" 1466.56' 129.65' N21' 01' 29"E 129.61' C98 22'39'01 " 30.00' 11.86' N82' 43' 57"W 11.78' C99 23'50'13" 708.00' 294.55' N43' 49' 53"W 292.43' C136 12'46'19" 112.67' 25.12' S83' 36' 51 "W 25.06' C137 17'26'16" 160.00' 48.70' S68' 30' 33"W 48.51' C138 06'42'30" 147.33' 17.25' 1 S73' 52' 26"W 17.24' FINAL PLAT OF WESTLAKE ENTRADA STREETS AND LOTS ANNOTATION ONLY BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1-3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3X & 4X A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 1958, JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 SURVEYOR/ENGINEER Brown & Gay Engineers, Inc. 500 West 7th St., Suite 1800, Fort Worth, TX 76102 Tel: 817-887-6130 • www.browngay.com TBPE Registration No. F-1046 Copyright 2015 THIS PLAT FILED IN INSTRUMENT N0._______________ SHEET 3 OF 5 C) z LU LU zo T y O- r m� (1 10'X 10' L142 X22° W. E. J 0 (O/� /\ 16, 597 S . 0.381 AC . . Ll 43--,_, �I /c0 I� 15' D.E. EOJ LEC �� � I I MT G, �Q // / VARIABLE LM50 L145 1 1-- 6' S.S.E. = 110 7,40I_ L155 J J J J 6.48' 5.84' L159193' - - 590 Ll . L157 I� Ov L196 11.84'�76Q 197 // �� �� ��.`� 10' ELEC ��65 L198 PROP 15 TCMUD / / �Q / � 9� ESMT 15 1 WATERLINE ESMT / / i �� G 6 - v - D. E. ��16 / L199 (BY SEPARATE INST.) / / / �Q, 10'X10' L161 2 L166 - / W. E. 0) �v/ 8, 269 S. F. i to Q / � 0. 190 AC. N 6' LIGHT ESMT �& DUCT BANK ESMT 24' STREET, FIRE LANE WATER EASEMENT3 C111 Q / C125 (IV, 53, 038 S.F. II 1.218 A C . , I Ir I // Go � i15' D. E. ( /10 O /\n/ \v \ C124 'o ^O \\ lam^ N L170 O 5' D.B. -� I W. E. i to L226 -�'� �, L228 X233` h ,�`�� I-' 54, 7' r' ��\�23 L220 L235 1. 2! / \ L227 ��\ `� - L234 °•�° L221 L203 i 5' X�0 �2d,� 0135 L204 C' 12q L2 ___ __ I 29 i 6' LIGHT ESMT �& DUCT BANK ESMT 6, 661 S.F. �\ 0 . 153 AC. I �� L171 � 10 X 10' \ 10' ELEC I W E 1 56, 274 S . F 1. 292 AC. O Scale:4• • 4• :• 87 HW W/D TN 14 w� AAIB �• .fin 6 S VARIABLE -lam / LANDSCAPE BUFFER EX. PUBLIC ACCESS & _ UTILITY EASEMENT / VOL. 9172, PG. 727 (PG. 771 -778) O / mV �� AIVpOR----_ RA ' ;/ 4/, 028 S.F. L124 �� „ N�.092 AC. 10i 0II 10'X10' `y� ���CI Scale: 1 = 40 ON __jW.E. /O �I L125 , 0' 40' 80' 126 15' ' PROP 15' TCMUD / / ��r1,rL �� D. E. j WATERLINE ESMT // O C/0 (BY SEPARATE INST.) / / / / 7128 S. F. 1 0. 164 AC. 2 IN // ��,/L118 6' LIGHT ESMT & ' 3, 325, 491 S.F. / 'L117r DUCT BANK ESMT z� � D8 S. F. �" 76. 343 AC. �3 L119 / 1 56 AC. 1 / '' � \C-720 3,325,491 S.F. 76.343 AC. /RO/V FT WALL, LIGHTING, L183 1.13, 86 IRRIGATION & MAINTENANCE ESMT Ov L185 L184 L182�p L181� \ (1 ESMT I v� \ L177 OO7 L179 I� �� L173 1 ,r \ �v L174 /-1 O'X20' \ TRI -COUNTY ESMT r17 . \ \ \ S L176 L208 0- 'Y� \ L209 ,pO �` <\ \\ \ \\210 Curve Table / Delta Radius Length Chord Bearing Chord Length C100 045'00'00" 27.00' 21.21' S46'02'40"W EX. PUBLIC ACCESS & 090'00'00" UTILITY EASEMENT 42.41' S21 *27'20"E 38.18' VOL. 9172, PG. 727 / J 57.00' 11.93, (PG. 771 -778) / C103 036'02'00" 60.00' 37.73' 1\124'28'20"W 37.12' C104 '//� LIGHT L138 L139( S57'16'46"E 413' 1 ESMT 029'47'16" (1 10'X 10' L142 X22° W. E. J 0 (O/� /\ 16, 597 S . 0.381 AC . . Ll 43--,_, �I /c0 I� 15' D.E. EOJ LEC �� � I I MT G, �Q // / VARIABLE LM50 L145 1 1-- 6' S.S.E. = 110 7,40I_ L155 J J J J 6.48' 5.84' L159193' - - 590 Ll . L157 I� Ov L196 11.84'�76Q 197 // �� �� ��.`� 10' ELEC ��65 L198 PROP 15 TCMUD / / �Q / � 9� ESMT 15 1 WATERLINE ESMT / / i �� G 6 - v - D. E. ��16 / L199 (BY SEPARATE INST.) / / / �Q, 10'X10' L161 2 L166 - / W. E. 0) �v/ 8, 269 S. F. i to Q / � 0. 190 AC. N 6' LIGHT ESMT �& DUCT BANK ESMT 24' STREET, FIRE LANE WATER EASEMENT3 C111 Q / C125 (IV, 53, 038 S.F. II 1.218 A C . , I Ir I // Go � i15' D. E. ( /10 O /\n/ \v \ C124 'o ^O \\ lam^ N L170 O 5' D.B. -� I W. E. i to L226 -�'� �, L228 X233` h ,�`�� I-' 54, 7' r' ��\�23 L220 L235 1. 2! / \ L227 ��\ `� - L234 °•�° L221 L203 i 5' X�0 �2d,� 0135 L204 C' 12q L2 ___ __ I 29 i 6' LIGHT ESMT �& DUCT BANK ESMT 6, 661 S.F. �\ 0 . 153 AC. I �� L171 � 10 X 10' \ 10' ELEC I W E 1 56, 274 S . F 1. 292 AC. O Scale:4• • 4• :• 87 HW W/D TN 14 w� AAIB �• .fin 6 S VARIABLE -lam / LANDSCAPE BUFFER EX. PUBLIC ACCESS & _ UTILITY EASEMENT / VOL. 9172, PG. 727 (PG. 771 -778) O / mV �� AIVpOR----_ RA ' ;/ 4/, 028 S.F. L124 �� „ N�.092 AC. 10i 0II 10'X10' `y� ���CI Scale: 1 = 40 ON __jW.E. /O �I L125 , 0' 40' 80' 126 15' ' PROP 15' TCMUD / / ��r1,rL �� D. E. j WATERLINE ESMT // O C/0 (BY SEPARATE INST.) / / / / 7128 S. F. 1 0. 164 AC. 2 IN // ��,/L118 6' LIGHT ESMT & ' 3, 325, 491 S.F. / 'L117r DUCT BANK ESMT z� � D8 S. F. �" 76. 343 AC. �3 L119 / 1 56 AC. 1 / '' � \C-720 3,325,491 S.F. 76.343 AC. /RO/V FT WALL, LIGHTING, L183 1.13, 86 IRRIGATION & MAINTENANCE ESMT Ov L185 L184 L182�p L181� \ (1 ESMT I v� \ L177 OO7 L179 I� �� L173 1 ,r \ �v L174 /-1 O'X20' \ TRI -COUNTY ESMT r17 . \ \ \ S L176 L208 0- 'Y� \ L209 ,pO �` <\ \\ \ \\210 Curve Table Curve # Delta Radius Length Chord Bearing Chord Length C100 045'00'00" 27.00' 21.21' S46'02'40"W 20.66' C101 090'00'00" 27.00' 42.41' S21 *27'20"E 38.18' C102 023'58'00" 57.00' 23.84' N54'28'20"W 23.67' C103 036'02'00" 60.00' 37.73' 1\124'28'20"W 37.12' C104 101'38'53" 24.00' 42.58' S57'16'46"E 37.21' C105 029'47'16" 116.00' 60.31' N57'00'09"E 59.63' C106 016'26'09" 118.00' 33.85' S50'19'36"W 33.73' C107 035'00'00" 82.00' 50.09' N41'02'40"E 49.32' C108 015'07'13" 82.00' 21.64' N15'59'03"E 21.58' C109 051'08'55" 24.00' 21.42' N17'00'56"W 20.72' C110 015'00'00" 60.00' 15.71' N07'30'00"E 15.66' EX. PUBLIC ACCESS & 0- \ \0 �\ 10, UTILITY EASEMENT VOL. 9172, PG. 727 �j \ (PG. 771 -778) \ ' I 'N1 / t-212 16 \ C� Curve Table Curve # Delta Radius Length Chord Bearing Chord Length C111 025'00'00" 24.00' 10.47' S02'30'00"W 10.39' C112 020'00'00" 60.00' 20.94' N00'00'00"W 20.84' C113 010'00'00" 24.00' 4.19' S05'00'00"W 4.18' C114 045°00'00" 24.00' 18.85' S22'30'00"E 18.37' C115 089'55'48" 60.00' 94.17' N00'02'06"W 84.80' C116 009'06'15" 63.00' 10.01' N49'42'36"E 10.00' C117 028°22'27" 65.00' 32.19' S30'53'16"W 31.86' C118 075'00'00" 19.00' 24.87' N07'34'30"E 23.13' C119 050°00'00" 65.00' 56.72' SO4'55'30"E 54.94' C120 035'00'00" 77.00' 47.04' NO2'34'30"E 46.31' C121 030'00'00" 173.00' 90.58' S00'04'30"W 89.55' S\ 3 '25 S. F. 161 AC. / Cx / / Curve Table Curve # Delta Radius Length Chord Bearing Chord Length C122 006' 15'17" 223.00' 24.34' S 18' 12'08"W 24.33' C123 040'59'26" 35.00' 25.04' N30'29'43"E 24.51' C124 020°00'00" 25.00' 8.73' N00'00'00"W 8.68' C125 003'32'28" 59.00' 3.65' S08'13'46"E 3.65' C126 028°01'35" 54.00' 26.41' S75'59'13"E 26.15' C127 090'00'00" 54.00' 84.82' S16'58'25"E 76.37' C128 023'33'41 " 68.00' 27.96' N 16' 14'44"E 27.77' C129 040°28'31" 132.00' 93.25' S24'42'09"W 91.32' C130 013'32'12" 172.00' 40.64' S51'42'31 "W 40.54' C131 016°23'22" 148.00' 42.34' S53'08'05"W 42.19' C132 040'28'31" 108.00' 76.29' S24'42'09"W 74.72' Line Table Line Table Line # Length Direction Line # Length Direction L117 10.00' N18' 32' 40"E L137 10.63' S77' 59' 00"E L118 10.00' N71' 27' 20"W L138 12.76' N00' 00' 00"E L119 10.00' N18' 32' 40"E L139 8.55' N90' 00' 00"W L120 106.40' N71' 27' 20"W L140 9.58' N90' 00' 00"E L121 10.12' N48' 32' 40"E L141 10.00' N00' 00' 00"E L122 13.08' N48' 32' 40"E L142 10.00' N90' 00' 00"W L123 15.00' S41' 27' 20"E L143 17.09' S65' 04' 15"W L124 10.00' N83' 32' 40"E L144 15.00' S24' 55' 45"E L125 10.00' S06' 27' 20"E L145 10.12' N65' 04' 15"E L126 10.00' N83' 32' 40"E L146 14.78' N00' 00' 00"E L127 10.00' S66' 27' 20"E L147 15.76' N72' 06' 00"W L128 10.00' S23' 32' 40"W L148 19.63' S00' 00' 00"E L129 10.00' N66' 27' 20"W L149 19.30' N00' 00' 00"E L130 10.00' S33' 32' 40"W L150 10.00' N90' 00' 00"W L131 10.00' S56' 27' 20"E L151 19.30' S00' 00' 00"E L132 10.23' N33' 32' 40"E L152 NOT USED L133 10.00' S48' 41' 02"E L153 NOT USED L134 20.00' N41' 02' 40"E L154 NOT USED L135 10.00' N48' 41' 02"W L155 161.59' S84' 57' 48"W L136 11.00' S12' 01' 00"W L156 18.27' S84' 57' 48"W Curve Table Curve # Delta Radius Length Chord Bearing Chord Length C133 023'33' 16" 92.00' 37.82' N 16' 14'57"E 37.56' C134 090'00'00" 30.00' 47.12' S16'58'25"E 42.43' C135 028'01'35" 30.00' 14.67' S7559'13"E 14.53' Line Table Line Table Line Table Line # Length Direction Line # Length Direction Line # Length Direction L157 10.03' N38' 45' 14"W L177 36.29' S90' 00' 00"W L197 3.00' N77' 45' 50"W L158 10.00' N51' 14' 46"E L178 10.00' S00' 00' 00"E L198 6.01' S15' 00' 00"W L159 9.75' S38' 45' 14"E L179 36.71' N90' 00' 00"E L199 3.00' N77' 45' 50"W L160 31.30' NO2' 58' 46"W L180 16.77' N34' 45' 40"E L200 112.89' S15' 00' 00"W L161 10.00' S87 01' 14"W L181 15.00' S55' 14' 20"E L201 66.31' S10' 00' 00"E L162 32.71' S02' 58' 46"E L182 9.38' S34' 45' 40"W L202 39.52' S10' 00' 00"W L163 38.52' S55' 04' 38"E L183 10.00' SO4' 57' 46"W L203 3.00' S89' 05' 05"E L164 17.45' S55' 04' 38"E L184 20.00' N85' 18' 32"W L204 6.00' N00' 00' 00"W L165 16.87' S75' 00' 00"W L185 10.00' N04' 57' 46"E L205 3.00' S89' 05' 05"E L166 15.00' S15' 00' 00"E L186 2.95' N22' 55' 15"W L206 98.22' SOO' 00' 00"E L167 14.87' N75' 00' 00"E L187 170.79' N23' 32' 40"E L207 26.98' S45' 00' 00"E L168 25.71' S60' 00' 44"E L188 16.08' N66' 27' 20"W L208 3.00' N45' 31' 12"E L169 15.00' S29' 55' 40"W L189 3.00' N47' 30' 40"E L209 6.00' N45' 00' 00"W L170 13.85' N60' 00' 44"W L190 37.92' NOF 27' 20"W L210 3.00' N45' 31' 12"E L171 10.00' N90' 00' 00"E L191 72.34' S42' 06' 31 "W L21 1 72.12' S45' 00' 00"E L172 10.00' N00' 00' 00"W L192 41.62' S58' 32' 40"W L212 3.01' N40' 17' 24"W L173 10.00' N90' 00' 00"E L193 11.28' S23' 32' 40"W L213 9.00' N35' 44' 16"W L174 10.00' N45' 16' 18"E L194 6.04' S54' 35' 26"W L214 123.21' N45° 04' 30"E L175 20.00' S45° 00' 00"E L195 75.47' S00' 00' 00"E L215 67.37' N29' 55' 30"W L176 10.00' S45' 16' 18"W L19610.81' I S15' 00' 00"W L216 15.09' N20' 04' 30"E DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 OWNER Line Table Line # Length Direction L217 10.09' N14' 55' 30"W L218 48.72' N1 F 04' 30"E L219 11.00' S69' 55' 30"E L220 41.90' S90' 00' 00"W L221 43.15' S90' 00' 00"W L222 19.69' S10' 00' 00"W L223 66.31' N10' 00' 00"W L224 3.18' N68' 32' 40"E L226 5.00' S28' 01' 35"W L227 10.00' S61' 58' 25"E L228 5.00' S28' 01' 35"W L229 42.47' S90' 00' 00"W L230 97.06' N61' 58' 25"W L231 41.86' N28' 01' 35"E L232 41.86' N28' 01' 35"E L233 97.06' N61' 58' 25"W L234 42.47' S90' 00' 00"W L235 1.41' S00' 00' 00"E FINAL PLAT OF WESTLAKE ENTRADA EASEMENTS ANNOTATION ONLY BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1-3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3X & 4X A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 1958, JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 SURVEYOR/ENGINEER MAGUIRE PARTNERS - Brown &Gay Engineers, Inc. 500 West 7th St., Suite 1800, Fort Worth, TX 76102 SOLANA LAND L.P. Tel: 817-887-6130 • www.browngay.com 9 Village Circle, Suite 500 TBPE Registration No. F-1046 Roanoke, Texas 76262 Copyright 2015 THIS PLAT FILED IN INSTRUMENT NO._ SHEET 4 OF 5 E n n XT z N Y U Z Of w w z Z UJ Q c� 06 Z 0 m OWNER'S CERTIFICATION: STATE OF TEXAS § COUNTY OF TARRANT § WHEREAS, MAGUIRE PARTNERS-SOLANA LAND, L.P., is the owner of a tract or parcel 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, Town of Westlake, 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, Deed Records, Tarrant County Texas, and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod with yellow cap found for the southwest corner of Lot 2R1, Block 1 of the Westlake/Southlake Park Addition No. 1, an addition to the Town of Westlake as recorded in County Clerk File Number D209080990, Deed Records, Tarrant County, Texas, said point being on the northerly right-of-way line of Solana Boulevard (formerly Kirkwood Boulevard (a variable width right-of-way) as recorded in County Clerk File Number D208427746, Deed Records, Tarrant County, Texas, and being the beginning of a non -tangent curve to the left whose chord bears North 48'21 '39" West, 229.46 feet; THENCE along the Northeasterly right-of-way of said Solana Boulevard the following course: In a Northwesterly direction along said curve to the left having a central angle of 9° 13'00", a radius of 1428.00 feet, and an arc length of 229.71 feet to a 1/2 inch iron rod with red cap found for corner; North 53°03' 15" West a distance of 32.60 feet to a 1/2 inch iron rod with red cap found for corner, said point being at the beginning of a curve to the right whose chord bears North 43°35'55" West, 201.08 feet; In a Northwesterly direction along said curve to the right having a central angle of 18'54'41 ", a radius of 612.00 feet, and an arc length of 202.00 feet to a 1/2 inch iron rod with red cap found for corner, said point being at the beginning of a compound curve to the right whose chord bears North 22°05'07" West, 339.24 feet; In a Northwesterly direction along said curve to the right having a central angle of 24°06'54", a radius of 812.00 feet, and an arc length of 341.76 feet to a 1/2 inch iron rod with red cap found for corner; North 10°01'40" West a distance of 132.24 feet to a 5/8 inch iron rod with yellow cap stamped "BGE" set for corner, said point being at the beginning of a curve to the left whose chord bears North 32°53'20" West, 550.11 feet; In a Northwesterly direction along said curve to the left having a central angle of 45°43'19", a radius of 708.00 feet, and an arc length of 564.98 feet to a 1/2 inch iron rod with yellow cap found for corner; North 55°45'00" West a distance of 190.50 feet to a 1/2 inch iron rod with red cap found for corner, said point being a corner clip for an intersection of Northerly line Solana Boulevard (a variable width right-of-way)and the Southerly line of Davis Boulevard (a variable width right-of-way); THENCE along the Southerly right-of-way line of said Davis Boulevard the following course: North 09°29'30" West a distance of 21.41 feet to a 1/2 inch iron rod with yellow cap found for corner, said point being at the beginning of a curve to the left whose chord bears North 26`34'42" East, 402.58 feet; In a Northeasterly direction along said curve to the left having a central angle of 16°09'58", a radius of 1431.56 feet, and an arc length of 403.91 feet to a 1/2 inch iron rod with yellow cap found for corner; North 18° 14'25" East a distance of 185.36 feet to a 1/2 inch iron rod with yellow cap found for corner; North 16°29'40" East a distance of 322.70 feet to a 1/2 inch iron rod with yellow cap found for corner, said point being a corner clip in the Southerly line for the intersection for said Davis Boulevard and the Southerly line of State Highway 114 (a variable width right-of-way); THENCE along the Southerly line of State Highway 114 the following course: North 59°33'30" East a distance of 44.59 feet to a 5/8 inch iron rod found for corner; South 71°41'39" East a distance of 254.06 feet to a TxDOT brass disk found for corner; South 77°57'00" East a distance of 747.19 feet to a TxDOT brass disk found for corner; South 71°36'25" East a distance of 1443.85 feet to a TxDOT brass disk found for corner; South 63°07'25" East a distance of 404.34 feet to a TxDOT brass disk broken found for corner, said point being at the beginning of a curve to the right whose chord bears South 58°57'40" East, 393.11 feet; In a Southeasterly direction along said curve to the right having a central angle of 8° 19'09", a radius of 2709.79 feet, and an arc length of 393.46 feet to a 5/8 inch iron rod with yellow cap stamp "BGE" set for corner; South 54°48'10" East a distance of 399.24 feet to a 5/8 inch iron rod with yellow cap stamped "BGE" set for corner for corner; South 64°52'25" East a distance of 56.55 feet to a 5/8 inch iron rod with yellow cap found for corner, said point being at the beginning of a curve to the right whose chord bears South 43°46'50" East, 107.32 feet; In a Southeasterly direction along said curve to the right having a central angle of 2° 13'56", a radius of 2754.79 feet, and an arc length of 107.33 feet to a 5/8 inch iron rod with yellow cap found for corner; THENCE South 89`27'05" West departing the Southerly right-of-way of said State Highway 114 and along the north line of said Lot 1, a distance of 2132.54 feet to a 5/8 inch iron rod with yellow cap stamped "BGE" set for corner; THENCE South 51°27'05" West following the northeasterly line of said Lot 2R1 a distance of 1000.00 feet to a 5/8 inch iron rod with yellow cap found for corner; THENCE South 00`32'55" East following the west line of said Lot 2R1 a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.910 acres of land, more or less. [On' 4Z63•1 (0colmW1,1 NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT MAGUIRE PARTNERS-SOLANA LAND, L.P., DO HEREBY ADOPT THIS PLAT, DESIGNATING THE HEREIN ABOVE DESCRIBED PROPERTY AS WESTLAKE ENTRADA, AN ADDITION TO THE TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS. THE EASEMENTS THEREON ARE HEREBY RESERVED FOR THE PURPOSES INDICATED, AND IN ACCORDANCE WITH THE EASEMENT DOCUMENTS FILED WITH THE TOWN OF WESTLAKE AND TARRANT COUNTY. THE UTILITY AND FIRE LANE EASEMENTS SHALL BE OPEN TO FIRE AND POLICE UNITS, GARBAGE AND RUBBISH COLLECTION AGENCIES AND THE PUBLIC AND PRIVATE UTILITIES FOR WHICH THE EASEMENT IS RESERVED, AND AS SPECIFICALLY APPROVED BY THE TOWN OF WESTLAKE FOR THE USE OF A PARTICULAR EASEMENT. THE MAINTENANCE OF PAVING OR ANY OTHER SURFACE ON THE UTILITY AND FIRE LANE EASEMENTS IS THE SOLE RESPONSIBILITY OF THE PROPERTY OWNER. NO BUILDINGS, OR OTHER PERMANENT IMPROVEMENTS SHALL BE CONSTRUCTED, RECONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS AS SHOWN. SAID EASEMENTS BEING HEREBY RESERVED FOR USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES FOR WHICH THE EASEMENT IS RESERVED, AND AS SPECIFICALLY APPROVED BY THE TOWN OF WESTLAKE. ANY PUBLIC UTILITY FOR WHICH THE EASEMENT IS RESERVED, AND AS SPECIFICALLY APPROVED BY THE TOWN OF WESTLAKE TO USE A PARTICULAR EASEMENT SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PART OF ANY BUILDINGS OR OTHER IMPROVEMENTS WHICH IN ANY WAY MAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS SYSTEM IN THE EASEMENT AND THAT PUBLIC UTILITY SHALL AT ALL TIMES HAVE FULL RIGHT OF INGRESS AND EGRESS UPON THE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, AND MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS SYSTEM, SUBJECT TO COMPLYING WITH ALL ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE TOWN OF WESTLAKE, TEXAS, AND IN ACCORDANCE WITH THE EASEMENT DOCUMENTS FILED WITH THE TOWN OF WESTLAKE AND TARRANT COUNTY. THE TOWN OF WESTLAKE, TEXAS, AND THE PUBLIC UTILITY SHALL HAVE THE RIGHT OF INGRESS AND EGRESS TO PRIVATE PROPERTY FOR THE PURPOSE OF READING METERS, MAINTENANCE AND SERVICE REQUIRED OR ORDINARILY PERFORMED BY THAT UTILITY. NO GENERIC "U.E.S" (UTILITY EASEMENTS) WILL BE ALLOWED. NO EASEMENT WILL BE ALLOWED BY SEPARATE INSTRUMENT WITHOUT WRITTEN APPROVAL BY THE TOWN OF WESTLAKE. NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS PLAT, THE OWNERS, FOR THEMSELVES AND THEIR SUCCESSORS AND ASSIGNS, RESERVE AND RETAIN THE RIGHT TO GRANT OTHER RIGHTS AND EASEMENTS ACROSS, OVER OR UNDER THE EASEMENT TRACT(S) TO SUCH OTHER PERSONS AS THE OWNERS DEEM PROPER, PROVIDED SUCH OTHER GRANTS ARE SUBJECT TO THE EASEMENTS TO THE TOWN OF WESTLAKE GRANTED IN THE EASEMENT DOCUMENTS, AND THE USES GRANTED DO NOT MATERIALLY INTERFERE WITH THE USE OF SAID EASEMENTS BY THE TOWN OF WESTLAKE FOR THE PURPOSES SET FORTH HEREIN AND THE TOWN APPROVES SAID ADDITIONAL EASEMENTS OR ADDITIONAL USES IN WRITING. ANY DAMAGES TO FACILITIES LOCATED IN SAID EASEMENTS AS A RESULT OF THE USE GRANTED TO SUCH OTHER PERSON SHALL BE PROMPTLY REPAIRED BY SUCH OTHER PERSON, AND THE TOWN OF WESTLAKE SHALL HAVE NO RESPONSIBILITY FOR ANY DAMAGE TO SUCH OTHER PERSON'S FACILITIES IN CONNECTION WITH THE USE OF SAID EASEMENT BY THE TOWN OF WESTLAKE. IN ADDITION, NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS PLAT, THE OWNERS, AND THEIR SUCCESSORS AND ASSIGNS, MAY USE THE EASEMENT TRACT(S) IDENTIFIED IN THE EASEMENT DOCUMENTS, AND SHOWN WITHIN THE BOUNDARIES OF THE PLATTED PROPERTY FOR PAVING, PEDESTRIAN WALKWAY, PARKING, LANDSCAPING AND AERIAL IMPROVEMENT PURPOSES (THE "IMPROVEMENTS"), WHICH DO NOT MATERIALLY INTERFERE WITH OR PREVENT THE USE BY THE TOWN OF WESTLAKE OF SAID EASEMENTS FOR THE PURPOSES SET FORTH HEREIN. ANY DAMAGES TO FACILITIES LOCATED IN THE EASEMENTS IDENTIFIED ON THE PLATTED PROPERTY AS A RESULT OF SUCH USES SHALL BE PROMPTLY REPAIRED BY THE THEN -CURRENT OWNER OF THE PLATTED PROPERTY THAT CAUSED SUCH DAMAGE, AND THE TOWN OF WESTLAKE SHALL HAVE NO RESPONSIBILITY FOR ANY DAMAGES TO THE IMPROVEMENTS IN CONNECTION WITH THE USE OF SAID EASEMENTS BY THE TOWN OF WESTLAKE. THIS PLAT IS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE TOWN OF WESTLAKE, TEXAS. WITNESS MY HAND THIS THE ____________ DAY OF 20____. By: MAGUIRE PARTNERS-SOLOANA LAND, L.P. a Texas limited partnership By: ----------------------------- Printed Title: ------------- Printed Name: STATE OF TEXAS § COUNTY OF _____________ § BEFORE ME, the undersigned a Notary Public, in and for The State of Texas, on this day personally appeared ________________________known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the Notary Public, State of Texas SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: day of 20----. That I, David F. McCullah, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision regulations of the Town of Westlake, Texas. Dated this the ________ day of _____________ PRELIMINARY RELEASED 11-18-15 FOR REVIEW ONLY. THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. -------------------------------------- David F. McCullah Texas Registered Professional Land Surveyor No. 4023 STATE OF TEXAS § COUNTY OF__________ § -- 20- - - - BEFORE 0 ---- BEFORE ME, the undersigned, a Notary Public, in and for The State of Texas, on this day personally appeared David F. McCullah, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______________- 20 Notary Public, State of Texas DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 OWNER MAGUIRE PARTNERS - SOLANA LAND L.P. 9 Village Circle, Suite 500 Roanoke, Texas 76262 THIS PLAT FILED IN INSTRUMENT NO. APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS on the -------day of----------------------, 20 ---- ATTEST: ---------------------------------------------- MAYOR ----------------------------------------------- TOWN SECRETARY 0 1110,721110 UT X -IM 031 TOWN ATTORNEY TOWN ENGINEER NOTES 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network -Texas State Plane Coordinate System, NAD83, North Central Zone (4202). 2. No Floodplain exists on this site. 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to fines and withholding of utilities and building permits. 4. No generic "U.E.s" (utility easements) will be allowed. No easement will be allowed by separate instrument without written approval by the Town of Westlake. 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". 6. See Sheets 3 of 5, & 4 of 5 for dimension of street right-of-ways, centerlines, annotation of lots and easements. FINAL PLAT OF WESTLAKE ENTRADA BLOCK A, LOT 1, BLOCK B, LOT 1, BLOCK M, LOTS 1-3, BLOCK N, LOTS 1-6X & BLOCK O, LOTS 1, 2,3x & 4x A BEING A TOTAL OF 85.910 ACRES IN THE C.M. THROOP SURVEY, ABSTRACT NO. 1510, W. MEDLIN SURVEY, ABSTRACT NO. 19581 JOSEPH HENRY SURVEY, ABSTRACT NO. 742 & WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS NOVEMBER 2015 SURVEYOR/ENGINEER Brown & Gay Engineers, Inc. 500 West 7th St., Suite 1800, Fort Worth, TX 76102 Tel: 817-887-6130 • www.browngay.com TBPE Registration No. F-1046 Copyright 2015 SHEET 5 OF 5 0 ;_ a 00 M CV i 0 N 0 N 0 Z 0 U Uj z - U C6 U) of wi w zH 31 zi Lu Z (D ON z U X 'o ca a GENERAL NOTES 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE CONSTRUCTION. 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND / OR RELOCATIONS. 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL APPROVAL OF THE PROJECT. 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 1-800-344-8377 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON PROJECT. 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN JULY 2014.. 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL MUNICIPALITY. 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. TOWN OF WESTLAKE GENERAL NOTES 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. WATER NOTES: 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CONSTRUCTION. 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA -LUG). USE DOMESTIC DUCTILE IRON FITTINGS ONLY. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 48". 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. 13. WATER MAINS TO BE LOCATED PER THE PLANS. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION INSPECTOR. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE -ON -SIZE TAPS ALLOWED. 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. SANITARY SEWER NOTES: 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CONSTRUCTION. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(13)). REFER TO MANHOLE DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. 11. NO SERVICES ALLOWED ON CLEANOUT STACK. 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE DURING CONSTRUCTION. 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR -35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR -26 IF DEPTH OF LINE IS GREATER THAN 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). STORM DRAIN NOTES: 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. 2. NO PRECAST CURB INLETS. 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18" AND ABOVE IN DIAMETER AND SDR -35 POLYVINYL CHLORIDE (PVC) PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PAVING NOTES: 1. CONTRACTORS WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL MUNICIPALITY. 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT CONCRETE AND/OR ASPHALT EDGES. 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS15349OR2 PREPARED BY EWI AND DATED SEPTEMBER, 2015 TROPHY CLUB o t DESCRIPTION f o J �O CRE�'� 0� G�� BOB JAMES Medlin Cemetery MEAOO� Golf 2 Y CHECKED BY: 5v� �OpFI 2 PROJECT NUMBER: Course < FAlgyq SEMINOLE 9� < o _ U F� o W4114 �x x �p F FRESHMEADOti ma m p N e 114 G� C1 rN = ww z x s,�G �u� dLij I \ INVERNESS `gym Y Q J WESTLAKE n INVERNE N -� � o /) KING SITE 114 0 N a SOLANA 0 nor DOVE ROAD oto o�s� 9 �poa U) U) VICINITY MAP (NOT TO SCALE) OVERALL LEGEND FH 4- SSMH • PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED STORM INLET PROPOSED STREET LIGHT EXISTING TRANSFORMER EXISTING STREET LIGHT EXISTING GAS METER EXISTING ELECTRIC MANHOLE EXISTING SIGN EXISTING FIRE HYDRANT , F3 iiiii Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering • Development • Construction Q U� Z w Y w UY OQ J J m � M U) LLI0 Q X Uj Z) (n O W U U z Q � M Q N ~ U W zQ W 00W LL O >z O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 H CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. GENERAL NOTES EVISIONS EV NO. DATE DESCRIPTION f DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. GENERAL NOTES or 0 x E 00 M N I NN O N 0 Z 0 U UM Z U Cn w Lu zW c� U) ZI Lu QQ Z 0 0 �o O� CO 6 REMOVE 45 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT DAVIS BLVD REMOVE 87 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT REMOVE 18 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT REMOVE 166 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT TROPHY CLUB o EV NO. DATE DESCRIPTION f o CRE00� 0BOB JAMES Medlin MEAD0 �F ASN\ Cemetery Golf �"� Course r Y J `��N TROPHY ti �FFF9 DATE: FAlf�q SEMINOLE 7- LG o0 M cI 0 i �P O Gw TQ° A F FRESHMEADOII Mo m o Q 114 °° °ti u s W w a z X W INVERNESS Q WESTLAKE (3INVERNE N � 0 U) KING a 'ITE 114 0 D a SO ANA 0 nor DOVE ROAD n3� ~ 9 o �ooa x N VICINITY MAP (NOT TO SCALE) C "'= iiiii Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . 0*velopment • Construct, .i W QQ el�"V (D C) X QU > Q LU > U U Z Horizontal Scale: 1" = 20' Q Z) Z cno Z 0' 20' 40' W 0 Z � QQ Z U W C- °- o W zQ LL, Q — ..~ � Z C� (� °° U) 0 0 W w L ILL 3: La- C/) O 0 Z > J 3: U Q o NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 PAVEMENT LEGEND (SEE GEOTECHNICAL REPORT) CONCRETE PAVERS ABOVE 3/4" OF SAND AND 5.5" 3,600 PSI CONCRETE W/ #3 BARS ON 18" O.C.E.W. ON 6" OF LIME/CEMENT TREATED STABILIZED SUBGRADE. SEE ARCH. PLANS FOR PAVERS TYPE AND LOCATION PROPOSED SIDEWALK 4" 3,500 PSI CONC. PAVEMENT W/ #3 BARS ® 24" O.C.E.W ON 6" STABILIZED SUBGRADE THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 I I CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. C10 EVISIONS EV NO. DATE DESCRIPTION f DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. C10 i ar0 T- E E N 1 0 N 0 N 0 Z 0 U 0 Uj z0 0 U7 N w Lu i ZLLJ �V) Zi Lu Z j 6Cn .n Z 0 0 'o of 00 C7 DAVIS BLVD (VARIABLE WIDTH R.O.W.) TROPHY CLUB o Area (sq ft) Area (Acres) Coeff C Asphalt/Conc. Commercial Single Family Grass 0.95 0.7 0.65 0.35 o 5 YR Intensity (in/hr) 5 YR FLOW (CFS) I 100 YR FLOW (CFS) �� 0 �V CRE�'����'� BOB JAMES Medlin Cemetery 4 MEApO Golf y Y 10 �`'N\ gER 5E� G\v0 SAN TROPHY 2 12 Course FAIL SEMINOLE vF -00 J o r 009 �Q Vl(G G y J FRESlI MEADON mV m rn IN Q 10 114 GOA OY r W z 1.6 A2 9,428 0.216 �G N 'a -INVERNESS a X I W 6.82 1.0 o � 1.8 Y Q 4,706 0.108 0.88 0.077 0.031 10 WESTLAKE 0.7 \ \ i; IN ERNE 1.1 A4 32,677 0.750 -� 0.443 0.307 o 6.82 4.3 11.55 7.3 U 22,139 0.508 0.83 KING 10 0 a SITE 114 11.55 1 4.8 0 0 71992 f-1.653 0.78 0.517 1.136 cngL� 6.82 8.8 11.55 1 14.9 a SOLANA 0 DOVE ROAD C';15,� o lT� *0 x N - - `���V' a V) VICINITY MAP (NOT TO SCALE) Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND'I Engineering • Development • Construction i VV1 'Po �T - I J N ° ` h �� u) M I I LS j ��� W Q x r O� - j I GRADE BREAK s� i N A3 (D p Cn W Z I 0.111.1 eR 612 � °. � � - J ; Z O z I rA6 ,�,Horizontal Scale: 1" = 30' rA5 O co 6i� �� �14. � , � 0.51 4.8 � � LLJ U 0' 30' 60' Z W H f / E Lr- I �/ ` ► I / �/ I z J LLI M� < � OCN W .J (D Y CC B;0 �' 40 CIO � � r+/ � I, _- z c� W w � LL O Z U) Z / I 6101 \ v = ��� � I I I I I U UJI � � O e I I - 5 - 664 _ - / 66610 , i - 660 -- _ - --- - - -- -- --- C'59 _ ---' 657 - - - - - -- - 656 - - 655 654 - - -- ' I - - 653 b I goo I / - - - - - i Table I: Drainage Areas Area Designation Area (sq ft) Area (Acres) Coeff C Asphalt/Conc. Commercial Single Family Grass 0.95 0.7 0.65 0.35 Time of Concentration Tc 5 YR Intensity (in/hr) 5 YR FLOW (CFS) 100 YR INTENSITY (IN/HR) 100 YR FLOW (CFS) 1 2 3 4 5 6 7 8 9 10 11 12 13 A 1 8,130 0.187 0.75 0.037 0.150 10 6.82 1.0 11.55 1.6 A2 9,428 0.216 0.70 0.216 10 6.82 1.0 11.55 1.8 A3 4,706 0.108 0.88 0.077 0.031 10 6.82 0.7 11.55 1.1 A4 32,677 0.750 0.85 0.443 0.307 10 6.82 4.3 11.55 7.3 A5 22,139 0.508 0.83 0.255 0.254 10 6.82 2.9 11.55 1 4.8 A6 71992 f-1.653 0.78 0.517 1.136 10 6.82 8.8 11.55 1 14.9 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis WILLIAM R. JANNEY, P.E. Blvd. and Dove Road. Elev. 668.96 TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 650 LEGEND DRAINAGE AREA BOUNDARY EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED SANITARY SEWER P3) -DRAINAGE AREA NUMBER 51 32.5 -100-YR RUNOFF IN C.F.S. DRAINAGE AREA IN ACRES DRAINAGE FLOW DIRECTION STORM DRAIN INLET H CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. PROPOSED DRAINAGE AREA MAP C11 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. PROPOSED DRAINAGE AREA MAP C11 or 0 CL0 N LO 0 N C N 0 Z -o `o 0 UM Z0 U UU) w, Lu ZLLJ �N Zi Lu <Z J 0 Z 0 0 3 o of � 000 h �/ 66, / S DAVIS BLVD (VARIABLE WIDTH R.O.W.) TROPHY CLUB o REV NO. DATE DESCRIPTION o CRE�'� 0� G�eT U BOB JAMES Medlin Cemetery MEADp� Golf y Y �ER�SNS�� SVS 2 DRAWN BY: Course � FAlSEMINOLE J J o v TRppHY 9 1 w= = �OO�GY FRESH MEADOW z o ti (n 114 Gpo wa a x s, 3G N �� INVERNESS Y \ �= m� Q WESTLAKE n INVERNE I �N a � o CD 1--_: KING Q IT114 0 a 1 N� 0 nor DOVE ROAD C;1 9 o <�F food X: N z o I� (j) II � Ili 1 II 1 1 � I I h �/ 66, / S DAVIS BLVD (VARIABLE WIDTH R.O.W.) TROPHY CLUB o REV NO. DATE DESCRIPTION o CRE�'� 0� G�eT U BOB JAMES Medlin Cemetery MEADp� Golf y Y �ER�SNS�� SVS 2 DRAWN BY: Course � FAlSEMINOLE J J o v TRppHY 9 w= = �OO�GY FRESH MEADOW z o ti (n 114 Gpo wa a x s, 3G N �� INVERNESS Y \ �= m� Q WESTLAKE n INVERNE �N a � o KING Q IT114 0 a SOLANA 0 nor DOVE ROAD C;1 9 o <�F food X: N VICINITY MAP (NOT TO SCALE) F EL -661.55 / :L-671.55 Horizontal Scale: 1" = 20' 0 20' 40' �BW6 36 .75— % A AR / oco T 67 50/ / r", G673.21 � 0 ooh NOTE: \ / I ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS / EXISTING FOR THIS PLAN SET. / ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. TBM1 – "Ll" Cut in median nose located - 700 feet southeast of intersection of Davis / Blvd. and Dove Road. Elev. 668.96 TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 LEGEND PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED STORM INLET EXISTING CONTOUR LINE PROPOSED CONTOUR LINE Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 a www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Development • Construct, w �X Q UJI Q Q - U C) Q �o Z wQ Z W 011— Z � QQ Z U W �� < 0- O �< 0 0� Q �w W w m J ZQ Q ^ ~ w Z M C/ m U) 0 0 W w Z)0 > ILLI- U) Q ° Z i J 3:u U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. GRADING PLAN C12 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. GRADING PLAN C12 QD d - J ca o N I or 0 E 0- C14 N I 0 N C N 0 Z `o Y U UM Z U U of U) wl LL] ZLLJ �N ZI Lu Z 0 Z U 0 �o of � 000 nAXIIQ RI Vn TROPHY CLUB o REV NO. DATE DESCRIPTION o C� 0� G�eT v BOB JAMES Medlin Cemetery MEADp� Golf y Y �ER�SNS�� SVS 2 DRAWN BY: Course � FA/ SEMINOLE J J o v TRppHY 9 w= = �OO�GY FRESH MEADOW z o ti (n 114 Gpo wa a x s, 3G N �� INVERNESS Y \ �= m� Q J WESTLAKE n INVERNE a o KING 0 a 114 0 a SOLANA 0 nor DOVE ROAD 9 o <�F food X: N V) VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 20' IW 0' 20' 40' 001' NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 LEGEND PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED STORM INLET PROPOSED FIRE DEPARTMENT CHECK PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED STORM SEWER FIRE COVERAGE Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 a www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Development • Construct, w QW CD p UJI Q Q - U C) ry � Q �o Z wQ Z W �� Z � QQ Z00 U W 0 0� lcl� Q w �w W m J ZQ ^ ~ w Z M U) m U) 0 0 W w ILL Z)0 U)O o Z i J 3:u U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 I I CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. WATER, STORM, DUCTBANK & SEWER PLAN C13 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. WATER, STORM, DUCTBANK & SEWER PLAN C13 0 E CLN I LO 0 N (5 N 0 Z v Y U 0 Uj z0 0 U7 LU Lu ZW FD V) ZI Lu Z 1-16Cn .n Z �o of 00 C7 i DAVIS BLVD (VARIABLE WIDTH R.O.W.) Concrete Boulder Type Rip Rap, Grade to Prevent Runoff from Leaving Site Filter Fabric 04 IF_ V- ft�l ay STABILIZED CONSTRUCTION ENTRANCE OF PO APART - SBE16G10 �E TO FABFIC41tr 01,10. FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL MUST BE ATTACHED TO A 6 -INCH (MAX.) MESH WIRE WHICH HAS BEEN FASTENED TO THE POSTS. FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR (IF USED) THE WIRE MESH. APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL RUNOFF APPROXIMATE 4"X4" TRENCH INSTALLING A FILTER FABRIC SILT FENCE TROPHY CLUB o REV NO. DATE DESCRIPTION o I �� 0 �V CRE�'����'� BOB JAMES Medlin Cemetery MEApO Golf y Y CHECKED BY: �`'N\ gEFz 5E� G\v0 SAN TROPHY 2 PROJECT NUMBER: Course FAIL SEMINOLE vF -00 J o r 009 �Q Vl(G G y J FRESlI MEADON m¢ m rn I N Q 114 GO0 OY r W Z T — -- --I— — —— � � 4# 11" �G N 'a -INVERNESS a X I W Q WESTLAKE IN ERNE -� o U KING a IT 114 0 'p- D) > a SOLANA 0 DOVE ROAD C;1 UN 0 l T� *0 x N - - `���V' a 0 VICINITY MAP (NOT TO SCALE) `0 4� *0*00 ' Horizontal Scale: 1" = 30' 0' 3 0' 6 0' NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 MANY LENGTH PLUS 12" TO SEAL ENDS—I SIDE VIEW END VIEW NOTES: 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. ADVANTAGES: A) EASE OF INSTALLATION B) EASE OF MAINTENANCE C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS D) CAN BE REUSED HEAVY DUTY CURB INLET PROTECTOR LEGEND ®s DRAINAGE AREA BOUNDARY EXISTING CONTOUR LINE 650 PROPOSED CONTOUR LINE ■����������■ SILT FENCE STORM INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE FLOW DIRECTION 0 STORM DRAIN INLET Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND' Engineering • Development " Construction W (V � X ' ^ Q � U U � Q O Z �U Z W �1-- Z�e Qa Z J U W C) 0_ Oa N ., W w .J J Z LU Y Q ��^^ W Z M v J to W W `L O Z > J � c) U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 I I CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: T — -- --I— — —— � � 4# 11" SIDE VIEW END VIEW NOTES: 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. ADVANTAGES: A) EASE OF INSTALLATION B) EASE OF MAINTENANCE C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS D) CAN BE REUSED HEAVY DUTY CURB INLET PROTECTOR LEGEND ®s DRAINAGE AREA BOUNDARY EXISTING CONTOUR LINE 650 PROPOSED CONTOUR LINE ■����������■ SILT FENCE STORM INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE DRAINAGE FLOW DIRECTION 0 STORM DRAIN INLET Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND' Engineering • Development " Construction W (V � X ' ^ Q � U U � Q O Z �U Z W �1-- Z�e Qa Z J U W C) 0_ Oa N ., W w .J J Z LU Y Q ��^^ W Z M v J to W W `L O Z > J � c) U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 I I CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. EROSION CONTROL PLAN C14 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. EROSION CONTROL PLAN C14 07 0 E CV I 0 N C14 N O Z rn 3 r 0 0 UM Z — U w Lu Zw �U) ZI W Z Z � �o O� m 6 No IS ITROPHY CLUB o o CRE00� uBOB JAMES Medlin MEAD0 �F W P ASN\ Cemetery Golf � Y J Course r oo ifii_ `��N TROPHY ti FAlf�q SEMINOLE �� M v 11 C w rn G — — — 114 pFFF9 GOA T�OpY r FRESHMEADON mQ z o - - - - - G —G — S �G u 4Q- INVERNESS a x W G W z�m I Q G G I i I = G G�G� — W �o z s � Brown &Gay Engineers, Inc. G_ G G G G _ J r G — W — _ WESTLAKE n INVERNE I— 2595 Dallas Parkway, Suite 204 -- _ -- — _ N o Frisco, TX 75034 -N114— — — \ vn Tel: 972-464-4800 • www.browngay.com - — TBPE Registration No. F-1046 _ �W _ — _ _ _ _ _ _ _ — W — — - - � � Kl"C Contact: Will Janney �- - _ Tel: 972-464-4835 --- I� 114 - - ---------- o Copyright 2015 D a SOLANA o nor DOVE ROAD n S, ~ 9 o I � U 40Oa N IQ C2 CENTURION AMERICAN VICINITY MAP (NOT TO SCALE) DEVELOPER C CENTURION AMERICAN 0 1800 Valley View Lane, Suite 300 - - 6 Farmers Branch, TX 75234 ----- i Contact: Michael Beaty 4 Tel: 214-287-9009 Cf I MOORELANDE S c Horizontal Scale: 1" = 20' 0' 20 40 LU 2 Q U) Z \ / \ C/)O z LLJ U Z w UZ 0 / sQ Q J Q w r Q' 0 O N o w w Y / w -j Z CY)w w o p � 3:� LL Q o I-- Cn J Z W > 3: U U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 11 CAUTION !!- Contractor !Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities LEGEND CAUTION !!! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION C OPOSED LIGHT POLE OPOSED TYPE A GROUND X WITH APRON OPOSED CONDUIT gNSFORMER (POWER URCE) RVICE METER UMINATED AREA (PHOTOMETRICS) - AREAS OUTSIDE OF SHAPES ARE 0 OTCANDLES, THE INNER SHAPE IS AT LEAST ' FOOTCANDLES AND THE OUTER RING IS 0.1 OT CANDLES. FRADA INFRASTRUCTURE ASSUMED AS PLAN SET RE TO FACE OF CURB UNLESS Sheet No. LIGHTING & PHOTOMETRIC PLAN C15 REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. LIGHTING & PHOTOMETRIC PLAN C15 07 0 E a <V I LO0 N 0 N 0 Z `o 0 Uj Z U UU) tY � w Lu Zw c� N ZI LU Z 0< 0 Z 0 0 �o of 000 TROPHY CLUB o o J 0 J SRF CRE�'� 0� G�eT U BOB JAMES ��Medlin MEAD p� stn Am E Am�ER�SNS�� Cemetery Golf ` Y J - p� Course J o SV� TRppHY 2 FAl SEMINOLE v n� �i �Q VltCq y u'= = o ti 114 �� 9 Gpo �OO�CY FRESH MEADOW wa Z v' a x \ d, 3G N �� INVERNESS Y i J Brown & Gay Engineers, Inc. WESTLAKE = 2595 Dallas Parkway,Suite 204 � INVERNE I— �� o Frisco, TX 75034 C Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 KI Contact: Will Janney Tel: 972-464-4835 SITE114 Copyright 2015 a SOLANA o i nor DOVE ROAD Ci�sN 9 e x �ooa ( ` M VICINITY MAP CENTURION AMERICAN, (NOT TO SCALE) DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Development • Construct w Q X Q W Q \ a - / N U U Z Q O Z wv Z W �z Z QQ Z U W �� O J Q c� w W w m= Z Q Q ~ .. W H Z U) M U) 0° U) O 0 w w L � N AOL E AOL � O w U) O Z i J � � U Q o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 CAUTION 1! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet N o. FIXTURE DETAILS C16 Pr1% E Air 1111111, oject Name: Type: = : � Notes: Order Matrix Number. ■ ■ ' ` ■ ■ ' ` Ordering Matrix Environmental Lighting for Architecture, Inc. Environmental Lighting for Architecture, Inc. Brookside -BRK 1 2 3 4 5 6 7 8 9 Fixture / Size / Mounting / Optics / Ballast / Voltage / Lens / Color / Option BRK / 18 / PT / H5 / 150PSMH / 120 / FG / CY / -- 1. Fixture: BRKB/0'?0KSID��"� 2. Size 41" The Brookside is an eight -sided lantern with a traditional "gothic" style. Suitable for pole, cross arm, wall, or pendant mounting conditions, the Brookside is the perfect specification for shopping Matrix #: 18 Description: malls, decorative street lighting, parking lots, government buildings, Notes: Max Wattage 250W EPA: 2.6 site and walkway lighting, libraries, museums, churches, high-end Weight: 40 lbs. 3. Mounting ; residential applications, and much more. Constructed of high grade cast aluminum and protected with a oCrossArm durable powder -coated finish, theBrookside is built forthe tou�;liest Notes:Matrix #: CP PD PT SP WB 1. Please consult factoryfor Poles, WallBrackets, and other mounting options. Descriptiohain Pendant Pendant Post Top Stem Pendant Wall Bracket of outdoor conditions. The Brookside can also meet the perforinaace 4. Optics Horizontal standards of today's high lighting demands. It's available with Type III or Type V optics; with the horizontal lamp confi�ur�ititin ; ' Matrix #: H3 * H5 providing acut-off for Dark Skies applications. Available in Ll I-) to ; Description: TYPE 3 TYPE 5 a maximum 250 watt Metal Halide or High Pressure Sodiuli�--the Vertical _ Brookside can also accommodate today's Low-Energy.requirein4nts with up to 75 watt LED or 250 watt Induction stiiurecs while still Notes: 1 ' Matrix #: V3 ** V5 15ow max ramping. : Description: TYPE 3 TYPE 5 ' maintaining excellent light output. •• Glass refractor required. : 5. Ballast Description: Pulse Start Metal Halide :High Pressure; Compact -Induction -Induction -Induction • Metal Halide :Sodium ;Fluorescent ;Bulb Type :Tubular Type :Circular Type _ (Watts /Type) :(Watts /Type) : (Watts /Type) : (Watts /Type) ; (Watts /Type): (Watts /Type) : (Watts /Type) • Matrix #: 50PSMH :50MH ; 50HPS :13CFL : 35iB * :40iT ■ : 40iC ■ The Brookside offers a classic traditional-hiok while tneelri-t�g�',�- 70PSMH -70MH :70HPS 18CFL :55iB * = 70iC ■ • 100PSMH -T6 70MH 100HPS 26CFL : 85iB * 80iC ■ high performance standards for l00 ighting. 150PSMH �100MH-150HPS : 32CFL 10016 175PSMH �T6 150MH 2O0HPS * 42CFL : ZOOPSMH 250MH * :250HPS Notes: ; 250PSMH 1. Electronic ballast available for 50, 70, Incandescent LED and 100 watt MH lamps. 2. Other wattages and ballasts available. (Watts /Type) �TYPe) . Consult factory. INC 40LED Fits vertical only. • ■ Fits optics horizontal type 5 only. 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 Fax: (626) 965-9494 • www.ela-lighting.t�m •info@era-lighting.com brookoldo-spec Page 1 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 Fax: (626) 965-9494 • www.ela-lighting.com •info@era-lighting.com brookside-spec Page 2 � ■ � _ Ordering Matrix � ■ � � Specifications and Elevated Scale Environmental Lighting for Architecture, Inc. Brookside -BRK Environmental Lighting for Architecture, Inc. Brookside -BRK 6. Voltage Matrix #: 120 * 208 240 277 * 347 480 Specifications Description: 120V 208V 240V 277V 347V 480V *Only these voltages are available with LED. Fixture Housing: One-piece sand -casting housing, cage, and hood. The castings shall be free of any foreign materials or cosmetic fillers. For wall 7. Lens h I r and arm mounts, consult factory for installation. Optics: For horizontal ramping, reflector units shall be hydroformed or segmented sharp cut-off optics. SpecularAlzak optical segments are rigidly � mounted, which attaches to the housing as a one-piece module. Reflectors are field rotatable in 90° increments. For vertical ramping, units shall utilize borosillicate glass refractors with open ends. Fully rotatable on site. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired. Quick -disconnect plug for the ballast module is standard with all ballast options. Reference pages 2 and 3 for lamp characteristics, ballast types, and voltage technical data. Matrix #: CG Clear Glass FG Frosted Glass OG Opal Glass : DSCG Clear Glass ; DSFG Frosted Glass Lens: All glass panels to be 1/8" thick tempered glass and shipped separately with Basketing supplied. The Dark Skies lens options shall be tempered Description: CA Clear Acrylic FA Frosted Acrylic :OA Opal Acrylic (Dark Skies) (Dark Skies) glass, factory installed. Notes. CP Clear Polycarbonate: FP Frosted Polycarbonate, 1. All glass is tempered flat glass. = , Finish/Color: Finish is super TGIC thermoset polyester powder coat paint. ELA offers RAL color matches along with our standard color selection. 8. Color Powder Coat Finish Hand -Applied Finish Custom and hand applied colors are available upon special request. Matrix # Description , Matrix # Description ... - = Matrix # Description AG .--,-,Augustine -Green ,- MG ---- Malaga,Green.-- CH �.-.- Cracked Hide- , Certification: Fixtures shall be listed) for outdoor, wet location. UL1598. IP rating 65. GY,_- _ArchitecturaLGrey. MN- .- ,-,Midnight,-,,,_,- LV---. -..Light Verde,_-,-_ CC Charcoal PW Pewter OR Old Iron CAUTION: Fixtures must be grounded in accordance with national, state, and/or local codes. Failure to do so may result in serious personal injury. CY- _--_ Clay--- --- -- --- -- SS.- ..- Sand Storm- -- _ R --..Rust. „ DB Dark Bronze SB Statuary Bronze V Verde HR Harbor Blue .. - -. - VL Village- Green... - ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. Notes: HP Hammered Pewter W White Consult factor004 y for custom colors. : 9. Options -f- � Elevated Scale Notes: I � Suggested Poles and Arms 1) BBU option is available for fluorescent u � 'amp only. for the Brookside Fixture 2) Test button location shall have visibility for BBU TB PCB PCR VR H$$ testing on site. Consult factory for � Photocell receptacle � Vertical Glass placement location. Battery Backup : Terminal Block :Photocell Button ; Twist Lock by others ; Refractor - House Side Shield Photocell Options: Photocell is available in 120 thru 480 volts. Photocell receptacle only fits some cross 24 24 arms. Consult factory. Specify when ordering. 22 22 Fixture Ordering Example: 20 20 18 18 16 16 BRK/18/PT/H5/150PSMH/120/FG/CY 14 14 12 12 10 � 10 1 2 3 4 5 6 7 8 9 $ 8 Fixture / Size / Mounting / Optics ! Ballast / Voltage / Lens / Color / Option 6 g BRK / 20 / PT / H5 ! 150PSMH / 120 / FG / CY 4 Brookside 20 Post Top Horizontal 150 Watt 120 Volts Frosted Clay - Fixture Type 5 Pulse Start Glass 2 2 Metal Halide Fixture Ordering Form: Fixture : BRK/18/WB BRK/'18/PT BRK/18/PT BRK/18/CA BRK/18/CA BRK/18/PT BRK/18/WB 1 2 3 4 5 6 7 8 9 9 9 Arm: BR26 CR10A CR26B PM601 BR13 Fixture / Size /Mounting / Optics / Lamp /Voltage / Lens / Color / Option / Option / Option Pole: P30<11-8' P4014B-10' P3025D-14' P3020B-16' Options 1. BRK Note: Modifications to the fixture and additional pole heights are available. 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 •Fax: (626) 965-9494 • www.ela-lighting.com •info@era-lighting.com brookside-spec •Page 3 17891 Arenth Ave., City of Industry REVISIONS REV N0. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: , CA 91748 • (800) 423-6561 •Fax: (626) 965-9494 • www.ela-lighting.com •info@era-lighting.com brookside-spec •Page 4 REVISIONS REV N0. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: INVOICE Star -Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 336350091 FORT WORTH, TX 76102 (817) 390-7761 Invoice Date: 12/17/2015 Federal Tax ID 26-2674582 JAN 0 5 2015 j Terms: Net due in 21 days Due Date: 12/31/2015 Bill To: PO Number: TOWN OF WESTLAKE 3 VILLAGE CIR STE 202 Order Number: 33635909 WESTLAKE, TX 76262-7940 Sales Rep: 047 Description: TOWN OF WESTLA Publication Dates:l 2/16/2015 -12/17/201 esco Cal LAp ageRate, TOWN OF WESTLAKE ORDINANCFj NO. 13580 1 35 35 LINE $6.13 $429.20 Misc Fee Net Amount: TJ IE 3 TA' County of $10.00 $439.20 DEBORAH JEAN BAYLOR Notary Public, State of Texas My Commission Expires October 29, 2019 Before me, a rate A� separate. Off �Onse � ''c6rrMttdd " ounty andSta te, this day pe rso na (by appea red Chris ty Ho tfa nd, Bids & Legal Coordi na to r eao ddy,"6rp4rt,of,4,44X,' P for the Star--. A't tf "U'V;: or, con., D Telegram, Inc- at Fort `Worth, in Tarrant County, Texas and who after being d4 sworny tlnues PASSE ON THIS 14th DAY, diddepose ai, 2015., r of advertisement was published in the above named paper on the (fisted dates: BIDS &LEGALS DEPT Star -Telegram. (817)390-7037 suBscwBEDANY qMISDAYOF DECEMBEP, (:q a) 2015 Signed NOZWPUBLIC Thank You For Your Payment --------------------------------------------- Remit To: Star -Telegram Customer ID: TOW27 P.O. BOX 901051 Customer Name: TOWN OF WESTLAKE FORT WORTH, TX 76101-2051 Invoice Number: 336359091 Invoice Amount: $439.20 PO Number: Amount Enclosed: