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Ord 778 Approving the Entrada Gas Pad Planned Development Site Plan Parking TOWN OF WESTLAKE ORDINANCE NO. 778 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS,APPROVING A PLANNED DEVELOPMENT DISTRICT (PD) SITE PLAN FOR A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2),ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS,the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9-acre tract of land known as Planning Area 1-2 (PD 1-2),bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd."to the west, and State Highwayl 14 to the north, (Exhibit A), on which a mixed use development is underway; and WHEREAS,because of the size, location, and natural features of Planning Area 1-2 and the Town's need for public infrastructure, amenities, and services,the Town has a critical interest in the development of Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS, because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within Planning Area 1-2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning&Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town and posted in accordance with the Texas Open Meetings Act, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations for PD1-2, now commonly known as Westlake Entrada, and Ordinance 778 Page I of 8 WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 21, 2016, by the Planning and Zoning Commission(Commission)whereby the Commission recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B subject to certain specific conditions; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on March 28, 2016, by the Town Council; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission and after a public hearing, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS: SECTION l:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: a) Fulfillment of all zoning requirements for this PD1-2 district set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). b) All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. c) All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. Ordinance 778 Page 2 of 8 d) Town Staff will review and approve a materials sample palette that shall be presented at the time for building plans review for a building permit and said materials must comport to elevations as presented to the Staff and the Town Council. e) Landscaping and planters used around the CVS building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliper Italian Cypress in the planters. f) Solid waste collection area(s) will reflect a"shepherd's hut"type architecture and will be approved by Staff at the time of building permit application. g) The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1. PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2. Construction Drawings submitted along with an application for a Building Permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3. The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction. h) A Certificate of Occupancy shall not be issued for any building shown on this PD Site Plan prior to the availability of adequate parking(surface, structured parking, shared parking agreements, or some combination thereof). i) The building articulation of the parking garage structure shown on this PD Site Plan is approved by the Town Council pursuant to Section 102-121(c) of the Westlake Code of Ordinances. 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. Ordinance 778 Page 3 of 8 SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. _A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 28th DAY OF MARCH 2016. ATTEST: Laura Wheat, Mayor l a . �ry Kelly�EdwarQ Town Secretary Thomas E. Bryme d o11n Manager APPROVn-7 RM: o�N OF rn zS L. ton L , T n Attorney y` t rFx A.S . Ordinance 778 Page 4 of 8 EXHIBITS EXHIBIT A Legal Description of PD1-2 District EXHIBIT B Entrada Gas Pad PD Site Plan Ordinance 778 Page 5 of 8 Exhibit A LEGAL DESCRIPTION Legal Description of PD1-2 District 85.9 Acres BEING a tract of land situated in the C.M. Throop Survey, Abstract No. 1510, the W. Medlin Survey, Abstract No. 1958, the William Pea Survey, Abstract No. 1246 and the Joseph Henry Survey, Abstract No. 742, Tarrant County, Texas and being a portion of Tract 2 as described in the Special Warranty Deed to MAGUIRE PARTNERS—SOLANA LAND, L.P. as recorded in Volume 16858, Page 176 of the Deed Records of Tarrant County, Texas and being more particularly described as follows: BEGINNING at a 5/8 inch iron rod found with"Huitt-Zollars" cap at the southwest corner of Lot 2, Block 1, Westlake/Southlake Park Addition No. 1, an addition to the Town of Westlake, Texas as recorded in Volume 388-214, Page 78 of the Plat Records of Tarrant County, Texas, being on the northeasterly right-of-way line of Kirkwood Boulevard, a variable width right-of-way as dedicated by said Westlake/Southlake Park Addition No. 1 and being the beginning of a non- tangent curve to the left having a central angle of 9 degrees 13 minutes 11 seconds, a radius of 1428.00 feet and being subtended by a chord which bears North 47 degrees 49 minutes 50 seconds West a distance of 229.54 feet; THENCE along the northeasterly right-of-way line of Kirkwood Boulevard, a variable with right-of-way, as described in Dedication Deed to the Town of Westlake as recorded under instrument No. D208427746, Deed Records of Tarrant County, Texas the following: Along said curve to the left an arc distance of 229.79 feet to a '/2 inch rod found with Graham cap at the end of said curve; North 52 degrees 30 minutes 14 seconds west a distance of 32.60 feet to '/2 inch iron rod found with Graham cup beginning of a curve to the right having a central angle of 18 degrees 54 minutes 48 seconds, a radius of 612.00 feet and being subtended by a chord which bears North 43 degrees 02 minutes 03 seconds West a distance of 201.11 feet; Along said curve to the right an arc distance of 202.02 feet to a '/2 inch iron rod found with Graham cap at the beginning of a compound curve to the right having a central angle of 24 degrees 06 minutes 47 seconds, a radius of 812.00 feet and being subtended by a chord which bears North 21 degrees 32 minutes 03 seconds West a distance of 339.22 feet; Along said curve to the right an arc distance of 341.73 feet to a 1/2 inch iron rod found with Graham cap at the end of a said curve; North 09 degrees 28 minutes 39 seconds West a distance of 132.24 feet to a %2 inch iron rod found with Graham cap at the beginning of a curve to the left having a central angle of 45 degrees 43 minutes 19 seconds, a radius of 708.00 feet and being subtended by a chord which Ordinance 778 Page 6 of 8 bears North 32 degrees 20 minutes 19 seconds West a distance of 550.11 feet; Along said curve to the left an arc distance of 564.98 feet to a '/z inch iron rod found with Graham cap at the end of said curve; North 55 degrees 11 minutes 58 seconds West a distance of 190.50 feet to a %2 inch iron rod found with Graham cap; North 08 degrees 56 minutes 27 seconds West a distance off 21.41 feet to a '/2 inch iron rod found with Graham cap on the easterly right-of-way line of Precinct Line Road, a variable width right-of-way, as described in Dedication Deed to Town of Westlake as recorded under Instrument No. D208427746, Deed Records of Tarrant County, Texas and being the beginning of a non-tangent curve to the left having a central angle of 16 degrees 09 minutes 21 seconds, a radius of 1,432.50 feet and being subtended by a chord which bears North 27 degrees 07 minutes 42 seconds East a distance of 402.59 feet; THENCE along the easterly right-of-way line of Precinct Line Road, the following; Along said curve to the left an arc distance of 403.92 feet to a '/2 inch iron rod found with Graham cap at the end of said curve; North 18 degrees 47 minutes 24 seconds East a distance of 185.36 feet to a '/2 inch iron rod found with Graham cap; North 17 degrees 03 minutes 03 seconds East a distance of 322.64 feet to a %2 inch iron rod found on the southerly right-of-way line of State Highway 114 (a variable width ROW); THENCE along the southerly right-of-way line of State Highway 114, the following; North 60 degrees 06 minutes 26 seconds East a distance of 44.54 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 32 seconds East a distance of 254.55 feet to a point for corner from which a Texas Department of Transportation brass disk in concrete found bears North 10 degrees 48 minutes 28 seconds West a distance of 0.43 feet; South 77 degrees 26 minutes 06 seconds East a distance of 746.74 feet to a Texas Department of Transportation brass disk in concrete found; South 71 degrees 03 minutes 31 seconds East a distance of 1443.85 feet to a Texas Department of Transportation brass disk in concrete found; South 62 degrees 34 minutes 19 seconds East a distance of 404.34 feet to a Texas Department of Transportation brass disk in concrete found at the beginning of a curve to the right having a central angle of 08 degrees 19 minutes 09 seconds, a radius of 2,709.79 feet and being subtended by a chord which bears South 58 degrees 24 minutes 45 seconds East a distance of 393.11 feet; Ordinance 778 Page 7 of 8 Along said curve to the right an arc distance of 393.45 feet to a Texas Department of Transportation brass disk in concrete found; South 54 degrees 15 minutes 11 seconds East a distance of 399.24 feet to a Texas Department of Transportation brass disk in concrete found; South 64 degrees 19 minutes 50 seconds East a distance of 56.55 feet to a 5/8 inch iron rod found with "Huitt-Zollars" cap at the beginning of a non-tangent curve to the right having a central angle of 02 degrees 13 minutes 56 seconds, a radius of 2,754.79 feet and being subtended by a chord which bears South 43 degrees 17 minutes 37 seconds East a distance of 107.32 feet; Along said curve to the right n arc distance of 107.33 feet to a '/2 inch rod found with"Huitt- Zollars" cap for the northeast corner of Lot 1, Block 1, of the aforementioned Westlake/Southlake Park Addition No. 1; THENCE departing the southerly right-of-way line of State Highway 114, North 90 degrees 00 minutes 00 seconds west along the north line of said Lot 1, Block 1, a distance of 2,132.54 feet to a 5/8 inch iron rod with "Carter-Burgess" cap found for the northwest corner of said Lot 2, Block 1, Westlake/Southlake Park Addition No. 1; THENCE South 52 degrees 00 minutes 00 seconds West along the northwesterly line said Lot 2, Block 1, a distance of 1000.00 feet to a 5/8 inch iron rod with"Carter& Burgess" cap found at an angle point in the west line of Lot 2, Block l; THENCE along the west line of said Lot 2, Block 1, South 00 degrees 00 minutes 00 seconds East a distance of 168.55 feet to the POINT OF BEGINNING and containing 85.90 acres of land, more or less. Ordinance 778 Page 8 of 8 A � 3 ��iA 11 LL—�� 0 0 O I N 00 O O 01 Z U W 0 N, MgW W 0 M Q W ZZI Q CD Q r) Q ry Z W W Y Q J 0 W F 0 PD SIT AN ACKAA SHEET INDEX No. Sheet Title ® C1 COVER SHEET � ' ' B OCK B eNAS AD C2 KEY MAP C3 SITE PLAN Al —A5 ARCHITECTURAL PLANS L1 LANDSCAPE PLAN MARCH 2016 L2 LANDSCAPE DETAILS C4 GENERAL NOTES C5 PAVING PLAN C6 PROPOSED DRAINAGE AREA MAP C7 GRADING PLAN � CENTURION AMERICAr4 C8 WATER, STORM, DUCTBANK & SEWER PLAN TROPHY CLUB C9 Cg EROSION CONTROL PLAN DEVELOPER: J ���°�° ���� C10 LIGHTING & PHOTOMETRIC PLAN ���� CRE �Gc0BuB JAMES ���, Cemetery Golf MEAD �z w C11 LIGHTING DETAILS CENTURION AMERICAN �R�S� Course a o 1800 VALLEY VIEW LANE, SUITE 300 S��S��DPHv°��ya� �� SEMINOLE w T� j FARMERS BRANCH, TEXAS 75234 �F� oP �pq F FRESHMEADO`N Mo m N 114 G° p1 r ww z yQ o �G N �� �NyERNE55 a x W 4° I Q Cl-I <a � 5 J WESTLAKE _ INVERNE Ofw a I tOORELAND `o � EnQinae.eny. QreiaVnnenr• to+,srrs,aKING Nl ITS 114 o ° DEVELOPER: Cl- a SOLANA o The Mooreland Funds 0<�`'`r Mooreland Development DOVE ROAD n,�G 0I 1800 VALLEY VIEW LANE, SUITE 300 FARMERS BRANCH, TEXAS 75234 °°a MERRIMAM ASSOCIATES/ARCHITECTS, INC. Brown & Gay Engineers, Inc. TEL: 214.287.9009 � N 300 N. FIELD STREET 2 9 Dallas Parkway, Suite 204 Ml CONTACT: MIKE BEATY VICINITY MAP DALLAS, TEXAS 75202 Frisco, TX 75034 TEL: 214.347.7069 � (NOT TO SCALE) Tel: 972-464-4800 • www.browngay.com CONTACT: JULIANNA TURNER TBPE Registration No. F-1046 a Copyright 2016 - -� THESE PLANS ARE ISSUED FOR I� THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. o �R I l WHEN ISSUED IN FINAL FORM THEY WILL BE o SEALED, SIGNED AND DATED. -Y ° TOWN OF WESTLAKE , z o/ R, RESPONSIBLE ENGINEER: C6 N BROWN & GAY ENGINEERS, INC. w 3 VILLAGE CIRCLE - TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE Lu I SUITE 202 RM F-1046 WILLIAM R. JANNEY, P.E. C�~ WESTLAKE TEXAS 76262 �,j _ TEXAS REGISTRATION NO. 108663 LU N TEL: 817-430-0941 ! .� _ -. MARCH 10, 2016 APROVED < z TITLE -- d' 06 N DATE oa_ r",11 m� Ordinance 778 TROPHY CLUB o o J 0 J CRE`O���O�� vBOB JAMES Medlin MEADp Cemetery Golf Y J Course J o SV TRppHY 2 Allayq SEMINOLE v n�Q �Q VI�Cq Y w= = o FF 9 O �p GF FRESH MEAD N ma m �' Q 114 °° oti w z S a INVERNESX I Y Q J Brown & Gay Engineers, Inc. WESTLAKE = 2 9 Dallas Parkway, Suite 204 _ n INVERNE 1-- o Frisco, TX 75034 Cn Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 G Contact: Will Janney ' ITETel: 972-464-483 0 114 Copyright 201 a SOLANA 0 nor DOVE ROAD Cys 9 �0 0 a srA7'e 14 VICINITY MAP \\ � (NOT TO SCALE) DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 / RRA _ � Contact: Michael Beaty gNDO y�y Tel: 214-287-9009 o _ _ rA vO / �/ y MOORELAND c 4• / \ \\ \\ / \ \� Ro46 N \ / Q A w_ Q 7- � N`� X O �A (� LLJ F- U ~ oy B DRILL� o� ,� \\� Q W� 9 ZONE rgRRgGONq \ 3r a- (n O/ v \ \ _ � \ A /y Horizontal Scale: N.T.S. z LU 0 LLJ U SITE ,� �\ �� �� Z o w nLL R Q w Q � \ � U) � � � Ili 5 0 o U) _ a Q Z Q m W 3: U- LLI 3: Z Q z \ v • V o \\ _ • V O�� o THESE PLANS ARE ISSUED FOR N THE PURPOSE OF PRELIMINARY o \\� \ 1\ / \ \ \�\ REVIEW AND ARE NOT INTENDED �� \\ F I \ \ FOR CONSTRUCTION. 3 \ \° \ 'A \p2 � � \ \ \ �� WHEN ISSUED IN \ FINAL FORM THEY WILL BE N� E o I \ \ SEALED, SIGNED AND DATED. a U) \ 11 . <O \ — � RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 aw C1 • s / FOC—/� WILLIAM R. JANNEY, P.E. w II I o 9 00� D / / Foote \ TEXAS REGISTRATION NO. 108663 I 1 Q / MARCH 10, 2016 1p . �\ An I I CAUTION 11 �� �� • I GC �V Contractor to Verify exact location • / ° & Depth of Exist Facilities Prior to any Construction Activities vv� CL Foc�F -� �\ CAUTION 111 C \\ \ J / \ CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION C / \ / REVISIONS REV NO.1 DATE DESCRIPTION 0 N � O c LEGEND ® \ \ DRAWN BY: \� \ \ LulBLOCK NAME CHECKED BY. DATE: \ \ PROJECT NUMBER: 0 \\ ��\\\ \1-1 Sheet N o. Z0 T 0 GRANADA \ °���\ \ \ KEY M A P FDN \ Z , \ LU 06 v a \ V Z� C2 oa �� Ordinance 778 R3' R3' TROPHY CLUB Uj R15 R3' C10 RS , J g OVERALL LEGEND J ��° ° ��� } . R3.8 J • J BOB JAMES / 1122) L9,: ,• i FH �x �� Cemeltery Golf MEA00 ��%� / J 0 PROPOSED FIRE HYDRANT Course g o / r• J Sv TROPHY yo/ FA/I�gY SEMINOLE ? ') / R15' ELECTRICAL EASEMENT .�'�j SSMH PROPOSED SANITARY 114 �``�9 GO°P rpo�GrFRESHMEADON s rn 18 � w R10 MANHOLE CJ �a ,J � \ � °=gym INVERNES Y • 6' Q / EM-M-1 PROPOSED STORM INLET <o z Q Brown & Gay Engineers,Inc. WESTLAKE = 2 9 Dallas Parkway, Suite 204 \ N o O--0 PROPOSED STREET LIGHT _ n INVERNE I- Y, o Frisco, TX 75034 R3.8' • SCREENED R10' EXISTING TRANSFORMER Tel: 972-464-4800 • www.browngay.com 5 J TRANSFORMER / PER DESIGN LS PROPOSED LANDSCAPE TBPE Registration No. F-1046 R10' GUIDELINES \ "'Nc Contact: Will Janney �' . • / _ n 0---0 EXISTING STREET LIGHTo I Tel: 972-464-483 • / C9 �6'`' 51' `�'� © EXISTING GAS METER of I 4 Copyright 201 J ^L 20 •`J ¢ SOLANA 'J / - _ • 4.8 WATER EASEMENT \ ❑E EXISTING ELECTRIC MANHOLE t �r 0 �6 \ 10 T 2' EXISTING SIGN J• i , DOVE ROAD n T G 3 51 E 110.71 \ <� •• FH R30' „ TAL GATE EXISTING FIRE HYDRANT a ' 0.63 AC WITH S OTONEE COLUMNS I � \ '� o / OFFICE •/ 15,215 SE 28.5OR AS OTHERWISE CENTURION AMERICAN 58 DENSITY-0,56 299 2' REQUIRED BY TOWN I VICINITY MAP J- OR DEVELOPER FFE-644.50 \ I (NOT TO SCALE) DEVELOPER c� \ • ; CENTURION AMERICAN /• A� .9' �k /x \x \\ I \ LINE TABLE 1800 Valley View Lane, Suite 300 ;J • ' �-��� \ \ J Farmers Branch, TX 75234 Line � Direction Length R1.8 101.4' � I Crr� \ Contact: Michael Beaty R3' \ L1 S50° 15' 37.28"W 30.16 Tel: 214-287-9009 SCREENED \ � I c� '", � DUMPSTER R30 I \ L2 S48° 32' 40.00"W 106.29 PER DESIGN / �-�' • �0, i 82.4 \ I GUIDELINES y L3 N71° 27' 20.00"W 130.09 �1 \ 25'0" STONE WALL \ \ I J MOORELAND x LOT 'I, L4 N1° 27' 20.00"W 104.66 G WITH METAL GATES •, x )-- BLOCK L5 N58° 32' 40.00"E 22.42 I 63,417 SE •�3 A \\ �� 1.46 AC � L6 N38° 32' 40.00"E 39.31 �� EXISTING I PARKING Q X Horizontal Scale: 1" = 30' LU ,•O / CHAINEIKE \ GARAGE \ J L7 N78° 32' 40.00"E 63.61 Q w FENCE I 51,200 SE V \ \ I- J • 60 I PER E \ \ L8 N68° 32' 40.00"E 221.37 Q r \x vZ \ \ 411.2' FLOOR / � � 0' 30' 60' \ \ 'DENSITY=0.81 Y � •J \ I v I L9 S77° 59' 00.06"E 105.10 z 0 1 J J \ LLI 6' \ 96.6' \ \' 1 L10 S11° 27' 20.00"E 22.51 Q \ I / 11111- 0- I_ z cn O • ' ° \ \ \ I / 428 L11 S31° 27' 20.00"E 21.29 z W U W J . \\ I P RKING, \ Q U) U Z J� EA I III � III.�ti� I L12 S21° 27' 20.00"E 87.36 Z � 3.5 , _j UJ,I Q Q / 8 p� A II A�',q L14 S21° 27' 20.00"E 24.90 co � c� � • � I Q L15 S 1' 27' 20.00"E 28.80 C) �LL.I Q- C 1 FFE=646.50 J -A X \I u-i DRILL ZONE L16 N41° 27 20.00"W 31.39 W Z / PREVIOUSLY \ U) - Q 1 10' c� \ APPROVED \ \ �� J CURVE TABLE Q Q m z • x� W W $ �� ` Curve # Length Radius Delta Chord Bearing Chord Length Q a`m P� \ C 1 376.82 482.50 44.75 7 "W 367.31 �- 0 J EZ`Lw LOT � 12 7. S 0 55 03 � • gRE \ L \ \ C2 5.32 20.00 15.25 N79° 04' 57"W 5.31 z O fF 70' 42 \ \ 152,800 SE LLI i 3.51 AC C3 161.88 132.50 70.00 N36° 27' 20"W 152.00 U < O ` I- FFE=645.65 G PAD \ \� � C4 115.80 172.53 38.46 N20° 41' 16"W 113.64 388.7' ` ' � N C5 29.48 26.13 64.64 N7° 30 07,>W 27.94 THESE PLANS ARE ISSUED FOR 5' SIDEWALK LEASE SCREEN WALL THE PURPOSE OF PRELIMINARY ° i 112.3' X C6 28.86 82.50 20.05 N48° 31' 17"E 28.72 REVIEW AND ARE NOT INTENDED o / I \ do FOR CONSTRUCTION. SUED IN C5 \ \ \ v C7 41.02 1 17.50 20.00 N48° 32' 40"E 40.81 FINALWHEN IS THEY WILL BE C8 57.60 82.50 40.00 N58° 32' 40"E 56.43 SEALED, SIGNED AND DATED. LOT 3 \ X ' J ?q4 ,� C9 20.51 117.50 10.00 N73° 32' 40"E 20.48 RESPONSIBLE ENGINEER: a , IBLOCK E \ V BROWN & GAY ENGINEERS, INC. 4 t3 I I ° 54,052 SE R25' / C11 29.03 25.00 66.53 S44° 43' 10"E 27.42 TEXAS REGISTERED ENGINEERING 0 t@ U 1 )q A� R5 FIRM F-1046 A� C12 42.76 122.50 20.00 S21° 27 20 E 42.54 WILLIAM R. JANNEY, P.E. �I 1� li �a,G P 51.6' R 49 x R34 R10 � / TEXAS REGISTRATION N0. 108663 A R10 I i C13 13.53 77.50 10.00 S26° 27' 20"E 13.51 MARCH 10, 2016 FFE=645.00 / X/ 7s, • J • C15 82.03 1 17.50 40.00 S21° 27' 20"E 80.37 ! ! CAUTION ! ! L R10 \ R1 V) RETAINING & SCREEN WALL �.J Contractor to Verify exact location x C16 22.77 30.00 43.49 S19° 42 35"E 22.23 & Depth of Exist Facilities Prior to I any Construction Activities CAUTION ! of J �, MIN 8'0" METAL FENCE WITH STONE 1 NOTES: CONTACT: 1-800-DIG-TENS \ 6> 0 x COLUMNS OR AS OTHERWISE REQUIRED 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS 48 HOURS PRIOR TO CONSTRUCTION N \ x / 118.7' BY TOWN OR DEVELOPER 11 EXISTING FOR THIS PLAN SET 0 15 6' �" � x `/ R25' .J 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS REVISIONS J \ /X/ 1 R J• • . OTHERWISE NOTED REV NO. DATE DESCRIPTION o R10' 'y 3. THERE IS NO PROPOSED WELL ACTIVITY WITH THIS PD SITE PLAN I 0 \ • 59.6' 58.5 / z 'J • TBM1 - "El" Cut in median nose located - 700 feet southeast of intersection of Davis a Com, aJ. Blvd. and Dove Road. Elev. 668.96 J m J • TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. �10' �' SCREENED EIeV. 679.58 al TRANSFORMER • J y o 73'3 / PER DESIGN �J / • s TBM3 - "El" Cut in median nose at intersection of Davis Blvd. and Bear Way. DRAWN BY: GUIDELINES /10, LOT 4X, EIeV. 683.26 24 \ ELECTRICAL EASEMENT 60 BL • / '' TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. CHECKED BY: YI DEVELOPER 1 8,071 sE / J • • ;J• o .� and Dove Road. Elev. 648.47 l 1 0.41 AC ' • R39' J• s • \ \ ' • J DATE: % CENTURION AMERICAN � J J �- J R1 5' 1800 Valley View Lane, Suite 300 WATER EASEMENT GPROJECT NUMBER: ® . 1' •/ '•' ,�° / yFramers Branch, Texas 7 234 \\ L3 . I • ' •• J / Contact: Michael Beaty J ,J Sheet N O. MJ• C)o Telephone: 214 -287-9009 ' o o' -� R 15' W� OWNER SURVEYOR/ENGINEER �• c2 J SITE PLAN zw - - w MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. >.o 500 West 7th St., Suite 1800, Fort Worth, TX 76102 �< SOLANA LAND L.P. Tel: 817-887-6130 • www.browngay.com WESTLAKE ENTRADA °69 Village Circle, Suite 00 TBPE Registration No. F-1046 INSTRUMENT #D216027206 C 3 Z 9 Copyright 201 � Roanoke, Texas 76262 o� m� Ordinance 778 t _ s — _ _ F l 'k •}. L- ! F • f' r IDElk- SF f.y y , e _ e . C re • r•e r + v, y � 9 r _ n4 .. • � - ;� — � rte. _• - _ - � _a -- �. ,e , f -!^e 1 ___ --� —tib y ■ _ '.5_d - ,�..-� $,e,,. _ '�" `�3 �41•�`+y •'e'' a '"f ' `. r y� �_ yr' a '7. -_ - —- •=,� _ -t, - '�'L�+, `�•-.,� .�S� _ �� ..�. •_�.' _ e 4 � --fir,_ e_ ' � .•gin - - F ,. y • a " .Wyk.- a-_ •_ to k - Alt • _ _ � v , Y� 2_ - �moi' _ -_� ,l `'T'. 'f - J ice. _ LLL555 � , "T r _ a t• a _�eT' _= r iw AL w _ � JA S � '4 e - .r ' E�,n > T a - Y y 1p JdL , AL r r �. a I _ • uR^� - _�r , , a. • } _ 1 , a d u 'L9.µe •.��� .. � " �- e , a - ti�,c.^ ��`��� _. - - ° - � I � -�"+-., - u u e - c ' c - rp ! ra - r a • - . WX NNN" MPT W. 77 do af pow Le _ e r • F a rti T _ , Y , Y „ WESTLAKE I I- �5 ��� ._ .;Affi, — 4 — '' � .-. .:-""ai _� ... '�- .M1 . . •+ - - J:a4 �� - •,�-..:� �_ �s �� � - -nom ., •.p}'''ee,�'- •fir_` yv-•r •r. .. Ordinance 778,� _. CCM'rVA0-CN AMCitlC.#r+ ,(yam CLAY TILE ROOFBEYOND I - li-,1I CAST STONE WALL CAPS TL ,L IF IL II�_v jF HAND TROWELED STUCCO WALL BEYOND 9 NATURAL STONE _ - - -- - - - - - - �_--------� VENEER BEYOND - _ HAND TROWELED STUCCO bF7 =4 -- 122'-0" Y t _ - - D 7b] Ll- - - - I Level 2 111'-4" Level 1 100'-0" NATURALSTONE NATURAL STONE CAST STONE ARCH WALL OPENING WATERTABLE NORTH ELEVATION SCALE : 1/8" = 1'-0" CLAY TILE ROOF NATURAL STONE WALL W/CAST STONE WALL CAP IrLj- I _ '. .. ���----__1111 - - •� - _ '.. -_� - ,.-_ �I f` - - -_ , rcJ - � i ICJ NATURAL STONE VENEER Level 3 --d� ��•- �� � - - - �� _ _�� �!Y �� - � 122 0 IF -IFIFFIFIFFL �I 114"IL 11 1- - - I_ - — - — — - _ - -- - Level - — — —100'-0" CAST STONE WATERTABLE 1A —Level--O-Stair B-a-s-e- i 92'_0" 2015180 OPENING W/CAST STONE CAP GARAGE ENTRANCE WESTLAKE 03.11.2016 SOUTH ELEVATION SCALE : 1/8" = 1'-0" ENTRADA GAS PAD SITE I PARKING GARAGE ELEVATIONS Ordinance 778 m CENTURION AMERICAN CLAY TILE ROOF HAND TROWELED STUCCO {III WALL BEYOND MEDALLION PLACEHOLDER lerJ{J lit HAND TROWELED STUCCO FOR ENTRADA LOGO MEDALLION PLACEHOLDER W/CAST STONE CAP NATURAL STONE VENEER W/ NATURAL STONE FOR ENTRADA LOGO CAST STONE CAP —z VENEER - - - 3 _ _ 1 -4'EDO - - Level 122 0 — — - E Fly .-�1�I _. FFL_ Level 2 111' 4" — - --u - - — - - - --- —� — -- — — - -- _ J 1 11 1 L ifl Level 1 7 fTTFff 100'-0" _ _ ,OL-, i �11 F' mmm= L GARAGE ENTRANCE NATURAL —/ wwwwWW"" \___ — NATURAL STONE ARCHES EGRESS OPENING STONE ARCHES EGRESS OPENINGS EAST ELEVATION SCALE : 1/16" = 1'-0" CLAY TILE ROOF BEYOND NATURAL STONE VENEER W/ CAST STONE CAP HAND TROWELED STUCCO - HAND TROWELED STUCCO WALL BEYOND ��'i _� �. I'^i r'^ ,'^ !'• !-_• !" !..` _.` ,_ !_,._ r" !" r" r"t !� 't _'t '. !_ . I" i' 1 !' r .` !..` ! t �t 1 � %" !"` r", - � ISI i Level3v W-4v - - - _ — — — - �' r Fr— rF-]T rF-]T rFIT rF-]T rF IT N rF IT rr-IT . T r1T "Ir 11 oo _ oa LE7 'U o0 00 -1iL Level 1 1001-01, l y - _ �L Level-0 Stair Base Y 9-2 -0" HAND TROWELED STUCCO RETAINING HAND TROWELED STUCCO RETAINING WALL WALL OPENINGS W/CAST STONE CAP CAST STONE NATURAL STONE VENEER WATERTABLE BEYOND WEST ELEVATION SCALE : 1/16" = 1'-0" in 2015180 WESTLAKE 03.11.2016 ENTRADA GAS PAD SITE I PARKING GARAGE ELEVATIONS E I Ordinance 778 m CENTURION AMERICAN i n- n 'nnn nnnnn nnnnn nnnnn nnn- nn nnnnn nnnnn nnoDn nnnnn aoaaa Level a.. — — — — — — — — — — — — — — — — — — — — — -- — — ❑ ❑ ❑ ❑ 4L. Level 2 111'-4" - - - - - - - - - -- - - - - - - - - _- 4,f Level 1 ISI c47 Y 1 ev?l 1 - - - - - - - - - - 00 �r Level-©Stair Base 011 LONGITUDINAL SECTION SCALE : 1116" = T-10" 20'15180 WESTLAKE 03.11.2016 ENTRADA GAS PAC] SITE PARKING GARAGE SECTION ENTRADA Ordinance 778 ct4t CENTURION AMERICAN _ _ UrDRE NVT DET SH E�NERNERD W PLANT LIST 1L���8 A<< (TyP� ABV. I COMMON NAME BOTANICAL NAME SIZE — — _ PER0 PLAN Existing Tree see tree survey for species & size VINE),, — VINE),y (OR) � Oklahoma Redbud Cercis canadensis 'Oklahoma' 6'-8' hgt. _ _ �VE ORRD &E — — — — DRA//�AGD ^^,&ERM (OW) Desert Willow Chilopsis linearis 6'-8' hgt. �'1/'V �'I'VD � �'1 iEq E AND RM ARE — — _ lSO FO /S/&// T� FOR — _ T y R (IC) Italian Cypress Cupressus sempervirens 8'-10' hgt. (PH) 0 Possumhow Holly Ilex decidua 6'-8' hgt. — _ Cn \ — _ (YH) Youpon Holly Ilex vomitoria 6'-8' hgt.;3 stems Q a — \ (ERC) Eastern Red Cedar Juniperus virginiana 10'-12' hgt, W O SNEPNER C'7 TA/C D WAC — '• (WM) t ) Wax Myrtle Myrica cerifera 6'-8' hgt. W -V i^1 1 % • \ \ (MO) Mission Olive Olea europaea 'Mission' 6'-8' hgt. W A (LP) Labially Pine Pinus taeda 10–12 � oll hgt. J \ \ (CO) 0 Chinquapin Oak Quercus muehlenbergii 3" caliper U = 1 J ti r• \ \ \ (L01) ® Live Oak Quercus virginiana 3" caliper 1 1L �J 0) ® 1 . v (1-02) � �� Live Oak Quercus virginiana 6"-8" caliper; speciman tree O '• b. " (LE) Lacebark Elm Ulmus Parvifolia sem ervivens 3" caliper b •V� l \ : ; (VI) O Vitex Vitex Angus–castus 6'-8' hgt. Q (PMG) Pink Muhly Grass Muhlenbergia capillaris 3 gal. LMG ��""'''�, Lindheimer Muhl Grass >< ( ) { jj Y Muhlenbergia lindheimeri 3 gal. s I TN /� a—� (SG) O Salvia Salvia greggi 1 al. 0", Lor 2, I � A� � T � o i BLOCK B O (MFG) Mexican Feather Grass Stipa tenuissama 1 gal. •� , OFFICE \ N DSCAP \ w 15,215 SF \ RE-AS s� AS � (RY) � Red Yucca Hesperaloe parviflora 3 gal. ® / �• FFE=XXXX 'Y I • (TR) � Trailing Rosemary Rosemarinus officinalis 'Prostratus' 1 gal. PER O Date: 01-18-16 Ceramic Pot size varies \ Scale: NTS /.' �s• PER Common Bermuda Grass Cynodon dactylon Hydromulch Project No.: / �• PLAN buffalogross 82%• blue grama grass 17%; J Jo PER Available through Native American Seed Company: Drawn b J, Thunder Turf I curly mesquite 17 Approved: .• PER C-Dv PLAN ineyard muscadine grape vineyard 5 gal. Revised: • public art/public art & gathering area PER seating, plantings, & shade structures will be provided NIC PLAN as each area is developed & approved \ I r PER \ \ I PLAN public bench – typ. NIC \ T1 THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE \ II lN Q R T NOT FOR CONSTRUCTION. FINAL \\ LANDS (TyP> PLANS WILL BE SIGNED&SEALED. \ I o x FFE=XXXX ,', '•..4 ° , J� •. : . .,J ., l ASC �A D SLA P LOT 4, l E AREAS / I BLOCK B �• RETAIL «" o 22,215 SF d ■ I FFE=XXXX '° .• ° � J X &�/ T n W ., ���p •� MJ ..• •• . (J. __......__=bUj / \ FFE=XXXX A ® }, �_ • ' J cn . • 06 �( Y� �j ,�, r ,w ate:.. • • U) cn 1 . .. •l U / co J o o l D R T D r :J REAS Sheet No. J; • ooX GAS PAD • , PD SITE .,;� \� • y PLAN i �• ?ate � •. %" •. ' •' � �. O / Ordinance 778 GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� cRE� 0� °� �eoe JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE ��`'� Medlin MEAD 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. �5�� Cemetery Golf r Y Course MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. v o 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR s� TROPHY o�209 s �Iiavcy SEMINOLE Uj = o b 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. ��" �° �o F FRESHMEADaN m< m "' APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 °° G� r INVERNESS a X �' LLJ PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. �!L iiiii PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING `i"m Q Brown & Gay Engineers, Inc. FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY 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. - = 2 9 Dallas Parkway, Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE INVERNE y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 0 RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. Tel: 972-464-4800 • www.browngay.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. KING Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR8Tel: 972-464-483 . BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER 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. 114 Copyright 201 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. L e��O CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: o SOLANA ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o � TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. _ 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST good 0 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP CENTURION AMERICAN THE CONSTRUCTION. VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER (NOT TO SCALE) DEVELOPER 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. CENTURION AMERICAN 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Tel: 214-287-9009 Michael e FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48". 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 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. Enginterinip . 0,evelopment • Construction 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM 9. ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. w Q X ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. V LU 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. Q ~ OF LAND DISTURBING ACTIVITIES ON THE PROJECT. > 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. U 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 W 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 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. z �^ FH Q v) U Z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. PROPOSED FIRE HYDRANT PROPOSED SANITARY 0 w < EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 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 co APPROVAL OF THE PROJECT. � MANHOLE Q W � < 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. IIIco DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING PROPOSED STORM INLET (n Ur w SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. W U) J Z Q TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO (:)--o PROPOSED STREET LIGHT < EXCAVATION. Q n LL.I F- SANITARY SEWER NOTES: ® EXISTING TRANSFORMER Q m W 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY z ( w j RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING a-O EXISTING STREET LIGHT Q CONSTRUCTION. � 0 LL 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, © EXISTING GAS METER AND ALL UTILITIES CROSSING THE STORM SEWER. D O LATEST EDITION. z 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. ❑E EXISTING ELECTRIC MANHOLE Z Q 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. LLL THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. =T_F1 EXISTING SIGN Q p E4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. FH ~ C 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION N FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. EXISTING FIRE HYDRANT 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS THESE PLANS ARE ISSUED FOR o EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY o SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN 8. ATV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. 0 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 a N 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. U) CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS TEXAS REGISTERED ENGINEERING 0 11. NO SERVICES ALLOWED ON CLEANOUT STACK. FIRM F-1046 z 1-800-344-8377 WILLIAM R. JANNEY, P.E. 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION NO. 108663 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. MARCH 10, 2016 Z REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY Uj AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST ! ! CAUTION ~v THE CONSTRUCTION CONTRACT. EDITION. t Contractor to Verify exact location 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to � 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT P o BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION any Construction Activities ,0 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 DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. a CAUTION 0 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART CLEAR DISTANCE . WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY CONTACT: 1-800-DIG-TESS LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE ( ) 48 HOURS PRIOR TO CONSTRUCTION MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). ON PROJECT. 004 0 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.1 DATE DESCRIPTION o JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. 0 01 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. o CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS a 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. ai A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18"AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: o C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: 0 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT 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 MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sheet No. U 0° z o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL ry U) 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. GENERAL NOTES w ' 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. ZH w3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT >o CONCRETE AND/OR ASPHALT EDGES. QQ N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW.06 Z ° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS15349OR2 PREPARED BY EWI 0C4 � AND DATED SEPTEMBER, 2015 mo Ordinance 778 ' • ' TROPHY CLUB W REMOVE 54 LF EXISTING CURB �♦ _ -1 ��o INSTALL LONGITUDINAL BUTT JOINT - � Q • / REMOVE 51 LF EXISTING CURB �R� cRE G ,BOB JAMES / �, INSTALL LONGITUDINAL BUTT JOINT ��`'� Medlin MEA00� `` ��, W R3 R3 �SV� Cemetery Golf y ° R1 r' R3'.. R3- '♦ J NS�� y fours ., SV G -- FAIlayq r TROPHY SEMINOLE v J 2 ° �__ _ q J= _ V) rn \ \ •J ° • J ,. . J _ , 114 �� GOA r'i'O�'1' r FRESH MEADO`N m¢ m N ti / / • ° J , J ° .. s�G N C, INVERNESS W Z I W a x z s J Brown & Gay Engineers, Inc. a J < + ' ♦ , WESTLAKE INVERNE 2 9 Dallas Parkway, Suite 204 \ / ° R15 REMOVE 50 LF EXISTING CURB INSTALL LONGITUDINAL BUTT JOINT �, o Frisco, TX 75034 REMOVE 30 LF EXISTING CURB R10 Tel: 972-464-4800 • www.browngay.com INSTALL LONGITUDINAL BUTT JOINT ° J♦' © ° , ' ,' TBPE Registration No. F-1046 \ aN % 1 KMG Contact: Will Janney .8' ° • '- � Tel: 972-464-483 T E x'1"5+ J • ° . ; R 0 0 114 Copyright 201 REMOVE 155 LF EXISTING CURB J ° •/ ° 1 DOVE ROAD INSTALL LONGITUDINAL BUTT JOINT ♦ • U J a <° ppb' • •J T L, ° < \ \ VICINITY MAP J° 27,351 SE ; '' ♦9 330 0.63 AC ' (NOT TO SCALE) DEVELOPER OFFICE X�x�X \ I \ CENTURION AMERICAN J ° 15,215 SE J 1800 Valley View Lane, Suite 300 / • J DENSITY=0.56 y' \ ' 1 � X \ II \ Farmers Branch, TX 75234 FFE=64 50 �x \ \ Contact: Michael Beaty J, Tel: 214-287-9009 11-A A ~° c 8' J J ♦J ° \ / I ♦ \ ORELAND< ° R3'♦ €ngintarrng t � 230' \X \ I J J° a U) LOT 1, J Q Q J \ \x \ )-- BL — LU Q X I 63,417 SE ♦J• a ♦ a 1.46 AC • ° \ > ETI a xI`TING' \x \ I PARING U F ,. ° � , • I RGAAGE ° EEN IT E I 51,200 SE \ Horizontal Scale: 1 30 W O PER FLOOR \ �_ Z C/) U ♦J ' DENSITY=0.81 / z w \ \ \ I 0' 30' 60' W \ I r LUZ \ M � � Q � tiQ J ` \ • J Y LU ° \x \ I 428 I Q U) z Q ♦ • — ° \ I P RING I Q Q m E- 1 FFE-646.50 J ° ;J' . ° \ \I STALLS IN J Z U) J DRILL ZONE \ \x GARAGE Z 0 W w v ° \ PREVIOUSLY 1 J• ° m \ APPROVED 'J O \ ' •� Z Q z ♦ Ew P� '* U Q O gREEZ ° • ° • . . ° LOT 5, FLOCK 6 \ CL 52,800 SE THESE PLANS ARE ISSUED FOR N ` •J ° 3.51 AC \ \ THE PURPOSE OF PRELIMINARY `° FFE-645.65 ' \ G PA \ REVIEW AND ARE NOT INTENDED o - J \ FOR CONSTRUCTION. N a a , J , ° X \ K ♦ ♦<° ° ° \ \ FINAL WFORM IS THEY WILL BE , / _ ° . Jn ♦ °a J x\ \ \ SEALED, SIGNED AND DATED. j 015 / ° J / RESPONSIBLE ENGINEER: \ \ BROWN & GAY ENGINEERS, INC. ai ' g, ` ' , / TEXAS REGISTERED ENGINEERING N J• Q ° i ♦J � � FIRM F-1046 ZI •♦' LOT 38 ° • � ° ° �* \ % � . TEXAS REGISTRATION NO. 108663 ai \ BLOCS <♦,J < �< \ \ / \ 2A< °,J ° NOTES: MARCH 10, 2016 ° J 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS a 54,052 SE • , °, ° \ / QR�,♦ R251 EXISTING FOR THIS PLAN SET CAUTION 24 AC 'J<` J ° R49 ° ° 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS � a r RETAIL . \ R34''J , R1 o OTHERWISE NOTED Contractor to Verify exact location W °,J♦ ° Jn � 22,215 SF ,, ° ♦ ° � " & Depth of Exist Facilities Prior to o I J 'J J° r� °°J °'J ' any Construction Activities N ° DENSITY—0.41 ° x� TBW — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis a REMOVE 38 LF ° ° , . FFE_645.00 °, ° J , \ °� ° R ° / Blvd. and Dove Road. 1668.96 CAUTION ! ! � EXISTING CURB a J ° x�*/ ° CONTACT: 1-800—DIG—TESS INSTALLI °INAL10• °, J ° J• TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. 48 HOURS PRIOR TO CONSTRUCTION LOBUTT GITUDJOINT J R68' axX� Elev. 679.58 ° ° R5 J xi J REVISIONS ° • R1 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. REV NO. DATE DESCRIPTION J • ° Elev. 683.26 R25' i TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. O ° J REMOVE 35 LF ' . and Dove Road. Elev. 648.47 \ ° I EXISTING CURB 'y INSTALL J • • LONGITUDINAL J � BUTT JOINT NI ° J °• REMOVE 35 LF EXISTING CURB a DRAWN BY: ° \ ° J INSTALL LONGITUDINAL BUTT JOINT R10' ° ° < ° 31 A41 PAVEMENT LEGEND N (SEE GEOTECHNICAL REPORT) CHECKED BY: REMOVE 41 LF EXISTING CURB ° LOT 4 � J CONCRETE PAVERS ABOVE s " OF SAND DATE: INSTALL LONGITUDINAL BUTT JOINT 0 : '2� �4 BLOCK / o AND 5.5" 3,600 PSI CONCRETE W/ #3 0 J r J ° 18,071 SE '. • BARS ON 18" O.C.E.W. ON 6" OF PROJECT NUMBER: s 0.41 Ac J� LIME/CEMENT TREATED STABILIZED' /J ,J• ' \ � < ♦ X39 ° • J . SUBGRADE. SEE ARCH. PLANS FOR Z o °R15' ' • •/ . • 'j PAVERS TYPE AND LOCATION Sheet No. U °J •♦ t� ® / ,� N ° J 'J ' PROPOSED SIDEWALK 4" 3,500 PSI PAVING PLAN o'� ° ° ♦ . J ° w J i ,;J ' 'J ° ° ' CONC. PAVEMENT W/ #3 BARS ® 24" J z W . ,J '• / O.C.E.W ON 6" STABILIZED SUBGRADE Z R15 O O ' Lu <a / REMOVE 54 LF EXISTING CURB 0 N INSTALL LONGITUDINAL BUTT JOINT Z • J J I 0 M C Ordinance 778 _ � � �\ \ / / � �/ / / / h��� •'�\ \\ TROPHY CLUB _W / Io I / \ 645 \ / / / / / / / �J' \ �\ \\ \ �' / / I _' / 1 / / '' • ' '\\ \� �� N RIE U BOB JAMES Medlin / / / \ �, / h4' / / \ 6� _ ° ,° •\ \ EAO (R ��\ SNS Cemetery Golf Z Y 640 / \ \ Course l \� � 0 SJNS TROPHY G y FAII�q SEMINOLE 9a r 6 / \ �9c< 9 o P ��qCF FRES mc=i o voi � \ s� �' 114 ��O,j, r H MEADOW wa Z ti Y_ 0.25 2.0 Q Brown & Gay Engineers, Inc. L r 6�� / I _j_ — — I i I \ " • \ WESTLAK � 2 9 Dallas Parkway,, Suite 204\ E INVERNE o Frisco, TX 75034 U) Tel: 972-464-4800 • www.browngay.com / / / / // _ III • , \ \ \ \ \ \ 1 �� //_/ / / / = \ \ TBPE Registration No. F-1046 642 // _ I \ \ \ \ \\ \ \ \ \ 1 KING Contact: Will Janney Tel: 972-464-483 �. • _ I I \ \ \ \ ITS 114 0 Copyright 201 SOLANA LOT 2, /// / / / / \ \ 11I \ \ \ \ \ \ \ \ \\ VIC / R / / 6. J L 0.647.0 // / / / \ \ l I \ \ ® / \ •� \ \\ \ \ \ \ \\ DOVE ROAD �is9 o G� 27,351 SF j//j i/// // / / \ \ \ \ \ \ \ ,\ \\ \ \ \ \\ l I °a 04 O63 AC / OFFICE CENTURION AMERICAN . 15,215 SE \ / / / / / x/ \ \ \ / / / I� 6' VICINITY MAP I DENS.TY=0.56 / / / /x/ \ \ \ \ / ' I I \ \ i Q ` (NOT TO SCALE) DEVELOPER / FFE=644 50 Qr CENTURION AMERICAN 1800 Valley View Lane Suite 300 Farmers Branch, TX 75234 / / \ \ \ \ \ 1 \ \��. \ \ \\ \ \ \ Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Enginaerrnp .LOT 1, Devalogme:,^ . BLOCK \ \\ \ 46 \ \ \ \ \ \1\ I 63,417 SFS . • \ \ 1� � l � 1 I /, \FXI7,TINT \x \ \ \ \ \\\ I P R IINC \ \ 11 1 I I I I LU Q • ' \ \\ ° � \ \\ \ \\\\ � CH\ INEIR:E \ I GARAGE \ \ X, FEN CE , PEPIw— EEooR \ � \ Q DENSITY—0 8 z Horizontal Scale: 1" = 30' Q W z \ , \ 0 30 60 , \ \ A6 • \ \ \ V� VAA � � �� � 3.47 28.0 ' � 1 \ 1 � D- W � � \ _ � _ \ / � \ \ \ \ \ \\\ 1 \ • , LU NOTES: U � � � � 1 FFE � \ / I \ / \ \ �1 \ / \ _ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS — Q \ _ j DRILL ZONE / \ \ \\� z EXISTING FOR THIS PLAN SET LLI (� (q LUV \ ,• APPROVED / \ \ \� LU \ / / \ / 1 \\ •, / TBM1 — "❑" Cut in median nose located 700 feet southeast of intersection of Davis Q E0 I I I �,��� A5 x\ j \\\\ \ / Blvd. and Dove Road. Elev. 668.96 Z C W W �� F 0.39 4.3 \` \ \ — I I / TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. \ �— Elev. 679.58 n n z Z BL B _ _ � I I I I I 630 \ � 152,800 SE \ _ � �\ I I � TBM3 — ❑ Cut m median nose at Intersection of Davis Blvd. and Bear Way. W Q Elev. 683.26 U >O \ rl \3.51 AC n FFE=645.65 ��` \ \ \ F ® / X I — \ TBM4 — "❑" Cut in median nose located —600 feet east of intersection of Davis Blvd. ~ E \ v Ax III \ � szy _ � • I / \ \ \ \ \ I I I I and Dove Road. Elev. 648.47 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED / I - \ \ \ \ \ I I I \ \ FOR CONSTRUCTION. WHEN ISSUED IN FINAL FO I SEALED, SIGNED AND DATED. C3 \ rA4 / L T 3 \ �\ / 62 / LEGEND a \ BLO� � � / / / / / �, \ RESPONSIBLE ENGINEER: of 0.83 9.1 / \ / / 62 BROWN & GAY ENGINEERS, INC. N I 54,05 SE �� \ \ \ / / DRAINAGE AREA BOUNDARY TEXAS REGISTERED ENGINEERING <� \ ems, 2AC / FIRM F-1046 / I 1 P T IL EXISTING CONTOUR LINE TEXAS I REGISTRATION NOLLIAM R. JANNEY,. 108663 2 ,215 SE / / o ��0 - A \ i 625 62� 625 / MARCH 10, 2016 DENSITY=0.41 \ \ \ \ / /// / �� / // J 650 PROPOSED CONTOUR LINE 01F/FE=645.00 \ �/ / / / // / / _ _ CAUTION . . N I I Q \ \ \ / // /— / • ,� \ PROPOSED SANITARY SEWER Contractor to Verify exact location ��j� Depth of Exist Facilities Prior to N \ , I J•• \ \ \x\ / // // �� , / any Construction Activities LO ' I \ DRAINAGE AREA NUMBER CAUTION , / P3 I \ _ __� / /_/ i EXISTING ' -�'' / / / / i /_ / �. ° CONTACT: 1-800—DIG—TESS 7 I I \ I / �o��' \ \ \\ /i//� \�✓ j // / j / / WYE \EET i �� i / / / / 3.51 32.5 100—YR RUNOFF IN C.F.S. 48 HOURS PRIOR TO CONSTRUCTION _ N \ y1 Lo I \ i- //_// // // i �\ ✓ / / / / j�� / / r REVISIONS �, DRAINAGE AREA IN ACRES \1 I \ 644 co� l I I j//j //j /j j // \x \i / / / j / / \ \ / O ;y REV N0. DATE DESCRIPTION II 643 \ /�� // / // ��/ \\ // / / \ • , / ♦ DRAINAGE FLOW DIRECTION 0a° I ': 642 ortijrO \ \\j///'/" �///�//�/////// / // / / / / / �\�_��- /�_/// ///// // / \ • ,-' \sN /// • %-'• ti �/ �/i/_i — STORM DRAIN INLET 641 ••640 o ' \ 639 ��� \ \ ✓ / / j ✓ / / / / �� / / / u � / // / /� � \\C ✓ I 538 \ / / / / / / / \ % • / / / — \\\ \' 6�� \ \ / / i /i/ / ' / / // r' / �• // j \\\\ �/ . DRAWN BY: 635 /� \ EXISTING IV � G ' / / / � T , / /// � �j // � �j // ° V I WYE INLET EET s0 L C // "• / / / //// ✓ / / /� � ® CHECKED BY: 18,071E I 1 \ •' • - 6� E�, v — A 3 0.41 AC '� • �' �/ , I I 2 / .' ' DATE: �16.6 PROJECT NUMBER: I \ '630 \ / A 09 C)M / � � � v — / �__= - • .; / Sheet No. C6 A\ ` 41 J PROPOSED � / �J W I \ I I • / J LLJ z� DRAINAGE AREA UJ - M A P ZUa� C6 Z ° ,o O1� m c� Ordinance 778 / � / I \ \ \ \ \ \ � � i � ! // // / / / • ' ' 640 \ TROPHY CLUB W TC638.92 p MATCH EXISTING \\\ ���o ��`��� TC639.31 TC638.59 \ \ � \ �`'��� Medlin ME�� 0 aoe JAMES - / MATCH EXISTING \\ MATCH EXISTING \ \ sv'� cemetery Golf 2 Y TP638.99 \ e� o � ••-� \ R� '( J� Course 645 \ / '• ; TC637.82 \ •'J �\ \\ \ JNs Y ��09 \P �qCY SEMINOLE Ld T= o ti / / / / • •�MATCH EXISTING ' \ \ s TROPH ti �v MATCH EXISTING • �� \� �\ \ 114 �`� �o° �ooti NFRE=MEADoN as z `n / TP639.42 ! "�� O MATCH EXISTING 639 '` ��,�< .. \ \\\ �� p �� .NVERNESS I Y °640 _ \ TC636.67 �� \\\\\�� \ �6`�="m� y I Q Brown & Gay Engineers, Inc. TC638.89 MATCH EXISTING \ = 2 9 Dallas Parkway, Suite 204 / / / / \ TP643.98 / 6g�_ TC639.2 = �\ TC638.12 1 \�\�\ \\� WESTLAKE / J / J 6�2 TC639.61 '11 \ _ � n INVERNE Y, / / / / / \ / a c> 0- - \ • .1 \\\\\ \\\� �a o Frisco, TX 75034 \ / 1TP644.14 3 \ �_ � Tel: 972-464-4800 • www.browngay.com / / 650 / / / / � � - • -o y ���O �/ � / �j / I TP642.15 - - \ / _ - \ TC637.08 \ 2� \ \ \ \\ _ TBPE Registration No. F-1046 KING - I� v TP644.33 - III I \ ^� . \ \ \ \ \ \ 1 \\ \� Contact: Will Janney / 6 / TP641.40 �\ a / / - e - co MATCH EXISTING �� � //� _ - \ \ o SITE Tel: 972-464-483 1 TP641.93 J ✓ �TP644.38 //j - TC635.81 \ \ \ \ \ \ I I 114 Copyright 201 MATCH EXISTING 6 � Df °� %/ // I I TC636.14 MATCH EXISTING \ \ \ \ \ 1 I` (n SOL"A / //� ANA / / r TC643. J ° i TP642.50 \ \\�� \\ \ \ \\ \ \\ \ \\\ DOVE ROAD MATCH EXISTING ` TP643.70 / // /i �/j // / / / \ \ 1 \ \ \ \ \\/ / a° MATCH EXISTING °a ML T T v) BLOCK B / //// //���� / / / / / \ \ \� ( �I I .\ \ �\ \ \ \ \ \ 27,351 SF /// /ji /� / \ ` \ \ J\ \\ \ \ \ \ \ VICINITY MAP AMERICAN 0.63 AC / \ \ \\ \\ \ \ \ (NOT TO SCALE) DEVELOPER DEICE \\ /< < / / � - � - � x � \ \�� �� ) 1 � I � \ \ / i/ / / / \ \ \ \\ 1\ I \ \ CENTURION AMERICAN \ 15,215 SF / / / /x/ \ \ \� J • '� \ / / / I ' I III 1800 Valley View Lane, Suite 300 / / / / / \ \ \ \ I Q I IDENSIY=0.56 � X\ \ \ \ \ \ \\\ \\ • \ / I I Farmers Branch, TX 75234 FFE=644 50 Contact: Michael Beaty / / //x \ \ l Tel: 214-287-9009 MATCH EXISTING TC644.36 J MOORELAND / TP644.76 / I C�' \\ , TC645.71 TC645.97 6'Sts f- \ \ \ \ \ \ \\ \ C \ Engmerrn¢ . Devalogmr: -MATCH EXISTING TC646.02 1 I \ \ \ \\ \ \ \ \\\\\ \ T TC646.29 6�`' TP646.05 / TP646.02 I \ \ \ \ \ \ Il, ` T \ \\ \\ \ \ , \// / �\\\/,(/, �• (6\ \/\ \N\p,R0.\EN PK \ \ \\\\\\\\\\\\\\\\ i ��\ \\ \ I . ---F - ✓ \ Dlz Y Q7Z Q jBLOCK B - LU X TP645.91 TC646.62 46 �1 4--- C Q XTIN �57Z\ I I C646.82 L�\\IN� N GARAGE U Z o \ �� \ ov Horizontal Scale: 1" 30' Q W D FENI 51,200 SF OPER FLOOR G646.50 R w UPDENSITY-0.81 1 \\\ 0 30 60 1 1 1 ' ' ' z LJ..I GARAGE FLOOR \ �\ , Q LU Q ti < SLOPES BETWEEN I U Q c� ENTRIES �" 01-1Cq LU \ - LU s FFE=646:50\ •J \� TP645.37 / \ \ \ \ \ \ \ I \ \ o , , \ Q Q � ) m I- \ \ \ \ \ TC645.52 I \ - / \ \ \�I \ Z � V J W \ \ _ DRILL ZONE / \ \ \ \� \ •J z - p Q V W \ • 1 1 TP645.61AKC� \ / PSE 4011 L`� / \x \\` - - LL J• E gRE. - - %' APPROVEDI TP645.65 J y J I I / TC645.25 j \\ \ \\\\ r \ ' 6, • . \ / z15 LLI Q z PSE BR TP645.10 \ \ - \ \ I I- GR \ \ LOT 6 I co J • I I TP645.65 6pr5- \ \ B L C I< I I \ I I \ 6306i \ \ \ I TP645,34 \ 152,800 SF \ \ I I \ THESE PLANS ARE ISSUED FOR NARY \3.51 AC REVIEW AND THE SARE F NOT INTENDED / I FFE=645.65 ��°` \ \ \ \ GAPAD \ I I A� OR 0 I \ - F WHEN NISSUEDTION. ,. p FINAL FORM THEY WILL BE NOTE fi �� \ \ v I I I \ : SEALED, SIGNED AND DATED. \ \ \ \ ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q / I II EXISTING FOR THIS PLAN SET. I \ \ \ \ \ \x II \ \ \ RESPONSIBLE ENGINEER: � �\ ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. BROWN & GAY ENGINEERS, INC. Z1 .4 1 �2 \ \ I I \ \ TP626.00 TEXAS REGISTERED ENGINEERING FIRM F-1046 a I / 6 \ \ \ i / I TP626.00 6 O \ I TBM1 - "❑" Cut in median nose located 700 feet southeast of intersection of Davis WILLIAM R. JANNEY, P.E. III L T 3 a \ \ x / /\ ► AUK 62 TP625.14 TEXAS REGISTRATION N0. 108663 \ • B \ \ \ - / / / / �� RP Blvd. and Dove Road. Elev. 668.96 TP625.28 .o QE MARCH 10, 2016 G \ �- / \ , 626, TP624.31 • . / " " I I 54,05 SF 6p1 \ \ \ %\ \ TP625.39 p,K TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. N I 1.24 AC !CAUTION TC643.65 R TAIL \ \ \ \ \ \ I / l Q \� I/ Elev. 679.58 y V)I / \ / ��i Contractor to Verity exact location MATCH EXISTING 2 ,215 SF �p _ \ \\ \ / / / °� cD 2°c TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Depth of Exist Facilities Prior to / / �� / 625- 6 TP624.28' Y o any Construction Activities N I D SITY=0.41 �° \ \ // / MATCH Elev. 683.26 I I ;•sQ�� I� FFE=645.00 / / // / / -TP624.82, � / \ � \ �� / /�/ \ \// / / �TP625.05�° EXISTING - CAUTION TBM4 "❑" Cut In median nose located X600 feet east of Intersection of Davis Blvd. CONTACT: 1-800-DIG-TESS o and Dove Road. Elev. 648.47 TP623.18 48 HOURS PRIOR TO CONSTRUCTION \ TP645.00 MATCH EXISTING TC642.0'8I REVISIONS \ REV N0. DATE DESCRIPTION MATCH EXISTING J , I TP644.70 �� F' �� \ \ �i/ii \ / /j i, / / �/ //� � � / ���, 6 � \ � / \ �° � \ ✓ %, moi i / /// 60 TP623.22 / • s - �TP645.00 �� \ \ /fix /// // \\ / / / , / MATCH EXISTING • J! LEGEND I \ TP644.70 644 \ FH 643-I I I 42` I \ \ \ // // / % /% i \ • , • • TP624.34 z i PROPOSED FIRE HYDRANT 6 J �'� / / / / / \ MATCH EXISTING a� \\I I I •�\ \ \ / i� _� �_ SSMH PROPOSED SANITARY 641 \ ° , � \ _ // � / � / / / \ / / / / "' \ � f '-'4 6 \ \ / //%//// / � / � � / /// / / _ u ', \„•/ ;\ MANHOLE DRAWN BY:TC638.36 540 MATCH EXISTING TC634.1839_ PROPOSED STORM INLET CHECKED B Y:W TC634.37638 650TC634.9EXISTING CONTOUR LINE /// PROPOSED CONTOUR LINE // \ ✓ LOT 4X, / �/ // \ 650 DATE: \l I I TC636.05 - - 635 f h14 \ // \( I MATCH EXISTING ,J / /6�� 630 \ / / / BLCK B/ / // V• . / _ / / I I \ \ Z18,071 // /j �' /// / PROJECT NUMBER: • �• � � �/ / ,. Sheet No. _ I _ Tc63o.s4 • 30 , . 'v / / % `%//� �% GRADING PLAN Of`` MATCH EXISTING '6 " \ 1 / / / , I /� J i ,•J / / / \/ / / z H I TP629.631 6 w V) I ` 1 MATCH EXISTING -_ o o >- I Z \ / / TP628.69 / \ MATCH EXISTING �• • ; / j // \ / / // ,�•'/ \ Z Al TC628.54 J / ✓ / o" \ \ 1 I MATCH EXISTING _ _ - / • • /j jj%// // l_� l l .,� ' m� Ordinance 778 EX FH _ o -_ _ � TROPHY CLUB W G —W-- Q� \ V \\\ J o / C C� \ \ SERE CRE �Go BOB JAMES Medlin MEA00 �� \ C Cemetery Golf y w / SS SS SS_ ERAS E� �v0 Course o \ C. SS °.,J \ \ SJNS TROPHY G 20F'AP l%q y SEMINOLE W 9c \ /EX FH G c /./ ss_ss \�� � 114 Goo r�ppY NFRE2 4- MEAD SS wa ? N �N � r \ s�G �� iNVERNE a Q Brown & Gay Engineers, Inc. S% • J ELECTRICAL EASEMENT •' WESTLAKE INVERNE 2 9 Dallas Parkway, Suite 204 s\ \ SS/ / o Frisco, TX 75034 s / Tel: 972-464-4800 • www.browngay.com SS K TBPE Registration No. F-1046 INSTALL FIRE \ � �"C Contact: Will Janney DEPARTMENT �\ I T E Tel: 972-464-483 CONNECTION / % J 114 W J n Copyright 201 5 Ln W S ;J a SOLANq ••, ,\ \ ,• SS • •FDC ° s WATER EASEMENT WM,` 1 / DOVE ROAD `;1 ,J 1S J \ o ATF J INSTALL: `nom � *o°a N ` T 1 - 8" SANITARY SERVICE \ B OCK B CONNECT TO EXISTING 8" I , ' CENTURION AMERICAN EX FH INSTALL2 ,351 SE SANITARY STUB \ '� '� J�' VICINITY MAP / \ (NOT TO SCALE) DEVELOPER v . DUCT BANK 63 AC INSTALL: • STUB OFFICE 1 - 2" DOMESTIC WATER VICE x�x/xA \ I CENTURION AMERICAN 15,215 SE 1 - WATER M /x \ 1800 Valley View Lane, Suite 300 +Y-0.56 1 - 6" SERVICE ��� � x I � Farmers Branch TX 75234 X��F =6 50 1 T EXISTING 8" WATER S \ \ I \ Contact: Michael Beaty Tel: 214-287-9009 Cf MOORELAND I \ � €nglnterrng . Development • Conxcructirr, � \ EX FH - I J Q LST 1, Q BLOCK W X - n 0 � w 63,417 SE FDC I­_A \ �� 1.46 AC Q \ EXTI Il F I PARKING ,J H INSTALL FIRE U z cHgir�ui:E � v RAGE � DEPARTMENT \ 0 Horizontal Scale: 1" = 30' Q W \ EE N IL V II PER2FLOOR CONNECTION Z C/) Q \ \ \ DENSITYO 81 0' 3 0' 0' F- Z \ I � • 6 Q � � EZ V) Q Q J n \ \\ II „• z r W M I N _L M W J z Y \ \ \x \ I •, p U) _ Q Q Q m _j 1 FFE_646.50 \ \ \I z DRILL ZONE • p z 0 V W w \ Q PREVIOUSLY � � '` APPROVED \ E• • J . c \ ,/ \ �% W LO T 5 \ \, s NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS U Q O J . \ LOC 'B \ EXISTING FOR THIS PLAN SET N , N EX FH J \ \ 152,800 SE \ THESE PLANS ARE ISSUED FOR T \ 3.51 AC \ � � THE PURPOSE OF PRELIMINARY N 'J• FFE-645.65 G PA \� ��' REVIEW AND ARE NOT INTENDED \ TBM1 — "El" Cut in median nose located - 700 feet southeast of intersection of Davis FOR CONSTRUCTION. \% \ Blvd. and Dove Road. 1668.96 FINAL WHEN ISSUED IN FORM THEY WILL BE SEALED, SIGNED AND DATED. \ \ \ �' TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. a W v7 I , A \ \ Elev. 679.58 RESPONSIBLE ENGINEER: Ni �`N � INSTALL ,• � \ \ BROWN & GAY ENGINEERS, INC. ; DUCT BANK A� TBM3 — ""El" Cut in median nose at intersection of Davis Blvd. and Bear Way. TEXAS REGISTERED ENGINEERING zi •• STUB \ / Elev. 683.26 FIRM JANNE J 0—SS / / WILLIAM R. JANNEY, P.E. a� ° T 3, / TEXAS REGISTRATION NO. 108663 N • n BLGK B \ \ / ° TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. MARCH 10, 2016 54,052 SE \ / and Dove Road. 1648.47 \ o 1.24 AC / J ! ! CAUTION ! ! N RETAIL �,� / �,. LEGEND Contractor to Verify exact location 2\215 SE V A & Depth of Exist Facilities Prior to y� J any Construction Activities NSITY=0.41co / U FH FFE=64 / ,��X J �� PROPOSED FIRE HYDRANT CAUTION c J ,� CONTACT: 1 800—DIG TESS x/ J'•• 48 HOURS PRIOR TO CONSTRUCTION \ X/ S H PROPOSED SANITARY U / • x/ MANHOLE REVISIONS o J I x/X/ • / 0 PROPOSED STORM INLET REV N0. DATE DESCRIPTION i g •` \ FDC u PROPOSED FIRE DEPARTMENT CHECK INSTALL FIRE '\ ® PROPOSED DUCT BANK PULL BOX DEPARTMENT c - CONNECTION w PROPOSED WATER LINE N WATER EASEMENT X/ INSTALL 6" FIRE J ,,J ,J SS PROPOSED SANITARY SEWER SERVICE .J. Nl s EX FH PROPOSED SINGLE CONDUIT DUCT BANK DRAWN BY: •, J INSTALL 2" DOMESTIC • . FDC SERVICE PROPOSED STORM SEWER ELECTRICAL EASEMENT 'J J o J° WM INSTALL CHECKED BY: O — /v 3 LF 6" SS LOT 4X' J / \ DATE: 3 BLOCK• \ B s r J 0 ♦ ° \ 18,071 SE / PROJECT NUMBER: 0.41 AC J , a J ° EX FH ' J Sheet No. -U . . •', W • , C J / : A FIRE COVERAGE WATER , STORM , w RADIUS 150 Z D U C T B A N K & SS o'er J . ° Lu SEWER PLAN Z S oZ{ 'C119 SS W • J J / \ / C8 ° 0%0 mo Ordinance 778 o \ e , _v �� — TROPHY CLUB W // J I \ \ \ \ , 6 FURNISH & INSTALL: /� o / I I <' \ \ 65�\ \� \\ / 14 LF OF !� = — 19R FISOHF& INSTALL: J N o SILT FENCING /�— R� J cRE�����° G���� 0BOB JAMES SILT FENCING �� Medlin MEA0a S�� Cemetery Golf 2 Y J 1 ( \ \ _\\_� / /�!� �/j /// / X640 - FURNISH & INSTALL: ���`� 5�� ���� course o �� I s ' v v v / q5 //_ '/ 79 LF OF SVS PHY ���� � !41* y SEMINOLE T� TRO 2 �Y v �� / \ SILT FENCING FF o rp cF FRESH o N 4,, / 114 °° °Y r W � \ � INSTALL STORM / / � / � o N 2 MEAD ma m / / I \ -� \�\�\ \ \ Ij1'G 4i� INVERNESS Y Q Brown & Gay Engineers, Inc. FURNISH & INSTALL: / / / / 40 9 -/ "'cp— \\\� �a\� WESTLAKE r� IN ERNE 2 9 Dallas Parkway, Suite 204 133 LF OF 6 6 /� \ _ �� �, o Frisco, TX 75034 SILT FENCING 6 6�2�1 L -� / \ 1 \� \ \�� U) Tel: 972-464-4800 • www.browngay.com / A�/ \\ ������ TBPE Registration No. F-1046 FURNISH & INSTALL: 4 �► �� \ / \ \ \ \ \ \\� "'"c Contact: Will Janney 120 LF OF _ --- \ SILT FENCING `� / I I �O�' \ \ 1 l l\\ \\�= ��� "% ITE 114 Tel: 972-464-483 r %/ �, \ \ \ \ \ I 1 1 \� & Copyright 201 / �o 64 o SOLANq r \ \\ \\ \\ \ \ ING DOVE ROAD nsT !9 LOT 2 ' / �//���/ /� / '� \ �� 1 ` I �• \ \ \ \ \\ \ �\ � I \ � = _ `yT` I / INSTALL STABILIZED BLOCK B CONSTRUCTION / 27,351 SF / ENTRANCE 0 63 Ac _ OFFICE </®/// i i i �x \ \ \ \ \\ \ ' I I I I \ I /j / , CENTURION�� 15 215 SF \\11 I �\ \ VICINITY MAP / DEN TY-0.56 \i/ j / / / \, / / (Nor TO SCALE) DEVELOPER FFE 50 / // / V A \ I V l II V A \ V CENTURION AMERICAN / / / •: / I J I�ix/x/ \ `�\\ \ \ \\\ �\ \ \ \ \ I �� / , / , 1800 Valley View Lane, Suite 300 \ Farmers Branch, TX 75234 \ - / ' � � . 6� � I — — \ \ \ \ � _ •\\ \\\ \\\ \\ \ \ � — �- // �/ i Contact: Michael Beaty Tel: 214-287-9009 5 \\ \ \\ • \\ \\ \ \ \\ r •� \ \ x \ \ \ \ \ \ LOT 1, \ \ \ \ \ �\- — — / r� MOORELAND BLOCK B - 6�6 63,416 SE FURNISH & INSTALL: \ / / \ \ \ \ 1.46 AC >,> �ngmearung . Development • pn,trutt�cr, \\ 433 LF OF _ / \ \ EXISTING \ \ PARKING \ \ SILT FENCING =645 o CE\ INEhE \ \ \ \ I GARAGE — �- \ � \ FENCE 51,200 SF _ \ \ '� � f b� 1 \ \ \ \ \ \ \ \ \ \ I PER FLOOR \ V\ \ \ \ A \ \ x \ \ \ I DENSITY-0.81 \1 \ \\ \ /en Q ZZ \ 1 � � �� Horizontal Scale: 1" = 40 � � W 5 0' 40' 80' > F_ INSTALL STORM INLET \ / j A •� j / / Z Uj PROTECTION \ \ \ J y FFE=6�a50 � / \ \ \ / A\\AI j 630.E 'r • O DRILL ZONE _ / �, / / / / NOTE. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS zW U PREV+OU3tY \ \ ( f / /, — EXISTING FOR THIS PLAN SET 607- W of zAPPROVED Q Q w TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis z w co � ' \\ LOT 5, \x I I ` \ Blvd. and Dove Road. Elev. 668.96 Q ~ I I _ 630 _ _ C) Q M BLOCK B � � � / x2,800 SF / / III \ / _� TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. U J `o Y I I \ \3.51 AC j � / — Elev. 679.58 W Z Q sso � FFE_64 .65 ��` V A GA�PAD / I I �2g ' �tij� ear_ szs _ W J I / — — \ TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Q � m U) Elev. 683.26 z 0 (D ' I w O_ Q W TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. LL and Dove Road. Elev. 648.47 O FURNISH & INSTALL: / LOT 3/ / i FURNISH & INSTALL: 6�6 �// Z 301 LF OF 1 BLOCK B 64 LF OF / Z Q 54 o SF �1 \ \ % I SILT FENCING W , SILT FENCING \ \ / / W (� Y I y-� �L 6 \ \ I ami S A6 �24 AC \ \ \ \ \ \ / R TAIL A INS ALL STORM INLET �� 2215 SE �o � �2� • 625 � TOP VIEW — I\ oFjNSITY-a41 6 PROTECTIONCL FFE_645.00 f x / ��� / / / / ANY LENGTH PLUS 12" TD SEAL ENDS THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY INSTALL STORM INLET �i / / , , , , ;� REVIEW AND ARE NOT INTENDED x ; , , ; , , ; , ;; , , ; , , ; , , ; PROTECTION / , ; , , ; , , ; , , ; , , ; , , ; , , ; 7" FOR CONSTRUCTION. C; WHEN ISSUED IN \ 'S /// ✓ �� ti / o • ' �" FINAL FORM THEY WILL BE 19 SEALED SIGNED AND DATED. / / N i d / / 644 I // / j / �` \\ / j \ / /i _— _ ; RESPONSIBLE ENGINEER: a FURNISH & INSTALL: \ / / /// / // i =' — — '% a 81 LF OF \\ \ /� \ ./ BROWN & GAY ENGINEERS, INC. NI 642- INSTALL STORM INLET / / /// / / // , ; / // /� /� j / _ TEXAS REGISTERED ENGINEERING SILT FENCING \ �� PROTECTION \� / // / = FIRM F-1046 I I \ 641 // / / / / / /i / / / i//�= �/ /% . :; � :; � :; � :; � :; � :; � :; 3• WILLIAM I JANNEY, P.E. d �• / hoc � ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 0 `ti 640' / / / s �• /, /moi_i /_/_/_ TEXAS REGISTRATION N0. 108663 wl 639_ •��J \ / % / / / %1— // / / ° / // C//// / �/ / 11" MARCH 10, 2016 I N I 63 � _ .• 6�` � ���/ _- � �---'/ _ // �//� \�\' � ! CAUTION ••�. INSTALL STORM I FURNISH & INSTALL: // /// � ® / Contractor to Verify e N 6 0 / // \ /� _ exact location I I • , 6� \ 426 LF OF /// / / / & Depth of Exist Facilities Prior to o — SIDE VIEW END VIEW PROTECTI I i _ ._ /2 \ SILT FENCING �� ///� /� — any Construction Activities co 6 / I FURNISH & INSTALL: \ • — / / / / �� < �' /� „ CAUTION I STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. o ® 114 LF OF I '�p 1 / fr / // / •• 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT � � / // �/ CONTACT: 1-800� DIGTESS " SILT FENCING 6�jp ) / /� // �6.°�� /// / / FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. 48 HOURS PRIOR TO CONSTRUCTION I ♦ i / 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. (6-0 o / ��/ 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. � . \ o — — •/ / ' � /// / 50' Min. REVISIONS I \ I INSTALL STORM INLET °'° \ / ` // / / --` ADVANTAGES: REV NO. DATE DESCRIPTION o \ I PROTECTION I J / / //� //�� Concrete Boulder Type Rip Rap, A) EASE OF INSTALLATION / Grade to Prevent Runoff from B) EASE OF MAINTENANCE Leaving Site C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS Filter Fabric D) CAN BE REUSED N A�RIA� \ / •• '. ,y' \\ Jll/� �- HEAVY DUTY CURB INLET PROTECTOR o RIO t� � •�••o \ .� \\\\ °'I � \ • •y• _ � �s' Existing Grade in L • , Roadway DRAWN BY: I y - 1 _ 630 — PROFILE POS pARr y — •,� LEGEND OF 1 A IRG 0�E J I 0 BE 6�1 FILTER FABRIC MATERIAL SECURELY •y. J \ \ Y EXISTING CONTOUR LINE CHECKED BY: 0 1 \ I FASTENED TO THE POSTS OR (IF USED) THE WIRE MESH. 50' Min_ .c STEEL POST ° 650 PROPOSED CONTOUR LINE DATE: $ APPROXIMATELY 8" OF FILTER I Transition to Roadway a ° FABRIC MATERIAL MUST EXTEND — n I• I� SILT FENCE PROJECT NUMBER: -2 INTO A TRENCH AND BE ANCHORED o FOR ADDITIONAL STRENGTH WITH COMPACTED BACKnLL MATERIAL STORM INLET PROTECTION Y �js� FILTER FABRIC MATERIAL MUST > C)m BPS BE ATTACHED TO A 6-INCH RUNOFF N� — C �, Sheet N o. Z o (MAX.) MESH WIRE WHICH HAS —N i BEEN FASTENED TO THE POSTS. STABILIZED CONSTRUCTION ENTRANCE EROSION CONTROL z Radius(5' Min.) ° ALL] I \ \ APPROXIMATE 4"X4" TRENCH PLAN 0 N "r R.o.w ♦ DRAINAGE FLOW DIRECTION Z — ��� �a '" ��� PLAN VIEW D STORM DRAIN INLET 06INSTALLING A FILTER FABRIC SILT FENCE STABILIZED CONSTRUCTION ENTRANCE C9 01 0�< mCY Ordinance 778 TROPHY CLUB W o CRE �'� 5 BOB JAMES �xMedlin MEADO Cemetery Golf �2 w gEFz� 5�� OJ� Course r o° OPHY 2 FAIL SEMINOLE Z w _ rn \ G 9O rn F� o rho F FRESHMEADON mQ rn s 114 v° oti r w W z INVERNESS a x I W / z < Brown & Gay Engineers, Inc. / / \ WESTLAKEr� INVERNE 2 9 Dallas Parkway, Suite 204 / A ❑ Frisco, TX 75034 G6 Tel: 972-464-4800 • www.browngay.com 1 TBPE Registration No. F-1046 / ` r Contact: Will Janney \ SITE 114 Tel: 972-464-483 1\ � Copyright 201 \P LA ¢ SOLANA DOVE ROAD n�sT - L0T 2, \ a U 9 / BLOCK B (<��oo Q 27,351 SF G 0.63 AC / OFFICE VICINITY MAP CENTURION AMERICAN 15,215 SF /*� \ \ (NOT TO SCALE) DEVELOPER D EN SkTY=0.56 /X/x x CENTURION AMERICAN 1800 Valley View Lane, Suite 300 \ Farmers Branch, TX 75234 Contact: Michael Beaty 8 / I \\(;r Tel: 214-287-9009 LOT 1, e _� BLOCK B MOORELAND G4 / 63,417 SF 1.46 AC � nginttrinq evtloprter .r . O7 / EXISTING PARKING \ � CHAINUKE \ GARAGE ° - / FENCE \ 51,200 SF PER FLOOR PARC DENSITY-0.81 GARAGE _ X \ / LU (D Z \ 6 G3 \1 \ I Horizontal Scale: 1" = 40' < W / � � \ I_ z cl) o xZ-GARIPIAll 0' 40' 80' zUj W 2 ® \ \ \ PREVIOUSLY \ Q Z \ APPROVED x / \ J UQ Q 0- Q . x x l 15 \ LLI LOT 5, \ Q ~ < \ BLOCK B \ \ U ~ Q CY) 152,800 SF x � o LU \ 3.51 AC LLI J Z � x GAS PAD U) — Q � Ax Q Q U) E0 \ 5G2 \ \ \ G7 \ LD nQ LL. / I LOT 3, \_ x\ \ i \ I I 0 O BLOCK B x \ W Q Z F, 54,052 SF 0 1.24 AC x U O RETAIL \ / N I 22,215 SF / N DENSITY-0.41 X x, e THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. x WHEN ISSUED IN o FINAL FORM THEY WILL BE 3 / \ G1 \ / ,/ 1 SEALED, SIGNED AND DATED. 1 NI / \ /x/'` o ® I RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. 0 TEXAS REGISTERED ENGINEERING Z \ / ' FIRM F-1046 SEAN P.al LTEXAS REGISTRATIONNO. 95803 Z 1 i o / MAY 5, 2015 0 O ! ! CAUTION ! ! LOT 4X, N BLOCK B Contractor to Verify exact location LEGEND & Depth of Exist Facilities Prior to o - 18,071 SF any Construction Activities / \ 0.41 AC CAUTION ill aI I ® \ ® PROPOSED LIGHT POLE CONTACT: 1-800-DIG-TESS c� •� 1 48 HOURS PRIOR TO CONSTRUCTION 2 / UPROPOSED\ \ oo WALL MOUNTED LIGHT I \ REVISIONS o REV NO. DATE DESCRIPTION U \ PROPOSED TYPE A GROUND BOX — — PROPOSED CONDUIT C) EXISTING TRANSFORMER \ / / (POWER SOURCE) o DRAWN BY: PROPOSED SERVICE METER w I CHECKED BY: I o Y DATE: ILLUMINATED AREA (PHOTOMETRICS) I q ALL AREAS OUTSIDE OF SHAPES ARE 0 PROJECT NUMBER: FOOTCANDLES, THE INNER SHAPE IS AT LEAST y 0.2 FOOT-CANDLES AND THE OUTER RING IS 0.1 FOOT-CANDLES. Sheet No. Uj Z_0 C15 LIGHTING PLAN LU LU I z \ NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS w I I EXISTING FOR THIS PLAN SET >Z 2. FOR CONDUITS RUNNING UNDER ROADWAYS, DRIVEWAYS, OR SIDEWALKS, BORE CONDUIT UNDER PAVEMENT IF Z U (� NOTES: 1. RIGID METAL CONDUIT RUNS VERTICALLY ALONG WALL TO NEEDED. Z9 I C10 Q INTERCEPT WALL MOUNTED LIGHTS 3. TIE EXTERIOR PARKING GARAGE LIGHTS, G6 AND G7, INTO 0a INTERIOR LIGHTING SYSTEM. m� Ordinance 778 I I ": T, I Project Name: Type: � E_ �► �_ ,� fA L/Ti�-�l�7 /,,, LIGHTING N Catalog E �- me Notes: Order Matrix Number. AF- 1 E = Ordering Matrix Notes Environmental Lighting for Architecture, Inc. Environmental Lighting for Architecture, Inc. Brookside - BRK FEATURES&SPECIFICATIONS 1 2 3 4 5 6 7 8 9 INTENDED USE Type Brown & Gay Engineers, Inc. Fixture 1 Size / Mounting 1 Optics I Ballast ! Voltage I Lens ! Color I Option Ideal for building and wall mounted a ppIications. 2 9 Dallas Parkway, Suite 204 CONSTRUCTION BRK ! 18 f PT I H5 1 150PSMH ! 120 ! FG I CY 1 -- Rugged,corrosion-resistant die-cast aluminum back housing and hinged door frame.Castings are Full Cutoff Wall Packs Frisco, TX 75034 sealed with a one-piece gasket to inhibit the entrance of external contaminants.Lens is thermal and Tel: 972-464-4800 • www.browngay.com 1. Fixture: BRK • ,s+� ELECTRICAL shock-resistant dear tempered glass.Finish is bronze polyester powder paint. BROOKSIDE ELECTRICALTWR1S TBPE Registration No. F-1046 2. Size • Ballast is high reactance,high powerfactorfor 100M.Ballast is 100%factory tested. Contact: Will Janney OPTICS Tel: 972-464-483 Anodized aluminum reflector,provides IES full cutoff distribution.Medium-base lamp included in 100W METAL HALIDE Copyright 201 carton as standard. - A1` I INSTALLATION The Brookside is an eight-sided lantern with a traditional "gothic" Housing is configured for mounting directly over a standard 4"outlet box or for surfacewiring via anyof three convenient 112"threaded conduit entry hubs. style. Suitable for pole, cross arm, wall, or pendant mounting LISTINGS • + UL Listed to USsafety standards.UL listedforwet locations. conditions, the Brookside is the perfect specification for shopping Matrix#' 18 Note:Specifications subject to change without notice. Description: malls,decorative street lighting,parking lots,government buildings, ; Nates: Max wattage 25OW EPA: 2.6 Specifications site and walkway lighting, libraries, museums, churches, high-end Weight: 40 lbs. Height: 4-318(23.8) H - • 3. Haunting Width: 14-3/8(36.5) C DEVELOPER residential applications,and much more. s IC C Depth: 8-318[21.3] W 0 I 'weight: 14.5(6.58kgs) CENTURION AMERICAN 0CroCA /!i 4. All dimensions shown in inches/centimeters)unlessutherwise noted. •weight as configured In example below. 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Constructed of hi h ode cast aluminum and roteeted with a . Jg �' P �IdlContact: Michael Beaty durable powder-coated finish,the Brookside is built for the toughest Notes: r • r r Example:TWRi5100M TB LPI Tel: 214-287-9009 1.Please consult factory for Poles,Wall Matrix#. CP PD PT SP WB Brackets,and other mounting options. Descriptiohain Pendant Pendant Post Top Stem Pendant Wall Bracket of outdoor conditions. The Brookside can also meet the performance Catalog Photocell lamp Available ande in p Horizontal number Wattage Voltage included included Canada 4. Optics : Metal halide MOORELAND standards of today's high lighting demands. It's available with R � TWR1S 1t10MT6 LPI 100 120{2081240/217 N Y fid Engineering ♦ Development • Construction Type III or Type V optics; with the horizontal lamp configuration • — Matrix#: H3* H5* providing a cut-toff for Dark Skies applications. Available in up to Description: TYPE 3 TYPE 5 a maximum 250 watt Metal Halide or High Pressure Sodium, the Vertical < Q W QBrookside can also accommodate today's Low-Energy requirements + tl•� •� (� W with up to 75 watt LED or 250 watt Induction sources while still Notes: • l Matrix M. V3** V5 150W max lamprng. Description: TYPE 3 TYPE 5 Z Z excellent light output. " Glass refractor required. 5. Ballast : Description:Pulse Start Metal Halide High Pressure Compact Induction Induction Induction Q W • Metal Halide Sodium Fluorescent Bulb Type Tubular Type Circular Type (Watts I Type) (Watts I Type) (Watts/Type) (Watts 1 Type) (watts 1 Type) (Watts I Type) (Watts 1 Type) w 0 • Matrix#: SOPSMH SOMH 50HPS 13CFL 35iB* 40iT n 40iC■ Z ' ' I E z The Brookside offers a classic traditional look while meeting today's 70PSMH 70141H 70HPS 18CFL 55iB* 70iC■ W 1OOPSMH T6 70MH 100HPS 26CFL 85iB* 80iC■ U high performance standards for lighting. 15OPSMH 10taMH 150HPS 32CFL 100iB* ^J^ QCn of 175PSMH T6 15OMH 2O0HPS* 42CFL L.L UJ CY) 20OPSMH 25OMH" 250HPS* Z co Notes: 25OPSMH* Q W Q Q 1.Electronic ballast available for 54,70, A and 100 watt MH Tamps. Incandescent LED U �_ 1`..'` - 2.Other wattages and ballasts available. • (Watts/Type) I Type) �/'� �r� W Consult factory. INC 40LED U-1 v J J V y " Fits vertical only. ■ Fits optics horizonlal type 5 only. C OUTDOOR TWR15_M Q '^ w 17891 Arenth Ave.,City of Industry,CA 9174$•(800)423-6561•Fax:(626)965-9494•www.eCa-lighting.ccsrn•infaQela-lighting.com brookside-spec•Page 1 17891 Arenth Ave.,City of Industry,CA 91748•(80t})423-6581•Fax:{628}965-9494•www.ela-lighting.00m•info@eta-lighting.com brookside-spec •Page 2 v, m Z (� W w O Q � ■I�■II ■ A& 0 AM TWR1S Metal Halide Cutoff Wall Pack Z) � � LL ■ ■ rw ■ ■ ArIM C/) O U E AF 1 Ordering Matrix N � r Specifications and Elevated Scale w Q E i Environmental Lighting for Architecture, Inc. Brookside - BRK Environmental Lighting for Architecture, Inc. Brookside - BRK U U') TWFt1S 100M TB LPI TEST No:LTL 14874P F- N N I6.Voltage Matrix#: 12O* 208 240 277SCILLUMINANCE PLOT(Footcandle)* 347 48O Specifications THESE PLANS ARE ISSUED FOR Description: 120V 208V 240V 277V 347V 48011 'Only these voltages are available with LED. �. Fixture Housing:One-piece sand-casting housing,cage,and hood. The castings shall be free of any foreign materials or cosmetic fillers. For wall 1 s THE PURPOSE OF PRELIMINARY 0 7. Lens t �l, and arm mounts,consult factory for installation. z REVIEW AND ARE NOT INTENDED l 2 FOR CONSTRUCTION. 7 Optics: For horizontal Tamping,reflector units shall be hydroformed or segmented sharp cut-off optics. Specular Alzak optical segments are rigidly 10 WHEN ISSUED I N rn 1 mounted,which attaches to the housing as a one-piece module.Reflectors are field rotatable in 90'increments. For vertical lamping,units shall o�s o FINAL FORM THEY WILL BE 3 III + P: II; r o I :I q utilize borosillicate glass refractors with open ends. Fully rotatable on site. z SEALED, SIGNED AND DATED. Qii IIII''a Electrical Module:All electrical components are UL and CSA recognized,mounted on a single plate and factory prewired. Quick-disconnect plug forvi the ballast module is standard with all ballast options. Reference pages 2 and 3 for lamp characteristics,ballast types,and voltage technical data. z a _ _ 4< RESPONSIBLE ENGINEER: J Lens:All lass panels to be 118"thick tempered lass and shipped separately with asketin supplied.The Dark Skies lens options shall be tempered BROWN & GAY ENGINEERS, INC. J Matrix#: CG Clear Glass FG Frosted Glass {7G Opal Glass DSCG Clear Glass DSFG Frosted Glass 9 P P g PP P Y g 9 PP� P P s TEXAS REGISTERED ENGINEERING a Description: CA Clear Acrylic FA Frosted Acrylic OA Opal Acrylic (Dark Skies) (Dark Skies) glass,factory installed. o t 2 3 4 s s FIRM F-1046 w Notes: glass is tempered Rat glass. CP Clear Polycarbonate FP Frosted Polycarbonate WILLIAM R. JANNEY, P.E. 9 Finish/Color: Finish is super TGIC thermoset polyester powder coat paint. ELA offers RAL color matches along with our standard color selection. w lamp,horizontal lamp orientation Z d on 12' TEXAS REGISTRATION NO. 108663 8. Color Powder Coat Finish Hand-Applied Finish Custom and hand applied colors are available upon special request. Footcandle values baseMARCH 10, 2016 mounting height,$S40 sated lumens. = Matrix# Description Matrix# Description Matrix# Description Luminaire Efficiency: 46.9% AG Augustine Green MG Malaga Green CH Cracked Hide Certification: Fixtures shall be listed for outdoor,wet location.UL1598.IP rating 65. y GY Architectural Grey MN Midnight LV Light Verde !!CAUTION l CC Charcoal PIN Pewter OR old Iron CAUTION:Fixtures must be grounded in accordance with national,state,and/or local codes. Failure to do so may result in serious personal Injury. CY Clay ss Sand Storm R Rust Contractor to Verify exact location DB Dark Bronze SB Statuary Bronze V Verde & Depth of Exist Facilities Prior to j HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. any Construction Activities Notes: HP Hammered Pewter W White q CL Consult factory for custom Colors- CAUTION I _ _ 9. Options 48 OURSPRIOR TO CONSTRUCTION U NElevated Scale 1)BB Suggested Poles and Arms REVISIONS I 1)BBtI option is available for fluorescent �_} ] � - lamponly. i REV N0. DATE DESCRIPTION for the Brookside Fixture j 2)Test button location shall have visibility for BBU TB PCB PCR VR N5$ testing on site.Consult factory for o Photocell receptacle Vertical Glass placement location. Battery Backup Terminal Block Photocell Button Twist Lock by others Refractor House Side Shield U r� Photocel l Options: o Photocell is available in 920 thru 480 vans. 1� PhofaceR receptacle only ries some cross 24 24 a arms.Consult factory.Specify when ordering. a) 22 22 Fixture Ordering Example- 20 2D 0 a 18 18 I � t 16 16 DRAWN BY: 13 JON. BRKl181PTlH51150PSMHI1201FGICY 14 14 w 12 f 12 CHECKED BY: 0 10 10 1 2 3 4 5 6 7 8 9 $ - 8 DATE: Fixture I Size 1 Mounting ! Optics I Ballast 1 Voltage 1 Lens I Calor ! Option 6 - 6 0 BRK ! 20 1 PT f H5 1 15OPSMH ! 120 1 FG I CY ! = 4 4 PROJECT NUMBER: o Brookside 20 Post Top Horizontal 150 Watt 126 Volts Frosted Clay Fixture Type 5 Pulse Start Glass 2 2 U o Metal Halide M ri - i Sheet N O. .- C6 Fixture Ordering Form: Fixture : BRKI181WB BRK/181PT BRK/18/PT BRK/18/CA BRK/18/CA BRK/18/PT BRK/181WB LIGHTING DETAILS w 1 2 3 4 5 6 7 8 9 9 9 Arm : BR26 CR10A CR26B PM601 BR13 LU ' Fixture I Size / Mounting / Optics 1 Lamp 1 Voltage ! Lens ! Color f Option I Option f Option Pole: P3041-8' P401413-10' P3025D-14' P302OB-16' ZUJOptions : TWR18-M w V) /A X17"- VI IA �AM"MJVOr Q Z i 1. BRK I I 1 1 1 ! ! I 1 1 Ancuity6randsCompany (D i Note:Modifications to the fixture and additional pole heights are available. OUTDOOR: One Lithonla Way,Conyers,GA 30012 Phone:800-279.8041 Fax:770-918-1209 ww wAithonia.cam c 2006-2013 Acuity Brands Lighting,Inc.All rights reserved.Rev.01/07/13 atS 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 91748•(800)423-6561•Fax:(626)965-9494•www.ela-lighfng.corn•info@ela-lighting.com brookside-spec •Page 4 C 11 Z o IY�, co o Ordinance 778 INVOICE Star-Telegram Customer ID: TOW27 808 Tnrockmorton St. Invoice Number: 337376661 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 4/1/2016 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 4/30/2016 Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33737666 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates: 3/31/2016-4/1/2016 I)escript o {: Location Col Depth Linage MLT Rate', Amount TOWN OF WESTLAKE ORDINANCE NO. I3580 1 33 33 LINE $6.14 $404.96 1#WN:of mestLA� OROtNAN� li1 Misc Fee AN 09018 ASE c F ,� b� $10.00 COUNCIL s F,_' 15TOAI QF WESTLAKE, TEXAS, �PPt(OIC� A PL IDEttELOPENT DIS- TRICT (P SITE"PLAPT,FOR`A PORTIO OF TRII 1,,PI ANNING AREA 2(PD1-2}},ESTABLISHED BY Net Amount: $414.96 ORDINANCE 7bT FOR THE PROP ERTY GENERALLY LOCATED ON 'CHI* SOUTH SIDE'OF HWY,114, DAIS 80t1LEUARD,,AND �t11 NA"BOULEVARD, CSO Y.Ttj4,WNAS,WEST ItE - LAMIRAD PROV-10ING, AN FF r � 0 s PENALTY O.At35 ANO PVID-" I� tt A, A ISS ` LAs o�, Y p`e�,�� DEBORAH JEAN BAYLOR SECTION Y Psort�lrltltl9 'O ?�: Notary Public.State of Texas ny a �, rciislo •cT els My Commission Expires a anyn ice.s�� County of Tarrant otainisdameariirraflers eanr�Ptn "''�.;,q;,`,„�' October 29, 2019 conyictIon ter'of t 41' In, a srci not to excited Twuhst Dollars($2.00ilt3fi)for each stY3. rate off nse. A'sQ rate offense Before me a Notary s#rall be”deeitedomrc5itted uponndState this da CC eared Chris �CoCCand Bids d Le al Coordinator each�daY,,,or part of a'boyo during ypersonay a pp ! g wiictk a'violation 'cuts or con- for the Star-TeCegran ttI6urs�-PASSED, D AAPPPRR VE im,Inc.at Fort Worth,in Tarrant County,Texas:and who after being duC sworn, did depose and say that the attached clipping of advertisement was published in the above named paper on the fisted dates. BIDS ear LBGALS DEPT Star-Telegram.(i SUBSCRIBED AND S`INORNTO BEFORE MB, THIS D.AYOF.April (p 2016 Signed NOTARYP7IBLIC `. Thank You For Your Payment Remit To: Star-Telegram Customer ID: TOW27 P.O. BOX 901051 Customer Name: TOWN OF WESTLAKE FORT WORTH, TX 76101-2051 Invoice Number: 337376661 Invoice Amount: $414.96 PO Number: Amount Enclosed: