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Home My WebLink AboutOrd 847 Amending Ordinance 795 and Approving Entrada Block I Planned Development Site Plan TOWN OF WESTLAKE ORDINANCE NO. 847 AN ORDINANCE OF THE TOWN OF WESTLAKE APPROVING AN AMENDMENT TO ORDINANCE 795, COMMONLY KNOWN AS ENTRADA BLOCK I, FOR AN APPROXIMATELY 1.022-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA; PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. 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 Development 1, Planning Area 2 (PD1-2), bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd." to the west, and State Highway 114 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS, because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 847 Page 1 of 5 Ordinance 703 establishing zoning regulations for PD1-2, now commonly known as Westlake Entrada; and WHEREAS, the Planning and Zoning Commission (Commission) recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit A on February 12, 2018, 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 February 26, 2018, 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 A 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. The PD Site Plan shown on attached Exhibit A 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. Ordinance 847 Page 2 of 5 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. 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) A minimum of fourteen (14) guest parking spaces shall be located in the motor court (Piedra Court) of Entrada Block I. At the time of the platting, said spaces shall be located wholly within a public parking easement. Said spaces shall be constructed by the homebuilder at the time of new home construction on the property. The maintenance of said spaces shall be the responsibility of the Entrada property owner's association. h) The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1) PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2) Construction drawings submitted along with an application for a building permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3) The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved replat prior to the issuance of any building permits for vertical construction. 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 Ordinance 847 Page 3 of 5 competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. 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 26th DAY OF FEBRUARY 2018. ATTEST: Laura Wheat, Mayor Kelly Edwards; Town Secretary homas E. Br er, own Manager � 4 .4 y' APPROV AS TO�FORM: Oy�N OF tv, M Stanton L wryTo Attorney tAS Ordinance 847 Page 4 of 5 EXHIBITS EXHIBIT A Entrada Block I PD Site Plan Ordinance 847 Page 5 of 5 0 0 79� O I N 00 O n O Z FE U W 0- M m J Q H Z W D W Y U O J M a 0 a Of z w PD SIT P AN PACKAG FORw Y Q J H W SHEET INDEX O No. Sheet Title S I' RX 2RX 3 - 1z C1 COVER SHEET 9 9 9 C2 KEY MAP C3 SITE PLAN CD C4 GENERAL NOTES Cb K I R® C5 PAVING PLAN .1 B 00 SID NTIA C6 s 0 PROPOSED DRAINAGE AREA MAP N Lfi C7 GRADING PLAN FEBRUARY 2018 C8 WATER PLAN Cg SANITARY SEWER PLAN C10 STORM AND DUCT BANK PLAN C11 EROSION CONTROL PLAN Ml TROPHY CLUB o o C12 LIGHTING PLAN w goo jCRE AO� 0 BOB JAMES Medlin MEAD a g�R�5N5�� CemeteryJ� Golf Course � a o �_ SVN �tOPHY G y FAllayq SEMINOLE Wx x o 114 9 vo� O�Gr FRESH MEADO`tI cos m N Q W z (7 V) \ \ GiN�RNESS xI W Y N' OWNER: Z I Q WESTLAKE n INVERNE JJP TRAVIS LLC N o 1845 RIVERIA LANE SOUTHLAKE, TX 76092 SITE KING CONTACT: CURT DUBOSE 0 114 O DEVELOPER: Q SOLgNq i PENTAVIA CUSTOM HOMES N 2210 COSTA DEL SOL DOVE ROAD WESTLAKE, TX 76262 `ATF BGE, Inc. U) 2595 Dallas Parkway, Suite 204 VICINITY MAP Frisco, TX 75034 (NOT TO SCALE) Tel: 972-464-4800 • www.bgeinc.com TBPE Registration No. F-1046 in N •M+�r..� Contact: Jason Frey Tel: 972-464-4821 Copyright 2017 0 o C W O V) ' THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED o FOR CONSTRUCTION. o WHEN ISSUED IN U m TOWN OF WESTLAKE FINAL FORM THEY WILL BE zo — 0 SEALED, SIGNED AND DATED. C6 3 VILLAGE CIRCLE TOWN OF WESTLAKE Lu SUITE 202 RESPONSIBLE ENGINEER: z WESTLAKE TEXAS 76262 TEXAS REGISTERED ENGINEERING APROVED Lu TEL: 817-430-0941 FIRM F-1046 > o JASON A. FREY, P.E. J TEXAS REGISTRATION NO. 88485 TITLE C'5 N FEBRUARY 05, 2018 Z o 2 DATE ry"I and Ord 847 TROPHY CLUB o o CRE�'� G�iQ U BOB JAMES Medlin MEg00 OEP�S�SE( Cemetery Golf Z Y Course � J o uN Y FAl SEMINOLE -� _ ROP 2�i �P 11, )- wx x o 114 9 GO° 'Opi U. FRESH MCADE* m¢ m N Q SS a X �NVERNEY z m i J BGE, Inc. WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � 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 2017 D a SOLANA 0 DOVE ROAD BUSH ARCHITECTS, LLC a 1800 VALLEY VIEW LANE, SUITE 170 FARMERS BRANCH, TX 75234 sT�rFywvVICINITY MAP Contact: Ralph Bush 44 (NOT TO SCALE) Tel: 972-333-9455 / p0 Rlgq o DEVELOPER PENTAVIA CUSTOM HOMES _ 2210 COSTA DEL SOL / P PRPGON \ \� STq hil 114 WESTLAKE, TX 76262 44 C 0LLI U) DRILL \ Q Q z / \ZONE \ srgr JZ OU iARRAGONq / \ Fy Horizontal Scale: N.T.S. z a_ W Ll u M I I \ '' w z Q U Z o CN w I ' I O 0 LU Z PR \\ ��SS \ Q N e �� \ \�O U v! �^ w I- 0 LL Cr Z \ \ o \ w \ \\ \ \ J \ \ _ THESE PLANS ARE ISSUED FOR O THE PURPOSE OF PRELIMINARY \\�\ \ — \ \ \�� " ' REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. Q \\ g\ // / \ \ \ WHEN ISSUED IN a \ y \ FINAL FORM THEY WILL BE F \ \\ \ \ f0 N E / \ \ SEALED, SIGNED AND DATED. N \ i RESPONSIBLE ENGINEER: BGE, INC. —U / 1 1 \ TEXAS REGISTERED ENGINEERING \ FIRM F-1046 JASON A. FREY, P.E. N I I 9 °� D F��Foc—/ TEXAS REGISTRATION NO. 88485 FEBRUARY 05, 2018 C1 I Z `9N /II �UG \1 II S — —UGC \ \g\ CAUTION —UGC ` \\\ � Contractor to Verify exact location C OF\\\ SS UG� \° & Dep of Exist Facilities Prior to \\ / \ \ cny Construction Activities 0 g \ II r-FOC�FO \\ CAUTIONCONTACT: 1— III 48 HOURS PRIOR 8TO CONSTRUCTION \\ \ REVISIONS Of REV N0. DATE DESCRIPTION SITE \ N C N LEGEND V) f ® \ DRAWN BY: 0 wI \\\\ I Y \ \ \\ � \ A BLOCK NAME CHECKED BY: \ \\ vG DATE: PROJECT NUMBER: o \ \\\ \ T \�c \� \ Sheet No. N GRANADA \ \°° \\ \ \ \ KEY MAP I \0 \ - C2Z a CD __------, ------------- _jTR 0 P H Y CLUB w r y�xR� CRE�'��G�� 0 BOB JAMES Medlin MEgpO f Uj CemYeCter l EXIST Course Al, SEMINOr aJ =FH OoV( Y w= = o a 0 114 9 Goo O�Gr FRESH MEADO N w a z N -- WESTLAKE ENTRADA s�� %NVE'Ness a X I w ---- REPLAT OF BLOCK B BGE, Inc. I N ST.# ---------- i J P.R.T.C.T. WESTLAKE �� 2595 Dallas Parkway, Suite 204 � n INV � y� ZONING: PD1 -2 N,, o Frisco, TX 75034 LAND USE: RESIDENTIAL Cn Tel: 972-464-4800 • www.bgeinc.com TBPE Registration No. F-1046 BLOCK J SITE "'"G Contact: Jason Frey WESTLAKE ENTRADA aO 114 Tel: 972-464-4821& Copyright 2017 HOKEY LAND HOLDINGS, L.P. EXIST INST. NO. D216168843 SIGHT W�K 8 a SOLA"A D.R.T.C.T. 79.8' MEDIAN OPENI TRIANGLE DOVE ROAD o l�9 c, _ ATF BUSH ARCHITECTS, LLC '%0 U) 1800 VALLEY VIEW LANE, SUITE 170 FARMERS BRANCH, TX 75234 30' MEDIAN / VICINITY MAP Contact: Ralph Bush SHEPHERDS WALL °�° ° _ _ PENING / (NOT TO SCALE) Tel: 972-333-9455 ° SHEPHERDS WALL ° ° A> ° J >>33, �o ` d EXISTING TRI-COUNTY OVERALL LEGEND T 1 ° ��0 ° ° CABINET AND PULL BOX BLOCK E ° � L51 � o, F� PROPOSED FIRE HYDRANT 6' AccEss & L � 8, N L54 __j �� / DEVELOPER SSMH PROPOSED SANITARY PENTAVIA CUSTOM HOMES EXIST \ O MAINTENANCE .L46 BLOCK I ,° LOT 9 n ° C22 / MANHOLE Cj • '"r��'� ' 2210 COSTA DEL SOL ESMT 2,182 SF ' cn L57 �� 24' PROPOSED STORM INLET FH � ,-�,/� < �° BLOCK I � LOT 10, � \ S WESTLAKE, TX 76262 A LOT 7 / LOT 11 PROPOSED STREET LIGHT �3 L47 1,102 SF BLOCK D N BLOCK I L45 / 1,197 SF CO BLOCK I R�O� R3�, EXISTING TRI-COUNTY L42 1,946 SF L27 k 1,331 SFC 0� PULL BOX ° // �o L39 LOT 6 P / � B56j" l ko 24 \' SSMH ® EXISTING TRANSFORMER CIV Q SHEPHERDS WALL � BLOCK I �� • 1 �' LS PROPOSED LANDSCAPE 1,102 SF ® IL26 \ \ \� �� Horizontal Scale: 1" = 20 �� EXISTING STREET LIGHT J 0 LU SLOT 5S �� 1 L61 �� B CK I� h6�/ co �a. / 0' 20' 40' � EXISTING GAS METER > ° ° 0� �' � Z J� L36 � 11,197 SF �� SSMH N ® ®L59 L60 ❑E EXISTING ELECTRIC MANHOLE Q Z 7 � \ J/ `�r� ti9 • ® C6 EXISTING SIGN J Z z U) 0 EXISTING DUCT BANK PULL BOX L33 LOT 4, i �$ \ FH Z 0- WUj W SHEPHERDS WALL ° BLOCK I Lot 2R1 , Block 1 EXISTING FIRE HYDRANT LU Q U Z 1,094 SF < LOT 1XR, Z Q Q Westlake/Southlake Park Addition No. 1 - 0 ° BLOCK I INST. NO. D209080990 ® EXISTING WATER METER U) W - � W CV Q VARIABLE P.R.T.C.T. PROPOSED SSWR CLEANOUT Lu U W o EXISTING DUCT BANK PULL BOX titi�� C�� • S PUIBLIC EXISTING SSWR CLEANOUT DTH 0 L.L LU ° \ � = U N \\ \\ ° S� S' ACCESS & NOTES: J - Q MAGUIRE PARTNERS-SOLANA LAND, L.P. Z <�S LOT 3' 69, UTILITY ESMT 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS N ° BLO SF / �„ • VOL. 16858, PG. 176 EXISTING FOR THIS PLAN SET 0 (.� ��^^ W _j ° EXISTING TRI-COUNTY SSMH D.R.T.C.T. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS VJ m Co PULL BOX�� ° L31 _ / O Z • 6j ZONING: PD1 -1 OTHERWISE NOTED (n J U W W s ° ° ° p C, �'� L68 LAND USE: COMMERCIAL 3. ALL UNITS TO HAVE GARAGES O U O LL ° a ��ao�O BM1 - "❑" Cut found on top of curb at the south median nose approximately Q J 0 `` \ L29 �A L70 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Z L14� W LOT 12, Elev. 668.963 ° L17 C1 ,�� BLOCK I 2335 BM2 - "❑" Cut found on top of curb in the west tum lane median at the ° ° s �h L13 ° 1,888 SF �C6S ® intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the 0 8.5 ACCESS & �, /,5 \ centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on mi MAINTENANCE ° L16 / L64 southwest corner of intersection. THESE PLANS ARE ISSUED FOR EXISTING PUBLIC ACCESS AND ESMT\ ° a Elev. 667.93 THE PURPOSE OF PRELIMINARY W UTILITY EASEMENT,,,,, VARIABLE ° ° ° LT 13 0 J I " " REVIEW AND ARE NOT INTENDED � O ° TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Davis FOR CONSTRUCTION. U) �� WIDTH UTILITY ° L8 BLOCK I Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN Q EXIST ,` a ESMT (MIN 10 ° ° �°� 1,210 SF I FINAL FORM THEY WILL BE w FH\ O SHEPHERDS WALL ° �'A� �) I TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. SEALED, SIGNED AND DATED. "01 22.83' ° ° 22.83' Elev. 679.58 RESPONSIBLE ENGINEER: LINE TABLE LINE TABLE LINE TABLE °° °C' ° BLOCK LOT 91 N BGE, INC. F� ° Co _j TEXAS REGISTERED ENGINEERING � ° L5 2,725 SF I LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING JASOFIRM N A.F-10 6P.E. N O \` LOT 2XR, J ° ° CURVE TABLE ° L1 28.815 S43° 28' 17.09"W L25 27.333 N15° 04' 30.00"E L49 9.587 N14° 55' 30.00"W TEXAS REGISTRATION N0. 88485 ` �' ^'"o ' CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD FEBRUARY 05, 2018 Q_ ° SHEPHERDS WALL ° L2 54.152 SO* 32' 55.48"E L26 85.667 S74° 55' 30.01"E L50 11.333 S15° 04' 30.00"W 0 ° ° C1 6.00' 93°16'56" 9.77' S 88°26'02" W, 8.72' ° L3 35.500 S41° 47' 34.38"W L27 2.261 S74° 55' 29.23"E L51 0.417 N74° 55' 30.00"W !!CAUTION 2 ° a - J° C2 1463.00' 7°46'38" 198.59' N 49°04'54" W, 198.43' , \ \ - a ° L4 20.333 S41 47' 34.36"W L28 88.261 S45° 04' 30.00"W L52 42.667 S15 04' 30.00"W Contractor to Verify exact location o A ° , ° ° & Depth of Exist Facilities Prior to ° ° C3 577.00' 1°33'33" 15.70' N 52'16'29" W, 15.70' an Construction Activities j ' ° , \ / L5 2.000 N48° 12' 25.64"W L29 3.938 N7° 44' 29.54"E L53 42.667 S15° 04' 30.00"W Y o ° C471.61 61° " ' S 75°54'45" W 7337' 37'39 77.02 , . CAUTION \ ° ' L6 9.030 S41' 47' 27.19"W L30 39.278 N44° 55' 30.00"W L54 0.417 S74° 55' 30.00"E EXISTING ELECTRICAL MANHOLES C5 9.50' 109°44'04" 18.19' N 50°03'28" W, 15.54' L7 9.485 N48° 12' 25.64"W L31 0.589 N89° 55' 30.00"W L55 11.333 S15° 04' 30.00"W CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION o \ \ ° C6 1.33 124°25'17" 2.90' S 66°20'17" E, 2.36' L8 0.651 S81° 35' 54.42"W L32 42.250 N45° 02 16.83"W L56 11.333 S15° 04 30.00"W ° �� EXISTING SWITCHGEAR TO BE D \ \ SCREENED PER DESIGN C7 9.32' 95°51'42" 15.60' N 03°33'03" E, 13.84' L9 16.325 S41° 47' 34.36"W L33 1.333 N45° 04' 30.00"E L57 0.417 N74° 55' 30.00"W REVISIONS � GUIDELINES AND APPROVED REV NO. DATE DESCRIPTION \ LANDSCAPE PLANS` ° L10 24.843 S20° 37' 19.44"W L34 11.333 N44° 55' 30.00"W L58 42.667 S15° 04' 30.00"W \ \ L11 44.657 S41° 47' 34.36"W L35 11.333 S44° 55' 30.00"E L59 0.179 S74° 55' 30.00"E \ \ \ SHEPHERDS WALL L12 6.877 N48° 12' 25.70"W L36 0.417 N45° 04' 30.00"E L60 6.390 N51° 27' 04.94"E \ ° L13 3.259 S45° 04' 30.00"W L37 42.667 S44° 55' 30.00"E L61 7.333 N38° 32' 55.06"W U ° \ \ EXISTING PUBLIC ACCESS AND 'J L14 1.917 S44° 55' 30.00"E L38 42.667 S44° 55' 30.00"E L62 48.000 N51° 27' 04.94"E \ UTILITY EASEMENT ° L15 10.000 S45° 04' 30.00"W L39 0.417 S45° 04' 30.00"W L63 7.333 S38° 32' 55.06"E \ IV) L16 3.732 S45° 04' 30.00"W L40 11.333 S44° 55' 30.00"E L64 23.346 S89° 27' 04.51"W DRAWN BY: ° \ REQUIRED PARKING L17 1.333 N44° 55' 30.00"W L41 42.667 N44° 55' 30.00"W L65 21.096 N48° 12' 25.64"W wl O BLDG Use Parking Required L18 32.626 N53° 03' 15.19"W L42 0.417 S45° 04' 30.00"W L66 13.000 N41° 47' 34.36"E CHECKED BY: Y \ Townhome (Various Types) Townhome 12(2 each) L19 110.885 N45' 04' 30.00"E L43 11.333 N44° 55' 30.00"W L67 22.833 S48° 12' 25.64"E ° \ \ Total Required: 24 L20 74.717 N74° 55' 30.00"W L44 8.237 N14° 55' 30.00"W L68 0.455 S41° 47' 34.36"W DATE: i Parking Provided: 39 $ \ \ L21 7.000 N15° 04' 30.00"E L45 5.000 N75° 04' 30.00"E L69 2.250 S47° 03' 54.59"E PROJECT NUMBER: \ L22 12.463 N74° 55' 30.00"W L46 10.000 N14° 55' 30.00"W L70 0.651 S81° 35' 54.42"W \ \ L23 19.667 N15° 04' 30.00"E L47 5.000 S75° 04' 30.00"W Sheet No. 0 \ \ L24 11.500 S74° 55' 30.00"E L48 10.199 N14° 55' 30.00"W SITE PLAN \ DEVELOPER OWNER SURVEYOR/ENGINEER w \ BGE, Inc. PENTAVIA CUSTOM HOMES JJP TRAVIS LLC 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 2210 COSTA DEL SOL 1845 RIVERIA LANE Tel: 972-464-4800 0 www.bgeinc.com SOUTHLAKE, TEXAS 76092 TBPE Registration No. F-1046 C3 Z °o WESTLAKE, TEXAS 76262 g - o CONTACT: CURT DUBOSE Copyright 2016 GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 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 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. MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR 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. APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. BGE, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING k P Dallas Parkway,UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. y, Suite 204 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. 2595 Da 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 75034 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. Tel: 972-464-4800 •Frisco, TX 75034 www.bgeinc.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 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 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. Copyright 2017 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. WATER NOTES: CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS APPROVALS BEFORE CONSTRUCTION BEGINS. DURING CONSTRUCTION. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST BUSH ARCHITECTS LLC TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE DUCTILE IRON FITTINGS ONLY. 1800 VALLEY VIEW LANE, SUITE 170 CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL FARMERS BRANCH, TX 75234 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 Contact: Ralph Bush 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE CONSTRUCTION. ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. Tel: 972-333-9455 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 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 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 36". FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). DEVELOPER 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. PENTAVIA CUSTOM HOMES 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING RESPONSIBILITY OF THE CONTRACTOR. 2210 COSTA DEL SOL ALL CONSTRUCTION PHASES. WESTLAKE, TX 76262 9. ALL DOMESTIC WATER SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE. 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. W COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED IN PAVEMENT PER TOWN OF WESTLAKE METER BOX DETAILS FOR IN-PAVEMENT X ADJUSTMENTS AND / OR RELOCATIONS. METER BOXES. J Q Lu 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. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING. J U) I- 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGESz 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 Q7 Z) INSPECTOR. OVERALL LEGEND z w z w �U 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. w E I- 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. FHS PROPOSED FIRE HYDRANT Q Lij z 0 Q Q EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH - O w THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. (n (n - U) N APPROVAL OF THE PROJECT. SSMH PROPOSED SANITARY W w N Q 0 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. MANHOLE () w 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, PROPOSED STORM INLET - Ur W DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS to THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. J Y N SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN PROPOSED STREET LIGHT z Q 0 0 TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO SANITARY SEWER NOTES: U W J EXCAVATION. O CO � �^ m � N � EXISTING TRANSFORMER Ld 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CQ 0 Z ( , L J W RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. CONSTRUCTION. �-Q EXISTING STREET LIGHT � J 0 v \W 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, U m U O 5 ILL 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS G EXISTING GAS METER 3 AND ALL UTILITIES CROSSING THE STORM SEWER. LATEST EDITION. _ J 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 3. ALL RESIDENTIAL CLEANOUTS WILL BE BASS & HAYS 404 CLEANOUT OR APPROVED EQUAL. Q EXISTING ELECTRIC MANHOLE W z Y THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. Q p 0 4. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. 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 5. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. FH U) FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. EXISTING FIRE HYDRANT z 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 6. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. 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 7, THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY Li SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED Li FOR CONSTRUCTION. 8. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. WHEN ISSUED IN 1-1 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". FINAL FORM THEY WILL BE a 9. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. SEALED, SIGNED AND DATED. Li 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER'. 0 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. 10. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(13)). REFER TO MANHOLE DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING BGE, INC. 11. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. TEXAS REGISTERED ENGINEERING N CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS FIRM F-1046 1-800-344-8377 12. NO SERVICES ALLOWED ON CLEANOUT STACK. JASON A. FREY, P.E. N TEXAS REGISTRATION NO. 88485 0 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS 13. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE FEBRUARY 05, 2018 a REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. o AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO ' i CAUTION 11 THE CONSTRUCTION CONTRACT. 14. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. Contractor to Verify exact location C 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to j BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 15. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT any Construction Activities DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 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 0 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. CAUTION 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: -Boo-DIG-TEss LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 16. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOURS PRIOR TO CONSTRUCTION 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). N 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 N0. DATE DESCRIPTION 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. N 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 SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. U O N 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. 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 N 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: Li 1 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 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 0 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: he 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL co MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. O FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL 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 w 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. N 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. z i 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �� U� z 2 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS153490R3 PREPARED BY EWI O ui a- AND DATED FEBRUARY, 2016 CD TROPHY CLUB o o CRE'� GiO 0:BOB JAMES y� Medlin MEg00 �n SEA CemeterY Golf Z Y Course Cx J 0 uN Y Al SEMINOLE -n v"= 17,�q y '''x o i F�9 O fin, 'ffGF FRESH W mcg x o N BLOCK B 114 00� r MEADO Z WESTLAKE ENTRADA s�� INVERNESS a X i Q z i BGE, Inc. 0 WESTLAKE = 2595 Dallas Parkway, Suite 204 n INVERNE � ��, o Frisco, TX 75034 BLOCK J Cn Tel: 972-464-4800 • www.bgeinc.com K/NG TBPE Registration No. F-1046 WESTLAKE ENTRADA SITE Contact: Jason Frey Tel: 972-464-4821 0 114 Copyright 2017 L a SOLANA Os� X 79.8' MEDIAN OPENING DOVE ROAD COf? cyT� � °a N BUSH ARCHITECTS, LLC �(� "`° a1800 VALLEY VIEW LANE, SUITE 170 v U) FARMERS BRANCH, TX 75234 EX 30' MEDIAN / VICINITY MAP Contact: Ralph Bush (NOT TO SCALE) Tel: 972-333-9455 a TES STA 3+56.20, 24.50'RT REMOVE 62 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT LOT 15X L a a OVERALL LEGEND a ° LST 8, ° ° ° / FH DEVELOPER O \ \ BLOCK I a LOT 9, _ PROPOSED FIRE HYDRANT PENTAVIA CUSTOM HOMES LOT 7 BLOCK D LOT 10, ° 241° s �� / COR TES SSMH 2210 COSTA DEL SOL • PROPOSED SANITARY WESTLAKE, TX 76262 BLOCK I LOT 11, T d ° STA 3+89.63, 24.50' RT MANHOLE BOCK D ° � BLOCK I J °° ° R34' J J ° PROPOSED STORM INLET � d � LOT 6, / �` J° ° �� ° �—� PROPOSED STREET LIGHT BLOCK 11 \ // ° ° Q d, J / / ° �� ;J d � EXISTING TRANSFORMER X ° ° ' °° d° I 9J° ° J ° ° d 0 ° 0 10 20 40 J Q W LS PROPOSED LANDSCAPE I— LOT 5, \ d a /J ° J ° SCALE: 1" 20' OEXISTING STREET LIGHTB OAK ° / d ) O/ I-_°° d° ° ° / ° d /°J ° J z(vO m \ ° ° ❑E EXISTING GAS METER Q A ° d UQ~ 7 � w/Jd J d d 0- WZ L0 I a ° d ° d EXISTING ELECTRIC MANHOLE z W ��p Lot 2R1 , Block 1 EXISTING SIGN Wz ° ° ° LCT1 � J ° ° Q CoQ ° ° d ° BLOCK a Westlake/Southlake Park Addition No. 1 O wJ J EXISTING FIRE HYDRANT ( ° d d1 INST. NO. D209080990 AZV` WWW P.R.T.C.T.d dAh d L 0 ° ° ° , 0 d d NOTES: �UW J = _ 0� � d 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS °71 L IT ° —° d ° MAGUIRE PARTNERS—SOLANA LAND, L.P. J d J ° ° EXISTING FOR THIS PLAN SET BLOCK 1J 0 ; ° ,YQ VOL. 16858, PG. 176 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS 0 E ° ° ° /J ° =/ ° � d / III ° \ � ° D.R.T.C.T. OTHERWISE NOTED U ° �/\ m z A- ° 3. ALL UNITS TO HAVE GARAGES U) U m W Co a d ° ZONING: PD1 -1 °' Jd� a d LAND USE: COMMERCIAL O O LL N ° \ ° J O°d J d J a 30.3' J W L LOT 12, ° °° W BLOCK 1 / ° > Q O j ° d °d KK4 / J , / J o THESE PLANS ARE ISSUED FOR M I ° ° d ° ° THE PURPOSE OF PRELIMINARY S: ° LOT 13 — — — I REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. Q a d J ° ° BLOCK I / I WHEN ISSUED IN ° s a a FINAL FORM THEY WILL BE F C SEALED, SIGNED AND DATED. C \ ° J 4 LOT 14, RESPONSIBLE ENGINEER: ° \ ° a BLOCK D BGE, INC. C \ ° a J TEXAS REGISTERED ENGINEERING v \ \ FIRM F-1046 FREY, JASON A. FREYP.E. - O ° LOT 2XR, J TEXAS REGISTRATION NO. 88485 In ` \ BLOCK I ° FEBRUARY 05, 2018 \ ° ° ° ° ° J ° i i CAUTION U i � NOTES: Contractor to Verifyexact location C� d /J ° ° 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS & Depth of Exist Fcilities Prior to 01 I EXISTING FOR THIS PLAN SET any Construction Activities C \ ° ° ° ° / 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS S �� ° ° OTHERWISE NOTED CAUTION CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION — ° BM1 "❑" Cut found on top of curb at the south median nose approximately N 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. \ Elev. 668.963' REVISIONS REV NO. DATE DESCRIPTION I \ o � °° 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 N C d centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on ° southwest corner of intersection. \ ° Elev. 667.93' 'J TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis C \ ` Blvd. and Dove Road. Elev. 668.96 I \ of \ I TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. DRAWN BY: Elev. 679.58 Ld v`` ° \ CHECKED BY: Y D PAVEMENT LEGEND DATE: C (SEE GEOTECHNICAL REPORT) �; \ \ PROJECT NUMBER: CONCRETE PAVERS ABOVE 3/4" OF SAND C o AND 5.5" 3,600 PSI CONCRETE W/ #3 M BARS ON 18" O.C.E.W. ON 6" OF Sheet No. (n LIME/CEMET \ SUBGRADE NSEEREATED ARCH PLANS STABILIZED FOR PAVING PLAN U w PAVERS TYPE AND LOCATION I o PROPOSED SIDEWALK 4" 3,500 PSI CONC. Z ° ' PAVEMENT W/ #3 BARS ® 24" O.C.E.W. 5 U ' Z ami C 0 Ll.i � CD QF TROPHY CLUB J o \ 1 I BLOCK B54° DA / / / / y�.R� M o� BOB JAMES WESTLAKE ENTRA Medlin Eq0 �n Cemetery Golf Z / / 0EP SES pxJ� Course o "V, HY 2 FAlldy SEMINOLE TROP I / \ C� V/ �'9 �Q � _j gGY _ _ �o F FRESH MCAD O N w¢ z N 114 ss I L,J B L 0 a X K J I s�� NVERNE WESTLAK NTRADA _ / / �z°mom I Q BGE, Inc. \ WESTLAKEINVERNE 2595 Dallas Parkway, Suite 204 o Frisco, TX 75034 \ U) Tel: 972-464-4800 • www.bgeinc.com \ 1 TBPE Registration No. F-1046 "'"� Contact: Jason FreS-3 SITS y 6'16Tel: 972-464-4821 \ � I a 114 .27 3.0 0 Copyright 2017 0 OS- 1 D So ��I 0 I \ LANAa V \ � 0.17 1 .8 �► \ \ �p� DOVE ROAD Olt, 1800 VALLEY VIEW LANE, SUITE 170 \ \ A3 �, ;9 � � FARMERS BRANCH, TX 75234 \�� VICINITY MAP Contact: Ralph Bush � - \ T 15X \ 0.16 1 .7 \ LOT ° O�� \ (NOT TO SCALE) Tel: 972-333-9455 \ � BLOCK E BLOCK I � Q0LOT ® � (�O \ -71 \ BLOCK 9 I \ V LOT 7, a �� ° - 638 BLOCK I � LOT 11, i DEVELOPER BLOCK I \ \ LOT 10, PENTAVIA CUSTOM HOMES \ \ / LOT B' 1 f- BLOCK 1 \ 2210 COSTA DEL SOL V ° BLOCK I ,� �- WESTLAKE, TX 76262 650 OS-2 _ / < l LOT 5, � i �� 1 .05 4.2 _ BLOCK I . \ �� ---- - (n w - p LOT 4, \ BLOCK I ,��\ A2 0 10 20 4o J ,► t Q Q > 0.58 6.4 _ j� SCALE: 1" = 20' � 7 � z LOT 1XR, _ r Q QZ D BLOCK l J Z (n O / _ - _ Z a W LLI U low w LOT 3, � a BLOCK I Lu U W p Q o ° / O Ir- 0 ` W � 2 / / - Z04 Q °° 0 U U� W _j p z C� m (n 04 cn J U w w o ° ° a ° a O LL O J n / J / � Z 3 s � ,J a aJ ° LOT 12, \ BL K LOT � W > O Y 2XR, ° Q m \ BLOCK I ° °° LOT 13, BLOCK l \ d a ° ` I I THESE PLANS ARE ISSUED FOR _ I THE PURPOSE OF PRELIMINARY 0 REVIEW AND ARE NOT INTENDED \ \ ° FOR CONSTRUCTION. \ \ Al _ Z J WHEN ISSUED IN FINAL FORM THEY WILL BE a \ \ \ 0.29 2.5 d ° J LOT 14, ` -644 I '� / I SEALED, SIGNED AND DATED. a BLOCK a RESPONSIBLE ENGINEER: BGE, INC. TEXAS REGISTERED ENGINEERING NOTES: FIRM F-1046 ° Lot 2R1 , Block 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS JASON A. FREY, P.E. We lake/Southlake Park Additionl No. 11 EXISTING FOR THIS PLAN SET TEXAS REGISTRATION NO. 88485 o \ a / \ FEBRUARY 05, 2018 _j ° a a , 1 ST. NO. D20908Q�'90 a ° /a _ „ P.R.T.C.T. I 1 I CAUTION BM1 ❑„ Cut found on top of curb at the south median nose approximately 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Contractor to Verify exact location ° ° MAGUIRE PARTNERS-SOLA- A L 1N D, L. I v 0 \ ' \ �/, Elev. 668.963' & Depth of Exist Facilities Prior to y'V an Construction Activities S \ \ \ a \ VOL. 16858, PG 176 BM2 - "❑" Cut found on top of curb in the west turn lane median at the CAUTION Q \ \ D.R.T.C.T. Y a 1 1 intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the PP Y CONTACT: 1-800-DIG-TESS r1l ZONING: PD1 -1 I I centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on 48 HOURS PRIOR TO CONSTRUCTION 0 647 southwest corner of intersection. N \ \ \ ° \ \ LA1d� �E\COMMERCIAL AL 1 % REVISIONS \ J \ Elev. 667.93 � \ \ \ - „ REV NO. DATE DESCRIPTION I \ �� \ \ I 1 TBM1 ❑ Cut in median nose located ^� 700 feet southeast of intersection of Davis c \ \ \ \ ° J a \ \ 646 I Blvd. and Dove Road. Elev. 668.96 TBM2 ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 I O O \ \ N 0 LEGEND of \ \ DRAINAGE AREA BOUNDARY DRAWN BY: w \ \ \ \ EXISTING CONTOUR LINE CHECKED BY: 650 PROPOSED CONTOUR LINE DATE: \ - - PROPOSED SANITARY SEWER �; \ \ \ PROJECT NUMBER: U Table 1: Drainage Areas rP " -DRAINAGE AREA NUMBER Sheet No. 00 Area Area Area Coeff Time of 5 YR 5 YR 10 YR 10 YR 25 YR 25 YR 50 YR 50 YR 100 YR 100 YR 3.51 32.5 100-YR RUNOFF IN C.F.S. PROPOSED Of Designation (sq ft) (Acres) C Asphalt/Cone. Commercial Single Family Grass Concentration Intensity FLOW Intensity FLOW Intensity FLOW Intensity FLOW INTENSITY FLOW I 0.95 0.7 0.65 0.35 Tc (in/hr) (CFS) (in/hr) (CFS) (in/hr) (CFS) (in/hr) (CFS) (IN/HR) (CFS) 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 19 1 DRAINAGE AREA IN ACRES DRAINAGE ARE A At 12,489 0.29 0.77 0.200 0.087 10 6.82 1.5 7.99 1.8 9.20 2.0 10.53 2.3 11.55 2.5 z A2 25,276 0.58 0.95 0.580 10 6.82 3.8 7.99 4.4 9.20 5.1 10.53 5.8 11.55 6.4 ♦ DRAINAGE FLOW DIRECTION M A P A3 6,764 0.16 0.95 0.155 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 1.7 OS-1 7,259 0.17 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 o STORM DRAIN INLET C 6 ? ; OS-2 45,658 1.05 0.35 1.048 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 4.2 o �� OS-3 11,770 0.27 0.95 0.270 10 6.82 1.0 7.99 1.2 9.20 1.4 10.53 1.6 11.55 3.0 SHEET C6 OF C12 mo Ord 847 TROPHY CLUBN o w r Cemetery � "BOB JAMES Medlin MEA00 �n Cem Y Golf Z Y - \ Course r SEMINOLE o �� _ w= = o 114 F�9 Goo ycu FRES�MEADOERNESS as m IN e W BLOCK B // / // w G INV Y \ 1 WESTLAKE ENTRADA / // / `�z"m� I Q z J BGE, Inc. I r 2595 Dallas Parkway, Suite 204 WESTLAKE INVERNE ��, o Frisco, TX 75034 / Cn Tel: 972-464-4800 • www.bgeinc.com BLO�K J -- TBPE Registration No. F-1046 WESTLAKE ENTRADA / SITS K/�cy Contact: Jason Fre \ 114 Tel: 972-464-4821 \ o 0 Copyright 2017 \ D \ a SOLANA I r �6 DOVE ROAD C11 J 0 BUSH ARCHITECTS, LLC °a 52`2 1800 VALLEY VIEW LANE SUITE 170 V) FARMERS BRANCH, TX 75234 VICINITY MAP Contact: Ralph Bush \ ° (NOT TO SCALE) Tel: 972-333-9455 i TC639.20 \ � MATCH a TC637.42C ° EXISTING T 15X / \ MATCH BLOCK E ° ° \ EXISTING \ �� \ ° DEVELOPER / LOT 8, \ j ° \ ° ° BLOCK I r; PENTAVIA CUSTOM HOMES \ \ LOT 9' \ \ 2210 COSTA DEL SOL \ \ J \ LOT 7 ° _646.00 BLOCK I LOT 10, \ / FFE �\ FFE_646.00 BLOCK I LOT 11, WESTLAKE, TX 76262\ BLOCK I BLOCK I - FFE=646.00 -jFFE=649.00 /\ FFE=645.00 \ / LOT 6, \ FFE=646.901 \ °/��\ U) \ 650 / I BLOCK I / \ / FFE=645.66� , N / _ Q Q FFC/647.00 / 1 _ d , \ / \ FFE=649.00 �� FFE=645.66 / W 0 10 20 40 LOT 5 / �� ,� FFE_645.66 BLOCK ��Dc \ SCALE: 1" = 20' J v, L.L Z ® FFE=648.00 / z z FFE=649.00 94% Q / LOT 4, FFE=648.66 \ \ \ _ z 1121— BLOCK W LL, U _ W BLOCK I _- -_-- -— — ------ - / FFE=650.00 \ LOT 1 114% _ Lot 2R1�B1�Ek–fi _ Q z (� Q �� – West Iake/Southt�ke Park Addition No. 1 — — W Q - ° BLOCK I INST. NO. D209080990 W Cn N / j '�� — P.R -- LLI U W o FFE_649.00 tX 411 )0 (D ° ° LOT 3, MAGUIRE PARTNERS SOLAN,��ND, L.P. — Z Q N / O BLOCK o VOL.--1-68-a8,PG. 176 OUB ° FFE=650 .00 / D.R.T.C.T. O z V J m / / ZONING: PD�� J W O U W N , � LAND UOMMERCIXL-------FFE646.17 °. / m O LL tX IA ° / Z> LOT 12, � / / �� W W BLOCK I \\ Q FFE=646.50 � 6� 14 4 / FFE=66.14 ° ° ° 'J ° ° / \ / THESE PLANS ARE ISSUED FOR -\ A FFE=646.17 THE PURPOSE OF PRELIMINARY o ° ° A REVIEW AND ARE NOT INTENDED ° LOT 13, FOR CONSTRUCTION. z (BLOCK I / WHEN ISSUED IN a � FFE=646.50 I I / FINAL FORM THEY WILL BE w ° I SEALED, SIGNED AND DATED. ° °°J LOT 14, RESPONSIBLE ENGINEER: N \ BGE, INC. ° ° / BLOCK -644 I TEXAS REGISTERED ENGINEERING FFE=646.00 FFE=646.50 FIRM F-1046JASON A. FREY, P.E. N \ O ° LOT 2X6, J / I I TEXAS REGISTRATION NO. 88485 o ° ° BLOCK I FEBRUARY 05, 2018 ° a ° o \ ° ° ° ° ° ° IA UTON ° J° \ N \ ° a -j °° Contractor to Verify exact location C \ ° ° ° ' & Depth of Exist Facilities Prior to I NOTE. any Construction Activities � \ ° ° ° ° ° ° ° \ ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS g \� ° 4< ° EXISTING FOR THIS PLAN SET. CAUTION \ \ ° a I CONTACT: 1-800—DIG—TESS o O a rj ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 48 HOURS PRIOR TO CONSTRUCTION \ �� \ \ TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis REVISIONS \ \ \ \ \ Blvd. and Dove Road. Elev. 668.96 REV NO. DATE DESCRIPTION \ \ \ \ TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 \ \ \ \ IL TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 N DRAWN BY: 0 0 Ld \ \ CHECKED BY: 0 \ \ \ \ DATE: ° \ \ \ \ \ LEGEND FH PROJECT NUMBER:\ \ \ PROPOSED FIRE HYDRANT U \ \ \ \ \ Sheet No. o \ \ \ \ SSMH PROPOSED SANITARY Of \ \ \ \ \ • MANHOLE GRADING PLAN \ \ \\ w \ PROPOSED STORM INLET 650 — - EXISTING CONTOUR LINE Q �j \ \ \ \\ 650 PROPOSED CONTOUR LINE N \� C7 0 z , LLi C � D \ \ \ \ SHEET C7 OF C12 mo Ord 847 ---- -- ---------- � G TROPHY CLUB W SS 0 0 BOB JAMES Medlin MEA00� Cenneter0y Golf Y J - FAIL, SEMINOLE �-n � U Course J o Jx x o / c \ ' I BLOCK B G 114 Gp� �p0� r FRESH MEADOW wa Z N Q / --- / S�'G N 1 Q, INVERNESS x I W� WESTLAKE ENTRADAQ= mom I BGE, Inc. WESTLAKE 1 INVERNE 2595 Dallas Parkway, Suite 204 o Frisco, TX 75034 G / Cn Tel: 972-464-4800 • www.bgeinc.com BLOCK J / TBPE Registration No. F-1046 A_\WESTLAKE ENTRADA G \ ♦ G / / IT E KING Contact: Jason Frey / ♦ / Tel: 972-464-4821 G \ Q �..�I/ / 0 114 Copyright 2017 ( j � SOLANA G / DOVE ROAD niS� J W / / / a � ATF BUSH ARCHITECTS, LLC ��, ,- T w ��'°G Q 1800 VALLEY VIEW LANE, SUITE 170 / / FARMERS BRANCH, TX 75234 Contact: Ralph Bush VICINITY MAP Tel: 972-333-9455 SS / (NOT TO SCALE) SS SS EXISTING WA TER SERVICE �- SS / �\ T 15X (LOT 9) ' \ / BLOCK E ° EXISTING WATER, SERVICE� � �'��•• / / (L OT 8) (XOIT)Tl70WATER' SERVICE ° DEVELOPER LOT 8' PENTAVIA CUSTOM HOMES � v INSTALL BLOCK I LT �' \�/ �'' ��'' %�\` � / 2210 COSTA DEL SOL !/ ° ' BLOCK I LOT 10, ` 1 - 1 WATER SERVICE LOT 7, / BLOCK I LOT 11, WESTLAKE, TX 76262 (LOT 7) BLOCK I ° / BLOCK I \ G / CONNECT TO EX/STING SERV/CE \ REMOVE 15LF OF SERVICE Xi , i L T v C-9REMO VE EXIST WA TER SER V/CE BLOCK ' I Q EXISTING WATER' SER VICE / </ � . I � ,� � � v / 0 10 20 40 � C)(LOT 6) W \ , LOT �, I �� G 5, \ / \ , , / P� SCALE: 1" = 20' BLOCK I \ �� % (� 1 EXISTING WATER SERVICE \ \\ •� T `b �\G1 �� J Z Z G (LOT 5) �� I / // +�� 0 Q Q Z O V\ z LL] 0 LOT 4, i / �, Z 0- W BLOCK LOCK I �� \ � / // INSTALL 1 WA TER SER VICE W z </ ` WITH METER (LOT 11 )Z \\ I // / 5/ CONNECT TO EXISTING 8" WATER 0 Q Q ° EXISTING WATER SER VICE / / � _ �1 C (LOT 4) �� J�� / 4* n CONNECT 8" WA TER ` G, LOCK , TO EX 8" WATER ��\ // S = _ I..L J cq W ° \ \ LOT 3, Z Q E A\ ABLOCK I O U REMOVE EXISTING 8"� / `� \v \\ _ " ; LJJ i ° o WA TER AND SER VICE �� \ / / at 0 - - / I / O Z m U) \ Cl) INSTALL I" WATER SERVICE J Q LLJ W o EXISTING WA TER SER VICE \ ��X _ \ WI TH METER (L O T 14) / U U O LL N c° (LOT 3) �/ ; — —v /' ` 3: CONNECT TO EXISTING 8" WA TER Q O «: ° EXISTING WA TER SER VICE / LOT 12 ,� \ / / Lot 2R1 , Block 1 NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS ~ z ( ) Westlake Southlake Park Addition No. 1EXISTING FOR THIS PLAN SET W NST. N0. D209080990 O -/ P.R.T.C.T. � `b �1 BLOCK 12, J / THESE PLANS ARE ISSUED FOR ° / �Q J0 OCK I M ° ' Q� a d\ \' I / MAGUIRE PARTNERS—SOLANA LAND, L.P. TBM1 — "❑" Cut in median nose located — 700 feet southeast of intersection of Davis THE PURPOSE OF PRELIMINARY ° '+ °° LT , _ L_ I Blvd. and Dove Road. Elev. 668.96 REVIEW AND ARE NOT INTENDED \ 13VOL. 16858, PG. 176 FOR CONSTRUCTION. rr�� BLOCK m —� D.R.T.C.T. H " WHEN ISSUED IN Q \ \ a °/�v ° �� °° °° I ZONING: PD1 -1 TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. FINAL FORM THEY WILL BE a- \ ° ° / I Elev. 679.58 SEALED, SIGNED AND DATED. ° EXISTING WATER SERVICE LAND USE: COMMERCIAL Q \ \ f /J ° ° ° LOT 14, (LOT 13) TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. BLOCK I \ \ RESPONSIBLE ENGINEER: _j °° I Elev. 683.26 BGE, INC. Q \ CONNECT 8" WA TER ° TEXAS REGISTERED ENGINEERING TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. FIRM F-1046 \ \ TO EX 12" WA TER %J ° I JASON A. FREY, P.E. N O LOT J ° / and Dove Road. Elev. 648.47 TEXAS REGISTRATION NO. 88485 2XR, / ° ° FEBRUARY 05, 2018 BLOCK I ° LEGEND - \ ° ° / CAUTION ` ° J° ° N � ° a _j ° FH Contractor to Verify exact location \ ° ° I PROPOSED FIRE HYDRANT & Depth of Exist Facilities Prior to \ ° 0 -i° ° any Construction Activities ° ° ° ° S \ \ \` ° ° ° SSMH PROPOSED SANITARY CAUTION \ ° ( MANHOLE CONTACT: 1-800—DIG—TESS U ° ° ° G,� � 48 HOURS PRIOR TO CONSTRUCTION i PROPOSED STORM INLET \ \\ \ FDC, REVISIONS \ \ \ PROPOSED FIRE DEPARTMENT CHECK REV N0. DATE DESCRIPTION © PROPOSED DUCT BANK PULL BOX W PROPOSED WATER LINE m \ \ \ ° J ° ss PROPOSED SANITARY SEWER PROPOSED SINGLE CONDUIT DUCT BANK \ \ \ \ I PROPOSED STORM SEWER DRAWN BY: Ld CHECKED BY: \ \ \ \ \ DATE: i O \ \ \ \ \ \ 0 \ \ PROJECT NUMBER: 0 \ \ \ \ FIRE COVERAGE Sheet No. M U \ \ \ \ / RESIDENTIAL RADIUS=250' \ \ WATER PLAN U) \ \ \ \ 0 \ \ \ \ Z \ \ Q C8 Z-9 LLi , SHEET C8 OF C12 m0 Ord 847 GTROPHY CLUB o o �` SS J o �o ��x�� CR�'� � o BOB JAMES G y� Medlin M n \ 5�� Ceetery Golf Z EPS mw Course r J o 1 0 SNS Y C FA/ SEMINOLE �-� _ ww\\ 5 H D Vv P 2 �1 RO v T n O, Vl 9Y w v7 I S' y �P �Gq Jx = o BLOCK B G F �F FR o (n o fin, ESH N a m . M 0 M< O EAD Q O z I 114 G N r w � WESTLAKE ENTRADA - a N 2 x $ I w ' I SSG �� NVERNES i I Q BGE, Inc. G a y WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � � c^ Frisco, TX 75034 BLOCK J WESTLAKE ENTRADA G Tel: 972-464-4800 • www.bgeinc.com C\ C SITE' K'"c TBPE Registration No. F-1046 Contact: Jason Frey 114 Tel: 972-464-4821 ' G CC J �� Copyright 2017 G D �� a SOLgNA c / DOVE ROAD ./�\ T °a N T BUSH ARCHITECTS, LLC 1800 VALLEY VIEW LANE, SUITE 170 / W V) FARMERS BRANCH, TX 75234 G INSTALL — — / Contact: Ralph Bush ° VICINITY MAP 1 4 SSWR SER VICE ............................aTel: 972-333-9455 ° d _ d WITH CLEANOUT LOT 8 � - a S ° NOT TO SCALE S CONNECT TO EXISTING SERVICES G REMOVE 13LF OF SERV/CE ° a ♦!♦ ° SS iii iii ° i ,J SS / J T 15X ° ° SS / BLOCK E 4 EXISTING SSWR SERVICE ♦♦'♦♦ LOT 8, (LOT 9) ° DEVELOPER J EX/ST/NG SSWR SER V/CE L®C K I `` G LOOT (Lor 10) . / PENTAVIA CUSTOM HOMES 2210 COSTA DEL SOL EXISTING SSWR SERVICE L T 7, / BLOCK l LOT 10, LOT 11, �T WESTLAKE, TX 76262 / (LOT 7) LOCK I ° BLOCK I BLOCK l LOT 6, ` ,�� / � � , to BLOCK I �� Q Q G EXISTING SSWR SER VICE / •� / / X / (L O T 6) , •� I i , / �� 0 10 20 40 J Q L T5, / SCALE: 1" = 20' BLOCK) \ `� `� I� U) I— p / EXISTING SSWR SER VICE . \ 1 / �� J Z Z G (LOT 5) \ , .�� I / � � Q Q Z U) O0 //" � � ` // J Z / LOT 41 \ / / IG \ 0— W LL � 0 - / d INSTALL ��\� ,,�`G � � I� i / // i� � � � N 1 — 4" SSWR SER VICE / - ��\ a�'' ° / / LOT 1 X R, � W U W O < 0 T 4) � ` \�� BLOCK I EX/STING SSWR SER V/CE 0 Q `41 .� �-1- '� ; S (LOT 11) LU _ I..L OUB � ~ wI- M INSTALL 4" SSWR SERVICE \ / / ' �' . U) 0 Z v J J U w w 00 WITH CLEANOUT �A 1/�/1 d W \ N o (LOT 3) Lo �a AV ` ��/ — _ _A 5 LL INSTALL `. / ; INSTALL 0 ° -� � . Lot 2R1 , Block 1 � 1 — 8 SSWR CLEANOUT ` / / 1 — 4 SSWR SERVICE NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U) Z REMOVE 25LF OF EX 8" // �' WITH CLEANOUT (LOT 12) Westlake/Southlake Park Addition No. 1 EXISTING FOR THIS PLAN SET W ° SSWR AND SERVICE / CONNECT TO EXISTING SERV/CE INST. N0. D209080990 > Q OOf � J ° a d REMOVE 41LF OF SERV/CE P.R.T.C.T. LOT 12, ' ° 00 ° a / BLOCK I � THESE PLANS ARE ISSUED FOR °,J J, G \ } MAGUIRE PARTNERS—SOLANA LAND L.P. TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis THE PURPOSE OF PRELIMINARY z � ° ° ° EX/ST/NG SSWR SERV/CE I— — — — VOL. 16858, PG. 176 Blvd. and Dove Road. Elev. 668.96 REVIEW AND ARE NOT INTENDED 1 LOT 13, U) \ \ �' ° Q (LOT 13) IB CK l � I D.R.T.C.T. � A FOR WHENONSSUEDTION. as \ \ /JGp° 6� a° J� °° I ZONING: PD1 -1 TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. FINAL FORM THEY WILL BE J w ° J a / I Elev. 679.58 SEALED, SIGNED AND DATED. N \ \ \ d d ° LAND USE: COMMERCIAL ° EXISTING SSWR SER VICE LOT 14 \ ' c °aJ ° (LOT 14) BLOCK ,I TBM3 — °❑° Cut in median nose at intersection of Davis Blvd. and Bear Way. RESPONSIBLE ENGINEER: \ J Elev. 683.26 BGE, INC. N \ ° ° °\JTEXAS REGISTERED ENGINEERING TBM4 — "E" Cut in median nose located -600 feet east of intersection of Davis Blvd. FIRM F-1046 N \ O ° LOT ° ° and Dove Road. Elev. 648.47 TEXAS)REGISTRATION S RA ION NO E 88485 C / ° ° 2XR, ° /J FEBRUARY 05, 2018 El \0 \� BL CK I ° ° ° ° LEGEND CAUTION U ° ° d J ° N � J Contractor to Verify exact location ° J ° d I FH PROPOSED FIRE HYDRANT & Depth of Exist Facilities Prior to j ° J d any Construction Activities \ / ° d ° d S \ \C d ° ° ,J SSMH PROPOSED SANITARY CAUTION \ I MANHOLE CONTACT: 1-800—DIG—TESS ° ° ° 48 HOURS PRIOR TO CONSTRUCTION ° 0 PROPOSED STORM INLET FDCuPROPOSED FIRE DEPARTMENT CHECK REVISIONS Of REV NO. DATE DESCRIPTION I \ © PROPOSED DUCT BANK PULL BOX \ \ ° ° W PROPOSED WATER LINE ° \ \ 41 ° SS PROPOSED SANITARY SEWER \ ° ° PROPOSED SINGLE CONDUIT DUCT BANK N I PROPOSED STORM SEWER DRAWN BY: Ld CHECKED BY: 0 \ \ \ DATE: o \ \ \ c0 \ \ Y( \ \ PROJECT NUMBER: Sheet No. Of SANITARY SEWER \ PLAN w \ \ o � Z \ \ Q zNg z _A� C LLi CD GTROPHY CLUB o o C/) J o J �o CR�'� ��o BOB JAMES G y� Medlin MEgpO �n \ 5�� Ceetery Golf Z w EPS mCourse r J o 1 0 SNS Y C Al SEMINOLE �� _ ww\\ 5 H i= Vv P 2 �1 RO v i T COVl qY W � D y �Gq d"_ = o G F GF FR ma o rn o fin, ESH N L m . M 0 M � / O MEAD Q BLOCK B o o Z I 114 v .y r w � a — N 2 x 1 I> WESTLAKE ENTRADA / $ I w SSG �� NVERNES Y G i I Q BGE, Inc. �01WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � � c^ UI, o Frisco, TX 75034 BLOCK J / G / Cn Tel: 972-464-4800 • www.bgeinc.com WESTLAKE ENTRADA - G .L ' ' % / / / E KING TBP Regist act r Jason Frey1046 z ` i# G A\ / 114 Tel: 972-464-4821 Copyright 2017 G D a SOLgNq � c C, C— / ROAD O�s� N T BUSH ARCHITECTS, LLC a 1800 VALLEY VIEW LANE, SUITE 170 / V) FARMERS BRANCH, TX 75234 G ° VICINITY MAP Contact: Ralph Bush Tel: 972-333-9455 S d _ ♦ (NOT TO SCALE) a ° S 5 SS ' SS LOT 15X ° / BLOCK E DEVELOPER LOT 8, BLOCK I d LOT 9 � __ PENTAVIA CUSTOM HOMES G , 2210 COSTA DEL SOL � LOT 7, / BLOCK I O BLOCK 91 LOT 11, WESTLAKE, TX 76262 BLOCK 1 ° / BLOCK I ° INSTALL DUCT BANK LOT 6, / \ PULL BOX WITH 4 SERVICES C-9 U) BLOCK I \ / i r(LOTS 6-9) Q / ` I r / 0 0 10 20 40 Q U-1 LOT 53 Q Q \ / \ ,�� I I I l �� SCALE: 1" = 20' BLOCK I / \ `� �� I� cb J C9 Z J z z � O LOT 4, \ / "IN \ \ S, // \ z LLI W BLO C K I % \ \ 1 ,� / LU z Q w U Z // a / LOT 1XR, W LLI ~ W �p Q LOT 3, \ �` ; `��$` INSTALL HANDHOLE _ — � _ J — Q C / ` BLOCK I �� \ �/; WITH 3 SERVICES z J I �� CONNECT TO EX DUCT BANK .' d° �� \\ \\ (LOTS 10-12) Q U (� W C14 U) O z m W _jU W LL J O �� Lot 2R1 Block 1 ° ° d , \ / % INSTALL HANOHOLE / NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS (n Z Y ° ° d ° �, % WITH 3 SERVICES // PULLBOXWITH 2 SERVICES Westlake�Southlake Park Addition No. 1 EXISTING FOR THIS PLAN SET W ° ° / (LOTS 3-5� (LOTS IJ-14) INST. N0. D209080990 > Q OO P.R.T.C.T. LOT 12, °d ° °' \ ' � d G BLOCK I \ /� THESE PLANS ARE ISSUED FOR a , MAGUIRE PARTNERS—SOLANA LAND L.P. TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis THE PURPOSE OF PRELIMINARY o p d° ° ° ° a °a LT 13, L__ — — — — I VOL. 16858, PG. 176 Blvd. and Dove Road. Elev. 668.96 REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. Z a ° a BLOCK I D.R.T.C.T. A WHEN ISSUED IN G ° 6 I ZONING: PD1 -1 TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. FINAL FORM THEY WILL BE a ° a / I Elev. 679.58 SEALED, SIGNED AND DATED. Ld d ° LAND USE: COMMERCIAL a L T 14' TBM3 — "E" Cut in median nose at intersection of Davis Blvd. and Bear Way. BLOCK I RESPONSIBLE ENGINEER: Elev. 683.26 BGE, INC. TEXAS REGISTERED ENGINEERING INSTALL DUCT BANK ° a� ° ° ° I TBM4 – "E" Cut in median nose located -600 feet east of intersection of Davis Blvd. FIRM F-1046 O PULL BOX LT d ° and Dove Road. Elev. 648.47 JASON A. FREY, P.E. TEXAS REGISTRATION NO. 88485 ' 4 2XR, 'J° /J FEBRUARY 05, 2018 BL CK I d ° ° 0 ° ° LEGEND cAUTioN ++ ` �' ° ° J ° � �` d J ° FH N Contractor to Verify exact location \ ° j ° d I ♦ PROPOSED FIRE HYDRANT & Depth of Exist Facilities Prior to j \ ° ° any Construction Activities \ / ° d ° d S \ \\ xz d ° ° SSMH PROPOSED SANITARY CAUTION \ I MANHOLE CONTACT: 1-800—DIG—TESS ! \ \ �� 48 HOURS PRIOR TO CONSTRUCTION PROPOSED STORM INLET \\ \ FDC,.,, PROPOSED FIRE DEPARTMENT CHECK REVISIONS Of 'LJ REV NO. DATE DESCRIPTION I \\ \ © PROPOSED DUCT BANK PULL BOX \\\ W PROPOSED WATER LINE ° \ ° SS PROPOSED SANITARY SEWER PROPOSED SINGLE CONDUIT DUCT BANK N I PROPOSED STORM SEWER DRAWN BY: Ld CHECKED BY: 0 \ \ \ DATE: o \ \ \ -E \ \ Y( \ \ PROJECT NUMBER: Sheet No. Of STORM AND DUCT w \ \ BANK PLAN o � b co z Q C10 _2 .o LLi Z CD TROPHY CLUB o o \\\ \\\\\ y�xR� CRE�'��G� 5 BOB JAMES\\ \ 41 Medlin M Cemet J� Course EgpO se r a o FAllayq SEMINOLEUJ T-a \\ 114 Goo 00Y RNESS r FSH MEADO N m¢ m '� RE LIJ Q \\ / w Z G� �� JJEo_ X I Q iiiii Y z J BGE, Inc. INSTALL STORM INLET WESTLAKE �� INVERNE y� = 2595 Dallas Parkway, Suite 204 � n � 1 I PROTECTION N D Frisco, TX 75034 / I Cn Tel: 972-464-4800 • www.bgeinc.com / TBPE Registration No. F-1046 SITE' KING Contact: Jason Frey / — Tel: 972-464-4821 I / / & Copyright 2017 r / to / / N 1 BLOCK B > SOLANA a LANA WESTLAKE ENTRADA DOVE ROAD ci S BUSH ARCHITECTS, LLC 1800 VALLEY VIEW LANE, SUITE 170 I / FARMERS BRANCH, TX 75234 BLOK J 1 v VICINITY MAP Contact: Ralph Bush W STLAKE�ENTRADA (NOT TO SCALE) Tel: 972-333-9455 INSTALL STONE ORT I OVERALL LEGEND OVERFLOW STRUCTURE INSTALL STABILIZED I FH DEVELOPER INSTALL STORM INLET CONSTRUCTION PROPOSED FIRE HYDRANT PENTAVIA CUSTOM HOMES PROTECTION ENTRANCE I SSMH PROPOSED SANITARY 2210 COSTA DEL SOL MANHOLE LOT 15X I I WESTLAKE, TX 76262 BLOCK E C PROPOSED STORM INLET LOT 8, I BLOCK I LOT 9, 638 I PROPOSED STREET LIGHT I BLOCK I LOT 10, LOT 11, T V - LOT 7, I I� EXISTING TRANSFORMER BLOCK I X BLOCK I BLOCK I � 15 30 60 \ 0 53 I J UJI LS PROPOSED LANDSCAPE H \ \ LOT 6, � � A V / \ I _ �\ 650 BLOCK I / / / 7 r �\ � INSTALL STONE � _ scAL : 1" - 30' � > � � � / / � � � � � / OVERFLOW STRUCTURE Of O--0 EXISTING STREET LIGHT � J 65ti LOT 5. \ AA / / -7 Z BLOCK I /< / _ I I I © Q EXISTING GAS METER _ Q 7 O \ � L 7 \ �� \ _ I I ❑E EXISTING ELECTRIC MANHOLE ~ JZ w U \ I \ \ LOT 4, \ � a_ � LLI WLL BLOCK I _ �— Lot R 1 , lock 1 EXISTING SIGN w z Q U Z y LOT 1XR, Q BLOCK I _ Westlake/South) ke Pprk Addition No. 11 I I �I — O 2 �, \ // \ — �� INST. N . D2b9080990 I l EXISTING FIRE HYDRANT (n 0 � � N 0� Ir 4 I I w N 'c 1 < _— -- P.R.T.C.T. w w o Ino LOT 3,In % \ O E / J LU c� BLOCK I = (D MAGUIRE PARTNERS—SOLANA LAND, L.P. �� v��, ,i v VOL. 16858, PG. 176 O U W W I- �� \� / D.R.T.C.T. O z m cn " ZONING: PD1 -1 U w 6 INSTALL STONE ° a \�\ cF ° LOT 12, / / � J O OVERFLOW STRUCTURE a BLOCK I LAND USE: COMMERCIAL U m U < s� O LL TOP VIEW J O a'� LOT 13, - - J �� / ~ W zZ � \ ` C'CF, J ° BLOCK I W ANY LENGTH PLUS 12" TO SEAL ENDS 50' Min_ > Q O \ \ I ' %: ' %i ' %: ' %/' ' %/ ' %: ' %/ ' / Concrete Boulder Type Ri Ra LOT 14, yP P P, Grade to Prevent Runoff from BLOCK I 644 / / / / / / , / / / , / / / g THE PURPOSE OF PRELIMINARY THESE PLANS ARE ISSUED FOR c `7 / / / / , / / / , / / / / / / Leaving Site o / % ' i / i ' % / i / % / i / Filter Fabric U LOT 2XR, / / / / / / / / � o O� BLOCK ,% I T ° REVIEW AND ARE NOT INTENDED N 12" FOR CONSTRUCTION. w � � � � � � � / � � � � � � � � � � � � � � � WHEN ISSUED IN P .A / ' / ' / ' / ' / ' / ' / ' / 1 / . ` ° e J c ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' �1 o o ° , FINAL FORM THEY WILL BE Li J . SEALED, SIGNED AND DATED. N \ Existing Grade ° 3• Roadway 11^ PROFILE RESPONSIBLE ENGINEER: \ BGE, INC. Ci ' ' ' ' ' ' ' ' ' ' C TEXAS REGISTERED ENGINEERING N FURNISH & INSTALL: F` FIRM F-1046 I \� JASON A. FREY, P.E. N 955 LF OF ` 4 \ _T TEXAS REGISTRATION NO. 88485 C SILT FENCING \ 50' Min. ° FEBRUARY 05, 2018 SIDE VIEW END VIEW ��J\ J a / NOTES: I Transition to Roadway ° M I 1 CAUTION 1 ! \ Tpo Contractor\ 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. ° to Verify exact location N / 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT ==-Ty o FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. & Depth of Exist Facilities Prior to \ \` 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. r ' any Construction Activities o \ 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. a \ T00 \Gc CAUTION ADVANTAGES: Radius(5'Min.) ° CONTACT: 1-800—DIG—TESS M on \ A) EASE OF INSTALLATION 48 HOURS PRIOR TO CONSTRUCTION i INSTALL STONE \ B) EASE OF MAINTENANCE R.O.W OVERFLOW STRUCTURE "`oo C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS \ D) CAN BE REUSED REVISIONS Of \ \ \ on GC PLAN VIEW REV NO. DATE DESCRIPTION HEAVY DUTY CURB INLET PROTECTOR STABILIZED CONSTRUCTION ENTRANCE N N �RIA� \ \\ I NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes RIG MA \ 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 y \ installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion _I �E �R \ FENCE AT A MINIMUM OF EVERY INSTALLED AT ALL LOW POINTS ALONG FEET.NG THE 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 N1 \ 2. The toe of the silt fence shall be trenched-in applications. DRAWN BY: 5 1 with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to GF P�APAR E MIN down slope face of the trench is flat and the ground in compliance with the C AGIRG,O FFE A. Slee $, perpendicular to the line of flow. Where silt manufacturer's recommendations. CHECKED BY: $P 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 N Y rock surface), weight fabric flap with rock on mats shall be comparable to the width of the 1� \ 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 DATE: j STEEL POST I 1/2 H 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless a° APPROXIMATELY 8" OF FILTER deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility ° fence fabric to be laid in the round and Manager. FABRIC MATERIAL MUST EXTEND gPROJECT NUMBER: -o \ �� I INTO A TRENCH AND BE ANCHORED backfilled with compacted material. 4.The width of erosion control mats can be c+ 4. Silt fence should be secure) fastened to each reduced when used in conjunction with silt fence FOR ADDITIONAL STRENGTH WITH COMPACTED BACKFILL MATERIAL y 1 o �y� FILTER FABRIC MATERIAL MUST steel support post or to woven wire which in and block sod vegetative buffer strips. In no P�� BE ATTACHED TO A 6-INCH RUNOFF 6" TOP OF turn is attached to the steel fence post. There applications will erosion control mats be less M e (MAX.) MESH WIRE WHICH HAS — /� STONIE EACH E IDE shall be a 3 foot overlap, securely fastened than 4 feet wide. Sheet O. N where ends of fabric BEEN FASTENED TO THE POSTS. F,Ow OF SILF 5. Accumulated silt shall be meetremoved when itOf EROSION C 0 N TR 0 L Z l 1 1/2" FILTER STONE \r //\ reaches a depth 1'. The silt shall be disposed of APPROXIMATE 4"X4" j \ at an approved site and in such a manner as PLAN w i\ TRENCH j\ \/\ / 12" to not contribute to additional siltation. 6. Silt fence shall be removed when the site is completely stabilized. 7. Rock filter dams shall be used at concentrated z high flow discharge areas in lieu of silt fence. J z 0 INSTALLING A FILTER FABRIC S LT FENCE S LT FENCE STONE OVERFLOW STRUCTURE C1 1 (DCL % SHEET C11 OF C1 00 Cy Ord 847 ------ TROPHY CLUB w r 0 f CRE'� ° U BOB JAMES 11` Medlin MEgpO �n 0EP S�SE� Cemete�Y Golf Z Y Ox Course J o uN Y FA/ q SEMINOLE -� _ - BLOCK B ` TROPH C�'F9 °P T�� F FRESHM Ow ma o N WESTLAKE ENTRADA 114 °°Y r CAD w a EXISTING STREET LIGHT N = s X I w �� ERNES V � G IN Y 1 m I Q z J BGE, Inc. o s 2 Dallas Parkway, Suite 2 4 595 a S 0 WESTLAKE NE , VER y n IN � I A � EXISTING STREET LIGHT � o risco, TX 75034 BLOCK J Cn Tel: 972-464-4800 • www.bgeinc.com WESTLAKE ENTRADA TBPE Registration No. F-1046 SITE K/"� Contact: Jason Frey 114 Tel: 972-464-4821 o Copyright 2017 D a SOLANA / o DOVE ROAD CO i l',A R N BUSH ARCHITECTS, LLC �(� "`o a 1800 VALLEY VIEW LANE, SUITE 170 v V) FARMERS BRANCH, TX 75234 / VICINITY MAP Contact: Ralph Bush ° ° (NOT TO SCALE) Tel: 972-333-9455 ° T 1X BLOCK E ° OVERALL LEGEND \ J LOT 8 ° ° ° ° FH DEVELOPER BLOCK I °G , \ / PROPOSED FIRE HYDRANT PENTAVIA CUSTOM HOMES LOT 9, ,, 2210 COSTA DEL SOL J % ° BLOCK I LOT 10, SSMH PROPOSED SANITARY LOT 7, / BLOCK I LOT 11, i MANHOLE WESTLAKE, TX 76262 01 BLOCK I ° � BLOCK I • / PROPOSED STORM INLET LOT 6, / C)__0 PROPOSED STREET LIGHT (n BLOCK I EXISTING TRANSFORMER Q Horizontal Scale: 1" = 40' J Q W LS PROPOSED LANDSCAPE I— / LOT 5, � / � ` / / / �� 0' 40' 80' � > BLOCK'l O--0 EXISTING STREET LIGHT J U) �/ � Z © EXISTING GAS METER Q Q 7 L 7 O LOT 4 Ryll ❑E EXISTING ELECTRIC MANHOLE z W Z LL, U ' �� w BLOCK I LOT 1XR, Lot 2R 1 , Block 1 EXISTING SIGN W z Q U Z ° o aQ � Westlake/Southlake Park Addition No. 1 �' — � BLOCK I INST. NO. D209080990 EXISTING FIRE HYDRANT (� — W CV 0� P.R.T.C.T. 2 LJJ C) W o < NOTES: 0 _ L.L < W 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS _ _j Y ;1 LOT 3, MAGUIRE PARTNERS—SOLANA LAND, L.P. EXISTING FOR THIS PLAN SET 2 z Q BLOCK I VOL. 16858, PG. 176 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS (� �^ W 12 �' D.R.T.C.T. OTHERWISE NOTED 10 z00 VJ m a �\ ZONING: PD1 -1 3. ALL UNITS TO HAVE GARAGES U) J O W W � ° LAND USE. COMMERCIAL U m o ° ° �/ '�� BM1 — "❑" Cut found on top of curb at the south median nose approximately J Q J a ° �, 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. aJ / Elev. 668.963' U) Z 3. LOT 12, W J BLOCK I / BM2 — "El" Cut found on top of curb in the west turn lane median at the > Q 0 ° a ° intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the s J ° centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on MI ° ° ° C � southwest corner of intersection. THESE PLANS ARE ISSUED FOR �� Elev. 667.93 THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED LOT 13, I TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis FOR CONSTRUCTION. a a a J % ° ° BLOCK I I Blvd. and Dove Road. Elev. 668.96 WHEN ISSUED IN ° a ° ( FINAL FORM THEY WILL BE Q_ J TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. SEALED, SIGNED AND DATED. N Elev. 679.58 LOT 14, RESPONSIBLE ENGINEER: ° BGE, INC. ° J BLOCK I TEXAS REGISTERED ENGINEERING v \ FIRM F-1046 ° I JASON A. FREY, P.E. N O ° LOT 2XR, J TEXAS REGISTRATION N0. 88485 a BLOCK I ° J ° FEBRUARY 05, 2018 o U ° ° ° ° J ° ! i CAU TI ON Contractor to Verify exact location c ° ,J & Depth of Exist Facilities Prior to 1 46� ° --A I any Construction Activities o ° ° ° g' 4 ° ° ° ° CAUTION j ( CONTACT: 1-800—DIG—TESS M i 48 HOURS PRIOR TO CONSTRUCTION o ° a \ ° REVISIONS I \ \ ° REV NO. DATE DESCRIPTION o \ c \ N \ v U \ ° o N / J d V)I DRAWN BY: o \v o \ Ld CHECKED BY: Y D DATE: o \ \ �; \ PROJECT NUMBER: U Sheet No. 0 N U_ \ LIGHTING PLAN I w 0 Z C12UZai 0 L6 � CD F z Z'= U O E? C7 Z �uWF Awa ao ipcz7p W vwiiz 'rx w Q TOTAL AREA UNDER ROOF 011F a0o°wwo � w��^z / o0�'p, BLOCK/LOT 11 12 13 14 15 16 17 18 19 110 111 112 TOTAL �q ,3Z Qy,z; z C4 1 ST FLOOR A/C 598 531 425 690 527 425 527 425 538 621 425 634 6,366 F H o�z�oWzo 2ND FLOOR A/C 806 877 802 882 884 803 884 801 919 1068 922 1190 10,838 o¢ z o H a z Hw " QQox N¢ 3rd FLOOR A/C 806 877 802 882 884 803 884 801 919 1068 922 1190 10,838 z x z a d x 4th FLOOR A/C 377 382 368 382 377 - 377 344 - 422 338 404 3,431 I N o o q W a a TOTAL A/C 2,587 2,667 2,397 2,836 2,672 2,031 2,672 2,371 2,377 3,179 2,607 3,418 31,814 / o ] z o a 3 z ro OE p'.U.? dpq GARAGE 445 476 445 476 476 445 476 445 748 519 587 598 6,208 Q z N COURTYARD - _ _ - - _ U �A° zAQoxa ° 162 311 600 300 576 311 2,260 COV'D ENTRY I vOw165 135 164 135 93 167 93 137 61 135 10 _ 1,130 U;w wO wH H n TERRACE 186 176 203 348 148 181 148 - - 204 - 319 1,913 I U U U o a x U o qw,,, z.axzwoN ww_ogo�Doxo TOTAL 2,938 1 3,454 1 3,209 1 3,957 1 3,700 1 2,824 1 3,389 1 2,899 1 3,786 1 4,336 1 3,780 1 4,646 1 43,325 M� a z a¢W a o x w��0gp]°o�w (PA zmo�W� �ao I F\ O o H w w �Q a��zao¢.p� N�w W Z Z W E U]W 2'' � TRUE � �¢��z� A�Q� �y a��0 d �a v'w -. W x d Q H a I w z w 5 a � �z��3zzaow`' NORTH U F 5'SHEPHERD'S WALL >' Z .a E 4'SHEPHERD'S WALL w J aa.�tidwwgOcx7yd�=^wcd7a wOGw'„1wp�0Uywad o O w aOw .?>'ra 50Pz,ZvSi Uaidt��d �U�ad U� SG W d w � O 3'SHEPHERD'S WALL 1 2 � 3 ` b O w 4 N 5 - Hill Ml \ II II UNIT a I I I I 14 _ J O U m I I 12 11 10 9 8 7 0 P4o \ - J T O wI� II II II I I b QQ 3 = s ` [z II O02 t H 4 HEPHERD WALL I I I CORTES Bush Arch itects 1800 VALLEY VIEW LANE#170 Q FARMERS BRANCH, 75234 PHONE:972-333-9494 55 EMAIL:ralph@busharchitects.design ISSUE LOG \� DATE DESCRIPTION 12/11/2017 DDl 01/08/2018 ZONING EXHIBIT 01/15/2018 CDs SCALE Ill = 201-011 01 SITE PLAN DATE SCALE: 1" = 20'-0" 01/15/2018 SHEET m A0.01 Ord 847 F �'z y'Z5 UOF � z z �u �zc apCz70 �wy�pviQ o a W m w x° z 7 d wz aF OF � ow ED>F 'jzmo�- xU �q �F zwo�'zjyy�� .On Ex"�°ZaOv�FQFOC °>v a F w 3 x S o �aw¢�o �z -z El ao oQ��wQ�o�wo O 1 ij aw.wQwQzd3� ww O zF aOoEl 4 N °oH ° wm H,v^�G� Vw,z fi a W O O P7 O F 0.''-� D m /� B B V O�c7��00033Q� ((��• 1 FovFR _ –77 O F PF. 432 — TTT��I ° wQ� A¢ xm fi I I COURTYARD I I rT1 LA O Vi Q,'Z,Q z U z C U 0.Ca WZOWOx WWW z ZpCjd�C�jdw� G 9SG MUDC _ .4 �QO?xz� zwoF ELE RFDRDD ;;2 FU`4 w A Z a F. B x 33°'o SG D , w F c7 F 3' L--j SHEPHERD'S WALL Q w O�A O W=>'z wWw�z "w, zH, z O w wd❑ w xo / CQ a�azWo¢�wH�x wC 9•a°F.cI.F.C. x �j'{rW]�]�¢y'QO�Fr1 Cl LAVU°04U W zW�i°ac�7 W.QyW]�aw zzza� C�1kAGE'2`. / w y r^V�w�W \ \ / COURTYARDI I O ww'y z N J �13 I32 1 0 LEVATO W I I I I I I ( �1 MUD ��/ 90YER 0 D 91FT W I I GARAGE2 � O F.C. N �10 O O I i II^r °— O • \ I I ENTRY COURT P BATH Hc2 O I I - � lAV Q LEVATO I I 3 \ I FOYER r MUD 4c 3080 COVD ENTRY \ 9-1'FL. \ \ I G 9�FEc2 S6SL 9CL5 C f� 9-1'B.C. \ I I 2 60 BEDROOM#2 50 GARAGE C(21 \\ I I RATI 'i7 2680 O ELEV OR FOYER �� V / \ v 9'-1'RC ELEC. GAS — . . COURTYARD VQENTRY y BEDROOM-2 O \ \\ •O ELEV RAE 2 0� O 9-1'F \ A3.0 / P qnll� G9R1 Fl 1 v-1•He-t'F.C. z'J$ \ BEDROOM#2 \ - .. GARAGEC/21 \ � o \ O o W ELEV TOR FOYER C/ V / \ uj O I Lu / \ W AG RAGE f21 \ A3.03/03 \ BATI \ ? \ 01 oBEDRDO-2 �O COVD ENTRY O '1 Ec2 \ \ 'H x2911 F'c \ I O \\ \ C. \\ — — - - - - - - - - - - - - - - - - - - - - - - - ELEC. \ % 6 \ BEDROOM#2 fi N \ \ I. F.C. 1E0B00.H.DOOR 180800.H.0000. 180800.H.DOOR 180800.H.0000. 4 O 3 I CLST 2 \ o 9� M MUD w= A° A I I I I 8 BATH„2 • O L - - - - - - - - J L - - - - - - - - J L - - - - - - - - J L - - - - - - - - J 3B M FOYER /� !M E 2 Ga Fc(21 GARAGE(27 GARAGEc(21 OYER COV9'0 ENTRY \ '- \ \ Bmao°ni-z EVATOR I I Y l 1 OFFICE I I \ - ATO 1 11 LEVATOR 11 • HF#2 n CLST I - 42 8 9'-1"F.0 B CLST RATA J O MUD - 6 fi CLS c - RA1 O H#2 9 I� COV'D ENTRY Bush Arch itect P 3 SILL >a88 0 � � 2 2 1 MUD 1800 VALLEY VIEW LANE#170 \ — MUD FARMERS BRANCH,TX 75234 zsbo _ PHONE:972-333-9455 e FOYER LAYl EMAIL:ralph@busharchitects.design ER BEDROOM /) 9'-1•'F-C. /� BEDROOM#2 6 FOYER LEVATO �. BEDROOM 2 _ COVD ENTRY ISSUE LOG COURTYARD 3 ROOM#2 ♦ 1 LEVATO D,FMCOURT BEDRY 7 DATE DESCRIPTION 0 E-1.BE. ENTRY COURT 2/11/201 DDI 1/08/201 ZONING EXHIBIT P3• COVE)ENTRY COV D ENTRY gr 1 Fc. _ _ _ I . = . 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DINING LMNG 716 2680 OPANTRC \ POWDF PO R.C. 2fi8° \ PAMRC I I LIVING TERRACE KITCHEN DINING KITCHEN I TERRACE I I O 11`1'F c WINE ROOM -• .c 11 1 F.c. I 2680 � 1 3R80 \v/ 0 0 LEV OR DINING PO FR Ir \I uvmG. r"o � O DINING o GRILL a KITCHEN O F.C.. P DER ter' LMNG ..PANTRY TERRACE KnaE c WINE ROOM EVA R DINING 'F` DINING ROOM O 11 1 F.c POWDER F.C. LIVING IINI\'G \ KITCHEN F.C. TERRACE � POb'dDER MNG 6 11 t Fc / t1NTRY0 O O O 4 11 WINE ROOM WINE ROOM KITCHEN POWDER PANTF.c 11•-1•F.c TRY 2 RY PAN PO i11 POWDER POWD11-1 Fc I �� F 1 F. - PO`.iDtR F.C.. ° 960 480 /\ DINING ROOM DINING ROOM ELEV O Q /VA�7 11-1 F.C. 111-1.Ec. \� KITCHEN KITCHEN 3 U248° GRILL PANTR 1 COURTYARD // \ I 9LIVING V8 TERRACE \ _ /� I I KITCHEN ' G 1-1� I I 1 I I I t EVATOR ■ I I I I KRCHENI "F. DINING ROOM 1 I DINING ROOM 1 TERRACE -1 F.c. till., 11 1 F.c. n t 1 22 � 21 2 Bush Arch itect COVE) z z ENTRY 1800 VALLEY VIEW LANE#170 � n LIVING 11'LIVING- z3 FARMERS BRANCH,TX 75234 LIMING "F` PHONE:972-333-9455 11'VFc i 1 20 e EMAIL:ralph@busharchitects.design IJ 19 WING ELEVAT ELEVAT ISSUE LOG DATE DESCRIPTION COURTYARD 2/11/201 DD1 -Pwm-- 10080 — 1/08/201 ZONING EXHIBIT COURTYARD ry TERRACE TERRACE TERRACE SCALE 3/3211 = 1'-011 cn zDATE P.4 01/08/2018 01 2ND FLOOR PLANS o SHEET SCALE: 3/32"=1'-0" 1_4� A 1 .03 Ord 847 � z �uWF �aa �zc apCz70 �wy�pviQ oo4.Wm wx°Fz7 U�QQdFwooa 'r x w d w w Z x rn F�� aw`"CF a'•izOOww��u a U F F O O O O ?¢R O �F W w02o:Urx FFOC wgix�Na � q vaW.wQlvjQ2d3�a ww w z � ww qm E a C) Fzwoxoo N rO pF �Wy.wFv, OOW dmU�'dmm ¢0.'HUP7Fq W .?'Qm SOF' viWF"O.agv. wuNOR� �-1 oz 40 UH 4392 WL HqW�N2z QOUzyC, 95 C� O 4796 L) a Qwaxz.?RE u Z2 5 W Iz w O d O V U E- �U2g,OW 5,Q�W�C BFoaooM .,��-ryi A��1 �� p�, 1190 oF ��z,;zz� EL TOR � Q�¢z�O zo��zp�WxwAz WC BATH 2880 1° .c. WARDROBE W ¢ G a �dWAo��`P �a WARDROBE O WW''�Q O W✓' E" 0U ,qZ N 0ai6UED ED MASTER SUITE 10 1 F.C. ` MASTER BATH O WV \ WARDROBE \ WARDROBE 2400 FI NATO 2000 MASTER SUITE -1 F.c. WARDROBE 10 c HF(:H. O V 298° o TH BEDROOM#3 11 1 880 ASTER BATH WARDROBE — 2 t 9 LEVATO �TW\I LAUNDRY 9 f� 1. : fi .c0 BEDROOM#3 6 1068 NF O MASTER.URE I 10-1 F.A. 806 F--� 1666 OS BATH MASTER BATH PO�m 10'-1'F.c. I WARDROBE / WC E3Try 1� / I LAV aV �Tly�\1I l ELEV TO O WC b O WC AV BEDROOM3 O o A OPS � � M o 7 �V W � H'�•Y WC 'o,9P0 5 0IcPo aY � F LAY o �a ELEV TO IAV We J�� WC aP IMASTER SUITE WARDROBE -- ��a WC 'V I � I I o O O PO OIT A 2960 u'CH. O t— tt fi 6 MASTER BATH IAV 10-1 F.c. MASTER SUITE m 4 RR2880 • B.C. P�0 3 V 0' B.C. C r I WARDROBE WARDROBE ^. I 1 - . Ic O BEDROOM#3 3 p I-C. VJC 10 1 F.c. ia80 MASTER SUITE BEDROOM#3 I MASTER SUITE e EE T 61•F.6 „1 c I 01FC 8 2 6 LA\' I I I 880 4 3 9ATI1 2 2880 9 8 . WARDROBE I WARDROBE 919 \ ry F.c i O o ECH. 3 I M 1"F.F.B. i LAV MECH. 3 BEDROOM 43 ASTER BATH LAUNDRY ASTER BATH 35 \ LAU- tAV - 3 - PR2880 33 EVATOR A1r[r`_- +T■ ■r'l ri=-. O 10 2080 3 O 2080 3 31 Bush f V!h I ee!... 31 1 ELEVATOR aV WC 2 uV ELEVATOR WC 2 2 1800 VALLEY VIEW LANE#170 MASTER BA 2 ASTER BAT -17' FARMERS BRANCH,TX 75234 z O 01 F av PHONE:972-333-9455 we 2 We EMAIL:ralph@busharchitects.design 1 w 3 AT.Fc 2 BATH 9 ° 1321 :1WC ❑ 4 2&80 2880 2680 9 I 2 266° 1 J ISSUE LOG 37 3 3 31 DATE DESCRIPTION 4 BEDROOM#3 �� BSS EDROOM#3 2/11/201 DD1 5 ^ MASTER SUITE 101 Fc ELEVAT 9 10`F ELEVAT R 1/08/201 ZONING EXHIBIT 10 1 F.c. 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STRUCT. — — — — - — — — - — — — — - TP EIM�M� T.P. STRUCT. STRUCT. TP. sTucco STONE TP - - _ - — STRUCT. - STONE STONE i _ - STONE STONE STONE STONE u o LQ I L17- F.F. 02 LEFT SIDE ELEVATION 01 CORTEZ/NORTH ELEVATION w SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" � Q Hw Z000 PALERMO BLEND TERRA COTTA TILE ROOF THIN STONE T.P. TPT.P. PER FIRE CODE — — . . T.P. m THIN STONE THIN STONE PER FIRE CODE PER FIRE CODE i BRICK ` nBRICKO O - C PALERMO BLEND STUCCO STUCCO TERRA COTTA TILE STUCCO STUCCO PALERMO BLEND TERRA COTTA TILE ROOF ROOF REF. TD. TD NREF. REF. T.D. TD REF. STRUCT. T.P. — — — T STRUCT. STRUCT. T.P. — - — — — STRUCT. THIN STONE THIN STONE " i BRICK ` - BRICK +� STONE _ THIN STONE O - - - - - PER FIRE CODE - - PER FIRE CODE THIN STONE _ PER FIRE CODE O C) c:) PER FIRE CODE REF. T.D. — — — — — — — — — — — — — TD. REF. REF. — — — — — — — T.D. REF. STRUCT. T.P. — — — STRUCT. STRUCT. T.P. T.P. 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ISSUE LOG DATE DESCRIPTION 11/19/17 DDI 01/08/2018 ZONING EXHIBIT 01/15/2018 CDs 04 REAR ELEVATION 03 RIGHT SIDE ELEVATION SCALE: 1/8"=V-0" SCALE: 1/8"=V-0" SCALE 1/8" = 1'-011 DATE z 01/15/2018 O Q � SHEET Lu J A3 .01 W Ord 847 � z z �u �zc apCz70 �wy�pviQ oo4.Wmwx°Fz7 U�gq¢x�Fwooa 'r x w d w w Z x rn F�� aw`"CF w°1z°Oww �u a U F F O O �°x3ypvwi° 0 C �Fmw02o:UrxFFOC wgix�Na � q ij aw.wQwQzd3� ww w z 'm � ww qa? w �,dxN a O FWxz woxo o` axoow Uwa ¢a� �Q�""�WFoagm PALERMO BLEND o=� oo�33N TERRA COTTA TILE ROOF •� z �wi�� Ha orooggz�� c W 1. O ^a°axzaadwo� ¢Fax uPALERMO BLEND ONE wgzq�� ooxo F TERRA COTTA THIN STONE w° A o W g W c T F — — TILE ROOF PER FIRE CODE TY, x 5 o o A 4 Fr o A STUCCO STUCCO STUCCO U1 a m p o ti =H w ❑ ❑ �q Wo o� �c"Uz�wzzcw CQ ad0Wod �]�x THIN STONE zPzo�°z5d wwgz i PER FIRE CODE i d d g ti w F 0El � 0 I'zo�¢3¢zr,°aa d Q w H STONE ¢ w xoax STONE STONE STONE u¢wAa REF. T.n. nn o nn In _ _ _ _ T.D. wzq� a� a�Owz� STRUCT. T.F. da — — — — — T.F. REF. 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ISSUE LOG DATE DESCRIPTION 11/19/17 DDI 01/08/2018 ZONING EXHIBIT 01/15/2018 CDs 02 SOLANA ELEVATION SCALE: 1/8"=V-01' SCALE 1/811 = 11-011 l U) DATE z 01/15/2018 O F- j SHEET w A3 .02 J W Ord 847 � z �uz �zc apCz70 �wy�pviQ z4 cu) 7 U�gq¢FFwooa 'r x w d w w Z x rn F�� aw`"CF aaizpOww �u a U F F O O dOU C) �Fmw02o:Urx FF OC �¢ OR a.c7a wgix�Na � q ij aw.wQwQzd3� ww w z 'm � ww qa? w �,dxN a O F z woao p aooU xoow Uwa ¢a� �Q�""�WFoagm PALERMO BLEND �a�a P a" -1 K TERRACOTTA zwmvSj�a�z�¢x� TILE ROOF U �gN�gN ¢ arooggz��oc W 2UCj¢wCFjdw�l- •P7 F U -4 V waxz,,xZmFF ¢zwazdFa xo� u w¢�oBM�x°oao q F c7 F PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILE ROOF ww 0 w q o W= �q q�c A"�2 E w w,�'d� z ...�7�yy{ am8O 18�OF^F�j� T.P. T.P. 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T.P. — — — — — — — — — T.P. STRUCT. Bush Architects _ - STUCCO OVER 1800 VALLEY VIEW LANE#170 BRICK ,--i FARMERS BRANCH,TX 75234 ' BRICK BRICK PHONE:972-333-9455 EMAIL:ralph@busharchitects.design STUC STUCCO STONE STUCCO STUCCO STUCCO STUCCO STONE STONE STONE F.F. F.F. F.F. F.F. ISSUE LOG STUCCO OVER BRICK STUCCO OVER DATE DESCRIPTION BRICK 11/19/17 DDI 01/08/2018 ZONING EXHIBIT 01/15/2018 CDs 03 PARTIAL SIDE ELEVATION 02 LEFT SIDE ELEVATION SCALE: 1/8"=l'-O" SCALE: 1/8"=l'-O" SCALE 0 1/8" = 1'-0" DATE z 01/15/2018 O Q � SHEET w A3 .04 J W Ord 847 _"4:. :.fir— - E�;: t •_ � �y`:.- � �--- � - � _•� - -.;� i.� �. t�` �. '.off" _ •'M'`�•_ ___— _ _ � � __ :.� .. 4�.... - �',_� � � u .:� •'!I. f'.i`•4� 4+�'.� a �= tib-- _ _�__ �,_.. --_ �+=_ �____ `i_r '- Vit... 1 .1. 1 Kt� = Wr _ _ - `✓l�s��:rte.--.�"��-- -� :��-='tf��.--S�:a�ar..'--'� �O4'.._ _ -' }��.p'� _�- r . - _ --- -- - — ._•rte- ��.��_� ^i Tf-rte �`._ - .. - .- �� Ord 847 l 1 � " '� pt iia','•'! 1 'F . 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F lir fir' 1�-�_ �r 'M• .r -rr +• 4' +ice Aw limp ■ Star-Telegram MEDIA Arlington Citizen-Journal I The Keller Citizen i La Estrella Mansfield News-Mirror I Star-Telegram Northeast I Weatherford Star-Telegram star-telegram.com 1808 Throckmorton St.I Ft Worth,Tx.76102-6315 1800.776.7827 AFFIDAVIT OF PUBLICATION Account!t Ad Number Identification PO I Amount Cols Depth 603646 0003548762 TOWN OF WESTLAKE ORDINANCE NO. 847 A 5496.92 1 41.00 Li Attention: THE STATE OF TEXAS TOWN OF WESTLAKE County of Tarrant 1301 SOLANA BLVD BLDG 4 STE 4202 Before me,a Notary Public in and for ROANOKE, TX 762627940 said County and State, this day personally appeared CHRISTINE LOPEZ, Bid and Legal Coordinator for the Star-Telegram, published by the Star-Telegram, Inc. at Fort Worth, in Tarrant County,Texas;and who, after being duly sworn, did depose and say that the attached clipping of an advertisement was published in the above named paper on the listed dates: TOWN OF WESTLAKE ORDINANCE NO. 847 AN ORDINANCE OF THE TOWN OF WESTLAKE APPROVING AN AMENDMENT TO ORDINANCE 2 795, COMMONLY KNOWN AS Insertion(s) ENTRADA BLOCK I,FOR AN AP- PROXIMATELY 1.022-ACRE Published On: • PORTION OF PLANNED DEVEL- OPMENT DISTRICT 1, PLAN- March 01,2018,March 02,2018 NING AREA 2 (PD1-2), ESTAB- LISHED BY ORDINANCE 703 FOR THE PROPERTY GENERAL- LY LOCATED SOUTH OF HWY 114, EAST OF DAVIS BOULE- VARD, AND NORTH OF SOLANA BOULEVARD, COM- MONLY KNOWN AS WESTLAKE ENTRADA; PROVIDING A PEN- ALTY; PROVIDING A CUMULA- TIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PRO- VIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFEC- TIVE DATE. SECTION 5: Any person violating any of the pro- visions of this ordinance shall be deemed guilty of a misde- '\ meanor offense and upon con- viction thereof shall be fined in a sum not to exceed Two Thou- (Principal Clerk) sand Dollars ($2,000.00) for each separate offense. A sepa- rate offense shall be deemed SUBSCRIBED AND SWORN TO committed upon each day, or part of a day,during which a vi- BEFORE ME, THIS 8th day of olation occurs or continues. PASSED AND APPROVED ON March in the year of 2018 THIS 26th DAY OF FEBRUARY 2018. 1,3-..4.1\Q,\ Notary Public-Deborah Bay or DEBORAH JEAN BAYLOR �,PPY•Prg�% Public, State of Texas ,2; �wNo Commires 10 29 2019 N•.�,�Q= m .Exp ��TF Notary 10 13042344-2