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Home My WebLink AboutOrd 795 Approving a Site Plan for Planned Development PD 1-2 Entrada Block I Residential TOWN OF WESTLAKE ORDINANCE NO. 795 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-teen 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 795 Page 1 of 8 WHEREAS, the Planning and Zoning Commission (Commission) recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B on September 13,2016, 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 September 19, 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, 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 as 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. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established by Ordinance 703 and Ordinance 760. d) Town Staff will review and approve an exterior stone wall mockup and exterior wall stucco mockup to ensure compliance with the approved PD Design Guidelines prior to the issuance of building permits. Plans for building construction shall include said mockup photos as referenced details. Ordinance 795 Page 2 of 8 e) If, at any time, there is a conflict between the approved Design Guidelines, PD Site Plan, and vertical construction drawings, the Design Guidelines shall be controlling. f) Where building walls face the street, particularly at intersections, the Town may require wall mounted, ceramic tile street name signs as shown in the approved Design Guidelines in the interest of space and/or aesthetics. 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 detennination 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 replat prior to the issuance of any building permits for vertical construction. h) With the exception of Lots 7,8,9, and 12, staff recommend that exterior garage doors be either (a) set back within an arched inset having a depth similar to that shown for lots 4-6 or(b) carriage-style double doors. 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 teens or provisions of this Ordinance are hereby repealed. Ordinance 795 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 19th DAY OF SEPTEMBER 2016. ATTEST: Laura'Wheat, Mayor ° - Kelly Edwar& Town Secretary Thomas E. BV, own Manager APPROVE S TO F � '. &"' •.£�� r L. &t n6l Law wn torney rE X PS Ordinance 795 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD 1-2 District EXHIBIT B Entrada Block I PD Site Plan Ordinance 795 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 ''/z 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 '/i 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 795 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 %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 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 795 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 % 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 795 Page 8 of 8 LM 0 0 O I N 00 O /AlO 0 z U W W W C� M J Q H z W 0 W Y U O J M Q Q H z W W PD SIT P AN PACKAG FORY Q J H W SHEET INDEX OTS No. Sheet Title 1RX 2RX 3 - lz --= 115X 116X C1 COVER SHEET C2 REPLAT (1 OF 2) C3 REPLAT (2 OF 2) C4 KEY MAP B OCK I R SID NTIA C5 SITE PLAN Al ARCHITECTURAL PLANS L1 LANDSCAPE PLAN & DETAILS AUGUST 2016 C6 GENERAL NOTES ro C7 PAVING PLAN °° Cg PROPOSED DRAINAGE AREA MAP N C9 GRADING PLAN M TROPHY CLUB W C10 WATER, STORM, DUCTBANK & SEWER PLAN CRE� ��o GBOB JAMES C11 EROSION CONTROL PLAN a \� Cemelin Golf MEA a o C12 LIGHTING PLAN course J o ASEMINOLE C13 LIGHTING DETAILS Uj SVS TROPHY y Flggq 9n U Wx 2 70 y v c GAO T�ccti r FRESH MEADO`N ww z Q u+ ss a x I W INVERNES Y `2�m Q <a 2 y J �' WESTLAKE I (; INVERNE > w O a U O NI Cn 0 S TE I a 114 O DEVELOPER: SOLgNq e`jO ■ o a 0 s VESTA CUSTOM HOMES g 660 N. CARROLL, SUITE 110 DOVE ROAD �I SOUTHLAKE, TX 76092 o GTF TEL: 469.631 .2014 ,<��°°a MERRIMAM ASSOCIATES/ARCHITECTS, INC. BGE, Inc. CONTACT: RICHARD HUDSON N 300 N. FIELD STREET 2595 Dallas Parkway, Suite 204 VICINITY MAP DALLAS, TEXAS 75202 Frisco, TX 75034 of TEL: 214.347.7069 (NOT TO SCALE) Tel: 972-464-4800 • www.bgeinc.com CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 'n C Copyright 2016 CL in O U U W THESE PLANS ARE ISSUED FOR tie N THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. o ,41C WHEN ISSUED IN �'�' FINAL FORM THEY WILL BE o SEALED, SIGNED AND DATED. Y U Um TOWN OF WESTLAKE z o RESPONSIBLE ENGINEER: BOASNREG STERED& GAYGINEERSENGINEER NG TOWN OF WESTLAKE EX w I 3 VILLAGE CIRCLE FIRM F-1046 SUITE 202 JASON A. FREY, P.E. zN WESTLAKE TEXAS 76262 TEXAS REGISTRATION NO. 88485 LU TEL: 817-430-0941 AUGUST 31, 2016 APROVED TI TLE 06 1(n o I DATE Ir- m� \ 10'x10' W.E. INST N o. MAGUIRE PARTNERS-SOL A NA LAND, N0 O / TROPHY CLU ` \ P►�`� `, L. P. �F CREG'� �G� 0 BOB JAMES C A VOL. 76858, PG. 776 s UJ \ _ 3 LIGHT -SMT Medlin MEg00 s' J �R� S� Cemetery \ Q Golf 2 w \ _ INST. N0.__ D. R. l . C. l . Course a o \ TRI-COUNTY,0 U N TY, O - SVN HY G F ti p C� T Al F FRE SEMINOLE mU �o n TROP �pZov \P� Vj� gY _ _ =o vvi LIGHTING, ?I WESTLAKE EIV TRA DA �� p� �o �'O c SH MEADOW mUWJQ m Q 15 114 0 RFs �°ti �� aw X w \\ ATMOS, DB 8c 16 \ DRAINAGE ESMT. INST NO. D216027206 _ _ s ,NVERNESS `\ WATER ESMT. INST. NO-- \ INST. NO.____-- 18X P. R. T C. T WESTLAKE _ �3� INVERNE � n p \ 14 \ B APITPL PKWY C SITE K G ELECTRIC ESMJ /NG T. ,� � ��s ��, �� \ INST NO. \ 1 Vertical Scale: 1" = 30' 2 z v9 ��g 1� 114 \ CATALONIA COURT co 15 m ��P w STREET EASEMENTQ �O �O 13 0 30 60 ELECTRIC ESMT. G �o� o P SOLgNq \ INST. N 0. V .� �� DOVE RD p�P� E5 �� UJ 1 9 X DOVE RD � � c��<"s / 9 O \ REPL A T WESTLAKE EIV TRA DA \\ 8L OCK J & I \ 1 INST. XXXXX - -_ �P� VICINITY MAP ----- STATE PLANE GRID CORD �' / � Line Table Line Table Line Table (1"=2000') P. R. T C. T N: 7044337.7060 �� P �' Line # Direction Length Line # Direction Length Line # Direction Length \ 12 / E: 2373639.1501 C'.OP � 10'x20' TRI-COUNTY ESMT \ S (BY THIS PLAT) / L 1 N45 0430'- 139.09' L25 N45 0430'- 6.95" t49 S30 59'18'- 6.21' 5/8 IRFC ,6 97 O L2 S745530'E 161.91' L26 S445530'E 0.27' L50 N590042'E 13.37' �!'C �� O j �5 - 15X `0 10'x20' TRI-COUNTY ESMT / P�� L3 s38325s'E 1.00' L27 N450430'E 0.88' L51 S3o59'18'E 18.29' 5/8" <� �c�0< 1�g Q INST. N0._______ / �� L4 S5127`05"W 153.96" L28 N445530"W 50.69' L52 S590042"W 11.54' o./ OQ� IRF �t'( s� L56 ^\ (TO BE ABANDONED / � L5 55303757- 32.65' L29 N4504307- 20.00' L53 S3059'187_ 22.04' �,� �� 0 <6 �1�8 BY THIS PLAT) 1X JG�� L6 5445530'- 1297' L30 N450430'- 20.35' L54 5590030"W 20.42' W.E. ESMT. �. �o �5 �� \ INST. NO. ��+� ��G' `. ` �� `' g l3 < J 114 cD <� cA 6 J 77 O� L7 N45104:297- 19.21' L 31 N44 5530"W 1.27' L55 N58144467- 7.03' \ ��// ��0 �p`� 7 <� < 9 O�� 6, �� O� C' L,3 �'� �Gj� LS S44 53'40'- 1.00' L32 N45 04 30'E 5.48' L56 57455'J07_ 48.09' \ / O �, <� 5/8 IRFC �P \ 5 8" IRFC L9 N450430'- 7.48' L33 S445530'E 11.13' L57 5150430"W 6.55' 10 1°c � / �� %P, L10 N445530"W 3.96" L34 S45043o"W 5.41" L58 S383255'- 8.04' BLOCK I �� LOT SQ. FT. ACREAGE `SO, �` �� D�Uj ,� 6 S �' �' ��,0 5 L11 5450534"W 0.27' L35 54455307E 40.83' L59 S5127'05"W 52.91' LOT1XR 12,551.89 0.288 EX. PUBLIC ACCESS �' �� O� �� O� �O 00 O �� L12 N445530"W 44.67' L36 N450430'- 20.42' L60 5512705"W 1.50' 2XR 9,261.20 0.213 \ �� ,`� ��p 0' 11 O 3 1,089.18 0.025 & UTILITY EASEMENT \ �� / 0 ��1 5 �� ` S Q, L13 N450430'- 20.42' L37 N152048'- 10.00' L61 N383255"W 21.96' 4 995.69 0.023 VOL. 9172, PG. 770-777 v �� I 5 1,015.70 0.023 / \ 15X /�,°� �� , �`° 00 <j `�� L14 5445530"E 36.66' L38 N45043o'E 5.48' L62 N29°1723"W 5.89' 6 1,095.20 0.025 \ O �' v 7 1,064.83 0.024 O O L 15 N45 04 307E 6.54' L39 544 55307E 0.76' L63 N5127'05'E 13.42' 4 �� PUBLIC ACCESS & G 8 1,150.33 0.026 S �> L 16 N45104'307- 9.77' L40 N4577'187- 5.47' L64 S38 32 557E 4.21' 9 2,437.31 0.056 6 �h UTILITY EASEMENT P Dc 10 1,782.03 0.041 C L17 N44 5530"W 2.33' L41 N59 00 42'- 20.42' L65 S38 50 557E 7.96' = 1 °3 9 ' 5 9 " � 3 � �� 1 XR �� 0.045 ;2 2;�0°.68 0.046 Q L 18 N45 04 30'- 1.48' L 42 N30 59'18"W 45.75' L 66 N5127'05'E 0.92' >, D I ` 13 1,908.51 0.044 R = 612. 00' �/8 IRFC �s Lot 2 R 1 Block 1 L19 S445530'E 0.27 L43 S3059 18'- 1.28' L67 S383255'E 14.79' 14 2,201.04 0.051 5/8" IRFC 0.46 L83 15X 2,701.58 0.062 \ � L82 u-) L20 N450430 E 9.03' L44 S590540"W 20.92' L68 N5127'05'E 58.68' 16X 1,302.24 0.030 L= 17. 80 WESTLAKE/SOUTH LAKE PARK ADDITION NO . 1 -� L94 rn 5.23' 5/8" IRFC L21 N445530"W 50.69' L45 N305976"W 36.35' L69 S5127105"W 8.60' � A � L80 0.46' -' 29.59° INST. N0. D209080990 C D = N 5 2°13' 16 " W 1/2 IRFC L96 L22 N4504307- 20.00' L46 S450430"W 8.38' L70 N383255"W 26.96' �� 12 L113 P . R .T. C .T. L23 N45 04 30'- 12.17' L47 N30 59'18"W 0.79' L 71 N51271057- 14.60' LC- 17. 80 1 /2" IRFC � L24 N445530"W 0.27' L48 N585956'- 19.08' L72 5383255'- 15.25' N 53003' 15" W � MAGUIRE PARTNERS- SOLANA LAND, L. P . 9 13 J VOL. 16858, P G. 176 Line Table Line Tob/e Line Table 32. 60 �� T S 2�� fro L85 14 N S W D . R. T. C. T. Line # Direction Length Line # Direction Length Line # Direction Length EX. PUBLIC ACCESS �� y co 0.46' J L73 S5127'05"W 0.92' L94 S867856'- 26.96' L115 N1520487- 10.00' J Bc UTILITY EASEMENT \ �� L89 0 98 S L74 S387455 E 7.96' L95 N34104'E 8.67' L116 S1s043o"W 8.00' Ln VOL. 9172, PG. 770-777 \\ `�\C9,OF L88 L91 rn � Liz Ln Ln L75 5383255E 4.31' L96 N867856"W 26.96' L117 S745530'- 10.00' �&��L9L93 L10 L106 N N CO L76 S51:27'05"W 7232' L97 N341 047- 58.68' L118 N150430'E 8.00' �� L100 L105 L77 N383255"W 26.96' L98 S86 78567- 0.46' L119 S764306'E 11.60' L107 0 ° \ L104 10 N 07-- L78 N400339'E 21.32' L99 N3411047- 8.61' L120 N33920E 24.87' \ L103 �O \ L109 J 0 L79 N34104'- 5.78" L100 S3`4104"W 5.99' 0�' O , � \\ L110L80 S86°1856- 16.72" L101 586°1856'- 0.45' CURVE TABLE \ L111 � L81 N341 047E 8.52' L102 S4 0647"W 2.93' CURVE# DEL TA RAD/US LENGTH CHORD BEAR/NG CHORD LENGTH �TL82 586'18 56'E 21.96' L 103 N85 59'10"W 0.96' _ P60 *B 1 1434 33" 30.00' 7.63' N22 57'07'- 7.61' 9 *1 3' 0 0" 16 X6 L 83 S3 41 04"W 1.43' L 104 S4 00 50"W 3.00' 2 60 00 00" 74.50' 78.02' 5750430"W 74.50' STATE PLANE GRID CORD �� \ L84 S3 41 04"W 52.97' L105 S85:59'107- 15.20' 3 13333" 577.00' 15.70' S52°16 29'- 15.70' R = 1 428. 00 L N: 7042978.4850 .101 L85 S8678 56'E 8.04' L106 54 00 50"W 1.50' 4 7 46 34" 1463.00' 198.56' N49 04 52"W 198.41' L_ E. 2373326.1010 = 2 2 9 . 71 \ L86 N40 03 39'- 6.86' L107 585:59'107- 10.92' 5 26 47'10" 29.33' 13.71' N36*524 1 E 13.59' / - \ CD - N 48'21 ' 39 " WEX. PUBLIC ACCESS L87 534104"W 13.42' L108 S4°1121"W 13.36' 6 753101" 14.33" 18.89' N14°1625"W 17.55' \ 8c UTILITY EASEMENT L88 586°18567- 4.21' L109 N8559'10"W 1.00' GRANADA LC-_ 229 . 46 5/8" IRFC VOL. 9172, PG. 770-777 L89 S860056'- 7.96' L110 540050"W 3.00' REPEAT MAGUIRE PARTNERS- SOLANA LAND, L. P. �\ L90 S4 00 50"W 7.02' L111 S85 59'10'- 3.00' O co TRACT 2 L91 N855970"W 1.12' L112 N341047- 72.37' VOL. 16858, P(, 176 � �� L92 540050"W 1.50' L113 N86°1856"W J. WESTLAKE ENTRADA o U U VV I / \ L93 S8559'10'- 15.51' LJJ4 N745530"W 20.00' D. R. T. C. T. a i BLOCK I, LOTS 1 XR, 2XR, 3-14, 15X& 16X � \ \ BEING A REPLAT OF WESTLAKE ENTRADA BLOCK I, LOT 1 RECORDED IN DOCUMENT COUNTY CLERK RECORD w \ TARRANT COUNTY, TEXAS LEGEND � BEING A TOTAL OF 1.022 ACRES IN THE CM THROOP SURVEY, ABSTRACT NO. 1510 IRFC IRON ROD WITH YELLOW PLASTIC CAP FOUND TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS CIRS IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BROWN & GAY" SET AUGUST 2016 w D.B. DUCT BANK NOTES: O D.R.T.C.T. DEED RECORDS, TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK R.P.R.T.C.T. REAL PROPERTY RECORDS, TARRANT COUNTY, TEXAS Network-Texas State Plane Coordinate System, NAD83, North Central Zone (4202). CC# COUNTY CLERK FILE NUMBER U.E. UTILITY EASEMENT 2. No Floodplain exits on this site. VOL. VOLUME K1 w PG. PAGE 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance - , ROW RIGHT-OF-WAY and State Law and is subject to fines and withholding of utilities and building permits. DEVELOPER OWNER SURVEYOR/ENGINEER co D.E. DRAINAGE EASEMENT w S.S.E. SANITARY SEWER EASEMENT 4. Unless otherwised noted, all boundary corner & lot corners are 5/8" iron rod set with yellow MAGUIRE PARTNERS - BGE, Inc. VESTA CUSTOM HOMES w ° nDallas Parkway, Suite 204ESMT. EASEMENT cap stamp BGE . SOLANA LAND L.P.WITH YELLOW CAP 660 N. Carroll, Suite 110 Frisco, Z W.L.I.&M.E. WATER, LIGHTING, IRRIGATION & MAINTENANCE EASEMENT Southlake, Texas 76092 1800 Valley View Lane, Suite 300 5. Purposed of the Replat is to subdivide existing Block I, Lot 1 for development. Contact: Jason Frey, P.E. Q Farmers Branch, Texas 75234 W.M.E. WALL MAINTENANCE EASEMENT Contact: Richard Hudson Tel: 972-464-4800 • www.bgeinc.com T W.E. WATER EASEMENT Contact: Michael Beaty Telephone: (469) 631-2014 TBPLS Registration No. 10193953 0 6 > INST. NO. INSTRUMENT NUMBER Telephone: (214)-287-9009 Copyright 2016 z �5 X m THIS PLAT FILED IN INSTRUMENT N0. SHEET 1 OF 2 OWNER'S CERTIFICATION: STATE OF TEXAS By: MAGUIRE PARTNERS—SOLOANA LAND, L.P. COUNTY OF TARRANT a Texas limited partnership 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, g Printed Title: the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Town Y� ---------------------------------- ------------------ of Westlake, Tarrant County, Texas, and being a portion of Tract 2 as described in the Special Printed Name: 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 found with yellow cap at the southwest corner of Lot 2R1 , Block 1 of the Westlake/Southlake Park Addition No. 1 , an addition to the Town of Westlake as STATE OF TEXAS § recorded in Instrument No. D209080990, Plat Records, Tarrant County, Texas, said point being on the northerly right—of—way line of Solana Boulevard (formerly Kirkwood Boulevard (a variable COUNTY OF ____________§ width right—of—way) as recorded in Instrument 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; BEFORE ME, the undersigned a Notary Public, in and for The State of Texas, on this day personally appeared THENCE along the Northeasterly right—of—way of said Solana Boulevard the following course: -------------------------- 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 In a Northwesterly direction along said curve to the left having a central angle of 9°13'00", a considerations therein expressed and in the capacity therein stated. radius of 1428.00 feet, an arc length of 229.71 feet to a 1/2 inch iron rod with yellow cap GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ______ day of _____________ 20____. found for corner; North 53°03'15" West a distance of 32.60 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 right whose chord bears North ------------------------------------------------- Notary Public, State of Texas 52°13'16" West, 17.80 feet, In a Northwesterly direction along said curve to the right having a central angle of 1°39'59", a radius of 612.00 feet, an arc length of 17.80 feet to a 5/8 inch iron rod with yellow cap found for corner, said point being at the beginning of a non—tangent curve to the right whose chord bears North 22°57'07" East, 7.61 , said point being the Southerly right—of—way line of Cortes (50 foot right—of—way) at this point 53.01 feet; SURVEYOR'S CERTIFICATE THENCE in a Northeasterly direction departing the northeasterly right—of—way line of said Solana KNOW ALL MEN BY THESE PRESENTS: Boulevard and along the southerly right—of—way line of said Cortes and along said curve to the right having a central angle of 14°34'33", a radius of 30.00 feet, an arc length of 7.63 feet to That I, David F. McCullah, do hereby certify that I prepared this plat and the field notes made a part a 5/8 inch iron rod with yellow cap found for corner; 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 THENCE along the Southerly right—of—way line of said Cortes the following course: Town of Westlake, Texas. North 45°04'30" East a distance of 139.09 feet to a 5/8 inch iron rod with yellow cap found Dated this the ________ day of ___________________- 20____ for corner, said point being at the beginning of a tangent curve to the right whose chord bears South 75°04'30" East, 74.50 feet; PRELIMINARY In a Southeasterly direction along said curve to the right having a central angle of 60°00'00", a RELEASED 8-26-16 FOR REVIEW ONLY. THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE. radius of 74.50 feet, an arc length of 78.02 feet to a 5/8 inch iron rod with yellow cap found -------------------------------------------------- for corner; David F. McCullah Texas Registered Professional Land Surveyor No. 4023 South 74°55'30" East a distance of 161 .91 feet to a 5/8 inch iron rod with yellow cap found for corner; THENCE South 38°32'55" East departing the southerly right—of—way line of said Cortes a distance of 1 .00 feet to a 5/8 inch iron rod with yellow cap found for corner, said point being in the west line of said Lot 2R1 , Block 1 ; STATE OF TEXAS § COUNTY OF__________ § THENCE South 51°27'05" West along the west line of said Lot 2R1 , Block 1 a distance of 153.96 feet to a 5/8 inch iron rod found for corner; BEFORE ME, the undersigned, a Notary Public, in and for The State of Texas, on this day personally THENCE South 00°32'55" East continuing along the west line of said Lot 2R1 , Block 1 a distance appeared David F. McCullah, known to me to be the person and officer whose name is subscribed to the of 168.55 feet to the POINT OF BEGINNING containing 44531 square feet or 1 .022 acres of land foregoing instrument, and acknowledged to me that he executed the same for the purposes and more or less. considerations therein expressed and in the capacity therein stated. OWNERS DEDICATION GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the ———————day of 20______. 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 REPLAT OF WESTLAKE ENTRADA—BLOCK I, AN ADDITION TO THE TOWN OF WESTLAKE, ____________________________________________ TARRANT COUNTY, TEXAS. THE EASEMENTS THEREON ARE HEREBY RESERVED FOR THE PURPOSES INDICATED, AND IN Notary Public, State of Texas 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 NOTES: 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 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, AND MAINTAINING AND ADDING TO Network—Texas State Plane Coordinate System, NAD83, North Central Zone (4202). 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 2. No Floodplain exits on this site. WITH THE TOWN OF WESTLAKE AND TARRANT COUNTY. THE TOWN OF WESTLAKE, TEXAS, AND THE PUBLIC UTILITY APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS SHALL HAVE THE RIGHT OF INGRESS AND EGRESS TO PRIVATE PROPERTY FOR THE PURPOSE OF READING METERS, 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance MAINTENANCE AND SERVICE REQUIRED OR ORDINARILY PERFORMED BY THAT UTILITY. NO GENERIC "U.E.S" (UTILITY on the -------day of______________________, 20and State Law and is subject to fines and withholding of utilities and building permits. EASEMENTS) WILL BE ALLOWED. NO EASEMENT WILL BE ALLOWED BY SEPARATE INSTRUMENT WITHOUT WRITTEN ATTEST: APPROVED BY THE TOWN PLANNING AND ZONING COMMISSION OF WESTLAKE, TEXAS APPROVAL BY THE TOWN OF WESTLAKE. 4. Unless otherwised noted, all boundary corner & lot corners are 5/8" iron rod set with yellow cap stamp "BGE". NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS PLAT, THE OWNERS, FOR THEMSELVES AND THEIRon this _______day of ----- - 20______ ---------------------------------------------- 5. Purposed of the R e p l a t is to subdivide Block 1, Lot 1 for development. SUCCESSORS AND ASSIGNS, RESERVE AND RETAIN THE RIGHT TO GRANT OTHER RIGHTS AND EASEMENTS ACROSS, MAYOR OVER OR UNDER THE EASEMENT TRACT(S) TO SUCH OTHER PERSONS AS THE OWNERS DEEM PROPER, PROVIDED ATTEST: SUCH OTHER GRANTS ARE SUBJECT TO THE EASEMENTS TO THE TOWN OF WESTLAKE GRANTED IN THE EASEMENT TOWN SECRETARY DOCUMENTS, --------------------------------- DOCUMENTS, AND THE USES GRANTED DO NOT MATERIALLY INTERFERE WITH THE USE OF SAID EASEMENTS BY THE TOWN SECRETARY TOWN OF WESTLAKE FOR THE PURPOSES SET FORTH HEREIN AND THE TOWN APPROVES SAID ADDITIONAL EASEMENTS Town Planning & Zoning Chairperson REPLAT s 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 REVIEWED BY: OF co OF WESTLAKE SHALL HAVE NO RESPONSIBILITY FOR ANY DAMAGE TO SUCH OTHER PERSON'S FACILITIES IN ___________________________________________ r 0 CONNECTION WITH THE USE OF SAID EASEMENT BY THE TOWN OF WESTLAKE. ---- ---------------------------- Town Secretary ENTRADA N TOWN ATTORNEY IN ADDITION, NOTWITHSTANDING ANYTHING TO THE CONTRARY IN THIS PLAT, THE OWNERS, AND THEIR SUCCESSORS BLOCK I, LOTS iXR, 2XR, 3-14, 15X& 16X 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 --------------------------------- BEING A REPLAT OF WESTLAKE ENTRADA BLOCK I, LOT 1 w IMPROVEMENT PURPOSES (THE "IMPROVEMENTS"), WHICH DO NOT MATERIALLY INTERFERE WITH OR PREVENT THE USE TOWN ENGINEER RECORDED IN DOCUMENT COUNTY CLERK RECORD BY THE TOWN OF WESTLAKE OF SAID EASEMENTS FOR THE PURPOSES SET FORTH HEREIN. ANY DAMAGES TO TARRANT COUNTY, TEXAS FACILITIES LOCATED IN THE EASEMENTS IDENTIFIED ON THE PLATTED PROPERTY AS A RESULT OF SUCH USES SHALL BEING A TOTAL OF 1.022 ACRES IN THE Y BE PROMPTLY REPAIRED BY THE THEN—CURRENT OWNER OF THE PLATTED PROPERTY THAT CAUSED SUCH DAMAGE, CM THROOP SURVEY, ABSTRACT NO. 1510 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. TOWN OF WESTLAKE, TEXAS TARRANT COUNTY, TEXAS w AUGUST 2016 THAT THE UNDERSIGNED DOES HEREBY DEDICATE TO THE TOWN OF WESTLAKE, IN FEE SIMPLE, TO THE PUBLIC IN PERPETUITY FOREVER, THE STREETS AND ALLEYS SHOWN THEREON. THE STREETS AND ALLEYS ARE DEDICATED FOR PUBLIC PURPOSES. 0 THIS PLAT IS APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS AND RESOLUTIONS OF THE 0 TOWN OF WESTLAKE, TEXAS. C w WITNESS MY HAND THIS THE ____________ DAY OF ____________- 20____. Z DEVELOPER OWNER SURVEYOR/ENGINEER wJ MAGUIRE PARTNERS - BGE, Inc. UJ VESTA CUSTOM HOMES SOLANA LAND L.P. Frisco, Texas 75034 Z 2529 Dallas Parkway, Suite 204 c� 660 N. Carroll, Suite 110 Z Southlake, Texas 76092 1800 Valley View Lane, Suite 300 Contact: Jason Frey, P.E. Contact: Richard Hudson Farmers Branch, Texas 75234 Tel: 972-464-4800 • www.bgeinc.com <� Contact: Michael Beaty «s Telephone: (469) 631-2014 TBPLS Registration No. 10193953 Z � Telephone: (214)-287-9009 Copyright 2016 o" m THIS PLAT FILED IN INSTRUMENT N0. SHEET 2 OF 2 TROPHY CLUB o o CRF`O� ° 0 BOB JAMES Medlin MEg00 ASN\ Cemetery Golf Y J gER S�� G�JS Course r J °o SUN TROPHY y FAlf3�q SEMINOLE i P Q G w vvi Tf,O q F FRESH MEAD N m¢ m O Q 114 °° oti N = ww Z _ SSG QQ� INVERNESS a X I W I Q m z J BGE, Inc. WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � n � N o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.bgeinc.com SITE TBPE Registration No. F-1046 "'"� Contact: Jason Frey Tel: 972-464-4821 0 114 Copyright 2016 of V) SOLANA 0 nor DOVE ROAD nes 9 O Ak N �tµ N STATFh n4 VICINITY MAP MERRIMAM ASSOCIATES/ �\ (NOT TO SCALE) ARCHITECTS, INC. 300 N. Field Street Dallas, TX 75202 Contact: Julianna Turner Tel: 214-347-7069 / � o l / ANDORRA DEVELOPER VESTA CUSTOM HOMES 660 N. Carroll, Suite 110 Southlake, TX 76092 114 Contact: Richard Hudson 4® Tel: 469-631-2014 O/V 7- / Q �Q J 0 w / — O >: � �_ LLJ < < c� o B DRILL �� \ QQ ~ �� ZONE r o TARRAGONA ' A O \, � � rFHorizontal Scale: N.T.S. z U W LLI cl� � LU Z 1 � � �� \� \� w U) Z � LLI N ILL� N a_ Q LU \\ 5 0 N �� \ W w a Y < 0 Ln \ \\ ti \\ \`\� \ 9 \ \\ \ U, Z \\ L ie UjQ Q \\\y\ \ f • /� •`� / �\ \ \ \ \` 7 \\ THESE PLANS ARE ISSUED FOR \ THE PURPOSE OF PRELIMINARY a REVIEW AND ARE NOT INTENDED w \ oo \\ 9 r \ N \ FOR CONSTRUCTION. 0 \ I \ WHEN ISSUED IN \ FINAL FORM THEY WILL BE 9 •G N� E o I \ SEALED, SIGNED AND DATED. Y aI \ 11 c <� \ — —UG / RESPONSIBLE ENGINEER: \ \ \ BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING Uj YI FIRM F-1046 I JASON A. FREY, P.E. TEXAS REGISTRATION N0. 88485 w'o I I 1 p0 �� 1 AUGUST 31, 2016 co I I I y N II _ \ g\ ! !CAUTION _0 1 \\ • I G[ / \\ \ Contractor to Verify exact location oI \ • / / & Depth of Exist Facilities Prior to any Construction Activities CAUTION III CONTACT: 1 800 DIG— TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS \ \ REV NO. DATE DESCRIPTION o U 0 SITE/ \ O 0 N C t LEGEND DRAWN BY: w \ \ \\ ® I BLOCK NAME CHECKED BY: 0 DATE: 0 PROJECT NUMBER: Y �� ,\\ \ \ \\ c \ Sheet No. C6 GRANADA \ 00�\\ \ \ KEY M A P LU LU \ \ \ Z Uj \ \\ \ off$U �® A \ U7 z� C4 o a\ .\ \ I /.. CO TROPHY CLUB / w T � o ° ° J O O ° _ �y> �<v 777 BLOCK ♦J ��F CRE��G� 0BOB JAMES u� ° �`' Medlin MEAOp �� I ° SNS Cemetery Golf Z Y ° FR ( v Course T � ° ° ♦e � SVNS�TRpPHY G��2 FAIh�, SEMINOLE T � 2 BLOCK WESTLAKE ENTRADA - CVS F o r F FRESH Uj o N g INST.# D21 6027207 / 114 0 09 � s ��ticr J I ° o� i'p� MEADON wa Z Q WESTLAKE ENTRADA - CVS I P.R.T.C.T. / ° ° ,NJERNEss a x i Q INST. D216027207 WESTLAKE ENTRADA �� ° / i J BGE, Inc. # ° WESTLAKE = 2595 Dallas Parkway, Suite 204 P.R.T.C.T. REPLAT OF BLOCK B ° INVERNE y, ° o Frisco, TX 75034 INST.# ---------- / WESTLAKE ENTRADA P.R.T.C.T. C/*) Tel: 972-464-4800 • www.bgeinc.com REPLAT OF BLOCK B _ ° TBPE Registration No. F-1046 INST.# ---------- \ ° ° ° LANDOUSEG RESIDENTIAL ° / ITE K/Nc Contact: Jason Frey P.R.T.C.T. ° ° Tel: 972-464-4821 ZONING: PD1 -2 ° ° ° ° / �Ff / o � 4 Copyright 2016 LAND USE. RESIDENTIAL °EXIs�IN �' SOLANA a ° _ SIGHT TRIANGLE DEWALK ° :-' �< ° ° / DOVE ROAD C;1 � 79.8' MEDIAN OPENING 9 /v- O l♦� LOT 15X c�3 Of? � a BLOCK I ��O NO LEFT TURN SIGN / / �+°° MMIN 6' SCREEN WALL � P4�-. � U) 0.06 AC 4' �,�o s / J / 21676 SF _ �� 30' MEDIAN / VICINITY MAP MERRIMAM ASSOCIATES/ L49 � \ OPENING � � (NOT TO SCALE) ARCHITECTS, INC. bN 7.2 300 N. Field Street h;�O / L40' /��° zj` < X56 L57 7 / Dallas, TX 75202 L39 `so 6, VARIABLE HEIGHT / / Contact: Julianna Turner / 58 L59 RETAINING W Tel: 214-347-7069 L37 ° ��`b < ` X6/0 � OVERALL LEGEND L36 �o� X51 �'� SF L61 L72 R15 SSMH / DEVELOPER o� C' �® ��o �,��' i FH VESTA CUSTOM HOMES 2 �`.` < , � ' -70 R30 PROPOSED FIRE HYDRANT L28 \�L°� �S o s < s� j f `Sr' � ��tiO��y' L63r <� p O / 660 N. Carroll, Suite 110 �� 2�� >>� C� o� ��S 5---�,� ��, v c SSMH PROPOSED SANITARY Southlake, TX 76092 L24 o��P� �� ° �j� o� 'D,� \8 I O �F L74 L82 / 0 MANHOLE Contact: Richard Hudson \ L23 �� s �♦`° q,`��'o ® R40' SCREENED (� PROPOSED STORM INLET Tel: 469-631-2014 / L21 1 a< J� ® D� $ �.�� ®' �� <<p c^> TRANSFORMER \\ a `Q � � ` z� ® L67 �� \�y. ®��5 S R30 PER DESIGN O--0 PROPOSED STREET LIGHT 01\ '� o� SS • L43 �, �0 00 NN, �� GUIDELINES EXISTING TRANSFORMER \�\ ° F `L o S, ' �♦ `` �ti�' SSMH , X o�GG, ° S o F��F ��` • SSMH �`� �S� L84 Horizontal Scale: 1 = 20 Q W ° , O'A�tic L16 S/T� >>� L42 ^� L66 , rj. �� OF �� , LS PROPOSED LANDSCAPE J ° ° L15 1 �o 1 > > ® 0' 20' 40' W < > EXISTING STREET LIGHT G� ° L14 Q o s/) ��S o S 5 \ J ro�o� L85 J z °� �°cCi ��`�/� L79 ® L76 SEE ARCH PLANS FOR © EXISTING GAS METER Q ♦ h x o� ® PAVEMENT MATERIAL - Z Q 7 l6, �o� � ��5 o6s� . �� (D ��'1 DETAILS EXISTING ELECTRIC MANHOLE z U W Z w U L4 VARIABLE WIDTH L78 cPd, Q W �� s , PUBLIC ACCESS • Lot 2R1 , Block 1 EXISTING SIGN LIJ� W Q U Z >, <'o X06 C� �O,O ® & UTILITY ESMT Westlake/South lake Park Addition No. 1 �" _ - Q c �s u' Lr- ,o9SLOT 1RX R2 INST. NO. D209080990 EXISTING FIRE HYDRANT U7 C/� z W CV Foy, ° °, � `` si ® • � 0 BLOCK AC P.R.T.C.T. LU W O o s ti0 12,277 S F R 5' 0 LU NOTES: Ob MAGUIRE PARTNERS-SOLANA LAND L.P. 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS J z Y \ >> • ��• EXISTING FOR THIS PLAN SET L J _ Q O �� L96 L106 VOL. 16858, PG. 176 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS 0 (,) I-- U) W -j ® ® • ED SSMH D.R.T.C.T. OTHERWISE NOTED O C� m V) ° L95 L107 • 0 ZONING: PD1 -1 3. ALL UNITS TO HAVE GARAGES (n J U W W \ ) I I R2' LAND USE: COMMERCIAL U m C) O °o \ L10�� SSCO o' LL ° N L93 J 38 J 27.4 20.7' BM1 - "❑" Cut found on top of curb at the south median nose approximately Q W J 0 S J • 2.5' 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. F CF L98 L109 Elev. 668.963 W Z SCREENED ° ° ° �� - L110 L122 L134 „ W �' 00 TRANSFORMER BM2 - ❑ Cut found on top of curb In the west turn lane median at the > Q 0 tO AND SWITCH GEAR ° 28 intersection of Davis Blvd. and Hw 114 a roximatel 38 feet west of the MIN 6' SCREEN WALL L90 o VARIABLE HEIGHT centerline of Davis Blvd. and 8 feet southwest of traffic signal ole on PER DESIGN ° . M GUIDELINES .b F\ ,6�p � � _ RETAINING WALL CURVE TABLE southwest corner of intersection. 9 p \ ° O� L89 im L- THESE PLANS ARE ISSUED FOR a O w rn I Curve # Length Radius Delta Chord Bearing Chord Length Elev. 667.93 w rn C) o N I THE PURPOSE OF PRELIMINARY S ® a LOT 1X C1 15.70 577.00 1.56 N52' 16' 29"W 15.70 REVIEW AND ARE NOT INTENDED -' BLOCK I TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Davis FOR CONSTRUCTION. ° C2 198.56 1463.00 7.78 N49' 04' 52"W 198.41 Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN Z �� C \ \ 9�� __j L'icli N z J _ 0.03 AC „ FINAL FORM THEY WILL BE �� \ On L100° ° L100 o 1,222 SF C3 14.32 29.33 27.97 N37 28' 05"E 14.18 TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. SEALED, SIGNED AND DATED. LOT 2 R X ' o I o I C4 18.89 14.33 75.52 N 14' 16' 25"W 17.55 Elev. 679.58 ` L 105 -' o � co BLOCK 1 �7 0 ®p v RESPONSIBLE ENGINEER: o c c Z7j L119 I LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE BROWN & GAY ENGINEERS, INC. Mi \ 0.21 AC \� ° -' /-L1 18 N z L124 TEXAS REGISTERED ENGINEERING \ \ \ \ 9 261 SF °' L103 L120 L112 Line # Direction Length Line # Direction Length Line # Direction Length Line # Direction Length Line # Direction Length Line # Direction Length FIRM F-1046 J \ C L1214 t- o 'n JASON A. FREY, P.E. ♦ �� °\� L1 17 o CN L1 N53' 03' 14.95"W 32.65 L24 N45' 04' 30.00"E 0.88 L47 S30' 59' 17.64"E 6.21 L72 N51' 27' 04.94"E 1.00 L95 S86' 18' 55.98"E 21.27 L120 S86' 18' 55.98"E 12.25 TEXAS REGISTRATION NO. 88485 N s °° a�g° G��, L116 ° � _ -� AUGUST 31, 2016 IJ- \ \ /A� L 1 14- L2 S44' 55' 30.00"E 12.97 L25 N44' 55' 30.00"W 54.19 L48 N59' 00' 42.36"E 13.37 L73 S38' 32' 55.06"E 14.42 L96 S86' 18' 55.98"E 0.69 L121 S3' 41' 04.02'W 3.09 O ° �� \ L1 15 ! !CAUTION 1 i o / o \ ° ° v!4 L3 N45' 04' 29.18"E 20.20 L26 N45' 04' 25.52"E 20.00 L49 S30' 59' 17.64"E 5.16 L74 N38' 32' 55.06"W 0.42 L97 S3' 40' 26.93"W 11.50 L122 N86' 18' 55.98"W 27.50 9 , MIN 6' SCREEN WALL B�E� ° ° '1 I L4 S44' 55' 05.40"E 1.00 L27 N45' 04' 30.00"E 20.35 L50 S30' 59' 17.64"E 13.13 L75 N51' 27' 04.94"E 52.68 L98 S86' 18' 55.98"E 0.27 L123 N3' 41' 04.02"E 38.37 Contractor to Verify exact location � ° °' °° \ L133 L132 & Depth of Exist Facilities Prior to o �°° L5 N45' 04' 30.47"E 6.26 L28 N44' 55' 30.00"W 1.27 L51 S59' 00' 42.36"W 11.54 L76 N38' 32' 55.06"W 0.50 L99 S3' 41' 04.02"W 43.91 L124 S86' 18' 55.98"E 1.00 any Construction Activities 4 \1/0 °° ° L6 N44' 55' 30.00"W 3.96 L29 N45' 04' 30.00"E 5.48 L52 S30' 59' 17.64"E 22.04 L77 S51' 27' 03.18"W 17.10 L100 N86' 18' 55.98"W 0.50 L125 N3' 38' 03.01"E 53.72 CAUTION ELEC \� °MIN 6' SCREEN WALL ° 1131. L129 \ �� MH �°° O� \ C/ ° \ ° ° L130 L7 S45' 05' 33.85"W 0.27 L30 S44' 55' 30.00"E 11.12 L53 S59' 00' 29.53"W 19.92 L78 N38' 33' 06.04"W 21.58 L101 S3' 41' 04.02"W 10.28 L126 S85' 46' 18.44"E 2.88 CONTACT: 1-800-DIG-TESS I \ \ \ Q� ♦ ♦o� \ ° �� ° I 48 HOURS PRIOR TO CONSTRUCTION a \ LIGHT \ '�\ A�� 0 44� ° ° ° ° °�U ° __0 L128 L8 N44' 55' 30.00"W 48.17 L31 S45' 04' 30.00'W 8.38 L54 N58' 44' 46.16"E 7.03 L79 N38' 33' 06.23"W 5.00 L103 S86' 18' 55.98"E 3.21 L127 S4' 00' 49.88'W 3.00 ° ° ° REVISIONS \ 10.9 01 \ � POLE \ F� \ �\ ° aJ � ° \� L127 L9 N45' 04' 25.52"E 20.42 L32 S45' 04' 30.00"W 5.41 L55 S76' 08' 57.83"E 16.18 L80 N51' 27' 04.94"E 14.60 L104 S49' 56' 21.04"E 9.65 L128 N85' 59' 10.12"W 1.00 \ \ A6 \ ° ° ' ° �° L126 REV N0. DATE DESCRIPTION 0 °\ \ ° ' \� a o L10 N45' 04' 25.52"E 1.27 L33 S44' 55' 29.96"E 44.33 L56 S74' 55' 30.00"E 25.43 L81 S38' 32' 50.03"E 15.25 L105 N38' 59' 34.24"E 1.26 L129 S4' 11' 20.40'W 13.42 ° ° ° ° ° \� a L11 S44' 55' 29.96"E 40.16 L34 N45' 04' 25.52"E 20.42 L57 N15' 04' 30.00"E 0.25 L82 S51' 27' 04.94"W 1.00 L106 S86' 18' 55.98"E 5.09 L130 S85' 59' 10.12"E 10.34 \ \ \ �� ° Q PORTION OF EXISTING PUBLIC u \ 4� \ ° °, a F L12 N45' 04' 30.00"E 6.54 L35 N45' 04' 30.00"E 5.48 L58 S74' 55' 30.00"E 16.87 L83 S38' 32' 55.06"E 12.17 L107 S86' 18' 55.98"E 21.58 L131 S3' 58' 05.27'W 1.50 ° \ ° \ \ ACCESS & UTILITY EASEMENT Y \ \ 00, a'J I TO BE ABANDONED L13 N45' 04' 30.00"E 8.61 L36 S44' 55' 30.00"E 0.76 L59 S15' 04' 15.97"W 1.16 L84 S51' 27' 04.94"W 27.92 L109 N3' 41' 04.02"E 14.60 L132 S85' 59' 10.12"E 15.44 M \ \ SCF\ ♦o \ ° C ° L14 N44' 55' 30.00"W 2.33 L37 N45' 17' 18.25"E 5.47 L60 S73' 59' 39.52"E 9.64 L85 S38' 32' 55.06"E 0.99 L110 S86' 18' 55.98"E 0.50 L133 S3' 55' 34.08'W 11.90 ° \ \♦oo \ � ' ° J roc G� ° \ L15 N45' 04' 31.02"E 1.48 L38 N59' 00' 42.36"E 19.92 L61 S35' 48' 05.39"E 2.99 L86 S51' 27' 04.94"W 28.08 L111 N3' 41' 04.02"E 52.68 L134 N86' 18' 55.98"W 3.21 En \ \ \♦o� �un L16 S44' 55' 30.00"E 0.27 L39 N30' 59' 17.63"W 0.79 L62 S51' 27' 04.94"W 9.99 L87 S51' 27' 04.94"W 38.37 L112 S86' 18' 55.98"E 0.41 DRAWN BY: \ o \♦o° \ \ \�� \ L17 N45' 04' 30.28"E 10.41 L40 S59' 00' 42.36'W 0.50 L63 S38' 35' 19.83"E 0.51 L88 N38' 32' 55.06"W 27.49 L113 N3' 41' 04.02"E 9.41 wi \ \ L18 N44' 55' 30.00"W 54.19 L41 N30' 59' 17.64"W 45.75 L64 S51' 27' 24.72"W 55.41 L89 N40' 03' 38.96"E 1.29 L114 S85' 59' 10.12"E 14.77 CHECKED BY: L19 N45' 04' 25.52"E 20.00 L42 S59' 00' 42.36'V 0.50 L66 N38' 33' 06.04"W 0.50 L90 N50' 34' 29.89"W 5.79 L115 S4' 00' 49.88"W 1.50 \ ELEC \� \ \ L20 N45' 04' 30.00"E 12.17 L43 S30' 59' 17.64"E 1.28 L67 N38' 33' 06.04"W 21.46 L91 N40' 05' 19.90"E 20.11 L116 N85' 57' 35.06"W 0.63 DATE: 0 \ \H \�� \ C \vv \\ L21 N44' 55' 30.00"W 0.27 L44 S59' 05' 40.01"W 20.92 L68 N9' 37' 50.30"W 5.54 L92 N3' 42' 27.77"E 5.80 L117 S4' 02' 25.96"W 7.83 ° \ G PROJECT NUMBER: \ LIGHT On CF\ L22 N45' 04' 30.00"E 6.95 L45 N30' 59' 15.75;;W 36.35 L70 N51' 27' 04.94"E 3.38 L93 S86' 18' 55.98"E 16.72 L118 S85' 57' 34.04"E 0.33 \ POLE G' \ \ C �g L23 S44' 55 30.00E 0.27 L46 N58' 59 55.50E 19.08 L71 S38' 32 55.06E 12.25 L94 N3' 41 04.37E 9.52 L119 S3' 41 04.02 W 1.00 Z� \ � � Sheet N o. �;� GRANADA \ \ \ �- \ ' A'' Lu MAGUIRE PARTNERS-SOLANA LAND, L.P. \ \ \ REQUIRED PARKING DEVELOPER OWNER SURVEYOR ENGINEER SITE PLAN TRACT 2 �cF. ° / N o \ \ BLDG Use SF Parking Required Z VOL. 16858, PG. 176 (D203231446) \ \ \ Townhomes (2-StoryTypA) Townhome 2,560 8(2 each) BGE, Inc. Lu \ �� VESTA CUSTOM HOMES MAGUIRE PARTNERS - Z D.R.T.C.T. \ \� Townhomes (2-Story B) Townhome 3 335 4(2 each) 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 <Z 660 N. Carroll, Suite 110 SOLANA LAND L.P. Tel: 972-464-4800 • www.bgeinc.com (D I- ZONING: PD1 -3 \ \ Townhomes (3-Story) Townhome 2,720 12(2 each) g Cn LAND USE: RESIDENTIAL \ SCF Southlake, Texas 76092 9 Village Circle, Suite 500 TBPE Registration No. F-1046C5 Z ; \ Total Required: 24 Contact: Richard HudsonRoanoke, Texas 76262 Copyright 2016 Parking Provided: 24 � i \ \ \ Telephone: (469)-631-2014 mo o Cn I 4k ra; •l `\ `/ / `` /'�(\lam. - .,K"y"►•`rd'''''. '� .01 i■.•►.r- :. ---- .. ...i:.s►k.:. - J *�ry 'vi, .-�'r.' }:..iw r.v:•-i';�` �,' 4a' � _ - _ :' // r a .-tee.• f.`� yam,•- _ ,r.v��a.� .r+' .y?�_ � r � a•.f+/�at�� qi::. . •� �, �� mar•+:;'a- �p .. •�� _ S _n• -i:-: ' - ,.��.,'•,.� ,.^•"`_ � � Ir w ,•y '-� v• r ...'. a �• _ „�:.:,w. s�..,• ,,ms}�ss ,� /'� �►'.vw; �:�Tomvv- .; �- �':rA•sr •. <. -... f�+T_r''. 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THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" �� CREW 0� °� 0eoe 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 MEA00� 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. �5Cemetery Golf r Y �R ( J Course a o MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY S STANDARD CONSTRUCTION DETAILS ON SITE.. e SSE c` FAIIdy SEMINOLE o SV �OFH 2 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR _j_ 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° foo F FRESHMEADOti ww z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 �' �� rN ESS a x v' 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. G IN 'N Y iiiii PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING `` m Q BGE, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S 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 0 Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY U) Tel: 972-464-4800 • b einc.com 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. www. g SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BETBPE 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'. G Contact: Jason Frey 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 WATER o 114 Tel: 972-464-4821 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 2016 Of 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 THEWATER NOTES: a 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 �ooa 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 MERRIMAM ASSOCIATES/ 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) ARCHITECTS, INC. ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. 300 N. Field Street 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. Dallas, TX 75202 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. Contact: Julianna Turner 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. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Tel: 214-347-7069 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 DEVELOPER 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). VESTA CUSTOM HOMES 660 N. Carroll, Suite 110 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 Southlake, TX 76092 ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Contact: Richard Hudson 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. Tel: 469-631-2014 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 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q X TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. J 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. Q OF LAND DISTURBING ACTIVITIES ON THE PROJECT. rrw > 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. J V �z f- 17. 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 INSPECTOR. ❑VERALL LEGEND z � O 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL z U W 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 w Q 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 PROPOSED FIRE HYDRANT 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. 0 � Q Q EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH - rn it THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL � uj Z �+/ N APPROVAL OF THE PROJECT. 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. S�H PROPOSED SANITARY W w Q � � N Q 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. MANHOLE J O 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE PROPOSED STORM INLET O - 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, = J o 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. PROPOSED STREET LIGHTz Q TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO 2 w EXCAVATION. SANITARY SEWER NOTES: ® EXISTING TRANSFORMER O ~ v! Op 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY (!) J ( U W 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 W F, CONSTRUCTION. U m Q O 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS G EXISTING GAS METERILL o 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 J Q LATEST EDITION. 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. ❑E EXISTING ELECTRIC MANHOLE (n z o 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. ; N O EXISTING SIGN M 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 ~ a 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 a SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED Z 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. U) 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN U) 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. 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. m RESPONSIBLE ENGINEER: W 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. Z 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. FIRM F-1046 FREY, a JASON A. FREYP.E. Uj 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 88485 w 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS Z AUGUST 31, 2016 U) REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. 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 i i CAUTION 11 THE CONSTRUCTION CONTRACT. EDITION. o Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR p. & Depth of Exist Facilities Prior to BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 14PIPE 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 any Construction Activities 3 DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. CAUTION i 1 i 0 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE i 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 f i 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). ON PROJECT. STORM DRAIN NOTES: REVISIONS 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. 0 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 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 Y SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. O O M 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. a 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: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 j 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 v� MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. z O FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL U(n 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 wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. H w1 3. 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 N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �Z ° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS153490R3 PREPARED BY EWI C6 � AND DATED FEBRUARY, 2016 mo TROPHY CLUB w t:0 0 e ° J O O ° _ �y> 77 CRE`'��'c> BOB JAMES I A, Medlin MEgOp° SNS Cemetery Golf Z Y Course J e SVN TROPHY ti FAlldy SEMINOLE �T tt U v/ qr -0 M w I e / 114 9 Goo T�GpYGr FRESH MEADO`N ma Z N X i / �G N �� INVERNESS a / I W A < BGE, Inc. ° / WESTLAKE = 2595 Dallas Parkway, Suite 204 ° � INVERNE � y� no Frisco, TX 75034 ;J° / CnTel: 972-464-4800 • www.bgeinc.com d ° ° ° e° ' I T E KING TBPE Registration No. F-1046 / \ jJ 0 Contact: Jason Frey e ° / o Tel: 972-464-4821 E ,Sr/NG 0 114 Copyright 2016 Q SOLANA 0 41 4 J e �Gr 79.8 C,;1 / MEDIAN OPENING / _ COR — /NO LEFT TURN SIGN / 30' MEDIAN / ' VICINITY MAP MERRIMAM ASSOCIATES/ OPENING // (NOT TO SCALE) ARCHITECTS, INC. 300 N. Field Dallas, TX 5202 h / REMOVE 62 LF EXISTING CURB REMOVE 6 LF EXISTING CURB / Contact: Julianna Turner \ C3� � / � ° / �00, INSTALL LONGITUDINAL BUTT JOINT / Tel: 214-347-7069 `� R15 DEVELOPER d / VESTA CUSTOM HOMES R30' 660 N. Carroll, Suite 110 C / Southlake, TX 76092 A / Contact: Richard Hudson \ Tel: 469-631-2014 A 00° / '� a R40' \ A -�� R30' J / U) \ / / ° ° / d e n ° \ / ° 10 Q X I— °J / w ° e d ° / ° / �• �' J ° d ° ° ° / J ,A AJ ° ° ° Q � Z J ° Horizontal Scale: 1" = 20' O / e ° e e /J /J ° rn ° ° Ir 7 0 e L e ° a e ° / \ /J a d / e J /d ° ° d / d ° � e ° ° J° ° d Z I II e d ° /� °J °e ° ° ° /J a J ° W e° d Z °R2'/ � W J ° d Z N 01 /J C LU w Q ,` ° e J J ° ° Q. e ° d ° d e, J ° ° d ° ° AO ° /- d °Je ° ° ° ° °R15' ° /J°O ° J O fn Uj J J e ° c J 00 d d i LU L e d ° e ,- ° J a d d e /J J W ° ® ° (D '° J ° e ° d® e ° ° ' ° ® ° J ° ° e ° ° °O ' O O (�� ° e d \° °° e d , ° J ° e d ,� J ° ° // J V I I I W> °° d ' d° I ° ° °R2' ° /Q d � M W Y ° U 1 1 1 Q O d° / d °J d d 41 - J ° J o J ° ° ° ° �9. a ° d ° lJJ m Z / J e J ° W > Q o 0 a N ° ° 1e d J M ° THESE PLANS ARE ISSUED FOR a ° d I THE PURPOSE OF PRELIMINARY JO�J REVIEW AND ARE NOT INTENDED \ O ° FOR CONSTRUCTION. a sip a WHEN ISSUED IN BE o \ \ ,s/Fly SETA NAL ED,FOLL S GN RM DH AND EY (DATED. uj \ \ �� d ° I I WALP RETAINING RESPONSIBLE ENGINEER: o \ ° d BROWN & GAY ENGINEERS, INC. M \ \ J ° ° TEXAS REGISTERED ENGINEERING ZIJ d a J FIRM F-1046 J \ \ ° /° /J d ° Ad JASON A. FREY, P.E. >1 ° ' ° NOTES: TEXAS REGISTRATION NO. 88485 N `° J °4 d ° ° 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS AUGUST 31, 2016 j \ �S\ d ° ° ° ° /-j ° J ° EXISTING FOR THIS PLAN SET CAUTION - \ d , ° ° J 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ° e ° I �I \ /1/O ° ° e OTHERWISE NOTED Contractor to Verify exact location \ a° d/J J & Depth of Exist Facilities Prior to o N dJ° ° any Construction Activities \ \ ° ° ° J BM1 — "❑" Cut found on top of curb at the south median nose approximately \� °° ° d° e 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. CAUTION �0�\ A /J ° ° ° ° Elev. 668.963' CONTACT: 1-800—DIG—TESS INN48 HOURS PRIOR TO CONSTRUCTION X J p ° ° BM2 — "❑" Cut found on top of curb in the west turn lane median at the dJ J intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the REVISIONS 01 d° ° centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on REV NO. DATE DESCRIPTION 0 J a Ele southwest corner of intersection. ev. 667.93 O e ° , J ' J e ° ° a ° ° ° TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis J a Jd Blvd. and Dove Road. Elev. 668.96 00 TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 ink \ \ \ \ DRAWN BY: PAVEMENT LEGEND \ \ 0 wl CHECKED BY: Y \ (SEE GEOTECHNICAL REPORT) \ \ \ CONCRETE PAVERS ABOVE 3/4" OF SAND DATE: \ \ \ \ o AND 5.5" 3,600 PSI CONCRETE W/ #3 a8 \ \ \ BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: c \ \ \ LIME/CEMENT TREATED STABILIZED \ \ \ \ SUBGRADE. SEE ARCH. PLANS FOR \ \ \ \ PAVERS TYPE AND LOCATIONZO Sheet N o. of \ \ SIDEWALK 4" 3, 0 PSI of Lu \ \ \ \ PAOVEMENDT W/ #3 BARS ©5204" 0 C.E W.0 PAVING PLAN wi \ \ z� \ \ Z \ \ Lu \ \ w <Z \ \ V J \ \ o61-1 C7 Z 01 \ \ \ \ D_ 0061 TROPHY CLUB o o ° d ° J ° - / BOB JAMES Medlin MEgOp A W Cemetery Golf ZILLI I BFR 5E� GxJ� Course a // e SVN TROPHY ti FAlldy SEMINOLE �T U \ \ 1 I / \ � O/ \P \ 114 �9 Goo T�OpYcr FRESH MEAD N Lj Z N i \ �G NINVERNESS a x I W J BGE, Inc. WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � o Frisco, TX 75034 C/O Tel: 972-464-4800 • www.bgeinc.com I°° KING TBPE Registration No. F-1046 �T E Contact: Jason Frey 114 Tel: 972-464-4821 o Copyright 2016 1.� Q SOLANA ° dJ d ° d W)O \ \ \ pJ S 1 1 I \ ° , \ / DOVE ROAD J nid, \ d / I I \ \ / / �� oa o lyT� • \ \ / 0.17 1 .8 OR \ In Q LOVICINITY MAP MERRIMAM ASSOCIATES/ (NOT TO SCALE) ARCHITECTS, INC. 300 N. Field Street / / Dallas, TX 75202 A3 Contact: Julianna Turner \ /J \ \ CIO Tel: 214-347-7069° / <�/ )► a 0.16 \ \ _ DEVELOPER VESTA CUSTOM HOMES 660 N. Carroll, Suite 110 \ J \ \ 6 Southlake, TX 76092 Contact: Richard Hudson Tel: 469-631-2014 0 IZA LIJ I.- 'J ' Q � ~ UZ Horizontal Scale: 1" 20' Z /° ° A2 Z wo ° ° a ° 0.55 6.0 \ - - 0' 20' 40' WC)Q w U z c Z Cn W Cl wELI Q W �e oQ �► (D LLI Llro 0 E0 - Q ° 1 0.41 1 .7 / Cn J U LU / NOTES: (, O 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q J 0 EXISTING FOR THIS PLAN SET Z W BM1 - "❑" Cut found on top of curb at the south median nose approximately > Q0 N \ °/ ° ° a ° J / \ / 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. M � Elev. 668.963' / THESE PLANS ARE ISSUED FOR < BM2 - "❑" Cut found on top of curb in the west turn lane median at the THE PURPOSE OF PRELIMINARY intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the REVIEW AND ARE NOT INTENDED 3 Al \ FOR CONSTRUCTION. centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on Q41 4 ` southwest corner of intersection. WHEN ISSUED IN Elev. 667.93 Z \ ° I FINAL FORM THEY WILL BE o \ \ 0.32 2.9 a SEALED, SIGNED AND DATED. \ ° � '��° J° ° � TBI - "El" Cut in median nose located - 700 feet southeast of intersection of Davis Y \ , 'O Blvd. and Dove Road. Elev. 668.96 RESPONSIBLE ENGINEER: C) BROWN & GAY ENGINEERS, INC. M \ J ° ° I TEXAS REGISTERED ENGINEERING M 1 \ d <J ° ° ° TBM2 - "El" Cut in median nose at intersection of Davis Blvd. and Bull Way. FIRM F-1046 ° /J d ° Elev. 679.58 JASON A. FREY, P.E. o \ EL \ \ ° TEXAS REGISTRATION NO. 88485 o ° IN \ \ O � °° /J ° ° AUGUST 31, 2016 I ° ° ° /J ° 1-1 \ / \ ° ° ° ° J \ ° ° d J / LEGEND ! !CAUTION ° ° °° Contractor to Verify exact location Depth of Exist Facilities Prior to DRAINAGE AREA BOUNDARY ° J° , any Construction Activities \� O\ °° d d ° ° I \ \ EXISTING CONTOUR LINE CAUTION O UI \ /\• � O ° J � J° ° a ° CONTACT: 1-800-DIG-TESS / \ \ \ \ ° ° ° ° ° °/J \ 48 HOURS PRIOR TO CONSTRUCTION 1 650 PROPOSED CONTOUR LINE a REVISIONS REV NO. D ATE DESCRIPTION PROPOSED SANITARY SEWER -DRAINAGE AREA NUMBER /° � � I rP3 3.51 32.5 -100-YR RUNOFF IN C.F.S. DRAINAGE AREA IN ACRES \ \ \ I \ \ \ \ ♦ DRAINAGE FLOW DIRECTION DRAWN BY: \ \ \ \ �� \ STORM DRAIN INLET ILL] YI \ \ � CHECKED BY: \ \ \ \ \ \ \ \ DATE: a 0 \ \ \ \ Y \ \ \ PROJECT NUMBER: J \ 0 \ \ \ \ Sheet No. Zo \ \ \ \ Table 1: Drainage Areas u�N \ \ \ Area Area Area Coeff Time of 5 Y 5 Y 10 YR 10 YR 25 YR 25 YR 50 YR 50 YR 100 YR 100 YR PROPOSED Lu \ \ \ \ Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single Family Grass Concentration Intensity FLOW Intensity FLOW Intensity FLOW Intensity FLOW INTENSITY FLOW ZUj \ \ A 0.95 0.7 0.65 0.35 Tc (in/hr) (CFS) (in/hr) (CFS) (in/hr) (CFS) (nl/hr) (CFS) (IN/HR) (CFS) DRAINAGE ARE A z V) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 /� >- \ V A Al 13,888 0.319 0.79 0.232 0.087 10 6.82 1.7 7.99 2.0 9.20 2.3 10.53 2.6 11.55 2.9 MAP \ \ A2 23,786 0.546 0.95 0.546 10 6.82 3.5 7.99 4.1 9.20 4.8 10.53 5.5 11.55 6.0 Z� \ \ A3 6,765 0.155 0.95 0.155 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 1.7C8 3:'o OS-1 7,259 0.167 0.95 0.167 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 1.8 0 \ \ OS-2 17,846 1 0.410 1 0.35 1 1 0.410 1 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 1 1.7 mer - TROPHY CLUB o o � O BOB JAMES ° \ Medlin MEgOp �`'N\ Cemetery Golf Z Y I o V. S'A pxv�\ Course FAllay SEMINOLE /\ \ 114 9 Goo TpOOYGr FRESH MCAD O N ma Z N < BGE, Inc. J \ / WESTLAKE 2595 Dallas Parkway, Suite 204 e \ � INVERNE � y� " o Frisco, TX 75034 e \ C/O Tel: 972-464-4800 • www.bgeinc.com I°° K/NG TBPE Registration No. F-1046 o I T Contact: Jason Frey 114 Tel: 972-464-4821 o Copyright 2016 Q SOLANA ° Aj 0 \ \ ° \ DOVE ROAD C',S, ORLO� °a ATF \ 61TC645 60 / \ 1 / ' VICINITY MAP MERRIMAM ASSOCIATES/ MATCH EXISTING (NOT TO SCALE) ARCHITECTS, INC. \ \ 300 N. Field Street Dallas, TX 75202 \ \ ° TC639.30 / TC636.634 IX Contact: Julianna Turner MATCH EXISTING �� MATCH EXISTING I Tel: 214-347-7069 DEVELOPER \ VESTA CUSTOM HOMES 63b 1 ' �� 660 N. Carroll, Suite 110 s � ,Southlake ° TX 76092 7CP6�9 / Contact: Richard Hudson Tel: 469-631-2014 \ 1000" — \ — 650 J ° ® -7 LIJ 557 _ _ F- TC649 87 \ \ — ° / MATCH EXISTING 4 J Z (� I..L Horizontal Scale: 1 — 20 z_ w LLI O MATCH TEXIS�ING �_ 0' 20' 40' Z Lr- LU w O Q 0� tK _ — (D � _ Q E0 F Y / U) J U LU Uj 00UjU ULL O Z LLI > Q o J 41 J THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY J J J / I / `O �\ REVIEW AND ARE NOT INTENDED Z \ / ° / \ e FOR CONSTRUCTION. o ° °/ I� LL \ WHEN ISSUED IN ,—N, ° ° LLom NOTE: FINAL FORM THEY WILL BE \ \ ° e ° ° LU I \ / ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS SEALED, SIGNED AND DATED. Y \ _ ,J LL EXISTING FOR THIS PLAN SET. j \ \ ° /° e RESPONSIBLE ENGINEER: m1 \ ° ° ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. BROWN & GAY ENGINEERS, INC. Z ° °J ° ° J I I TEXAS RELU GISTERED 046ENGINEERING c� \ '° ° ,J ° ° „ o L BM1 — "❑" Cut found on top of curb at the south median nose approximately JASON A. FREY, P.E. z TEXAS REGISTRATION N0. 88485 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. ° / I Elev. 668.963' AUGUST 31, 2016 ° 1 I I 0 \ ° ° ° e ° J " ! !CAUTION ! ! N /�\ ° J BM2 — ❑ Cut found on top of curb in the west turn lane median at the ° ° ° ° intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the Contractor to Verify exact location ILi \ ° ° °/�, J° ° centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on & Depth of Exist Facilities Prior to ° \ \ \ °/J ° Je ° ° southwest corner of intersection. any Construction Activities ° Elev. 667.93' CAUTION ° e 0ESS i \\ \� O\ C 'J ;J J° ° a a o� TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis 48 CONTACT: 1-800—DIGHOURS PRIOR TO CONSTRUCTION TRUCUC TION J11 Blvd. and Dove Road. Elev. 668.96 a \ \ ' \O ° ° ° ° ° ° " REVISIONS TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. REV NO. DATE DESCRIPTION ° �J p, ° �, Elev. 679.58 O / °J N 0 U LEGEND Ni \ \ \ \ I \ FH♦-- PROPOSED FIRE HYDRANT DRAWN BY: 0 Ld \ \ \ \ \ SSMH PROPOSED SANITARY CHECKED BY: �� \ \ \ MANHOLE \ \ \ \ F�--i PROPOSED STORM INLET DATE: \ \ \ \ — 650 — EXISTING CONTOUR LINE PROJECT NUMBER: Y J\ 650 PROPOSED CONTOUR LINE 0 \ \ \ \ \ \ Sheet No. "m Z \ \ \ \ \ w0 \ \ \ \ GRADING PLAN Lu \ \ \ \ \ \ \ Z� \ \ \ ZN \ \ Lu \\ \\ \ \ \ \ ZIc) Zo \ \ C9 ° 01 \ \ \ \ 0061 \ I TROPHY CLUB o o SS / _ EXISTING FH cREG� �aoe JAMES ` G, �`' Medlin MEA ° Cemetery Golf Z Y - ° ° ', SVN TROPHY ti FAlldy SEMINOLE c r Course / \ G / 114 �� Goo T�OpY r FRESH MEADO N ma m N a x I Y 71 / ° ° Q� BGE, Inc.G / J° 2595 Dallas Parkway, WESTLAKESuite 204 INVERNE � O Frisco, TX 75034 Cl) Tel: 972-464-4800 • www.bgeinc.com / TBPE Registration No. F-1046 ° G ° C d IT IT KING Contact: Jason Frey W ° 114 Tel: 972-464-4821 W ° �'�( ° / 5`' o Copyright 2016 ' W - 1 W d C �� ° '° �, a �-' e�- a SOLANA Gift oR W d W / DOVE ROAD his T J �9 / \ NN W W / 5� / 10d • / U) \ °� 6'-2" DOUBLE GRATE INLET� � W / CONNECT TO EXISTING 18" STUB\ ,` VICINITY MAP MERRIMAM ASSOCIATES/ \ INSTALL- S ♦ CONNECT 8" SANITARY TO /� (NOT TO SCALE) ARCHITECTS INC. DUCT BANK STUBc 300 N. Field Street EXISTING 8 SANITARY STUB � \ / ° ♦ C REMOVE 12 EXISTING SS Ss INSTALL 4' STD MANHOLE / Dallas, TX 75202 INSTALL: 18 STORM STUB �SS / Contact: Julianna Turner DUCT BANK STUB c / Tel: 214-347-7069 \ EXISTING FH ° `� ♦♦♦♦ / DEVELOPER / VESTA CUSTOM HOMES c ♦♦ SSMH O // 660 N. Carroll, Suite 110 Southlake, TX 76092 �\ \ DUCT BANKSSTUB ° ° Contact: Richard Hudson � / Tel: 469-631-2014 34 LF 8'INWATER INSTALL: INSTALL: HAND HOLE WITH DUCT BANK PULL BOX/ \\ \ INSTALL: 0 01\ \ /, DUCT BANK STUB SINGLE SERVICE A Q Q �\ v SSMH CONNECT 8 WATER TO X ° INSTALL: ° \ EXISTING 8" WATER STUB J 0 Uj DUCT BANK PULL BOX s� Q INSTALL: a W < G /DUCT BANK STUB ss c, INSTALL: c, / ° HAND HOLE WITH INSTALL: J Z SSMHss DOUBLE SERVICE 332 LF 8 WATER INSTALL: Horizontal Scale: 1" = 20' Q Z � °° F� � � , P�� 5 °'° EDUCT BANK STUB "\ �� &'' ,/ � / U Z W 0 31 CIO q s G LLJ Q w (� Z VARIABLE WIDTH INSTALL: / LLJ Q W Q ELECTRICAL 320 LF 8" SANITARY 'b� /6• 0 c EASEMENT c, �q2� _ — �-- J U Y 3Uj ZQ E0 F D SSMH J v W / o ° m OIL 43 NOTE. Q 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � JM O \�cF` INSTALL- HAND HONE WITH / EXISTING FOR THIS PLAN SET 0 W Z J ,4 SSC HAND HOLE WITH DOUBLE SERVICE 4 PRIVATE SANITARY SERVICE / 2. ALL METER BOXES IN PAVEMENT MUST BE TRAFFIC RATED W iy ° SINGLE SERVICE W/ CLEANOUT (TYP.) > Q o 04 s 1" PRIVATE WATER SERVICE W/ METER (TYP.) BM1 — "❑" Cut found on top of curb at the south median nose approximately Q \� I 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. THESE PLANS ARE ISSUED FOR NARY 3.1 EXISTING FH \ I / REVIEW ANDSAREFNOT INTENDED Elev. 668.963' THE \ ° \ ° FOR CONSTRUCTION. z INSTALL: a a BM2 — "❑" Cut found on top of curb in the west turn lane median at the WHEN ISSUED IN o \ \ 1 — 8"X12" TEE \ \ \ I intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the FINAL FORM THEY WILL BE W \ 1 — 8" VALVE C °° ° centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on SEALED, SIGNED AND DATED. \10 \ 1 — 12" VALVE \� °'� ° ° ° I I southwest corner of intersection. Elev. 667.93' o \ \ \ CONNECT 8" WATER TO C \�/C�, / RESPONSIBLE ENGINEER: m� EXISTING 12" WATER \ °° ° BROWN & GAY ENGINEERS, INC. Zi �c \ 1-1 �� TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis TEXAS REGISTERED ENGINEERING a J� \ \ \ \ \ \ '° ° , d ° JASON A.FFREY,6P.E. d , J Blvd. and Dove Road. Elev. 668.96 FIRM TEXAS REGISTRATION N0. 88485 Z) \ \ \ \ ° \�� (�� ° ° TBM "❑,�2 — Cut in median nose at intersection of Davis Blvd. and Bull Way. AUGUST 31, 2016 N O , ° \ �\ d Elev. 679.58 i \\ \ \ \ ;� ° G1; ° ' ! !CAUTION 1 ! Cn \^ � l \�Z' �L.�V °° I LEGEND Contractor to Verify exact location & Depth of Exist Facilities Prior to \ wlany Construction Activities 4 FH \ \ ELEC `�\� \� \ °° PROPOSED FIRE HYDRANT CAUTION \ \\ MH °° O \ �J ° °\ ° d ° CONTACT: 1-800—DIG—TESS \ \ \� �O C ° ' �°° \ ° ° SSMH PROPOSED SANITARY 48 HOURS PRIOR TO CONSTRUCTION a \ \\\ LIGHT \ ��\ \ �� O ° ° ° '�, ° Fa\d /" , ° MANHOLE "i \ \ POLE \ 0 \ �\ d` \ REVISIONS PROPOSED STORM INLET REV NO. DATE DESCRIPTION o © PROPOSED DUCT BANK PULL BOX W PROPOSED WATER LINE \ \� \ I ssPROPOSED SANITARY SEWER C PROPOSED SINGLE CONDUIT DUCT BANK _S o \ �� '�\ \ \ ��\ — — PROPOSED STORM SEWER DRAWN BY: f �F ° \ \ \� \ �� „I \ \ �� CHECKED BY: 00 \ ELEC M H \lyn DATE: P /A o \ \ � �, / PROJECT NUMBER: \ LIGHT \ \� \ POLE c \ \ / FIRE COVERAGE \ F\ �\ \ \ 4 Sheet No. Z o \ \ \ RESIDENTIAL RADIUS=250 w W \ \ \ \ WATER , STORM , Lu ZN DUCTBANK , & SEWER PLAN ZC10 D' \ m0 TROPHY CLUB o o � J / ♦ �x�� CRE0 BOB JAMES Medlin MEg00 �� Cemetery Golf Z Course A/ a ° ° ♦ ° Sv TROpHY '2 /,�, SEMINOLE Ld Goo T�Op�YcrFRESHMEADO`N ma z N 114 INVERNESS a x I W i J BGE, Inc. WESTLAKE 2595 Dallas Parkway, Suite 204 ° \ � � INVERNE � y� o Frisco, TX 75034 C/O Tel: 972-464-4800 • www.bgeinc.com \ / / TBPE Registration No. F-1046 I°° SITE K/NG Contact: Jason Frey 114 Tel: 972-464-4821 o Copyright 2016 ° ° � o SOLANA \ \ a FURNISH & INSTALL: I 797 LF OF ° \ ROAD c♦S�AJ° / � SILT FENCING DOVE LO 0 \ \ / T vii INSTALL STORM INLET 1 / VICINITY MAP MERRIMAM ASSOCIATES/ PROTECTION \ INSTALL STABILIZED // (NOT TO SCALE) ARCHITECTS, INC. CONSTRUCTION 300 N. Field Street ENTRANCE I / / Dallas, TX 75202 Contact: Julianna Turner CO / / Tel: 214-347-7069 \ / FURNISH & INSTALL: / 14 LF OF // DEVELOPER SILT FENCING / VESTA CUSTOM HOMES ° 8 / \ \ \ \ / / 660 N. Carroll, Suite 110 \ \ 6J �1 / Southlake, TX 76092 Contact: Richard Hudson \ \ ° / Tel: 469-631-2014 0 o \ / Horizontal Scale: 1" 20' J Q W F 0' 20' 40' W NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q � EXISTING FOR THIS PLAN SET Z0 U W wv e ° ° WLLJ z ♦ \ c Q W � 7 BM1 "El"— " " Cut found on top of curb at the south median nose approximately LLI U L \ / 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Q Q Q Elev. 668.963' w z r N UJ W / \ \ BM2 — "Ll" Cut found on top of curb in the west turn lane median at the � LU Q W y C:) Q intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the Q / , \ centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on Ur= _ �-- J Y I / southwest corner of Intersection. z Elev. 667.93' UJ Z Q O Lu U H TBM1 — "Ll" Cut in median nose located N 700 feet southeast of intersection of Davis (n "� m W ° I Blvd. and Dove Road. Elev. 668.96 J W � m o e° \ TBM2 — "Ll" Cut in median nose at intersection of Davis Blvd. and Bull Way. 0U_ TOP VIEW Elev. 679.58 J 0 E J 44 ° Z O / J ° e W J° J ° / ANY LENGTH PLUS 12' TO SEAL ENDS 50' Min. Q I ° ° ` e , e/ J 0 04 O ° e °° /e ° J / / ♦ ♦ / / / ♦ ♦ / / / ♦ ♦ / / ° , / , ;, /, /, /, /, /, /, Concrete Boulder Type Rip Rap, ° ° / / /; /; ♦ /; ♦ /; /; ♦ /; /; ♦ /; 7' Grade to Prevent Runoff from ♦ , / ♦ , / / , , , , , , , , , , , Leaving Site o, _ ° � , , , , , , C I Filter Fabric THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY J / I REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN a ` FINAL FORM THEY WILL BE F o \ , SEALED, SIGNED AND DATED. UJ of 41,#\ \ ' / ,J Existing Grade ' ' _ Roadway ENGINEER: ` RESPONSIBLE o s 4- 11" PROFILE BROWN & GAY ENGINEERS, INC. m \ ` ° ♦ , FIRM F-1046 TEXAS REGISTERED ENGINEERING e IL /J ° JASON A. FREY, P.E. IL TEXAS REGISTRATION NO. 88485 I..— 50' Min. ° ao AUGUST 31, 2016 dI °�e SIDE VIEW END VIEW ° ° Transition to Roadway CAUTIONO NOTES: ° ° ° 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. Contractor to Verify exact location° 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT �I °O FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. & Depth of Exist Facilities Prior to o \\ � \� \ ° °,J e °° / 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. ° ' any Construction Activities \ Q j \ ° /' ° ,J 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. r n \ \O ° CAUTION e ° (j \ \\ ��6 \ ` 'J /J ° J ° ° °° a ° °° ADVANTAGES: Radius(5' Min.) , ` • 48 OURS PRIOR 8 0 CONSTRUCTION A) EASE OF INSTALLATION B) EASE OF MAINTENANCE R.O.W ,, C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS 0I \ \ \\ a /J ° 5 ° ° D) CAN BE REUSED REVISIONS 0 \ \ \ \ \ ° % ° /J ° ° J ° / ° PLAN VIEW REV N0. DATE DESCRIPTION C °- °� ° ° °\ e e ° °' / /_JSTAB ZED CONSTRUCTION ENTRANCE HEAVY DUTY CURB NLET PROTECTOR O i \ e ° NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes c RIC 00RIA� ° ° ° ° , e OTHER OUTLET CONTROL DEVICES SHALL BE 1. Steel posts which support the silt fence shall be 1. Erosion control mats shall be in compliance with FAB \ INSTALLED AT ALL LOW POINTS ALONG THE installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion Fl�1ER �, \ ' FENCE AT A MINIMUM OF EVERY 300 FEET. runoff source. Post must be embedded a control mats may be used in place of, or in .�' ° minimum of one foot addition to silt fence for sheet flow filtering NI \ 2. The toe of the silt fence shall be trenched—in applications. LEGEND DRAWN BY: j5 with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to G�F PET APART \ ` E MIN down slope face of the trench is flat and the ground in compliance with the w AOIR�10 \ A. SIOE $, perpendicular to the line of flow. Where silt manufacturer's recommendations. EXISTING CONTOUR LINE CHECKED BY: I 5P 6 MAX, fence cannot be trenched—in (e.g. pavement or 3. The width requirement of the erosion control u, BE FILTER FABRIC MATERIAL SECURELY \ H Y rock surface), weight fabric flap with rock on mats shall be comparable to the width of the T� \ I FASTENED TO THE POSTS OR (IF USED) \ \ ) 9 p p seeping prevent flow from uphill side to p p 9 under disturbed surface to be filtered. The minimum THE WIRE MESH. \ \ SILT FENCE fence. width shall be 10 feet for Single Family lots and 650 PROPOSED CONTOUR LINE DATE: i STEEL POST 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless o \ deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility - SILT FENCE $ APPROXIMATELY 8" OF FILTER fence fabric to be laid in the ground and Manager. FABRIC MATERIAL MUST EXTEND \ PROJECT NUMBER: -o \ �� INTO A TRENCH AND BE ANCHORED backfilled with compacted material. 4.The width of erosion control mats can be `o �`°`' FOR ADDITIONAL STRENGTH / WITH COMPACTED BACKFILL MATERIAL \ \ 4. Silt fence should be securely fastened to each reduced when used in conjunction with silt fence STORM INLET PROTECTION D �Js`� FILTER FABRIC MATERIAL MUST steel support post or to woven wire which in and block sod vegetative buffer strips. In no m eQv� BE ATTACHED TOA 6—INCH RUNOFF \ g" MIN. TOP OF turn is attached to the steel fence post. There applications will erosion control mats be less Sheet N O. Z C) (MAX.) MESH WIRE WHICH HAS — — \ /� STONE EFENCE shall be a 3 foot overlap, securely fastened than 4 feet wide. —c� i BEEN FASTENED TO THE POSTS. FLOW OF SILY where ends of fabric meet. STABILIZED CONSTRUCTION ENTRANCE v7 / 5. Accumulated silt shall be removed when it EROSION CONTR0L \ reaches a depth 1'. The silt shall be disposed of i � \ 1 1/2" FILTER STONE \^ /\\ p p Lu �x M APPROXIMATE 4"X4" / \ \/ at an approved site and in such a manner as Z w TRENCH \ \ j\j�\/\ j 12" to not contribute to additional siltation. ♦ DRAINAGE FLOW DIRECTION PLAN ~ //\//\//\ //��; 6. Silt fence shall be removed when the site is Z V' ' \ \ �/\\i�� completely stabilized. Lu I — 7. Rock filter dams shall be used at concentrated D STORM DRAIN INLET Qz \ \ high flow discharge areas in lieu of silt fence. ZZu cnINSTALLING A FILTER FABRIC SILT FENCE SILT FENCE STONE OVERFLOW STRUCTURE C1 1 °% 0061 \ TROPHY CLUB / w 0 0 v ° v � O CRE �'c> BOB JAMES Medlin MEA00 Cemetery Golf Z Y SE( Ov� Course J TROPHY ti FAlldy SEMINOLE w 0 I d / 114 9 Goo T��, FRESH MEADO N wa Z N / i / �G N �� INVERNESS a x I W ® d ° \ \ m I Q i i BGE, Inc. ° WESTLAKE INVERNE� y� = 2595 Dallas Parkway, Suite 204 � � ° o Frisco, TX 75034 U) Tel: 972-464-4800 • www.bgeinc.com �� KING TBPE Registration No. F-1046 \ ° Contact: Jason Frey ° ° Tel: 972-464-4821 ° � , ° / / 0 114 Copyright 2016 v v ° 4 SOLANA °J e v J d �Gr / \ d DOVE ROAD C" p Je / Cp o < \ � / / \ VICINITY MAP MERRIMAM ASSOCIATES/ (NOT TO SCALE) ARCHITECTS, INC. 300 N. Field Street Dallas, TX 75202 / Contact: Julianna Turner ° 015 Tel: 214-347-7069 DEVELOPER d / VESTA CUSTOM HOMES 660 N. Carroll, Suite 110 Southlake, TX 76092 d Contact: Richard Hudson / Tel: 469-631-2014 v / d J ° C1 / Q 1x1 W A / ° / J / V` e J v Q J Horizontal Scale: 1" = 20' z O d d e d° � �•- v/ c zU W LL] ° ° ° \ ° 0' 20' 40' / \ w � C � z vJ w � z Cn WN � � LU W � o Q o Q (D w Uj — z 0 —® C) 120 cn � ° LUDU LU �00 o � d 0 L dv / LL J o M 7 L 0 Jv 0 > Q o J d ° ° J a a THESE PLANS ARE ISSUED FOR 3 ° I I THE PURPOSE OF PRELIMINARY J REVIEW AND ARE NOT INTENDED Z FOR CONSTRUCTION. W ° ° WHEN ISSUED IN W \ ° ° I FINAL FORM THEY WILL BE \ \ d d SEALED, SIGNED AND DATED. U ° ° ° I I LIGHT FIXTURE AND POLE DESCRIPTION ILLUMINATION Northing Eastin \ \ g g RESPONSIBLE ENGINEER: o ° ZI \ °d d Od d , STRUCTURE ID BROWN & GAY ENGINEERS, INC. Q J ° ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG C1 7044320.26 2373632.8 TEXAS REGISTERED ENGINEERING (L \ \ ° a J d J FIRM F-1046 Z d J ° ° 4J JASON A. FREY, P.E. TEXAS REGISTRATION NO. 88485 N /J ° ° AUGUST 31, 2016 I \ O t\ ° ,J J ° ° va 1-1 / d d ° ° J ° J I CAUTION d ° O ° ° ° d d Contractor to Verify exact location d d/J °d /-3 ° & Depth of Exist Facilities Prior to o \\ ° ° J d J° ° any Construction Activities ° J d 44° °° ° LEGEND CAUTION d ° U CONTACT: 1-800—DIG—TESS I \ / 'J 48 HOURS PRIOR TO CONSTRUCTION •� J v ` d O \ \ d v d J ° ° ° ° ° ° ° ° PROPOSED LIGHT POLE I \ \ D A ° %s J d° REVISIONS d ° REV NO. DATE DESCRIPTION � \ \ � 6 ° �, ° J a � BOROPW WITH APRON A GROUND O \ \ \ \ ° ° d ° v / J c J ° ° ° d ° a \ \ \\ \ \ d a/ ° — — PROPOSED CONDUIT O \ \ \ d ° \ \ ° ° T TRANSFORMER (POWER ° ° SOURCE) o \ J J En \ \ \ \ DRAWN BY: SERVICE METER wI \ \ \ ,`` CHECKED BY: DATE: o \ ILLUMINATED AREA (PHOTOMETRICS) \ \ \ \ \ f ALL AREAS OUTSIDE OF SHAPES ARE 0 PROJECT NUMBER: \ \ FOOTCANDLES, THE INNER SHAPE IS AT LEAST 0.2 FOOT–CANDLES AND THE OUTER RING IS 0 \ \ \ \ 0.1 FOOT–CANDLES. Sheet No. Z \ \ 1C� \ \ w0 \ \ \\ LIGHTING PLAN W \ \ \ \ Z NOTES: w I \ \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Z \ \ \ \ EXISTING FOR THIS PLAN SET xsIcn \ \ \ \ 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS C12 Z OTHERWISE NOTED 01 \ \ \ \ 0061 TROPHY CLUB o o J � J 'J CRE��G�'� 0BOB JAMES Project Name7 Type: Medlin MEADO Cemetery Golf 2 W x ■ ■ �t�R�c'SSS ��JO Course o ■ ■ `- Notes: Order Matrix Number, ■ ■ -- 5V� TROPHY 2 FAllayq SEMINOLE c U ■ / W ■ i/ M A, - N ■ - - Ordering Matrix `�F°'9 `P ��qcF F o 114 GO`O �p0� r RESH MEADON wa z h Environmental Lighting for Architecture. Inc. Environmental Lighting for Architecture. Inc. Brookside - BRK s�� N �� ,NVERNEss X I w 1 2 3 4 5 6 7 8 9 �'� I Q BGE Inc. Fixture 1 Size I Mounting I Optics I Ballast 1 Voltage 1 Lens 1 Color I Option = 2595 Dallas Parkway, Suite 204 WESTLAKE n INVERNE y� BRK 1 18 1 PT I H5 1 15OPSMH 1 120 1 FG I CY 1 -- �� o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.bgeinc.com BROOKSIDE 1. Fixture: BRK 1818 • �� '"G TBPE Registration No. F-1046 2. Size KContact: Jason Frey Tel: 972-464-4821 0 114 Copyright 2016 k,�7 47' 1 The Brookside is an eight-sided lantern with a traditional "gothic" o SOLANA o�cr style. Suitable for pole, cross arm, wall, or pendant mounting ` � DOVE ROAD � n��s o 191 conditions, the Brookside is the perfect specification for shopping _ p p pp Matrix#: 18 a Description: foo to 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. VICINITY MAP MERRIMAM ASSOCIATES/ pp 3. Mounting ARCHITECTS, ITEC SreNC . residential applications,and much more. lI i (NOT TO SCALE) et Dallas, TX 75202 Contact: Julianna Turner Constructed of high grade cast aluminum and protected with a t +? Tel: 214-347-7069 durable powder-coated finish,the Brookside is built for the toughest Notes: ; Matrix M. CA CP PD PT 5P we DEVELOPER 1.Prease consult factory for Poles,Wall Brackets,and other mounting options. Descriptiohain Pendant Pendant Post Top Stem Pendant Wall Bracket VESTA CUSTOM HOMES I of outdoor conditions. The Brookside can also meet the performance 4. Optics ; Horizontal 660 N. Carroll, Suite 110 11 standards of today's high lighting demands. It's available with R: Southlake, TX 76092 Type III or Type V optics; with the horizontal lamp configuration y Contact: Richard Hudson - #: * Tel: 469-631-2014 Matrix H3* H5 providing a cut-off for Dark Skies applications. Available in up to Description: TYPE 3 TYPE a maximum 250 watt Metal Halide or High Pressure Sodium, the Vertical < Q Q X Brookside can also accommodate today's Low-Energy requirements It y J W with up to 75 watt LED or 250 watt Induction sources while still Notes: Matrix#: V3•• V5 UJ Q ~ 7� light _ 150W max damping. Description: TYPE 3 TYPE 5 (D maintaining excellent light output. Glass refractor required. • J Description:Pulse Start Metal Halide High Pressure Compact Induction induction Induction ��/ 7 Z) �. Ballast Metal Halide Sodium Fluorescent Bulb Type Tubular Type Circular Type y ` 7 (n 0 (Watts I Type) (Watts 1 Type) (Watts I Type) (Watts 1 Type) (Watts 1 Type) (Watts 1 Type) (Watts I Type) 7 < ) � U70PSMH I..I' ' I ` W0 The Brookside offers a classic traditional look while meeting today's ; Matrix#: 50PSMH 5OMH 50HPS 13CFL 35iB* 40iT■ 40iC■ L 70MH 70HPS 18CFL 55iB• 70iC■ UJ z 100PSMH T6 7QMH 100HPS 26CFL 85iB* 80ic■ high performance standards for lighting. 15OPSMH 1QOMH 150HP5 32CFL 100iB* N 175PSMH T6 15OMH 2O0HPS* 42CFL w V JZ UJ N 20OPSMH 250MH' 250HPS Notes: 25OPSMH` W QW �e . < 1.Electronic ballast available for 50,70, Incandescent LED and 100 watt MH lamps. O n— – 2.Other wattages and ballasts available. (Watts 1 Type) 1 Type) rr nn w Consult factory- INC 40LED = J V Y Fits vertical only. 5 ■ Fits optics horizontal type 5 only, LL, J 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561•Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.Com brookside-spec•Page 1 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561•Fax:(626)965-9494•www.ela-lighting.corn•info@ela-lighting.com brookside-spec •Page 2 O O —Z � r n m '�^ c �+' vJ U) J U) U W W Y U N O S E V LL Q ,J ■ ■ /ML ■ ■ /� CD = Ordering Matrix W,. Specifications and Elevated Scale W N Environmental Lighting for Architecture. Inc. Brookside - BRK Environmental Lighting for Architecture. Inc. Brookside - BRK > O M m a 6.Voltage Matrix#: 120* 268 240 277* 347 480 o Description: 120V 208V 240V 277V 347V 480V Specifications THESE PLANS ARE ISSUED FOR 3 '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. Forwall THE PURPOSE OF PRELIMINARY 7. Lens it ' and arm mounts,consult factory for installation. REVIEW AND ARE NOT INTENDED Z FOR CONSTRUCTION. ' Optics: For horizontal lamping,reflector units shall be hydroformed or segmented sharp cut-off optics. SpecularAlzak optical segments are rigidly WHEN ISSUED IN - G FINAL FORM THEY WILL BE .: II �" - mounted,which attaches to the housing as a one module.Reflectors are field rotatable in 90°increments. For vertical tamping,units shall 11 utilize borosillicate glass refractors with open ends. Fully rotatable an site. SEALED, SIGNED AND DATED. oI r 4 =!' Electrical Module:All electrical components are UL and CSA recognized,mounted on a single plate and factory prewired. Quick-disconnect plug for M the ballast module is standard with all ballast options. Reference pages 2 and 3 forlamp characteristics,ballast types,and voltage technical data. I --+. _ RESPONSIBLE ENGINEER: --- Matrix#: CG Clear Glass FG Frosted Glass OG Opal Glass DSCG Clear Glass DSFG Frosted Glass Lens:All glass panels to be 118"thick tempered glass and shipped separately with gasketing supplied.The Dark Skies lens options shall be tempered BROWN & GAY ENGINEERS, INC. w TEXAS REGISTERED ENGINEERING Description: CA Clear Acrylic FA Frosted Acrylic OA Opal AIto (Dark Skies) (Dark Skies) glass,factory installed.Notes: FIRM F-1046 0 1.All glass is tempered eat glass. CP Clear Polycarbonate FP Frosted Polycarbonate JASON A. FREY, P.E. Z FinishlColor: Finish is super TGIC thermoset polyester powder coat paint. ELA offers RAL color matches along with our standard color selection- TEXAS REGISTRATION NO. 88485 = 8. CdlOr Powder Coat Finish Hand-Applied Finish Custom and hand applied colors are available upon special request. 0 AUGUST 31, 2016 Matrix# Description Matrix# Description Matrix# Description I AG Augustine Green MG Malaga Green CH Cracked Hide Certification: Fixtures shall be listed for outdoor,wet location.UL1598.IP rating 65. 0 GY Architectural Grey MN Midnight LV Light Verde ! !CAUTION N 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 55 Sand Storm R Rust Contractor to Verify exact location a DB Dark Bronze SB Statuary Bronze V Verde & Depth of Exist Facilities Prior to HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. any Construction Activities Notes: HP Hammered Pewter W White Nconsult factory for custom colors- CAUTION `i p 48 OURS PRIOR 8 9. Options TO CONSTRUCTION 0 Elevated Scale 0 Notes: 1 Suggested Poles and Arms REVISIONS 1JSBU only. savallaWefor euorescent r REV NO. DATE DESCRIPTION 'amp only. IT for the Brookside Fixture 2)Test button location shall have visibility for PCR VR SBU TB PCB HSS o testing on site.Consult factory fel Photocell receptacle Vertical Glass placement location- Battery Backup Terminal Block Photocell Button Twist Lock by others Refractor House Side Shield Photocell Options: rn Photocell is available in 120 thru 480 volts. 0 Of Photocell receptacle only rids some cross 24 24 arms.Consul!factory.Specify when ordering. 0 22 22 m Fixture Ordering Example: N 20 20 is— 180 16 91�� 16 DRAWN BY: r BRK118/PT/H5/150PSMH/120/FG/CY 14 14 12 12 CHECKED BY: 0 10 10 8 8 DATE: 3. 1 2 3 4 5 6 7 8 9 Fixture 1 Size I Mounting I Optics I Ballast 1 Voltage ! Lens I Calor 1 Option 6 6 0 BRK 1 20 1 PT I H5 1 15OPSMH 1 120 1 FG 1 CY 1 - 4 4 PROJECT NUMBER: o Brookside 20 Post Top Horizontal 150 Watt 120 Volts Frosted Clay Y Fixture Type 5 Pulse Start Glass 2 o Metal Halide _ Sheet N O. Uj - Z0 rn Fixture Ordering Form; Fixture : $RK1181W8 BRK/18/PT BRK11$IPT BRK1181CA BRK/18/CA BRIU181PT BRK/1 LIGHTING DETAILS w 1 2 3 4 5 6 7 8 9 9 9 Arm : BR26 CR10A CR26B PM601 BR13 Z w Fixture I Size / Mounting / Optics I Lamp I Voltage 1 Lens 1 Color 1 Option I Option I Option Pole: P3041-8' P40146-10' P30250-14' P302013-16' U N Options : Z }0 1. BRK I I 1 1 1 1 1 I I 1 Q Z 0 j Note:Modifications to the Sure and additional pole heights are available. otS 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec•Page 3 17891 Arenth Ave.,City of Industry,CA 91746-(800)423-6561-Fax:(626)965-9494-www.ela-lighting.com-info@ela-lighting.twm brookside-spec •Page 4C13 Z 0 0Y� M01 INVOICE Star-Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 338585621 _ FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 9/2212016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 9/30/2016 Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33858562 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates: 9/21/2016-9/22/2016 Description Location . Col Depth Linage MU Rate Amount TOWN OF WESTLAKE ORDINANCE NO. 13580 1 34 34 LINE $6.13 $417.08 Misc Fee $10.00 Ja V AH, ' i Net Amount: $427.08 O C T 0 3 2016 ,ice`M d DEBORAH JEAN BAYLOR Notary Public,State of Texas My Commission Expires County of?arrant October 29, 2019 Before me,a NotaryPub(ic in andfor said Co u n ty and State, this day personally appeared ch"Ho[(and,Bids&LegalCoordinator for the Star-Telegram,pub(rshed by the Star-Telegram, Inc.at Fort'Wortk in Tarrant County,Texas:and who after being A�sworn, did depose andsay that the attached clipping of advertisement was published in the above named paper on the listed dates: BIDS&LBGALS DTPT Star-Telegram.(t S`l1BSCRIBTD AND SWORNTO BEFORE ME, TXIS DA}''OFSPPT 43,2016 Signed ZAAt NDTARYPuBLIC 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: 338585621 Invoice Amount: $427.08 PO Number: Amount Enclosed: $ TCS�VN tIE'V�IESTLA�E ..µ ORDNANCE NO 795 AN OTtDCANCE OE TkIE;TOS COUNCIL OF TM: TOM—Of Of WESTLAKI: 'MAS„APPROVING` i A PLANNED DEVELOPMENT bis- PO'R ON�OF P PLAN DtVFL- i OPMENT,DISTRICT 1, PLANNING AREA 2{PDI.-2),ESTABLISHED BY ORDINANCE 743 FOR THE.-PROP- ORTYNERALLY- LOCATED ON THE �TJ+SIDE OF HWY 214,, MORTf'OF5 � L�IdI� 1dARD, I A E E AOX',P sV# N A1V, E� i ,t� Cf�IR# ING"fit PE AtTY3CLAkiS Pttti�' INS A A 591 ,Ci Ak15E �SEE7iON5�.�nYpef�o 'it�biatti�E f o dinancttshait tie leo is yu y= A misdemeanor of nse a A nc!uprut' conIon`thereof shalt be,fined In to,exceed Two Thousand `Dkra each cepa- rate o, te baa; o #<e3rnifd on .:v�rhi� �,�i�tati�n:�� r t n• ASSE#2�AO: �Pit��t 2026: