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North Lake Cypress-CS140422DEVELOPMENT AGREEMENT Chartwell Drive Improvements to the City of Coppell, Texas This is an agreement between the City of Coppell, Texas, hereinafter referred to as the "City", and Crow -Billingsley 635 Beltline, Ltd, a Texas Limited Partnership, hereinafter referred to as "Developer", with regard to property described in Exhibit "A", which is attached and incorporated herein, hereinafter referred to as the "Property", to provide for the installation of certain improvements located therein, and thereto, and is hereinafter referred to as the "Agreement". GENERAL REQUIREMENTS A. It is agreed and understood by the parties hereto that the Developer shall employ a civil engineer licensed to practice engineering in the State of Texas for the design and preparation of the plans and specifications for the construction of all improvements covered by this Agreement. The plans and specifications are subject to the review and final approval of the City Engineer, whose decision shall be final. B. The Developer through its contractor(s) agrees to furnish to the City a good and sufficient maintenance bond. Such maintenance bond(s), will be for a -period of two (2) years and will be issued prior to the final City acceptance of the Improvements. The City will be named as the beneficiary if the contractors fail to perform any required maintenance. C. It is further agreed and understood by the parties hereto that upon acceptance by the City, title to all improvements mentioned herein above which are intended to be public improvements shall be vested in the City, and Developer hereby relinquishes any right, title, or interest in and to said improvements or any part thereof. It is further understood and agreed that until the City accepts such improvements, the City shall have no liability or responsibility in connection with any such improvements. Acceptance of the improvements for this provision and for the entire Agreement shall occur at such time that the City, through its Mayor or his duly appointed representative, provides Developer with a written acknowledgement that all improvements are complete, have been inspected and approved. D. On the street improvements described in Exhibit "B", which is attached and incorporated herein, City agrees to pay the amounts detailed in accordance with the schedule in Exhibit "C", which is attached and incorporated herein. Page 1 of 6 64407 II. Any guarantee of payment instrument submitted by the Developer or Contractor on a form other than the one which has been previously approved by the City as "acceptable" shall be submitted to the City Attorney and this Agreement shall not be considered in effect until such City Attorney has approved the instrument. Approval by the City Attorney shall not be unreasonably withheld or delayed. E. Any surety company through which a bond is written shall be a surety company duly authorized to do business in the State of Texas, provided that the City, through the City Secretary, shall retain the right to reject any surety company as a surety for any work under this or any other Developer's Agreement within the City regardless of such company's authorization to do business in Texas. Approval by the City shall not be unreasonably withheld or delayed. F. The Developer agrees to fully comply with the terms and conditions of all other applicable development regulations and ordinances of the City as of the date of the initial agreement. G. The Developer agrees that the completed project will be constructed in conformance with the approved Construction Plans and other permits or regulatory authorizations granted during the review process. All street improvements will be subject to inspection and approval by the City. No work will begin on any street included herein prior to complying with the requirements contained elsewhere in this Agreement. All water, sanitary sewer, and storm drainage utilities which are anticipated to be installed within the street or within the street right-of-way will be completed prior to the commencement of street construction on the specific section of street in which the utility improvements have been placed or for which they are programmed. It is understood by and between the Developer and the City that this requirement is aimed at substantial compliance with the majority of the pre -planned improvements. It is understood that in every construction project a decision later may be made to realign a line or service which may occur after construction has commenced. The Developer has agreed to advise the City Engineer and Director of Public Works as quickly as possible when such a need has been identified and to work cooperatively with the City to make such utility change in a manner that will be least disruptive to street construction or stability. A. EROSION CONTROL During construction of the street and after the streets have been installed, the Developer agrees to keep the streets free from soil build-up. The Developer agrees to use soil control measures such as hay bales, silt screening, hydromulch, Page 2 of 6 etc., to prevent soil erosion, all in accordance with applicable codes. It will be the Developer's responsibility to present to the City Engineer and the Director of Public Works a Storm Water Pollution Prevention Plan (SWPPP) that will be implemented for these Improvements. When in the opinion of the Director of Public Works there is sufficient soil build-up on the streets or other drainage areas and notification has been given to the Developer, the Developer will have five (5) business days to clear the soil from the affected areas. If the Developer does not remove the soil within five (5) business days, the City may cause the soil to be removed either by contract or City forces and place the soil within the Improvements at the contractor's expense. All fees owed to the City will be collected prior to acceptance of the Improvements. A Pre -Construction Meeting to be held with all Contractors, major Sub - Contractors, Utilities and appropriate Government Agencies. III GENERAL PROVISIONS A. INDEMNIFICATION DEVELOPER COVENANTS AND AGREES TO INDEMNIFY AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND CITY, ITS OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER HIND OR CHARACTER, WHETHER REAL OR ASSERTED, (INCLUDING, WITHOUT LIMITATION, REASONABLE FEES AND EXPENSES OF ATTORNEYS, EXPERT WITNESSES AND OTHER CONSULTANTS), ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE CONSTRUCTION, MAINTENANCE, AND REPAIRS, IF ANY, OF SAID IMPROVEMENT OR IMPROVEMENTS IN ACCORDANCE WITH APPLICABLE CODE PROVISIONS, AND SHALL FURTHER BE LIABLE FOR INJURY OR DAMAGE TO CITY PROPERTY, ARISING OUT OF OR IN CONNECTION WITH ANY AND ALL ACTS OR OMISSIONS OF DEVELOPER, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES., DEVELOPER AGREES TO INDEMNIFY THE CITY, ITS OFFICERS AND EMPLOYEES FOR ANY DAMAGES, CLAIMS OR LIABILITIES ARISING FROM THE NEGLIGENT ACT OR OMISSION, OR OF THE CONCURRENT NEGLIGENT ACT OR OMISSION, OF THE DEVELOPER, ITS OFFICERS AND EMPLOYEES IN THE COURSE OF PERFORMING THIS AGREEMENT. B. Venue of any action brought hereunder shall be in Dallas County, Texas. The laws of the State of Texas shall apply. Page 3 of 6 C. Approval by the City Engineer, Director of Public Works or other City employee of any plans, designs or specifications submitted by the Developer pursuant to this Agreement shall not constitute or be deemed to be a release of the responsibility and liability of the Developer, his engineer, employees, officers or agents for the accuracy and competency of their design, and specifications. Such approval shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by the consulting engineer, his officers, agents, servants or employees, it being the intent of the parties that approval by the City Engineer, Director of Public Works or other City employee signifies the City's approval on only the general design concept of the improvements to be constructed. In this connection, the Developer shall for a period of two (2) years after the acceptance by the City of the completed construction project, indemnify and hold harmless the City, its officers, agents, servants and employees, from any loss, damage, liability or expense on account of damage to property and injuries, including death, to any and all persons which may arise out of any defect, deficiency or negligence of the engineer's designs and specifications incorporated into any improvements constructed in accordance therewith, and the Developer shall defend at his own expense any suits or other proceedings brought against the City, its officers, agents, servants or employees, or any of them, on account thereof, to pay all expenses and satisfy all judgments which may be incurred by or rendered against them or any of them in connection with herewith. D. This Agreement or any part herein, or any interest herein, shall not be assigned by the Developer without the express written consent of the City Council. Page 4 of 6 DEVELOPER: Crow -Billingsley 635 Beltline, LTD, a Texas Limited Partnership_ By: Billingsley 380 North GP, LLC Its Ge al Partner .gyp / UA—I - By:emleth D. Mabry Title: Its Manager Address: 1722 Routh Street, Suite 1313, Dallas, TX 75201 STATE OF TEXAS COUNTY OF DALLAS On , before me, a Notary Public, personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument, the person, or the entity upon behalf of which the person acted, executed the instrument. (SEAL) Notary Public CITY OF COPPELL, TEXAS By: City Manager PySewcretary T: Date: , ZO/V Distribu ion of Document: Developer/Owner (Original) City Secretary (Original) City Attorney (Original) City Engineer (Copy) Director of Public Works (Copy) Page 5 of 6 Developer's Engineer (Copy) Page 6 of 6 BEING a tract of land situated in the John L. Whitman Survey, Abstract No. 1521, City of Coppell, Texas, and being a portion of Chartwell Drive, and Belt Line Road, said tract being more particularly described as follows: BEGINNING at the northernmost end of a right-of-way corner clip at the intersection of the east right-of-way line of Beltline Road (a 120 -foot wide right-of-way) and the north right-of-way line of Chartwell Drive (an 80 -foot wide right-of-way); THENCE with said right-of-way corner clip, South 45°50'38" East, a distance of 41.31 feet to the southernmost end of said right-of-way comer clip; THENCE with the north right-of-way line of said Chartwell Drive, North 89°08'11" East, a distance of 590.84 feet to the southeast corner of a tract of land described in Special Warranty Deed to Hackbelt 27 Partners, L.P., recorded In Volume 2003167, Page 12149, Deed Records of Dallas County, Texas; THENCE departing said north right-of-way line, South 0031'09" East, a distance of 83.01 feet to a point in the south rlght-of-way line of said Chartwell Drive; THENCE with said south right-of-way line, South 89018150" West, a distance of 590.15 feet to a the northernmost end of a right-of-way corner clip at the intersection of said south right-of-way line and said east right-of-way line of Belt Line Road, THENCE with said right-of-way corner clip, South 45008'18" West, a distance of 42.03 feet to the southernmost end of said right-of-way corner clip; THENCE with said east right-of-way line, South 0°31'04" East, -a distance of 37.63 feet to a point for corner; THENCE departing said east right-of-way line, the following courses and distances to wit: South 89°28'56" West, a distance of 15.02 feet to a point for corner; North 0°39'07" West, a distance of 209.17 feet to a point for corner; North 89028'56" East, a distance of 15.51 feet to a point in said east right-of-way line; THENCE with said east right-of-way line, South 031'04" East, a distance of 31.93 feet to the POINT OF BEGINNING and containing 1.261 acres or 54,950 square feet of land. 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L_ I� Z a a 1 LJ3 I 1 13 ')y rI-I l L z a n. 9 ItL O ! � ry I I II LJ: I I r� ittP O O ii y II rl, I f> l a I iJ l 41 I O r N II i t IIS I, g U I I ' J. I q .�- i r 7L L U r I I w U g LL G O L I 7 I I 4 _ _ 'Lri I 'I W Q ci II o0�I q,.,,Lr a I LJ @ i of I r 6g6 I -1` II LJ I IL I L 1. II I I1 F-1 I, I\ I J� Y I� aIL I L J r r III L s t r -P w m Y I _ �IyNll a Y yF i IIS L; -P I II rd x I1 i1 I I Id 1:u Q L z I I I I d i II til y I �y ip I I 0 r 1 y Y I Ur� O /1 1 I VGGL4 rI I -j rj 11 O IF I I ° 7L7L° y K I LJ 4) 1� 1 i ry r Ll OVOH AN111139'S R 2'13 - 330 08 - 09 14" BOLT CIRCLE , 1 1"CHAMFER AS APPROVED BY ONCOR NOTE 3 FINISHED GRADE -�- I I $ I I TRENCH i BOTTOM - - - - I .I I I I I ) I I STREET LIGHT FOUNDATION 213 - 330 30' i SQUARE STEEL POLE 08 -09 1 6 #3 REBAR, IB" DIAMETER HOOP; 3" OVERLAP 1. CONCRETE TO BE MINIMUM SLF2&30 SLF40 3000 PSI AT 28 DAYS. (6 SACK) #6 REBAR, STRAIGHT, 60' LONG 317821 _318585 318586 MAXIMUM AGGREGATE 3/4" TOP OF 4 AS REaO FOUNDATION TO BE TROWELED TO i A FLAT AND LEVEL SURFACE. AS RE40 - AVOID EXCESSIVE TROWELING, CONCRETE TO SET A MINIMUM 6 .6 LB - i _ WIRE, #6 COPPER, SOLID 303244 -� 7 V8 OF 72 HOURS BEFORE POLE _ GROUND, POLE BUTT WIRE COIL - - -- - - INSTALLATION. --- -- -- CONCRETE d 1 NOTE- PRE -CAST FOUNDATIONS I SLFPS0263D BY OLD CASTLE ARE ALLOWED AS 1 FND, PRECAST 40' SOR, 40' RND POLE, 14" BC, 1.26" BOLTS T 308700 AN OPTION TO CAST -IN-PLACE PROJECTION 2'Icl, 3" PROJECTION 2, REBAR HOOPS ARE TIED BEGINNING AS REO'D SEE NOTE 3 3" BELOW TOP QF CONCRETE FORM AND ARE REPEATED AT APPROXIMATE 4"MAX 1' INTERVALS TO BOTTOM OF 8 ABOVE FOUNDATION. 3. 1" ANCHOR BOLTS TO BE USED WITH 26' & 30' POLE. I" DIA. X 3FT. CALV. ANCHOR { BOLTS WITH 90DECRF,E BEND -- 24" AT END. j I I MIN PROJECTION OF 3" ON 25'& N,- 30' SQUARE AND 3 W" ON 40' `I i SQUARE AND ROUND POLES. NOTE: ANCHOR BOLTS ARE INCLUDED WITH THE FOUNDATION; BOLTS ARE NOT PROVIDEI - - - - - BY ONCOR OR CITY OF IRVING. 7 --t, I 4 1 1 NOTE B I �3 I" DIA. X 36" GAI,VANIZF,D 24 , SECTION "A -- A " 60" 4. CONCRETE FORM OF SONOTUBE TO EXTEND TO BOTTOM OF TRENCH OR AS NEEDED. 6• PROVIDE MINIMUM 24" GROUND WIRE PIGTAIL OUT OF CONCRETE FOR CONNECTION TO POLE, S. A MINIMUM OF 12' OF BARE #6 SD CU WIRE TO BE PLACED IN BOTTOM OF HOLE AND COVERED WITH 2" OF DIRT 7, IF SOIL HAS BEEN DISTURBED, EXTEND FOUNDATION 13Y DEPTH OF DISTURBED SOIL. B. FOR POLE FOUNDATIONS LARGER THAN 40' NOMINAL MOUNTING HEIGHT, CONTAC DISTRIBUTION STANDARDS, ITEM QTY DESCRIPTION TSWREF CU MU 1 6 #3 REBAR, IB" DIAMETER HOOP; 3" OVERLAP 314470 SLF2&30 SLF40 2 4 #6 REBAR, STRAIGHT, 60' LONG 317821 _318585 318586 _ 3 4 ANCHOR BOLT, GALV.1" FOR 26 & 30' POLES SEE NOTE 3 4 AS REaO CONCRETE FOUNDATION TUBE, 24" DIAMETER_ 313841 6 T AS RE40 CONDUIT, PVC OR PEC (NOT IN FOUNDATION ALIN) 6 .6 LB - i _ WIRE, #6 COPPER, SOLID 303244 -� 7 V8 1 _ GROUND, POLE BUTT WIRE COIL - - -- - - AS REOD --- -- -- CONCRETE - - 1 FND, PRECAST 25'& 30' SOR, POLE, 14" BC, 1" BOLTS 398688 SLFPS0263D 1 FND, PRECAST 40' SOR, 40' RND POLE, 14" BC, 1.26" BOLTS T 308700 SLFP40 APPROVED BY ONCOR FOUNDATION 30' SO. POLES. Crlrl3V "TT T/7LTTTNTI� At MM LIGHTING ET Entablature® revision 10/15/10 • et.pdf Type: Approvals: Job: Catalog number: 1A / ET2 /250HPS480 DB / TB Mlg. Fixture Electrical Module Finish Options /Optional Enlah L 1 See pages 4-6 See page 7 See page 2 See page 3 Date: Select pole from Kim Pole Catalog. If pole is provided by others indicate O.D. for arm fitting. Page: 1 of 7 Specifications ET Model 150 to 400 watt Mogul Base Lamps 23" � 8 � 2" (584.2 mm) (2032 mm) (50.8 mm) fffi 8' (2032 mm) nuu T 0 6 1152.4 mm) 16' (406.4 mm) L Maximum Fixture weight (400HPS) = 45 Ib 14 '/2' (368.3 nm) .8 (50.6 mm) -T 45'm ) 2"—I (50.0—) (757.2 mm) Entablature Dimensions See page 7 for standard Entab configurations and specifications. i HUBBELL �. HU99Etl uGHnNG,lnc. U.S. PATENTS: D389,262, D402,386, 13404,511, D403,790, D404,512, 13404,841, D399,328, D404,094, D408,571, D407,841, D407,840, D408,093, D407,838, D407,839, D408,572, D407,837, D409,324, D403,791 KIM LIGI MNG RESERVES THE RIGHT TO CHANGE SPECIFICATIONS WITHOUT NOTICE. Housing One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with integral cooling fins on the top surfaces above the optical chamber and electrical compartment. A solid barrier wall separates the optical and electrical compartments, with gasketed wire penetrations. A double -thick wall with gussets is provided on the support arm mountingend. Inset sections on each end provide for attachment of optionaentablatures, and cradle the mounting arm. All hardware is stainless steel or electro -zinc plated steel. Lens Frame: One-piece die-cast, low copper (<0.6% Cu) aluminum alloy with a 1" minimum thickness around the gasket flange for rigidity. Integral (Tinges with stainless steel pins provide no -tool mounting and removal from the housing. Two stainless steel thumb -latches are recessed into the front corners, concealed from normal view. Lens frame seals against the housing by a one- giece extruded silicone gasket with vulcanized end closure. Clear Id thick tempered flat or convex glass lens is retained in the frame by eight clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak' optical segments are rigidly. mounted in a die-cast, low copper (<0.6% Cu) aluminum alloy enclosure which attaches to the housing as a one-piece module. Reflector module is field -rotatable in 90° increments. All HPS and PMH sockets are porcelain mogul base rated 41<V with a molded silicone lamp stabilizer. All reflector modules are factory prewired with a quick -disconnect plug for the ballast module, with wires PassinTihrough a silicone gasket in the housing barrier wall. Four ght distributions are available and interchangeable within the same housing size. Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attached to housing with no -tool hinges and latches, accessible by opening the lens frame. All ballasts are high power factor with starting temperatures of -40°F for HPS and -20°F for MH lamp modes. Support Arm: One-piece extruded aluminum with internal bolt guides and a recessed step to match the housing. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. For mounting to round poles, arm Is circular cutfor precise mating to the pole diameter. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a titanated zirconium conversion coating; A.S.T.M. 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Stealth Gray , Platinum Silver, or White. Custom colors are available. CAUTION: Fixtures must be grounded in accordance with national, state and/or local electrical codes. Failure to do so may result in serious personal injury. Listings and Ratings UL cUL 1598' 4G Vibration' 25C Ambient IP66 Rated CE Full Cut Off' with flat glass lens - Cut Off with convex glass lens 'Suitable for wet locations '5K Cycle -tested 'Dark Sky Legislation Compliant © 2010 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 - FAX: 626/369-2695 5600610288 �ok ET IUM LIGHTING Entablature° revision 10/15/10 • et.pdf Type: Job: Page: 2 of 7 Standard Features Mounting Plan View: Wall Mount configuration is available F� for round poles only. EPA: 1.8 3.6 2.6 4.1 4.1 4.7 _ Cat. No.: m 1 A ❑ 2B ❑ 2L ❑ 3T ❑ 3Y ❑ 4C ❑ 1 W Fixture Cat. No. designates ET fixture and light distribution. See the Kim Site/Roadway Optical Systems Catalog for detailed information on reflector design and application. Horizontal Lamp S a r\ Type II Flat Lens Type IV Type V Light Distribution: Type I Forward Throw Full Cutoff Cat. No.: ❑ ET1 e3) S a r\ Type II Type III Type IV Type V Forward Throw Square Full Cutoff Full Cutoff Full Cutoff Full Cutoff Z ET2 ❑ ET3 ❑ ET4 ❑ ET5 IM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 6261968-5666 • FAX: 6261369.2695 5600610288 MM LIGHTING It ET Entablature revision 10/15/10 • et.pclf Type: Job: Page: 3 of 7 9 Standard Features Electrical Module PMH = Pulse Start Metal Halide HPS = High Pressure Sodium Lamp Lamp Line Watts Type Volts 250 HPS 277 NOTE: For lamp/ballast information outside of the U.S.A. and Canada, please consult your local Kim representative. Finish Super TGIC powder coat paint over a titanated zirconium conversion coating. Cat. Nos. for Electrical Modules available: NOTE: Due to the Energy Independence and Security Act (EISA) of 2007, Kim LightinU can no longer supply probe start metal halide ballasts with its luminaires, effective January 1, 2009. Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (Visit www.aboutlightingcontrols.org or the Library of Congress website for more details). Color: Black Dark Bronze Light Gray Stealth Gray's Platinum Silver White Custom Calor' Cat. No.: ❑ BL Cil DB ❑ LG ❑ SG ❑ PS ❑ WH ❑ CC 'Custom colors subject to additional charges, minimurn quantities and extended lead times. Consult representative. Custom color description: © 2010 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 -TEL: 626/968-5666 • FAX: 626/369-2695 5600610288 Pulse Start Metal Halide ❑ 250PMH120 ❑ 320PMH120 ❑ 35OPMH120 ❑ 40OPMH120 ❑ 25OPMH2O8 ❑ 320PMH2O8 ❑ 35OPMH2O8 ❑ 40OPMH2O8 ❑ 25OPMH240 ❑ 320PMH240 ❑ 35OPMH240 ❑ 40OPMH240 1125OPMH277 ❑ 320PMH277 ❑ 35OPMH277 ❑ 40OPMH277 ❑ 25OPMH347 ❑ 320PMH347 ❑ 35OPMH347 ❑ 40OPMH347 ❑ 250PMH480 ❑ 320PMH480 ❑ 35OPMH480 ❑ •400PMH480 Lam ED -28, Clear ED -28, Clear ED -28, Clear ED -28, Clear Socket Mogul Base Mogul Base Mo ul Base Mogul Base _ ANSI Ballast M-138 M-132 M-131 M-135 High Pressure Sodium ❑ 150HPS120 ❑ 250HPS120 ❑ 400HPS120 ❑ 150HPS208 ❑ 250HPS208 ❑ 400HPS208 ❑ 150HPS240 ❑ 250HPS240 11 400HPS240 0 150HP8277 ❑ 250HP8277 ❑400HPS277 ❑ 150HPS347 11250HPS347 ❑ 400HPS347 0 150HP8480 IZ 250HPS480 ❑ 400HPS480 Lam ED -23 %2 Clear ED -18 Clear ED -18 Clear Socket Mogul Base Mogul Base Mogul Base ANSI Ballast S-55 S-50 S-51 NOTE: Due to the Energy Independence and Security Act (EISA) of 2007, Kim LightinU can no longer supply probe start metal halide ballasts with its luminaires, effective January 1, 2009. Contact Kim Lighting for availability of replacement ballasts for warranty service claims. (Visit www.aboutlightingcontrols.org or the Library of Congress website for more details). Color: Black Dark Bronze Light Gray Stealth Gray's Platinum Silver White Custom Calor' Cat. No.: ❑ BL Cil DB ❑ LG ❑ SG ❑ PS ❑ WH ❑ CC 'Custom colors subject to additional charges, minimurn quantities and extended lead times. Consult representative. Custom color description: © 2010 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 -TEL: 626/968-5666 • FAX: 626/369-2695 5600610288 ////� MM LIGHTING Type: Job: Optional Features ET Entablature® revision 10/15/10 • et.pcif Page: 4 of 7 Wall Mounting Fixture mounted to poured concrete walls only. , Cat. No. ❑ 1W A modified support arm is provided with side access to n0e.o 4) 11 No Option allow field splices within the arm. A wall embedment 10'/4" bracket (WEB) is provided to accept draw bolts, and 3 (�.4mm1 5 /s° a trim plate covers the wall -embedded junction box, AiE F Select from Mounting on All wall mount components are finished to match page 2. the fixture. ET wall mount using NOTE: Junction box in wall must provide adequate wall embedment bracket fixture support. See NEC sections 370-13, 17, and J -box in wall (by others) 410-14,16. Photocell Receptacle Fixture supplied with a fully gasketed receptacle above Cat. No. ❑A-25 the electrical compartment for NEMA base photocell L7 No Option (by others). For all multiple -fixture pole mountings with Receptacle two or three fixtures, one fixture has a receptacle to operate the others. Four fixtures (250 watt or less) also require one fixture with a receptacle. Four fixtures (400 watt) require two fixtures with receptacles. E- ;BMs s k Mounting (see page 2) 1A, 1W 213rl S g s 3 S 5 *—Fixture with Photocell Receptacle1 i� S —slave unit(s) % s 'I) 2L 3T, 3Y 4C 4C Allowable wattage per fixture: 150-40OW 150-250W 40OW Convex Glass Lens The 31V thick clear convex tempered glass lens replaces PmmmmmmmmmmmmmQ Cat. No. ❑ CGL the standard flat glass lens. Provides increased lens ET = 21/2" 11 No Option presence and provides a subtle improvement in uniformity where pole spacing is extreme. Increases effectivenessof houseside shielding. Convex Lens Polycarbonate Lens Cat. No. ❑ LS ❑ No Option Fixture supplied with a one-piece vacuum formed, clear, UV stabilized convex polycarbonate, fully gasketed lens, replacing the standard tempered glass lens. 250 watt maximum. May be used with 400HPS in outdoor locations where ambient air temperature during fixture operation will not exceed 85°F. CAUTION: Use only when vandalism is anticipated to be high. Useful life is limited by UV discoloration from sunlight and metal halide lamps. 777�1ET = 43/e J Polycarbonate Lens 02010 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 -FAX: 626/369-2695 5600610288 IGM LIGHTING 141k ET Entablature revision 10/15/10 • et.pdf Type: Job: Page: 5 of 7 9 Optional Features Houseside Shield Cat. No. (See right) ❑ No Option (Types II, III, and IV only) Fixtures with the standard flat glass lens are available with stamped aluminum louvers that pass streetside light and block houseside light, and a blackened panel added to the reflector to reduce houseside reflections. Fixtures with the optional convex glass lens are available with a formed aluminum shield that passes streetside light and blocks houseside light, and a black anodized panel added to HS HSC the reflector to reduce houseside reflections. Use with for flat lens for convex lens clear lamps only, as coated lamps reduce effectiveness. Cat. No. ❑ HS Recommended for use with clear lamps only. Effectiveness is reduced for coated lamps. Not for use with Type V light distributions. HSC For use with all fixtures with convex glass lens. Not for use with Type V light distributions. Neighbor Friendly Shield (Type IV only) Stamped internal shield and blocking Cat. No. ❑ NFS panels are used to direct and redirect lighting into a ❑ No Option forward throw distribution. The amount of light directed and redirected toward the back of the liminaire is dramatically reduced to create extremely low glare behind the pole. Only available on the Type IV reflectors. NFS Vertical Slipfitter Mounts Allows fixture with standard support arm to Cat. No. includes Mounting be mounted to poles having a 2'p ipe-size tenon Cat. No. (See right) (23/a" O.D. x 41/2" min, length). All mounting �-- ❑ No Option configurations can be used (11A, 26, 2L, 3T, 3Y, 4C). Pole with 2' pipe -size Vertical 4" square or round die-cast aluminum with flush cap, tenon (by others) Slipfitter secured by four 3/a" stainless steel set point allen Mount screws, finished to match fixture and arm. by Kim Cat. No. Detail ,ciszp. Cat. No. Mounting Configuration ❑ VSF-1A ❑ SVSF-1A 1A - single arm mount Q VSF-213 i Stainless ❑ SVSF-213 2B - 2 at 180° ❑ VSF-2L steel ❑ SVSF-2L 2L - 2 at 900 ❑VSF-3T —set screws — 11SVSF-3T 3T - 3 at 900 ❑ VSF-3Y 3Y - 3 at 120° 1:1VSF-4C Round Square ❑ SVSF-4C 4C - 4 at 90° Horizontal Slipfitter Mount Replaces standard mounting arm with a slipfitter which Cat. No. ElHSF allows fixture to be mounted to a horizontal pole Horizontal Slipfitter Mount davit 2" (23/8" O.D.). ❑ No Option -arm with pipe -size mounting end Cast aluminum slipfitter with set screw anti -rotation lock. Bolts to housing from inside the electrical compartment using mounting holes for the standard support arm. Davit arm must be field drilled at a set Davit -arm with 2' pipe -size screw location to insure against fixture rotation. fixture mount (by others) Finished to match fixture. © 2010 KIM LIGHTING INC. - P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 - TEL: 626/968-5666 - FAX: 626/369-2695 5600610288 j1k ET Entablature® MM LIGHTING revision 10/15/10 • et.pdf Type: Job: Page: 6 of 7 19 Optional Features Special Options for Air Filter (AF): Allows for ventilation through Terminal Block (TB): For field wire Street Lighting the optical chamber, filtering all air particles connections. 85AMP, 600V box clamp Cat. No. ❑AF above 500 microns. mounted on solid terminal block mounted to the housing LZ TB wall between optical compartment and inside the electrical compartment. Accepts U No Option latch cavity. #14-4 wire. Factory prewired to electrical module quick -disconnect plug. Terminal Block Air Filter © 2010 KIM LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626la69-2695 5600610288 ET At Entablature° IdM LIGHTING revision 10/15/10 • et.pdf Type: Job: Page: 7 of 7 Optional Entablatures Finish: Super TGIC thermoset polyester powder coat paint, over a titanated zirconium conversion coating. (Entabs) F1 13L Black ❑PS Platinum Silver ❑ DB Dark Bronze ❑ WH White {ZI No Entablature ❑ LG Light Gray ❑ CC Custom Color: ❑ SG Stealth Gray Arched Entablatures Arch f��p I Broken Arch �_u Stepped Arch [_ H Stepped Broken Arch Cat. No. Al ❑ Cat. No. A2 ❑ Cat. No. A3 ❑ Cat. No. A4 ❑ Standard Entablature Cat. No. A5 ❑ Follows fixture body profile Peaked Entablatures Peak Broken Peak Stepped Peak Stepped Broken Peak Stepped Cat, No. P6 n Cat. No. P7 ❑ Cat. No. P8 ❑ Cat. No. P9 ❑ Cat. No. P10 ❑ Specify Entablature and color. Entablature Specifications: (Optional) Stamped from .090" ExamExample: A2/LG aluminum sheet, mechanically attached to front and back of p [ housing with no visible fasteners. For custom colors and/or custom Entablatures, consult your Kim representative. See page 1 for dimensions. 02010 KIM LIGHTING INC. - P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080 • TEL: 626/968-5666 • FAX: 626/369-2695 5600610288 PAVING COMPANY MBiliogAddres: P-O.Box270040 Dallax,TX75227 Physical Address: 419 FHwy. 80 Mesquite, TX 75150 TeL (972) 289-0723 Fax: (972) 216-5637 To: THE BILLINGSLEY COMPANY Attn: TOM HOLLAND Re: CYPRESS WATERS CHANGE ORDER- HACKBERRY ROAD IMPROVEMENTS WITHIN COPPELL We propose to furnish all labor, materials and equipment necessary to construct, as an Independent contractor, the foloxing described xork: ITEM UNITOTY UNIT DESCRIPTION UNIT PRICE TOTAL PRICE 7 1 DEMOLITION FOR COPPELL $ 3.750.00 $ 3,750.00 ALT 1 LS TRAFFIC CONTROL AND BARRICADES $ 4,000.00 $ 4,000.00 1 3.7 AC CLEARING AND GRUBBING AREA OUTSIDE OF EXISTING ROADWAY $ 3,500.00 $ 12,950.00 2 350 LF SAWCUT FULL DEPTH $ 4.60 $ 1,610.00 3 1,800 SY REMOVE EXISTING ASPHALT PAVEMENT $ 10.75 $ 19,350.00 4 200 SY REMOVE EXISTING CONCRETE PAVEMENT $ 8.75 $ 1,750.00 5 50 LF REMOVE EXISTING CULVERT SIZE VARIES $ 16.00 $ 800.00 6 1 4 1 EA IREMOVE EXISTING SIGN 1 $ 175.001$ 700.00 SUBTOTAL -DEMOLITION FOR COPPELL: $ 41,160.00 SUBTOTAL -PAVING FOR COPPELL: $ 242,018.75 PAVING FOR COPPELL 7 1 LS MOBILIZATION $ 3.750.00 $ 3,750.00 8 3,685 SY 8' LIME STABILIZED SUBGRADE $ 1.85 $ 6,817.25 9 90 TN HYDRATED LIME 48LBISY $ 155.00 $ 13,950.00 10 3,200 SY 9' REINFORCED CONCRETE PAVEMENT 4000 PSI $ 39.95 $ 127,840.00 11 4,500 SY MOISTURE CONDITIONING BELOW EX GRADE, 5' BEYOND CURB LINE $ 7.00 $ 31,500.00 12 250 LF CONSTRUCT DOWL CONNECTION BETWEEN EX AND PR ROADWAY $ 5.00 $ 1,250.00 13 1,507 LF 6- INTEGRAL CONCRETE CURB $ 2.00 $ 3,014.00 14 385 SF STAMPED COLORED CONCRETE CROSSWALK $ 22.50 $ 8,662.50 15 2 EA BARRIER FREE RAMP $ 2,300.00 $ 4,600.00 16 4 EA 'LANDSCAPE STYLE' BARRIER FREE RAMP $ 11800.00 $ 7,200.00 17 3,500 SY TOPSOILANDSOD $ 5.40 $ 18,900.00 18 5,100 CyESIMATED EARTH MOVING CUT+FILL $ 2.85 $ 14,535.00 SUBTOTAL -PAVING FOR COPPELL: $ 242,018.75 SUBTOTAL. SIGNING AND MARKING FOR COPPELL: $ 29,174.83 EROSION CONTROL FOR COPPELL 27 1 1,500 1 LF ISILTIFENCE $ 1.651$ 2,325.00 SUBTOTAL - EROSION CONTROL FOR COPPELL: $ 2,325.00 DETOUR FOR COPPELL 28 1 499 ji SY 6' CONCRETE DETOUR PAVEMENT 1 $ 49.75 1 $ 24,825.25 SUBTOTAL -EROSION CONTROL FOR IRVING: $ 24,825.25 ELECTRICAL 1 SIGNING AND MARKING FOR COPPELL 19 2 EA CITY OF COPPELL STANDARD PAVEMENT LEGEND $ 150.00 $ 300.00 20 1,100 LF CITY OF COPPELL STANDARD MULTILANE CHANNELIZING LINE $ 1.40 $ 1,540.00 21 65 LF CITY OF COPPELL STANDARD CROSSWALK $ 1.40 $ 91.00 22 5 EA CITY OF COPPELL STANDARD SIGN FOUNDATION $ 410.00 $ 2,050.00 23 1 EA TEXAS MUTCDAPPROVED SIGN $ 500.00 $ 500.00 24 4 FA LIGHT POLE FOOTING $ 715.00 $ 2,860.00 25 665 LF 2' CONDUIT $ 5.75 $ 3,823.75 26 -1-4 1 EA 1OWNER PROVIDED LIGHT POLES 1 $ 4,502.52 1 $ 18,010.08 SUBTOTAL. SIGNING AND MARKING FOR COPPELL: $ 29,174.83 EROSION CONTROL FOR COPPELL 27 1 1,500 1 LF ISILTIFENCE $ 1.651$ 2,325.00 SUBTOTAL - EROSION CONTROL FOR COPPELL: $ 2,325.00 DETOUR FOR COPPELL 28 1 499 ji SY 6' CONCRETE DETOUR PAVEMENT 1 $ 49.75 1 $ 24,825.25 SUBTOTAL -EROSION CONTROL FOR IRVING: $ 24,825.25 SUBTOTALS SUMMARY SUBTOTAL • DEMOLITION FOR COPPELL $ 41,160.00 SUBTOTAL -PAVING FOR COPPELL $ 242,018.75 SUBTOTAL -SIGNING AND MARKING FOR COPPELL $ 29,174.83 SUBTOTAL -EROSION CONTROL FOR COPPELL $ 2,325.00 SUBTOTAL- DETOUR FOR COPPELL $ 24,825.25 STAKING $ 4,000.00 PROJECT CLEANUP $ 4,000.00 PROJECT TOTAL: $ 347,503.83 EXLUSIONS & COMMENTS: ALL TESTING IS EXCLUDED, PRICE CAN BE PROVIDED IF NEEDED PLANT SITE TO BE PROVIDED BY OWNER PRICE INCLUDED SAWING AND SEALING OF CONCRETE PLEASE ADD 8.25% FOR TAXES IF NEEDED REGRADING OF DITCHES AND OTHER EXCAVATION IS EXCLUDED BID IS SPECIFIC TO ITEMS LISTED, NO ASSUMPTIONS TO BE MADE NO IRRIGATION WORK IS INCLUDED ALL WORK TO BE PERFORMED UNDER TEXAS HIGHWAY -HEAVY WAGE RATES NO FRANCHISE UTILITITY RELOCATIONS OR WORK IS INCLUDED. BID PROPOSAL SUBMITTED BY: TISEO PAVING CO. 419 E. HWY. 80 MESQUITE, TX 75150 (972)289-0723 SHANE PATE, ESTIMATOR