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HomeMy WebLinkAboutOrd 777 Approving the Entrada Amphitheater Planned Development Site Plan TOWN OF WESTLAKE ORDINANCE NO. 777 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS,APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (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, COMMONLY KNOWN AS WESTLAKE ENTRADA. 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 Planning Area 1-2 (PD 1-2),bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayl 14 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of 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 Planning Area 1-2 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 and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations for PD1-2, now commonly known as Westlake Entrada; and Ordinance 777 Page ] of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission(Commission) whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; 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 and after a public hearing, 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 PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: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 the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 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 the Development Plan conditions for approval established in Ordinance 720 (adopted October 28,2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 777 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 Town Council. 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 caliper Italian Cypress in the planters. f) Solid waste collection area(s) will reflect a"shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1. PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2. Construction Drawings submitted along with an application for a Building Permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3. The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking(surface, structured parking, shared parking agreements, or some combination thereof). 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. Ordinance 777 Page 3 of 8 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. 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 28th DAY OF MARCH 2016. ATTEST: Laura eat, Mayor LnTA Y' Kelly'iEdwa own Secretary Thomas E. Brymc�f, Tn Manager APPROV S T RM: �•t�N OFFs�, m nton L w , T n Attorney Ordinance 777 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Amphitheater PD Site Plan Ordinance 777 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Legal Description of PD1-2 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 '/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 1/2 inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a %2 inch iron rod found with Graham cap at the beginning of a curve to the left having a central angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 777 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 a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees 11 minutes 58 seconds West a distance of 190.50 feet to a %2 inch iron rod found with Graham cap; 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 '/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 777 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 l; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 777 Page 8 of 8 W A A : ) A 0 0 O I N 00 O O Z L1 U W W 0 M ry W Q W ZZIQ Q Q ry Z W W D SIT AN ACKAuk FO Y Q J W SHEET INDEX No. Sheet Title OCK C AM HITH AT R® C1 COVER SHEET C2 KEY MAP C3 SITE PLAN A1 —A4 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN & DETAILS MARCH 2016 C4 GENERAL NOTES C5 PAVING PLAN C6 PROPOSED DRAINAGE AREA MAP C7 GRADING PLAN a Cg WATER, STORM, DUCTBANK & SEWER PLAN rn a NCENTURION AMERICANCg EROSION CONTROL PLAN C11TROPHY CLUB o o DEVELOPER: ° 0 BOB JAMES M ��`'�\ Medlin MEAD CENTURION AMERICAN �5�� Cemetery Golf �� Y 3 SUITE 300 gF 5J SES G�J�, FA/ Course SEMINOLE 7 1800 VALLEY VIEW LANE, N TROPHY 2 !dq vy = 2 Ld FARMERS BRANCH, TEXAS 75234 ���F9 Tf'p AGF FRESHMEADON o V Li 1 1 4 W z a x INVERNESS W Q Q1 <a 5 I Of WESTLAKE n INVERNE o - O s OORELAND N Eng.ne*'ng Dors i op-0.t• Con struc Ci a-r 1 KING o IT-0114 1 O DEVELOPER: gJ° a SOLANA L r yy The Mooreland Funds DOVE ROAD 0to�c �,s 0 1 Mooreland Development J 1800 VALLEY VIEW LANE, SUITE 300 S FARMERS BRANCH, TEXAS 75234 ��°°a MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. TEL: 214.287.9009 �,< 300 N. FIELD STREET 2595 Dallas Parkway, Suite 204 CONTACT: MIKE BEATY VICINITY MAP DALLAS, TEXAS 75202 Frisco, TX 75034 0 TEL: 214.347.7069 (NOT TO SCALE) Tel: 972-464-4800 • www.browngay.com s CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 , ►,moi,'• `�,yu. `' ' '` ' j o '. Copyright 2016 a +� cn1 ■ � � s ' o ; w 01 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY �[ REVIEW AND ARE NOT INTENDED " ., • ,,,,�( a ' F FOR WHENONSSUEDTION. " " .• ^ } FINAL FORM THEY WILL BE o SEALED, SIGNED AND DATED. Y ° 0M TOWN OF WESTLAKE _ z o RESPONSIBLE ENGINEER: C15N - BROWN & GAY ENGINEERS, INC. � 3 VILLAGE CIRCLE TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w I FIRM F-1046 SUITE 2O2 WILLIAM R. JANNEY, P.E. 3 N WESTLAKE TEXAS 76262 - w 1 TEL: 817-430-0941 i TEXAS REGISTRATION N0. 108663 March 9, 2016 APROVED Qz (D TI TLE � In z DATE oa_ - r ry m� Ordinance 777 TROPHY CLUB o o J 0 J CRE`O���O�� vBOB JAMES Medlin MEADp Cemetery Golf Y J Course J o SV TRppHY 2 Allayq SEMINOLE v n�Q �Q VI�Cq Y w= = o FF 9 O �p GF FRESH MEAD N ma m �' Q 114 °° oti w z S a INVERNESX I Y Q J Brown & Gay Engineers, Inc. WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � n � o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 "'"G Contact: Will Janney or"" ITE 0 Tel: 972-464-4835 0 114 Copyright 2015 a SOLANA 0 nor DOVE ROAD Cys 9 0 �0 srA hCAN \ wv 114 VICINITY MAP CENTURION AMERI (NOT TO SCALE) DEVELOPER CENTURION AMERICAN =� _ 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 / gNDORRA _ �=__ ° Contact: Michael Beaty y�y _ _ =�= _ � Tel: 214-287-9009 / -_ o _ MOORELAND Engino*rrnq Developrnant • Co 46 Q1 / RONq y Q w Q } Q �— / oy \ B DRILL qR �� \\ O� 9 ZONE RAC;ONA \ 3r W(l) O AI/y Horizontal Scale: N.T.S. w V Z W U H / r w W N W _ — O \\\\\; _ 5 \� W \ tea\ I a FiP;�� Z N i \�\ Q �~^^! Q vm U)\ O U) G W W CL y9 \ \ \ \ \ Z z �— N \ v • � \\\ \ O� F,S / \ \ \\ � � _ • V � O�� � � \ � �\\ o THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY / \ \ \ REVIEW AND ARE NOT INTENDED a \ �� \\ F I \ \ FOR CONSTRUCTION. p \ WHEN ISSUED IN FINAL FORM THEY WILL BE \\ \\ \ E o I \ SEALED, SIGNED AND DATED. a << \ a \\ 11 . O \ — _ _UG / RESPONSIBLE ENGINEER: �' \ BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING I / FIRM F-1046 w I o C7 • s / FOc— Q� TEXAS R. JANNEY, P.E. I 9 FOc� S REGISTRATION NO. 108663 I I 1 Q / March 10, 2016 I o 1y . A A,n I I CAUTION 11 E; II �� • I G� �xx Contractor to Verify exact location , • / o Depth of Exist Facilities Prior to / �jq any Construction Activities .0 \ \ / II FOC�F —� �� CAUTION 111 \\ \ J / \ CONTACT: 'I-800—DIG—TESS xx 48 HOURS PRIOR TO CONSTRUCTION I / \ / REVISIONS 0 REV NO. DATE DESCRIPTION E OC n In \ To In \ LEGEND ® IN. \ DRAWN BY: \� Ld BLOCK NAME CHECKED BY. DATE: \ \ PROJECT NUMBER: 0 \\ ��\\\ \ Sheet No. Z 0 T U) GRANADA KEY M A P w . \ ZN \ Z , \ LU 06 v a \ V Z� C2 oa �� Ordinance 777 TROPHY CLUB o o J J �O O wwv� J C' CRE`'����'c> BOB JAMES Medlin MEADO 9� �� Cemetejy Golf Z Y -jO� Course v J o �/NYq y SEMINOLE wx x xo rn 114 GAO �ppycr FRES''MEADON ma m N Q w z INVERNESS a X � W Q Brown & Gay Engineers, Inc. WESTLAKE � � r INVERNE � 2595 Dallas Parkway, Suite 204 o / Frisco, TX 75034 \ ° \ \ C / Tel: 972-464-4800 • www.browngay.com \ \ \ TBPE Registration No. F-1046 "'"c Contact: Will Janney ° \ SITE Tel: 972-464-4835 0 C \ 0 114 Copyright 2015 a SOLANA ° C Gr \ / UT \ <2 \ DOVE ROAD nid ° \ C"'A C O `��TF °° \ 2 \ \ ° pOa a N 1 , ° SANITARY SEWER EASEMENT l`t�� \ `C� WATER EASEMENT / 64.5 104.2' VICINITY MAP CENTURION AMERICAN , \ / WOMEN 22 ° ssa 0 STORAGE (NOT TO SCALE) DEVELOPER \ °X ° CENTURION AMERICAN 1800 Valley View Lane, Suite 300 JAN Farmers Branch, TX 75234 ° CONCESSIONS Contact: Michael Beaty MEN 16 Tel: 214-287-9009 \ 34.3' fV 6581_01, LIGHTS 43.7' 14.9' \ _ 71.10 0 _ 658';0"" MOORELAND ' 14 \ O/ 29 Engineering Development Construction ° °\ 27.5'41 WATER EASEMENT ° J° 3 ° 10 ` Horizontal Scale: 1" = 20' X D W ° 0' 20' 80' Lij � >: WZ ° 10' 658'-0 OVERALL LEGEND ry Z C/) O LLJ C) \ Al'9, FH4-- PROPOSED FIRE HYDRANT Q U Z ° 656'-0" Uj Qa SSMH PROPOSED SANITARY WZ W MANHOLE Z = Q = Q ° E]° 10' 13.5 CLQ PROPOSED STORM INLET U ~ Q N W s4s'_o" 653'-0"� r1_r� PROPOSED STREET LIGHT w _ �I z Y W ° ° SOUND V EXISTING TRANSFORMER QW m (n A. , LS PROPOSED LANDSCAPE Z Q2E U) 81'1 (n W � i 643'-0"' 9 O Q W 9 s�TS El (D--oEXISTINGSTREET LIGHT 642'-0"' 64 SEATS 649'-0" ^ LL \ ° ° 641'-0"" © EXISTING GAS METER 58 L.L O sears Z Z ^4 \ ° ❑ 640'-0"" 52 Seg \ ❑E rs EXISTING ELECTRIC MANHOLE LU E ° \ `'� C) Q O LO 46 Sears o��o Q\ �' EXISTING SIGN � LINE TABLECq s ��o� 299 FIXED SEATS ❑ �9�"° ��� �a 41.3 O\ FH N Line # Direction Length 4a 644'-0" �° ® -4- EXISTING FIRE HYDRANT oo THESE PLANS ARE ISSUED FOR do Cp THE PURPOSE OF PRELIMINARY L1 S77° 59' 00.06"E 29.26 ° 644'-0" 11� 6g9 FoS'oN �, 17.8' � REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. L2 S71° 36' 25.06"E 361.02 ` 1 ❑ / WHEN ISSUED IN 639'-0" -o" 43.5 FINAL FORM THEY WILL BE Uj L3 S71' 36 25.06E 157.05 �� \ , ° SEALED, SIGNED AND DATED. i ° 639'-0" 39.1> STAGE ® 643'-0" �,�/ 18.4 �" L4 S18° 23 34.94"W 2.00 a� 13.7' G I = \\Y ��°� RESPONSIBLE ENGINEER: M L5 S21° 17' 10.27"W 59.72 I ° ❑ 639'-0° 1 49.7 ;, 639'-0" 14 M BROWN & GAY ENGINEERS, INC. I SCREENED TEXAS REGISTERED ENGINEERING Z 639'-0' FIRM F-1046 L6 S36° 18' 50.61"W 53.04 I 21.5' �\ TRANSFORMER WILLIAM R. JANNEY, P.E. v PER DESIGN TEXAS REGISTRATION NO. 108663 N L7 S29° 44' 01.26"W 30.87 ° JAN is W GUIDELINES March 11, 2016 639'-0" \ O RESTROOMS ABOVE �� �+ GREEN ROOM 31.6' 10 629'-0" BELOW L8 S68° 20 29.66"W 6.67 2 C AT 649'-0" . CAUTION 643'-0" ABOVE , �/, L9 S21° 39' 30.34"E 64.57 ° 8 4.8 \ �-� 1Z NOTES: Contractor to Verify exact location ° CONCESSIONS 37.4' r 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Depth of Exist Facilities Prior to STORAGE BELOW any Construction Activities ai L10 N81° 27' 20.00"W 25.16 I ° ❑ ❑ ❑ ❑ AT 629'-0" EXISTING FOR THIS PLAN SET ° 'r ow- ° OFFIC 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS CAUTION L12 N72° 12' 37.95"W 37.95 72.8' ° C2 ° a ° ° �1 3' OFFICE ELECTRICAL EASEMENT OTHERWISE NOTED CONTACT: 1-800-DIG-TESS I I ° 3. ALL PARKING FOR AMPHITHEATER IS OFFSITE AND WILL BE 48 HOURS PRIOR To covsTRucTioN L13 N9° 28' 08.93"E 5.57 n 629-� ` °� - - ° ° ° ° \ SCREENED SHUTTLED. 20 VIP PARKING STALLS ARE IN PARKING I 4- SZORAGE ° ° ° DUMPSTER ° PER DESIGN GARAGE ACROSS ARAGON ON THE GAS PAD SITE. 1-1 L14 N71° 27' 20.00"W 46.17 °�� 45.3'639'-0 / ° ° ° ���4 '�-°' 36.5' / 4. THERE IS NO DRIVEWAY OR PEDESTRIAN LIGHTING WITH REVISIONS rS v c / _ I GUIDELINES THIS SITE PLAN. ALL LIGHTING WILL BE INTERNALLY REV N0. DATE DESCRIPTION Q COORDINATED �I L16 S58° 32' 40.00"W 24.25 ° 'd" ° R .5' o \ / L19 N1* 27' 20.00"W 28.80 J Q/ J �S� °wIL9,a o • 5 ° / / TBM1 - "El" Cut in median nose located - 700 feet southeast of intersection of Davis iE L21 N21* 27' 20.00"W 112.26 �� / , ° ° '° $, �2 Blvd. and Dove Road. Elev. 668.96 E ° ° J ° -14 ° ° ' R30' L23 N31° 27' 20.00"W 21.29 C3 a / ° ` '� ,C1 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. o i L25 N11* 27' 20.00"W 17.71 \ \ ° ° ° ° ° ° ° Liu 6 Elev. 679.58 ° of \ ° ° J ° ° TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. DRAWN BY: . Elev. 683.26 w CURVE TABLE CHECKED BY: �I / � ', ° TBI - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. Curve # Length Radius Delta Chord Bearing Chord Length ° ° , ° and Dove Road. Elev. 648.47 ' - DATE: C1 23.13 132.50 10.00 N76° 27' 20"W 23.10 ° ° C2 150.53 172.50 50.00 145.80 ° �J a I I J ° °° -' ° ° WESTLAKE ENTRADA PROJECT NUMBER: -� S83 32 40 W \ � � 17�� �° ° ° VOI . _______ M C3 42.05 25.03 96.26 N73° 14' 57"W 37.28 Sheet N O. P. R.T.C.T. C4 33.96 82.50 23.59 N13° 14' 58"W 33.72 o- DEVELOPER OWNER SURVEYOR/ENGINEER SITE PLAN LU I C5 41.02 117.50 20.00 N1 1° 27' 20"W 40.81 C6 20.51 117.50 10.00 N26° 27' 20"W 20.48 CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. REQUIRED PARKING Lu I 500 West 7th St., Suite 1800, Fort Worth, TX 76102 BLDG Use SEATS Parkin >-o 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. g Required Q a C7 28.80 82.50 20.00 N21° 27 20"W 28.65 Tel: 817-887-6130 • www.browngay.com Framers Branch, Texas 75234 AMPHITHEATER Amphitheater 3000 1000 1-1 9 Village Circle, Suite 500 TBPE Registration No. F-1046 z C8 74.31 64.00 66.53 N44° 43' 10"W 70.21 Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 Total Required: 1000 C3 3 Telephone: (214)-287-9009 of< mo Ordinance 777 a. lam.`. 4 $'d 'rd• ! A ey'd .b ♦ �y.Y %ayt fi f A' ! •�j y" d".A ! �d� n d �� d d R e.,f ^e`- _- 1$ A& -1�� �y s� rte. �*�P ♦ �.d �d �f~ �.e:�"d!`:.6 `� TM .t __ .W a* �d -'P d���.b! 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SOUTH ELEVATION A SOUTH ELEVATION B SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" CLAY MISSION TILE ROOF HAND TROWELED STUCCO CLAY MISSION TILE ROOF TERRA COTTA HEADER + WOOD SHUTTER WROUGHT IRON RAILING 7.- - - - -- - TERRA COTTA HEADER yz : WOOD SHUTTER 4� CLAY MISSION TILE ROOF TERRA COTTA SILL L L HEAVY TIMBER AND STONE 3. HAND TROWELED STUCCO Ii Mir i NORTH ELEVATION WEST ELEVATION SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" 4 l 2015148 WESTLAKE 02.18.2016 ENTRADA AMPHITHEATER I MEZZANINE ELEVATIONS Ordinance 777 m CENTURION AMERICAN CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF HAND TROWELED STUCCO HAND TROWELED STUCCO CLAY MISSION TILE ROOF PREFINISHED ALUM/WOOD WINDOW TERRA COTTA HEADER NATURAL STONE ARCH nn HEAVY TIMBER AND STONE WOOD SHUTTER COLUMN A TERRA COTTA SILL i` NATURAL STONE ARCH HEAVY TIMBER AND STONE COLUMN i ITL Li u Li Li WEST ELEVATION SOUTH ELEVATION SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-011 CLAY MISSION TILE ROOF TERRA COTTA HEADER CLAY MISSION TILE ROOF PREFINISHED ALUM/WOOD HAND TROWELED STUCCO WINDOW HAND TROWELED STUCCO WOOD SHUTTER TERRA COTTA HEADER PREFINISHED ALUM/WOOD WINDOW HEAVY TIMBER AND STONE PREFINISHED ALUM/WOO COLUMN WINDOW 1.. _ ! xr- NATURAL STONE ARCH HEAVY TIMBER AND STONE COLUMN ' ❑ ❑ ❑ r; 1-1 ❑ ❑ ❑ ❑ � ❑ ❑ ❑ ❑ [1 I 1❑ f�� Ly ❑ ❑ LIU ❑ ❑ ❑ 2015148 02.18.2016 EAST ELEVATION NORTHEAST ELEVATION WESTLAKE SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-011 ,4 ENTRADA AMPHITHEATER TICKETING ELEVATIONS Ordinance 777 m CENTURION AMERICA N CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF HAND TROWELED STUCCO HAND TROWELED STUCCO % NATURAL STONE TRIM NATURAL STONE VENEER t TERRA COTTA HEADER �. PREFINISHED ALUM/WOOD WINDOW � � STONE QUOIN NATURAL STONE VENEER TERRA COTTA HEADER I Eu PREFINISHED ALUM/WOOD WINDOW i� WEST ELEVATION EAST ELEVATION SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" STAGE ROOF BEYOND NATURAL STONE TRIM HAND TROWELED STUCCO TERRA COTTA HEADER WOOD SHUTTER TERRA COTTA SILL NATURAL STONE VENEER NATURAL STONE ARCH n n, n c( SOUTH ELEVATION SCALE : 1/8" = 1'-0" CLAY MISSION TILE ROOF HAND TROWELED STUCCO TERRA COTTA HEADER STONE QUOINS WOOD SHUTTER TERRA COTTA SILL NATURAL STONE VENEER NATURAL STONE ARCH i? it -- - 2015148 02.18.2016 WESTLAKE NORTH ELEVATION SCALE : 1/8" = 1'-0" ENTRADA AMPHITHEATER STAGE ELEVATIONS Ordinance 777 m CENTURION AMERICAN CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF CAST STONE TRIM NATURAL STONE LINTEL PREFINISHED ALUM/WOOD WINDOW HAND TROWELED STUCCO NATURAL STONE VENEER NATURAL STONE ARCH HAND TROWELED STUCCO NATURAL STONE ARCH CAST STONE TRIM Q' . NATURAL STONE VENEER ' 1 til- w, r n a U`1 n nn ®R : nR 'q��) nn �r (m n❑ I Lm EAST ELEVATION SOUTH ELEVATION -� SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" CLAY MISSION TILE ROOF 3. NATURAL STONE VENEER STONE QUOIN - CLAY MISSION TILE ROOF CAST STONE TRIM NATURAL STONE VENEER HAND TROWELED STUCCO NATURAL STONE LINTEL PREFINISHED ALUM/WOOD WINDOW PREFINISHED ALUM/WOOD WINDOW HEAVY TIMBER AND STONE COLUMN CAST STONE TRIM ;` 77 HAND TROWELED STUCCO STONE QUOINS n � n nn n n ' n n n n n -- �I n nen E nn _ _ n 710 �1117 71111 +� 2015148 02.18.2016 WEST ELEVATION NORTHEAST ELEVATION WESTLAKE SCALE : 1/8" = 1'-0" SCALE : 1/8" = 1'-0" ENTRADA AMPHITHEATER CONCESSIONS ELEVATIONS Ordinance 777 m CENTURION AMERICAN architects GENERAL LANDSCAPE NOTES m� LANDSCAPE NOTES: S � STATE 1. PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES. S HIGHWAY 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY 114 associates OTHERS. 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF S architecture-planning UNDERGROUND UTILITIES. _ interior design 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. - 5. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1" BELOW FINAL FINISHED GRADE IN \ 300 N. FIELD ST. LAWN AREAS. 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT, TYPICAL AND UNIFORM THROUGHOUT THE SITE. EXISTING DALLAS,TEXAS 75202 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING (L-3). CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT _ W \ %GROUNDCOVER 21a.98138(F (TYP.) INTERSECTS WALKS AND CURBS. SS 21a.987.2138(FA)C) 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. - HARDINESS ZONE: CONSTRUCTION 1. WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 1 OF TO 15F S H { 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE 8 OR LOWER (SOURCE: MONROVIA PLANT DATABASE, 0��'NDSCgpFq a,! USDA PLANTS DATEBASE) OF yQ� PSL T e�9`�Gy� IRRI GA TION NOTES: 1. LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. \ � �Nj. 2202 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND STATE STANDARDS. 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. S � � SOLID SOD NOTES: VARIES 03.10.201 S� 111 I■ 1. PLANT SOD BY HAND TO COVER INDICATED AREAS COMPLETELY. ENSURE EDGES OF SOD ARE : EA L ■� TOUCHING. TOP DRESS JOINTS BY HAND WITH \ S ■ �� TOPSOIL. GROUNDCOVER ®' ` w la terra studio'' 2. ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN LAYOUT; REF. SURFACE, FREE FROM UNNATURAL UNDULATIONS. + + PLANT LIST \ _landscape architecture 3. WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES. FOR SPACING \ urban design-planning 4. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 DECORATIVE S \ 2700 swiss avenue-suite 100 AND MARCH 1, OVER SEED BERMUDA GRASS SOD r' CONCRETEdallas,texas-75204 214.749.0333 WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) b 7° W www.laterrastudio.com POUNDS PER ONE THOUSAND (1000) SQUARE FEET. GROUNDCOVER SPACING NTS \ UP SEM ��� - EXISTING TOPDRESS MULCH SHRUBS / L-3 STEEL EDGING EXISTING V �W WALL (TYP.) MUS GRA 600 i CEDAR ELM.. CAL.PROTECT PER SPECIFICATIONS; GROUNDCOVER; D O % IN PLACE(TYP.) EXISTING 2" MINIMUM Z�� G � n z G r n n REFER TO / \ n n n + CEDAR ELM. PROTECT SETTLED G 0, G 0. LANDSCAPE PLAN -EXISTING 6" CAL. _ VINEYARD i EXISTING 6.5" CAL. � (TYP.) THICKNESS �c n P� "- m ;,P� OR PLANT LIST FOR IN PLACE(TYP.) P �i� IN PLACE(TYP.)PROTECT \v v �D� o v �O� SPACING i- TOP OF MULCH _.,v r` Z STEEL EXISTING 8.5" CAL. - �, � CEDAR ELM. PROTECT 1/2" BELOW TOP � - L-3 v� OF CONCRETE ° °� ° � EDGING - / IN PLACE(TYP.) � � o WALK / CURB a G\`J �J X11 a \� G\`J �\ cv " n7h ADJACENT o U G �cl Fo �c TURF ` QUE SHU 3 I't -�� / EXISTING 9" CAL. SCARIFY �,� I , - { y ., ,� CEDAR ELM. PROTECT SIDES .�� F, 3" CAL. SOIL MIX PER IN PLACE(TYP.) SPECIFICATIONS; '��` :''C,-�':'r;436, ' 3. C14 REMOVE 6" DEPTH ADJACENT ''` ' ' ' ' ' 3. ... . CONCRETE - - OF EXISTING SOIL L O :; :;:;:; i'';:�, };:':,:;:;:':'1''' EXISTING L-1 AND REPLACE / 'r` .t. . . .;... ' ' ' ''' TREE (TYP.) NATIVE - - - - - - - WITH PREPARED WALK ' \ .':`t�'�.. . Y;..;;h;.;.;. . _ 7G� c ;r .*. • � EXISTING 12" CAL. I- - - - - -I SOIL MIX (D 1) .'.'.. ..`. . ' CEDAR ELM. PROTECT SOIL - - - - - PER SPECIFICATIONS. 2 '` 4y}` ` ` IN PLACE M. P.) NATIVE ROOTBALL, TILL TO A DEPTH \ 7 , x.'i SOIL 6" REFER TO LANDSCAPE PLAN DO NOT OF 12" TO MIX. ;:++;.;.+-* 1,521 sF CYN DAC MIN. FOR SPACING DISTURB . .4 INGROUND SHRUB PLANTING DETAIL NOT TO SCALE � I'h' . '+' 2 CHI LIN �� �r�" 2 OLE EUR CYN DAC 29,628 SF ;;��vvr,;;y; ; ;.; , - OBACKFILL: USE EXISTING NATIVE SOIL (no t'•'�•' '' CEDAR E M9 PROTECT amendments) WATER THOROUGHLY TO ELIMINATE AIR POCKETS. 0, ;ttY ;,;i; �7 IN PLACE(TYP.) C� \ w, '"�}- r,` EXISTING 7" CAL. F�FUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE CEDAR ELM. PROTECT a s�•r. ENDO/ECTO INOCULANT;** APPLICATION RATE IN PLACE(TYP.) \ PER MANUFACTURERS SPECIFICATIONS. O\ c8� I 8 LAN U R T / RIVER ROCK TO MATCH ADJACENT �� ``� PARKING LOT MATERIAL. \\ 47 ROS OFF W M H, VERTICAL STAKES: 2in. by 2in. UNTREATED #1 �i ``0 ♦♦/^� LUMBER LENGTH OF VERTICAL STAKES TO EXTEND V V♦ 1 !2 TIMES THE HEIGHT OF ROOT BALL. oti I. LATERAL SUPPORT: 2in. by 2in. UNTREATED #1 LAN MON 96 H O LUMBER.LENGTH OF LATERAL SUPPORTS TO BE 1 %z TIMES DIAMETER OF ROOT BALL. QUE VIR 1 DECORATIVE-z" 1 v OJ. Fq EN��g: 62R/ COARRggEE RREAD > CONCRETE O 1 ULM PAR Ui�TNISHED DR�WALL SCRE�S, 3" CAL. a I V I (2) each PER VERTICAL STAKE; I LEU FRU 2 0` 3" CAL. x 0 (8) TOTAL. NOTE: PRE-DRILL HOLES IN LATERALS & 1. 'D.. PLAN VIEW VERTICALS. I MUH CAP 26 O 4 OLE EUR " J. NORTH / _ a G• CUP SEM 5 OO � � DECORATIVE H. Z x TREE PLANT/NG NOTES CONCRETE DECORATIVE III 1. GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE CONCRETE W - 003 LEU FRU REJECTED WHEN GIRDLING ROOTS ARE PRESENT & I QUE VIR 1 D ROOT FLARE IS NOT APPARENT. G4 6 CUP SE 3" CAL. M a 2. FUNGI INOCULANT: CONTRACTOR TO USE - 0 O >,;- III- MycoApply Endo/Ecto OR EQUAL PRODUCT. LEU FRU 1 3 6 LEU FRU imm J (1.866.476.7800) www.mycoapply.com O III-� III III I- 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & CJO 6 MUH CAP = ♦♦�^^ -III -III INSTALL LATERAL SUPPORTS. V♦ W V 0 w=, � L/�,j/j 20 MUH CAP IIIII- W 3 LEU F 4. WHEN CONDITIONS EXIST WHICH PREVENT � � LAIC;, RU� T C EXTEI 1 TIMES 0 `V \_DECORATIVE TREE PLANT/NG DETAIL LEGEND � S , ` CONTRACTOR SHALL INSTALL rocALL STTAKEKE1/2CONCRETES AS DEEP AS � 5 CUP SEM POSSIBLE. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN DECORATIVE 8 LEU FRU Q W STANDARD FOR NURSERY STOCK. www.anla.org 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN i _ �� CONCRETE BO IN PLAN VIEW. (shown left)TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER OF THE ROOT BALL CENTER TREE IN HOLE & REST 6. QUESTIONS ABOUT INSTALLATION OR FABRICATION \ ' ROOT BALL ON UNDISTURBED NATIVE SOIL. OO BELOW-GROUND S KING SHALL BE DIRECTED / j - - fuj OC. T. ROOT BALL: REMOVE TOP%�g BURLAP AND ANY OTHER FOREIGN QUE VIR 6 j / q/� - OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. / 3" CAL. qG0/� GIRDLING ROOTS.** ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED**, FREE \ / / W FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. TREE PLANTING DETAIL NOT TO SCALE / 02) � _ a MATERIALS LEGEND / \ I 1 k p L l 4 ©2016 MERRIMAN ASSOCIATE&ARCHITECTS INC. REVISIONS LANDSCAPE ELEMENTS: - LANDSCAPE PLAN NORTH (L-4GRANITE:) DECOMPOSED O OL-1 PLANTING MEDIUM: COLOR: SUBMIT SAMPLES FOR APPROVAL 0 10 20 30 40 60 THICKNESS: 2" IN POTS, 4" ON GROUND PROFESSIONAL BEDDING MIX SIZE: 3/8 MINUS SCALE IN FEET: 1"=20'-0" (SUUPPL ERLOCATED N INGROUND PLANTING NE SUPPLY LIVING EARTH TECHNOLOGY CONTACT CHAD AOAKINT0214-869-9048 PLANT LIST COMPANY NOTE: INSTALL FILTER FABRIC BETWEEN DG MULCH AND CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS CONTACT: LORA HINCHCLIFF; 214.673.3341 SOIL MIX BELOW VINEYARD, PERENNIALS, GROUNDCOVER, & TURF INSTALLATION: PER DETAIL 03 THIS SHEET INSTALLATION: REF. DETAILS 05, 06, 07, & 08 THIS CANOPY TREES ORNAMENTAL TREES SHEET COMMON BOTANIC COMMON L-2 PLANTING MEDIUM: QNTY. SYMBOL NAME NAME SIZE NOTES QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES QNTY. SYMBOL NAME BOTANIC NAME SIZE NOTES PLANTER MIX 8 QUE VIR LIVE OAK Quercus 3" CAL. CONTAINER GROWN. 26 CUP SEM ITALIAN CYPRESS Cupressus sempervirens 36" BOX 10' 8 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" THUNDER TURF NOTES: 4" CAL. HEIGHT PER INDUSTRY (LOCATED IN ABOVE GROUND PLANTERS: P-1, P-2, P-3) virginiana STANDARDS. MATCHING 6 OLE EUR MISSION OLIVE Oleo europaea 'Mission' 36" BOX 6' g6 LAN MON TRAILING LANTANA Lantana montevidensis 1 SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY 1. CONTRACTOR TO SCARIFY, RIP, AND LOOSEN ALL AREAS TO BE 3" CAL. CONTAINER GROWN. 2 CHI LIN DESERT WILLOW Chilopsis l/nearis 36" BOX 6' CONTACT: LORA HINCHCLIFF; 214.673.3341 3 QUE SHU RED OAK Quercus SEEDED TO A MINIMUM OF 4" PRIOR TO THE ADDITION OF THUNDER DIRT shumardii HEIGHT PER INDUSTRY - 57 ROS OFF TRAILING ROSEMARY Rosmarinus officina//s 1 GAL. 6" INSTALLATION: PER DETAILS 05, 07, & 08 THIS SHEET AND THUNDER TURF SEED. STANDARDS. MATCHING SHRUBS & ORNAMENTAL GRASS NOTE: LAN MON & ROS OFF TRIANGULAR SPACING - 6" O.C. 2. ENSURE AREA TO BE SEEDED HAVE BEEN FINE GRADED, WEEDS, LARGE PROJECT NUMBER: DIRT CLODS, AND CONSTRUCTION DEBRIS SHALL BE REMOVED. 1 ULM PAR LACEBARK U/mus 3" CAL. CONTAINER GROWN, 600 MUS GRA MUSCADINE GRAPE VINEYARD 5 GAL. GRAPES TO BE PLANTED IN ROWS PER ADJACENT EXISTING L-3 STEEL EDGING: 3. INSTALL 1" DEPTH LAYER OF THUNDER DIRT (GEO GROWERS 10'-12' HT., 5' SPREAD QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES VINEYARD. SPACING: ROWS 5'APART,PLANTS 3'O.C. 2015148 1-512-288-4405) SOIL AMENDMENTS PRIOR TO THUNDER TURF ELM parvifolia MATCHING FINISH/COLOR: POWDER COAT BLACK SEEDING AT 45.2 OZ. PER SQ. FT. ,t'�'^•, 22 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL. 24" � 29,628 SF CYN DAC BERMUDA GRASS Cynodon dactylon N/A SOLID SOD ISSUE:MA SIZE: 3/16" THICK x 4" x 16' LENGTH 4. MULCH NEWLY PLANTED SEED WITH UNROTTED, WEED FREE WHEAT r , 9 EXISTING CEDAR ELM TREES. SIZES VARY PER PLAN. r \ 52 MUH CAP PINK MUHLY GRASS Muh/enbergia capillaris 3 GAL. 18" NOTE: APPLY 1" CLEAN TOPSOIL TO BERMUDA GRASS AREAS PRIOR TO INSTALLATION OF SOD MARCH 10,2016 STRAW AT A RATE OF 2 BALES PER 1,000 SQ. FT. THROUGH CONTRACTOR TO PROTECT IN PLACE SHEET NAME: MANUFACTURER: JD RUSSELL (DURAEDGE) S\ f 62% -BUFFALO GRASS(Buchloe dactyloides) SEED PER NATIVE AMERICAN SEED RECOMMENDATIONS CONTACT: 270.826.7008 800.888.6872 ESTABLISHMENT. ��-��` NOTE: REF. PLAN FOR NEW LIVE OAK AND RED OAK CALIPER SIZES 2.372 SF THU TUR THUNDER TURF 17%-BLUE DRAMA GRASS(Boutelouago itis) (45.2 OZ PER 1,000 SQ.Fr.OR 130 LBS.PER ACRE) INSTALLATION: PER DETAILS 03 & 06 THIS SHEET 5. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, 1%-CURLY MESQUITE (Hilariabelangeri) LANDSCAPE PLAN OVER-SEED BERMUDA GRASS SOD WITH WINTER RYEGRASS, AT A RATE NOTE: APPLY 1" CLEAN SOIL (THUNDER DIRT, SEE NOTES THIS SHEET) TO THUNDER TURF AREAS OF FOUR(4) POUNDS PER ONE THOUSAND(1000)SQUARE FEET. PRIOR TO SEEDING THUNDER TURF 6. SEEDED AREAS TO HAVE ONE HUNDRED (100) PERCENT COVERAGE PRIOR TO FINAL ACCEPTANCE. 7. WATER THOROUGHLY THROUGH ESTABLISHMENT. SHEET: GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� cRE� 0� °� �eoe JAMES 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 ��`'� Medlin MEADo� 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�� Cemetery Golf r Y Course a o MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. v o 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR s� TROPHY o�209 s �Iiavcy SEMINOLE Uj = o b 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ��" �° �o F FRESHMEADON m< m "' APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 °° G� r INVERNESS a X �' w PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. �!L iiiii PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING `i"m Q Brown & Gay Engineers, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTORS ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. - = 2595 Dallas Parkway, Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE INVERNE y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N Frisco, TX 75034 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 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. KING Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER0"NITE 114 Tel: 972-464-4835 OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. 0 Copyright 2015 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. L e��O CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: o SOLANA ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. <° 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o � TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. _ 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST good vii 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP CENTURION AMERICAN THE CONSTRUCTION. 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 (NOT TO SCALE) DEVELOPER 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 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 Tel: 214-287-9009 Michael e FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48". 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). MOORELAND 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Engine* . Development . Construction 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 9. ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. 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 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 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 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q X ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. W 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. OF LAND DISTURBING ACTIVITIES ON THE PROJECT. rw >- 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. z 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES z ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION S 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL INSPECTOR. OVERALL LEGEND � U Uj z w U PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. FH Q W U Z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. PROPOSED FIRE HYDRANT W 1 1 1 Q < EROSION Uj CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH L.LI THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. SSMH z z APPROVAL OF THE PROJECT. 0 MANHOLE 19. SANITARY Q � QZ 7 � 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE Illim 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. (_� - J N DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING PROPOSED STORM INLET LU _ �- Q Ur w SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. W PROPOSED STREET LIGHT w J z Q TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO Q-O Q ^ W EXCAVATION. SANITARY SEWER NOTES: ® EXISTING TRANSFORMER Q - � V) m 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. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING (:)-o EXISTING STREET LIGHT Q W CONSTRUCTION. 0 3: 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS G EXISTING GAS METER AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, Q LATEST EDITION. 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 0 EXISTING ELECTRIC MANHOLE z zZ THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. W N EXISTING SIGN U Q O 0 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. FH ~ o FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. EXISTING FIRE HYDRANT 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY 3 SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. wWHEN ISSUED IN w 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. a 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 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. Ui RESPONSIBLE ENGINEER: 0 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS TEXAS REGISTERED ENGINEERING < 1-800-344-8377 11. NO SERVICES ALLOWED ON CLEANOUT STACK. WILLIAMRI JANNEY, P.E. Uj z 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 Uj 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. March 10, 2016 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 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST ! ! CAUTION THE CONSTRUCTION CONTRACT. EDITION. b Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT P a BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 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 any Construction Activities i DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. ` 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. s CAUTION 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: 1-800-DIG-TESS LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOURS PRIOR TO CONSTRUCTION 0 MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). 1 ON PROJECT. 004 i STORM DRAIN NOTES: REVISIONS g 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV NO. DATE DESCRIPTION �i JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. i 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2. NO PRECAST CURB INLETS. CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE r OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. CL ;_ i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: o 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. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: 0 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT CD WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PROJECT NUMBER: PAVING NOTES: 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL .0 MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. 1-1 z O FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. GENERAL NOTES w ' 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. ZH w3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT >o CONCRETE AND/OR ASPHALT EDGES. QQ 1-1 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW.06 Z ° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS15349OR2 PREPARED BY EWI 0C4 � AND DATED SEPTEMBER, 2015 mo Ordinance 777 TROPHY CLUB o o in p CRE' ��o Gc0–i BOB JAMES Medlin MEA00� Cemetery Golf y Y GJ� Course o dJ SUN TROPHY C'�2Q \P q4- ,1 j, SEMINOLE Ld T= o rn v /J ° 114 F�9 GOA lOOoYcr FRESH MEADO N ma m N Q W v� ° \ \ \ \ \ s G� o � INVERNESS a x W Q Brown & Gay Engineers, Inc. d6 WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 \ ��, o Frisco, TX 75034 ° \ U) Tel: 972-464-4800 • www.browngay.com ° d \ TBPE Registration No. F-1046 A G Contact: Will Janney \ \ Tel: 972-464-4835 4 SITE\ 0 114 Copyright 2015 w d ° N a SOLANA 0 d v Gr ° \ \ DOVE ROAD nid, v \ O CTS °° J 1 / �0Oa N a 1 A A �\ Q VICINITY MAP CENTURION AMERICAN \ ° WOMEN 22 (NOT TO SCALE) DEVELOPER d / 658'-0.. STORAGE 4 d �� CENTURION AMERICAN JAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 CONCESSIONS Contact: Michael Beaty \ MEN 16 Tel: 214-287-9009 ° v 6581_01, LIGHTS \ d° 0 658'-0",. MOORELAND \ O//4 c ° \ ',° \ v a U)J < d v ° JLL] ° A ° ( I— ° ° ,J 658'-0 Horizontal Scale: 1" = 20 Uj 0 d ° W (� wv e \ Jd / 0' 20' 40' < Q W U Z d 656'-0" a W z W LLI Q d v Z Q d \� J la— U — J 646'-0" 653'-0" 12- � (D LLI W W W = J Z Q ° v ° dSOUND v Q Uj U) m � Z W `" /J 643'-0.... O W w 9 SEATS S ° \ ° 642'-0" 64 SEATS 649'-0" ? LL ° ° / L.L O 641'-0"" 58 SEATS ~ z a ° 640'-0 \ v 52 SE \ W EcL ATS O \ V Q PJ 46S CA rs 6SEATS �op O� 299 FIXED SEATS o ° °J ° 639'-0" 644'-0" 004", THESE PLANS ARE ISSUED FOR ' 644'-0" 6A9FSS� THE PURPOSE OF PRELIMINARY o d 1o,oN REVIEW AND ARE NOT INTENDED / FOR CONSTRUCTION. 1 1 /� WHEN ISSUED IN d 639'-0" 639'-0" FINAL FORM THEY WILL BE FI I ° SEALED, SIGNED AND DATED. w Q ° 639'-O" STAGE 0 643'-0" o�P x .� 6J I G' RESPONSIBLE ENGINEER: I d BROWN & GAY ENGINEERS, INC. QI 639'-0" 639'-0" 14 M TEXAS REGISTERED ENGINEERING Z639'-0" >I / v° —❑ FIRM R. F-1046 WILLIAM JANNEY, P.E. NOTES: TEXAS REGISTRATION NO. 108663 ❑ JAN 16w 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS March 10, 2016 "' GREEN ROOM 639'-0" RESTROOMS ABOVE EXISTING FOR THIS PLAN SET r 'J 629'-0" BELOW AT 649'-0" I I CAUTION 1 ! NI I 1 643'-0" ABOVE C 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED Contractor to Verify exact location $BIONS 5 J & Depth of Exist Facilities Prior to / p o J CONCE ° any Construction Activities STORAGE BELOW al I ❑ � � ❑ � OFFICE ° AT 629'-0" TBM1 - "❑" Cut in median nose located " 700 feet southeast of intersection of Davis s d dam Blvd. and Dove Road. Elev. 668.96 CAUTION - J ° d d ° ,d ° n OFFICE ° J CONTACT: 1800-800 v J e ° ° d N 'll ,J s2s'-o" ° d J ° 12 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 48 HOURS PRIOR To CONSTRUCTION o I °° / a ° a J d ° a ° ° ° d L)I \ c1ORAGE v Elev. 679.58 J 639'-0 ° " 0 ,° \ ° ° REVISIONS ° J ' J ur_e ° ° ° TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. REV NO. DATE DESCRIPTION �I d d J / REMOVE 344 LF EXISTING CURB \ ° 'd ° d ° 1.5 Elev. 683.26 ° INSTALL LONGITUDINAL BUTT JOINT ° d ETS/ 5' ° TBM4 - "❑" Cut in median nose located "600 feet east of intersection of Davis Blvd. ° d , \ °WILL C 2 ° and Dove Road. Elev. 648.47 \u n v° a d ° d O. ° ° d EXTEND SIDEWALK TO 10' WIDE J J ° d d \ d N / R,3' ° R30' 0 \ ° d v ° ° V) f \ ° d DRAWN BY: d / d ° / ° \ — PAVEMENT LEGEND w J O ° CHECKED BY: YI / , d ° ° (SEE GEOTECHNICAL REPORT) Jd ° 01 v / - CONCRETE PAVERS ABOVE 3/4" OF SAND DATE: ° ° AND 5.5" 3,600 PSI CONCRETE W/ #3 BARS ON 18" O.C.E.W. ON 6" OF \ ° ° J ° ° J °d ° LIME/CEMENT TREATED STABILIZED PROJECT NUMBER: ° _ SUBGRADE. SEE ARCH. PLANS FOR C)m /J d° J PAVERS TYPE AND LOCATION Sheet No. Z0 \ °d d I o PROPOSED SIDEWALK 4" 3,500 PSI PAVING PLAN (� I I w J ° ° ' CONC. PAVEMENT W/ #3 BARS ® 24" N O.C.E.W ON 6" STABILIZED SUBGRADE z � Lu Q Q' v °, I v i Z N ° ° C5 U ° > d A, J O1 / Q d ° d d 0�< v m Cy ° Ordinance 777 TROPHY CLUB N o J CRE�'���G�� c0-i BOB JAMES Medlin MEA00 S Cemetery SVGolf 2 Y Course o J ° \ \ \ I TROPHY 2GFglldyq y SEMINOLE T� ? v �oP l��OgcF FRESHMEADON ma m N Q 114 G ti r w � ';� Y la = Brown & Gay Engineers, Inc. WESTLAKE — 2595 Dallas Parkway, Suite 204INVERNE o Frisco,:X 75034 Tel: 972-464-4800 www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney 1 1 I � Tel. 972-464-4835 SITE o Copyright 2015 I \ \\ \ \ ( X > SOLAN °/ \ DOVE ROAD o ° �J 0.31 1 .3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ VICINITY MAPCENTURION AMERICAN \ _\ \ \ � \\ \ NOT TO SCALE \ \ \ \ s5 E o22 \ \ \\ — \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( ) DEVELOPER \ \ \ RAG` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 \\ — — \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ Contact: Michael Beaty Xj \\ \ \ \ \ \ \ \ \ \ \ � I `l\ CONCESSI NS � \ \ 1 \ \ \ \ \ \ ►� �/ — — — — \ \ \ \ \ \ \ \ \ \ \ Tel: 214-287-9009 ° \ \ \ \ \ \ \ \ \ \ \ \ A IN, 658'-0 LIGHTS— \ \ \ \ \ \ \ \ � \ \ \\ \ \ \ \ \ 635 \ \ \ \ \ \ —�°° 658'-0.,. G \ \ \ \ \ \ MOORELAND A \ \ \ \ \ I O I \ i�— \� \ \ \ \ \ \ \ \ \\ Engineering - Development • Construct,or, Q U) a F_ ° ° ° I I I \ \ \ \ \ \ \ I / Cph / \ \ \ \ \ \ \ \ \ / / z \458'-0"' \ / Horizontal Scale: 1' = 20 W 0 Uj \ \ \ /J\ \ \ \ \ \ \ \ \ \ \ \ // / / // / / / / / / \ \\ \\ \ \ \ \ \ / / U Z v \ °a A \56\0 \ V A2 — v �� / r / / / �' / / - \ \ \ VA \ \ \ \ \ / ,��I � W Q � v vv� vv � � vv vv v � � - // // //� / � � l�3 - vv � vv zzz zw \ \ \ \ � \ 0.705.7 / vvv A4 v � < � � � � � a // // — \ \ \ \ V A CV – 0.907.3 \ \ \ \ \\ \ 6 _\ _ / rY = �- — Q Lu 646 yQ� / -� \\ \ \ \ \ \\ \ \ / �� LLI vLIJ Y 4 ,,SOUND 0.060.2 2E 2 _j i / / / / � \\ \\ \ \ \ \\ \ \ \ / / z V! SFA TS 642' 0"" / LL \ / \ \ \ \ �� / w Q 11 \ \ \ \ I III I — _ — _ — 45 / �LO 2�j Ff�C E D Sf ATS \ I I I f _ �/ / 6-39'—O/ / \ \ / THESE PLANS ARE ISSUED FOR N l 44� g91 \\ �0 \ \ \ / THE PURPOSE OF PRELIMINARY s� o \ �'0. \ \ \ REVIEW AND ARE NOT INTENDED ° \ \ °\ FOR CONSTRUCTION. WHEN ISSUED IN 1 �\ 0 / r / /- / / / s3s' I ) \ \ \ \ / FINAL FORM THEY WILL BE Iv \ \ SEALED, SIGNED AND DATED. F I I ° 1 6 9'-0" AGE-0643'-0 �- / \' / / I cF \ \ \ \ \ \ / G' I \ \ \ \ RESPONSIBLE ENGINEER: M i\ I ° _/ / ,, / \ \ \ BROWN & GAY ENGINEERS, INC. / i �'-0" — a / / j �- -� _i 639'-0' \ \ NOTES: FIRM F-1046 / 7 -0" 14 "Y, TEXAS REGISTERED ENGINEERING \ / / of \ / / / r \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS WILLIAM R. JANNEY, P.E. o \ A7 -Q, 635 - -- i— /- / JAN \ \ \ EXISTING FOR THIS PLAN SET TEXAS REGISTRATION N0. 108663 16 W / \ \ March 10, 2016 1. 0.030.3 ° I / / GREEN ROOM _/ f f _ �� / / r 9-0 RESTI ' \ / / f 62�.''��, BELOW \ " ! ! CAUTION I I -43'/0" AD r_ \ TBM1 - ❑ Cut in median nose located 700 feet southeast of intersection of Davis A5 Blvd. and Dove Road. Elev. 668.96 Contractor to Verify exact location �� & Depth of Exist Facilities Prior to o \ ° C0S1 i an Construction Activities al El El ElSTORATL6. 0.050.4 TBM2 - "El" Cut in median nose at intersection of Davis Blvd. and Bull Way. y o \ ° / d ° a OFFICE OFFIC Elev. 679.58 CAUTION \ I J / �� 6� ° IA ° J ° ° a ° ° ��� �— V \ CONTACT: 1-800-DIG-TESS / \ / I a ° � J TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. 48 HOURS PRIOR To CONSTRUCTION "I `\ %' ° ° ° ° —� ° — \ \ \ Elev. 683.26 / \ ./ \ ° 6 J 39_o / / / O ° ° ° � . \ \ - " REVISIONS / \ — TBM4 ❑" Cut in median nose located X600 feet east of intersection of Davis Blvd. REV NO. DATE DESCRIPTION <i and Dove Road. Elev. 648.47 A6 A V/ ° / ETS, \ a ° ° \ ° — 0.060.5 — ° ILLO ° 630 ° \ - _ LEGEND yl I I II `° 16 I \ ° _\ J \ \ ° ° ° \° DRAWN BY: I I I I I I 3� \ ° ° — — \ ` — ,J ° \ — — DRAINAGE AREA BOUNDARY w III \ / / / / ,J / /� _ _ \ O EXISTING CONTOUR LINE CHECKED BY: I I I ° _ -- _ J4 A 650 PROPOSED CONTOUR LINE DATE: o — — I PROPOSED STORM SEWER PROJECT NUMBER: I I — U II � �in I I I I — _ J —DRAINAGE AREA NUMBER Sheet No. zo 1 I � � � � P3, 3.51 32.5 — 100-YR RUNOFF IN C.F.S. PROPOSED Uj l I 1 1"A Z Uj I I I I / / DRAINAGE AREA IN ACRES DRAINAGE AREA Qz / I I / \ _ / / / MAP cD J I I 1 1 \ \ / / / / ♦ DRAINAGE FLOW DIRECTION Z o C 6 io STORM DRAIN INLET °(L m ° Ordinance 777 TROPHY CLUB N S CRS F,GcBOB JAMES Medlin MEA0 0�R5 N5�( CernFIiYeter O�J�2 Al Cour seSEMINOLE Ld v F 114 � Gam° �OQY r RESH MEADOW 00< Z y a x I W Q Brown & Gay Engineers, Inc. = 2595 Dallas Parkway, Suite 204 WESTLAKE INVERNE � y, \ \ \ \ \\ \ \ \ \ \ \ \ N� o Frisco, TX 75034 �p CnTel: 972-464-4800 • www.browngay.com K,NG TBPE Registration No. F-1046 anney SITE Contact: Tel: 972-464-4835 o 114 Copyright 2015 Df SOLANA \ G \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ Horizontal Scale: 1" = 20' oar ° /��'/` I I 1 GG, 60;\, \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ DOVE ROAD JW661.72 66s \ \ \ \ \ \ \ \ \ _\ \ \ \ \\ \ \ \ \ \ \ 0 20 40 4yTF V4 0 BW65MO I � \ \ \ \ ° �dµ�ooa a V) \ JCENTURION AMERICAN 665-- --��\ \ \ \ \ \ \ \ \ \ VICINITY MAP \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ w EN 22 \ \ \ \ \ \ \ \ \ \ \ \ (NOT TO SCALE) DEVELOPER \ °_\ ° \ \ \ \ \ \ \ TW658.00 \ '-0- \RAGE \ \ \ \ 664 \ \ \ \ \ \ \ \ \ CENTURION AMERICAN 4 \\ \ \ \ MATCH EXISTING \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1800 Valley View Lane, Suite 300 JAN _ 663 Farmers Branch, TX 75234 CONCESSIONS — — _ \ \ \ \ \ \ \ \\ \ \ \ Contact: Michael Beaty — 662 \a \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ Tel: 214-287-9009 658'-0', LIGHTS_ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ ° TW658.00 — � 6 \ 635 \ A°\ \ \ \\ \ \ BW652.29 I _ — _ 658'-0"" _ __— l \ \ \ \ \ \ \ \ MOORELAN \MATCH \EXISTI O I \ — 1— — — — -- — \ \ \ \ \ \ \\ \ \ \ \ \ \ \ 9 e*ronq . Development • ConstruttNon En in SV x /-j \ ° \ / / / ' I I I / 6/ / — \ \ \ 6\ \� TW659.82 \ / - ° \ 5� \ \ BW658.00 \ .. 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BW637 82 1 1 \ / t - / - �_ / / 7 -o" / 14 I� BW640.88 TEXAS REGISTERED ENGINEERING � MA,fCH EXISTING I / — ��� — _ "I / 63s'-o" MATCH EXISTING FIRM F-1046 Z , fix_ / / \ WILLIAM R. JANNEY, P.E. Q _ - /' \ TEXAS REGISTRATION NO. 108663 0 / 6 _ _ / / / 1 35 / JAN 16 W \ \ xx Murch 10, 2016 F GREEN ROOM J I �� �� / 9'-0" i O RE STR S--�BOV�\ NOTE: r TW639.00 / / f — s2�' BELOW/ AT 649�0 ! !CAUTION U)I 3W635.84 \ �' / 1 — X43'0: BE E I / \ ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS N EXISTING FOR THIS PLAN SET. Contractor to Verify exact location MATCH EXISTING ° S1�4SI & Depth of Exist Facilities Prior to o I -� STORAGE BLOW \ ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. any Construction Activities al I ° \ / / / I _❑ _❑ ❑ / AT 629'-0' j \ \ / ° \ / / asF 3� - , ° ° ° ° ° / ° ° /° / OFFICE OFFIC / \ „ » CAUTION I I I 0 \ 6 ° ° a ° \ \ / TBM1 - ❑ Cut in median nose located - 700 feet southeast of intersection of Davis CONTACT: 1-800-DIG-TESS / \ J\ \ / ° ° ' ° ° ° \ \ \ \ Blvd. and Dove Road. Elev. 668.96 48 HOURS PRIOR TO CONSTRUCTION o TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS a \ ° / Elev. 679.58 REV NO. DATE DESCRIPTION \\\\ \ / \ / ° ° \ \ TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. \ ° ° <ETS Elev. 683.26 - E I\\\\ \ \ \ / � ° �� / , ° • , ° $ — r — \ \ \o» ` TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. \\ ' \ \ / ° / ° , \ ° \ \ ° ° J and Dove Road. Elev. 648.47 U) / _ CL I I ° ° ° 6,30 V) I I \ 63 \ ° ° \ \ \ ° ° ° \° DRAWN BY: J ° I / \ O CHECKED BY: LEGEND _ Jn01 A �/ ` �� / =�� v v ° ° FHS PROPOSED FIRE HYDRANT DATE: 625 v v ° / \ J a °° J ° °� ° — SSMH PROPOSED SANITARY PROJECT NUMBER: MANHOLE -j' C� PROPOSED STORM INLET Sheet N O Z� I � I I I ° b50 EXISTING CONTOUR LINE GRADING PLAN w , l - - z I I III / / / \ \ \ ° ° J \ V 650 PROPOSED CONTOUR LINE w� / / \ 630 v 1"A ° J C7 Ordinance 777 TROPHY CLUB o o J o CRE�'� G� 5 BOB JAMES Medlin MEA00 % Cemetery Golf y Y e6 DUCT BANK ESMT ��RS NS�� Y� � Fql CourseSEMINOLEJ 2 \ TROPH 2a� i o rn 9 \ c \ 114 \ s G� U'FREMEANv RNESS a s m I N W w ? \ V \ \ �``?"m z Q Brown & Gay Engineers, Inc. s CONNECT I EXISTING \ � C � WESTLAKE � � r� 11 VER � 2595 Dallas Parkway, Suite 204 DUCT BANK STUB ' � �, o Frisco, TX 75034 \ U) Tel: 972-464-4800 • www.browngay.com L+ TBPE Registration No. F-1046 d / \ Contact: Will Janney \ INSTALL: Tel: 972-464-4835 e C 1 - DUCT BANK STUB SITE INSTALL 6" & 114 Copyright 2015 e FIRE SERVICE LnSOLgNq INSTALL 2" �r ° `� °J " WATER ESMT DOMESTIC SERVICE DOVE ROAD �,�sc \ / o r9 e WOMEN 22 INSTALL \ WM f 658'_0" STORAGE y�F ° 88 LF 8" WATER a r \�I *00 N a tP� d �� a' JAN VICINITY MAP CENTURION AMERICAN e e 6J � CONCESSIONS W / MEN 16 (NOT TO SCALE) DEVELOPER 6„ SS SS 658'-0" LIGHTS SS '��� \� 1800 ION ValleyURIAMERICAN 300 0 INSTALL \ Q� — 658'-0"" Farmers Branch, TX 75234 \ ° 86 LF 6" SS M of Contact: Michael Beaty ���• J° / Tel: 214-287-9009 INSTALL M SANITARY • \ ° 58 LF 6" WATER / SEWER ESMT MOORELAND e Engincerrng . Development • Cvnstruct,r-r+ ° vk FDC INSTAL FIRE e FH Q W DEPART P ENT CONNEC ON s58'-o"" RELOCA E a ~ EXISTING O ° �\ 656'-0" F- J \ Ur- INSTALL: � � F- A 1 HANSON #24 CATCH BASIN Z N ° Horizontal Scale: 1" = 20' W O U U ° 12' RINSTALL:Cp 67 LF 12" RCP Z wA We , , 646'-0" _ _ 653'-0° 0 20 40 < Q U Z e ° SOUND INSTALL: LJJ W 0� 16 LF 12" RCP INSTALL: Z = z ,J 643'-0"" 181 LF 18" RCP U j INSTALL: INSTALL: �2' RCP — _ 112- Q N LL] 1 - HANSON #24 CATCH BASIN 6'1 - HANSON #24 CATCH BASIN / 649'-0" W = J z Y s� \ s4i'-o ' S8 sUj irs INSTALL: \ \ Q �/�♦ W -J d RCp 640'-0'' S2 s 6 LF 12" RCP \ Q �— V J F- \ W m U) P J INSTALL: � 12 46 s�rss \ INSTALL: °��o O\ O � c 59 LF 12" RCP 299 FIXED SEATS 1 - HANSON #24 CATCH BASIN ��e° Q 10 3: Ll \ 639 —0 ° O \ INSTALL: ��, 644'-0 oo eINSTALL: 64 . /— 6 LF 12" RCP �f'CA sg9cFss% \ Z z ° 1 - HANSON #24 CATCH BASIN / \ \ \ o- + LL I N \ • '`" �� / INSTALL: \ - INSTALL: NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U Q O • `' �� a I �`\ INSTALL: 110 LF TRENCH DRAIN 1 HANSON #24 EXISTING FOR THIS PLAN SET Ln ° 4 LF 12" RCP INSTALL: \ \ CATCH BASIN s3s'-o" 1 - HANSON #24 CATCH BASIN STAG @ 643'- \ �� , ; , C; \\ �2, RCp 2� °es° THESE PLANS ARE ISSUED FOR aJ vQ 12„ R I INSTALL: Po' �� THE PURPOSE OF PRELIMINARY I ° CP s3s'-o" 39 LF INS RCP '-o" 14 M " REVIEW AND ARE NOT INTENDED TBM1 - ❑ Cut in median nose located 700 feet southeast of intersection of Davis FOR CONSTRUCTION. o I 639'-0" IN W N Blvd. and Dove Road. Elev. 668.96 FINALWHEN THEY WILL BE INSTALL: INSTALL: a SEALED, SIGNED AND DATED. F \ 59 LF 18'J CP / \ 17 LF 12" RCP JAN 1 s W TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. aGREEN ROOM — a0 639'-0" RESTROOMS ABOVE Elev. 679.58 RESPONSIBLE ENGINEER: INSTALL: 629'-0" BELOW AT 649'-0" BROWN & GAY ENGINEERS, INC. QI 1 s43'-o" ABOVE C / TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. TEXAS REGISTERED ENGINEERING N ° 1 - DUCT BANK STUB Y JANNE >-I ,J CONCESSIONS \D r �z \ Elev. 683.26 FIRM WILLIAM R. JANNEY, P.E. STORAGE BELOW I C 5` AT 629'-0" TEXAS REGISTRATION N0. 108663 OFFICE o / TBM4 - ❑ Cut in median nose located -600 feet east of intersection of Davis Blvd. March 10, 2016 w- J ° ,° OFFICE ELECTRICAL EASEMENT and Dove Road. Elev. 648.47 L ' ' CAUTION 1 i V)I /J 6 d ° I N ° _� J / / INSTALL FIRE V) ° G , d d J ° ° d ° xact locaion DEPARTMENT LEGEND &oDepthooftExstriFacllties Priortto o n 639' CONNECTION any Construction Activities ELI ° J INSTALL: FH ° n ° d W �W e7d" d C PROPOSED FIRE HYDRANT CAUTION CONNECT TO ISTING ♦ ° ° 1 - DUCT BANK STUB E FDC J ♦ / SS ss CONTACT: 1-800—DIG—TEss N DUCT BAN STUB ° ss \ W ° ° �S/ L RELOCATE EXISTING DUCT SSMH PROPOSED SANITARY 48 HOURS PRIOR To CONSTRUCTION ° ° ° sem — ss � °WIL9 e D BANK PULL BOX s \ \ °\\c ° e CONNECT TO EXISTING ° S .d F • FH 6" W MANHOLE REVISIONS g INSTALL FIRE / DUCT BANK STUB / ° d ° J e \Ss W • e ° ATER 0 PROPOSED STORM INLET DEPARTMENT ° REV N0. DATE DESCRIPTION r7� CONNECTION ° INSTALL: _ s c FDC ,u PROPOSED FIRE DEPARTMENT CHECK Ss 1 - 2" DOMESTIC WATER SERVICE REPLACE EXISTING ° • INSTALL — 1 - WATER METER COMBINATION INLET WITH s W W 20 F 6" WATER © PROPOSED DUCT BANK PULL BOX L INSTALL: •• ° 1 - 6" FIRE SERVICE 2-7'-10" TRIPLE GRATE INLETS J ,J W ° • / SS / CONNECT TO EXISTING 8" WATER STUB ss RELOCATE IN C 1 - 8 SANITARY SERVICE �, O ° ss EXISTING FH —W— W PROPOSED WATER LINE CONNECT TO EXISTING 8" s / J INSTALL: ° INSTALL: °� 10'x10' mss SS PROPOSED SANITARY SEWER SANITARY STUB ° „ d 1 - 8 SANITARY SERVICE _ i 1 - 8 SANITARY SERVICE CONNECT TO EXISTING 8" INST LA L: WATER ESMT ss— PROPOSED SINGLE CONDUIT DUCT BANK in INSTALL: CONNECT TO EXISTING 8 SANITARY STUB DRAWN BY: 1 - 2" DOMESTIC WATER SERVICE s 5 SANITARY STUB I 1 - 2" DOMESTIC WATER SERVICE E! 1 - WATER METER �' ° I v"'i 1 - 6'A FEREMETER SERVICE J ° ° PROPOSED STORM SEWER YI 1 - 6 FIRE SERVICE e ° I \ ° J J CHECKED BY: CONNECT TO EXISTING 8 WATER STUB e J ° I \ CONNECT TO EXISTING 8 WATER STUB DATE: 0d ° °,J I N I \ PROJECT NUMBER: v Y zo Sheet No. \ /I \ ° d I WATER , STORM , FIRE COVERAGE w RADIUS = 150' D U C TB A N K , �c Z F �V) >- SEWER PLAN Z � N C8 Z 0 0 oL mCy Ordinance 777 TROPHY CLUB g L)BOB JAMES Medlin MEg00s\ - / Cemetery Golf y w Course o FA/* SEMI OLEUj 9� r 'c=i o a0i \ 114 GODY r RESFI MEAD W < Z 640 / \ \ \ I I a x I LILI Y — _ \ \ I I — — — \ \ �' \ z J Brown & Gay Engineers Inc. WESTLAKE = 2595 Dallas Parkway, Suite 204 o INVERNE I— o Frisco, TX 75034 1 1 1 I Tel: 972-464-4800 • www.browngay.com \\ \\\ \ \ \ \ I I / /�` \ \ \ \ ✓ \ \ \ \ \ \ \ TBPE Registration No. F-1046 Contact: Will Janney • '� �\ III I J \ \ \ \ > \ \ — — \ SITE 114 Tel: 972-464-4835 o Copyright 2015 L e a SOLANA DOVE ROAD o VICINITY MAP CENTURION \ \ \ 6o• \ \ \ \\ \ \ \ \\ \ \ \\ • \ ` \ \ \ \ \\ \ \ \\ \ STORAGE \ \ \ \ \ \\ \ \ \ \\ \ \\\ \ \ \\ \ \ \ \ \ \ \ \ \ (NOT TO SCALE) DEVELOPER CENTURION AMERICAN \\ \ \\ \ \ \ CONCESSIONS — __ \ \ \ \\ \ \ \ \ \\\ \ \ _\ \\ \\ \ \ \ \\ _ 1800 Valley View Lane, Suite 300 --- \ � \ � \ \\ \\ \ \ \ \ •-a � O � — — � \ \ \ \ \ \ \ � \ \\ \� \ \\ \ \\\ \ \\ \ \�� Farmers Branch, TX 75234 / \ \ 635 �, °_ __ —_ 4-, \ \ \ \ � � \ \\\_� \ \ \\ \\ \\ �. \ Contact: Michael Beaty \ \ \ \\ \ \ O i _ _ _— _ _ _ ` Tel: 214-287-9009 MOORELAND engineering . Development onstr��ct r-r, \1 INSTALL STORM INLET �, PROTECTION \ • J \ / — — �\ \ \ \ \ \ �� / i \ \ \ \\\ \ \ \ \ \ \ \ � f �/ U) j 656'-0 \\\ \\ \ \ / / \ \\ � Horizontal Scale: 1' = 30' � X� \VA\\\ v \\\\\ \ \ \ \ J / Z646'-OI / \ \\ 653'-0 (D ,SOUND / / �' \\\\\ \\ \ / / / I �C _7 / W o / // �,,, / / � _ _ _ \\\ \ \ \ — _ ' � / / / \\ \�\ \\ \ �\ ✓ / / i — NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U L W U 6'sS0S ---- / \\\ \\ \ 64s\-o•.. \ \ / / x,50 / _ EXISTING FOR THIS PLAN SET W Q W � � \ \11 s � / vvvv , � i � � / / h�� _ - - — _ tea. Q � z 0 46 �`� - - - - - W � � 645 / / �2"9 FIXED � /' / \\ � eo�� \\ \ / 645 \ " �� T .\ \� / / TBM1 — ❑ Cut in median nose located 700 feet southeast of intersection of Davis Q i V 63��Q ¢4 _ Blvd. and Dove Road. Elev. 668.96 I— \\� FURNISH & INSTALL: A � \ � � -�;,�=D• ��� ,. � � � \ \ -� � � / / / / � _ — v �� " � W I LF OF A \ \ / _ CA) — v TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. W o Y \" 1 \\\ \ \ ;\ `°• -� / �sr E o�43'-D•-/ / / 639' 0 I \ \ \ / / / / _r4 `�\ Elev. 679.58 W ^^ z Q \ \ \ SILT FENCING I 9 0•_ — / � ,— ,_ / / \\ \ /� / / s \ L.L W o — — — / \ \\ / /j /� — _— 40 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. a Q t: m F- 14 1 _ _ 639._0. � \ \\ \ \ / � / / — � \ Elev. 683.26 z G w W 111 \ \ \ 0 \ \ \\ ii/ / � - - - \ �/ � - 17) o Q a — \ � � — \ \ �>� TBI "❑" Cut in median nose located 600 feet east of intersection of Davis Blvd. � � � \ \ \ �� / / N \\ \�., / / -`GREEN ROOM - ' �/ 61, 0•BELOwl / o RF5fR°°M8498°VE \ \\ \ / / // / / ` \ \ and Dove Road. Elev. 648.47 101- 0 I A VA\\ v I �� �/ sr INSTALL: ��� / ❑ ❑ ❑ � OFFICE/ _ °nTSBo F231IILF OF I — W J \ w / O \ \ \\\ ^ ' /' / ' ,. a OFFICE �.. �, — / • • • 1 O � � \ \ \\\\ \ \ / _ / / �� // /� TOP VIEW SILT FENCING \ � � \ N C; ��/' / \ \ �♦ J ted• \\ \ \ \ \ / •/ ANY LENGTH PLUS 12" TO SEAL ENDS THESE PLANS ARE ISSUED FOR / 1 \ I I I \ - � < ; _._a ���,, / / / � 1 THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED rnLL FOR CONSTRUCTION. • J / \ � \ -- _ � � 635 /// / '// / /// ' '// ' '/g / /// ' '// / // _ N WHEN ISSUED IN / / FINAL FORM THEY WILL BE W III \ \ \ INSTALL STORM INLET / 19 SEALED, SIGNED AND DATED. a / I _J 630 _ / !%: %: %: %: %: %: %: 'liUj / PROTECTION \ — 12 r III I 630 all II I I I I I I I I I II I \ \ • / // / \ \ \ , \ RESPONSIBLE ENGINEER: O \ BROWN & GAY ENGINEERS, INC. a \ TEXAS REGISTERED ENGINEERING —1046\ FIRM F 625 3' WILLIAM RJANNEY, P.E.7 TEXAS REGISTRATION NO. 108663 Uj i March 10, 2016 N • J•I J / / / /� / // / i , //� / / i / / 4' —T .--� . ' ' CAUTION" , ! I Contractor to Verify exact location SIDE VIEW END VIEW & Depth of Exist Facilities Prior to al � _J / \\ �630 � I I \ — \ \• any Construction Activities / 0 / 10 ` I \ / ��� \ NOTES.g I1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. CAUTION , 1 l \ 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT _ CONTACT: 1-800-DIG-TESS c I / / / // I ) ' / \ / / / / I \ ` _ _ FABRIC SECURED WITH TE CLIPS EVERY 8 INCHES. 48 HOURS PRIOR TO CONSTRUCTION o / / / / / / 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. 625 \ _ 50' Min_ 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. REVISIONS11 U /\ ✓ / / / _ _ ADVANTAGES. REV N0. DATE DESCRIPTION / •• 625 / V \ Concrete Boulder Type Rip Rap, A) EASE OF INSTALLATION / \ \ Grade to Prevent Runoff from B) EASE OF MAINTENANCE Leaving Site Filter Fabric C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS D) CAN BE REUSED E ap� s N 1' lERIAl HEAVY DUTY CURB INLET PROTECTOR s ° MA D D ° s FABRIc� y ° I FlL'�R � Existing Grade °•' Roadway NDRAWN BY: I t/ PROFILE LEGEND G OF pE1 ApARr l UJi 5 BEI6-10 \ EXISTING CONTOUR LINE CHECKED BY: Y FILTER FABRIC MATERIAL SECURELY o TO \ I FASTENED TO THE POSTS OR (IF USED) THE WIRE MESH. 50' Min_ .D STEEL POST ° 650 PROPOSED CONTOUR LINE DATE: o APPROXIMATELY 8" OF FILTER I Transition to Roadway e. ° FABRIC MATERIAL MUST EXTEND — D SILT FENCE PROJECT NUMBER: INTO A TRENCH AND BE ANCHORED o FOR ADDITIONAL STRENGTH WITH COMPACTED BACKFILL MATERIAL STORM INLET PROTECTION FILTER FABRIC MATERIAL MUST > CJ m BPS BE ATTACHED TOA 6-INCH RUNOFF N� — C �, + Sheet N O. Z o (MAX.) MESH WIRE WHICH HAS BEEN FASTENED TO THE POSTS. STABILIZED CONSTRUCTION ENTRANCE Radius(5' Min. EROSION CONTROL z /� ) ° w I APPROXIMATE 4"X4" TRENCH PLAN N R.o.w ♦ DRAINAGE FLOW DIRECTION ZUj >— ��� PLAN VIEW D STORM DRAIN INLET _j °6�1 INSTALLING A FILTER FABRIC SILT FENCE STABILIZED CONSTRUCTION ENTRANCE C 9 01 0�< Ill Cy Ordinance 777 INVOICE Star-Telegram Customer ID: TOW27 808 nrockmorton St. Invoice Number: 337376651 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 4/1/2016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 4/30/2016_ Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33737665 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates: 3/31/2016-4/1/2016 Description Col Depth; Linage MU Rate Amount TOWN OF WESTLAKE ORDINANCE NO. I3580 1 34 34 LINE $6.13 $417.08 ..TOy4#N�i WET Mise Fee ANS ORINAE �> $10.00 F WESTLAI(E, TEXAS, APPROVING A PLANNED DEVELOPMENT C#IS- TRICT (PD) SITE PLAN FOR A. PORTION OF PLANNED DEVEL OPMENT DISTRICT L PLANNING Net Amount: $427.08 AREA 20DI-2 i ESTABLISHED BY ORDINA€ E 7 3 FOW THE,PROP- ERTY GENERALLY LOCATED ON .THE SOUTH SIDE OF HWY-114, -,EAST OF DAVIS<BOULEVARD,AND NORTH OF SOLANA BOULEVARD, to LY: KNOWN AS WEST- - ENTRAl7Au PROVIDING AN �FFECT1V PA pRpit's0iO�syt A i:NALTY AI� SND PROID- ,NIH7 �SY PUO I EGr FOR -AIROS CLAUSE DEBORAH JEAN BAYLOR SlTO3ION S A0}t s YlGsat� a`o. `'�• � „�� tho ortlsiotis this :_•.� �� Notary Public,State of Texos My Commission Expires list%�famistl�r5r.+slAss aa�� October 29, 2019 County of Tarrant conviction thereof sh l e - 1n a sum not to eisceec3"Truss 7fr00,,0 Dollars($2,000.00)for'each sees rate offense. A.separate,offense Before me,a rotary B `each d or paardt ofm day urn jState,this clay personally appeared Christy Holland,Bids&Legal Coordinator which a Violations tur$ or eon- or the Star-Tefe ram, Ainues.'PASSED AND APPROVED Inc.at Fort ty,Texas:and who after being duly sworn, f g ON THIS 28t1ti CIAY OF MARCH in Tarrant Coun , did depose andsay tharrrze attacneit ctzpping of advertisement was published in the above named paper on the lrstedddates. BIDS&LEGALS DEPT Star-Telegram.(i SUBSCRIBED AND SWORN TO BEFORE ME, 2HIS DAYOF.Aprif ep(A+ 2016 a Signed TCaz.ARYPuBLIC 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: 337376651 Invoice Amount: $427.08 PO Number: Amount Enclosed: $