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Ord 763 Approving a Site Plan Entrada Planned Development PD 1-2 Primrose Daycare
TOWN OF WESTLAKE ORDINANCE NO. 763 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING A PD SITE PLAN FOR PRIMROSE SCHOOL LOCATED IN THE "PLANNING AREA 2" PORTION OF PLANNED DEVELOPMENT DISTRICT #1 (PD1 -2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, AND AS MORE PARTICULARLY DESCRIBED AS LOT 2, BLOCK M IN THE ENTRADA FINAL PLAT. PROVIDING AN EFFECTIVE DATE; PROVIDING A PENALTY CLAUSE; AND PROVIDING FOR A SAVINGS CLAUSE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 85.9 acre tract of land known as PD1 -2 zoning district being the portion of the PD1 zoning district bounded by Solana Boulevard to the south, FM 1938 "Davis Blvd." to the west, and SH 114 to the north (Exhibit A), on which a mixed use development is underway; and WHEREAS, because of the size, location, and natural features of the Planning Area PD1 -2 and the Town's need for public infrastructure, amenities, and services, the Town has a critical interest in the development of the Planning Area 1-2 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS, because of improvements to FM 1938 (Davis Blvd.), further urban growth throughout the region, and other changed conditions that affect the region, the Town believes there are unique and significant opportunities for new and unique mixed-use development within the Planning Area PD1 -2 that will be consistent with the Town's long-term development vision; and WHEREAS, the Planning & Zoning Commission held a public hearing upon the application of developer Centurion American to amend the Comprehensive Plan to establish PD 1-2 and approve zoning for PD 1-2 on April 15, 2013, as well as the Town Council held a public hearing on this same application on April 22, 2013 after written notice of such hearing having been sent to owners of real property being within 200 feet of the property and notice being published in a newspaper of general circulation in the Town, all in accordance with law; and subsequently adopted Ordinance 703 establishing zoning regulations for PD1 -2 now known as Entrada; and Ordinance 763 Pagel of 8 WHEREAS, following provision of proper legal notice, a public hearing was held on December 1, 2015 by the Planning and Zoning Commission (Commission) whereby the Commission recommended to the Town Council approval of a PD Site Plan for Primrose School located in PD 1-2 as shown on attached Exhibit B with PD 1-2 being described in attached Exhibit A; and WHEREAS, the Council believes that the interests of the Town, the present and future residents and citizens of the Town, and developers of land within the Town, are best served by adopting this Ordinance, which the Council has determined to be consistent with the 2015 Comprehensive Plan and its Land Use Map, Thoroughfare Plan, and Open Space Plan, all as amended to date; and WHEREAS, upon the recommendation of the Planning and Zoning Commission, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan (Exhibit B) should be approved and adopted; and WHEREAS, upon the recommendation of the Planning and Zoning Commission, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this ordinance approving this PD Site Plan 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 a PD Site Plan for Primrose School as shown on attached Exhibit B to be located in PD1- 2, an approximate 85 acres located on the south side of Hwy 114, east side of Davis Boulevard, and north of Solana Boulevard, as reflected in Exhibit A, attached hereto. Said PD Site Plan for Primrose School 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 for Primrose School on Lot 2, Block M, Entrada. c) The site plan building elevations for Primrose School, shown on attached Exhibit B, include the requirement that this structure meet all aspects of the Entrada design guidelines as recommended by the Commission and adopted on 12-14-15 by the Town Council. Ordinance 763 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 Planning & Zoning Commission. e) Landscaping and planters used around the Primrose building per drawings submitted by the Developer's master architect, Merriman and Associates, shall be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. f) Fencing/wall around building and building site will be solid masonry, not wrought iron, although a wall that is combination half and half may be approved by Staff. g) The understanding that this approval applies only to the Primrose School building, and that the other smaller buildings shown on the PD Site Plan for this Block M will require their own PD site plan and building elevations to be approved at the time they are proposed for construction. h) Solid waste collection area on this site plan will reflect a sheperd's hut" type architecture and will be approved by Staff at the time of building permit application. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections, paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence, paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day, or part of a day, during which a violation occurs or continues. Ordinance 763 Page 3 of 8 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 14th DAY OF DECEMBER 2015. Kelly tdward�, Town Secretary � 3 La6ra Wheat, Mayor Nomas E. B ; ' own a g S wEST<9 O -k TEX PG' Ordinance 763 Page 4of8 am W w i No. Sheet Title OT ® C1 COVER SHEET Ld 9 OCK RIM OS C2 KEY MAP C3 SITE PLAN Al ARCHITECTURAL RENDERINGS A2 ARCHITECTURAL ELEVATIONS NOVEMBER 2015 A3 ARCHITECTURAL DETAILS L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS C4 GENERAL NOTES C5 PAVING PLAN } - PROPOSED DRAINAGE AREA MAP M C6 N TROPHY CLUB o �� WATER STORM DUCTBANK & SEWER PLAN �' DEVELOPER: J �o o �� � C7 AIN LAN CREW 0 G� uBOB JAMES C8 Medlin MEgOO� �n ' ' CENTURION AMERICAN �5�� Cemetery Golf a o C9 EROSION CONTROL PLAN 1800 VALLEY VIEW LANE, SUITE 300 op" All \P F�CourseSEMINOLE W =� C10 LIGHTING & PHOTOMETRIC PLAN 3 FARMERS BRANCH, TEXAS 75234 F� o ASF FRESH o N C11 FIXTURE DETAILS 114 Gly ppti r MEAD wa z I x I W > rm I Q O <Q 2 y J wl WESTLAKE n INVERNE o _ - O a MOORELAND K/NC SITE 114 ° DEVELOPER: gJ° al a SOLANA 0 The Mooreland Funds 0< '`r in DOVE ROAD C� Mooreland Development �s "� 4516 Lover's Lane #350 Dallas, TX 75225 a��'°°a Brown & Gay Engineers, Inc. TEL: 214.287.9009 N I CONTACT: MIKE BEATY 500 W. 7th Street, Suite 1800 VICINITY MAP Fort Worth, TX 75102 o (NOT TO SCALE) Tel: 817-887-6130 • www.browngay.com E a TBPE Registration No. F-1046 Copyright 2015 a Ld �J THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. o ; WHEN ISSUED IN *' rn�ur - _ _• FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. U . z M TOWN OF WESTLAKE - �/7` —N y I Ordinance 3 RESPONSIBLE & GAEN ENGINEER: C15BRINC. 3 VILLAGE CIRCLET r TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w FIRM F-1046 LU SUITE 202 , t+ WILLIAM R. JANNEY, P.E. 3 w _ TEXAS REGISTRATION NO. 108663 o N WESTLAKE TEXAS 76262 w I TEL: 817-430-0941 �.�- - = _ - - NOVEMBER 23, 2015 APROVED a0 Z Y _ o J --— - TI TLE 06 In ��= "�►-�R- ��'�"'���'����-�� � � �� � `�..=g -"'t=om _ DATE 0 00- 0-11, M6 v 0 6 UM z0 0 C6(0 LU, w zW �V) Z , W 0 �; Z W 0 Z L) 2 ,o O� mo II 'a i le HWY TROPHY CLUB o DATE DESCRIPTION o CRE`' ° 0 BOB JAMES Medlin CHECKED BY: DATE: MEgID Cemetery Golf �� Y R�SN� `��N TROPHY ti Course r FAl q SEMINOLE �� oQ v 04 i �P Q G q F FRESH w1f,0 MEAD N m a 0 o 114 v° °ti u a ww a z X W INVERNESS Q WESTLAKE rn INVERNE N � 0 U) KING a 'ITE 114 0 of T g�� So ANA O nor DOVE ROAD C3S �9 0 �ooa x N VICINITY MAP (NOT TO SCALE) � o AWp0gRA \ ` STATE WY 114 \ -yam 7O DRILL B ZONE �- r\\� O \ \ ARRAGONq D \ \ ,� \� ` \ \ AjFyh'Y Horizontal Scale: N.T.S. I � C ITE .10 rH u J GRANADA IC �i LEGEND BLOCK NAME Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering • Development • Co- W Q LU W Q < C/)Q LU U > z Z) Z z w0 J w Uz Q <W rnQ �Q U QN I---- 0,- W U J �Y C� w Q w m W U) Z w ^� p cvILL 0 Z 0 Q Z U Fy _j 0 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN r FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 c WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 \o !!CAUTION ! ! Contractor to Verify exact location o & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! 1 \ CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION I �' Sheet No. KEY MAP C2 REVISIONS REV NO.1 DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. KEY MAP C2 CT E N LO i 0 N 0 N 0 Z 0 Um Z 0 0 U C6U) w� Lu Zw ON Zi Lu >- Z 0� 0 Z �o CO 6 q 0I / I \ \ 1 \ / \ J o HARDSCAPE / I AREA BETWEEN / o CURB AND C:: SCREEN WALL / SCREEN WALL SEE RENDERINGS /FOR DETAIL / j O 7 C) LS SCREENED / I / TRANSFORMER / C) I 30' HARDSCAPE O • / / oAREA BETWEEN / n / CURB AND O 3 SIDEWALKAll C) 0 % �Ql / L INSTALL 6'x2" O� DOUBLE GRATE 0FRICE o INLET v 3,600 SF O3 FE=671.00 LS • - Cl? - 17 -7 l27 L3 i DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Framers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 WESTLAKE ENTRADA Vol .-------- Pg. P.R.T.C.T. TROPHY CLUB ot PROPOSED FIRE HYDRANT SSMH o Direction MANHOLE L1 cRE�'0 UBOB JAMES Medlin Cemetery 123.21 MEAD Golf y Y g�R�5N5�� SV 2 0-0 F Course � A/* SEMINOLE J J o TRppHY FF 9 O apo GF FRESH MEADO`N M < m �' o b Q 114 °° oy r w z 30.00"W 10.09 L5 INVERNESS a x I 30.00"E 48.72 L6 ,w( Q 00' 00.00"W 205.47 L9 WESTLAKE 00' INVERNE 105.64 L10 S45` -� o 105.09 L11 S29` 49' 23.58"E 4.96 L12 KING 52' 33.39"E IT 114 L13 o 55' 30.00"E 8.45 0 N S79° 55' 30.00"E a SOLANA 0 I0 ON DOVE ROAD U J (.D q ��sp W 9 o Z Q food x � O U) W Z W DO VICINITY MAP (NOT TO SCALE) #000"'I Horizontal Scale: 1" = 20' 0' 20' 40' OVERALL LEGEND FHS LINE TABLE PROPOSED FIRE HYDRANT SSMH PROPOSED SANITARY Direction MANHOLE L1 PROPOSED STORM INLET Q -p PROPOSED STREET LIGHT 123.21 EXISTING TRANSFORMER LS PROPOSED LANDSCAPE 0-0 EXISTING STREET LIGHT © EXISTING GAS METER ❑E EXISTING ELECTRIC MANHOLE 15.09 EXISTING SIGN / • FHS EXISTING FIRE HYDRANT NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED TBM1 - "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 - "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 OWNER SURVEYOR/ENGINEER MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. SOLANA LAND L.P. = 500 West 7th St., Suite 1800, Fort Worth, TX 76102 9 Village Circle, Suite 500 TBPE Registration No. F-1046 Roanoke, Texas 76262 Copyright 2015 CURVE TABLE LINE TABLE Radius Line # Chord Bearing Direction Length L1 N45° 04' 30.00"E 123.21 L2 N29° 55' 30.00"W 67.37 L3 N20° 04' 30.00"E 15.09 L4 N14* 55' 30.00"W 10.09 L5 N1 5* 04' 30.00"E 48.72 L6 N90° 00' 00.00"W 205.47 L9 SO* 00' 00.00"E 105.64 L10 S45` 00' 00.00"E 105.09 L11 S29` 49' 23.58"E 4.96 L12 S2° 52' 33.39"E 4.03 L13 S79` 55' 30.00"E 8.45 L14 S79° 55' 30.00"E 5.04 I0 CURVE TABLE Curve # Length Radius Delta Chord Bearing Chord Length C11 25.46 54.00 27.02 N31* 34' 00"E 25.23 C2 39.27 30.00 75.00 N7° 34' 30"E 36.53 C3 47.12 54.00 50.00 N4° 55' 30"W 45.64 C4 53.76 88.00 35.00 N2° 34' 30"E 52.92 C5 84.82 162.00 30.00 NO* 04' 30"E 83.86 C6 2.57 212.00 0.70 N15* 25' 22"E 2.57 C9 5.24 30.00 10.00 S5° 00' 00"W 5.23 C 11 88.64 54.00 94.05 S2` 01' 26"W 79.02 C12 15.21 32.50 26.81 S16* 1 6' 55"E 15.07 C13 23.53 17.50 77.05 S41* 24' 02"E 21.80 , F3 iiiii Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 - MOORELAND Engineering* D,evolopmont + Cr REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. SITE PLAN C3 W cn 0 W X U) Q W O 0 I- U 0� Q F- z Z �O W U Z J W Uz Q Q Z W W pE I0 U J (.D W W Z Q Q a. O U) W Z W DO W °° W OLL I-- � � � O Z W - 3: U O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. SITE PLAN C3 is s �- �- �- I I i — I I � I I I I r I I I I I i a WESTLAKE 20 15 148 1 6.25.20 15 ENTRADA C E N T U R I O N A M E R I C A N mx� NATURAL STONE VENEER NATURAL STOP NATURAL ST( SOLID WO WITH CUSTOM WROUGHT IRON WEATHERVANE NATURAL STONE ARCH LARGE STONE TOOTTHING AT CORNER ASSEMBLIES CERAMIC TILE 1 PAINTED ADDRESS TILE ONE PIECE NATE CARVED STONE `PRIMROSE' LOGO CUSTOM WROUGHT IRON GRILLE NATURAL STONE VENEER CLAY MISSION TILE ROOF C EjED= Emmmmillsommoll ........�m "mm ■rrr�L�rTr■ �I1,It0 PREFINISHED ALUM /WOOD DOOR ONE PIECE NATURAL STONE SILL ` PREFINISHED ALUM 1 WOOD WINDOW PAINTED WOOD BOARD 1 BATTEN SHUTTER WROUGHT IRON LIGHT FIXTURE HAND TROWELED STUCCO CLAY MISSION TILE ROOF F�] room r • ••• ••• m .. 1■ ■� .:..� rrr �wii�l ■■ �� iF111 r� �� �■ ■■ i1 �� �� n �� ■■ oI ■rr■ �■ ��� ...moor �r rr iirrr �■ ■�� .. ■ � i�■iii�i i ■■ a �� �� �� �� iii ■■ i� ■■ ■ logo i ■■ IN �� �� ■■ ■MEN ■ ■ ■ ■■ ■ I� �� ���� ■ ■■ ■ �� �t III IN �� ��� ■ ■■ ■ ■ I I our ... ... ■x■ NI � ■ moor .... .... .... ...._ .r..IN 11mmi DECORATIVE NICHE NATURAL STONE SILL PREFINISHED ALUM 1 WOOD DOOR TERRA COTTA SILL PREFINISHED ALUM /WOOD WINDOW PAINTED WOOD BOARD 1 BATTEN SHUTTER LARGE STONE TOOTHING AT DOOR /WINDOW JAMBS ON I _ off CLAY MISSION TILE ROOF PREFINISHED ALUM /WOOD DOOR PAINTED WOOD BOARD 1 BATTEN SHUTTER ONE PIECE NATURAL STONE SILL ON 1.019 EAST ELEVATION SCALE: IIS"= I'-0" "� ' ' ' �"� �' `' �" •� "' ..� "'' �� 1 1\LI 11 V 1 JI 1 46./ lILV 1 1 1 T T %I!%-.? L.J L.If %1J t/ I% WESTLAKE 20 15 148 10.26.2015 ON ENTRADA If_0ff ! 1 CENTURION AMERICAN -#A 6"x4"x1/2" 5TL. PLATE GROUT PIPE 25'-0" H16H ALUMINUM FLAG POLE WELDED ALL AROUND SOLID (OVERALL HEIGHT MAY TO HINGE COLLAR HINGE COLLAR W/ GHAN(5E PER LOCAL 2 P R JAMB INCAS GEN. NOTE�J" 12"'xI2"xI/4" 1.) 6"DIA STEEL P05T5 SHALL BE SET 6U55ET PLATE AT EA. CORNE A MINIMUM OF 36" INTO CONCRETE. _ 2.) STONE COLOR TO MATCH THE STONE /4"d) BO ON THE BUILDING, U.N.O. 5TL. COLLAR WELD 3) PAINT DUMPSTER GATE, P05T, HINGES 2"x2"xl/4" 5TL. ALL AROUND TO P05T AND AGCE554RIE5 TO MATCH ANGLE FRAME LANTANA STUCCO COLOR OHME DETAIL COLLAR y a 5GALE: I/2"=I'-4" A�.I Q ro 0❑ E] E] EE c v ❑ ❑ a E 31-211 (2) 6'"DIA POSTS W/ 3,_21 ❑ 18" DIA. x 36" DEEP FOOTING ❑ FOR DUMPSTER STOP 6" GONG SLAB #5 REBAR IN GROUT 0 FILLED CELL AT 32" O.C. CONFIRM REQUIRED IN51DE VERT. (TYP.). .: :..:...::.. DIMENSIONS WITH WA5TE MANAGE- ❑NT; MEGU5TOMER SERVICE o q72-315-5400 [Ell I"DIA. x 2"L 6ALV. PIPE GATE POST: EMBEDDED IN GONG. ❑ :L fi" DIA. STEEL PIPE, WITH 18" FOR FOOT13OLT DIA. x 48" DEEP FOOTING. AT BOTH OPEN i ❑ =° CLOSED P051TION5 ❑ _<, CLEAR WHEN OP N } ❑ = OVERHANG OF °h SILL ABOVE 1'-5" i w ME I ML DIL/1114L? - 7CC NOTE #3 ABOVE STONE VENEER --i 4 2"x2"0/I6" 5TL ANGLE FRAME ALL 51EE5 GANEBOLT AT EACH GATE 0IREAR ELEVATION (SIDE ELEVATIONS ARE SIMILAR) DUMP5TER PLAN $ ELEVATION GONG. 5LAB 31b"=1 '-0" 1b"=11_0" TOP OF PAVEMENT 2"x2"xl/4" 5TL. ANGLE FRAME 3/4"CP BOLT EDGE OF 2 x STEEL FRAME 4"x24"A/4" PLATE BOLTED TO FRAME 4 FENCE 24" x 5" CANE BOLT 1/2" DIA. BOTTOM OF CANE BOLT PLATE I'" BELOW BOTTOM OF GATE FRAME 5/4" DIA. x I" DP. RECESS IN PAVEMENT FOR CANE BOLT AT CLOSED 4 GO DG. OPEN POSITIONS CANE BOLT (1 PER GATE 7" DIA. EXTRA STRONG PIPE 1 HINGE & STOP 4" FACTORY FINISHED RIBBED METAL 510ING - DARK BRONZE 41. Ali) HINGE COLLAR YV/ COLUMN 6REASE FITTINGS I GATE HINGE DETAIL 2 PER JAMB 3/8" HOLE FOR THRU BOLT 3/8"± 21PX2"X1 /4" _ L FRAME � m N I'I 8 " 4-1/2"X3"X1/4" r PLATE, WELDED-- C"j ap r TO 2"L FRAME 4-1/2" ! m 1/4" THICKJ7 NOTE: MOUNT 48" ABOVE FINISHED PLATE, PAINTED GRADE TO TOP OF PLATE (�) SWING LATCH (�) STOP PLATE (3 HARDNARE DETAILS N.T.S. PS -Ms 14 ENCLOSURE WILL BE MODIFIED AS REQUIRED TO COMPLY WITH ENCLOSURE SECTION IN THE APPROVED DESIGN GUIDELINES RIGHT SIDE ELEVATION PRECAST CONCRETE OR SOLID CAST TOP MOTE: PAINT INTERIOR SIDE OF G.M.U. TO MATCH 5TU6GO COLOR #5 GONT. REBAR IN 1 GROUT FILLED COURSE S" GMU W/ #5 REBAR a 32" 0,G. - VERT. GROUT FILLED CELL. 6" DIA. STEEL POST BOLLARD WITH CONCRETE GAP. rn ROWELS TO MATCH 51ZE 4 5PAGIN6 OF WALL REINF. LAP 5PLIGE 46 BAR DIA. MIN. 6" 3000 PSI GONG ON GRANULAR BASE W/ #4 BOLLARD FOOTING: — IS" DIA, x 36" DEEP 0 DUMPSTER SECTION SIMPSON A-21 OR METAL BRACKET, HOLDING CAPACITY 5 LB5./LF or MIN. 22 6A. MTL. SUPPORT �5TONE VENEER IN MORTAR 5ETTING BED ON SCRATCH GOAT WITH 6ALV METAL LATH >-FINISH GRADE TYP. GRADE BEAM REINFORGIN6 6 - #5 DONT (3 TOP 4 3 BOT) w/ #3 STIRRUPS @ 24"o.c. 4 SIDES MOUND CONCRETE GROWN. "V x T LONG STD. STEEL IPE FILL W/GONGRETE AINT (PER FINISH SCHEDULE) N. GRADE OR TOP OF 'kVEMENT. ONG. FOOTING 4" DIA. GALV. MACHINE ULT 10" LONG. 3T DETAIL J^ 11= I 1-Of1 1z ALUMINUM CLEAT 25'-0" H16H ALUMINUM FLAG POLE (OVERALL HEIGHT MAY GHAN(5E PER LOCAL .JURISDICTION REQUIREMENTS) z 3'-0" +/- MAX. B FLAG LIGHT FIXTURE TO BE DETERMINED TO a" Lu COMPLY WITH WESTLAKE CC) GUIDELINES �- 4n w ALUMINUM FLAB - x Q COLLAR y a Q a a E - 4- d ::::" NOTE= FLAG POLE FOOTING IF CHILDREN WILL BE ALLOWED TO RAISE CONSTRUCTION PER THE AND LOWER THE FLAG, THE CLEAT HEIGHT FLAG POLE VENDOR MUST BE SET TO AN A6GE55IBLE REACH INSTALLATION DRAWINGS. HEIGHT OF 48" A.F.F. FLAG POLE AND LJGHTING WILL COMPLY WITH TOWN OF WESTLAKE GUIDELINES FLAG POLE DETAIL,'�D 11rIRp CS�CHOOV5 CL 4 o LO [ L co x cb � LOLL c .CO <�0)-3 Q1 QXw-TE " a0ofLqLco'� gym©^co m co N ® u- -c ca C7 Site: PRIMROSE 50HOOL of LANTANA FM 407 - JUSTIN ROAD LANTANA, TX Building Type: 2014 TX -L Drawing Title: SITE DETAILS Date: Orn: MDP ll/ -7/2014 C kd : MDP Drawing Number: ATI Revi5ion5: ZL2/l/2015 CONSTRUCTION SET o� L m 6�s � 0 L v c c E Lc 0 CrNs2-Li E 0 0 C6 .d) moa-9o� OSI O,L-u t > U O n T°LU-1:� �, CL6 F axitK��i L v ci Q CL E E i5 u Q - o 'O -21 �Q L < m < ") 11 Ii 11rIRp CS�CHOOV5 CL 4 o LO [ L co x cb � LOLL c .CO <�0)-3 Q1 QXw-TE " a0ofLqLco'� gym©^co m co N ® u- -c ca C7 Site: PRIMROSE 50HOOL of LANTANA FM 407 - JUSTIN ROAD LANTANA, TX Building Type: 2014 TX -L Drawing Title: SITE DETAILS Date: Orn: MDP ll/ -7/2014 C kd : MDP Drawing Number: ATI Revi5ion5: ZL2/l/2015 CONSTRUCTION SET N. :• N N: • 12, J\ d d ° d ° d / J d ° / d ° \4 ° d J PLANT LIST COMMON NAME BOTANICAL NAME SIZE �/�} t D existing tree see tree survey for species & size 0 Oklahoma redbud Cercis canadensis 'Oklahoma' 6'-8' hgt. desert willow Chilopsis linearis 6'-8' hgt. 0 Italian cypress Cupressus sempervirens 8'-10' hgt. Opossumhow holly Ilex decidua 6'-8' hgt. 0 yaupon holly Ilex vomitoria 6'-8' hgt.;3 stems V� eastern red cedar Juniperus virginiana 10'-12' hgt. wax myrtle Myrica cerifera 6'-8' hgt. /0 l Mission olive Olea europaea 'Mission' 6'-8' hgt. 0 loblolly pine Pinus toedo 10'-12' hgt. 0 chinquapin oak Quercus muehlenbergii 3„ caliper M ® live oak Quercus virginiana 3" caliper live oak -j� Quercus virginiana 6"-8" caliper; tree 1 s eciman P 0 lacebark elm Ulmus porvifolia sempervivens 3„ caliper vitex Vitex Angus—costus 6'-8' hgt. pink muhly grass Muhlenbergia capillaris 3 gal. lindheimer muhly grass Muhlenbergia lindheimeri 3 gal. Osalvia Salvia greggi 1 gal. ��DMexican feather grass Stipa tenuissama 1 gal. (D red yucca Hesperaloe parviflora 3 gal. (D trailing rosemary Rosemorinus officinalis 'Prostratus' 1 gal. 0 ceramic pot size varies ® Thunder Turf Available through Native American Sed buffalograss 82%; blue Company: 17%; grama grass curly mesquite 1% ��Dvineyard muscadine grape vineyard 5 gal. public art/public art & gathering area seating, plantings, & shade structures will be provided NIC as each area is developed & approved public bench — typ. NIC GENERAL NOTES ALL PLANTINGS SHOWN IN PAVED AREAS WILL HAVE PAVEMENT REMOVED AS NEEDED. MINIMUM SIZE FOR ANY PAVEMENT CUT OUTS WILL BE 4' BY 4'. ALL LAWN AREAS TO BE BERMUDAGRASS SOD. "KIDDIE" MULCH SHALL BE INSTALLED UNDER ALL PLAYGROUND EQUIPMENT. NORTH Date: 11-18-15 Scale: 1" = 20'-0" Project No.: Drawn by: SO Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. zi Sheet No. PRIMROSE PD LANDSCAPE PLAN L� 1 _____j U co 1 z W O M �..L C/) M • O 1 4-0 L O V • T— W Date: 11-18-15 Scale: 1" = 20'-0" Project No.: Drawn by: SO Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. zi Sheet No. PRIMROSE PD LANDSCAPE PLAN L� 1 _____j FINISHED GRADE NIVEL FINAL DESPUES DE RASTRILLAR ("REQUEAR') ROOT BALL - PLANT 2" HIGHER THAN FINISHED GRADE; REMOVE BURLAP AND WIRE 1/3 THE DEPTH OF THE ROOT BALL BOLA DE LA RAIZ - DEBE QUEDAR 2" MAS ALTA QUES EL NIVEL FINAL, REMUEVA LA LONA 1/3 B&B OR CONTAINER TRANSPLANTED TREE/ TREE PLANTING DETAIL NO SCALE/ NO ESCALA REINFORCED RUBBER HOSE AT TRUNK MANGUERA DE PLASTII EN EL TRONCO 14 GA. WIRE TWISTED; OR CINCH TIE ALAMBRE CALIBRE 14 RETORCIDO O SINCHO ESTIRADO TIGHTENING STICK OR TURNBUCKLE ESTACA PARA APRETA VARILLA GIRATORIA (3) 2"x2" WOOD OR METAL STAKES AT 120 DEGREES AROUND (3) BARROTES 2" X 2" O ESTACAS DE METAL A 120 GRAD( ALREDEDOR DEL ARBC 3" HARDWOOD MULCH 3" PAJA O PAJOTE BACKFILL PER NOTES RELLENAR SEGUN INDICACIONES EXISTING SUBGRADE SUBSUELO EXISTENTE O I. I, NATURAL 2 X DIAMETER OF ROOTBALL 2 VECES EL DIAMETRO DE LA BOLA DE RAIZ BOLA DE RAIZ CON ARPILLERA O LONA O EN SU CONTENEDOR REINFORCED RUBBER HOSE AT TRUNK MANGUERA DE PLASTICO EN EL TRONCO 14 GA. WIRE TWISTED; OR CINCH TIE ALAMBRE CALIBRE 14 RETORCIDO O SINCHO ESTIRADO TIGHTENING STICK OR TURNBUCKLE ESTACA PARA APRETAR C VARILLA GIRATORIA O k(3) 2"x2" WOOD OR Q METAL STAKES AT g 120 DEGREES AROUND TR (3) BARROTES 2" X 2" O ESTACAS DE METAL A 120 GRADOS ALREDEDOR DEL ARBOL B&B OR CONTAINER TRANSPLANTED TREE ARBOL TRANSPLANTADO EN SU CONTENEDOR O BOLA DE RAIZ CON ARPILLERA O LONA STAKING DETAILS/DETALLE PARA ESTACANDO NO SCALE/ SIN ESCALA SET TOP OF ROOT BALL 1" ABOVE FINISH GRADE COLOCA LA BOLA DE RAIZ 11' ARRIBA DEL NIVEL FINAL FINISH GRADE �- NIVEL FINAL 12" MIN. B & B PLANT LONA Y BOLA DE RAIZ DE LA PLANTA SPACE PLANTS PER PLAN ESPACIO ENTRE PLANTAS SEGUN PLANO •�� ,,,�% 12" MIN. EXCAVATE HOLE 12" BEYOND OUTER ROW OF PLANT MATERIAL ROOT SYSTEM. EXCAVAR 12" FUERA DE LA LINEA DE LA BOLA DE RAIZ DEL MATERIAL A PLANTAR 2" DEPTH OF MULCH 2" DE PAJA O PAJOTE (MULCH) PREPARE PLANTING BED WITH 2" OF A 50/50 MIXTURE OF EXPANDED SHALE & COMPOST PREPARAR CAMA PARA PLANTACION RELLENAR SEGUN ESPECIFICACIONES CONTAINER PLANT PLANTA DEL CONTENEDOR COMPACT SOIL BELOW ROOT BALLS IN 6" LIFTS, USING WATER & HAND TAMPING. DEJAR 6" DE TIERRA PREPARADA BAJO LA NOTE: DIG ONE CONTINUOUS HOLE FOR EACH SHRUB MASSING. BOLA DE RAIZ; COMPACTARLA USANDO TEST EACH HOLE FOR PERCOLATION RATE BEFORE INSTALLING AGUA YCOMPACTADOR DE MANO BACKFILL & PLANT MATERIAL. NOTIFY OWNER OF RESULTS BEFORE CONTINUING WORK. NOTA: HAGA UN POZP CONTINUO PARA CADA ARBUSTO O PLANTA. COMPRUEBE EL RANGO DE TRANSMINACION ANTES DE RELLENAR Y PLANTAR EL MATERIAL. NOTIFIQUE AL PROPEIRTARIO DE LOS RESUL TADOS ANTES DE SEGUIR TRABAJANDO. SHRUB BED PREPARATION & SHRUB PLANTING/ PREPARA CION PARA CAMA DE PLANTAS Y PLANTA CION DE ARBUSTOS O PLANTAS NO SCALE/SIN ESCALA C i SOLO iQ: iog MECHANICALTRANSPLANTED TREE ARBOL TRANSPLANTADO DE MAQUINAL 2'x2' METAL ST 3'-0' ON CENTEf 6'-0' MINIMUM ❑ 1 MINA SEE PLANS FOR SPACING ¢ z VER PLANOS PARA ESPACIO ENTRE PLANTAS U 1" CCL OMPOST OR MULCH d } (NO WEED CLOTH) ~ 1" DE ABONO O PAJA(NO TELA 0U' p PARA HIERBA MALA) FINISHED LAWN W/ EDGING j z PER DETAIL OR HARD SURFACE W/OUT EDGING a } CESPED TERMINADO CON BORDE ? In >_ SEGUN DETALLES O SUPERFICIE DURA (BANQUETA, MADERA, ETC.) OLU O \AIN. 4" TILLED DEPTH -ALL BEDS MTH 2" OF A 50/50 MIXTURE OF EXPANDED SHALE & COMPOST WINIMO REVOLVER O TRILLAR TODAS LAS -AMAS A 4" DE PROFUNDIDAD CON ABONO O ENMIENDAS SEGUN ESPECIFICACIONES �2 EXISTING SOIL SUELO O TIERRA EXISTENTE TYPICAL GROUNDCOVER PLANTING ��:��: (TRIANGULAR SPACING) TIPICA PLANTACEAN DE CUBIERTA DE TERRENO (ESPACIAMINETO TRIANGULAR) NO SCALE/SIN ESCALA TREE PR❑TECTI❑N DETAIL NO SCALE CONSTRUCTION FENCINGI EITHER ORANGE VINYL OR CHAIN LINK 1/2 O.C. 112 DISTANCIA SPACING DEL CENTRO O O EQUAL/ IGUAL F - g ¢ O O.C. SPACING 0 z U TYP. U Q -. t Q as �W EQUIVALENTE O IGUAL 0 W DISTANCIA DEL CENTRO UJ W O W X W U J N ti O A FIRST ROW/ PRIMERA LINEA HARD SURFACE OR LAWN SUPERFICIE DURA O CESPED V AREA INSIDE CONSTRUCTION FENCING SHALL NOT BE DISTURBED OR HAVE ANY ACTIVITY OCCUR, IE, GRADING, STAGING OF MATERIALS, PARKING, ETC, Irrigation Notes and Specifications • Contractor shall provide an irrigation plan showing locations, equipment, and piping with sizes and hydraulic calculations. The maximum flow velocity for all pipe in the system is 5 feet/second. • Comply with all requirements of utility supplying water for backflow prevention and backsiphonage. • Comply with all requirements of the State of Texas for irrigation systems. • Verify the static pressure of the supply piping is the same as the design pressure listed on the drawing. • Provide installation of the approved irrigation plan per the following guidelines: Install pipe in accordance with manufacturer's instructions. All 3 -inch and 4 -inch pipe shall be trenched into place. Circuit piping and 2 -inch and smaller pressure piping may be installed by trenching or using a vibratory plow. Thrust blocks and gasketed fittings are required for all piping 3 inch and larger. Copper Tube: Type L water tube, annealed and drawn tempers, with plain ends. o Polyvinyl Chloride (PVC) Plastic Pipe will be Schedule 40 or SDR21, Class 200. o Flexible Polyethylene (PE) Pipe may only be used for pipe sizes 1 W and smaller. o Provide 18 inches cover over top of buried pressure piping; 12 inches cover over circuit piping; and 24 inches cover over sleeves. Install any piping under sidewalks and paving in sleeves. Flush dirt and debris from piping before installing sprinklers and other devices. o Install other equipment per included details. All equipment shall match existing unless otherwise approved by Owner. EEE All wire shall be Type UF, No. 14 AWG minimum, solid copper conductor, insulated cable. All wire splices shall be in water tight direct bury spice kits, located in a round 10" valve box. The top six (6) inches of trench backfill shall be topsoil with all rocks, sod, and sticks removed. Dress all areas to surrounding finish grades. Remove waste material, resulting from Contractor's operations and activities, daily from site. Protect the public, visitors, workers, adjacent properties, surfaces, and surrounding areas to preclude harm during work of this project. • Protect unfinished work when stopping for the day. • Perform operational testing after installation is completed, backfill is in place, and sprinklers are adjusted to final position. General Notes and Specifications 1. The landscape contractor is responsible for providing all materials, labor, and equipment to complete all landscaping work in strict accordance with the planting plan, plant list, and all items described in these specifications unless otherwise noted. This includes but is not limited to fertilizer, mulch, stakes, ties, guy wires, cables, and all other necessary equipment to complete this work. 2. The landscape contractor must supply all plants as specified, in the sizes and quantities listed on the plans. 3. Substitutions to any of the work, materials, or equipment may not be made without permission of the Landscape e Architect. P 4. Landscape contractor and/or irrigation contractor shall verify existing conditions on site. Any problems or discrepancies from the plans or specifications should be reported to the Landscape Architect. 5. Landscape contractor shall comply with all applicable federal.state.county, and local regulations governing landscape materials and work. 6. Plant material shall conform to local nursery and industry standards. All plant material will have good structure and shape when planted and be free from pests or damage. All trees will have a strong, well developed, uncut central leader. Any branches broken in handling and planting will be removed using proper pruning techniques. 7. Landscape contractor will restore disturbed finish grades to original condition. 8. Landsape contractor will confirm operation and coverage of new irrigation system in all planting areas. Warranty 9. Landscape contractor assumes all liability and replacement requirements of materials that are damaged, stolen, or misplaced on the job site prior to acceptance of work. 10. All plants will be warranted for a period of one (1) year from the date of final accepatance. Owner will be responsible for proper maintenance of plants after final acceptance. During warranty period, dead and unsightly plant material will be removed immediately. Only one replacement per plant will be done. If the time of year or weather is not conducive to planting, the plant will be replaced when conditions are suitable. Warranty excludes damages caused by vandalism, freeze, drought, insect infestation, or other acts of God. Special equipment required for replacement plants due to access problems are not to be included in the basic project costs. This is a negotiated item at the time of replacement only. Soil Preparation 11. Planting areas should be backfilled with 75% existing soil and 25% soil amendments. Soil amendments will be 50% organic compost and 50% expanded shale. 12. All planting areas will be raked to final grade and lightly compacted by watering. Lawn areas should be raked again and rolled before installing seed/sod. 13. Landscape contractor shall insure that the proper drainage exists in all planting areas. Plantings 14. Where possible on site, tree pits will be dug a minimum of 12" wider but no deeper than the root ball of the tree to be planted per detail. Install tree ring and mulch with 3" of shredded hardwood bark mulch in lawn areas. Mulch will be kept 3" away from the tree trunk. 15. Loosen and fine rake areas to break up lumps and produce a smooth, even gradient free of unsightly variations, ridges, or depressions. Ponding of water in finished areas will not be permitted. Remove from site all stones, rock, and debris one (1) inch or larger. Final grading is subject to critical owner review only after repeated watering or rains to insure settlement has not adversely affected drainage patterns. 16. Shrub plantings will be installed as shown on the planting plan and detail. Verify planting areas have been provided as indicated on the plan. Remove all surface rock or debris deposited by previous work operations or excavations performed to create bed. Beds will be mulched with 2" of shredded hardwood mulch. 17. All plant material will be deep watered upon planting and soil tamped around root ball to remove any air pockets. Lawn Installation 18. All areas not shown to have shrub plantings will have common bermudagrass seed installed. Soil will be tilled to 2" deep, raked level, have any rocks, sticks, or debris over 1 " diameter removed, and rolled lightly. Area will be watered thoroughly and kept consistently moist until seed germinates. Clean—up 19. Remove all debris generated by work operations from the site daily. 20. All paved areas will be cleaned daily by washing and sweeping. Remove tire markings and oil drips from all surfaces. 22. All planting areas will be in a raked level condition, free of debris and paved surfaces will be in a broom clean condition ready for final acceptance by owner. W E (DU C: O U � 1.110 U D ' O .) _ .(D Date: 11-18-15 Scale: NTS Project No.: Drawn by: SO Approved: Revised: THESE PLANS ARE ISSUED FOR PRELIMINARY REVIEW AND ARE NOT FOR CONSTRUCTION. FINAL PLANS WILL BE SIGNED & SEALED. Sheet No. PRIMROSE PD DETAIL SHEET 0 E CL N I L0 0 N 0 N 0 Z 0 U Uj z0 U ai U) w wi zH 31 zi Lu Z �_j ON z mo GENERAL NOTES 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE CONSTRUCTION. 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 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 ADJUSTMENTS AND / OR RELOCATIONS. 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 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 ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 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 APPROVAL OF THE PROJECT. 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER. 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 1-800-344-8377 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON PROJECT. 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN JULY 2014.. 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 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 SHALL INCLUDE, BUT NOT BE LIMITED TO, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. 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. 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL MUNICIPALITY. 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. TOWN OF WESTLAKE GENERAL NOTES 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. WATER NOTES: 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CONSTRUCTION. 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA -LUG). USE DOMESTIC DUCTILE IRON FITTINGS ONLY. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL 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 ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. 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 USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 48". 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. 13. WATER MAINS TO BE LOCATED PER THE PLANS. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION INSPECTOR. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE -ON -SIZE TAPS ALLOWED. 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. SANITARY SEWER NOTES: 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING CONSTRUCTION. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. 7. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. 8. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. 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 DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. 11. NO SERVICES ALLOWED ON CLEANOUT STACK. 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE DURING CONSTRUCTION. 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION. 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR -35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR -26 IF DEPTH OF LINE IS GREATER THAN 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). STORM DRAIN NOTES: 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. 2. NO PRECAST CURB INLETS. 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18" AND ABOVE IN DIAMETER AND SDR -35 POLYVINYL CHLORIDE (PVC) PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. GRADING NOTES: 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PAVING NOTES: 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL MUNICIPALITY. 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT CONCRETE AND/OR ASPHALT EDGES. 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT NO. MS15349OR2 PREPARED BY EWI AND DATED SEPTEMBER, 2015 TROPHY CLUBcn o DESCRIPTION U) o J `O Q Q ��w//) v < W C5 BOB JAMES Medlin Cemetery CHECKED BY: Golf MEA00� 2 Y gER SE( G�J� 5v� �OpHY Course r FA1 SEMINOLE 9� J 00 _ U p� 09 �� �Q O Vl((gGY Jx = �� F FRESHMEADOl1 ma m 0 N e z 114 G� of r 3G �u� L, z d x J W w U z INVERNESS Q Q O Q <a s N WESTLAKE U n INVERNE Ur W p O ^ N -� Q � o LU W 00 W U)N V) > W O KING 0 0 114 0 OQ L -J O a SOLANA 0 nor DOVE ROAD oto nijJ �9 0 C �� �D0 fU/1 VICINITY MAP (NOT TO SCALE) OVERALL LEGEND FH 4- SSMH • PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED STORM INLET PROPOSED STREET LIGHT EXISTING TRANSFORMER EXISTING STREET LIGHT EXISTING GAS METER EXISTING ELECTRIC MANHOLE EXISTING SIGN EXISTING FIRE HYDRANT Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 a www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineerong . 0t elopmcnt • Construct LU EVISIONS EV NO. DATE DESCRIPTION U) Q Q ��w//) v < W U O CHECKED BY: DATE: W ,= N�N Z z z wo J w U z 0- W LU Q O Q N la - U J Ur W p O ^ zY Q LU W 00 W U)N > W O LL OQ z -J O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 H CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. GENERAL NOTES r� EVISIONS EV NO. DATE DESCRIPTION f DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. GENERAL NOTES r� 17 0 a N I 0 N C N 0 Z 71 0 U Uj Z U C6U) wl Zw ON ZI Lu Qz 0 a 06 Z �o °% ma TROPHY CLUB o o J 0 J 0 W CRE�'���0�� UBOB JAMES Medlin Cemetery MEAD Golf y Y g�R�5N5�� G� SV 2 /Course AFayq SEMINOLE J J o u TRppHY FF9 O apo GF FRES20 MEAD m o �' Q 114 Z Q s 3G `r' �� INVERNESS a x I W \ Q z Z WESTLAKE W �n INVERNE Q -� o Z Z 0- W W Q p Q E KING ITE 114 o 0 U W N (_q LU Lu a SOLANA Z 0 Q�- Z nor DOVE ROAD C) w0 Lu °°W W U)> 9 o food x ILL E I-- V) VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 20' 0' 20' 40' EXISTING RETAINING WALL NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED o TBM1 — "El" Cut in median nose located 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. L S `Q Elev. 679.58 /j ra LOT o 5 ° o _ D g o TBM3 — "El" Cut in median nose at intersection of Davis Blvd. and Bear Way. BLOCK N Elev. 683.26 �`> \ O F F i D o D D D o ° / TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. / 3,600 SF IN/ Q and Dove Road. Elev. 648.47 C. FE=671.00 / LS \ � o PAVEMENT LEGEND / (SEE GEOTECHNICAL REPORT) CONCRETE PAVERS ABOVE 3/4" OF SAND � \ � AND 5.5" 3,600 PSI CONCRETE W/ #3 / BARS ON 18" O.C.E.W. ON 6" OF LIME/CEMENT TREATED STABILIZED SUBGRADE. SEE ARCH. PLANS FOR \ PAVERS TYPE AND LOCATION 6.5" 3,600 PSI CONCRETE W/ #3 BARS / @ 18" O.C.E.W. ON 6.5" OF LIME/CEMENT TREATED STABILIZED SUBGRADE. PROPOSED SIDEWALK 4" 3,500 PSI \� CONC. PAVEMENT W/ #3 BARS ® 24" O.C.E.W ON 6" STABILIZED SUBGRADE 9, F3 iiiii Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engine*renp , Development • Conztruct,cn THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. PAVING PLAN C5 W (n 0 W X U) Q LU U 0 Q F - z Z Z W O U Q W U Z Z 0- W W Q p Q E 0 U J (_q LU Lu 0 Z Q Q�- Z m C) w0 Lu °°W W U)> O ILL E I-- o W — Z 3: U O W � THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. PAVING PLAN C5 07 O CL r` N i 0 N 0 N 0 Z 3 a w N 0 af ILIL a of v U _o UM Z0 — U C w, w ZF F5 V) Z, Lu Z 06 N Z " �o 01 a' M Ci / / / I I I / / / / I r / / / 1 / / / / / / / / i / / / / / / / / / / / / 0 ° / hoc:' / A4° /i /669 0.37 3.0 I o � G° s o _ r / \ / / � < — ----- o A5— a A60.171.3 t10000.04 0.3 1� - - -- — ---- --- .eiieses u6e�c®- - TROPHY CLUB o REV NO. DATE DESCRIPTION (n o o J O J CRE�'0�o G� 5 BOB JAMES Medlin MEA00) DRAWN BY: CHECKED BY: Cemetery U Golf y Course Y J J o SUN TROPHY 2 � FAIL SEMINOLE vF (< qY v 2 M G Q 9 �P Uj T�GOtiGr FRESH MEADO N ma m Z 1 N Q 114 Goo W a x �G N �� �, W z INVERNESS �m:1 O Q Q \ 2 Z I J WESTLAKE w INVERNE W rn Q U -A o N C /) J cD Y KING a ITE 114 wa 0 m X 0 9� W > > a SOLANA O 0 LL � DOVE ROAD CiS� — O o �giTF` Z LAA U y�0 x O F_ VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 30' 0' 30' 6 0' NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 DRAINAGE AREA BOUNDARY EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED SANITARY SEWER —DRAINAGE AREA NUMBER - 100—YR RUNOFF IN C.F.S. DRAINAGE AREA IN ACRES DRAINAGE FLOW DIRECTION STORM DRAIN INLET Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 -OORELAN D Engineering . Development • -Construtt,rn THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 H CAU TION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION W REV NO. DATE DESCRIPTION (n Q X DRAWN BY: CHECKED BY: DATE: U Q Q z Z z W O Q LU U z w W rn Q U ~ Q N C U J cD Y w O � wa Q m F 0 W > > W 3:N O LL � — O Z LAA U O F_ THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 H CAU TION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION Sheet No. PROPOSED DRAINAGE AREA MAP Mel REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. PROPOSED DRAINAGE AREA MAP Mel 0 N Co i LO0 N C N O Z 0 Um Z o 0 U C6U) of w, Lu ZLd ON Zi Lu Z Z � �o a' '�' CO 6 y I \ _ , TROPHY CLUB o o 6 7 %eo X100, \ \ — 669 \ \ \ \ \ / �° / ��� 6r°� / / / ��� cRE�� 0� �U BOB JAMES I _ 6,0 \ \ \ \ / / / ' �\g� Medlin MEA00� / /'� 5�Cemetery Golf y w Course < U SEMINOLE =� 4 --668— \ \ / c 66 _ 9 � \ \ \ \ ,/ / / // % 6// / ��°� / � ' ���9 God �00� Y FRESH MEAD 0 114 OW wa Z � � � �� • � � ' \ `S'A'G `r' �� INVERNESS '� I Y �� /1 `�_ �� I Q Brown & Gay Engineers, Inc. —667- _ _ / WESTLAKE 2595 Dallas Parkway, Suite 204 � INVERNE � y� // / o Frisco, TX 75034 / 1-01-016 666 —��5 / Cn Tel: 972-464-4800 • www.browngay.com I / ' / 1 TBPE Registration No. F-1046 0 I I / / / Contact: WIII Janney 0 T E114 Tel: 972-464-4835 O 1 Q o Copyright 2015 a SOLANA 7 TC665.12 TC664.82 r 663.74 .0 DOVE ROAD P�<s I /♦lb o <�F I I66 _ ooa / 663.97 co / Z I / T F F 0 7 \ �\t�� V TC665.52 ,,,TC665.55 \ I rn \ N I � I I TC666.38 661 �TC666.20 ---TC666.45 VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 20' 0' 20' 40' Y� NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS \ EXISTING FOR THIS PLAN SET. \ ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 1� _ o _� l CO ° r ° TC670.08 ' TC670.40 C TC668.75co �— \ TC670.30 / l �L 0 T9 ° 2669.49 8 �TC668.57 / SS BLOCK N 669 _ j/ ®PEKE \ TC669.19 G668.00 / / 3,600 S T670.09 F TC668.33 FE=671.00 TC670.09 ' � / 668 TC669.55 667 � \ \ \ \ / / 56 —/ 9.37 TC668.83f / \ / 6 5 7 _ / \ 65;, TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 LEGEND FHS PROPOSED FIRE HYDRANT SSMH PROPOSED SANITARY MANHOLE PROPOSED STORM INLET 650 - EXISTING CONTOUR LINE 650 PROPOSED CONTOUR LINE DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Davalop rnent • Co - g - REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. GRADING PLAN C7 W 0 W Q U) Q X LU O 0 � U Q F- Z o Z Z W U Q W Uz Q Q Z W W p E U ~ N < � U J LU LLI o Z Q Q 0- _j C) Lu Z W Co W m w 0 U) O N ILL I-- o Z LJ — 3: U O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. GRADING PLAN C7 or 0 CL0 N LO s N 0 N 0 Z 0 0 Uj Z0 0 of Of wi Lu ZLLJ ON Zi Lu >- Z 0642 Z 0 0 �o M 6 y pwww&-�*�U; i W �r 00000 - 46 TROPHY CLUB o t o 0 cRE�'���0�0 UBOB JAMES Medlin Cemetery MEADO Golf y Y g�R�5N5�� SV 2 Q Course � AlFayq SEMINOLE J J o R u TROPHY F� 9 O Tp0 GF FRESF/ MEAD O N ma M o Q 114 z Q INVERNESS a x I w L Q( z WESTLAKE �o- INVERNE Z �N a � o U Q W U KING Q ITE 114 0 W N Q Q Z a SOLANA W p �e 0 < nor DOVE ROAD , < E 9 0 � �F J (_q Lu food x � Z Q Q�- ss 4� VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 20' 0' 20' 40' NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET 1 TBM1 — "❑" Cut in median nose located - 700 feet southeast of intersection of Davis Blvd. and Dove Road. Elev. 668.96 TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Elev. 679.58 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 TBM4 — "❑" Cut in median nose located -600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 LEGEND # PROPOSED FIRE HYDRANT SSMH PROPOSED SANITARY 0 MANHOLE PROPOSED STORM INLET FDC,u. PROPOSED FIRE DEPARTMENT CHECK —W PROPOSED WATER LINE _SS PROPOSED SANITARY SEWER PROPOSED STORM SEWER FIRE COVERAGE Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engineering . Davalop rnent • Co•,• - REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. WATER, STORM, DUCTBANK & SEWER PLAN C8 W (n 0 W X U) Q Lu O o I— U Q F- z O Z Z W U Q W U Z Q Q Z W W p �e E < , < E U J (_q Lu Lu p Z Q Q�- C) LLI Z W m W m E0 > w 3:Z O N ILLz � � F. -o Z LJ — 3: U O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. WATER, STORM, DUCTBANK & SEWER PLAN C8 0 0- N N 0 N C N 0 Z 0 U Uj Z U (6- w� Lu ZLd ON Zi Lu Q Z 0 ots Z 0 0 �o �� co 6 r50' Min. Concrete Boulder Type Rip Rap, 4ExistingGrade t Runoff from Filter Fabric I ° � a D p \ ° a Roadway PROFILE 50' Min_ Transition to Roadway > . p ° s � ° s Radius (5' Min.) R.O.W PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE OF POT APART PBE I6 -V 10 FEE TO�L� ?��' �`°�'�� FOR ADDITIONAL STRENGTH \I / WITH COMPAC � FILTER FABRIC MATERIAL MUST 0Q BE ATTACHED TO A 6 -INCH RUNOFF (MAX.) MESH WIRE WHICH HAS BEEN FASTENED TO THE POSTS. � Z � o \ APPROXIMATE TRENCH h � � INSTALLING A FILTER FABRIC SILT FENCE i / / i / / 7 INSTALL STORM INLET _ PROTECTION _- - INSTALL STABILIZED / VICINIW MAP CONSTRUCTION ENTRANCE 6616C (NOT TO SCALE) I• 1� LEGEND 66 NSTAtL 2= SILT FENCE 7� /2 DOUBLE GR — — STORM INLET PROTECTION 7 ' o \ INLET 665 0/�D� STABILIZED CONSTRUCTION ENTRANCE ITi / % 665 6� 666 �6 O �� /�/ / / / ✓ \ \ FURNISH & INSTALL: / Q<v/ / / o / \ 667 693 LF OF \ SILT FENCING 66 rn TROPHY CLUB o o , 0 i ; ,;; % c~—iBOB JAMES Medlin Cemetery MEADO Golf y Y g�R�5N5�� G� SV 2 Q Course F Alga 4 SEMINOLE J J o u TROPHY F� 9 O VI�Cq Tp0 GF FRESF/ M -AD O N ma M �' Q 114v° oy r w Z Q INVERNESS a x I 4' 2 Ql� Lw( I Q 11" WESTLAKE SIDE VIEW INVERNE Z �'P -A o U Q W Uz KING ITE 114 o N 1 Q Z a SOLANA W p �e 0 < nor DOVE ROAD , < E 9 o J (.D Lu U food Zy Q Q C' J #11111111,000" Horizontal Scale: 1" = 20' / / / / ; / ' 66g o 03 0' 20' 40' i I rn C n / - Q ° C � 669 G� 1 i o / FURNISH & INSTALL: 693 LF OF SILT FENCING — rn rn X00 6" / LOTINSTALL 6'x2" � o C Q DOUBLE GRATE O / L a INLET O 66 ���L o � 9 0 /37600 �� � 1 _ o _:, CIV FE=671.00' — — C1 INSTALL STORM INLET =� PROTECTION 0 0 DEVELOPER NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS / EXISTING FOR THIS PLAN SET TBM1 — "❑" Cut in median nose located — 700 feet southeast of intersection of Davis 5 Blvd. and Dove Road. Elev. 668.96 i TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. / Elev. 679.58 TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. Elev. 683.26 / TBM4 — "❑" Cut in median nose located —600 feet east of intersection of Davis Blvd. and Dove Road. Elev. 648.47 Tnn /I CtA/ CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Framers Branch, Texas 75234 Contact: Michael Beaty Telephone: (214)-287-9009 ANY LENGTH PLUS 12" TO SEAL ENDS W U) , 0 i ; ,;; % U) Q X W O 0 I— U Q F - 11" SIDE VIEW END VIEW NOTES: 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. 2. FABRIC: GTF-400 9oz WOVEN MONOFILIMENT FABRIC SECURED WITH "J" CLIPS EVERY 8 INCHES. 3. GRAVEL BAGS: UV PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. ADVANTAGES: A) EASE OF INSTALLATION B) EASE OF MAINTENANCE C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS D) CAN BE REUSED HEAVY DUTY CURB INLET PROTECTOR OWNER MAGUIRE PARTNERS - SOLANA LAND L.P. 9 Village Circle, Suite 500 Roanoke, Texas 76262 SURVEYOR/ENGINEER Brown & Gay Engineers, Inc. 500 West 7th St., Suite 1800, Fort Worth, TX 76102 TBPE Registration No. F-1046 Copyright 2015 Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 MOORELAND Engln¢arinq . D*vsloprnent • Co-,-:. REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: UA TE: PROJECT NUMBER: Sheet No. EROSION CONTROL PLAN C9 W U) 0 W U) Q X W O 0 I— U Q F - Z o Z Z W U Q W Uz Q Q Z W W p �e E < , < E J (.D Lu U W0 Zy Q Q C' J — m ZZW m w> w > 3:0 N LL Z W — O U 0 THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 WILLIAM R. JANNEY, P.E. TEXAS REGISTRATION NO. 108663 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800-DIG-TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: UA TE: PROJECT NUMBER: Sheet No. EROSION CONTROL PLAN C9 0 a M N i LO0 N C N O Z 0 0 Uj Z U C6 U) wi Lu ZLLJ ON Zi LU Z 0� 0 Z °% ma LOT 5, BLOCK M3,600 SF FE=671.00 CONDUIT AND CONDUCTOR RUNS RUN NO. CONDUCTOR (FEET) CONDUIT (FEET) #$ BARE #$ XHHW-2 IN. PVC HDPE BORE 2 IN. PVC SCH 40 TRENCH 0 15 30 Medlin Cemetery 5 1 75 150 65 Course AlFayq SEMINOLE 2 25 50 Tp0 GF FRESH MEAD O N M< M 15 3 25 50 15 4 75 150 65 5 25 100 15 6 95 190 INVERNE 85 7 110 220 o 100 8 30 120 W 20 9 195 390 185 10 65 130 55 U 11 55 110 45 a TROPHY CLUB o t o 0 W CRE�'���0�� 0BOB JAMES Medlin Cemetery MEADO Golf y Y g�R�5N5�� G� SV 2 Course AlFayq SEMINOLE J J o u TROPHY F� 9 O Tp0 GF FRESH MEAD O N M< M o 4 Q 114 °° oy r w Z Q INVERNESS a x I LTJ Q z Z WESTLAKE W INVERNE Q �N -A o Z Z W W Q p Q E KING ITE 114 o U W N (.D LU LLI a SOLANA Z 0 Q�- Z nor DOVE ROAD C) W LLI m w W 9 o �0Oa x (U/1 C%4 LL I-- V) VICINITY MAP (NOT TO SCALE) Horizontal Scale: 1" = 20' 0' 20' 40' LEGEND PROPOSED LIGHT POLE PROPOSED TYPE A GROUND BOX WITH APRON PROPOSED CONDUIT TRANSFORMER (POWER SOURCE) SERVICE METER ILLUMINATED AREA (PHOTOMETRICS) ALL AREAS OUTSIDE OF SHAPES ARE 0 FOOTCANDLES, THE INNER SHAPE IS AT LEAST 0.2 FOOTCANDLES AND THE OUTER RING IS 0.1 FOOTCANDLES. NOTES: 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS EXISTING FOR THIS PLAN SET 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED Brown & Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 - MOORELAND Englneerinq . D*voloprnent • Co- g, - THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO.1 DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. LIGHTING & PHOTOMETRIC PLAN C10 W (n 0 W X U) Q LU U 0 Q F - z Z Z W O U Q W U Z Z W W Q p Q E U J0 (.D LU LLI 0 Z Q Q�- Z m C) W LLI m w W O C%4 LL I-- o W — Z 3: U O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION ! ! ! CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO.1 DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet No. LIGHTING & PHOTOMETRIC PLAN C10 07 E AL E AL 0 M N i 0 N 0 N 0 Z 0 U Um Zp U rn U) ori Lu Zw 0 N Zi Lu Z 0_j 0 Z c �o OY �, m 6 Brown &Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 a www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 nglne*rrng . D*volopmont • Co - Matrix u) CD W X U) Q W O 0 H U Q Z O Z z wv Q W U Z QQ Z W W o� U_ ~ N J C� W w p U zQ Q C' O U) W Z W m w> m W E 0 N > � E AOL N Alk Z)O I� I— O Z W — O U � O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet N o. FIXTURE DETAILS C11 Project Name; Type: Notes: order Matrix Number: ■ E. I ` ■ ■ I ,- ordering Matrix Environmental Lighting for Architecture, inc. Environmental Lighting for Architecture, Inc. Brookside -BRK 1 2 3 4 5 � 7 8 9 Fixture 1 Size f Mounting f optics J Ballast f Voltage ! Lens I Color ! Option BRK 1 18 1 PT ! HS 1 150P$MH ! 121) I FG f CY 1 -- BROOKSIDE 1. Fixture: BRK 2. Size 4t• The Br-nnl:sidr� is an eight -sided lantern with a traditional "gothic" , style, Sortable for pole, cross arm, wall, tit• pendant mounting . : r I conditions, the Brookside is the perfect specification far shopping � Matrix �: �s : Description: malls, decorative Street lighting, parking lots, government buildings, • Notes: Max Wattage 25DW : EPA: 2.6 site and walkway lighting, libraries, museums, churches, high-end ;weight; 4a lbs. 3. Mounting ; residential applications, and much more. ; � - Constructed of high grade cast aluminum and protected with a durable powder -coated finish the Brookside is built for the toughest Notes: � � Matrix #: CA CP PQ PT SP WB 1. Please consult FactorMOORELAND y far Poles, Walt Brackets, and other mounting options. • Description: Cross Arm Chain Pendant Pendant Post Top Stem Pendant Wall Bracket ➢, of outdoor conditions. The Brookside can also meet the performance 4. Optics Horizontal standards of today's high lighting demands. It's available with Type III or Type V optics;. with the horizontal lamp configuration I Matnx #: H3 * H5 providing a cut-off for Dark Skies applications. Available in up tt� • Description: TYPE 3 TYPE � a maximum ?5�1 watt Metal Halide or High Pressure Sodium, the Vertical w Brookside can also accommodate today's Low -Energy requirements with up Co 7� watt I.EI� or ��0 watt Induction sources while still Notes: � Matrix V3 ** v5 • t5aw max tamping. Description: TYPE 3 TYPE 5 maintaining excellent light output. •• class refractor required. — 5. Ballast Description: Pulse Start Metal Halide High Pressure Compact Induction Induction Induction • Metal Halide Sodium Fluorescent Bulb Type Tubular Type Circular Type � {Watts 1 Type} {Watts 1 Type) (Watts !Type} (watts !Type) (watts 1 Type} {Watts I Type} {Watts 1 Type} i Matrix #: 50PSMH SDMH 50HPS 13CFL 35iB * 4O➢T r 4DiC ■ The Brookside offers a classic traditional look while meeting today's 74PSMH 7DMH 70HPs 18CFL SsiB " 70ic ■ 16DPSMH T6 70MH 1DDHP5 2fiCFL 85iB * 80iC r • • = 15DP5MH 1 OOMH 154HPS 32CFL 10DiB * high performance standards far li�,htirtg. 175PSMH T6150MH 2ODHPS 42CFL • 2DDPSMH 25DMH * 25DHP5 Notes: ; 25DPSMH 1. Electronic ballast available for 50. �o, Incandescent LED and 1 r3© watt MH lamps. 2. Other wattages and ballasts available- {watts i Type} {Watts i Type} Consult factory. � INC 'OLE. ' Fits vertical only. 75LEQ ■ Fits optics horizontal type 5 only. 17891 Arenth Ave., City of Industry, GA 91748 • (800} 423-6561 •Fax: (626j 965-9494 • www.ela-lighting.com •info@eta-lighting.com Brookside=spec •Page 1 17$91 Arenth Ave.., City of Industry, CA 97748 • ($40j 423-&561 •Fax: (626} 9fi5-9494 • www.ela-lighting• infoQela-lighting.corn hrookside-spec Page 2 � � =■',� Ordering Matrix � � Air � Specifications and Elevated Scale � `Environmental Lighting far Architecture, Inc. Brookside -BRK � � ►� Environcr�lenta! lighting for Architecture, Inc_ Brookside -BRK fi. Voltage Matrix #: 12D * 2D8 240 277 * 347 4$D Description: 12OV 2D8V 24aV 277V 347V 480V Specifications ' only !hese cottages are available with LED. Fixture Housing: One-piece sand -casting housing, cage, and hand. The Castings shall be free of any foreign materials yr cosmetic fillers. Far wall �• Lens it � and arm mounts, consult factory for installation. t� nFrosted eptics;Forhorizontaltamping,reflectorunitsshallbehydroformedfirsegmentedsharpcut-offoptics.SpecularA➢zakopticalsegmentsarerigidly mounted,whichattachesiothehousingasaone-piecemodule.Reflectorsarefieldrotatabledo9D°increments.Forvertivaltamping,unitsshall utilizebvrflsillicateglassrefractorswithopenends.Fullyrotatablevnsite. ElectricalModule:AlfelectricalComponentsareULandCSArecognized,mountedonasingleplateandlac#oryprewired.Quick-disconnectplugfoe theballastmoduleisstandardwithallballastoptions.Deferencepages2and3farFamecharacteristics,baFFasttypes,andvoltagetechnicaldata. Matrix#:CGClearGlassFGFrostedGlassDGt7palGlassOSCEClearGlasLens:Allglasspetrelstobe118"thinktemperedglassandshippedseparatelywithBasketingsupplied.TheC}arkSkieslensoptionsshallbetempered Qeseriptlon;CAClearAcrylicFAFrostedAcrylicOACDpalRcryl➢c{t7arkSkieglass, factory installed. Notes: CP Clear Polycarbonate FP Frosted Polycarbonate 1. All glass is tempered Hat glass. y Finish/Color: Finish is super TGIC thermoset polyester powder Coat paint. ELA offers RAL volar matches along with our standard color selection. S. Color Powder Coat Finish Hand -Applied Finish Custom and hand applied colors are available upon special request. Matrix # Description Matrix # Description Matrix # Description AG Augustine Green MG Malaga Green CH Cracked Hide Certification: Fixtures shall be listed far outdoor, wet location. UL1598. IP rating 65. Gy Architectural Grey MN Midnight LV Light Verde CC Charcoal PW Pewter OR Old Iron CAUTION: Fixtures must be grounded in accordance with national, state, andlor local codes. Failure to do so may result in serious personal injury. CY Clay SS Sand Storm R Rust ❑B Dark Bronze SB Statuary Bronze V Verde HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. Notes: HP Hammered Pewter W White Consult factor004 y for custom calors. 9. Options -� Ele►vated Seale Notes; 1jBBlloptionisavailabtefornuorescent Suggested Poles and Arms lamp only. .. - 2)Test button location shall have visibility far BBU TB PCB PCR VR HSS for the Brookside Fixture testi ng en Slte. CansUlt factory FOP Photocell receptacle Vertical Glass placement location. Battery Backup Terminal Block Photocell Soften Twist Lock by others Refractor House Side Shield Phatocel l Options: Photoce77 is available In 12o thru 980 yells. fihotocafl racepracle only fits some crass 24 24 arms. Consult factory. Specify when ordering. 22 22 Fixture Ordering Example: ' 2D zD . 18 18 V +� 1fi 1fi '➢�� BRKl18lPT�M51150PSMHI120fFGle�' �. 14 14 12 12 1t1 1 D 1 2 3 4 5 6 7 8 9 '� $ Fixture 1 Size 1 Mounting 1 Optics 1 Ballast f 'voltage 1 Lens ! Color 1 Option � . — --,� 6 r^ BRK 1 20 1 PT I H5 1150PSMH ! 12D I FG 1 CY 1 - 4 4 Brookside ZO POSC Top Horizontal 154 watt 120 Waits Frosted Clay - f Fixture Type 5 Pulse Start Glass 3 i Metal Halide ++J Fixture Ordering Form: Fixture : BRK1181WB BRK1181PT BRKI18lPT BRK118iCA BRKl18{CA 8RK1181AT BRK/18/WB 1 2 3 4 6 6 7 8 9 9 9 Arm : BR26 CR113A CR26B PM601 BR13 Fixture f Size !Mounting ! Optics 1 lamp !Voltage ! Lens ! Color 1 Option f Option 1 Option Pole: P3041-8' P4014B-14' P3(]25D-14' P302UB-16' Options : 1. BRK f ! ! 1 ! ! ! 1 1 1 Nota: Modirrcattans ro the fixture and additional pole heights are available. 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 •Fax: (626) 985-3494 • vrww.e➢a-lighting.ccm • infoQela-ligh#ing.cam taroakside-spec +Page 3 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 •Fax: (626) 965-9494 • vnvw.ela-lighting.csam • info@ ela-lighting.com hraokside-spec *Page 4 Brown &Gay Engineers, Inc. 2595 Dallas Parkway, Suite 204 Frisco, TX 75034 Tel: 972-464-4800 a www.browngay.com TBPE Registration No. F-1046 Contact: Will Janney Tel: 972-464-4835 Copyright 2015 DEVELOPER CENTURION AMERICAN 1800 Valley View Lane, Suite 300 Farmers Branch, TX 75234 Contact: Michael Beaty Tel: 214-287-9009 nglne*rrng . D*volopmont • Co - Matrix u) CD W X U) Q W O 0 H U Q Z O Z z wv Q W U Z QQ Z W W o� U_ ~ N J C� W w p U zQ Q C' O U) W Z W m w> m W E 0 N > � E AOL N Alk Z)O I� I— O Z W — O U � O THESE PLANS ARE ISSUED FOR THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION. WHEN ISSUED IN FINAL FORM THEY WILL BE SEALED, SIGNED AND DATED. RESPONSIBLE ENGINEER: BROWN & GAY ENGINEERS, INC. TEXAS REGISTERED ENGINEERING FIRM F-1046 SEAN P. MERRELL, P.E. TEXAS REGISTRATION NO. 95803 NOVEMBER 23, 2015 !!CAUTION ! ! Contractor to Verify exact location & Depth of Exist Facilities Prior to any Construction Activities CAUTION CONTACT: 1-800—DIG—TESS 48 HOURS PRIOR TO CONSTRUCTION REVISIONS REV NO. DATE DESCRIPTION DRAWN BY: CHECKED BY: DATE: PROJECT NUMBER: Sheet N o. FIXTURE DETAILS C11 Project Name; Type: Notes: order Matrix Number: ■ E. I ` ■ ■ I ,- ordering Matrix Environmental Lighting for Architecture, inc. Environmental Lighting for Architecture, Inc. Brookside -BRK 1 2 3 4 5 � 7 8 9 Fixture 1 Size f Mounting f optics J Ballast f Voltage ! Lens I Color ! Option BRK 1 18 1 PT ! HS 1 150P$MH ! 121) I FG f CY 1 -- BROOKSIDE 1. Fixture: BRK 2. Size 4t• The Br-nnl:sidr� is an eight -sided lantern with a traditional "gothic" , style, Sortable for pole, cross arm, wall, tit• pendant mounting . : r I conditions, the Brookside is the perfect specification far shopping � Matrix �: �s : Description: malls, decorative Street lighting, parking lots, government buildings, • Notes: Max Wattage 25DW : EPA: 2.6 site and walkway lighting, libraries, museums, churches, high-end ;weight; 4a lbs. 3. Mounting ; residential applications, and much more. ; � - Constructed of high grade cast aluminum and protected with a durable powder -coated finish the Brookside is built for the toughest Notes: � � Matrix #: CA CP PQ PT SP WB 1. Please consult FactorMOORELAND y far Poles, Walt Brackets, and other mounting options. • Description: Cross Arm Chain Pendant Pendant Post Top Stem Pendant Wall Bracket ➢, of outdoor conditions. The Brookside can also meet the performance 4. Optics Horizontal standards of today's high lighting demands. It's available with Type III or Type V optics;. with the horizontal lamp configuration I Matnx #: H3 * H5 providing a cut-off for Dark Skies applications. Available in up tt� • Description: TYPE 3 TYPE � a maximum ?5�1 watt Metal Halide or High Pressure Sodium, the Vertical w Brookside can also accommodate today's Low -Energy requirements with up Co 7� watt I.EI� or ��0 watt Induction sources while still Notes: � Matrix V3 ** v5 • t5aw max tamping. Description: TYPE 3 TYPE 5 maintaining excellent light output. •• class refractor required. — 5. Ballast Description: Pulse Start Metal Halide High Pressure Compact Induction Induction Induction • Metal Halide Sodium Fluorescent Bulb Type Tubular Type Circular Type � {Watts 1 Type} {Watts 1 Type) (Watts !Type} (watts !Type) (watts 1 Type} {Watts I Type} {Watts 1 Type} i Matrix #: 50PSMH SDMH 50HPS 13CFL 35iB * 4O➢T r 4DiC ■ The Brookside offers a classic traditional look while meeting today's 74PSMH 7DMH 70HPs 18CFL SsiB " 70ic ■ 16DPSMH T6 70MH 1DDHP5 2fiCFL 85iB * 80iC r • • = 15DP5MH 1 OOMH 154HPS 32CFL 10DiB * high performance standards far li�,htirtg. 175PSMH T6150MH 2ODHPS 42CFL • 2DDPSMH 25DMH * 25DHP5 Notes: ; 25DPSMH 1. Electronic ballast available for 50. �o, Incandescent LED and 1 r3© watt MH lamps. 2. Other wattages and ballasts available- {watts i Type} {Watts i Type} Consult factory. � INC 'OLE. ' Fits vertical only. 75LEQ ■ Fits optics horizontal type 5 only. 17891 Arenth Ave., City of Industry, GA 91748 • (800} 423-6561 •Fax: (626j 965-9494 • www.ela-lighting.com •info@eta-lighting.com Brookside=spec •Page 1 17$91 Arenth Ave.., City of Industry, CA 97748 • ($40j 423-&561 •Fax: (626} 9fi5-9494 • www.ela-lighting• infoQela-lighting.corn hrookside-spec Page 2 � � =■',� Ordering Matrix � � Air � Specifications and Elevated Scale � `Environmental Lighting far Architecture, Inc. Brookside -BRK � � ►� Environcr�lenta! lighting for Architecture, Inc_ Brookside -BRK fi. Voltage Matrix #: 12D * 2D8 240 277 * 347 4$D Description: 12OV 2D8V 24aV 277V 347V 480V Specifications ' only !hese cottages are available with LED. Fixture Housing: One-piece sand -casting housing, cage, and hand. The Castings shall be free of any foreign materials yr cosmetic fillers. Far wall �• Lens it � and arm mounts, consult factory for installation. t� nFrosted eptics;Forhorizontaltamping,reflectorunitsshallbehydroformedfirsegmentedsharpcut-offoptics.SpecularA➢zakopticalsegmentsarerigidly mounted,whichattachesiothehousingasaone-piecemodule.Reflectorsarefieldrotatabledo9D°increments.Forvertivaltamping,unitsshall utilizebvrflsillicateglassrefractorswithopenends.Fullyrotatablevnsite. ElectricalModule:AlfelectricalComponentsareULandCSArecognized,mountedonasingleplateandlac#oryprewired.Quick-disconnectplugfoe theballastmoduleisstandardwithallballastoptions.Deferencepages2and3farFamecharacteristics,baFFasttypes,andvoltagetechnicaldata. Matrix#:CGClearGlassFGFrostedGlassDGt7palGlassOSCEClearGlasLens:Allglasspetrelstobe118"thinktemperedglassandshippedseparatelywithBasketingsupplied.TheC}arkSkieslensoptionsshallbetempered Qeseriptlon;CAClearAcrylicFAFrostedAcrylicOACDpalRcryl➢c{t7arkSkieglass, factory installed. Notes: CP Clear Polycarbonate FP Frosted Polycarbonate 1. All glass is tempered Hat glass. y Finish/Color: Finish is super TGIC thermoset polyester powder Coat paint. ELA offers RAL volar matches along with our standard color selection. S. Color Powder Coat Finish Hand -Applied Finish Custom and hand applied colors are available upon special request. Matrix # Description Matrix # Description Matrix # Description AG Augustine Green MG Malaga Green CH Cracked Hide Certification: Fixtures shall be listed far outdoor, wet location. UL1598. IP rating 65. Gy Architectural Grey MN Midnight LV Light Verde CC Charcoal PW Pewter OR Old Iron CAUTION: Fixtures must be grounded in accordance with national, state, andlor local codes. Failure to do so may result in serious personal injury. CY Clay SS Sand Storm R Rust ❑B Dark Bronze SB Statuary Bronze V Verde HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. Notes: HP Hammered Pewter W White Consult factor004 y for custom calors. 9. Options -� Ele►vated Seale Notes; 1jBBlloptionisavailabtefornuorescent Suggested Poles and Arms lamp only. .. - 2)Test button location shall have visibility far BBU TB PCB PCR VR HSS for the Brookside Fixture testi ng en Slte. CansUlt factory FOP Photocell receptacle Vertical Glass placement location. Battery Backup Terminal Block Photocell Soften Twist Lock by others Refractor House Side Shield Phatocel l Options: Photoce77 is available In 12o thru 980 yells. fihotocafl racepracle only fits some crass 24 24 arms. Consult factory. Specify when ordering. 22 22 Fixture Ordering Example: ' 2D zD . 18 18 V +� 1fi 1fi '➢�� BRKl18lPT�M51150PSMHI120fFGle�' �. 14 14 12 12 1t1 1 D 1 2 3 4 5 6 7 8 9 '� $ Fixture 1 Size 1 Mounting 1 Optics 1 Ballast f 'voltage 1 Lens ! Color 1 Option � . — --,� 6 r^ BRK 1 20 1 PT I H5 1150PSMH ! 12D I FG 1 CY 1 - 4 4 Brookside ZO POSC Top Horizontal 154 watt 120 Waits Frosted Clay - f Fixture Type 5 Pulse Start Glass 3 i Metal Halide ++J Fixture Ordering Form: Fixture : BRK1181WB BRK1181PT BRKI18lPT BRK118iCA BRKl18{CA 8RK1181AT BRK/18/WB 1 2 3 4 6 6 7 8 9 9 9 Arm : BR26 CR113A CR26B PM601 BR13 Fixture f Size !Mounting ! Optics 1 lamp !Voltage ! Lens ! Color 1 Option f Option 1 Option Pole: P3041-8' P4014B-14' P3(]25D-14' P302UB-16' Options : 1. BRK f ! ! 1 ! ! ! 1 1 1 Nota: Modirrcattans ro the fixture and additional pole heights are available. 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 •Fax: (626) 985-3494 • vrww.e➢a-lighting.ccm • infoQela-ligh#ing.cam taroakside-spec +Page 3 17891 Arenth Ave., City of Industry, CA 91748 • (800) 423-6561 •Fax: (626) 965-9494 • vnvw.ela-lighting.csam • info@ INVOICE Star -Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 336359081 T V FORT WORTH, TX 76102 j Misc Fee iu4 OffUTIff $10.00 THE STWE County of Tai Net Amount: $439.20 P DEBORAH JEAN BAYLOR Notary Public, State of Texas v_ My Commission Expires 4 kNP October 29, 2019 Uum) Before imi a Ncflowioi'�'6"tnho�,uts"alyeafiitueol,164rftsn(s4'ez'�uA sep-untyandState, this day personal�f appeared ChristyHofi(and, Bids Lega(Coordinator af#�� , "Oniso shall, b6i dorned, *tt I �(iow 11 11A�' Tekqram� Inc. at Fort Worth, in Tarrant County, TeW : and who after being d4 sworn, for the Star Tet'""' 0 , ,)iath, ctayioll, rt 40fa'deiy AbAho th'a A16 on. -0cetit")r"coat i. APPROXRINIS, I tw;�PAY, r 7f advertisement was pubfishedin the above named paper on the Listed dates: SSES "depose and, DECEMS 20 BIDS &LEGALS DEPT Star_Telegram -(817) 390-7037 SUBSCRIBED AND SWORNTO BEFORE ME, qHISDAYOF DECEMBER (qA,,) 2015 12 Signed NOERRYPUBLIC�)_ 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: 336359081 Invoice Amount: $439.20 PO Number: Amount Enclosed: $