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Ord 779 Approving the Entrada Restaurant Row Planned Development Site Plan TOWN OF WESTLAKE ORDINANCE NO. 779 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PLANNED DEVELOPMENT DISTRICT(PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2),ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9-acre tract of land known as Planning Area 1-2 (PD 1-2),bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayl 14 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region,the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning &Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations for PD1-2, now commonly known as Westlake Entrada; and Ordinance 779 Pagel of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission(Commission) whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). b) All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 779 Page 2of8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Town Council. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliper Italian Cypress in the planters. f) Solid waste collection area(s) will reflect a"shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1. PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2. Construction Drawings submitted along with an application for a Building Permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3. The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking(surface, structured parking, shared parking agreements, or some combination thereof). SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. Ordinance 779 Page 3 of 8 SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2016. 4 -- ATTEST: Laura Wheat, Mayor Kelland Q Town Secretary Thomas E. Br T n Manager �N OF Wfi APPROVE101, TO rn L. ton L w , o Attorney TFk A,S Ordinance 779 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Restaurant Row PD Site Plan Ordinance 779 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Legal Description of PD1-2 District 85.9 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS—SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with"Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlake/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non- tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a '/2 inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/2 inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a '/2 inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a 1/2 inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a %2 inch iron rod found with Graham cap at the beginning of a curve to the left having a central angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 779 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees 11 minutes 58 seconds West a distance of 190.50 feet to a %2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a '/2 inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non-tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/2 inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a '/2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a %2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Ordinance 779 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a '/2 inch rod found with"Huitt- Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with "Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter& Burgess" cap found at an angle point in the west line of Lot 2, Block l; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 779 Page 8 of 8 W A A : ) A RUN 0 0 O I N 00 O O Z L1 U W W 0 M O I NO 1111 Z Q Q W ry Q n Q ry Z W W D SIT AN ACKAuk FOY J W SHEET INDEX OW OTS No. Sheet Title 2A00k 3 OC K C R STAURANT R ® C1 COVER SHEET C2 KEY MAP C3 SITE PLAN A1 —A4 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN & DETAILS MARCH 2016 C4 GENERAL NOTES C5 PAVING PLAN C6 PROPOSED DRAINAGE AREA MAP C7 GRADING PLAN N C8 WATER, STORM, DUCTBANK & SEWER PLAN I AMERICANCENTURION Cg EROSION CONTROL PLAN TROPHY CLUB o o DEVELOPER: ° a �F CREW �� �'� C)BOB JAMES Medlin ti1CA00s CENTURION AMERICAN �5� Cemetery Golf Y o E�� ( J� Course < a o 1800 VALLEY VIEW LANE, SUITE 300 0 SJNc'�TROPHYG� FAIlay SEMINOLE c? FARMERS BRANCH, TEXAS 75234 `�F�°9 T�,�AGF FRESH o 0 114 GO" ppm r MEADOW Cow z S�G N 4 INVERNESS W _ n x U) \ [o\6� J Y rm I Q I <a z y J W WESTLAKE n INVERNE I-- 0 N m NI `�MOORELAND c Cie-r KING V) SITE c a ai o 114 Cr 0 DEVELOPER: gJ° a SOLANA rn o 0, The Mooreland Funds g Mooreland Development DOVE ROAD o r,��9 1800 VALLEY VIEW LANE, SUITE 300 y�F MI FARMERS BRANCH, TEXAS 75234 ��°°a Q MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. 3 TEL: 214.287.9009 �,< 300 N. FIELD STREET 2595 Dallas Parkway, Suite 204 CONTACT: MIKE BEATY VICINITY MAP DALLAS, TEXAS 75202 Frisco, TX 75034 (NOT TO SCALE) TEL: 214.347.7069 Tel: 972-464-4800 • www.browngay.com CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 a Copyright 2016 al 7 THESE E ISSUED FOR THE PURPOSE OF PRELIMINARY =, REVIEW AND ARE NOT INTENDED • ' — _, FOR CONSTRUCTION. WHEN ISSUED IN t" +^ FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. TOWN OF WESTLAKE Z o - - z �„.-� i RESPONSIBLE ENGINEER: C15N _ - .+ BROWN & GAY ENGINEERS, INC. 3 VILLAGE CIRCLE TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w I x FIRM F-1046 zw SUITE 2O2 :.= WILLIAM R. JANNEY, P.E. zN WESTLAKE TEXAS 76262 TEXAS REGISTRATION NO. 108663 w I TEL: 817-430-0941 MARCH 10, 2016 APROVED j �--- -, r- _ - 7-- TI TLE 06 In zu DATE Oa_ ..�F m c� Ordinance 779 TROPHY CLUB o o J 0 J CRE`O���O�� 0BOB JAMES Medlin MEADp Cemetery Golf Y J Course J o SV TRppHY 2 Allayq SEMINOLE v n�Q �Q VI�Cq Y w= = o FF 9 O �p GF FRESH MEAD N ma m �' Q 114 °° oti w z S a INVERNESX I Y Q J Brown & Gay Engineers, Inc. WESTLAKEINVERNE y� = 2595 Dallas Parkway, Suite 204 � n � o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 G Contact: Will Janney or"" ITE 0 Tel: 972-464-4835 0 114 Copyright 2015 a SOLANA 0 nor DOVE ROAD Cys 9 0 X00 srq rF h \ wv 114 VICINITY MAP NTURION AM \\ � (NOT TO SCALE) DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 / ANDpRRA Contact: Michael Beaty y�y Tel: 214-287-9009 / -_ o _ MOORELAND Engino*rrnq Developrnant • Co 46 RoN y \ / Q y LU Q %o B DRILL ,� \\� Q O D Z❑N E TARRAGONq \ �� 3r (n O \ 0 - Horizontal Scale: N.T.S. O U Z W U SITE a Z Q Z W C:) LL N � - a _ o \\\\ \ Z - \ W W W m v Z U) Uj - ��\ w 04 Z z 04 \ \ _ ED OF,S / \ \ \ \\ \\ V �( \ \\ THESE PLANS ARE ISSUED FOR 3 \\ .O _ — • 1! O� / \ \ \ \ \ \ ° THE PURPOSE OF PRELIMINARY \\ 7A f� �\ \ \\ Q, REVIEW AND ARE NOT INTENDED Q \ �� \\ <0 F I \ FOR CONSTRUCTION. \ \ WHEN ISSUED IN FINAL FORM THEY WILL BE E o I \ \ SEALED, SIGNED AND DATED. \ 11 . <O > \ — _ _UG RESPONSIBLE ENGINEER: w BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 a WILLIAM R. JANNEY, P.E. I I o • 00 D s /I OC�FOC—/ xx TEXAS REGISTRATION NO. 108663 I 1 Q �F MARCH 10, 2016 17N � A� CAUTION 11 o I � II �� �� • G� �� Contractor to Verify exact location `o �� • / o & Depth of Exist Facilities Prior to any Construction Activities w� CAUTION 1I1 ! CONTACT: 1-800—DIG—TESS Vy / 48 HOURS PRIOR TO CONSTRUCTION i \ D / / \ REVISIONS \ / / \ \ REV NO. DATE DESCRIPTION CZ j o in LEGEND ® \ \ DRAWN BY: Ld BLOCK NAME CHECKED BY. DATE: \ \ PROJECT NUMBER: 0 \\ ��\\\ \ Sheet No. 1-1 Z 0 T GRANADA \ �� \ \ KEY M A P w . \ \ 3N \ Z , \ ® \ \\ LU 06 v a \ V Z� C2 oa �� Ordinance 779 TROPHY CLUB o o d OVERALL LEGEND J cRE�`���° °��� >1JAMES .� 5 BOB pJ �\�5� Medlin MEgOO� � �� FH Cemetery Golf Y ♦ PROPOSED FIRE HYDRANT gERS�SEtROPHY p�JFq/�CourseSEMINOLE <T - o P r l�1gGF FRES m� so o (n SSMH PROPOSED SANITARY 114 °` �'ooti r HMEADotI Ld Z A • MANHOLE s1'G N d� INVERNESS a '� I W 1 ` o=�m Q Brown & Ga Engineers, Inc. /4 C� PROPOSED STORM INLET <o s -I y g I WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 0-0 PROPOSED STREET LIGHT I a o Frisco, TX 75034 6J EXISTING TRANSFORMER Tel: 972-464-4800 • www.browngay.com I e LS PROPOSED LANDSCAPETBPE Registration No. F-1046 Contact: Will Janney (D--o EXISTING STREET LIGHT o SITE 114 Tel: 972-464-4835 J e / ° I o Copyright 2015 JG EXISTING GAS METER L Horizontal Scale: 1 " = 20' ¢ SOLANA /J Q ° ❑E EXISTING ELECTRIC MANHOLE Oto�Gr e ° 0' 20' 40' J � EXISTING SIGN DOVE ROAD n�sT J �9 I / O FHS a J d e 'd EXISTING FIRE HYDRANT ooa V) I ° ° ° ° e ° d 4 - - VICINITY MAP �V4 e e° � / / \ J J (NOT TO SCALE) DEVELOPER CENTURION AMERICAN \ e ° ° 10 °\ ' _ 1800 Valley View Lane, Suite 300 J d 14SIDEWALK \ e _ _ Farmers Branch, TX 75234 ° e ° ° Contact: Michael Beaty Tel: 214-287-9009 J d / ° � d d / J J ® ° / lop- \ ° ° e d MOORELAND \ ° ° engineering . Development • Construct,or, d e � d d d \ WATER ° ° q1-1 d d / EASEMENT dJd ° �1,3 - e d d ° _ ° ° ° F'YjWATER e X EASEMENT 14J .3, I J C4° J ° Q W ^ e d J V Q BLOCK J; ° II J \ `� /J da V I ° ° p J ° ° d ° Z o ° ° C5 ° ° c6 /d Q O \ 0.583 AC. ° 17 � i., � d J ° I 25,376 SF J e ° e I I _ 15.2' J ° © d a ° J J ° d ° � L.L z O DENSITY-0,59 88.2' ° 'J I ® ° ° U W U I :: _ J R 30' R 1.5' Q I- W Q I 61.5' ° I I I C--]1' 9 2 e U Z ° RESTAURANT RESTAURANT '� ° e Ij I � � ° ' L � � °° J � ° d " a - d z z w o � 2,023 S6 I E� ° ° C� G Z Q z Q � T 86.7' 5,920 S6 a 55' WATER 10' Q Q N Q FFE=629.00 I I 0.670 AC EASEMENT SCREENED � � c� ,1-5 2 � 4 1 ° , I 29173 ST ° Q W DUMPSTER V J 103.6' FFE=629.00 ° DENSITY-0.43 ° � QLLJ LU ,J PER DESIGN FFE=629.00 62.3 GUIDELINES R1 ° J ,` I I J ° ° ° 89RESTAURANT .5' 102.3 SCREENED DUMPSTER & 2i ~ LU Q Z Q ' -s: i ' LLI L5 �I I 5 > -: .. TRANSFORMER PER DESIGI Q w ~ V) m U) R25' 10 II` III_ li ��I,Ik" _. 'i�I 17.7 020 S 1 .9 �L II II IliiI[� , 6',JT GUIDELINES Z 1 1 W SCREENED - LJJ Uj TRANSFORMER _ - - - �- � °/J FFE=630.00 ° o ° - RESTAURANT ,J PER DESIGN / - IJ ° a ° 64.1' 4,026 S6 EASEMENTELECTRICALL' GUIDELINES FFE=629.00 ° °° 184.8 I ,:= FFE=631.00 13.6' O J ° FFE=631.00 Z ° - - - d Q LLJ RETAINING ❑T oo- a ° \ J N -L7 d J L22 J ° ° J ® cs U O ELECTRICAL J WALL - / ° EASEMENT J ° ° s d ° d J - - 20.7' ° ° ° 106.9' 0 5 22.4 $, ° �(J L2� SANITARY J i Je 4 d ° SEWER '° , RETAINING, d \ / ': Q THESE PLANS ARE ISSUED FOR / �^ �^� I ° d EASEMENT ° d ° THE PURPOSE OF PRELIMINARY 6.4' /Je WALL /S J ° �19 ° � _° 67.7, REVIEW AND ARE NOT INTENDED 3 17.9' ° J e d ° L10 ° d o ` WATER ° J d , e e e /J J a FOR CONSTRUCTION. WHEN ISSUED IN �I EASEMENT ' ° J ° J ° ° ° d ° ' %J e ° 'J ° /J ° ° d ° d - _ FINAL FORM THEY WILL BE Z RETAINING a 'J ° d _ e d ° \ �0- J SEALED, SIGNED AND DATED. INFRASTRUCTURE e X11.4 4 A4 D d ° e WALL PEDESTRIAN BRIDGE ° o'r0 RETAINING d W 4' e J ° SANITARY ° ° WALL ° RESPONSIBLE ENGINEER: �I \'� ` ° ' `' SEWER e ° ° ° ' J / e BROWN & GAY ENGINEERS, INC. _ ° ° ° I ° ° d ° d / e ° QJ ° e TEXAS REGISTERED ENGINEERING e EASEMENT �� 8 FIRM F-1046 A d O /y I ° ' / WI d G ° ° d e ° /J d WILLIAM R. JANNEY, P.E. - d d I ° ° d/ d0 l!"Jt' TEXAS REGISTRATION NO. 108663 U, e ' ° /9 J J ° ° MARCH 10, 2016 L ° d d I ° d/J e NI ° /J e A' I ° ♦ J a ° d d ° d `N� . CAUTION . . INFRASTRUCTURE VA e 'J ° J d d ° ° / °'J -'� RETAINING e/° e �� ,� ° Contractor to Verity exact location N ° ' e ' J ° _/ -'° ° ° CHAPEL BRIDGE y e ° e ° ° e ° e ° m ' d ,� WALL ° ° ' & Depth of Exist Facilities Prior to d e any Construction Activities CO p' O ° J CAUTION III ° e e ° o J CONTACT: 1-800-DIG-TESS o < J ° e ° d e ° ' , ' 48 HOURS PRIOR TO CONSTRUCTION I d d° e / J dd d d d ° o44 d REVISIONS °/ J d d % 9 ° ' ° °,J° A'/ REV N0. DATE DESCRIPTION I C 4 /e° a /J d° JO/Q o / ° \ C O 7 O WESTLAKE ENTRADA LINE TABLE LINE TABLE INSTRUMENT #D216027206 Line # Direction Length Line Direction Length NOT1SALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS al L1 N58° 32' 40.00"E 24.61 L13 N71° 27' 20.00"W 26.69 EXISTING FOR THIS PLAN SET. DRAWN BY: oI 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS ° L2 S71° 27' 20.00"E 39.28 L14 N81° 27' 20.00"W 93.67 OTHERWISE NOTED. Uj 3. PARKING PROVIDED IN PARKING GARAGE ON GAS PAD SITE. CHECKED BY: �I L3 S10° 24' 34.37"W 54.05 L15 N8° 18' 27.29"W 92.63 SEE GAS PAD SITE PLANS FOR SHARED PARKING COUNT. 4. THERE IS NO DRIVEWAY OR PEDESTRIAN LIGHTING WITH L4 S2° 44' 46.17"E 22.71 L16 N57° 23' 00.26"E 2.07 CURVE TABLE THIS SITE PLAN. ALL LIGHTING WILL BE INCLUDED WITH DATE: ARCHITECTURE PERMIT PLANS. L5 S87° 15' 08.74"W 5.27 L17 N49° 13' 20.52"E 40.77 Curve # Length Radius Delta Chord Bearing Chord Length PROJECT NUMBER: L6 S2° 44' 51.26"E 28.11 L18 S69° 27' 20.00"E 131.06 C3 115.63 132.50 50.00 N83° 32' 40"E 111.99 TBM1 - "❑" Cut in median nose located 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 Sheet N O. Uj L7 S87° 15' 08.74"W 19.51 L19 S74° 27' 20.00"E 66.59 C2 29.27 25.00 67.09 N25° 00' 05"E 27.63 Z o TB - "I]" Cut in median nose at intersection of Davis Blvd. and Bull Way. (n DEVELOPER OWNER SURVEYOR/ENGINEER Elev. SITE PLAN wI L8 S2° 44 51.26E 4.99 L20 S84° 57 49.67E 63.35 C1 59.78 60.00 57.09 N20° 00 05 E 57.34 Lu z~ CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. L9 S69° 03' 38.79"W 42.27 L21 S2° 44' 51.26"E 4.55 C4 29.23 167.50 10.00 N76° 27' 20"W 29.20 TBM3 - "El" Cut in median nose at intersection of Davis Blvd. and Bear Way. Z500 West 7th St., Suite 1800, Fort Worth, TX 76102 Elev. 683.26 U 0 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. Tel: 817-887-6130 • www.browngay.com L10 S86° 54' 08.87"W 78.47 L22 N87° 15' 08.74"E 2.00 C5 46.11 167.50 15.77 N89° 20' 32"W 45.97 J Framers Branch, Texas 75234 9 Village Circle, Suite 500 TBPE Registration No. F-1046 TBM4 - "El" Cut in median nose located -600 feet east of intersection of Davis Blvd. coN Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 L11 S76° 32' 40.00"W 132.10 L23 S2° 44' 51.26"E 47.59 C6 21.98 25.00 50.38 N72° 02 24"W 21.28 and Dove Road. Elev. 648.47C3 Z Telephone: (214)-287-9009 o a PL12 N48° 32' 40.00"E 103.19 L24 S8° 32' 40.00"W 49.92 C7 58.03 60.33 55.11 N74° 24' 15"W 55.82 �", M61111 Ordinance 779 n ••r •'. - - y� • r' ''F Cie ¢" ,,fir :�'*•° ,. �' OR� A _ , :. ,�.,• � ��,� .� r jr ,��. � _ y" � tea, � � °�' _ - � � s FP7— pr In 0 MIMMEN - w r : M ` r r y � s — i - _ Yr , , MM _. -r - .. � . . .�� i• i � .� .. � ,.��,it - '.A a All _ r r P � - t , o a � � _ T' � � � ➢�'.. _ - - k,4 `'^x'4'1 " K.0 i JIM ,I Kullr *16 , • , _ , � ' eta•• r � '• �' �i�', r � i. - � 1}l _ _ a e. _ r s vw-- - B ilF- TV , r h u 4 - R7 -- IL F _- dw -A*4 Aummillw- 7110 41 fb WES TLAKE ZEZ== IL " �d - : _ . 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WEST ELEVATION SCALE: 1/8" = 1'-011 CLAY MISSION TILE ROOF TERRA COTTA HEADER WOOD SHUTTERS NATURAL STONE HEADER HAND TROWELED STUCCO CAST STONE CAP CAST STONE TRIM NATURAL STONE VENEER NATURAL STONE TRIM --;,' WROUGHT IRON RAILING NATURAL STONE TRIM l WROUGHT IRON RAILING RIVER Li Li Li Li Li Li u Li Lj a, BEL A, 1�7 2015148 WEST AKE 03.10.2016 EAST ELEVATION SCALE: 1/8" = 1'-0" ENTRADA RESTAURANT ROW PEDESTRIAN BRIDGE ELEVATIONS Ordinance 779 m CENTURION AMERICA N architects v a � M a \ O m e r r i m a n I , associates �. architecture-planning -- - - � — � — 3 LEU FEU=O�\ \ .qR O / interior design DECORATIVE G q CONCRETE O/v 300 N. FIELD ST P3 (3)PLANTERS 3 LEU FEU �. • I}, DALLAS,TEXAS 75202 C _ 214.987.1299 QUE VIR Imo_ � / 214.987.2138(FAX) A�\ �� 3" CAL. i j P-3 (3)PLANTERS ,p� DECORATIVE CONCRETE 00 NOT FOR 1 CUP SEM y / 4 QUE VIR CONSTRUCTION 35 1 ROS OFF 3" CAL. PLANTER P' r DSC 60" SQUARE � 6 LAN MON 2 LEU FRU �- LAN MON 6 AQ�,PJ�T& (3) PLANTERS e� y \ GRAMETTE (TYP / P-, 15 ROS OFF L TREE LEU FRU 3 LEU FRU 1 � O� 9� OF 17) PLANTER y 2 1 LEU FRU P-2 (3)PLANTERS � 2� QUE E VIR 3" CAL. Ul 2202 00 �z.r CUP SEM 3 DECORATIVE OST PLANTER � MUH CAP 5 5 ROS OFF CONCRETE i 1 LEU FRU LAN URT 14 ILE VOM 3 O � CUP SEM 3 (3) PLANTERS P-2 PLANTER LEU FRU 3 Pz PLANTER PZ - MUH CAP 5 LEU FRU 3 PLANTER I NAS TEN 8 3 LEU FRU HES PAR 1 „ I■ �''I 1 ULM PAR CUP SEM 1 HES MO e� CHI LIN 2 5 CUP SEM ROS OFF 5 3" CAL. 131 PLANTERS P-3 ROS OFF 5 131 PLANTERS LEU FRU 3 LEU FRU 3 (3) PLANTEla terra studio LAN MON 88 PLANTER P2 PLANTER P-3RS P3 `"' 1 ULM PAR '�O• PAR 1 L = LEU FRU HES 3 13 3 L MUH CAP ROS OFF 5 P F) 3" CAL. landscape architecture / NAS TEN 7 EU FRU 1 EU FEU LEU FRU 13 : PLANTER P-3 (3)PLANTERS 3 LEU FEU 3" CAL.QUE SHU 1 � urban design-planning ' P 3 P-, 2700 swiss avenue—suite 100 NAS TEN PLANTER LAN MON6 P-3 (3)PLANTERS 8 � 18 LAN MON I3) PLANTERS daces,texas -7e204 214.749.0333 LEU FRU 1 1 1 011 LAN MON 18 www.laterrastudio.com / MUH CAP 9 3 CUP SEM P (3)PLANTERS CHI LIN 1PLANTER P-, 1 LEU FRU LAN MON 6 \ 131 PLANTERS P-3 5 MUH CAP ILE VON 7 PLANTER <,,� �- LEU FRU 3 P3 4 LAN URT / DECORATIVE 12 LAN MON O O O O LfM/�F LAN URT 4 CONCRETE � � F" 21 (3) PLANTERS P-3 P- PLANTERS � � � � �� PLANTER P-2 LEU FRU € 1 YUC FIL 7 � HES PAR 1 / ILE ROS OFF 5 O �-_ O O O O O O � o_-- - DECORATIVE � -L-j——0——� � CONCRETE ` � � —_cj ULM PAR 1 / 0000 NAS TEN 11 6 LEU FEU 3" CAL. Oi QUE VIR 1 DECORATIVE 0 3" CAL. O O� 5 ROS OFF CONCRETE P3 161PLANTERS LAN MON 1 61 (3) PLANTERS P-3 1 LEU FRU 3 LEU FEU LEU FRU 3 P-2 PLANTER P-3 (3)PLANTERS � 3 LEU FEU QUE SHU 3 P-3 (3)PLANTERS 3" CAL. DECORATIVE CONCRETE l l 111111\���� � ■ LANDSCAPE PLAN NORTH D O01 j = 0 10 20 30 40 60 MATERIALS LEGEND PLANT LISTSCALE IN FEET: 1"=20'-0" W 00 CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS y PLANTS PER PLANTING PLAN V`; CONCRETE 2" LAYER of � PLANTS PER PLANTER:LANDSCAPE ELEMENTS: CANOPY TREES DG MULCH L-4 .• PLANTER: PLANTING PLAN�� P_1 36" LENGTH X 36" z COMMON BOTANIC DRIP IRRIGATION N 32 LENGTH X CONCRETE 2" LAYER OF L-4 WIDTH X 24" PLANTING MEDIUM: QNTY. SYMBOL NAME NAME SIZE NOTES UNDER D.G. MULCH ° 32° WIDTH X _ PLANTER: DG MULCH HEIGHT I ' I Q L-1 W PLANTS PER 48"LENGTH X 48" COLOR: 48" HEIGHT � P-2 DRIP IRRIGATION P-3 PLANTING PLAN �� WIDTH X 30" PALOMINO / Z 3" CAL. CONTAINER GROWN, FILTER FABRIC COLOR: TERRA UNDER D.G. MULCH �, LARKSPUR BY V PROFESSIONAL BEDDING MIX (LOCATED IN INGROUND PLANTING BEDS) 1 1 QUE VIR LIVE OAK QuercusHEIGHT SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY 10'-12' HT., 5 SPREAD COTTA 10134 2" LAYER OF L-4 = LANDSCAPE virginiana MATCHING LARKSPUR BY DG MULCH N COLOR: ADOBE FILTER FABRIC CONTACT: LORA HINCHCLIFF; 214.673.3341 LANDSCAPE -- 61078 FORMS ° DRIP IRRIGATION � LARKSPUR BY 1" IRRIGATION LINE •° N INSTALLATION: PER DETAIL 04 THIS SHEET 4 QUE SHU RED OAK Quercus 3" CAL. CONTAINER GROWN HT. & FORMS PLANTER + 5" CAL. SPREAD PER INDUSTRY 1" IRRIGATION LINE UNDER D.G. MULCH LANDSCAPE 3"THICK LAYER OF L 2 SOIL MIX z STANDARDS, MATCHING 3"THICK LAYER OF FILTER FABRIC TO shumardii FILTER FABRIC ° FORMS WASHED,ANGULAR � L-2 PLANTING MEDIUM: WASHED,ANGULAR L 2 PLANTER GRAVEL FOR DRAINAGE CONTAINER GROWN HT. & GRAVEL FOR DRAINAGE SOIL MIX 1" IRRIGATION LINE �2 PLANTER SIZE: 1" MAX. COVER GRAVEL 3 ULM PAR LACEBARK Ulmus SOIL MIX o " SAL-' SPREAD PER INDUSTRY SIZE: 1" MAX. FILTER FABRIC TO 3"THICK LAYER OF SEAL/WATERPROOF - DRAIN. CONNECT LU PLANTER MIX (LOCATED IN ABOVE GROUND PLANTERS:P-1, P-2, P-3) ELM parvifolia STANDARDS, MATCHING COVER GRAVEL WASHED,ANGULAR ALL PENETRATIONS TO SS (REF. CIVIL) SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY SEAL/WATERPROOF ALL GRAVEL FOR DRAINAGE IN PLANTER TO AVOID + PENETRATIONS IN PLANTER DRAIN. CONNECT FILTER FABRIC TO PAVING BELOW O Q CONTACT: LORA HINCHCLIFF; 214.673.3341 SIZE: 1° MAX. ° LEAKAGE TO AVOID LEAKAGE TO SS (REF. CIVIL) -"-"_ - ---� COVER GRAVEL (REF. ARCH.) INSTALLATION: PER DETAILS 02, 03, & 06 THIS SHEET ORNAMENTAL TREES (VERYIMPORTANT) (VERYIMPORTANT/ �■■ J PAVING BELOW SEAL/WATERPROOF ALL DRAIN. CONNECT _ DIA. DRAINAGE PENETRATIONS IN PLANTER 2" DIA. DRAINAGE-- 2" QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES (REF. ARCH.) To AVOID LEAKAGE TO SS (REF. CIVIL) HOLE IN PLANTER L-3 STEEL EDGING: HOLE IN PLANTER - (VERYIMPORTANT) — •— PAVING BELOW 1 15 CUP SEM ITALIAN CYPRESS Cupressus sempervlrens 36 BOX 10 HT., FULL TO GROUND IIIIIIi 2° DIA. DRAINAGE =III=111- I (REF. ARCH.) Uj FINISH/COLOR: POWDER COAT BLACK - - =III =III-III ( PLANTER (P-1) NOT TO SCALE W SIZE: 3/16" THICK x 4" x 16' LENGTH 0 3 CHI LIN DESERT WILLOW Chilopsis linearis 36" BOX 6' HT., MATCHING - - - - HOLE IN PLANTER - - (02'1 MANUFACTURER: JD RUSSELL (DURAEDGE) CONTACT: 270.826.7008 800.888.6872 PLANTER (P-3) NOT TO SCALE %�� PLANTER (P-2) NOT TO SCALE - 0 INSTALLATION: PER DETAILS 04 THIS SHEET CO " SHRUBS ORNAMENTAL GRASS & XERIC PLANTS CAST CONCRETE PLANTER: �q3 _ P-1 MODEL: LARKSPUR 24" SIZE: 36" X 36" X 24" HT. QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES TREE PLANT/NG DETAIL LEGEND Z COLOR: PALOMINO 5447 6� 19 ILE VOM DWARF YAUPON HOLLY Ilex vomitoria 'Compacta' 5 GAL. 24" HT., SPACING PER PLAN p OA. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN STANDARD FOR a SUPPLIER: LANDSCAPE FORMS VARIES NURSERY STOCK. www.anla.org CONTACT: LARA MOFFIT 269.337.1309 61 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL. 24" HT., SPACING PER PLAN U INSTALLATION: PER DETAIL 02 THIS SHEET 0 9 HES PAR RED YUCCA Hesperaloe parvifolia 5 GAL. 24" HT., SPACING PER PLAN E AL B0 TREE PIT: WIDTH ER RAT LEAST TWO (21 TIMES THE DIAMETER OF THE + NATIVE SOIL. TREE IN HOLE & REST ROOT BALL ON UNDISTURBED I ' I CAST CONCRETE PLANTER: 7 YUC FIL COLOR GUARD YUCCA Yucca filamentosa 5 GAL. 24" HT., SPACING PER PLAN GROUNDCOVER W Q P-2 LAYOUT; REF. C. ROOT BALL: REMOVE TOP 1/ BURLAP AND ANY OTHER FOREIGN OBJECT; MODEL: LARKSPUR 30" SIZE: 48"X 48" X 30" HT. 34 NAS TEN MEXICAN FEATHER GRASS Nassella tenuissima 3 GAL. 18" HT., SPACING PER PLAN O CONTAINER GROWN STOCK TO BE INSPECTED FOR GIRDLING ROOTS. is ca COLOR: ADOBE 61078 37 MUH CAP PINK MUHLY GRASS Muhlenber illaris 3 GAL. 18" HT., SPACING PER PLAN + PLANT LIST SUPPLIER: LANDSCAPE FORMS g p FOR SPACING OROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED**, FREE FROM MULCH, W Q r� AND AT LEAST TWO INCHES ABOVE GRADE. CONTACT: LARA MOFFIT 269.337.1309 5 INSTALLATION: PER DETAIL 03 THIS SHEET VINEYARD, PERENNIALS, GROUNDCOVER, & TURF _gti> BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER THOROUGHLY GROUNDCOVER SPACING TO ELIMINATE AIR POCKETS. CAST CONCRETE PLANTER: QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE NOTES _ �' ' ' ©za,6MERR MAN ASS�C ATE3I ARCHITECTSINC. P-3 O� e3 "S OFUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE ENDO/ECTO INOCULANT;** REVISIONS APPLICATION RATE PER MANUFACTURERS SPECIFICATIONS. MODEL: LARKSPUR 48 SIZE: 32 X 32 X 48 HT. '1 la " 12 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" HT., SPACING PER PLAN, MATCHING �, COLOR: TERRA COTTA 10134 O HARDWOOD MULCH SUPPLIER: LANDSCAPE FORMS 287 LAN MON TRAILING LANTANA Lantana montevidensGAL. 12" O.C. SPACING, MATCHING is 1 VERTICAL STAKES: 2in. by 2in. UNTREATED #1 LUMBER LENGTH OF VERTICAL CONTACT: LARA MOFFIT 269.337.1309 TOPDRESS MULCH SHRUBS / STAKES TO EXTEND 1 %z TIMES THE HEIGHT OF ROOT BALL.** INSTALLATION: PER DETAIL 06 THIS SHEET 390 ROS OFF TRAILING ROSEMARY Rosmarinus off icinalis 1 GAL. 12" O.C. SPACING, MATCHING PER SPECIFICATIONS; GROUNDCOVER; 2" MINIMUM G n G (� n REFER TO H. O LATERAL SUPPORT: 2in. by 2in. UNTREATED #1 LUMBER.LENGTH OF SETTLED G � �On , I n0 O^�'� �0 LANDSCAPE PLAN i LATERAL SUPPORTS TO BE 1 %z TIMES DIAMETER OF ROOT BALL. GENERAL LANDSCAPE NOTES THICKNESS Z m �^ -�" m OR PLANT LIST FOR q NERg 2 q�gE T (%Ap U ASN pRY�/I& C �/�/g o P�0 o G U P�� . SPACING O�2)each PER VEf LPICAQ STAKEH(8) TOTAL�NNOTE: PRE DRILL NORLS IN TOP OF MULCH G _ � G _ �, I LATERALS & VERTICALS. -� cr i�1/2" BELOW TOP G G �DSTEEIL X OF CONCRETE D. PLAN VIEW LANDSCAPE NOTES: a G -moo= a G moo= EDGING � TREE PLANT/NG NOTES �„ i�,� o rJ, i s; WALK / CURB L G n1 L u G V n1 ADJACENT J. NORTH 1. GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE REJECTED WHEN GIRDLING 1 . PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND ORDINANCES. G `' �� s TURFB ROOTS ARE PRESENT & ROOT FLARE IS NOT APPARENT. 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. SCARIFY " • ' • �• �/ / 'rtJfl � FII,1%T14� / 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. 1 Mr^ F� 1j �1j, 2. FUNGI INOCULANT: CONTRACTOR TO USE MycoApply Endo/Ecto OR EQUAL PRODUCT. o SIDES (1.866.476.7800) www.mycoapply.com 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES. —_ SOIL MIX PER _ I 5. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN PLANTING AREAS AND 1 " BELOW FINAL FINISHED GRADE IN LAWN AREAS. SPECIFICATIONS; = - 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & INSTALL LATERAL 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT, TYPICAL AND UNIFORM THROUGHOUT THE SITE. — iV REMOVE 6" DEPTH SUPPORTS. 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING (L-3). CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS WALKS AND CURBS. ADJACENT = r — - OF EXISTING SOIL III- 4. WHEN CONDITIONS EXIST WHICH PREVENT VERTICAL STAKES FROM 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND CURBS. CONCRETE — L-1 AND REPLACE 0 O FSXTFLNDI 1 %z��MF� �NT� PAATERIA lie. rock), THE CONTRACTOR PROJECT NUMBER: WALK WITH PREPARED 'III III HA LIN ALL A A DE P Al PuuSSIBL 2015148 HARDINESS ZONE; NATIVE SOIL MIX (D-1) _ 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN IN PLAN VIEW. (shown ISSUE: SOIL III=III III=III III III left) PER SPECIFICATIONS. MARCH 10,2016 1 . WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 1 OF TO 15F ROOTBALL, =1 1 1 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE 8 OR LOWER (SOURCE: MONROVIA PLANT DATABASE, USDA PLANTS DATEBASE) NATIVE DO NOT TILL TO A DEPTH 6. QUESTIONS ABOUT INSTALLATION FABRICATION OF BELOW GROUND STAKING SHEET NAME: SOIL 6" REFER TO LANDSCAPE PLAN OF 12" TO MIX. SHALL BE DIRECTED TO LANDSCAPE ARCHITECT. MIN. FOR SPACING DISTURB LANDSCAPE PLAN IRRIGATION NOTES: 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. 1 . LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. INGROUND SHRUB PLANTING DETAIL NOT TO SCALE TREE PLANTING DETAIL NOT TO SCALE 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND STATE STANDARDS. O1 SHEET: 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN ACCORDANCE WITH CITY STANDARDS. O4 L1.01 GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� cRE� 0� °� �eoe JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEADo� 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�� Cemetery Golf r Y Course MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. v o 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR s� TROPHY o�209 s �Iiavcy SEMINOLE Uj = o b 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ��" �° �o F FRESHMEADON m< m "' APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 °° G� r INVERNESS a X �' w PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. �!L iiiii PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING `i"m Q Brown & Gay Engineers, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTORS ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. - = 2595 Dallas Parkway, Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE INVERNE y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. KING Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER SITE 114 Tel: 972-464-4835 OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. 0 Copyright 2015 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. L e��O CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: o SOLANA ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. <° 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o � TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. _ 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST good vii 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP CENTURION AMERICAN THE CONSTRUCTION. VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER (NOT TO SCALE) DEVELOPER 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Tel: 214-287-9009 Michael e FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48". 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). MOORELAND 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Engine* . Development • Construction 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM 9. ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED < TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. Q ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. W 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. OF LAND DISTURBING ACTIVITIES ON THE PROJECT. rw > 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. V z 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES Q O 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 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL INSPECTOR. OVERALL LEGEND O () z w O 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 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 EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. z z W O 0� 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. SSMHz z MANHOLE CO APPROVAL OF THE PROJECT. PROPOSED SANITARY Q 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. III _j n/ CV � � LJJ..�. 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE PROPOSED STORM INLET 0- (Y Q Ur w 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, SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. W J z Y TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO PROPOSED STREET LIGHT c� �- Uj Q _ Q LLJ J EXCAVATION. SANITARY SEWER NOTES: ® EXISTING TRANSFORMER Q W ~ m 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY z �/ U) j RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING (:)-o EXISTING STREET LIGHT Q W E CONSTRUCTION. Q 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS G EXISTING GAS METER CCL AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, Q LATEST EDITION. z e1i23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. ❑E EXISTING ELECTRIC MANHOLE z THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. W 04 EXISTING SIGN U Q O 0 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. FH ~ FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 4 EXISTING FIRE HYDRANT 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. C, 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 3 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 o SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED of 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. z 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN < 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE N 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)(a)(4)(13)). REFER TO MANHOLEUj Of 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. U) RESPONSIBLE ENGINEER: 0 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. z� TEXAS REGISTERED ENGINEERING a CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 11. NO SERVICES ALLOWED ON CLEANOUT STACK. FIRM F-1046 w 1-800-344-8377 WILLIAM R. JANNEY, P.E. w 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 N 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. MARCH 10, 2016 REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i CAUTION o THE CONSTRUCTION CONTRACT. EDITION. Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT a BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 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 N 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: 1-800-DIG-TESS o LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY 48 HOURS PRIOR To CONSTRUCTION `1 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). i ON PROJECT. 004 g STORM DRAIN NOTES: REVISIONS 0 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 JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. 0 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 o SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: o C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: 0 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT CD WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PROJECT NUMBER: PAVING NOTES: 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL .0 MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. 1-1 z O FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. GENERAL NOTES w ' 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. ZH w3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT >o CONCRETE AND/OR ASPHALT EDGES. QQ 1-1 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW.06 Z ° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS15349OR2 PREPARED BY EWI 0C4 � AND DATED SEPTEMBER, 2015 mo Ordinance 779 TROPHY CLUB o o ° J O � J F' CRE �' BOB JAMES �� pJ �\�5� Medlin MEA00� � ��, - Cemetery Golf �� Y J � Course < o ° ° 0 SJ�S TROPHY 2 FA/ q SEMINOLE �� U 0 �'v �Q V/(1gGY Uj _ =o rn 'J 114 Gp� T�pO'Y YFRESHMEADO`t'i mw z Q Aa- IwFm"Ss I W a x z < Brown & Gay Engineers, Inc. I WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 I a N o Frisco, TX 75034 i ibili ,J Tel: 972-464-4800 • www.browngay.com I TBPE Registration No. F-1046 "'"G Contact: Will Janney SITE Tel: 972-464-4835 J d / v Q I 0 114 Copyright 2015 ° ° J cn J SOLANA Horizontal Scale: 1" = 20' oto DOVE ROAD nes d J �y / v 0' 20' 40' a U ' A v e ° ° e , ° �p0 Vl I e n v d , ° ° ° N ' A 1A A ° ' ° CENTURION AMERICAN 4 VICINITY MAP d (NOT TO SCALE) DEVELOPER ° J ° / \ J v e ° °'J REMOVE 475 LF EXISTING CURB J ,J CENTURION AMERICAN \ INSTALL LONGITUDINAL BUTT JOINT ° _ 1800 Valley View Lane, Suite 300 A / v � I ° J a Farmers Branch, TX 75234 ° –� ° v ° Contact: Michael Beaty ° 'd 8' ° Tel: 214-287-9009 J \ ° / \ \ ° ° e ° J° G /e d ° d d ° ° a / MQQREL�AND° c EXTEND SIDEWALK TO 10' WIDE v ° ° v \ ° v / v J ° e / v `° JA Ztz d n ° a J ° v I a e v v Ili �I ih _ X ° I W _ J /J ° ° ° ° n v ° � BLOCK Cd \ (D / \ 0.583 AC. o I I °d /° Q 111.- Z v d I25,376 SF J ° ° I I J a° 8 ° a J v ° z U) O DENSITY-0,59 f d v ,J I ® ° a J° a O U W U R30' R1.5 < W U Z I f d A ° RESTAURANT RESTAOF '� ° ° �j I T 9 a° J z z LII CDLr- 2,02J 2,023 SF I EL ° a Q Q Q Q � d dO RESTAURANT�� FFE=629.00 5,920 SF J° I I 0.670 AC, 10'� 4 I 29,173 SF d / FFE=629.00 — — II DENSTY=0.43 so ' — Qw R1' FFE=629.00 a / ° LU Q Z Q A4 10' W J W U) YUjLrL) d z ry Cn Wh .�� l � i � wR2 � S ; I � � RESTAURANT 0FFE=630.00 ° REMOVE 22 LF EXISTING CURB ° LJJ INSTALL LONGITUDINAL BUTT JOINT 4,026 SF � � j ° ° / FFE=629.00 I ° e _ ° /J FFE_631.00 FFE=631.00z Z _— O e° ' / v J I ° v 4' e J ° a A / , ° ° v FOR ° ' Je d 01 4 ° ° _ \ � a THESE EISSUED ° e °0 1014 ° THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED e e , ° aFOR CONSTRUCTION.U d ° e e e d ° ° d J WHEN ISSUED INo ° J ° ' I /J ° ° e , ° \ FINAL FORM THEY WILL BE ° a a Z e d ° SEALED, SIGNED AND DATED . J ° ° RESPONSIBLE ENGINEER: U °a ,J., I I d ° ° /J ° ,�' d BROWN & GAY ENGINEERS, INC. QI ° v I I ° ° d ° °° ' e v QJ / ° ° a\ e s A TEXAS REGISTERED ENGINEERING O A I d / FIRM F-1046 >I e a ° ° e / d \ ° /J TEXAS R. JANNEY, P.E. a d e I v ° e, d° S REGISTRATION N0. 108663 d , ' ° d ° ° ° e ° ° ° ° MARCH 10, 2016 N ° e I v Jd d d -C v /-� v ° d e J V) /J d ° /J J° ° ° e ° ° e / a e /J v J I I CAUTION 1 I V ° e J d ° / J ° e/ v W ° ' ° /J ° ° d ° Contractor to Verify exact location C ° ° e ° ° d, ' ° ,� ° ° / & Depth of Exist Facilities Prior to FL ,J / ° ° e d ' any Construction Activities Cda d /J ev / / ° O v° e - v d ° J CAUTION III m ° ° J J e ° e / / o CONTACT: 1-800—DIG—TESS �o < J ° °J ° d ° , d , ' ,J ' 48 HOURS PRIOR TO CONSTRUCTION J d v E I d e° e / J d ° e ° e d / v v oe ° REVISIONS °/ J ° ° % 9 ° '" REV NO. DATE DESCRIPTION oI C e 4 /e° d /J °° J /� d O/A / ° -�� \ \7 A -------------- C O 7 O N N C C d I N inI NOTES: DRAWN BY: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS W EXISTING FOR THIS PLAN SET PAVEMENT LEGEND CHECKED BY: �I 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS (SEE GEOTECHNICAL REPORT) OTHERWISE NOTED o p CONCRETE PAVERS ABOVE 3/4" OF SAND DATE: TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis AND 5.5" 3,600 PSI CONCRETE W/ #3 Blvd. and Dove Road. Elev. 668.96 BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: LIME/CEMENT TREATED STABILIZED TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. SUBGRADE. SEE ARCH. PLANS FOR UM Elev. 679.58 PAVERS TYPE AND LOCATION Sheet No. Z C15 0 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. PROPOSED SIDEWALK 4" 3,500 PSI PAVING PLAN Luw I Elev. 683.26 CONC. PAVEMENT W/ #3 BARS ® 24" z``' O.C.E.W ON 6" STABILIZED SUBGRADE Z TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. LU ' and Dove Road. Elev. 648.47 >- <Z 062 C5 Z a� ,o O1� m c� Ordinance 779 TROPHY CLUB J 1 CREW BOB JAMES �`' Medlin MEA00 LEGEND SNS Cemetery Golf Y 2 - - 645 — _ �_ � � � �_ � _/ / ' / / / /- \\ \\ \\\ �EFZ'� SES GJ� Course 1 \ / / / / / / \ \ `JN TROPHY FAIL SEMINOLE 9^ c2i DRAINAGE AREA BOUNDARY °�F�'r °P r�q F FRESH o N g i'O MEADO`N ma m Q EXISTING CONTOUR LINE 114 °° °'� om INJERNEss a X I Y z 5 I Q Brown & Gay Engineers, Inc. 650 PROPOSED CONTOUR LINE WESTLAKEk P Dallas 2595 D = aas arwa INVERNE I �/, Suite 204 \ "' �Ln Frisco TX 75034 PROPOSED SANITARY SEWER A oCIO Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 1 — / c Contact: Will Janney rP 3 DRAINAGE AREA NUMBER SITE114 Tel: 972-464-4835 \ ✓ / / / / / _ 635 _ _ti � '— — /- / / / 3.51 32.5 100–YR RUNOFF IN C.F.S. o Copyright 2015 SOLAN DRAINAGE AREA IN ACRES Horizontal Scale: 1' = 30' DOVE ROAD / ° 1 / / / / , r / / ♦ DRAINAGE FLOW DIRECTION 0 0' 30' 6 0' D + °a 0 ATF ° ° ° STORM DRAIN INLET ° a ° �° \ \ \ \\ \ CENTURION AMERICAN VICINITY MAP ,� °J ° / \ \ J°\ J \ \ \ \\ �\ \ \ (NOT TO SCALE) DEVELOPER CENTURION AMERICAN ° — - - - - /; _ _ 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 --- � _ 6 ;J Contact: Michael Beaty / \ / J° °\ 35 _ / /I Tel: 214-287-9009 41 4 7 - - ° ° / / ° / 670 _ �� � �� // / ° \ \ \ ° ° ° 6 _ _ ° MOORELAND Al _\ _ \ ° ° ° \ ° ° � \ / ° � � —J / a / \ / Engineering . Development Cvnstr�rct,r-r, — / ° 0.090.9 / 4 4- \ ° ° ° 0.09 1.0 / U) °, \ /J _ 625 X w / BLOCKLOT 29 LU ' OA (D D / �" \ \ \ \ / a a \ ° ° ° 0.583 AC. � ° I / ° ° m ° / O 25,376 SE ° ° ° ° 8 ° n ° ° 'J J ° \ / ° O U U w DENSITY=0.59 \ � ° °-' I \ \ — — = — — °\ // � Q RESTAURANT \ ,-0630 ° I I - LOT - °° J \ ° ° / / Z z Q < 2,023 S6 RESTAURANT � � � ° ° I : :, , EL � - - _ ° ° '� � o / / z Q Z Q w � � / I F� 5,920 S6 ° I 0.670 Ac. ° — — — — — — — 63 / / Q Q Fy < 4,C 8 S6 FFE=629.00 � 'J ° ° , I — v � 29,173 sE A3 / / �5. FFE=629.00 ° ° DENSITY-0.43 — — -(*A5 — — — _ \ / / / w Q _l z Y / FFE=629.00 _ \ Q J ° \ 62- 0.57 6.3 ° \ \ / ~ w W Q / 0.02 0.2 I — Q �' RESTAURANT _ _ / ° _ v v 5,020 S� — — — RESTAURANT w / / / ° �, / �� — — _ — — FFE=630.00 ° ° ° -Z _ RESTAURANT — / O W / / ° 625 ,6 4 � — / 4,026 S6 _ / i O ° I / FFE=629.00 / — ° ° 1- ° \ ` FFE=631.00 — — — FFE=631.00 / / z z E / b , Uj ' / °° J ;J a J° ° ° \ ° ° ° ° \ \ ,� : 0 ,: THESE PLANS ARE ISSUED FOR /J ° \ \ ° THE PURPOSE OF PRELIMINARY I° /J° p ° J ° ° ° ° ° ° /� ° 'J ° pJ \\ \ \ — \ / / / REVIEWFOR N CONSTRUCTION.D ARE NOT ENDED 3 / ° ° ° ° J ° J \� \ ° �� O / WHEN ISSUED IN o — ° ° ° 4-1 a / a \ \ ° ° ° \\ ��– �_ — / FINAL FORM THEY WILL BE Z $ ° a ° ° ° \ \ \ \ ° ° \ �� / J SEALED, SIGNED AND DATED. Q ,J ° ° / / / / ° ° ° \ \ \ \ ° ° v~i /J \ \ \ \ J ° \ / RESPONSIBLE ENGINEER: b / °a ° ,J , ° b'- \ \ \ \ \ \ \ /°' ° BROWN & GAY ENGINEERS, INC. �1 ° / / — \ \ \ \ \ \ \ \ \ \ ° ° ' J \ TEXAS REGISTERED ENGINEERING Q J° s o / y ° /_ / — J / I \ \ _\ \ \ \ ' ° e / FIRM F-1046 o ° a ° ° J WILLIAM R. JANNEY, P.E. N /9 J ° ° / / /� I ° ° \ A '04 ° ' \ TEXAS REGISTRATION N0. 108663 / ° ° / / / // / 'p ° MARCH 10, 2016 ° ° ° ° \ \ \ ° ! ! CAUTION 1 ! ° ° ° ' ° ° °� �J J \\ \ \\ \ \ \ \ \\ \ \ \ \ \ \ ° ° /// \ Contractor to Verify exact location ° / ° , ° ' & Depth of Exist Facilities Prior to °° \ \ \\ \ \ \\ \ \ \ \ \ ° \ an Construction Activities / /// j \\ \ / / // / / / %/ / / ° ° l J ° ° \\ \\ \\\\ \ \ \\\ 605 \ \ \\ \\\ \ \ \ \ \ J //// / CAUTION N /_ / / --1 / ° -14 ° ° CONTACT. 1-800—DIG—TESS _ ° J ° a \ \ \ \ \ \ \ / /1 48 HOURS PRIOR TO CONSTRUCTION �/ / _ ��� \ � / // - - / / ° ° ° � ° ° ° ° 676 \ \ / // /J° �° ° 61 \ / 9 ° ° \ \ \ \ \ \\ \ \ \ \ I REVISIONS °/ ° / J / /° \ \ \\ \\ \ \\ \ \\ /� I I I I REV N0. DATE DESCRIPTION ° p ° J ° 0 N N N C O d N V) DRAWN BY: i NOTES: w 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS CHECKED BY: ,i EXISTING FOR THIS PLAN SET 2. RESTAURANTS SHEET FLOW TO LAKE DATE: i 0 TBM1 – "❑" Cut in median nose located - 700 feet southeast of intersection of Davis PROJECT NUMBER: U Blvd. and Dove Road. Elev. 668.96 0 Co TBM2 – "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Sheet N o. Z o Elev. 679.58 w TBM3 – "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. PROPOSED ZF Elev. 683.26 DRAINAGE AREA �V) Lu TBM4 – "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. M A P Q a and Dove Road. Elev. 648.47 ON C6 Z " o (L D_ M Cy Ordinance 779 TROPHY CLUB o o \ \ \ \ _ - tZ tZ I I I I 646 / / / / / / \ \\ �x�`' Medlin MEA00 � BOB JAMES \ �. _ / ^ /- / \ S�� Cemetery Golf �2 Y J 645 � � �_ / / \ \ \\ gEFz`� 'C G\,J0 Course � g o 644 _� _ / // / / / /- / / / / \ \\ SJ OpHY y9 \ F lay SEMINOLE Uj = o Z / / 114 �� rQp tiCr FRESH MEADO N in¢ om T C' �i P �� q y w ° 0 / O ww INVERNESS ' I Y 1 ` - - \ // / / / 1 Q Brown & Ga Engineers, Inc. , 642 _ - - - _ � / � / �-- l <o z s � Y 9 WESTLAKE ro INVERNE 2595 Dallas Parkway, Suite 204 a _ o Frisco, TX 75034 4 -1 I I 1 / -_ � ---f f - ___-. ` / / / / / / I Cf) Tel: 972-464-4800 • www.browngay.com 64° �9 i f _ _ �� / / KEN TBPE Registration No. F-1046 / / Contact: Will Janney 36 6 �� � � � / -/ / / / / - 635 f _� �- / / / r / / a Tel: 972-464-4835 SITE� �--- � / 0 114 Copyright 2015 °/ / / 634 J __ �- _� �i / / / ¢ ANA ° / /J /Horizontal Scale: 1" = 30' Ot��Gr DOVE ROAD nF`P / ° / / f r J �9 / I ° \ ✓ / / 632 631 ° ° y ° ° ° ° ° / / µsopa U) ° ;J ° \ \ \ \\ \ CENTURION AMERICAN VICINITY MAP / °\ / / / °° \ ° ° \ \ \ \\ \� \ \ (NOT TO SCALE) DEVELOPER,� / / / ° J / \ 6 \ \ \ \ \\ \ \ CENTURION AMERICAN - - - - - ° ° < ' 6,36 / 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 628- - - _ \ \ / ° ;J Contact: Michael Beaty \ \ _ _ _ _ ° ° ° ° 8' _\ ° \ \ \ \ _ 635 Tel: 214-287-9009 J J X32 633 - 634== ��^ ° J 30 - 631 / ° 6 \ \ ° ° ° ° \ , ° / ° / \ / M0,0RELAND c / U0 \ J° /J /. 628 . ° ' \ ° i f J° ° /° ° U)_ c /J ° °J ° ' � ° 625 \ \ ° ° ° J X ° °° ° n J ° \ LOT 2 623 \ \ \ \\ \ 1 ° �� ° ° ° J ,f ° ° ° ° \ r / L 291 ° ° 'J-O�° ° °/ ° 0.583 AC. o '° ° ` / O Ii Z ° � X � Q 25,376 SE ° 8 ° °° ° ° < � n DENSITY=0.59 ,�1 ® ° ° O LLJ U \ / F RESTAURANT , 630 �� - ° \ /� ° ° z z w o \�� / 2,02J S6 / z z 12 RESTAURANT 5,920 S6 \ ° a ° p" 6� - - 630 / ' Q Q Q �Q/ / \ J I - 0.670 AC. ° \ / / (� J LL N I- ° \ 4,918 SS FFE_629.00 ° ° , _ 6 29,173 SE g / Q Lu ° / \ FFE=629.00 ° 21 - DENSITY=0.43 - ° _ \ / LLl Q z LU / - - - / FFE=629.00 ° J °° I 626 ° ° ° / LU ° Q - Q / ° _ '631 _ TW629.83 \ RESTAURANTUj __ \ ° I BW629.83 525 _ 5 0 2 0 S - a / z LU V) m (n C / / II 3 II " Ul 11 ° - v U) W W °° , / _ _ - a' - \ FFE 630_00 _ ° 62s - 3,354 S6 - - Q LLQ 4,026 SF - s26 _ FFE=629.00 / - ° , ° \ 1� FFE_631.00 FFE=631.00 TW630.80 / O CL .� ° z z N - ° 625 _ BW626.57 w N° ° TW628.77 ❑T ! J a J ° MATCH EXISTING C) o ° ° J ° a °/J° / BW624.11 ° °- 46 3 TW629.83- - \ �''Q 1 ° ° � MATCH EXISTING / ° ° ° $ J J ° J ° BW622.60 ° J° \ ° ° / ° °°/ 4J n ° ° MATCH EXISTING' o , ° ° ° \ O THESE PLANS ARE ISSUED FOR , ° J ° ° THE PURPOSE OF PRELIMINARY 73: ° TW628.46 " ° �- BW622'26 .� -1 a \ ° REVIEW AND ARE NOT INTENDED o BW624.03 / / / a TW628.70 ° ° ° J - FOR CONSTRUCTION. ZI MATCH EXISTING ° J Q TW630.38 ,��ry//��( BW619.98 ° \ \��--MATCH EXISTING- J ° _ y.. BW622.52 FINAL FORM THEY WILL BE WHEN ISSUED IN $ ° ° ', ,-1 TW628.60 MATCH EXISTING WALK ° ° ° 33 °_ °� ° TW629.71 ° ° a- �--0_ / ° ° MATCH EXISTING SEALED, SIGNED AND DATED. N ° ° J ° BW621.18 s / � / � / I ° - - - - _ \ \ \ BW622.23 ° ° ° ° �� � i / �I -` ° ° MATCH EXISTING WALK TW628.49 /I I 'J ° \ \ _ MATCH EXISTING \� - - - ° 33 \ RESPONSIBLE ENGINEER: a ° TW628.84 _ TW628.90 BW621.18 ° ° / / \ \ \ \ \ \ \ \ ' J ° ° ° '� ° ° BROWN REGISTERED GENGINEERNNG Imo. C. - - MATCH EXISTING WALK ° ° ° \ \ \ \ \ \ \ \ \ \ ° ° / J Z f %y BW621.18' - BW621.18 - - ° ° //^ \ \\ \\ \ \ \ ° ° \ ° a / MATCH EXISTING WALK MATCH EXISTING WALK- I _ \ - ' / / _ ° ° / \ \ \ \� \ \ \ \ ° \ / FIRM F-1046 �- ° - 612 _ / ° ' ° \ \ \\ \ _\ \ \ \ TW630.78 6' ° J WILLIAM R. JANNEY, P.E. / TW628.26 - ° ° ' TW628.85_ - / / / / /� J ° ° °� \ \ \ \ \ \ \ BW621.23 \ ° a ° ° 2 ° ° ° TEXAS REGISTRATION N0. 108663 \ MARCH 10, 2016 \ \ \ \ MATCH EXISTING- � � 611 �TW628.89 - / / // /' � J° ° / ° \ \ \ J ° BW621.18- / / ° J ° ° \ \ \ \ ° t BW621.18 � � � BW621.18 NI ° MATCH EXISTING WALK- �� MATCH EXISTING WALK / / j j j // / J ° °° °° ; ' ° J ° ° ° \ \ \ \\ TW630.71 \ a J \ 'J ! CAUTION MATCH EXISTING WALK _ I - ° J° \ \ \ \ \ o ° - - / / / °- BW621.23 6°g "A7 J° ° ° v ' ° ° ° ° ° / ° /� \ \ \ \ \ \ \\ \ \\ \ Contractor to Verity F exact location ° ° / / \\ \ \ MATCH EXISTING \ _ / & Depth of Exist Facilities Prior to CI J / / / / 60$ �/ / / / // / / ° J\ / ° ° ° ° \\ \\\ \ \ \ \ \\ \ \ \\\ \ \ \ \ \ ° // ,/ \ any Construction Activities ° c �� ' / / / f - / // / °° °° l l 1 ° \ \ \ \ \ \ \ \ \ \ TW630.38 ° ° ° 621 62 \ \\ 6 \ \ \ \ / // / CAUTION ! I ' / / / _ / _ _ - ° ° ° ° J J \ \\ \� \ \ \ OS 606 6p� \ \ \ \ \ BW621.52 /// I N / / / / / \ \ \\ / / f _ - / j / ° ° ° ° \ \ \� \ \ \ \ \ 608 6 �\ \\ \ \ MATCH EXISTING CONTACT: 1-800-SIG-TEsS ° / \\\ / / % / / f � ° J ,-1 ° / ° ° ° ° ° ° ' ° 04 \ _\\_ � �9 610 611 \ 679 � � 48 HOURS PRIOR TO CONSTRUCTION // / // � � \ ✓ // / / f - / ° ° / ° ° ° J °� 622 8 ° �\ \\ \\\\ \ \ \\ \ �\ 60,3 \ \ \\ \ \ \ \\2 \\ \ 61S ° ° / / J ° ° d� ° ° 9 ° ° \ \\ \ \ \ \\ \ _\\ \ \\ \\ \ -,- I REVISIONS \i / // / / ° °°/ 'a ° /J \ \\ \\ \\ \ \\ \ \ \ 602 REV N0. DATE DESCRIPTION � i- // , /. / / / / / ° _ l 8 / I \\ \ \ �\ \\ \\� \ \ �\ \ �\ 601 0 0 C 0 a I NOTE: DRAWN BY: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS W EXISTING FOR THIS PLAN SET. LEGEND CHECKED BY: I ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. FHS PROPOSED FIRE HYDRANT DATE: TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 SSMH PROPOSED SANITARY PROJECT NUMBER: MANHOLE TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. C)M Elev. 679.58 0 PROPOSED STORM INLET Sheet No. zo TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. 65C EXISTING CONTOUR LINE GRADING PLAN wI LU Elev. 683.26 Z_w 650 PROPOSED CONTOUR LINE Z TBM4 - "11" Cut in median nose located -600 feet east of intersection of Davis Blvd. LU I �o and Dove Road. Elev. 648.47 QQ (D_j co ZUa� 7 Z ,o O1� and Ordinance 779 TROPHY CLUB w 0 CREW G 0 BOB JAMES p� / \ �� Medlin MEA00� Cemetery Golf � �tP " A SUN TROPHY 2 FAI Course SEMINOLE ZT 2 � � o 'e 114 F�9 Gip r�OO�CNFRE2 MEAD O`N ma m N Q ERNESS a x � W w – v ��• / \ / / \ p 5 I Q � z J Brown & Gay Engineers, Inc. E'' N WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 I a �A o Frisco, TX 75034 ,-1 / Cn Tel: 972-464-4800 • www.browngay.com I / TBPE Registration No. F-1046 Contact: Will Janney N I SITE Tel: 972-464-4835 \ / o X114 Copyright 2015 e D > SOLANA Horizontal Scale: 1" = 20' 0 r DOVE ROAD n/1P J INSTALL: \ 0' 20' 40' o �9 I °/ 1 - 2" DOMESTIC WATER SERVICE / —C� C ATF 1 - WATER METER C ° ° °a N I � � 1 - 6 FIRE SERVICE ° U, IN a CONNECT TO EXISTING 8" WATER STUB °�° _ ° CENTURION AMERICAN V) ° °J W ° ° c� VICINITY MAP ° W— W ° e ° ° W� , REPLACE EXISTING (NOT TO SCALE) DEVELOPER � ° COMBINATION INLET WITH GRATE INLET CENTURION AMERICAN C SS &S1800 Valley View Lane, Suite 300 SS N J e W — — _ C 1 w Farmers Branch, TX 75234 S ss ° H' ' Contact: Michael Beaty ° \ C f Tel: 214-287-9009 SS ° J ° INSTALL FIRE ° SS \ ° e ° °J ° DEPARTMENTss ° ° s INSTALL: ' ' C s CONNECTION ° e 50 LF 6" WATER • W ° ° • ° ° ° ' 1 - FH � �w e ° � � ° �� MOORELAND INSTALL: FDC ° ° ° c • ° 1 - DUCT BANK STUB a � , w— ` ° C s • / e ss CONNECT TO EXISTING °° °s» 6 SS w—w s / J WM M DUCT BANK STUB WATER °0 —SS— W '� • W / Je ° ° ° ° /WATER EASEMENT e ° ° s ADJUST EXISTING DUCT BANK J J ° PULL BOX TO FINISHED GRADE X WATER EASEMENT e 'J °e I Ic 6 WAT R e , °e J w ° � _p LOT 9 e ° II � � FDC � ° ° v° J ° v J ° J° e J I SS-4SS-SS �� ° EL ,-3 ° I WM_ ° ° J° ° e e INSTALL: Ss / Z 0.583 AC. ° 1 '� °—C J ° c J ° 109 LF 6" WATER \S \ O 25,376 SF I e J v S J v e / ° 7 DENSITY=0.59 ° J I INSTALL FIRE °, W a � °\W e O („) Z w U e , DEPARTMENT ° � w !�, J W U I ° �I CONNECTION INSTALL: F C qTF�/ \W ° U Z �ESTAURANTI 1 - DUCT BANK STUB ° e 7 Z '� ° II I DOMESTICSTALL 2"SERVICE LOT 3, 4 CONNECT TO EXISTING ° z Z W O Lr- )02J S6 ° I EL INSTALL 6 c Z Q Z a \/ � FEUR T \g\ S6 ° 0 ►► DUCT BANK STUB FIRE SERVICE INSTALL FIRE �°= "° Q Q 3- FV Q / ° I I INSTALL 6" 0.670 AC. ° 11 DEPARTMENT 4,918 S F =629.00 FFE-629.00 ° ° a I FIRE SERVICE 29,173 SF INSTALL 2CONNECTION I INSTALL: \ Ur LLJ J e / = I DENSITY=0.43 ° DOMESTIC SERVICE WATER EASEMENT j 1 - FH w 3 FFE=629.0 ° -1 e° ,J ° ° ° I— W Q J z Q A, ° IRESTAURANT = Q U) I— ~ W _j e ° e I 5,020 S F / T i LLI In A �— (� m e ° RESTAURANT INSTALL: \ < RESTAURANT Z T W ° 2 0�0 S� 1 - 8" SANITARY SERVICE __ — — °/J FFE=630.00 ° a ° �� c RESTAURANT U r e e J J3 � JF 1 ° CONNECT TO EXISTING 8" s sso ° 4,026 SIE LL E e ° FFE=629.0 SANITARY STUB —S ° e / O FFE=631.00 N , ° / �:= INSTALL: FFE=631.00 1 Z Z N _ — ISS 1 - 8" SANITARY SERVICE ° I LL I ❑T J CONNECT TO EXISTING 8 ° J 1 U Q O e J° e ° s /J° J ° t: SANITARY STUB ° INSTALL: ® 1 �„ a ° • •'`4 ° 1 8 SANITARY SERVICE ' INSTALL:, �/ N J ° J ° e ° 1 - FH e ( 41 ° ° /J ° \J� ° ° �'`� CONNECT TO EXISTING 8" 0 1 FOR * � � ° I ° ' ° Je e °\ ° °° ° SANITARY STUB 1 THE SPUR OSE OFEPRELIMINARY J ° v J ° ° REVIEW AND ARE NOT INTENDED CONNECT TO e e p ° ° \ ° 1 ° EXISTING 8" ° e ° e WATER STUB J ° � FOR CONSTRUCTION. / sg e J �_� t 0 1 WHEN ISSUED IN xa �''Q �''Q ° J ° ° ° e ° ° ° ° °J a 'J ° J ° ° '° ° J FINAL FORM THEY WILL BE Q WATER EASEMENT �4 � � �4 B a ° �J ° e n I ° e e SS ° F ° ° ° ° J ° Jaf I e e ° ° e ° SEALED, SIGNED AND DATED. e J a ° ° I ' ° J ° ev / w / � � ° \ / v J04 RESPONSIBLE ENGINEER: z� .� °� ° ,J°° I °° , ° ° /� S.�j �° e BROWN & GAY ENGINEERS, INC. a JA ° e / \ ° ° aJ ° TEXAS REGISTERED ENGINEERING y FIRM F-1046 / ° N e SS R.° J WILLIAM JANNEY, P.E. JI ° A ' TEXAS REGISTRATION N0. 108663 H , ° e ° v ° e° e v ° /9 J ° J e ° ° ° °ss ° ° ° `��' U) e `� MARCH 10, 2016 N ° e I ° .W ° e J NI °e a e° I v ° /J Ja Je ° e e ° e \ / a e ° e J / ! ! CAUTION e J e / . . . . N ° ' v VY /�O J J° ` Contractor to Verify exact location C ° ° e ° e e N ° ° e dp ° S� & Depth of Exist Facilities Prior to �1 ,J / J ° ° 'd0 ° \ e \ a S any Construction Activities Oe° e / eO O ° ° ° \ °° e - ° v ° ° J CAUTION N \ -14 ° e ° ° / a J \ CONTACT: 1-800—DIG—TESS e ° �o , ° ° ° ' ° ,J ' 48 HOURS PRIOR TO CONSTRUCTION /� 8 \ ° °° e / / -J ° ° ° e e ° \ °° J o \ 9 e REVISIONS v °/ J ° e % ° 'e° °,J° \ REV N0. DATE DESCRIPTION SOI e --i /ev ° /J °v J ^ e v/4 / v ° v �- ° ° y / \ / ° e \ ° ° �� C 0 O N N / N C O d LEGEND V) DRAWN BY: i NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS w EXISTING FOR THIS PLAN SET FHS- PROPOSED FIRE HYDRANT CHECKED BY: i \ SSMH PROPOSED SANITARY DATE: / MANHOLE TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis \ CI PROPOSED STORM INLET PROJECT NUMBER: Blvd. and Dove Road. Elev. 668.96 / FDC PROPOSED FIRE DEPARTMENT CHECK C)i TBM2 - "El" Cut in median nose at intersection of Davis Blvd. and Bull Way. Sheet N O. Z Elev. 679.58 © PROPOSED DUCT BANK PULL BOX FIRE COVERAGE WATER , STORM , UJ i TBM3 — "El"" Cut in median nose at intersection of Davis Blvd. and Bear WayRADIUS = 150 W PROPOSED WATER LINE F3 N Elev. 683.26 Ss PROPOSED SANITARY SEWER DUCTBANK , �c z ' SEWER PLAN }Z TBM4 — "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. PROPOSED SINGLE CONDUIT DUCT BANK g and Dove Road. Elev. 648.47 ZCn \ Z / — — PROPOSED STORM SEWER C8 " 0 oL 0 0 mCy Ordinance 779 AV TROPHY CLUB W 0BOB JAMES Medlin MEA00 J\ 1 1 I b4C, h / / / / -/ ��R 5�� Cemetery Course �Y Golf r Y 1 I I I — LEGEND SJN TROPHY 2 Fgll�q SEMINOLE 2 645 _ ` / / / Wu y W = �— m� o N g \ O MEADON ma m / �J ° — E'44 -� — / / / .-� / / v "50 EXISTING CONTOUR LINE 114 �° ��P r� �� vERNEss a X I w A\ \ \ \ n`L \ / / / / / / / / 650 PROPOSED CONTOUR LINE or�m� Q Brown & Gay Engineers, Inc. WESTLAKE 0 INVERNE 2595 Dallas Parkway, Suite 204 SILT FENCE o Frisco, TX 75034 CIO Tel: 972-464-4800 • www.browngay.com 2 STORM INLET PROTECTION I \ / TBPE Registration No. F-1046 / a \ \ _ / ' `— / /— / / KING Id Contact: Will Janney STABILIZED CONSTRUCTION ENTRANCE o SITE 114 Tel: 972-464-4835 ad 1 / 17�I � � o Copyright 2015 \ \ ✓ / / / _ 635 - — — _ '— _ /- / / ♦ DRAINAGE FLOW DIRECTION / �dl I I \ / / / _ �_ / ✓ / / / Horizontal Scale: 1" = 30' o sOLANA ------ J / 0 STORM DRAIN INLET O�o�Gr DOVE ROAD C'�IN A - I ��T� Odd N / I ° ✓ / / / / ° ° FURNISH & INSTALL: / / ``�� / ° �0 J ° ° 244 LF OF CENTURION AMERICAN/ a ° /J SILT FENCING ° l\ C \� VICINITY MAP d AJ ° —\ ° d ° \ \\ (NOT TO SCALE) DEVELOPER \ d d° ° / \ \ 4 ° � CENTURION AMERICAN \ _ — / / 1800 Valley View Lane, Suite 300 d d d / INSTALL STORM INLET \ \ _\ _ _ / Farmers Branch, TX 75234 / J ° \ \ PROTECTION \ ° J / / d /a \\ �� ;r=, Contact: Michael Beaty — d Tel: 214-287-9009 ° d / d d ° \ \ \ INSTALL SJ s TABLIZED 635 ow a d a ° CONSTRUCTION�\ J ° \ J d _ / ENTRANCE )4 J / // °630 ° MOORELAND6 c ° d FURNISH & INSTALL: / 253 LF OF ° d / ° ° °—fid / SILT FENCING / y /Jd ° J I J d `�' Uj 625 ` \\ \ d ° d W LOT 2�_ J I _ W _ _ \ / J ° - 0.583 AC. \ \ d I A d 41 ° ° ° J ° ° ° d IBJ. W 0 25,376 SF \ \ \ J I I o . . . . ® _ ° ° d ° /J J ° d q Uj [2 Z - DENSITY=0.59 ° J INSTALL STABILIZED \ d I I 0 ° ` ° J ° \ d / z Q Q CONSTRUCTION \ \ \ ° �I I \ — / z z W p LL ENTRANCE NN NII /J'630 ° I T ° J d ° / z Q co 2 02 3 SF RESTAURANT \ �� - _ ° ° / Q � Q N Q / IET N N �r 5,920 Si ° / C-D — 670 Ac. \ m Q~ QZD YFFE_629.00 ° l ° , LL491S QF A FFE=629.00 ° DENSTY=0.43 W Q FFE=629.00 ° J d° j E T J d w c~n / ° / ° ° `'/1 — \ 625 \ U FURNISH & INSTALL: z �/ / _ d ° \ \ 5,02 412 LF OF \ .\ ° RESTAUK ' . — — \ _ RESTAURANT SILT FENCING 090 �� — — — . — d ° a _ — — RESTAURANT FF 3 Jd 625 , — - - - - - ° 3354 SF 4,026 SF O r LU z d FFE=629.00 FFE=631.00 0° FFE_63 . U INSTALL ds IT]STORM INLET O \ ` •'`4 ° J PROTECTION A ° ° YJ ° d - -- ° - ° • • • ; . THESE PLANS ARE ISSUED FOR °/ I \ ° /J d ° J \ \ ° THE PURPOSE OF PRELIMINARY A J ° ° �� ° J� d ° d . O REVIEW AND ARE NOT INTENDED ° ° � . • FOR CONSTRUCTION.' • WHEN ISSUED IN O ° d d ° J d ° d — d J ° \ FINAL ORM THEY W LL BE 0 ° ° ,J m d d \ / J �" I F I ° J J \ ° d / d J \ SEALED, SIGNED AND DATED. Z D d ° d d ' RESPONSIBLE ENGINEER:J / d°N J d Ld d ° \ BROWN & GAY ENGINEERS, INC. ° ° ° \ J ° TEXAS REGISTERED ENGINEERING w v Jar / /41 d FIRM F-1046 i ° 0- J ° _ ° ' d ° AJ ° ° WILLIAM R. JANNEY, P.E. 0 °/ y d i / =1 — / .SII ° /^ \ \ \ \ _\ _\ \ d a TEXAS REGISTRATION NO. 108663 d / d ° a / / ' '� ' y / / °° ° d ♦ d \ \ \ \ ° ° ° ,J MARCH 10, 2016 ° ° d/— \ or FURNISH & INSTALL. e NI d d d ° ° \ CAUTION 1 ! ° do 358 LF OF d J \ contractor to verify exact t locationSILT FENCING d d ° d ° d d , J o A CI i , d 41 d & Depth of Exist Facilities Prior to I any Construction Activities A° ° / ° dJ ° d d� °° '°° d4 VA CAUTION _ d d / O ° 6 \ \ \ \\ \\ \ \ J d CONTACT: 1-800—DIG—TESS o d ° 48 HOURS PRIOR TO CONSTRUCTION TOP VIEW — \ \ \\ \\ \ \\ \ \ . \ \ , \ \ \ \\ \ \ \ \ _ o ANY LENGTH PLUS 12" TO SEAL ENDS ' Min. 50 d 8 \ \ / A ° ° \ \ \\\ \ \ \ 1 \ \\ \ \ \670 c7r oi$ 6� REVISIONS ° \ \ \ \ \ \ \ \ S a REV NO. DATE DESCRIPTION Concrete Boulder Type , / ° J ° \ \ \ \ \ �\ �0, \ YP Rip Rap, , d ° \ \\ \ \ \ 7" Grade to Prevent Runoff from \ , �° \ \\ \\ \ \ \ \ \ \ \\ \ \\ \ \ \ Leavi Ing Site Filter Fabric E! ,p s SIA p6Rl� Existing Grade Fl��R F V) Roadwa o 4' PROFILE y r' DRAWN BY: 11" Po AAR - C:' %/; %/; %/; %/; %/; %/; %/; 4' CI��oFFEE1 NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS CHECKED BY: UJI SBE 6'1V FILTER FABRIC MATERIAL SECURELY EXISTING FOR THIS PLAN SET Y TO \ I FASTENED TO THE POSTS OR (IF USED) N 50' Min. .o �� THE WIRE MESH. SIDE VIEW END VIEW E` STEEL POST DATE: NOTES: Transition to Roadway M APPROXIMATELY 8" OF FILTER TBM1 — "El" Cut in median nose located - 700 feet southeast of intersection of Davis 0 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. T — o � FABRIC MATERIAL MUST EXTEND Blvd. and Dove Road. Elev. 668.96 PROJECT NUMBER: -o ��� INTO A TRENCH AND BE ANCHORED 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT o �� FOR ADDITIONAL STRENGTH WITH COMPACTED BACKFILL MATERIAL 0 3. GRAFABVEL BAGS:IC EDUV ITH PROTECTEDPFILLVERY 8 INCHES.WI H GRAVEL OR ON SITE DIRT. N� — F . ' � FILTER FABRIC MATERIAL MUST TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Sf"122t N O. U 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. I v 0Q (MAX.)ATTACHED TOA 6—INCH RUNOFF Elev. 679.58 (MMESH WIRE WHICH HAS LU o i BEEN FASTENED TO THE POSTS. EROSION C O N TR O L ADVANTAGES: Radius (5' Min.) ° ° \ Z TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. w I A) EASE OF INSTALLATION \ APPROXIMATE 4"X4" Elev. 683.26 PLAN B) EASE OF MAINTENANCE R.O.W TRENCH Z~ C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS z N D) CAN BE REUSED _ TBM4 - "El" Cut in median nose located -600 feet east of intersection of Davis Blvd. }Z PLAN VIEW and Dove Road. Elev. 648.47 [�J 06STABILIZED CONSTRUCTION ENTRANCEHEAVY DUTY CURB PROTECTOR INSTALLING A FILTER FABRIC SILT FENCE C90 1 0�< 0011 Ordinance 779 INVOICE Star-Telegram Customer ID: TOW27 808 Tnrockmorton St. Invoice Number: 337376671 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 4/1/2016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 4/30/2016 Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33737667 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates: 3/31/2016-4/1/2016 Description Location Col ' Depth Linage MU Rate Amount TOWN OF WESTLAKE ORDINANCE NO. 13580 1 34 34 LINE $6.13 $417.08 Mise Fee ORiiNANCE Alxrt t3Ri�IlttA �E {?F THE 'rt� N $10.00 tFOtiNOt1 +� '1HE TOV�iN OF rNESTLAE "! �{ASr"AtROiN ` A PLANNED DEVELOPMENT bls= TRICT {PD ,S1T9 PLAN FOR 'A PORTI#5N F PLANNED DEVEL» 0PIUkE 01STR3CT 1LISH , PLANNING Net Amount: $427.08 ERTY GENEREOBY a ROINAI I- Pop- ALLY LOCATED ON THE SOUTH.SIDEOF HWY 114, EAST OF DAVIS 9OULEVARD AND NORTH OF SOLANA BOULEVARD, i?llt{ONLY KNOWN AS,WEST- -A. PRO IOIN AN E )E Tl E DA PRt1VID�,'A �l�A CLAl1�; ARtt F�NGS` C'�t#ICu .:;���:�;a,,, DEBORAH JEAN SAYLOR �� Y P �i SSTtOltt S Any Persbt+ lotatln4 _; �� No Public,State of Texas the 4 _ilons tlsls1 �;., rr My Commission Expires �+ tie Aral tie dml ullty ,' October 29, 2014 County of Tarrant t7 a1#ii� e8r{#r{Y� ll1t;U ��'�i �` convi Ion tereirF all '4 sura riot to,,exceaad Two ili Dollars lr ,{lflrt.{r0)for each sepa� rate affen e. A'so late offense Before me,a Notary Public shaft-be deemed° emmitt scl +Pen e,this dart personaffy appeared Chris tyHoffand,Bids&LegafCoordinator eat#i cfalr,or Part of a tlay,during which a violation utcurs or con- for the Star-Tefegram,putt=1�e,Ts�)>AS l D P AVED at Fort Worth,in Tarrant County,Texas:and who after being duty sworn, did depose and say that the ww:�ww '„j'µ,„� torr, nt was published in the above named paper on the fisted dates: BIDS&LEGALS DEPT.Star-Tefegram.(i SUBSCRIBED AND S`i%IIO RTO BEFORE ME, THIS DsA YOF.April ep lg+ 2016 p Signed \kK r NOTAL-IkYPUBLIC 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: 337376671 Invoice Amount: $427.08 PO Number: Amount Enclosed: