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Ord 771 Approving a Site Plan Entrada Planned Development PD1-2 Retail Corner TOWN OF WESTLAKE ORDINANCE NO. 771 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS,APPROVING A PLANNED DISTRICT(PD) SITE PLAN FOR THE "PLANNING AREA 2" PORTION OF PLANNED DEVELOPMENT DISTRICT#1 (PD1- 2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 11.4, EAST OF DAVIS BOULEVARD,AND NORTH OF SOLANA BOULEVARD,AND AS MORE PARTICULARLY DESCRIBED AS BLOCK A AND BLOCK O IN THE ENTRADA FINAL PLAT, PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS,the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9 acre tract of land known as PD1-2 zoning district being the portion of the PDI zoning district bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and SH 114 to the north(Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of the Planning Area PD 1-2 and the Town's need for public infrastructure, amenities, and services,the Town has a critical interest in the development of the Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS,because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within the Planning Area PD1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations for PD1-2 now known as Entrada; and Ordinance 771 Page I of 8 WHEREAS, following provision of proper legal notice, a public hearing was held on February 15, 2016 by the Planning and Zoning Commission (Commission)whereby the Commission recommended to the Town Council approval of a PD Site Plan as described in attached Exhibit B subject to certain specific conditions; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission,the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan (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 located in PD1- 2 which is an approximate 85 acre tract located on the south side of Hwy 114, east side of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A,also attached hereto. This PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PDI-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). b) All 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. 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 caliber Italian Cypress in the planters. Ordinance 771 Page 2 of 8 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 for the areas shown as Block A and Block O on the Entrada Final Plat. h) Eliminate horizontal orientation of glazing lites (windows) SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences,paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. Ordinance 771 Page 3 of 8 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 22nd DAY OF FEBRUARY 2016. 7 .t. �z a= m ATTEST: Laura Wheat, Mayor -7.r- -Ad-Sd5�41#0 Kelly Edwar , Town Secretary Thomas E. Brymer, O Manager APPROV , AS FRM: �IES7` �Sfon o �Tn Attorney TE Ordinance 771 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B PD Site Plan for Block A and Block O, Entrada(Retail Corner) Ordinance 771 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 1/2 inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a %2 inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a '/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 771 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/2 inch iron rod found with Graham cap at the end of said curve; North 55 degrees 11 minutes 58 seconds West a distance of 190.50 feet to a 'I/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 are 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 3 93.11 feet; Ordinance 771 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars"cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a %2 inch rod found with"Huitt- Zollars"cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with"Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter& Burgess" cap found at an angle point in the west line of Lot 2, Block 1; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 771 Page 8 of 8 W A < A �� A 0 0 O I N 00 O O Z w D w CD M w z O U Q D SIT AN PACKA ,6 FOR Q Q Z W W Y Q J i� W 3. OTS 17 3 B OCK ASHEET INDEX 7 ' No. Sheet Title C1 COVER SHEET C2 KEY MAP C3 SITE PLAN I OT 1 M1 0 1 Al —Al2 ARCHITECTURAL PLANS 7 L1 LANDSCAPE PLAN & DETAILS C4 GENERAL NOTES C5 PAVING PLAN FEBRUARY 2016 C6 PROPOSED DRAINAGE AREA MAP Co C7 GRADING PLAN Cg WATER, STORM, DUCTBANK & SEWER PLAN - Cg EROSION CONTROL PLAN TROPHY CLUB w C10 LIGHTING & PHOTOMETRIC PLAN DEVELOPER: LIGHTING DETAILS 3 ��F CRE����G� uBOB JAMES C11 0:: Cemetery Golf MEA00 �� w z CENTURION AMERICAN ���5� ,,e Course r a o 0 1800 VALLEY VIEW LANE, SUITE 300 6 SJNS�TROPHYG� '2 FAI/� SEMINOLE cz qr �I FARMERS BRANCH, TEXAS 75234 114 GO P �pOo�Crt-RESIrMEADON Z � � X 'a �' z�m NI s�G �2� INVERNESS W o I Q w WESTLAKE n INVERNE O , O NI ORELAND KI C SITE d I114 �°- o DEVELOPER: L gJ° n a SOLANA 0 01 0 The Mooreland Fundscr 11 DOVE ROAD Mooreland Development In J � 1800 VALLEY VIEW LANE, SUITE 300 `yTF MI FARMERS BRANCH, TEXAS 75234 °°a Brown & Gay Engineers, Inc. TEL: 214.287.9009 CONTACT: MIKE BEATY 2595 Dallas Parkway, Suite 204 VICINITY MAP Frisco, TX 75034 i (NOT TO SCALE) Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 o Copyright 2016 I dr O C wl =s THESE PLANS ARE ISSUED FOR N = THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. o r WHEN ISSUED IN "Raa' FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. . o I �m TOWN OF WESTLAKE RESPONSIBLE ENGINEER: � 3 VILLAGE CIRCLE logo r ' BEXOASNREG STERED& GAYGINEERSENGINEER NG TOWN OF WESTLAKE w �, FIRM F-1046 3- SUITE 202 TEXAS REGISTRATION NO. 108663 WILLIAM R. JANNEY, P.E. c7 N WESTLAKE TEXAS 76262 , w I TEL: 817-430-0941 - - FEBRUARY 5, 2016 APROVED QQ - TI TLE xs z �."' �� - � �; ` _ DATE y 4 I..lW C TROPHY CLUB o o tZ r CREG'���° 0 BOB JAMES Medlin MEg00 �F W F ASN\ Cemetery Golf �"� Y J gER S�� pxJ� Course r °o TROPHY ti FAlf�q SEMINOLE 7- M cI i P C w D �FFF9 p TQ°A F FRESHMEADOII mQ m o Q 114 °° °ti s ww z a x J`�G �� INVERNESS W Sim � I Q z < Brown & Gay Engineers, Inc. WESTLAKE n INVERNE 2595 Dallas Parkway, Suite 204 N o Frisco, TX 75034 vn Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 SITE Contact: Will Janney Tel: 972-464-4835 114 Copyright 2015 L a SOLANA 0 nor DOVE ROAD n3� ~ 9 o x o �ooa N sr itµ \ Hwy n4 VICINITY MAP CENTURION AMERICAN (NOT TO SCALE) DEVELOPER CENTURION AMERICAN =� 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 SITE - Contact: Michael Beaty AND RR — —_ Tel: 214-287-9009 A -� — � ' Q SrA MOORELAND rF Npvy Engineering Construct, 114 4 � W Q / 7- � �� \ X o \ Q Q Lu > J DRILL �— i \ \ Q W a — z ZONE TAR zZ) \ �/ Z C'0 O DW O O y Horizontal Scale: N.T.S. O v Q LLJ Z00 rr / �� Q ti RPG i \ \\\\\ \ \ Z ��\ P i \� \ Q _ Q Z m w ` \ QILL 29 \ �� \ Z z \�\ \ QQ \ \ \ \\ U Q Q O o \\ \\ \ \ \ \\ THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED o \ \ 7- F \ \ FOR CONSTRUCTION. \\ ` �02 /� I \ \ `� FINALWHEN FORMISSUED IN THEY WILL BE Q \ \\ *\\ 9 ,G �� E I SEALED, SIGNED AND DATED. I } \\� I �� 02 _ _ _ —UG I \ RESPONSIBLE ENGINEER: w BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING / FIRM F-1046 a I D / WILLIAM R. JANNEY, P.E. w II p O \ / FOC I �1 Q • �\ /� �Fo \� JANUARY 14, 2016 TEXAS N 108663 I ! !CAUTION ! ! o \\ • G[` / \\ Contractor to Verify exact location dI 11 • & Depth of Exist Facilities Prior to any Construction Activities i FocF \ CAUTION III CONTACT: 1-800—DIC—TESS 48 HOURS PRIOR TO CONSTRUCTION / REVISIONS I A � ; REV NO. DATE DESCRIPTION 0 \ C \/ \ LEGEND V) o \ DRAWN BY: BLOCK NAME CHECKED BY: DATE: O PROJECT NUMBER: v o \ \\ \\ \ Sheet No. zo 0 GRANADA \ OC l\\ \ \ KEY M A P �� / LU \ \ \ I �� \� zUjI Z� C 2 �� m� TROPHY CLUB o o 0 BOB JAMES Medlin MEg00� CemeGey GolfL\j W I g S x Course J o V' 1 SV TROPHY 2 FAl'�q SEMINOLE �� v _ - R �o I 114 9 Gpo ��O�CY FRESH MEADOW wa Z �' BLE WIDTH W �II � \ s�G N 4?� INVERNESS a x (\J ARIA W LOT 3 <o�= �� s Q Brown & Gay Engineers, Inc. ' WESTLAKE INVERNE 2595 Dallas Parkway, Suite 204 \N �` BLOCK A Frisco, TX 75034 _ / o 0.299 AC. - Tel: 972-464-4800 • www.browngay.com 13,007 SF TBPE Registration No. F-1046 -G R72' pC�F°°�FpC I T E K'"c Contact: Will Janney F Tel: 972-464-4835 _�G I �FOc- o o W _ -G O 1 F° Foc I I 114 J/, Copyright 2015 _.-.- G , FOC For (n ��� 1 W _ , „ - '� C 1 8 R 3 - ° I , -� SOLANA / N 23°32 40 E 20`:-14 ' " F ' - o _ G- N 23°32 40 vo - 45.2 w _, G G G -G G -G , „ R30' C�FOC to�cr 14'-0" MAX STONE WALL °C�Fv DOVE ROAD GAGN 23°32'40" E 2.78' _- I � -G� N 57°21 15 E 16.58 R8' C13 C17 _ R10' -. R3' 1 < �F _ - C12 - - -10' WATER ESMT C11 _ c - 10 WATER ESMT R4.5 -G � � 91 .33' -_ _,-C�„-_ LIGHT POLE; � � � Q W -- 1 _ -, y 6r 3 01� Q 3 2 5 g FOCI FOC- \ p w� I FOC FOC F00-1`00-FOC-FOC-f FOC- S 1v°__,.� ,. 1.0 .;C-FOC FOc-FOC-FOC F FOC C FOCI // R3O -- 1'� 1 C1 CENTURION AMERICAN , R8. _ - - - - ✓ �( PRESERVE i 12' J I 1 th N 1 °2 '01 " W 7.43' _ R31 `\� \ \ PRESERVE o EXISTING TREE VICINIT� MAP 1fg \ EXISTING _ r= - L _ J 1 ` I I (NOT TO SCALE) DEVELOPER - - - - - - - - - - - - - - - - R1 o' I TREE, - - 3r- r - -� 1 R3' I CENTURION AMERICAN I I I I„ 5B.61 9 I R3 RETAINING �Z I 32.8 I I 1 1800 Valley View Lane, Suite 300 W 18°14 25 I (TYP• U ° I 05 WALL \ `Z- j� Z 1 I I I I ' Farmers Branch TX 75234 I - N 66°27'20" W 16.08' '"� � ` � �o �� �' � I LOT 3 1 I I ' o; �� G 1 R50' 1 1 Contact: Michael Beaty R3' ° o W - , ��y C',N� I BLOCK A i I Tel: 214-287-9009 S 66°27 20 E 16.08 o c„ o W � o T Z R3 U 0.223 AC. L - �, N R3 Y C A O 6), ) 9,719 SIF - �� DRAINAGE FLUME I \ 14'-0" MAX -� W I Horizontal Scale: 1' = 20' MOORELAND � R10' � `y � 0.164 AC. N� � z ° R3 R1'I .� � STONE WALL ° 3 d © 1 I \ z 0 LOT 1 '� R3' ® _J 7,127 SF �� 6, 1 R1' , R3' 1 Engineering . Development • Construct \ U I �'- `r RESTAURANT 1 \ 0' 20' 40' BLOCK O R5' �' RETAIL l� I �, rYP•� _ 0.315 AC. R3' �o ' '� v' 1 ,300 SF ° `z d i 0) 1 ,900 Sr- ° L -_� U) I I I18'( J N 13,741 Sl- R3 I I 6, ' -J v ° � 24,R3 �' o DENSITY: 0.18 6�� / R10' o `� � � DENSITY: 0.20 \\ °° 1 R50' � 11 � � OVERALL LEGEND W cn FFE=677.00 0 FFE=677.00 ° 13 I I I (D Q X g R1' o R3.1 I 18\ , I 1 Q 381° �8 / Y ° o O R7, FHS- PROPOSED FIRE HYDRANT W o ° , C10SSMH ° \�\� x '16 2�, ® L - � V I I I Q - Q0 1 0 ° DRAINAGE FLUME /o L� C14 �o R10' SSMH PROPOSED SANITARY U > 0 0 �� O ��` R8 LIGHT POLE / ' TOE I I • MANHOLE Q W z Z R2 6 BELL ° /BOLLARD � WALL (- SALES SCREENED NO. O `1' ' OFFICE W DUMPSTER & R3' ,, ,� 15' SANITARY C15 TOWER / TYPP P I I L 431 Q-O PROPOSED STREET LIGHT (n O O TRANSFORMER , N R3 O P� 10 ESMT N 38° 4'06„ ° R�3 �� ° 2 .\ � � / ( / ) � I R3, I 10 Z � � W U 3300 SF PER DESIGN ® °�1 Q,1 G O R3' LIGHT POLE E 66.0 , N 25 55 04 -9' / LOT 4X, I Q w Z 2 DENSITY: 0.24 GUIDEL11 INES Opo / '- r� ��,� �,/ 1 I BLOCK A J O U Z c� � O,, R3 R8' 22.18 ,, .�, C2 � I I � � EXISTING TREE TO REMAIN Q C1 FFE=668.00 0 Q o 0 �' Q 9 CZ ` O 9 4'S 9' R22' 1 0.501 AC. U W Cr) 0Y h 1 R3' 1 21,8.16 SF Z w cry 0-' ,•� S 28°27 38 W 55.52 •h `� I Q ti Q N 38-14'06" 8°14, c,� co I I EXISTING TRANSFORMER U F- 0 �v SSMH h , - r 0 68.1' ' o 6 E 11 g �' I 45.1 � W 14 R3 R3 ° I 1 PROPOSED LANDSCAPE J (� y I3 R 3 W • o � 170.3 ° ° 26°28'5 ' E �`�• S 63°27��3" W 1 I o--C� EXISTING STREET LIGHT � 0 \ � w a ® 1 . 6 7.17' 1 1 Q m H 6' ° S 63°2 " W I U EXISTING GAS METER Z w D , o I cn C9 LOT 2, s' ° ° 25.39 �� 1 1 I E❑ EXISTING ELECTRIC E � Q n _ IILL MANHOLE � I _ _ ° SCREENED Q ° BLOCK A - - 0' , �� I 11 I EXISTING SIGN z W ZZ _ OVERHANG ° DUMPSTER & ° 0.825 C. ORM 0 35,942 ASF 6' - ° \ TRPER FDESIGN ���2 I I I I FHa LLI > 38 U N D ER GR OU N�--� 6' co 6 GUIDELINES w 1 1 -® EXISTING FIRE HYDRANT U Q Q O OFFICE PARKING SPACES 6' R3' �'v EXISTING FIRE HYDRANT N V, n 7,328 SF �� �^ 1 1 � EXISTING FIRE HYDRANT THESE PLANS ARE ISSUED FOR c \ 24 DENSITY: 0.20 FFE LOWER LEVEL=668.00 '� N v 1 I I THE PURPOSE OF PRELIMINARY Curve Table " co \ EXISTING FIRE HYDRANT REVIEW AND ARE NOT INTENDED 3 RETAIL FFE UPPER LEVEL=678.00 FOR CONSTRUCTION. z Curve # Length Radius Delta Chord Bearing Chord Length C8 C , 17 320 SF C/00 1 WHEN ISSUED IN o' R8' --- ' I I I FINAL FORM THEY WILL BE C1 20.86' 30.00' 39°51' 1 28' 05"E 20.45' \'0•RgDENSITY: 0.48 1 SEALED, SIGNED AND DATED. Ln C2 7.93' 30.00' 15°09' S64° 01' 55"E 7.91' ` % ` _ I I I RESPONSIBLE ENGINEER: 1 ) BROWN & GAY ENGINEERS, INC. Q C3 18.19' 54.15' 19°15' S66° 05' 33"E 18.10' \ 4 872.2 I R12' 1 \ TEXAS REGISTERED ENGINEERING FIRM F-1046 C4 44.51' 30.00' 85°00' S33° 57' 20"E 40.54' S 2 06 31 ° C3 \ WILLIAM R. JANNEY, P.E. \ \ TEXAS REGISTRATION NO. 108663 C5 23.04' 88.00' 15°00' S16° 02' 40"W 22.97' ,2'34' \; 1 2 \ JANUARY 14, 2016 o� , R3 !CAUTION R3 F?08E o ti 6 ' R3 \ \ N C6 53.76' 88.00' 35°00' S41° 02' 40"W 52.92' R54' C7 Contractor to Verify exact location ° C7 32.13' 112.00' 16°26' S50° 19' 35"W 32.02' • s S/� 3' R30' \ & Depth of Exist Facilities Prior to C �° any Construction Activities C8 63.43' 122.00' 29°47' S57° 00' 09"W 62.72' CAUTION-! ! C9 53.22' 30.00' 101°39' N57° 16' 46"W 46.51' C4 / \ l N CONTACT: 1-800-DIC-TESS 0 1 ° r--_ \ / \ --A � ?► 48 HOURS PRIOR TO CONSTRUCTION 11 C10 56.55' 54.00' 60°00' N36° 27' 20"W 54.00' 62' - ° �\ u7 -0 _ _ R14' y� REVISIONS M C11 47.12' 30.00' 90°00' N21* 27' 20"W 42.43' SCREENED R15' \ \ / REV N0. DATE DESCRIPTION S 08°32 40 W 0.18 ,C o TRANSFORMER \ C12 13.73' 8.26' 95°16' N77° 36' 04"E 12.20' NOTES: \ PER DESIGN C6 - - L2 C5 \ \\ \ J GUIDELINES \ C13 9.64' 7.33' 75°19' S14° 06' 37"E 8.96' 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS \\ \ 6) EXISTING FOR THIS PLAN SET • \ C14 11.52' 7.33' 90°00' 1 14' 06"E 10.37' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED \ C15 8.21' 7.33' 64°09' 1 09' 31"E 7.79' 3. ALL EXISTING TREES ON SITE TO BE REMOVED WITH INFRASTRUCTURE PLANS UNLESS OTHERWISE NOTED. \ \ \ \ C16 2.32' 2.43' 54°33' N53° 11' 30"W 2.23' \ TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis 0:7 \ \ \ \ DRAWN BY: C17 38.90' 29.33' 75°59' S61* 32' 21"W 36.11' Blvd. and Dove Road. Elev. 668.96 \ \\ \ WESTLAKE ENTRADA \ Ld I C18 53.25' 29.33' 104°01' N28° 27' 39"W 46.23' TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. \\ \\ \ CHECKED BY: Vol . C19 ° ° Elev. 679.58 -------- P g ------- \ \\ \\ 16.70 30.00 3154 N44 24 27 E 16.48 \ P. R.T.C.T. \ DATE: C20 18.28' 30.00' 34°55' 1 00' 09"E 18.00' TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. \ \ cn o Elev. 683.26 C21 31.42' 30.00' 60°00' N36° 27' 20"W 30.00' PROJECT NUMBER: e SHARED PARKING Y TBM4 - "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. Time of Day Office Retail Restaurant Theater Hotel Residential Office Total Retail Total Restaurant Total Theater Total Hotel Total Residential Total Total Required Parks C22 31.86' 54.00' 33°49' N49' 33' 02"W 31.40' and Dove Road. Elev. 648.47 Sheet N O. Z o 6:00 a.m.-12 noon 1.00 0.97 0.50 0.30 1.00 0.30 36 100 19 0 0 0 143 U REQUIRED PARKING 12 noon-1:00 p.m. 0.90 1.00 0.70 0.70 0.30 0.35 36 100 19 0 0 0 146 SITE PLAN Df w� DEVELOPER OWNER SURVEYOR/ENGINEER BLDG Use SF Parking Required 1:00 p.m.-4:00 p.m. 0.97 0.97 0.60 0.70 0.45 0.30 36 100 19 0 0 0 144 Starbucks Restaurant 1900 19 z H 4:00 p.m. p.m 0.47 0.82 0.90 0.80 0.70 0.60 36 100 19 0 0 0 117 z V) CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. Sales Center Office 3300 11 6:00 p.m.-8:00 p.m 0.07 0.89 1.00 1.00 1.00 0.80 36 100 19 0 0 0 111 500 West 7th St., Suite 1800, Fort Worth, TX 76102 Retail 1 Restaurant 1300 13 Luo . = 8:00 p.m.-12:00 midnight 0.03 0.61 1 1.00 1 1.00 1 1.001 1.00 1 36 1 100 1 19 1 0 1 0 0 82 Q Q 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. N Framers Branch, Texas 75234 Office/Retail Office 7328 25 06 9 Village Circle, Suite 500 TBPE Registration No. F-1046 Office/Retail Retail 17320 87 Required Parking: 146 Z Contact: Michael Beat Copyright 2015 C3 o y Roanoke, Texas 76262 Total 155 Parking Provided: 146 o Telephone: (214)-287-9009 Co 0 - y 7i _L� w �•, �``•', - - ST ARBll -r! r 4,300 GSF : , r , n c • Ys. f •� 1,280 GSF S COFFEE : y -_-__ k :.�,4�� f I` . "r• • ' �Y- x. c 4 - +r s- d _ i NN 06 -34 ` df .w y � All .-.. -- R' - �. 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COPYRIGHT 2015 4 These drawings,as instruments of service,are the exclusive property of the architect and are not to be used in - _ A300 whole or part without his express written permission. Ceiling Plate Line 3 Unauthorized use of these drawings will subject the user to _ CLAY TILE legal remedy being sought by the architect. ROOF 17' - 0 11 Ceiling Plate Line 2 -� - 16' - 011 INFORMATIONAL NOTES Ll IOE� aooao�ao DopaD��oO Ceiling Plate Line 1 - - - - - — — - - - — — — — - - 10' - 0" V 111 11 Li 1 11 STONE P - - - �� STONE QUOINS - - I� _ - 00��oleo ��� — ole - ooh - OF Header - O - - - — 7' - 611 - - - - - _ - - - c a C � o - - II(n p - = p - - - 000❑I�� ❑o - 0❑� ❑ 0❑ 00 00 00 0 0 0 00 o - - O - 9'-8"HDR. - _ 9'-8" HDR. 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COPYRIGHT 2015 These drawings,as instruments of service,are the �`, 1 exclusive property of the architect and are not to be used in whole or part without his express written permission. STUCCO AND METAL FAUX Unauthorized use of these drawings will subject the user to CHIMNEY CAP WITH legal remedy being sought by the architect. 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COPYRIGHT 2015 These drawings,as instruments of service,are the exclusive property of the architect and are not to be used in whole or part without his express written permission. Unauthorized use of these drawings will subject the user to legal remedy being sought by the architect. 111111110 INFORMATIONAL NOTES 1 1 1 STUCCO AND METAL FAUX 1 00 CHIMNEY CAP WITH A301 SCREENING MATERIAL 10 1/4" _ CLAY TILE _ - _ ROOF _ Ceiling Plate Line 4 _ o , �r=� CeilingPlate Line 3 T ° 1 - 0 G 0 00 - Oo _ __ Ceiling Plate Line 2 19'-6"HDR. 19'-6"HDR._ _ - - - - - - - - - - - - - - - 16' - Qll STONE STONE QUOINS � C` CC 17 L—J _ � - - Ceilin Plate Line 1 101 - 019 17- U = oo�oo�o _o - _ o _ ` ��oo _ oho o = – _ ooc – – – Header _ LL 0 10Ic LL Q 10'-4"HDR. 10'-4"HDR. � ao� F ooO�ooL �oO o - o moo - ol�Oo o� woe �r 000 f o (/1 o_ - o o ������� - ❑ - O - O - 9 - , B.. HDR. 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TILL TO / c8�. 3 U U NATIVE SOIL 6" f REFER TO LANDSCAPE PLAN DO NOT DISTURB A DEPTH OF 12" TO MIX. ILE VOM 4 LAN URT 4 ,O. / �.� LU MJ MIN. FOR SPACING / CUP SEM 3 YUC FIL 4 O DECORATIVE FIC PUM 30 C W MUH CAP 6 0 CONCRETE LAN MON 100 co,Sk INGROUND SHRUB PLANTING DETAIL NOT TO SCALE / / MUH CAP 29 2, FIC PUM ,� 03 ILE VOM 5 FIC PUM 7 1 CHI LIN . / �, GENERAL LANDSCAPE NOTES Z > / / MUH CAP 18 NAS TEN 7 16 NAS TEN LEU FRU 9 4 NAS TEN 4 ILE VOM W 0 c TREE PLANTING DETAIL LEGEND O FA TEFIR 2-/2in. �OAPOE _DEAD O UN IN HE DRYW LL RE J ROS OFF 51 9 LEU FRU CQ 13 FIC PUM / LANDSCAPE NOTES: J" OA. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN (2) each PER VERTICAL STAKE; / / NAS TEN 12 € ° ° 11 LAN MON / STANDARD FOR NURSERY STOCK. www.anla.or (8) TOTAL. NOTE: PRE-DRILL HOLES IN LATERALS & 8 LAN URT / / 1 . PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL g VERTICALS. ROS OFF 30 Z OB. TREE PIT: WIDTH TO BE AT LEAST TWO 121 TIMES THE DIAMETER ;' ^ 1 QUE VIR 1 QUECAHU CODES AND ORDINANCES. TR THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL YUC FIL 4 4 CAL. ;4 ILE VOM / 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. Q MUH CAP 13 °° 7 ILE VOM SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. H. ON UNDISTURBED NATIVE SOIL. TREE PLANTING NOTES 9 LAN URT 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE QUE VIR 1 FIC PUM 4 �� � cBcB 1 OLE EUR i. CO ROOT BALL: REMOVE TOP% BURLAP AND ANY OTHER FOREIGN 1 . GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE 6" CAL. " / <- 5 ILE VOM L3 STEEL EDGING CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. W ` OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR ? `7 3 RUD FUL PLANTER P-3 8 NAS TEN 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT � 28 ROS OFF J :Y� GIRDLING ROOTS.** FLARE IS NOT APPARENT. �0 18 LAN URT LEU FRU 1 J STRUCTURES. c8 THU TUR 521 SF 129 SF THU TUR 5. LEAVE AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL FINISHED GRADE IN O Q D. ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED** FREE 2. FUNGI INOCULANT: CONTRACTOR TO USE MycoApply �( P-, O FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. "'"'`R CHI LIN 2 12 FIC PUM PLANTING AREAS AND 1 BELOW FINAL FINISHED GRADE IN LAWN AREAS. i . D Endo/Ecto OR EQUAL PRODUCT. 4 LAN MON 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT TYPICAL AND UNIFORM J PLAN VIEW (1 .866.476.7800) www.mycoapply.com °° L-3 STEEL EDGING ' J. NORTH E. BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER 1 YUC FIL 16 FIC PUM THROUGHOUT THE SITE. O THOROUGHLY TO ELIMINATE AIR POCKETS. 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & / °° 62 ROS OFF 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING INSTALL LATERAL SUPPORTS. P-3 ' PLANTER FO. FUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE ENDO/ECTO / IL-31. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS W � W INOCULANT;** APPLICATION RATE PER MANUFACTURERS 4. WHEN CONDITIONS EXIST WHICH PREVENT VERTICAL P-3o° 4 CUP SEM ' WALKS AND CURBS. Q _ SPECIFICATIONS. Q% q�ES Np�NG 1 I ESI Tp ENT (3) PLANTERS 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND MATERIALRIQMrEX)ETRE CON�fRACTORNSHA LRNSTALL LEU FRU 3 DECORATIVE I l CURBS. ® I- G. RIVER ROCK TO MATCH ADJACENT CONCRETE O )PARKING LOT MATERIAL. STAKES AS DEEP AS POSSIBLE. DECORATIVE 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN IN CONCRETE 3 LEU FRU a UU _ • � HO. VERTICAL STAKES: tin. by tin. UNTREATED #1 LUMBER LENGTH PLAN VIEW. (shown left) '� � HARDINESS ZONE: Z ROOT BAER STAKES TO EXTEND 1 Y2 TIMES THE HEIGHT OF P-3 PLANTERS (3) z 6. QUESTIONS ABOUT INSTALLATION OR FABRICATION OF 1 . WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 1 O TO 15F NJ I. LATERAL SUPPORT: tin. by tin. UNTREATED #1 LUMBER. BELOW-GROUND STAKING SHALL BE DIRECTED TO 9 CUP SEM 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE O 7-� 7, O LENGTH OF LATERAL SUPPORTS TO BE LANDSCAPE ARCHITECT. 8 OR LOWER (SOURCE: MONROVIA PLANT DATABASE, USDA PLANTS III 1 Y2 TIMES DIAMETER OF ROOT BALL. 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. DATEBASE) V / DECORATIVE J ILE VOM 12 CONCRETE IRRIGATION NOTES: W TREE PLANTING DETAIL NOT TO SCALE LAN MON 172 / 3 LEU FRU 1 . LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. Uj a 02 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY MUH CAP 16 / P-3 (3) PLANTERS LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND STATE STANDARDS. W NAS TEN 15 / 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN PLANT LIST ACCORDANCE WITH CITY STANDARDS. CONTRACTOR TO VERIFY ALL QUANTITIES PER PLANS L//�j�T of _ _ _ THUNDER TURF NOTES: CANOPY TREES ORNAMENTAL GRASS & XERIC PLANTS /Sq NT/�� Op - ©2016 MERRIMAN ASSOCIATES/ARCHITECTS,INC. COMMON BOTANIC q/'Vq D / _ _ _ - 1. CONTRACTOR TO SCARIFY, RIP, AND LOOSEN ALL AREAS TO BE SEEDED TOA REVISIONS QNTY. SYMBOL NAME NAME SIZE HEIGHT QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. E� M / _ _ MINIMUM OF 4 PRIOR TO THE ADDITION OF THUNDER DIRT AND THUNDER TURF SEED. qR 2. ENSURE AREA TO BE SEEDED HAVE BEEN FINE GRADED. WEEDS, LARGE DIRT CLODS, ��- _ AND CONSTRUCTION DEBRIS SHALL BE REMOVED. 7 QUE VIR LIVE OAK Quercus 3" CAL. PER 114 NAS TEN MEXICAN FEATHER GRASS Nassella tenuissima 3 GAL. 18" 3. INSTALL 1" DEPTH LAYER OF THUNDER DIRT (GEO GROWERS 1-512-288-4405) SOIL Virgin. 4" CAL. INDUSTRY / / / AMENDMENTS PRIOR TO THUNDER TURF SEEDING AT 45.2 OZ. PER SQ. FT. 6 CAL. STANDARDS 181 MUH CAP PINK MUHLY GRASS Muhlenbergia capillaris 3 GAL, 18 4. MULCH NEWLY PLANTED SEED WITH UNROTTED, WEED FREE WHEAT STRAW AT A 4 QUE SHU RED OAK Quercus 4" CAL. INDUSTRY NORTH RATE OF 2 BALES PER 1,000 SQ. FT. THROUGH ESTABLISHMENT. shumardii 10 HES PAR RED YUCCA Hesperaloe parvifolia 5 GAL. 24" LANDSCAPE PLAN 6 CAL. STANDARDS0� 5. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER-SEED 0'I BERMUDA GRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS 3 ULM PAR LACEBARK Ulmus 3" CAL. 10'-12' HT., 0 25 YUC FIL COLOR GUARD YUCCA Yucca filamentosa 5 GAL. 24" 0 10 20 30 40 60 PER ONE THOUSAND (1000) SQUARE FEET. 6. SEEDED AREAS TO HAVE ONE HUNDRED (100) PERCENT COVERAGE PRIOR TO FINAL ELM parvifolia 5' SPREAD SCALE IN FEET: 1 " -20'-0" ACCEPTANCE. PERENNIALS & GROUNDCOVER PLANTS - 7. WATER THOROUGHLY THROUGH ESTABLISHMENT. 3 EXISTING POST OAK TREES. SIZES VARY PER PLAN. QNTY, SYMBOL COMMON NAME BOTANIC NAME SIZE HT. MATERIALS LEGEND \ CONTRACTOR TO PROTECT IN PLACE NOTE: REF. PLAN FOR NEW LIVE OAK AND RED OAK CALIPER SIZES � 170 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" ORNAMENTAL TREES � 46 RUD FUL BLACK-EYED SUSAN Rudbeckia fulgida 1 GAL. 12" LANDSCAPE ELEMENTS. L_3 STEEL EDGING: p_� CAST CONCRETE PLANTER: QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. FINISH/COLOR: POWDER COAT BLACK MODEL: LARKSPUR 24" SIZE: 36" X 36" X 24" HT. COLOR: PALOMINO 5447 M] 1 375 LAN MON TRAILING LANTANA Lantana montevidensis 1 GAL. 6 L_� PLANTING MEDIUM: SIZE: 3/16" THICK x 4" x 16' LENGTH SUPPLIER: LANDSCAPE FORMS LARA MOFFIT 269.337.1309 41 CUP SEM ITALIAN CYPRESS Cupressus sempervirens 36" BOX 10' „ MANUFACTURER: JD RUSSELL (DURAEDGE) INSTALLATION: PER DETAIL 07 THIS SHEET 387 ROS OFF TRAILING ROSEMARY Rosmarinus officinalis 1 GAL. 6 PROFESSIONAL BEDDING MIX (LOCATED IN INGROUND PLANTING BEDS) PROJECT NUMBER: O 3 OLE EUR MISSION OLIVE Oleo euro aea 'Mission' 36" BOX 6' SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY CONTACT: 270.826.7008 N: PER DE 800.888.6872 p NOTE: LAN MON & ROS OFF TRIANGULAR SPACING - 12 O.C. INSTALLATION: PER DETAILS 03 & 06 THIS SHEET P_2 CAST CONCRETE PLANTER: 2015148 VINES & TURF CONTACT: LORA HINCHCLIFF; 214.673.3341 3 � CHILINI � DESERTWILLOW � Chilopsislinearis 36" BOX 6' COMMON INSTALLATION: PER DETAIL 03 THIS SHEET ISSUE: MODEL: LARKSPUR 30 SIZE: 48 X 48 X 30 HT. COLOR: ADOBE 61078 0 QNTY. SYMBOL NAME BOTANIC NAME SIZE NOTES L-4 SUPPLIER: LANDSCAPE FORMS LARA MOFFIT 269.337.1309 FEBRUARY 5,2016 ____] DECOMPOSED GRANITE: INSTALLATION: PER DETAIL 05 THIS SHEET SHEET NAME: SHRUBS 153 FIC PUM FIG IVY Ficus pumila 1 GAL. FULL,IMEN ESPALIER-6)60"RUNN RSMIIN,18INER O.C. L-2 PLANTING MEDIUM: tl4u COLOR: SUBMIT SAMPLES FOR APPROVAL LANDSCAPE PLAN QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. F-1 2,078 SF THU TUR THUNDER 62% -BUFFALO GRASS N/A SEED PER NATIVE AMERICAN PLANTER MIX (LOCATED IN ABOVE GROUND PLANTERS: P-1, P-2, P-3) THICKNESS- 2" IN POTS, 4" ON GROUND SIZE: 3/8 MINUS P_3 CAST CONCRETE PLANTER: (Buchloe dactyloides) SEED RECOMMENDATIONS 17% -BLUE GRAMA GRASS (45.2 OZ PER 1,000 SQ. FT. SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY SUPPLIER: CUSTOM STONE SUPPLY CONTACT: CHAD AKIN 214-869-9048 " " " �� TURF MODEL: LARKSPUR 48 SIZE: 32 X 32 X 48 HT. COLOR: TERRA COTTA 10134 62 ILE VOM DWARF YAUPON HOLLY Ilex vomitoria 'Compacta' 5 GAL. 24" 1Boutelouagracilis) OR 130 LBS. PER ACRE) CONTACT: LORA HINCHCLIFF; 214.673.3341 NOTE: INSTALL FILTER FABRIC BETWEEN DG MULCH AND SOIL MIX BELOW p /o -CURLY MESQUITE SUPPLIER: LANDSCAPE FORMS LARA MOFFIT 269.337.1309 (Hilaria belangeri) INSTALLATION: PER DETAILS 05, 07, & 08 THIS SHEET INSTALLATION: REF. DETAILS 05, 06, 07, & 08 THIS SHEET INSTALLATION: PER DETAIL 08 THIS SHEET SHEET: 0149 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL. 24" NOTE: APPLY 1 " CLEAN SOIL (THUNDER DIRT, SEE NOTES THIS SHEET) TO ALL TURF AREAS PRIOR TO SEEDING THUNDER TURF L1 .01 GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB 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" ��� CREW 0eoe JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEA00� �' �� 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. Cemetery Golf y Y MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. gERS�sE� Y�'� FAQ Course sEMINOLE 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR °PH o�,2a9 �� vr[���r Uj H= = o 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. `"�" oo foo E FRESHMEADow WW z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 �' s�� rN ESS a x v' W PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. G INVERN Y PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING I Q Brown & Gay Engineers, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. = 2595 Dallas Parkway, Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE INVERNE y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELYZ, o/ 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'. SITE 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 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. of N e��O CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: o SOLgNA ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND nor 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. 09� 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 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 CENTU R1111 ,011I AM ERI CAN 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 ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 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). 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 MOORELAND ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Engineering • 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 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. w Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ��V ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. Q 0 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. >: 14. LAND DISTURBING ACTIVITIES ON THE PROJECT. > 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES z ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL INSPECTOR. OVERALL LEGEND Z z w OU 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 J O W 0� Z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE PROPOSED FIRE HYDRANT 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. C , Q Q EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH v w � CO 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. SSMH Z PROPOSED SANITARY W co APPROVAL OF THE PROJECT. Q Q MANHOLE 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. V W DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS PROPOSED STORM INLET � 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � J C� Y W SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. \ Z TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO (:)-o PROPOSED STREET LIGHT _ Q J EXCAVATION. SANITARY SEWER NOTES: ® EXISTING TRANSFORMER Q W (f� pp 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY Z > w W RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING a-o EXISTING STREET LIGHT Q CONSTRUCTION. �_ a E 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS G EXISTING GAS METER AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, Q Q LATEST EDITION. ❑E EXISTING ELECTRIC MANHOLE LZ z 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. 0 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. EXISTING SIGN U Q p 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. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. _♦ EXISTING FIRE HYDRANT 3 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY w REVIEW AND ARE NOT INTENDED z SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. 0 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 L 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. a 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(13)). REFER TO MANHOLE 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. U) RESPONSIBLE ENGINEER: Ld 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 Q 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 of 1-800-344-8377 WILLIAM R. JANNEY, P.E. Uj bi z12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. JANUARY 14, 2016 r REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY `i AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i CAUTION 11 0 THE CONSTRUCTION CONTRACT. EDITION. Contractor to Verify exact location a 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT & Depth of Exist Facilities Prior to BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN any Construction Activities DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 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: 1-800-DIC-TESS 0 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 o 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). oON PROJECT. 004 a STORM DRAIN NOTES: REVISIONS 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV NO. DATE DESCRIPTION JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. F 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 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION T, SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. 0 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. U) a A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 U) 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: i 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: 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL v� MUNICIPALITY. 1. CONTRACTORS WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. z 0 FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL C 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. GENERAL NOTES wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. k w1 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT }o CONCRETE AND/OR ASPHALT EDGES. QQ N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �z ° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS153490R2 PREPARED BY EWI C6 � AND DATED SEPTEMBER, 2015 aD o TROPHY CLUB o o 6 BOB JAMES Medlin MEA00 ern ��j`�NoOY7OL p o\.p pvO°p°v°/wp,° ' / p p II pppp�°= p p °p/\p,pvp�p p p p p°°v p°p\°pv pppp/p`pv°o v°Op-°°v°p° °,°°p p°�,\-Svp_v°Ipp°-\pV3•dp\rv.���2opp v V _p�pv✓pVv\°p 2p v pR� �"• _vp\_�,___,FVi_r I'R 1—//EM/ Ov°°°p 0`n°p�o/�'\vp V ° -�p II pv CCp vT\°°vpO °p Y° pos ° pKpr1v p p• p\ C� p � pERS�VSSNS�� N FR E42SH�MEAiDON N E�SSw� °ano a O � <o � `r K ' "Y= � F � Y1W Cemetery Golf Y Course o -TROP" SEMINOLE v M0 �' ZwI114 x Brown &/ G a y U\NIZ En gJ�Qin e■ e r s z~, I n �YHNc .J WESTLAKELvD INVERNE 2595 Dallas Parkway, Suite 204jiS o Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.co m TBPE Registration No. F-1046 G Contact: Will Janney 114 Tel: 972-464-4835 -OVE264 LF EX1ST1NG-E7RB 0 Copyright 2015 INSTALL LONGITUDINAL BUTT JOINT SOLA"q REMOVE 42 LF EXISTING CURB DOVE ROAD LONGITUDINAL BUTT JOINT ol RE OVE 9 LF EXIUN�CURB NINSTAL LON D- OL BUTT REMOVE 87 LF EXISTING CURB INSTALL LONGI�}I-N*E BtTTJO1- CENTURICIN R30' VICINIY MAP REMOVE 64 -L XISTING CURB R10' R3' (NOT TO SCALE) DEVELOPER INSTALL LONGITUDINAL BUTT JOINT R8'_ vc�CIA e3l, ° 5CENTURION AMERICANp LS 1800 Valley View Lane Suite 300R30' 1Farmers Branch, TX 75234 R8.9' 2 R3, Contact: Michael Beaty Tel: 214-287-9009R3 19> 'R 3' R1 3MOORELAND Engineering Development • Construction50, \3' REMOVE 7 F EXISTING CURB R10' R1' INSTALL Horizontal Scale: 1' 20' w LONGITUDINAL (D < X 0' 20' 40' Q WR • BUTT JOINT R5' R3' }RJR3 � R1 0, �I R1' / ° ° Vp L (/) O U R7p R8 W � M Lr- , LLI 0 0Z3' R3 U6. � W 3' LS W9, RR8' �9, R22' 2 R3v! W/o ° z w WREMOVE 9 LF EXISTING CURB N INSTALL LONGITUDINAL BUTINT O ] 1L v/Y ° Z > 7 WREMOVE 29 LF TING CURB INSTALL LONGITUDIN TT JOINT U Q O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY— � � REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN of R3' FINAL FORM THEY WILL BE o SEALED, SIGNED AND DATED. REMOVE 61 L ISTING CURB 24% RESPONSIBLE ENGINEER:Q INSTALL LONGI UDINATT JOINT BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERINGZ O FIRM F-1046 WILLIAM RJANNEY, P.E. RQ TEXAS REGISTRATION NO. 108663 a JANUARY 14, 2016 REMOVE 44 LF TING CURB ! !CAUTION ! ! R72.2 INSTALL LONGITUDINAL JOINT Contractor to verify exact locationR1 CL & Depth of Exist Facilities Prior to C v p any Construction Activities PAVEMENT LEGEND (SEE GEOTECHNICAL REPORT) CAUTIONR3' CONTACT: 1-800—DIC—TECs ° R3' R3' 0 R54 48 HOURS PRIOR TO CONSTRUCTION CONCRETE PAVERS ABOVE 3/4" OF SAND AND 5.5" 3,600 PSI CONCRETE W/ #3R30' EVISIONS MBARS ON 18" O.C.E.W. ON 6" OF REV NO. DATE DESCRIPTION LIME/CEMENT TREATED STABILIZED SUBGRADE. SEE ARCH. PLANS FOR O PAVERS TYPE AND LOCATION R�4 PROPOSED SIDEWALK 4" 3,500 PSI R15CONC. PAVEMENT W/ #3 BARS 0 24" O.C.E.W ON 6" STABILIZED SUBGRADEN REMOVE 164 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT R-FM-OVEJ72 F EXISTING C DRAWN BY: INSTALL LONGITUDINT JOINTR3' w V CHECKED B : NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS DATE:EXISTING FOR THIS PLAN SET 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED PROJECT NUMBER: TBM1 — "❑" Cut in median nose located — 700 feet southeast of intersection of Davis Sheet NO.Blvd. and Dove Road. Elev. 668.96 1-1 Z p E TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. PAVING PLAN ww Elev. 679.58 zH Z� TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. wi Elev. 683.26 QZ 0Q N TBM4 — "❑" Cut in median nose located —600 feet east of intersection of Davis Blvd. C5 Z and Dove Road. Elev. 648.47 Of� CO 0 TROPHY CLUB W ---- \ 1 - i � CRE �G� O B0B JAMES _ II - _- ' 'r 'C �\\S\ Me lin Golf MEADO �� W Cemetery y \ I� �� � 1-== - ____ ___ - - - -- -- _ ; \\ \ \\ EFz�S E� \v� Course J � �L \ / i / j _ _ _ ' \ \ \ \ SJNS TROPHYG 2 F.4 SEMINOLE 9� M Is _ _ _ _ _ _ _Av _ _ _ o y \nI 1 �� �_ � ✓ ��- - �� \ 1' \\ �c^F,9 oP T�,�gcF FRESH .N mc=i zo �N g D R,O• v V / / / / �� __ \ 114 G\ OXY r MEADO m< Z I I I LE W T H / / ' / / „`j� _ - \I \\ \' o u' �� �ERNESS a x Y s 1 \ � \ `o``r"m , LLI = Brown & Gay Engineers, Inc. WESTLAKE \ �� INVERNE ' � 2595 Dallas Parkway, Suite 204 � o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.browngay.com 1 I TBPE Registration No. F-1046 I - - _ 02 0.2 - \ 01TE KING Contact: Will Janney A6- - II Tel: 972-464-4835 0. ti ��I `\ 1 0 114 Copyright 2015 _ - G G-I/ �G G G /GG�i G -G G�G G G G - - � L \ 1 DOVE Zr Ci�\S G = 40M Mas-Zoo " -iG- - - OG GWOW G l � / r------- i -- _ i -- -- ---- 9 i� \ I VICINITY MAP \ - - ------ - - ---- __------- (NOT TO SCALE) DEVELOPER s , 1 ----- -------- ----- ----------- -------- ---- ---- ---- --- --- ---- -- ---- ------ o ---- - _ I Al _ _- ------ - -------- r � I F12 '� CENTURION AMERICAN K- - LU --- _--_-- , ; I ,I ,� I 1800 Valley View Lane, Suite 300 EA --_ I 0.030.2 _ _ - m __-_ - = _- -- , ��� ° Farmers Branch, TX 752 � r 34 ----- \- ---- --- ----- - 'r------_a A2 _____ _________ _o _ --�- I o ° ,� R / II Contact: Michael Beaty 0 R A ' I ; Tel: 214-287-9009 Q 0.29 2.4 I I'1 II GR p,�E 1 _ I 1 1 1 ° I� RADE BREE�� I'1 �1 I MOORELAND ' lr 1 11 1 i 1 Engineering Development • Con;truCthon 3 ° GRADE B EAK 0.80 6.4 I - ° r_"- 'i ; 'i 1 Horizontal Scale: 1" = 20' 0' 20 40 Q Q X II 6-76 o Uj / ' j A7 LEGEND Z O \\ - //// GRAD ° " ��� (� ° A5I'� 0.12 1 .0 DRAINAGE AREA BOUNDARY z �/ L w U -- ' \677 REAK ° w/ I-- 0.19 1 .5 �� EXISTING CONTOUR LINE J o U Z v / Z� ( �'� '� 1 L C , Q Q ILr- O ° o , w 1 I 650 PROPOSED CONTOUR LINE v M v o� ��' i '��3 CM _ o 0 0 - - ' PROPOSED SANITARY SEWER U ,� 1 v Ilk \ / o (*P3 DRAINAGE AREA NUMBER < �/� W Q V 3.51 32.5 100-YR RUNOFF IN C.F.S. Z - (n DRAINAGE AREA IN ACRES _ ILL 1 671 'i / (� 0 0 v v\ \ `V A\ V - - - A4 '' / DRAINAGE FLOW DIRECTION Z - Z \ \`\ \ -- \ \04 \ 0.41 3.3 I i � 1 1 / � � Q Q o 1 I o 04 1 670 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. Z \\\ 0 / I \ // WHEN ISSUED IN o / v\ \� \\ \ �� / ' 9 v / / I AV /" I A / FINAL FORM THEY WILL BE / I i / % 1 ' I \ / SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER•. Ln BROWN & GAY ENGINEERS, INC. \ TEXAS REGISTERED ENGINEERING o \ \ \ _ \ FDC 1i \ / \ I \ FIRM F-1046 / / v v v A _ z -_, _ y A v _ 668 v \ \ WILLIAM R. JANNEY, P.E. ISTEXAS REGISTRATION NO. 108663 660 JANUARY 14, 2016 L ��v vvv vvv �v � `\ _ °,A � � 6->O vv l lvvv \ y� ! ! CAUTION II i v C v v �� - - \ vv.�� v v A V / Aion / A �\ ��- vv \ v ° - _ /j am AV A Contractor ot Depth ofEx strFacify il ties Prioxact r to any Construction Activities o B /� \ \ �� \\ \\\ \ \ o �/ /" / ��\ \\ /� \\ / \ �� N CAUTION U \ \\\ \\\ \ \\ �\ \ / CONTACT: 1-800-DIG-TESS \ ) \ \ 11k48 HOURS PRIOR TO CONSTRUCTION A8 �� �� _ ,� ,v / .� ^ o / \ \\ \ - - - - ��JI R-76 EVISIONS �,� _ _ - - - -- - _ _ \\\ ` �� \\\ 0.070.6 \\\\ \ ° // // \\ \ \\ /' \ ( REV NO. DATE DESCRIPTION F U o \ \ d \ - 655 - \ � � �• ;-; \ --" --- ------ i i / \ \ -,=\ \ i �- - __ /. V)l \ �, \ \ �� \ \ T, I \ ` I \ V DRAWN BY: D \ \ \ \ \ \\ \\ \ ? \\ \\ \\ \ �\ I : \ w� NOTEC_ _ - �ET� �� I vvv \ �� vvv A / \ I V CHECKED BY: 1) ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET. - \\ \ \� \ I \ \ DATE: i 2) EXISTING INLET ON ANDORRA & BYPASS INLET ON GIRONA HAVE CAPACITY FOR SURFACE RUNOFF Table l: Drainage Areas �I I \\ \\ , _ _ \ \ I \ 0 Area Area Area Coeff Time of 5 YR 5 YR 100 YR 100 YR �\ / \ I \ PROJECT NUMBER: Y Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single FainilY Grass Concentration Intensity FLOW INTENSITY FLOW TBM1 "❑„ Cut in median nose located - 700 feet southeast of intersection of Davis 0.95 0.7 0.65 0.35 Tc (in/hr) (CFS) (IN/HR) (CFS) i \ \ \ 1 \ \ Sheet N o. C) o Blvd. and Dove Road. Elev. 668.96 1 2 3 4 5 6 7 8 9 10 11 12 13 \\ \\ \ I i� PROPOSED " Al1 193 0.027 0.70 0.027 10 6.82 0.1 11.55 0.2 \ ° ' \ \ TB - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. T- � \ \ \ � \ DRAINAGE AREA Lu i Elev. 679.58 A2 12,804 0.294 0.70 0.294 10 6.82 1.4 11.55 2.4 \ \\ \ \\� I \ I \ 3 N A3 34,690 0.796 0.70 0.796 10 6.82 3.8 11.55 6.4 \\ \\ \\ _ \ M A P Z i TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. A4 17,887 0.411 0.70 0.411 10 6.82 2.0 11.55 3.3 \\\ \\\ ` C \\ \ Q a Elev. 683.26 A5 8,217 0.189 0.70 0.189 10 6.82 0.9 11.55 1.5 i A6 974 0.022 0.70 0.022 10 6.82 0.1 11.55 0.2 °n� TBM4 - ❑ Cut in median nose located -600 feet east of intersection of Davis Blvd. A7 5 145 0.118 0.70 0.118 10 6.82 0.6 11.55 1.0 Z 1 C6 �•o and Dove Road. Elev. 648.47 \\ \ \\ \ \\ \\, \� j \ 01 A8 3,091 0.071 0.70 0.071 10 6.82 0.3 11.55 0.6 �- mo \ / \ TROPHY CLUB o o \ i J 0 J CREW v BOB JAMES Medlin MEADOW E % Cemetery Golf y Y J Course o - - / SVS TROPHY 2 FAllyyq SEMINOLE v �Cq Y w= = o ti 114 Gpo o�OYFRESHMEADON wa Z YGE41o= �� INJERNESS = Brown & Gay Engineers, Inc. L\j D ��� T ___ WESTLAKEn INVERNE 2595 Dallas Parkway, Suite 204 �a Frisco, TX 75034 Avg 1 - - -�- _ 0 R. w ' / / / - - - � Tel. 972-464-4800 • www.browngay.com / - - � \ \ TBPE Registration No. F- 1046 T \\ \ SITE KING �/ r -, \ CTel: 972-464-4835 y / L \ \ 0 114 Copyright 2015 \ I ' / / 0.299 AC. TC675.64 /TC675.91 X3,007 SF J MATCH EXISTING a SOLgNq TP67+TZ _­� TP674.83 i �- MATCH EXISMATCH EXISTING \ \ DOVE ROAD P TC674.48 \ s� -MATCH EXISTING ---- TP675.37 MATCH EXISTING \ ° _ a _ TC675.44 T 672.86 MATCH TEXISTING / TC675.62 MATCH EXISTING ^ -- MATCH EXISTING 6j MATCH EXISTING �TC675 74CENTURION AMERICAN , - � TC671.28 / � , MATCH TEXISTING 6'� � - � S � _'__-- J � ��\ VICINITY T TO SCALE) MAP DEVELOPER TC672.77 - _ MATCH EXISTING " _ -- �h � CENTURION AMERICAN TC668.07 / TC674.01, (0 ¢� 1 I TC675.28 TC668.34 � - - �/ TP675`83 ® I MATCH EXISTING 1800 Valley View Lane, Suite 300 �TC674.41 Q+� 1 Farmers Branch TX 75234 o TC671.10 _ - TC675.41 - - - - / 1 / �\ 671 /TC673.901 - o - >6, 1 �TC675.91 \ 1 � 1 675 TC675.39 Contact: Michael Beaty TC675.94 r - L _ \ \ / I Tel: 214-287-9009 N 1 / TC674.18 - - -A 11 l 1 r �/ TC676.13-\ TC675.54 REAK �� I RETAINING / 6 TC676.33 TC676.45 Y - GRAOE B o m �2,p WALL /� ,6�5 - I TC676.44 o ° I JP676.67 I ApE �� MOORELAND _ 1 w I / T 676.9 1 � 2 � GR - \ _ TP667.45 \ TC667.98 �1 \ �o0 1 Q I ��� ` // ^� '� o I gREA� TC676.85 Englnetnnq • psvelopment • Construct - TC667.98 m rn I TC670.23 \ �o 6� 0,TP677.00 �- - I C676.45 TC667.90� oll `� ° TP676.30 9,719 SF CGRApE �� - _ i Horizontal Scale: 1 - 20 TP667.29 �1 __- RADE 0.164 AC. ° 8 \ TP675.83Lij LOT c� TC675.60 -_ BRE TC676.90 TP676.62 ° BREAK I (D Q Q 1 o _ l 7,127 - 61 -- �TP674.22 X 1 TC670.03 TP675.04 I T co TC676.73' 1 6� MATCH EXISTING 0' 20' 40' W L 667.90 1 \/ / . } -RETML ,-, �� �TP676.36� I I o I Q � � _ ^ I ° ° J GRADE 1 , 300 S d TC676.81 �Q 0 S �, - 0..315 AC. TC667.79 � 1 TC675.81 ! I 1 - - B EqK lir 6j . U Q 13,741 SF 1 TP675.25 / - o 11 V 1 moo) A V 1 Q L.L Z TC66 / \ ° TP667.00 \ / TC67 .63 rrr 6 FFE,=677,00 -A \ b77.00 TC676.4 TC675.70 0, \ l RETAINING I 676.90 � TP677.00 ° 1 � 0 \ TC6�7.6 f�TC667.47 WALL / 616 ° o ° �C TC675.78 TC677.10 r� 1 1 \ 1 \ z L LtJ V TC676.90 TP676.87 L ; � TC676.53 \ J W � � 668 / TC677.44 TC676.90 TC676.94 PO P�� � TP676.67 I � J � O O Z \ �SAL o LL ES - _ ��0 TC677. \ / I / � / \ I I z L1J %".; � O \ \ E TC666.61 P / �1 TC677.26 I RADE = _ o ° / I TC673.83 \ Q � ti \ 66 7_ P666 00 �� / 677 I Y E BREAK _ f TP677.00 C I / Z � -TC666.25 / I o I Q \ \TC676.00 ° / / o W 666- - )) TC677.77 ° `0 I L'i TC676.27 \\ •./!� o\\� '� TC673.48 TC673.671 �L W r J U y FFE -6 .00 O / ! �/ � \ '� TC677.10 / MATCH EXISTING 1 0. 01 AC. \ I • z Q 665- - O ° TC677.59�` w \ TC676.09 �o 6 816 SF \ V J w J p \ __ _ _ TC677.90 / �� 6�3 I Q m H Y 664 ° O ' I 7 � - I \ Z > W / I \ rod ° o I TC677.63 \ / I r- 4,� o ° o ° \\ I ° / TC673.06 MATCH EXI TING I� / I TC677.90 \ ° / 6 / I- � 0 O �2 Ln i \ / � I � 6, ° o / / Z Z _ / U Q O � ° � � MATCH EXISTING � 6,� � �% � o _ - TC677.90 L - - - _ TC677.90 o ° 671 / THESE PLANS ARE ISSUED FOR 3 \ \ \ \ 0.825 A \ \ �� - / I THE PURPOSE OF PRELIMINARY \ I \ -- - ° ' I f / REVIEW AND ARE NOT INTENDED z I \ \ \\ \ \ 35,942 SF 8 D E R G R 0 U N D \ TC670.89 Z MATCH EXISTING ( FOR CONSTRUCTION. TC668.33 �\ \ FFi \ P RKY SPACES \ / / � 1 FINALWHEN FORMISSUED IN HEY WILL BE 66ti TC668.33 \ \ i \ 1 \ \ - 3\\ \ R TC671.07 670 I �I SEALED, SIGNED AND DATED. Ln I \ \ 668 E EVEL=668.00 \ \ ! / / RESPONSIBLE ENGINEER: �ti \ \ 1 ° 6\ \ �\ \� FE\�P � E�678.00 �V 670 / ' \ BROWN & GAY ENGINEERS, INC. 0 ` \ \ 6, � S \ \ \ / TEXAS REGISTERED ENGINEERING 6) S _ / I \ FIRM F-1046 \ TC665.58 666 \ \` \\ \\ 4 _ - _ / I� 669 ' WILLIAM R. JANNEY, P.E. \ \\ \ MATCH EXISTING \ TEXAS REGISTRATION N0. 108663 L \ \ \ \\ \\ \ \\ 6�3 JANUARY 14, 2016 i 66 669 \ cv, CAUTION \ \ \ \ TC666.14 \ \ TC668.33 ' \ o Contractor to Verifyexact location / \ \\\ \\\ \ \ MATCH EXISTING ` ,� \ \ \ \ l 668 / -� I \ & Depth of Exist Fcilities Prior to o ` \ \ \ R08,6 ° an Construction Activities 660 - � 668 \ \\ \ \ �� / v 668 / I \ r CAUTION \ \ \\ \ \_ 6)\ \ / \TC667.80 CONTACT: 1-800-DIG-TESS ° \ \ \� \,, _ 667 - 0 \ \ / 48 HOURS PRIOR TO CONSTRUCTION U / / \ \ TC666.16 6 \ \ -- �TC667.53 659 \ \ MATCH EXISTING66 v - TC667.81 t/ MATCH EXISTING REVISIONS < \ TC668.33 6� 63 LEGEND REV NO. DATE DESCRIPTION MATCH EXISTING \ \ \ \ FH / \ 58 \ \ \ \ TC666.43 __ 0,0' \ _ PROPOSED FIRE HYDRANT 6 \ \ \ TC668.13 MATCH EXISTING 6� \ \ \ \ TC667.20 \ 66 SSMH PROPOSED SANITARY o / \ - 657 - - - \\ 661 6 \ MATCH EXISTING / MANHOLE ® C J \ \ \ ` \ \ \\ \\ - \ - - 0) , 665 - 650 EXISTING CONTOUR LINE / \ � \ \ � \ \ 666 \ \ \ / / PROPOSED CONTOUR LINE 6 \ 650 o / \ 65 \ \ \ \ \ DRAWN BY: CHECKED BY: _ J ( NOTE: 655 \ \ \ 664 - ���-� I ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS TC668.09 - _ �' EXISTING FOR THIS PLAN SET. DATE: I 663 -MATCH EXISTING I \ \ \ \ - I ALL SPOTS TOP OF CURB UNLESS OTHERWISE NOTED. 0 I -� / PROJECT NUMBER: 654 - � � _ \ \ \ \ \ �_ 662 �� � \\ TC668.36 \ \ -J TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis v M I \ \ \ \ \ \ 661 - \\ \\ � Blvd. and Dove Road. Elev. 668.96 Sheet N o. Z o GRADING PLAN I \ \ - 653 \ \ \ \ \ \ \\ TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. L.0WI i Elev. 679.58 \ \ Z�' \ \ \ \\ \ \ \ \ \ TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. wi �Z Elev. 683.26 QQ TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. C7 Z and Dove Road. Elev. 648.47 Of� CO 0 TROPHY CLUB o o U BOB JAMES Medlin MEg00 �n Cemetery Golf y W _ — BERG SES ��JO Course o SEMINOLE — — — SVS TROPHY 2 FAllyyq �� v VilCq y W4= o 4 MEADOW W Z 0 Q I LJ Y Q Brown & Gay Engineers, Inc. w2595 D WWESTLAKE Dallas Parkway, Suite 204 S 13 � � I n INVERNE � 1 / �� o Frisco, TX 75034 0.\N ' / I Tel: 972-464-4800 • www.browngay.com o - - ynIIDTH w I � � ( RI ABLE I TBPE Registration No. F-1046 LOT 3X9SITE "'"c Contact: Will Janney BLOCK AI 114 Tel: 972-464-4835 w 0.299 AC. 1 _ Copyright 2015 N a SOL w w � I P 13,007 SF �Foc�FpC �to�or INSTALL 6" — RELOCATE 1 FOC/FOC DOVE ROAD J o,s� n w _ FIRE SERVIaG — EXISTING FH I�Fo FpC� \ $ �rF w INSTALL 2" fG:� INSTALL INSTALL FIRE FpC—F0 Foc 91 ����°oa DOMESTIC SERVICE 5 LF 8" WATER DEPARTMENT �Foc/ r - \ I r 10 WATER ESMT F AMERICAN ,�J G G G G G — CONNECTION � � G� INSTALL: / �Foc J L \ VICINITY MAP CENTURION G—G \ 1 - DUCT BANK PULL BOX W W ° - - 1 (NOT TO SCALE) DEVELOPER F - Foc —8" WATER =� G CENTURION AMERICAN c / -�—Foy -� ___410' WATER E�SM_T ® 1 L �y \ 1800 Valley View Lane, Suite 300 n FOC FOC FOC-FOC-FOC-FOC-FOC-8FOC-FOC FO 0 -FOC FOC FOC r..: - - C OC�FOC� " _ - .00 FOC-FOC-FOC FOC INSTALL 2 - \ Farmers Branch, TX 75234 / RELOCATE -� WM DOMESTIC SERVICE 1 I \ Contact: Michael Beaty / �_ _� - _ � - ;o �' -- I � � � EXISTING FH - - - - - - - - - - - - - - - - - - - - - -- INSTALL 6" L - I Tel: 214-287-9009 FIRE SERVICE INSTALL Y - 1 111 1 I I W 6 LF 8" WATER - W - - - - INSTALL: - - - - INSTALL FIRE . 1 - DUCT BANK STUB I 1 I I \ 0 - - - _ FDC - - - - - - - - - - - - INSTALL: DEPARTMENT o ° � M �9 I 1 I I MOORELAND--� - 1 - DUCT BANK STUB ° CONNECTION I F- INSTALL FIRE - BL 1 \ � -DEPARTMENT INSTALL: � 1 L - � T � CONNECTION 1 — 8 SANITARY SERVICE ° 5 0.223 AC. � � — � 1 CONNECT TO EXISTING 8" BL ° 9,719 SF I 1 1 I Horizontal Scale: 1" = 20' \ o SANITARY STUB ° 0.164 AC. ° o ° 11 I I� I \ \ W Q n LOT \ \ \ \ 127 SF I 1 1 1 0' 20' 40' Q X E U N�' I I 1 Q W �I BLOCK � INSTALL: � ° RETAIL (� � I � I I \ I � � 1 - 2" DOMESTIC WATER SERVICE I d1 , 900 SF ° L - Q 0.315 AC. 0 1., 1 - WATER METER 3. INSTALL 9 S d ° - -1 1 1 V C) L.L �/ > 13,741 SF 7 1 - 6 FIRE SERVICE •••• 33 LF 6" PRIVATE SS 11 \\ ° I 1 1 Q Uj L.L ° (CONNECT TO EXISTING 8" WATER STUB / •••� ° \ \ P��SS FFE=677.00 FFE=677.00 1 1 I I �- 8 �< s SS S ° ° ° ' \° 1-11 1 I N OTE: z W U CONNECT TO EXISTING \ �Q� ® °° - 1 1 ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q W 0� 11-- 0000 ° , ° DUCT BANK STUB EXISTING FOR THIS PLAN SET O U Q ° ° / I I ! LE / SSMH �ICE � / / I (,� w M M O / 5S x 15' SANITARY \ v ° / / \ I TBM1 — "❑" Cut in median nose located — 700 feet southeast of intersection of Davis Z w �/3300 SF M Q / D ESMT INSTALL _� o PR�V �� o o Blvd. and Dove Road. Elev. 668.96 U �_ < � G / II 33 LF 8" SS A rE SS �`' ° � � � � / 1 " " � � � W C n o \ ,� J \ L S B L TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. r J U Y FFE=668.00 ° INSTALL s / I Elev. 679.58 W \ Z Q 5 O ° S I �/� J 171 LF 6 PRIVATE SS / 1 1 " " Q V J W E \ / I I TBM3 - ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. V) m U) SS ° \ SSMH o Z o �7 / 1 Elev. 683.26 O � > W W 55 ° ° ° O � �-.. INSTALL ° � � r- S o 4� Q N S v7 9 6 LF 8" WATER ° ° o ° II 1 TBM4 — "❑" Cut in median nose located X600 feet east of intersection of Davis Blvd. \ LL • �� and Dove Road. Elev. 648.47 Q Q '''' W ` RELOCATEI ° Z Z EXISTING FH - - - - _ o ° I I W 04 �I 9 Z BLOCK A 0 o INSTALL 16 LF 18" RCP THESE PLANS ARE ISSUED FOR C:) n FOR CONNECTION TO 0.825 AC. — I I \ THE PURPOSE OF PRELIMINARY Ln I �M ROOF AND PARKING 35,942 SF — REVIEW AND ARE NOT INTENDED 'a ! � / s GARAGE DRAINS OFFICE 38 U N D E R G R O U I 1 I FOR CONSTRUCTION. `� s PARKING SPACES WHEN ISSUED IN Z / �� I I FINAL FORM THEY WILL BE a / C 7, 328 SE Z1 I SEALED, SIGNED AND DATED. / FFE LOWER LE EL 668.00 Q W ss y,� ♦° OMI 1 \ \ RESPONSIBLE ENGINEER:RETAIL FFE UPPER LEVEL 678.00 BROWN & GAY ENGINEERS, INC. / II 1 TEXAS REGISTERED ENGINEERING N \ INSTALL: I I FIRM F-1046 iy c 1 - DUCT BANK STUB INSTALL: INSTALL FIRE 1 I WILLIAM R. JANNEY, P.E. \ CONNECT TO EXISTING I 1 TEXAS REGISTRATION NO. 108663 s ♦ 1 - 8 SANITARY SERVICE DEPARTMENT s : w` DUCT BANK STUBI I I 1 JANUARY 14, 2016 CONNECT TO EXISTING 8" CONNECTION � \ ` SANITARY STUB L 1 ! CAUTION .� SS \ ! ! \SS o• INSTALL: FDC Q I I 1 Contractor to Verify exact location CL 1 �� \ \ • 1 - DOMESTIC WATER SERVICE \ & Depth of Exist Facilities Prior to 2 any Construction Activities SS os w 1 - WATER METER oo� \ • 1 - 6" FIRE SERVICE \ \ CAUTION u's ss\_� CONNECT TO EXISTING 8" WATER STUB \ \ O CONTACT: 1-800–DIG–TESS SS • i \ \\ \ rn 48 HOURS PRIOR TO CONSTRUCTION ® \ INSTALL / \, 11 Q RELOCATE I 31 LF 8" WATER / \ M EXISTING FH 8 WgTER \\ C \ \ tII N = REV NO. DATE DESCRIPTION Ns • o RELOCATE / / / \ �A N o EXISTING FH / \ \ '� INSTALL4k ss \° \ �� / �\ � 100 LF 8 WATER a, Q ♦ y\ \ \ � j o s P\ \ SS \ ° • <y \ \ \ N s / INSTALL _ W • \ \ OWN 19 LF 8 SS \ W w� ; \ \ \ \ \ INSTALL ss \ \ 1 LF 8 WATER \ \ \ \ DRAWN BY: \ \ S SSSSSS 0 CHECKED BY: LEGEND DATE: FH PROPOSED FIRE HYDRANT \ \ / �\ \\ \\ \ PROJECT NUMBER: -o SSMH PROPOSED SANITARY \ \ \ \ MANHOLE FIRE COVERAGE / \ \ \ \ Sheet No. 0 FDC PROPOSED FIRE DEPARTMENT CHECK \\ \ \ WATER , STORM , \ \ W PROPOSED WATER LINE z� / \ \ \ \ D U C TB A N K 8c \ \ Z N SS PROPOSED SANITARY SEWER \ \ o \ \ \ \ \ SEWER PLAN J - - PROPOSED STORM SEWER Z C8 °% ma i V � TROPHY CLUB w N p 6Rj0MA � y � ���� cr �����, 6 BOB JAMES Fl�1�R FpI ��`' Medlin MEg00 Cemetery Golf 1 y w D I CO I 0�R(S SES G\J9 Course -j o OF P01 APART �v / = SJR TROPHY ��209 \P Vill F SEMINOLE JV UJIT= o ti SPACI6G10�E \ IS \nI / / �� i \ 114 GAO ��pL r RE2 MEADON wa Z N Q TO FILTER FABRIC MATERIAL SECURELY D Q O, V ) / , \ s3G `n iNVERNEss LLI 1 \ Y 1 \\ \ I TTHHETWNRDME THE POSTS OR (IF USED) \ I j I \ \ <Qo= m� s Q Brown & Gay Engineers, Inc. STEEL POST ( V AR V V / - \ \ T — �_ I \ _ WESTLAKE I = 2595 Dallas Parkway, Suite 204 APPROXIMATELY 8" OF FILTER � � / T � INV � y� FABRIC MATERIAL MUST EXTEND _� / \ _ — - 1 / �_A 0 Frisco, TX 75034 INTO A TRENCH AND BE ANCHORED FOR ADDITIONAL STRENGTH / WITH COMPACTED BACKFILL MATERIAL \ / / C/) Tel: 972-464-4800 a www.browngay.com FILTER FABRIC MATERIAL MUST] \ \ \ TBPE Registration No. F-1046 / � W / / o � _ — OPv� BE ATTACHED TO A 6-INCH RUNOFF (MAX.) MESH WIRE WHICH HAS Contact: Will Janney i BEEN FASTENED TO THE POSTS. I T KfNG 114 Tel: 972-464-4835 APPROXIMATE 4"X4" ���� �s� 1 V Copyright 2015 TRENCH / /' /' p SOLA AA G s FOC Ota s F\ Foe 1 DOVE ROAD �t 0,� —G- FURNISH & INSTALL: N STALL_ N G A F LTER FAB R C S FURNISH & INSTALL:LT FENCE = — p �j �G 20 LF OF , F° \ _ SILT FENCING LF OF FOG 242FURNISH OF INSTALL: SILT FENCING �Foc�Foc�'` �\ �• V / W — - �G G G /� SILT FENCING � _� � � 6j �Foc FpC 1 \ " —�G_G -� �— / VICINITY MAP G I � -- F� I \ (NOT TO SCALE) DEVELOPER FOC FOC \. A CENTURION AMERICAN °— ® I -, L y -� 1800 Valley View Lane, Suite 300 \ �� OC�FOC�FOC - — � FOC FOC FOC—FOC—FOC—FOC—FOC-®FOC—r` - .- — ,_ —FOC F FOC L /\ � � Farmers Branch, TX 75234 0 —F - FOC FOC FOC FOC FOC—F FOC /_ I ' Contact: Michael Beaty — 67 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I� Tel 214-287-9009- - � \ W - - - p I W FURNISH & INSTALL: AK _ - - - - 1 117 LF OF GRADE BRE �o FD SILT FENCING I MOORELAND — 1 - - -FDC 6 D I • E — — — — — — — — — — Y - Lp ` ' 1 GRA I Engineering • Development • Construct, X0-1 `Q \ D I ° I BREAK I 1 I Horizontal Scale: 1" = 20' D o D CD Q ` D o✓ o D \RADE I II I 0' 20' 40' I - I RADE BRE �a ° II BREAK ' I I W < D _ 6 � o I` I I X ° 1 `o � � Q � W \ r GRADE LEGEND Q BEAK j U �/ � � DRAINAGE AREA BOUNDARY Q w L.L 11-- aG / ^ I 1 J EXISTING CONTOUR LINE Z Z 0 O 6 8 D FURNISH & INSTALL: \ / 161 D o D � / ��\ ° 1 I 1 Z W (� 20 LF OF \ / ,� , ®/ � L _ 1 650 PROPOSED CONTOUR LINE Q Wll-- \ o D D SILT FENCING 663 D ° �� ��O P\ ° �� 1 U Z � ° ° // � 11 SILT FENCE Q LL Q FURNISH & INSTALL. GRADE B W ,�� "� � I I � Z � M O � 182 LF OF Q, � D � STORM INLET PROTECTION Q SILT FENCING / J/ 1 U I �► (37— j/ 677 � REAK � � l/ ' - Q / I (f W 666— -- I� O /� , ° \ D v I 1 LSA / STABILIZED CONSTRUCTION ENTRANCE W r J z Y o \\ —665- i �� O ! D _ ` \ \ �� I 2 0 - Q V" �� 1 6� DRAINAGE FLOW DIRECTION Q U) CIO0� 070W 1�t co D ° , STORM DRAIN INLET - r- s _ \ � I D CL LL D I N C y\, � A — _ c V I \ \ W Q (J) ° \ � U Q O -� INSTALL STORM INLET \ - D ° FURNISH & INSTALL: PROTECTION I _ 23 LF OF ` I I \ \ _ — — ` D o / / % SILT FENCING / I \ THESE PLANS ARE ISSUED FOR / THE PURPOSE OF PRELIMINARY o �+� VA A A \ — —\ D ' 1 \ REVIEW AND ARE NOT INTENDED I \ \- \ I / FOR CONSTRUCTION. WHEN ISSUED IN I r, \ \ \ \ \ \ 1 / \1 FINAL FORM THEY WILL BE U) \ \ 1 \ \ \ / 70 I � I SEALED, SIGNED AND DATED. I n �. 668 \\ \ \ < c \ -- Z 6 / I Z \ \ \ — �_ \� \ 1 / I / -\ a \' \ I \ ♦\ \ I _` \\ \\� \ V / O I I' / O BROWNS& GAY BLENGNGINEER:INC. TEXAS REGISTERED ENGINEERING \ \ i FIRM F-1046 0 /� �_ / \ \ \ 6 \ \` \ % WILLIAM R. JANNEY, P.E. I � n � ♦ 6g \ � � � \� A � 6 6 9 � � N o \ \ \ ♦ \ / I 1 .� N / TEXAS REGISTRATION NO. 108663 °' / \ 9 \\ \, \ \ �♦ \, \\\_ JANUARY 14, 2016 Iok v f. �_ ♦ A \ V 669 n '� A ! !CAUTION `o \ V A FDC a V & Depth to Verifyexact location 1 7_ / \ \ \ \\, \ \ ` D ,\ \ \ \ / 668 / / \ of Exist Facilities Prior to o \ \ \ \ R08 ` � any Construction Activities 660 \ E \ \\ \ • A �- �`b 668 \ V CAUTION o \ A- A \\ \ �� - \ 6>� _ 6 , /'. / V CONTACT: 1-800-DIG-TESS i \ \ \\V A 66� - \ \ �% \ 48 HOURS PRIOR TO CONSTRUCTION - D TOP VIEW 0 50' Min. \V �;�� REVISIONS Q \ - ANY LENGTH PLUS 12 TO SEAL ENDS c� � / `._. / \\ � 1 REV N0. DATE DESCRIPTION M Concrete Boulder Type Rip Rap \ \ \ FURNISH & INSTALL: N Grade to Prevent f from F: Leaving Site o \ \ i \Filter Fabric \ \ \ 176 LF OF _ 7 — -- / ' \ \ \- SILT FENCING 'E\ ,/ \ \ \ e \ 19 .- \ \ / FURNISH & INSTALL: 6-7 6 12 LF 0 %% 12 SILT FENCING o \� \Existing Grade PROFILE Roadway \ \ \ \ \ \ \ \ 6 / // / \ DRAWN BY: o \ \ \ \ \ , ' , , ' ' ' , ' ' , � \ \ V A \ 66S \ V ��k �' /� 11" w \ \ \ CHECKED BY: \- \ ` J • D N 50' Min. .p \ \, \ -� ��� �` / v' DATE: o Transition to Roadway ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS \ �, \ I \ I-- NOTE: _ -- --- _ ° EXISTING FOR THIS PLAN SET ` , \J� �-� — \ � _ � SIDE VIEW END VIEW o — , ��- - -� A / NOTES: PROJECT NUMBER: � � \ o < e 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT m N� I °� , TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis �� \ r�F� _ -�\ �- _�� ;.;\ FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. Sheet N o. Z0 o Blvd. and Dove Road. Elev. 668.96 -- -_ _ \ - _ 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. -" 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. a Radius (5� Min., ° — EROSION CONTROL W I TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. DEVELOPER 0 W N E R SURVEYOR/ENGINEER ADVANTAGES: Z w R.O.W Elev. 679.58 A) EASE OF INSTALLATION PLAN (D N B) EASE OF MAINTENANCE Brown & Gay Engineers, Inc. C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS Lu I PLAN VIEW TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. CENTURION AMERICAN MAGUIRE PARTNERS - D) CAN BE REUSED <Z Elev. 683.26 500 West 7th St., Suite 1800, Fort Worth, TX 76102 0 J 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. z STABILIZED CONSTRUCT ON ENTRANCE ° N Framers Branch, Texas 75234 9 Village Circle, Suite 500 TBPE Registration No. F-1046 \g TBM4 - ❑ Cut in median nose located 600 feet east of intersection of Davis Blvd. g g HEAVY DUTY CURBINLET PROTECTOR and Dove Road. Elev. 648.47 Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 Of", Telephone: (214)-287-9009 CO 6 TROPHY CLUB o o CRE'� 0� G�eT U BOB JAMES Medlin MEg00� �N Cemetery Golf Course J o Fgl�q SEMINOLE 7-N v cn G� 114 9 Gpo o�OY FRESH MEADOW wa Z �' I41 INVERNESS a x I LIJ — — D i \ i J Brown & Gay Engineers, Inc. L\j W 1 WESTLAKE = 2595 Dallas Parkway, Suite 204 1 n INVERNE y, IS13O _ 1 /, � o Frisco, TX 75034 0.w _ 0 - - - - R. Tel. 972-464-4800 a www.browngay.com BLE WIDTH W 1 TBPE Registration No. F-1046 0 Cv AHS A \N ' I E G Contact: Will Janney 114 Tel: 972-464-4835 — , & Copyright 2015 W a SOLANA W _ � I nor F� o W _ — ��77777 G—G 1 FOC�FOC�FOC DOVE ROAD W 1�F0 G FOC —� UOa Vl / W �G G G F��FOC�F00�F. I I (-nG G G (<�� W G —GAMERICAN G�G — G �FOCiC—F0c ` I VICINITY MAP w —G� F°° F°C - I (NOT TO SCALE) DEVELOPER CENTURION AMERICAN —G F0— u - ® L �y 1800 Valley View Lane, Suite 300 FOFO_FOC FOC/ — — I FOC FOC FOC—FOC FOC—FOC—FOC-8FOC­FOC C FOCI 1 FO 0—FOC FOC FOC FOC FOC FO—FOC FOC—FOC—FOC F FOC - --- - - Farmers Branch, TX 75234 Contact: Michael Beaty - - — - - - - - _ - - - - - w _ _ - - - - - - - - - - - - - - - - - - - - I- r L I I Tel: 214-287-9009 W — W W - - - _ - - 3 MOORELAND - ° >Enq►neennq • psvelopment • Construct, ° 1 oI L — ° I - ° r I I ° �L j Q c) 1 1 I Horizontal Scale: 1" 20' a Q x I _ o W dQ ICY- 8 \ e�I r — -1 1 I I 0' 20' 40' (� Q w 1 1 ° 8 ° z z LLJ U I 1 1 I Q LLI 0 1/ 7 Z U LLQ "' OM • ° ^� v�� Z0� Ill V_ < Ld J '1 G I LSA W � J (D Y O v L I Z Q � Q C� m • P . � o ° , z U) IT W U v O I ° v ° Q Z) ILL • I ° ° � U Q 0 I L _ ° o ,.� 1 I Z Z > o N O _ ° [ THESE PLANS ARE ISSUED FOR Jyt \ o I I THE PURPOSE OF PRELIMINARY w _ —� ° REVIEW AND ARE NOT INTENDED Z I 1 I FOR CONSTRUCTION. o' 0 � WHEN ISSUED IN FINAL FORM THEY WILL BE i SEALED, SIGNED AND DATED. L Q 1 I� RESPONSIBLE ENGINEER: 1 BROWN & GAY ENGINEERS, INC. 4 I � \ TEXAS REGISTERED ENGINEERING LEGEND FIRM F-1046 SEAN P. MERRELL, P.E. � \ TEXAS REGISTRATION N0. 95803 • I ', - I PROPOSED LIGHT POLE MAY 5, 2015 Cn �D I L ' ' CAUTION ` SERVICE I 1 1 PROPOSED TYPE A GROUND 0 0 ° \ Contractor to Verify exact location CLI \ o �� \ BOX WITH APRON & Depth of Exist Facilities Prior to POSES ° METER any Construction Activities o \ \ PROPOSED CONDUIT CAUTION ` 3 ° \ CONTACT: 1-800–DIG–TESS o \ ; \\TRANSFORMER (POWER 48 HOURS PRIOR TO CONSTRUCTION • / \ SOURCE) Q � ` \ � REVISIONS REV NO. DATE DESCRIPTION CONDUIT AND CONDUCTOR RUNS ° / // \\ SERVICE METER CONDUCTOR CONDUIT 0 RUN 2IN. PVC 2IN. PVC ° \ NO. #8 #8 HDPE SCH 40 2 — ILLUMINATED AREA (PHOTOMETRICS) \ ALL AREAS OUTSIDE OF SHAPES ARE 0 BARE i�HHVII-2 1 \ FOOTCANDLES, THE INNER SHAPE IS AT LEAST V BORE TRENCH \ \ 0.2 FOOT-CANDLES AND THE OUTER RING IS DRAWN BY: -0 115 30 5 • \ \ 0.1 FOOT-CANDLES. \ \\ CHECKED BY: 2 75 150 65 \ \ o \ 3 105 210 95 \ DATE: i NOTES: 4 95 190 85 \ \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS \ PROJECT NUMBER: 0 5 85 170 75 \ \ EXISTING FOR THIS PLAN SET 6 65 130 55 Sheet No. M 7 25 50 15 ILLUMINATION OFFSET Df LIGHT FIXTURE AND POLE DESCRIPTION STATIONLIGHTING S 75 150 65 STRUCTURE ID (FEET) �c WI PHOTOMETRIC PLAN zN 9 25 50 15 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L1 LU < 10 85 170 75 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L2 QZ Q 06 N 11 20 40 10 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L3 C10 Z o of� mu Project Name: Type: E Am _ E Am - E E '` _ Notes: Order Matrix Number: M E Aff 111111, - E Ar 111111, Ordering Matrix ■ ■ _ ■ ■ Environmental Lighting for Architecture, Inc. Environmental Lighting for Architecture, Inc. Brookside - BRK 1 2 3 4 5 6 7 8 9 Brown & Gay Engineers, Inc. Fixture I Size I Mounting I Optics / Ballast / Voltage / Lens / Color / Option 2595 Dallas Parkway, Suite 204 BRK / 18 / PT / H5 / 150PSMH / 120 / FG / CY / -- Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com 1. Fixture: BRK 18111" TBPE Registration No. F-1046B/�OOKSIP ; Contact: Will Janney ���/✓ 2. Size Tel, 972-464-4835 Copyright 2015 4, The Brookside is an eight-sided lantern with a traditional "gothic" style. Suitable for pole, cross arm, wall, or pendant mounting conditions, the Brookside is the perfect specification for shopping Matrix#: 18 Description: malls,decorative street lighting,parking lots,government buildings, ; Notes: Max Wattage 250W EPA: 2.6 CENTURION AMERICAN , site and walkway lighting, libraries, museums, churches, high-end Weight: 40 lbs. 3. Mounting DEVELOPER residential applications, and much more. o0G CENTURION AMERICAN - 1800 Valley View Lane, Suite 300 • Farmers Branch, TX 75234 Constructed of high grade cast aluminum and protected with a Contact: Michael Beat Of Y durable powder-coated finish,the Brookside is built for the tougliest Notes: Tel: 214-287-9009 1.Please consult factory for Poles,Wall Matrix#: CA CP PD PT SP WB Brackets,and other mounting options. Description: Cross Arm Chain Pendant Pendant Post Top Stem Pendant Wall Bracket of outdoor conditions. The Brookside can also meet the performance 4. Optics Horizontal MOORELAND standards of today's high lighting demands. It's available with Engineering . Development • construct Type III or Type V optics; with the horizontal lamp confi� rat in �•� _ Matrix#: H3* H5* providing a cut-off for Dark Skies applications. Available all I to Description: TYPE 3 TYPE 5 a maximum 250 watt Metal Halide or High Pressure SodituiF;the Vertical w Q Q g X Brookside can also accommodate today's Low-Energy r%quirein4nt.ti Q W with u to 75 watt LED or 250 watt Inductions(�urce5 while still Notes: Matrix#: V3** V5 U > p 150W max lamping. Description: TYPE 3 TYPE 5 Q w ~ maintaining excellent light output. •• Glass refractor required. 1 5. Ballast Description:Pulse Start Metal Halide High Pressure:Compact Induction Induction Induction Z ZU) O • Metal Halide :Sodium :Fluorescent Bulb Type :Tubular Type : Circular Type ZN V (Watts/Type) :(Watts/Type) :(Watts/Type):(Watts/Type)_.(Watts/Type):(Watts/Type):(Watts/Type) L.` w • Matrix#: 50PSMH :50MH :50HPS :13CFL :351B* 40iT■ :40iC■ JO W U z The Brookside offers a classic traditiona[N)ok while I11CQtfn 70PSMH :70MH 70HPS :18CFL :55iB* 70iC■ 100PSMH T6 70MH A00HPS :26CFL :8516* 801C■ ' ` Q • 150PSMH 100MH 150HPS :32CFL 10016* z w V w M < high performance standards for lighting. 150PSMH T6 MH 150HPS* :42CFL 00 20OPSMH 250MH* 250HPS* Q �} Q Notes: 250PSMH* f , V ~ 1.Electronic ballast available for 50,70, r and 100 watt MH lamps. Incandescent LED 2.Other wattages and ballasts available. (Watts/Type) /Type) L.J.. v J (Il LLI Consult factory. INC 40LED w \ Z Q ' Fits vertical only. Q ■ Fits optics horizontal type 5 only. w C 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561•Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brooksido•spec•Pago 1 17891 Arenth Ave.,City of Industry,CA 91748-(800)423-6561•Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec •Page 2 z (n > I ' I w Y � 1..1..1 U O E r < LL- L ■ A& A Q O 111111 III, '_ 1111, 1111111 Ar 111111, z s : = Ordering Matrix : = Specifications and Elevated Scale W > o Environmental Lighting for Architecture, Inc. Brookside - BRK Environmental Lighting for Architecture, Inc. Brookside - BRK Q o Q o 6.Voltage Matrix#: 120* 208 240 277* 347 480 3 Description: 120V 208V 240V 277V 347V 480V Specifications THESE PLANS ARE ISSUED FOR ° only these voltages are available with LED. THE PURPOSE OF PRELIMINARY Z Fixture Housing:One-piece sand-casting housing,cage,and hood. The castings shall be free of any foreign materials or cosmetic fillers. For wall REVIEW AND ARE NOT INTENDED 0 7. Lens and arm mounts,consult factory for installation. FOR CONSTRUCTION. Optics: For horizontal lamping,reflector units shall be hydroformed or segmented sharp cut-off optics. Specular Alzak optical segments are rigidly WHEN ISSUED IN mounted,which attaches to the housing as a one-piece module.Reflectors are field rotatable in 90°increments. For vertical lamping,units shall FINAL FORM THEY WILL BE Ln utilize borosillicate glass refractors with open ends. Fully rotatable on site. SEALED, SIGNED AND DATED. a Electrical Module:All electrical components are UL and CSA recognized,mounted on a single plate and factory prewired. Quick-disconnect plug for the ballast module is standard with all ballast options. Reference pages 2 and 3 forlamp characteristics,ballast types,and voltage technical data. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. o Matrix#: CG Clear Glass FFG Frosted Glass OG Opal Glass DSCG Clear Glass DSFG Frosted Glass Lens:All glass panels to be 1/8"thick tempered glass and shipped separately with gasketing supplied.The Dark Skies lens options shall be tempered TEXAS REGISTERED ENGINEERING 0 Description: CA Clear Acrylic FA Frosted Acrylic OA Opal Acrylic (Dark Skies) (Dark Skies) glass,factory installed. FIRM F-1046 F- NAe glass is tempered flat glass. CP Clear Polycarbonate FP Frosted Polycarbonate_ SEAN P. MERRELL, P.E. Finish/Color: Finish is super TGIC thermoset polyester powder coat paint. EIA offers RAL color matches along with our standard color selection. TEXAS REGISTRATION NO. 95803 8. Color Powder Coat Finish Hand-Applied Finish Custom and hand applied colors are available upon special request. MAY 5, 2015 Matrix# Description Matrix# Description Matrix# Description AG Au ustine_Green MG Mala a,Green CH Cracked Hide Certification: Fixtures shall be listed)for outdoor,wet location.UL1598. IP rating 65. 9 . ..... 9. I I CAUTION 1 1 i GY___. ArchitecturaLGrey_ MN _._ Midnight_..,...,. LV „_ .LightVerde ..,.. w CAUTION: Fixtures must be grounded in accordance with national,state,and/or local codes.Failure to do so may result in serious personal injury. CC Charcoal ,. PW- Pewter OR - Old Iron_ -_ Contractor to Verify exact location ° CY Cla SS san'ds' and Storm R Rust a __.... .,.Y.,... ........... = & Depth of Exist Facilities Prior to DB Dark Bronze SB Statuary Bronze. V Verde any Construction Activities HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. _... a Notes: HP Hammered Pewter W White Consult factory for custom colors. CAUTION CONTACT: 1-800—IDI C—TESS 0j 9. Options 48 HOURS PRIOR TO CONSTRUCTION Elevated Scale 004 REVISIONS U Notes: + Suggested Poles and Arms 1)BBpoptiononly. Uopti nisavailableforfluorescent REV NO. DATE DESCRIPTION for the Brookside Fixture 45 2)Test button location shall have visibility for BBU TB PCB PCR VIR H$S testing on site.Consult factory for Eplacement location. Battery Backup Terminal Block ` Photocell Button Photocell receptacle vertical Glass House Side Shield ° _ Twist Lock by others Refractor v Photocell Options: Photocell is available in 120 thru 480 volts. Photocell receptacle only fits some cross 24 24 ur arms.Consult factory.Specify when ordering. 0 22 22 Fixture Ordering Example: in 20 20 0 a 18 18 j 16 16 DRAWN BY: BRK/18/PT/H5/150PSMH/120/FG/CY 14 14 .. t' 7 12 12 CHECKED BY: ° Y 10 10 DATE: 1 2 3 4 5 6 7 8 9 8 8 Fixture / Size / Mounting / Optics / Ballast / Voltage / Lens / Color / Option s 6 PROJECT NUMBER: e BRK / 20 / PT / H5 / 150PSMH / 120 / FG / CY / - 4 4 Y Brookside 20 Post Top Horizontal 150 Watt 120 Volts Frosted Clay o Fixture Type 5 Pulse Start Glass 2 2 Sheet N o. Metal Halide 3� i Zo cr— Fixture Ordering Form: LIGHTING DETAILS Fixture : BRK/18/WB BRK/18/PT BRK/18/PT BRK/18/CA BRK/18/CA BRK/18/PT BRK/18/WB w`� 1 2 3 4 5 6 7 8 9 9 9 Arm : BR26 CR10A CR26B PM601 BR13 Z w Fixture / Size / Mounting // Optics / Lamp / Voltage / Lens / Color / Option / Option / Option Pole: P30411-8' P4014B-10' P3025D-14' P3020B-16' 3 N ......................................................................................................................................... Z Options wl Q Z a N Note:Modifications to the fixture and additional pole heights are available.06 C 11 Z 0 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561 -Fax:(626)965-9494-www.ela-lighting.com•info@ela-lighting.com brookside-spec•Page 3 17891 Arenth Ave.,City of industry,CA 9174.8•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec •Page 4 o of� mu INVOICE Star-Telegram Customer ID: TOW27 808 Tnrockmorton St. Invoice Number: 337008931 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 2/25/2016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 2/29/2016 Bill To: r-, p0 Number: TOWN OF WESTLAKE 1301 SOLANA BLVD MAR x016 Order Number: 33700893 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 ....__ Description: TOWN OF WESTLA Publication Dates: 2/24/2016-2/25/2016 Description l Depth Linage. U Rate Amount WES TOWN OF WESTLAKE ORDINAN�; 0 7 �t#�t� 1", t�t�10'W14� 1 37 37 LINE $6.13 $453.44 COUNCl1 OF fifi TO N .I WESTLAKE TEXAS, APPROVtNCr Misc Fee PLAN FOR 1"P (PID)',, Ep $10.00 V PORTION OF PLANNED DE- VELOPMENT DISTRICT i1 CPDW); ESTALISHED BY ORDINANCE 7t1 FOR THE PROPERTY fENERALLY LOCATED ON THE SOUTHSIDE OF HWY 114, EAST OF DAMS BOU- Net Amount: $463.44 LEVARD,AND NORTH OF 'S%ANCtREA x BOULEVARD, AND A$ PARTICULARLY DESCRIBED AS ' BLOCK A ND BLOCK O IN "THE At4,EFI I A �_PHOV DI tti-PBNAL Y, 0$��O PRO` �1 �F0RVING CLAt) . ��1 Y A Y1111, F �1���1 OF� IN S� � D Owto",ORDC IL1 MEANOR, IFFI51 A } :1PRY PUB�� DEBORAH JEAN BAYLQR ItA - 4c Notary Public,State of Texas CONVIC`f1A TIS ° My Commission Expires THE STATE OFgEX�IS FINED.IN A SUS NOT i�E ��� �,. TiNfl THOUAND iSttAR October 29 2a�9 ( Oft FOR',EACH,SEPARATI °''�;��;,.��` County of Tarrant `€)�FhIENSE:A SEPARATI:OFFI N$E $HALL Ok;DEEWII COIUIFtI1, ED, UPON,EACH DAY,OR PART OF A DAY'DURJNh U1fH HA1tIOLATIGN Before me,a Notary Pubfic in and for.saiuA �yy��ON i z2�I�v�mally appeared Christy Hodand,Bids&Lega[Coordinator DAV OF FEBRUARY X016: for the Star-Telegram,published by the Star=2elegratn,Inc.at Forth,in Tarrant County,Texas:and who after being duty sworn, did depose and say that the attached clipping of advertisement was published in the above named paper on the listeddates. BIDS e5'LEGALS DEPZ.Star-Telegram.(817)390-7037 SUBSCRIBED AND S`HAORNTO BEFORE ME, `Z'1fIS DA}`Oy''f EB2L,`LIARY d�j ^2016 Signed .� Thank You For Your Payment NOTs`l'r Pl1BLIC (� Remit To: Star-Telegram Customer ID: TOW27 P.O. BOX 901051 Customer Name: TOWN OF WESTLAKE FORT WORTH, TX 76101-2051 Invoice Number: 337008931 Invoice Amount: $463.44 PO Number: Amount Enclosed: $