-,
BLUEPRINTS AT ADDISON CIRCLE CALENDAR FOR COMPLETION AND UNVEILING January 4, 2000 January 15, 2000 February 11, 2000 February 15, 2000 February 25, 2000 March 6, 2000 March 15, 2000
March 17, 2000 March 25, 2000 March 30, 2000 March 31, 2000 April 13, 2000 Sculpture erection begins, road closures begin Enclosures printed Printing of first 80 posters to be mailed
out to media and art community First mailing of posters and enclosures Second mailing of posters and enclosures Third mailing of posters and enclosures Road closures are over Fourth
mailing, full poster and invitation to event, mailed to full mailing list of 430 people Interpretive panels installed Dedication plaque is installed Sculpture is completed Unveiling
event 
; 􀁾􀀻􀀭 -. JUN 2 9 1999 PANELS k Of! '; , 1. THE VISION: A landmark sculpture for the Town of Addison that celebrates the history, development and future growth of this progressive
community. 2. THE ARTISTS: The Town of Addison solicited concepts from select artists from around the world. Mel Chin and Michael Van Valkenburgh were awarded to help make the vision
a reality. 3. THE CRAFTSMEN: The vision of the artists was equaled only by the resourcefulness and perfection of the engineers and craftsman selected to construct the sculpture. 􀁾􀀠
4. A MILLENNIUM EVENT: J As the Town of Addison 􀁰􀁲􀁥􀁰􀁡􀁲􀁾􀁯 jump into a new millennium, it is pleased to unveil a piece of public art that will serve as a landmark of the long and
proud history of Addison in the making for generations to come. 􀁾􀀩􀀠 C£)p( 􀁾􀀱􀀲􀀭 ---r1:t(i 􀁾􀁾􀀠 q-( 􀁾􀁈􀁴􀁓 flOC6\1S.\2.. . 
The Vision: A landmark sculpture for the Town of Addison that celebrates the history, development, and future growth of this progressive community. The Artists: The Town of Addison solicited
concepts from select artists from around the world. Michael Van Valkenburgh and Mel Chin were awarded the commission to help make Addison's vision a reality. Michael Van Valkenburgh
Landscape Architect Mel Chin Artist and Sculptor 
The Craftsmen: The vision of the artists \/Vas equaled by the resourcefulness and ingenuity of Le Messurier Structural Engineers, Westerchil Construction Company, and Big 0 Metalworks,
the engineers and craftsmen selected to construct the sculpture. A Millennium Event new millen' , it is pleased to unveil a piece of public art that will serve· as a landmark of the
proud history of Addison, and the history it is making for , 
Budget for Blueprints Event Event budget is based on attendance of 300 people Catering $24.00 X 300 people $ 7,200.00 Conference Center Rental $ 1,275.00 Entertainment Cindy Horstman
$ 750.00 Flowers $ 300.00 Total $ 9,525.00 
Schedule for Art Piece Construction and Unveiling September 6,1999 September 7-10, 1999. September 13,1999 September 20,1999 September 22, 1999 September 27,1999 October 11, 1999 October
13, 1999 October 14,1999 October 25, 1999 November 8, 1999 November 19,1999 November 20,1999 November 30, 1999 December 1, 1999 December 7,1999 December 9,1999 December 12, 1999 Construction
yard is set up Jeff and Carmen meet with Post Properties and retailers around the circle to explain dates and procedures for coming road closures Big D moves onto the site and begins
fabrication Street closures begin, Addison Circle is closed to through traffic between 9:00 a.m. -4:00 p.m., Monday through Friday Posters are printed, rolled, and stuffed into tubes
for mailing First mailing of poster section, with enclosure, to art community and media Second mailing of poster section, with enclosure, to art community and media Fabrication begins
on interpretive panels Dedication plaque for center of piece is ordered from foundry in California Third mailing of poster section, with enclosure, to art community and media Full poster,
with invitation to unveiling event, is mailed out Big D completes fabrication Street closures end, Addison Circle is re-opened Dedication plaque is installed in center of circle All
site work. lighting, and irrigation completed Interpretive panels installed on southwest corner Art piece unveiling event, piece is lit. then turned off Holiday Open House; piece is
lit again for residents and remains lit 
Budget for Design and Production of Posters Design and Photography Michael Morris Designs $ 5,040.00 Chris Kraft Photography $ 1,600.00 Subtotal $ 6,640.00 Production Full Series of
Mailings 80 Posters @$1.50 $ 120.00 240 tubes @.65 $ 156.00 Postage @$3.00 $ 720.00 Printing of Enclosures $ 2,000.00 Subtotal $ 2,996.00 Poster Only Mailings 400 posters @$1.53 $ 612.00
400 tubes @.65 $ 260.00 Postage for 400 @$3.00 $ 1,200.00 Mailing labels' $ 235.00 Subtotal $ 2,307.00 Total $11,943.00 Amount budgeted: $15,000.00 $10,263, production, tubes, printing,
and first mailing to be spent out of 1998-99 fiscal year budget. $1,680 for last three mailings, to be spent out of 1999-2000 fisca. l year budget. . 'Price quoted is for 1000, 1-color
labels. Four color labels would be $535.00. 
Budget for Design a Construction of Interpretive Panels Design and Photograp Michael Morris Design $13,650.00 Chris Kraft Photogra y $ 4,500.00 -􀁾􀁉􀀧􀁾 􀁁􀀡􀀺􀀮􀁾􀁉..rt-Subtotal $18,150.00
􀁾 􀀭􀁱􀁾􀀠 Production 10 panels with 4-color photography on both sides $29,280.00 1c ........". ( 5 panel stanchions $25,000,00 --'//VlJv Be... Subtotal $54,280,00 Site work: landscaping,
irrigation and lighting modifications $ 3,000.00 Subtotal $ 3,000.00 Total $75,430.00 Amount budgeted: $50,000.00 
Budget for Blueprints Event Event budget is based on attendance of 300 people Catering $24.00 X 300 people $ 7,200.00 Catering to be done by Dallas-Addison Catering 􀁾􀁾􀁓􀀠CORfer9Rs8
CeFiter Rental $ 1,275.00 Entertainment Cindy Horstman $ 750.00 Flowers $ 300.00 Three arrangements, to be purchased at Mille Fleur Decorations $ 2,500.00 Decorations for conference
center, and ceremonial light switch for Mayor and Council to use to light piece Total $12,025.00 Amount budgeted $15,000.00 All expenditures to come out of 99-2000 fiscal year budget.

r-·· It SEP -2. 1999 Le..! . 􀀧􀀭􀁟􀀭􀁟􀀢􀁣􀀺􀀮􀀺􀀮􀀻􀁩􀀻􀀧􀀭􀀧􀀢􀁬􀀺􀀢􀁾􀀮􀀠".-. (972\450-1000 5300 Belt Line Road FAX (972) 450-7043 MEMORANDUM September 2, 1999 TO: Lea Dunn, Assistant
City Manager Chris Terry, Assistant to the City Manager FROM: Carmen Moran, Director of Development Services SUBJECT: Budget for art posters and art piece event Please find attached
the preliminary budgets for the poster to introduce the art piece, and the art piece dedication event on December 9, 1999 At this point, I have budgeted $15,000 for each item. However,
I may have some additional costs that exceed what I have anticipated. On the posters, the design fees with Michael Morris may exceed what I have budgeted. We added the design of the
enclosures to his scope, and have not gotten an estimate from his as to his fees for that part of the design. On the event, we are basing our estimates on an attendance of 300 people.
Since we haven't even sent out the invitations, we don't have any way of knowing what our attendance will be. Therefore, I would like to budget $35,000 in the hotel/motel fund to budget
both of these items. Please contact me if you need additional information. I will continue to give Chris new budget estimates as I get more costs nailed down. 
Budget for Design and Production of Posters Design and Photography Michael Monis Designs $ 5,040.00 Chris Kraft Photography $ 1,600.00 Subtotal $ 6,640.00 Production Full Series of Mailings
80 Posters @$1.50 $ 120.00 240 tubes @.65 $ 181.32 Postage @$3.00 $ 720.00 Printing of Enclosures $ 2,000.00 Subtotal $ 3,021.32 Poster Only Mailings 400 posters @$1 .53 $ 612.00 400
tubes @.65 $ 494.50 Postage for 400 @$3.00 $ 1,200.00 Mailing labels' $ 280.00 Subtotal $ 2,586.50 Total $12,247.82 Amount budgeted: $15,000.00 $10,263, production, tubes, printing,
and first mailing to be spent out of 1998-99 fiscal year budget. $1,680 for last three mailings, to be spent out of 1999-2000 fiscal year budget. 'Price quoted is for 1000, 1-color labels.
Four color labels would be $720.00 
Budget for Blueprints Event Event budget is based on attendance of 300 people Catering $22.00 X 300 people $ 6,600.00 . Catering to be done by Antonio's and Kanpai Sushi Entertainment
Cindy Horstman $ 750.00 Flowers $ 300.00 Three arrangements, to be purchased at Mille Fleur Decorations used for lighting $ 2,500.00 Commemorative coins to be given to guests $ 1,050.00
Total $11,200.00 Amount budgeted $15,000.00 Most expenditures to come out of 99-2000 budget. 
"BLUEPRINTS AT ADDISON CIRCLE" FACTS SHEET • Addison Circle is the vision of the Town of Addison and Columbus Realty, which is now Post Properties. • Columbus Realty and the Town realized
the significance of the circle and sought ideas on how to create a center for the development. They knew it needed to be large enough to make a statement, and "Blueprints at Addison
Circle" was the exclamation point that the traffic circle needed. • Addison's original vision was the result of an Addison 2020 visioning group that was made up of Addison business leaders,
Councilmembers, P & Z Commissioners, and residents. • "Blueprints at Addison Circle" is located in Addison Circle at Quorum Drive and Addison Circle Drive. • Stands 45 feet high and
140 feet across. • "Blueprints" art piece weighs 410,000 pounds, each pole weighs 9,000 pounds. It took more than 650-gallons of custom-mixed, Sherwin Williams "Sharpie Blue" paint for
the piece. • Poles were made in Houston and tapered cones at the top of the poles were made in New Jersey. • Big D Metalworks of Texas and their subcontractors fabricated the sculpture.
• General contractors for the sculpture were Westerchil Construction. • Artists: Michael Van Valkenburgh and Mel Chin. -Van Valkenburgh is a professor in the Graduate School of Design
at Harvard University. -Chin is an artist, originally from Houston, how living in Burnsville, North Carolina and has been an artist in residence at University of Georgia and Stanford
University. • "Blueprints at Addison Circle" celebrates Addison's history and its future. • The five petals of"Blueprints at Addison Circle" contain detailed elements from the blueprints
used to build many ofthe city's buildings and parks. • Grand "Unveiling" event: April 13,2000 (6 -8:30 p.m.) all Addison residents, businesses and employees invited. • Total cost for
the sculpture is 2.1 million dollars, of which Post Properties contributed $450,000. For more information regarding "Blueprints at Addison Circle," please call Director of Development
Services Carmen Moran at 972-450-7018. 
ENVIRONMENTAL SERVICES 16801 We&tgrove Road (214) 450-2821 F ...imiIe (214) 931-6643 Post Office Box 144 Addison, Texas 75001 October 18,1995 TO: John Baumgartner, Public Works Director
􀁆􀁒􀁏􀁍􀁾􀁥􀁩􀁬 Gayden, Environmental Services Official RE: Trash Management & Recycling at the Urban Center In reviewing the proposed specifications from Community-Wide Systems for
managing trash and recycling in the Urban Center, we are compelled to make the following observations: -All trash receptacles and interfaces between trash compactors mechanisms and containers
must be watertight. -Proposed drains in trash handling areas shall be routed to the sanitary sewer and be protected from stormwater entrainment. -Garbage grinders are not permitted for
retail food tenants. Trash management consultant shall adjust retail trash specifications accordingly. -Specifications for recycling areas should include provisions for handling liquid
waste spills and residual contamination. -In all areas where trash and recycling containers containers are serviced, truck pads should be as least as strong as compactor and receptacle
pads and at least one-half the length of the expected service vehicle. This also applies to locations of four (4) yard dumpsters. Thanks for the opportunity to review these specifications.
I am available to discuss the contents of this memo at your convenience. 
ICOMMUNITY-WIDE SYSTEMS COLUMBUS REALTY TRUST TRASH MANAGEMENT Lead: Priscilla McKinney, Tom Wilkes Vendors: Noel Whitwoed Industrial Disposal Supplies 423-1423 Waste Management (Trash
pick-up) System/Process: COMMUNITY: Residential -I trash room (7'xI2') per 70 units containing hose bib, mop sink. drain, recycling contalner(s), and motion detector to control lighting.
30" square 2-hour rated hatch leads to 30"x30" trash shoot. All shoets drop at 90 degrees to a 3/4 yard compactor and 4 yard receiver container at nnish grade level. (All compactors
adjacent to residential units are on automatic shutoff set for 9 pm.) Compacted trash is . loaded on carts in sound-Insulated, grade level trash room (7'><291 with double-doer access
to the sidewalk and interior corridor, and has overhead maintenance storage. Carts are loaded every other day and pulled by a small private truck with back lift gate to one central container
with pre-crusher and high density 40-yard compactor. Central container area to include central central recycling bins and wash area (or carts. Phase one central container emptied twice
a month by outsid e contractor. &l!lIi!--I trash room (7'x121 per 6500 d. of retail area containing hose bib, mop sink. drain, recycling contalner(s). motion detector to control lighting.
and 1.5 cubic yard containers at I per 3000 sJ_ for large foed preparation tenant waste. Large tenants have industrial grinders connected to service sinks to dispose foed waste to city
sewer. 90-gallon containers are provided to each small tenant and transported with 1.5 cubic yard farge tenant containers to central 40-yard compactor once a day. Debbie ladd Bluebonnet
(Construction Material Disposal and 63()"S222 Recycling) CONSTRUCTION: 4()..yard containers provided by outside contractor for separation of scrap woed. metal, and corrugated cardboard
during the construction process. Containers transported to recycling center by outside contractor. Fees levied for containers. wd pick-up. llll1d fill fees absorbed by contractor wd
returns for separated material shared by Columbus. 
ICOMMUNITY-WIDE SYSTEMS COLUMBUS REALTY TRUST RECYCLING SYSTEM Lead: Priscilla McKinney, Tom Wilkes Vendors: Noel Whitwood Industrial Disposal Supplies 423-1423 Kathy Hare Balcones Recycling
638-2471 System/Process: COMMUNITY: Residential --290-gallon containers for recyclable material (paper, aluminum, and cardboard) stored in each trash room. These containers are replaced
with empty containers once a week and taken to the central collection area (adjacent to the 40 yard compactor) for weekly transport by an outside contractor to a recycling center. Corrogated
cardboard to be deposited in collection bin adjacent to 90-gallon containers in trash room. Maintenance people collect, break down, and deliver carrogated material to one of two frontloading
6-yard containers in the central collection area for weekly transport. Retail --90-gallon containers are provided to each small tenant for recyclable material (paper, aluminum, and cardboard).
These containers are replaced with empty containers once a week and taken to a 4-yard container in the central collection area for weekly transport by an outside contractor. Corrogated
cardboard is deposited in a collection bin in each retail trash room. Maintenance people collect, break down, and deliver corrogated material to one of two front-loading 6-yard containers
in the central collection area for weekly transport. CONSTRUCTION: 40-yard containers provided by outside contractor for separation of scrap wood, metal, and corrugated cardboard during
the construction process. Containers transported to recycling center by outside contractor. Fees levied for containers, and pick-up. land fill fees absorbed by contractor and returns
for separated material shared by Columbus. Debbie Ladd Bluebonnet (Construction Material Disposal and 630-5222 Recycling) 
RAMJET"® PRECRUSHER STATIONARY COMPACTOR lEFT SIDE lEFT SlOE RIGHT SIDE ROLL,OFF CQ.\<1PACTION CONTAINER RIGHT S!CE NOTE: lEFTHANO OR AlGHTHAND IS DEFINED BY FACING THE REAR OF THE PACKER
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OPEN TOP ROLL-OFF CONTAINERS • Flame cul from 1·114" steel, the lilt hook goes through 3/4" HIt plate and full welds on both top and bollom of pull plale. • lOS [.Uch handle provides
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gussets go under crossmember ana up front wall. Longer lile is assured by lubrication through zerk fittings, • To decrease main· tenance, heavy duty three piece hinge has zerk fittings
al each wear point. Hingo tongues on comer posts are welded on three sides tor grealet strength. Oe3ign and lIPeci!icatioo$ subject to change without nollca. 􀀽􀀭􀀽􀀺􀀺􀀺􀁭􀁴􀁾􀀴􀀠 INDUSTRIAL
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-tensile plate Front and Sides • 11 gauge sheet Rub rails· 3" 4.t lb. structural channel Top rails. 3" X 4" X 1/8" rectangular tubing Side braces· 3 X 5" columns on 30" centers Wheefs
• 6" X 9'" sand pads on front • 8" X 1.2" rollers on rear Tailgate • 11 gauge sheet Tailgate braces. 10 gauge Cable hook' '·114" plale Extra heavy duty specifications include: 114" lloor
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;ubic Yard -Low Design and speCllicaliQflS subjecl to cnange withoul 􀁦􀁉􀁏􀀡􀁩􀁣􀁾􀀮􀀠 iHI$ COMPACTORtSiE 􀀨􀁏􀀮􀀱􀀬􀁬􀀿􀁾􀁃􀁈􀁬􀁏􀁏􀁁􀀠 SWHS ANO STOPS IMnEZA ! 􀁾􀁁􀁁􀁁􀀠 ReMOTelY
iif1.l0r,:,I,lE"n San Antonio Houston Plano (Dallas) Oklahoma City P.O. Box 8175 PO. 30:< 92.;172 ?O. Bo.,< 7e"; P.O. Box 􀀺􀁾􀀲􀁓􀁉􀀠 18208 :-701& 􀀷􀀳􀁩􀁾􀀲􀀠 INDUSTRIAL DISPOSAL SUPPLY
COMPANY 􀁾􀀱􀀲􀀱􀀲􀀲􀀷􀂷􀀳􀂷􀁧􀀺􀀠 􀁾􀀢􀀠--,,--".. ,.-􀁾􀀠􀁾.􀀠 
__ __ ,". \ -Specifications STD HD Helps extend the benefits of compaction to Cylinders (2) ;111 areas of your operation (while keeping Bore 3" 4" uipment investment to a minimum). Rod
1-114" 2-112" r park systems, shopping malls, large Siroke 16" 25" (i-building plants. Global's heavy Hydraulic Pressure 2000 psi 1350 psi .:art Dunlpers are designed to handle Hydra.Pump
Capacity 3 gpm 10 gpm toads of up to 5,000 Ibs. All equipMotor Size 3 hp 10 hp -----conforms to applicable ANSI 􀁚􀀲􀁾􀀵􀀮􀀱􀀠 Controls Manual Electrical , standards. Cycle Time 36 sec.
26 sec. Weight Capacity (lbs.) 0-2,500 2,500-5,000 liLT TRUCK CUSTOM ENGINEERED CONTAINER DUMPERS DUMPER... For applications with pre-existing, non-standard containers, Handles molded
plastic tilt trucks of the Global can design a custom dumper to meet customer specifica----Rubbermaid'variety. Designed to automatj· tions. Contact Global for more information! This
equipment conforms to all applicable ANSI Z2.tS.:! Safety Standards. _tcally capture and hold the the tilt truck during dunlping without mechanical locks to maintain. • Container casters
are designed for ma:.;imum towing speeds of:; mph oVer smooth surfaces. Information on optional tawing designs is a1/al1able from Marathon. "I IN-PLANT "TRAINABLE" c COI\lTAINERS Available
in 2 cu. yd. capacity and ruggedly designed for in-plant use. Engineered to ::;:::::::::work with Global container dumpers, the carts Come with standard 1,000 lbs capacity polyurethane-tired
casters .... "Trainable" Container options include: ___1.600 Ibs" polyurethane-tired caster; \ sleeves for interchangeable use with ___front foaders; tow bars for "trainins" \) containers
("trains" can be towed by \ ___f_o_r_k 􀁬􀁩􀁾􀁦􀁴􀁾􀁏􀁟􀁲􀁾􀁳􀁾􀀻􀀺􀁮􀁮􀀺􀀮􀁩􀁬􀁟􀁡􀁟􀁲􀀠􀁵􀁟􀁮􀁟􀀻􀁟􀁴􀁟􀁊􀀮􀁾􀁾􀁾____________􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺􀀺􀁾􀁾􀀺􀀺􀁾􀀺􀀺􀁾􀀻􀀺􀁾􀁾􀀻􀀻􀁾
􀁾􀀺􀀺􀀺􀀺􀁾􀁾􀀺􀀺􀁾__􀁾__ I spediiGltions are subject to changO! notice 10 accom· modate equipment imprrwements. Picturt';; Qn Ihi$ brochur\! arlt il!U$ir;:,tiV\! on!on!v. Products
must b\! insta\!t'G in conformilv with !lHHtbt' A:\lS! L!·EL2 . 􀁾􀁾􀀱􀁾􀁾􀁾􀁀􀁾􀁾􀁾􀀧􀁾􀁾􀁾􀁢􀀷􀁾􀁾􀁲􀁾􀁾􀁴􀁾􀁾􀁾􀁾􀁾􀁦􀁾􀁾􀁾 􀁾􀀮􀀠 , I. 2 Container is rolled onto dumper arms. Global
3 0' 10 hp power pack is 􀁡􀁣􀁴􀁬􀁾􀀠 vated from outside the railed area. DOCK LEVEL Push button ease for what could be a backbreaking job if handled manually. Ideal for ...........industrial
plants where waste is accumulated in many different locations. The Global \ dumper is powered by a separate 3 hp 3 .-:-'gpm power pack (standard duty only) with 􀁾􀁩􀁴􀀧􀁳􀀠own 􀁮􀁯􀁮􀁾􀁯􀁦􀁦􀀠contro
ls" and a "sustained manut3t pressure controL" This gives 􀁣􀁯􀁭􀁾􀀠 plete control to the opera tor at any stage. GROUND LEVEL . 􀁾􀀠 '-'1/VerticaZ posiSpe<:ial guardS prevent spillage
or 􀁴􀁥􀁡􀁫􀁾􀀠 j Ir [ \ Container is titled a full 43 degrees tion, past vertical. assuring <=omplete deanout. age. Operator Dumping cyete is has full corHrol 26 sec. for the HD of
cycle at all and 36 sec. for the times, ," 'ii standard. -I M ,1,,_.•«>0 
TOTER WORKSAVER SYSTEMS COMBINE ERGONOMICALLY DESIGNED CONTAINERS ) WITH TOTER AUTOMATED LIFTERS ERGONOMICS TILT TRUCKS 112,1, & 1-112 CUBIC YARD See pages 8 & 9 ) UTILITY TRUCKS 12,
16, & 20 BUSHEL See pages 10 & 11 􀁍􀁇􀁂􀁉􀁾TRUCKS 1, 􀁾 Hl2gUBIC YARD See.pages 12 & 13 J.' .. CASTER & TWO-WHEEL CARTS 35. 6Q, 90 I 32, 64, 96 GALLON See pages 14 & 15 TILT TRUCKS
UTILITY TRUCKS MOBILE TRUCKS AUTOMATED CASTER CARTS AND TWO-WHEEL CARTS AUTOMATION AUTO-TILT TRUCK LIFTER Dumps up to 2500 Ibs See page 18 SWING-AWAY LIFTER Offers unparalleled flexibility
See page 17 Dumps up 10 96" high See psge 17 ! ECONOMY LIFTER Va(lOU5 styles to /a 8'/ery budget See page 19 
I lIlTU...... IVS:n'C..· Ergononlics in 􀁍􀁯􀁴􀁩􀁯􀁮􀁾􀀠 AUTOMATF . CARTS & TWO-WHEEL l"MRTS A•\' J' • Rugged construction and mobility offer ideal service for handling of wastes, recyclables,
confidential documents, foods, and in-plant materials. • 96 gallon cart is equivalent to a 1/2 cubic yard truck at a fraction of the cost. • Caster Carts have two large wheels and two
swivel casters for maximum maneuverability and easy handling, and do not require tilting to roll. • Available in USDA acceptable and FDA approved materials and colors; meets OSHA and
sanitary requirements. • Rugged, one-piece, seamless polyethylene body. • Optional, permanent lids cannot be lost and are available with a wide variety of recycling options, as well
as lid locks and locking hasps. • Both caster and two-wheel carts are nestable fully AUTO CASTER CART SIZES: 35, 60, Q" A,LLONS assembled with wheels and lids. AUTO TWO-WHEEL CART SIZES:
32, 64;'96 GALLONS -MANUAL UNLOADING OR AUTOMATED DUMPING COMPATIBLE LIFTERS: GROUND LEVEL LIFTER VERTICAL LIFTER & SWING-AWAY LIFTER See Page 17 MOBILE LIFTER STAND MOUNTED LIFTER &
ECONOMY LIFTERS Superior ergonomics = more user friendly See Pages 18 & 19 Automation = greater safety & productivity Multiple bottom chimes (wear Molded top rim for added cart One-piece
molded-in handle for strips) protect against dragging strength and rigidity. easier handling and sealed cart and extend cart life. interior. NOTE: For manual handling applications Toter
recommends the user refer to OSHA regulations and other appropriate industry guidelines for manual weight lifting limits . . l' . 
No. Description Overhead . 111.S cm 243.8 cm I STAND MOUNTED LIFTER .• Designed for dependable, economical dumping of small containers in a fixed location. • Safer and more efficient
than manual lifting and dumping. • Available in USDA acceptable and FDA approved materials. • Dumps WorkSaver containers from 32 to 96 gallons (112 cubic yard). • Adjustable dump height
for operating flexibility. • 1.5 H.P. lifter dumps up to 350 pounds in seconds. • Fast, easy installation. • Container compatibility: Automated Caster Caris (see pgs 14 & 15). Automated
Two-Wheel Caris (see pgs 14 & 15). LIFTERS MOBILE LIFTER • Forklift transporiable for dumping WorkSave'® containers in multiple locations, eliminating the need to install numerous fixed
lifters. • Safer and more efficient than manual lifting and dumping. • Available in USDA acceptable and FDA approved materials. Dumps WorkSaver containers from 32 to 96 gallons (112
cubic yard). 1.5 H.P, lifter dumps up to 350 pounds in seconds. Heavy duty steel frame counterbalances the weight during dumping. Ships completely assembled, ready for connection to
power source, Container compatibility: Automated Caster Caris (see pgs 14 & 15). Automated Two-Wheel CariS (see pgs 14 & 15), Electrical '-'. j Part No. Description Dimensions Overhead
Load ·2024 Ulter AUTO-TILT TRUCK LIFTER • Ideal solution for dock level dumping of heavy, large volume containers. • Dumps all WorkSaver Automated Tilt Trucks -112, I, & 1-1/2 cubic
yards. • Safer and more efficient than manual lifting and dumping, • Available in USDA acceptable and FDA approved materials. • Patented 3 H.P.lifter dumps up to 2500 pounds in seconds.
(U.S.Patent NOA,948,324 and 5,006,039). • Durable dumper is inexpensive to operate, :. Steepdump angle empties container completely. • Weather resistant for outdoor use. • Container compatibility: Automated Tilt Trucks (see pgs 8 & 9). No. Description . 18Overhead I Electrical
Electrical Ship 
Joseph lYicBee .l;.lQi.lI· Ceda"r-'view RCI2\Q Dallas, Texas 75287 30 J'uly ,.996 MH. John Bomg"wl;ner City Engineer-TC1WYl elf Addisor, Se,."'vicf't Center 15801 Westg,'ove 􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀀠
Texas 75248 Deal''' 􀁓􀁩􀁲􀀢􀀧􀁾􀀠 􀁾􀁬􀁥􀁡􀁳􀁥􀀠consider my applicatioJ Research and Deve1clprnerJt f,or 􀁃􀁜􀀢􀀧􀀧􀀧􀁏􀁓􀁾􀀠 0';"1 .. The immirler"lt compieticn"j CiT Addisc!Y"l Circle".
Bt"'yan-c 1 ......_ excellerrb develt:'pfl1eY'.t., wi 11 cl''''eat e a 1""leed fCtr 1CICCI. 1 Ct"'CISS-\0 ()Wl"I tt'anspor-cai;ie'r, that will not be sati.sfied by the existi,",£) DART
system... Some (or ma:{"IY) clf the "r"esiderd;s will Y'11:lt owrl BLltos; and, sim::e there are ,..,0 supet'mad<ets ir, Acldisc'Y1, tl"ley will ,",eed access to 2\ cc(Y)venient "tY'olleyll
system that wi 11 􀁴􀁾􀀡􀀭􀀼􀁥􀀠 them either' east te, Beltline and P,-eston Road 􀁯􀀬􀁾􀀠 ,,,,,,st to Midway "md Trinity Mills. These two loops would give not only them but also n1qi"iY
hCltel gL\es't;s and office emplc'yees access tel f!1c:fFIY mat'">k.ets, shops, and 􀁲􀁥􀁳􀁴􀁡􀁵􀁲􀁡􀁮􀁴􀁳􀁾􀀠 These special purpose vehicles should be: self propelled, quiet, flexible,
environmentally friendly; and, Most of ali, enJc'yable. if l were given the oppc'rtunity to research and develop a viable solution that woulc satisfy the need for these special purpose
vehicles 1 would taKe the 􀁦􀁯􀁬􀁬􀁯􀁷􀁩􀁹􀁾􀁧􀀠 􀁳􀁴􀁥􀁰􀁳􀁾􀀠 1. Obtain a $500,000 gr 2. Dc. a trade study to ; is Local Tral',si t Systen, i R. Identify the 􀁥􀁾􀀠 .', ' B. Determine
the q, '.,. , .' ., -": ' c. Examine the adv ','r elf power pla,..,t 0 Fu CI Ga e, Na 0 Sc, 0 So! D. Develop an 􀁡􀁣􀁣􀁥􀁾􀁟􀁾􀁾􀀽􀀠 􀀽􀁸􀁾􀁾􀁲􀀧􀁌􀁑􀁲􀀠conTlguration that the people
will enJc'y. The vehicles 'that people have histctrically welcomed frotrt 􀀧􀁾􀁨􀁩􀁳􀀠 "enJoyable ll point of view include, btt'c are nett Y"lecessat"'i ly 
limited to: A surrey Ilwith a fringe on topll, hansom cab$.. horse-dt"av.rfl ClpeY'1 car"'''iages, LCIY'ldoY':' S ooubledeckers, C\Y',d rnelst pClpU I a ...", Sa"!'"1 F..."'a'l'"!c i
SCt;:I Ys cabl e 􀁣􀁡􀁾􀀧􀁳􀀮􀀠 Thet'e is )'"I':.thi)'",g fIlore cheer'ful them the sc.emd of a cable car's bell. Addison would do well to i)'",cc.rpc.rate OIt least some of the gaiety
feOltures of these vehicles. PreDare a procLn'ement specificatic)'", fat' 'the final baselil',E) .:>f these vehicles. F. Solicit bids from the I)'",dustry and award a cOl'"d;ract to
the lowest qualified bidder. G. Coordi)'",ai::e the building, testi)'",g and acceptance of this loc.. l trOlnsit system. Rs an experienced applied scientist I k)'",e.", e.f the effc.rt,
OIttentio)O, a)'",d patience reqllired 'ce. satisfy the requireme),",ts of this pre'Ject. I have ce.nfidence that my experie)'",ce a)'",d eciucation have p"epi?red me tc. we.rk well
with e.thers a)',d te. respo)'",d creatively to changes, crises, and added responsibilities. I am very excited about the potential benefits this proJect would pt'oYide to the Tow)',
of Addison. I would be pleOlsed to meet with ye'Lt, te. discuss this possibility fLtrther, at ye.ur earliest CCt}'",veY'1 i erlCE" 􀁾􀁾􀁥􀁳􀁰􀁥􀁣􀁴􀁦􀁵􀁬􀁬􀁹􀀧􀁊􀀠 􀁾 􀁖􀁜􀁬􀁾􀁜􀁬􀁕􀁦􀀠
􀀨􀁊􀁪􀁯􀀧􀁾􀀻􀁾􀁨􀀧􀁍􀁣􀁂􀁥􀁥􀀠 (214) 250-2606 Betty Salem -Director of Personnel Carmon Moran -City Secretary, Planning & Zoning Bryant Nai 1 Ce.l umbus Realty T"Ltst 15851 Dallas
Parkway Ste 855 Addison, Texas 75248 
,JOSEPH MCBEE 4104 CEDARVIEW ROAD DALLRS, TX 75287 (2:14) 2512'-26'2,6 FORMAL EDUCATION: AS-93 GPA-3.51 CCCC-Plane" Texas 11121 hCll..lrS 1;clvJal'"'d 􀁂􀁓􀁃􀁅􀁾􀀠 12 hClurs CC1mpI..tter
ScieY'lce WORK SUMMARY Appl ied Scient ist Research and Analysis 1 i y,'s Research and Development Special Gre.ur,d Vehicles ;:::1 y,'s Architectural design, plans & specification preparation
Engineering estimating, marketir,g, cor,tract negotiation Jr. Programmer, Basic, Visual Basic, Tln'bo Pascal Data Processor: C/PM 11 MS-DOS WORDSTAR 4. 1: 10 + yrs Literate ir, LOtlls123,
DBase II, Windows 3.1 EYlgaged in t"'eseat"'ch arid devel':'pmsYlt of special purpc1se g'r"'cli..tY"ld vehicles, engineering, drafting, 􀁤􀁥􀁳􀁩􀁧􀁮􀁾􀀠 scheduling, planning, marketing
and prodl.lction tasks that have irlcluc!ed larniY"lated polymer plastic products, systeMs engineering, design, plaYlning, schedulir,g, arK! r..n-'odl\ctiOYI of special f'adaY' antenna
pY"oductic,rl" arid mCfbile staff 􀁡􀁳􀁳􀁩􀁧􀁮􀁭􀁥􀁮􀁴􀁳􀁾􀀠 purpc1se missile gr()uY'ld program vehicles., maYlager" PROFESSIONAL EXPERIENCE Self Employed and College Studer.t (1990-1995)
Scier,ce Appl icat ie'r,s Interr,at ional Corpe,rat ion, La J,:,11a, CA 2L..􀁴􀁯􀂣􀁩􀀲􀂧􀀡􀀱􀁟􀀱􀁌􀀡􀁾􀁅􀀺􀂧􀁩􀀮􀁩􀀮􀁇􀀡􀀵􀁬􀁑􀁲􀀠 Appl ieel Science 􀁡􀁲􀁾􀁤􀀠 Technology Divisi':'n:
iSep"terober 1980 "te, Septembe,-1990). Developed design & performance requirements and program plans for special vehicle support of major weapons system platforms. Vought Corporation,
a LTV CO. Dallas, Texas (1957 to 1980) Performed desigr, er.gineeri)'",g studies ar,d techrdcal ar.alyses for special grolmd vehicle eqclipment requirements fe", be,th the US f.lirfe.rce
arid Naval Air Services. Soe,dyear Aerospace Corporat le,)'"., Li tchfield Pk, RZ (1952 te' l. 955) §§tniQ!:_l:1§t§:i!HLi;';r!!lil:!!ll!lll:: Respor,sibi 1 it ies rarlgeci from desigr"
plal',nirlg arid schedlllir.g to productio)'". engir,eer. PERSONAL Member Netie.r,al He.ne,,' Se.ciety. Graduated 34th of a class e,f 4Bl PhOarfi){ Uri i CIY't Hi gh School--43" Phoerlix,
Ari ZOYIC(" Hobby, Gc,lf ar,d reading (Histc,rical and Western y,ovels). References Avai lab Ie if ,'equested. 1 
H. W. K., Inc. ASSiU MaJlagemeHt S.:::n'lces POSt Office Box 427 Addis(Hl.. Te,(3s 75001 (i 14) 239-JJl4 Febnlary 22, j 995 Mr. Carmen Momll 450-701Bd Town of Addison 960-7684 <, Post
Ofttce Box 144 Addison, TX 75001-0144 RE: Compre,hensive Plan Amendment impact Oll laud on the south side of Airp' ' Parkway Deal' CllJ:rnell: Thank you for discussing the referenced
request with me this morning, I would like [0 reduce my concerns to writing tor Y'" If record. It is my unelerst.'lnclil1g the land on the south side of Airport P"rkway is not to be
in tile Urban Center/Special Events District and therefore high density "',idential use wou.ld not be permitted Oli same. I was very gJad to hear that you and 1 w<'re in at: 􀁲􀁾􀁥􀁭􀁥􀁮􀀡􀀠011
the followhJg: 1. The cunently penuilted cOHl.1l),crc,ial uses and development rights Oil the land on the south side of Ai'1)ort Parkway would not be affected by the adjoining residential
uses or Urban Celiter District. 2, Being outside of the district, the subject Jand sbould not contribute land or mon,'y fOt roads to service the district, The subject property has already
contributed land and Uloney for Airport Park""ay, Addison Road and Quorum Drive, The stlbjec;t land does not need and would not benefit from additional road £I'ontages. For the record,
as the district road system is cUl1'entiy proposed, we are not in favor of the Comprehensive Plan amendment. Sincerely, 􀁾􀀣􀁉􀀡􀁾􀁾􀀠 S. Kent Hope CC: John Baumgardner Town ofAddison
450·2886 post·lt' Fax Note 7671 'khfi le.s\hrcorr.,laddison.OO1 To Co.lDapl. phone Ii Fax #" G<f3 ., --,---, -_.,-_. Date ... from Co, Fi;:d 
... ,_. 􀁾􀀠 Co c. '1/,ri II I tr ..' I..J.. __ . 1 l ..' ,-....:, ( " I I , . i I : 􀁾􀀠 j I ..... i: -, ._, J U ' '., I . '.... .......J .r-=. I I I I , ,, 'li\ , 􀁾􀀬􀀮􀀠,-' 􀀧􀀧􀁾􀁾􀁾􀀮',',􀀧
􀁾􀁾􀁉􀁜􀀠 􀀬􀀬􀁾􀁜􀁜􀁜􀀠 " 􀀬􀁾􀀠 \ \ 􀁉􀁾􀁜􀀠 ll'i t; I PL"lA II ! 􀁾􀀠 " 􀀬􀁾􀀠 .:f ,I ; I, l , ,I ,I , ,I J .,, ( " " 
,214j450·70ClO Post Office BQI\ 1..l4 􀁁􀁤􀁤􀁩􀁾􀁣􀀬􀁮􀀮􀀠􀁔􀁾􀀧􀁘􀀺􀀧􀁬􀀤􀀠 75001-0144 FAX "214) 960·7684 l?LANNING AND ZONING COMMISSION NOTICE OF HEARING CASE NO: Comprehensive plan
Amendment LOCATION: Appl:oximately 106 acres bounded by Dallas Tolhlay on the east, a line 300 feet south of Airport Parkway on the north, Addison Road on the west, and the St. 􀁌􀁯􀁜􀁾􀁩􀁳􀀠
and Sout.hwestern Railroad line on the south. APl?LICANT; REQUESTING, Amendments to the Comprehensive Plan, Section 4.8., Special Districts, and section 5.4, Private Use of Land, so
as to provide for an U:t:ban Center and special Events District, replacing provisions for the Old Addison Speoial Distriot, establishing policies for land uses and design that enables
..""'. integration of higher density residential uses, retail and office uses, and speoial events (public) usesylithin the distriot, and setting boundaries on the comprehensive plan
land use map for such districts. A public hearing to consider the above noted case has bee.n 5cheduled before the PLANNING AND ZONING CO/-1MISSION: at: 7:30 P.M. on THURSDAY, FEBRUARY
23, 1995. ThE> hea.:ing will be held ·in the Council Chambers 0'£ Town Hall at 5300 Belt Line Road, Addison, Texas. PlansL drawings, and reports subwi􀁴􀁾􀁥􀁤􀁊􀀻􀀾􀀺􀁌􀁴􀁨􀁅􀁜􀀮􀀠applicant
are 5IvailaDre--;f5r pubIic-1.nspecGon--a:'t the 􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀁔􀁯􀁷􀁮􀀭􀀧􀁈􀁡􀁬􀁲 irr-53 00 Bert Ll.n8 􀁾􀁡􀀭􀀭􀀻􀀭􀁮􀁥􀁡􀁳􀁥􀀠􀀼􀀧􀁦􀁡􀁔􀁲􀁾􀀭􀁣􀁡􀁲􀁭􀁾􀀮􀀮􀁉􀀡􀀭􀁍􀀹􀁸􀁡􀁬􀁬􀀠
(45 0-1.O..1.8..)....i.f .. jU).u_llava.., questions about the district. The Commission desires that all persons interested in the matter be informed of the public hearing. Even if you
do not wish to testify on this matter, you and your neighbors are invited to attend. PROPOSED AMENDMENTS TO THE COMPREHENSIVE PLAN DO NOT CHANGE ZONING OF PROPERTY WITHIN THE URBAN CENTER
AND SPECIAL EVENTS DISTRICT. 
•.1._:, 􀀢􀁾􀀮􀁦􀁬􀀺􀀮􀀢􀀢􀀧􀁾􀀢􀀢􀀻􀀧􀀻􀀻􀁾􀀢􀀻􀀧􀀠 :··.... 1 ! iff;.<: i' .... : ,: : .:.1'" "'"'.' i, 1,;,",(-: U;i;'?N 􀁬􀁾􀀢􀀻􀀬􀁾􀀠 !Hq1d\,.,t \;j •./.,1111Hf, 􀁜􀁟􀀧􀁾􀀡􀁾􀀢􀀬􀀺􀀠No:
􀁪􀁬􀁌􀁌􀀯􀀮􀁉􀀺􀀬􀀮􀁾􀀬􀀩􀁪􀀺􀁮􀁦􀀩􀁢􀁬􀀱•..; 􀁩􀁾􀀺􀀻􀁩􀀬􀁾􀁨􀁽􀀧􀀠 􀁲􀁮􀁾􀀺􀀺􀁴􀀠;,111 Ltl1i.: >,l.e. i-\in·....:.'d:; 1'1')(,:1 ;\ddj "(Ij.J !(::<a) 􀀺􀀮􀁾􀀩􀀠dw 􀀮􀀻􀀮􀁜􀁾􀀻􀀻􀀬􀁌􀂷􀀻􀀨􀀧􀀡􀀱􀀠
􀁐􀁇􀁦􀁫􀁩􀁮􀁾􀁾􀀠􀁧􀁾􀁬􀁲􀀰􀁆􀀧􀀮􀀭􀂷. .p ....: '!.,.'urr:::-;lly 􀁲􀁨􀁾􀁩􀁔􀀬􀁾􀁮􀀨􀁾􀁴􀀺􀀠􀀧􀀮􀀺􀀬􀀧􀁲􀀻􀁅􀁩􀁋􀁲􀀬􀁪􀁾􀁩􀀠n',,<,":, Uf:li 􀁤􀀼􀀺􀀧􀁉􀀮􀀧􀁉􀀻􀀻􀁾􀀻􀁏􀁰􀁬􀁴􀁾􀁴􀁨􀁾􀀠
, .. j ;! • ,! ,'.,::'"' f\'..:-:". 􀀧􀀻􀀺􀁾􀀡􀁹􀀠WOU !.:J n('li 􀀻􀁜􀁮􀁻􀀬􀀬􀁜􀁾􀀻􀀻􀀺􀁜􀀡􀀠hy i 􀁨􀁾􀀭 􀀻􀀡􀀮􀁾􀀮􀀻􀀾􀁾􀀻􀀠,'.>*,? 􀁲􀁥􀀻􀀻􀁬􀁤􀁩􀀮􀀺􀁮􀁴􀁩􀁾􀁬􀁩􀀠\1se.'\ 􀁾 '.;' 􀁃􀁲􀁢􀁾􀀬􀁊􀁬􀀮􀀠
Ci.:nkl 􀁵􀀡􀀺􀁾􀁾􀀮􀁲􀁩􀀨􀁾􀀨􀀠HI::-; L"., '.f:" II:': .: ., i ..; , . 􀀢􀀮􀀺􀁾􀀮􀀠 \; i, :. . ..' 􀂷􀁟􀁾􀀧􀀮􀁩􀀠􀁨􀀧􀀬􀁾􀁾􀀬􀀭􀀺􀀠 t-; \ 􀀱􀀡􀁬􀀡􀀢􀀼􀀺􀀧􀀿􀁾􀁓􀀮􀀠 1 􀁨􀁾􀀮􀀺􀀮􀁬􀀧􀀢􀀠
itA'(\ \\T il:qUC.<.•'-'" !"<:-:;: j 􀁲􀁾􀁬􀁩􀀮􀀺􀀠 j'! .. ;:1:' ) II dIt; i,'\1Hll.>:! ()1i.: 􀁾􀁾􀀩􀀮􀀺􀁵􀀠n ',-:-. ,;; ,cj \.\ 1, \. 'l . '.1 I:J ..: ! ': I • l"" ;.; ;. 􀀺􀀬􀁾􀀺􀀭􀁾􀀨􀂷􀁴􀁾􀀠
i::f5Ct\'_T: ;:<ui::;idt.' 􀁩􀁨􀀬􀀮􀁾􀀠,,i:::lrlC! \,,:i Ii .t101 be: 􀀺􀀢􀀭􀁩􀁾􀀧􀀡􀀠 obEga1it:h ("11) i[)':: ::. Jty ll; ,ill.: 􀁾􀁆􀁾􀀧􀀢􀀠.J;'. 􀁾􀀧􀀺􀁈􀁾􀁽􀁬􀁬􀀮􀀻􀀺􀁴􀀠l/'P. ,I:.:
:-: 􀁾􀀬􀀠 J"i;r: O\.vtlt'·r,') plan 11.' (Iltt'qi 􀁬􀀩􀁬􀁬􀁾􀀮􀁴􀁤􀁩􀀨􀁾􀁾􀀡􀀧􀀻􀀭􀀬􀀠 n., 􀁴􀁨􀁾􀀠􀀮􀁳􀁵􀁬􀁾􀁪􀁥􀁣􀁴􀀠 P10Pt:"[<. 􀁾􀀰􀀠QUt)ll;ln ;;;1\ ......􀀭􀁜􀀻􀀻􀀡􀀧􀀻􀀧􀁊􀁪􀁾􀁴􀀠
l ::.;1-:..,........:--'}: 􀁬􀁶􀁬􀁾􀁬􀁪􀀻􀀮􀁉􀀻􀀾􀁮􀀠RQar], 'fhr-:-􀁾􀁮􀁨􀁩􂂬􀀧􀂷􀁣􀁴􀀠rtOpe-l"I)' doe., Hot need or 􀁶􀁬􀀻􀁾􀁮􀁩􀀠􀁦􀁴􀁃􀀧􀁣􀀨􀁟􀁾􀁾􀀧􀀩􀀠 􀁴􀁯􀂷􀁬􀁩􀁨􀁾􀀠yn)pt.!i.ed
􀁥􀁛􀀱􀀮􀁩􀂣􀁜􀁴􀁾􀀧􀁨􀁴􀀺􀀺􀁾􀀮􀀺􀁉􀀠 􀁮􀁬􀁩􀁜􀁾􀀨􀁾􀁩􀁜􀁾􀀺􀁜􀁩􀀠::'·: .. 􀁾􀁤􀀠 􀀸􀀮􀁤􀁪􀁾􀀢􀀢􀀱􀀱􀀧􀀠10 't'J south bound" ••)'. Therefore. tl)e 􀁳􀁵􀁴􀁾􀁥􀀧􀀻􀀱􀀠property wili nc.r
be hurdenc:d with 9 tfllI1t Y"l\i Dr "It I, Yilrd buildings setback anct/or landscape 􀁺􀁯􀁮􀁥􀁾􀀠1'1'011\ 􀁴􀁨􀁾􀀠􀁰􀁲􀀨􀁬􀁰􀁲􀀮􀁾􀁳􀁣􀁤􀀠􀀧􀀲􀂣􀁴􀁳􀁳􀁴􀁾􀁜􀀬􀀬􀁾􀂷􀀽􀀻􀁻􀀠1,J,l'iertted
ro:.Id. 􀁡􀁤􀁪􀁡􀀨􀂷􀁴􀀮􀁾􀁬􀀱􀁩􀀠 'tl\ 􀁈􀀬􀁾􀀠 􀀺􀀬􀀻􀁜􀀮􀀧􀁬􀀱􀁴􀁾􀀠 b\.)unu,d..ry. ,. <,,1. , . 􀁮􀁾􀁉􀀺􀁜􀀺􀀢􀀼􀀺􀀻􀀢􀁾􀀺􀀧􀀺􀀻􀁾􀁾􀀠 .. ,,', 􀀢􀀻􀀻􀀭􀀻􀁾􀀢􀀮􀁌􀁪􀁩􀀺􀀢􀀮􀁾􀀺􀀮􀀧􀀠
􀁜􀁾􀀻􀀭􀁩􀁩􀁨􀀠 rhis 􀁌􀁾􀀠 In.\' 􀁩􀁮􀁨􀁪􀀮􀁬􀁟􀁾􀀠 􀁾􀁈􀀨􀀺􀀬􀀠t 􀁾􀁩􀁴􀀠 \\Tlting a ptH d:.:v.. 􀁩􀁈􀁩􀁾􀂷􀀠 􀁰􀁲􀀨􀁪􀁣􀀨􀀺􀁬􀁩􀁌􀁩􀁲􀁾􀀮􀀠 j h,1 􀀡􀀺􀀼􀀺􀀺􀁾􀀠 􀁇􀁴􀁫􀀧􀀺􀁴􀀱􀁉􀀮􀁰􀁴􀁜􀁾􀁤􀀠
to it")lknv 􀁴􀁢􀀬􀁾􀀠 l(.l!H;at of 􀁾􀁨􀁣􀀠􀁬􀁊􀁲􀁾􀀺􀁖􀁪􀁄􀀺􀀱􀀦􀀠 1::) 􀀡􀀮􀀮􀀺􀁨􀁾􀁩􀁰􀁬􀁥􀁲􀁾􀀠 in thc. 􀁮􀀱􀁾􀁮􀁈􀀧􀀱􀀱􀀠and gBt th0 rncan1ng of uur dis';:(J:)$i()l1s 􀁹􀁜􀀬􀁾􀀺􀀻􀁴􀁴􀀺􀀺􀀻􀁾􀁪
􀁤􀁹􀀬􀀠 :' /f " I ,"1, l! ,c,-._.' <./-' 􀁾􀀠 ..... ( 􀁾􀀧􀀮􀀠 ,,,": " ';1 /,t. --.:. I AfL2v....-f 􀁾􀁾􀁆􀀯􀁾􀀠j' , " 􀀬􀁲􀁴􀁾􀁬􀀧􀀼􀁩􀀮􀀠 ( 
􀁁􀀮􀁦􀂷􀁒􀀭􀀲􀀻􀀮􀁾􀀠-':;)5 THU 87: 3';' Art Ti)l·jt-l_ OF _ AtlDI SON 214 387 4954 CHAr'TEll. XX I}ROClJR}<:1\'n:NT (H;' 􀁲􀁒􀁦􀀩􀁆􀁆􀁾􀁾􀁓􀁩􀀰􀁎􀁁􀁌􀀠Slin, \'1CfS 􀁐􀁻􀁕􀁦􀁥􀁓􀀡􀁴􀁩􀁊􀁮􀁾􀀡􀀠SO"yk
c:-s OirC' 􀁴􀁨􀀬􀁪􀁾􀁩􀀺􀀠 􀁪􀁬􀁾􀁬􀀢􀀬􀀮􀁩􀁣􀁴􀀧􀀱􀀠 ?':ff')ffIillU 􀁾􀁉􀁹􀀠 an tudivtdua\ Hr" grvup of 􀁩􀁮􀁤􀁩􀀧􀀮􀁤􀁤􀁕􀀮􀁈􀁴􀁾􀀠􀀧􀀧􀁜􀀮􀀧􀀧􀀧􀁥􀁲􀁾􀀠 edw.::atloo, 􀀨􀁨􀀺􀁧􀁊􀀧􀁴􀀧􀁥􀁾􀁪􀀠
􀁾􀁦􀁜􀁩􀁈􀁩􀁜􀀺􀁲􀁩􀁜􀁩􀁯􀁮􀁬􀀠IkClitoC a:ndlor reg."[T3tton is required for qu;tliJ!\,i\U!)1\ to perform tnt service. Tilt; s£t\-,;tC i.'; usually based ftll j,HteUf:L{Ual 􀁱􀁬􀁊􀁾􀁈􀁮􀀨􀀧􀁡􀁴􀁩􀁦�
�􀁮􀀠as opposed to 􀀨􀀧􀁲􀁾􀁦􀁦􀁩􀁮􀁵􀁕􀁊􀁳􀁬􀁉􀁴􀁰􀀮􀀠 eel taiu 􀁊􀀾􀁈􀁦􀁦􀁴􀀺􀀩􀁾􀁪􀀨􀁭􀀻􀀻􀀺􀀠arc: 􀁾􀁰􀁴􀀺􀁤􀁦􀁩􀀨􀀺􀀻􀁽􀁕􀁹􀀠IUHiii:U III 􀁴􀁨􀁾􀀠􀁐􀀧􀀱􀀧􀀮􀁜􀀮􀀩􀁬􀁾􀀻􀀩􀁳􀁩􀁑􀁮􀁬􀁬􀁬􀀠
􀁓􀀧􀁥􀁮􀀧􀁩􀁾􀁥􀁳􀀠Procurement Acf (ArHcle 66"4-4. 'Ven:uu's ""::\:\.5 ChU SrMuf('s), A. Thl:i tld slatC& tbat tUiltl'Jl,I,'IS f(i(, 􀁾􀁬􀁬􀁣􀀠 􀁬􀁾􀁵􀁈􀀺􀁻􀀮􀁊􀁲􀁬􀁾􀁮􀀡􀁥􀁮􀁴􀀠eor
dctlU{I,d 􀁬􀁬􀁲􀁴􀀬􀁦􀁴􀀧􀁾􀀵􀁩􀁈􀁴􀁈􀀬􀁩􀀠 􀁳􀀨􀀻􀁲􀁹􀁹􀁩􀁣􀀨􀀾􀁾􀀠may not t.t.: .)w.-roed 4)0. th;: b:l'it, of bitb. lmtead, th.;)' mm!; be awarded on the nasls: 􀁾􀀩􀀺􀁲􀀠 􀁤􀁃􀁮􀁾􀁑􀁩􀁬􀁳􀁴􀀨􀁡�
�􀁾􀁤􀀠􀀨􀁵􀁭􀁰􀁣􀁨􀀺􀁮􀁾􀁴􀀺􀀠;and 􀁱􀁵􀁡􀁨􀁦􀁫􀀮􀁩􀁴􀁬􀁏􀁈􀁾􀀾􀀠ftu IIJng as 􀁴􀁨􀁾􀀠pf"Qfes'S(onal 􀁦􀁴􀁾􀁳􀀠an 􀁾􀁑􀁮􀁾􀁜􀁈􀁾􀁴􀁜􀁴􀀠 "\\-ittl l ami llut hightlf th;UJ liit Ilubli!.hed
[t!funnH\'_JltJ!'tl pnH::tit:cS t'mO' f('mi of the vtlri(llls 􀁰􀁴􀁯􀁦􀁾􀁳􀁾􀁩􀁮􀀨􀁩􀁡􀁬􀀠􀁡􀀺􀁓􀁾􀁷􀁤􀁒􀁴􀁩􀁵􀁮􀀧􀁩􀀠and d':l HQI tHt',,';j ttl!) 􀁭􀁩􀁬􀀩􀀻􀁨􀁬􀀩􀀩􀀬􀀮􀁦􀁭􀁾􀀠pruvided
lly statr taw. S. 􀁐􀁮􀀩􀁦􀁾􀁳􀁳􀁪􀁍􀁜􀀻􀁸􀀩􀀠-Si;FYlceS art-ddiun! as' 􀁴􀁨􀁲􀁬􀁾􀀾􀀻􀀠p.;rfl..rri.:..:u hy a t:.'¢rHDetJ pubHc aHOUiHftU[j a'f:liSi'd (l('cM.tcc.i, pb:.ikiau, opfonH:tr':r;:i.,
s\ftgcvn, registered 􀁳􀁵􀁲􀁶􀁥􀁾􀀧􀁯􀁲􀀬􀀠engineer t)f' any gn)'".I{) 􀁻􀀬􀀮􀁾􀀮􀀠 !tss')ch,fi-ols !L':·r;;(I!', PR··...·. ·i<1':1.1.1;:'<1 OF ,\RCffl'! ECIURAL em ENG/.C<.n:lliNG SERVIces
(VTCS ArUcie 614· 4) :\. \Vlli:H. pfGtllt'ing aTt'ftiH':'.:im ill or 􀁻􀀬􀁨􀁾􀁉􀁉􀁬􀀠u:tinl£ :.;;r". kl's, l:lil:-' ('luHy ,lJhaH u,;\;' a two-sitl) ::.>odot:i'"tioll l,tvcc". l'ir:it,
t.he cftdlY shan :<:-(.iI,"Ci ;to imh\,jCf"l(lJ or fin!! o;upablf: of p(:(fnfm1og tili! !H:r\',h--r, on tnt:: Ihl';,i.., of 􀁤􀁴􀀺􀀧􀁭􀀡􀀧􀁨􀁾􀀺􀁮􀁩􀁨􀀮􀂷􀀬􀁊􀀠 I,.I.lIll}{,H'nCf;' LHtd
qUAHfh:e.!!uns. "hI-􀁾􀁮􀁴􀁩􀁴􀁹􀀠shaH 􀁩􀀬􀁨􀁾􀀬􀁬􀁴􀀠 i;llh"r Into 􀁬􀁨􀀡􀁾􀀡􀁬􀀧􀁜􀁩􀁡􀁲􀁩􀁈􀁬􀁨􀀠1,In n "vntrad j: V. h;/· flJhl 􀁾􀁬􀂷􀀧􀁢􀁈􀁬􀀡􀁾􀁴􀁬􀀮􀁤􀀬􀀢􀀠 lHi\:{:. B. If lh{;
..:n,Hy j;; uu;.;hir W J!cgmia;t [l. 􀀮􀀧􀁩􀁡􀀻􀁨􀀺􀁾􀁩􀀧􀁩􀁩􀁬􀁲􀀿􀀭 I. :wt;ad ;qn"; thi il}t.:.d 􀁦􀁬􀀮􀁩􀁾􀁨􀁬􀁽􀀠 􀀱􀀮􀁩􀀱􀁦􀁬􀀡􀁨􀁦􀁩􀁾􀀮􀀧􀁴􀁉􀀠 i.udi·ddual I;, 1"h"'IH j Ii 􀀺􀀬􀁨􀁾􀁈􀀠tf)liin
any tUft 􀁲􀁨􀀮􀂷􀁾􀀮􀁦􀁴􀁕􀁨􀁬􀁪􀁦􀁽􀀢􀁓􀀠,,"{i.ll. tbat 􀁾􀁾􀁲􀀺􀁳􀁭􀁾􀀠O! 􀁦􀁬􀁲􀁭􀁾􀀠Itnd iht'U pru(;{·.... d tv 􀁴􀁊􀁬􀁾􀀠m,.xt aW5f highiy 􀁱􀁾􀀱􀀬􀁊􀁩􀁴􀀱􀀱􀁾􀁏􀀺􀀠 ,\nd npe-;'il
the 􀁐􀀡􀀧􀀨􀁬􀁃􀁾􀁪􀁬􀁓􀀬􀀠 􀁎􀁾􀁧􀀨􀀡􀁴􀁩􀀺􀁦􀁴􀁨􀁭􀀬􀀮􀀬􀀠 􀁾􀁲􀁥􀀠c;:,rried :::H !q tbis. 􀁾􀁩􀀮􀀺􀁩􀀡􀁩􀀮􀁈􀀡􀁮􀁣􀀮􀁥􀀠 ulitH a (l}IHritd b w:t(i{', C. If any agreement 01' l"viHraci
i,) i'H(cci':l Huo ',viiI. (Jr.t-: H( tho(' kbtnT 􀁭􀁨􀀮􀁨􀁯􀁬􀁩􀁥􀁾􀁬􀀠􀁰􀁲􀁯􀁬􀁣􀁾􀀻􀁳􀁩􀁑􀁮􀁡􀁬􀀠 Oll the basis uf.a coUtp.;;IiUv(: bid, it is nmtnH), tu PU't);t pnliry and b rold,
j-<R(KURf,MENT OF AROiHECTlJRAL OR 􀁾􀀺􀁎􀁻􀁾􀁬􀁎􀁅􀁅􀁒􀁴􀁎􀁇􀀠;i;,;RVKMi -FEES l!Sn:'oIATED TO :BE: tiNDER $15,000 􀁾􀁅􀁒􀀠YEAR 'rUt Town'i staff shan 50U<:(t propu.!.ahi fnun quaUni:d
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􀁴􀁯􀀡􀁈􀁐􀁾􀁲􀁩􀀧􀀺􀁴􀀬􀀬􀂷􀀠!wd of th.'{,;·;.,t,th!c lill,dif:J. (:. .\tl 􀀧􀀻􀀻􀁬􀁬􀁾􀁴􀁨􀁦􀀻􀀧􀁦􀀠.,f 􀀻􀁾􀁾􀀡􀀬􀀺􀁲􀀬􀁨􀀢􀀺􀀺􀁃􀁩􀀠 lilt"';;:" he 􀀺􀀾􀁤􀀡􀀻􀀺􀁤􀁴􀀬􀁾􀀠 an::.' tllr
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il) the -{ 􀀻􀁾􀁾􀀮􀀠 C0tHll:i: th..n :i "',»11)'jl\:' Itt: ;;w:l;cd",d 􀁉􀀧􀁾􀀠 􀁾􀁨􀁾􀀢􀀠 􀀨􀁨􀁬􀀩􀁦􀀮􀁴􀀺􀁦􀀬􀁾􀀠 􀁽􀁾􀀻􀀠li1.. SECTION 6, PIU>CUHEMENT Of' 1'.t:.kSON..H. A!'iD PROE£SSW:-;AL
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tily use o( RtqU(;'5( fur Itropo:'!-l.tt:; (RFr) and !it"Ie:cU\lu slJoold he made un the bitsJs of f(;ter,a siruU'l( (v thllse lot' :Ehglntcrs and ArchHetB; howe\'t.'t"J 􀁣􀁮􀁳􀁾􀀠should
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be stlHcileJ. 􀁥􀁖􀁾􀀧􀁴􀁈􀁈􀁴􀀮􀀧􀁻􀁪􀀬􀀠aud lH,,"ardeo by tile T'o'wn's siaff and 􀁉􀁬􀁪􀁾􀀠udng uepar lnl¢JlCS 􀁤􀁩􀁦􀁴􀁾􀀧􀁴􀁏􀁲􀀬􀀠!liimllar ttl the 􀁳􀀨􀀧􀁬􀁥􀁾􀁴􀁦􀁯􀁮􀀠pro("('(s
fo!' Ellginc.H:n and Artbitcrt:5, c. 􀁓􀁣􀁲􀁶􀁬􀁦􀁾􀁳􀀠u'ah ;ftC', tjf S15,{Uif) Qf [_]0)\; M::::n i'Je 􀀬􀁾􀁤􀁮􀀺􀁲􀁴􀁩􀀺􀀧􀁦􀀺􀁤􀀠􀁪􀁬􀁾􀀠 lV>.} 􀁥􀁜􀁈􀁮􀀧􀀩􀁈􀁾􀀠ljf l!H:' 􀁮􀁬􀀡􀁬􀁜􀀧􀁾􀁬􀁈􀁾􀁬􀁨
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CUAPTEI-: XS 􀁙􀁉􀁬􀁏􀁃􀁖􀁉􀀨􀁩􀀺􀁉􀁾􀁩􀁒􀀻􀁜􀁾􀀠r 􀁏􀁾􀁾􀀠􀁐􀀧􀁘􀀨􀁽􀀺􀁆􀁅􀁂􀀳􀁲􀀡􀀩􀀺􀀻􀀻􀁣􀁾􀁌􀀠􀀺􀀺􀀼􀁬􀀧􀀺􀁒􀀭􀀬􀀬􀀻􀀧􀁾􀁃􀁾􀀠 􀁣􀀬􀁾􀀧􀀠 'l.'Ffi:! 􀁾􀂷􀀧􀁬􀀠 􀀧􀁾􀁩􀀬􀁴􀀺􀀠 ;;,:kdl.uH
􀁾􀁽􀀺􀀢.... 􀁾􀁾􀀬􀀮􀀢􀀠 '.-.-iti 􀁾􀁽􀁜􀀮􀀮􀀠 􀁳􀁬􀁬􀁩􀁾􀁈􀁡􀀡􀀧􀀠 I)) d,·!',>t 􀁕􀁾􀁾􀁾􀁾􀀠􀁦􀁻􀁾􀁬􀀠 􀀱􀀧􀀺􀀧􀀻􀀡􀀻􀁾􀁾􀁩􀁬􀁦􀀢􀀺􀀼􀀧􀀺􀀱􀀠 􀁾􀀠 􀀻􀀻􀀡􀁾􀁤􀀠 An:hitf:u::>! 􀀻􀀺􀁾􀁮􀁤􀀠
􀀳􀁴􀁈􀁾􀁲􀀠 􀀡􀁬􀁾􀁪􀀮􀁦􀁕􀁬􀁩􀀺􀀬􀁜􀁴􀀻􀂷􀀺􀀠 JI:, 􀁾􀀻􀀧􀀾􀀻􀀬􀀠 􀀮􀀻􀁴􀀱􀀧􀁩􀀮􀀧􀀨􀁾􀀻􀀺􀀮􀀮􀁬􀁜􀀺􀁤􀁬􀁹􀀠 tUYl\iutit'd r!"t-:. Cuy 􀁃􀀢􀁈􀀻􀁜􀁾􀀧􀁈􀀠􀁾􀀻􀁨􀁡􀁈􀀠lit: 􀀺􀀡􀁾􀁫􀁬􀀧􀁲􀁬􀀠
􀁾􀁯􀀠􀁡􀀮􀁜􀁾􀀨􀁴􀁲􀁏􀀠 f} n. 􀁉􀁴􀀮􀀺􀀺􀀢􀁾􀁻􀀩􀀺.., );u: 5:}Jtl •• tii thl 􀀾􀀬􀀬􀀧􀁮􀀮􀀧􀁨􀀧􀁾􀂷􀀩􀀠 􀁨􀁾􀁩􀀮􀁬􀀠 :.: h :,.-􀁾􀁽􀀨􀀢􀁦􀁬􀂷􀀻􀀮􀁾􀀧􀀨􀁬􀁬􀁴􀁾􀁾􀀠 􀁾􀂫􀀠 ..;ii;::-'
􀁾􀁮􀀠1 i" .... ;j, 􀁴􀁩􀀮􀁈􀁾􀀱􀀬􀀠Vt 􀁁􀀮􀁾􀁈􀀩􀁴􀀧􀁩􀀧􀁈􀀧􀁹􀀠 (ii;:;r,;rilJ 􀁻􀀩􀁐􀁩􀀱􀀱􀁩􀁴􀁉􀁕􀁾􀁾􀀠d(("GrU:U!-;. (If 􀁈􀀧􀁾􀀠Lt;·; S\:':wol f)f }";tbliC Affain., 􀁁􀁣􀁴􀀭􀁮􀁾􀁮􀁣􀁣􀀠rubUe
􀁴􀀧􀀮􀀮􀁩􀁦􀀧􀁃􀀻􀀬􀁴􀁡􀁾􀀻􀀨􀀧􀁩􀁾􀁟􀁾􀀠 \.',Ht,!;-: 􀀺􀀧􀀺􀀮􀁴􀀩􀁦􀀬􀁴􀀧􀁴􀁾􀁨􀂷􀁬􀁬􀀺􀀧􀀮􀀠.", 􀁾􀀮􀀺􀁴􀀮􀀮􀁹􀁪􀁽􀁲􀀧􀀺􀁾􀁩􀁳􀁜􀀺􀀡􀀢􀀺􀀬􀀮􀀠 A 􀀨􀁬􀀻􀀭􀀢􀁩􀁾􀀬􀀠 􀀮􀀭􀁜􀀱􀁾􀁵􀁴􀀺􀁴􀁛􀂷􀀩􀀢􀀮􀀠
􀀧􀁜􀀻􀀢􀀺􀁬􀁾􀁏􀁉􀁾􀀻􀀠􀁃􀀧􀀺􀁪􀀭􀀬􀁬􀀺􀀺􀀻􀀭􀀺􀀻􀀧􀁉􀀡􀀬􀀧􀁾􀁲􀀻􀁬􀀧􀁬􀀠 􀀻􀁾􀁩􀀺􀁈􀁬􀀮􀁜􀁧􀁴􀀺􀀨􀀠 􀀨􀀺􀀬􀀧􀁊􀁩􀀬􀀬􀁾􀀮􀁈􀁦􀁪􀀠􀁬􀀺􀁈􀁾􀀬􀀠 f:(.H)nH:-iRha') of Cd01l.Hl: 􀁉􀁲􀁮􀀮􀀧􀁥􀁈􀁉􀁴􀀮􀁾􀁤􀁭
􀁬􀀮􀀠􀁾􀁨􀁜􀀻􀁊􀀻􀀻􀁩􀁾􀁉􀀼􀁾􀀱􀀠 S';'J 􀁜􀀢􀁩􀁮􀀧􀁾􀀠 􀀧􀁖􀀡􀀧􀀧􀀧􀁬􀁾􀀨􀁦􀁲􀀢􀀬􀀠f\i'Jc!li Agents, f ,fnr E,(lft)J';;CIHt;4lt 􀀨􀀧􀁬􀁩􀁴􀁬􀁾􀁕􀁾􀀨􀁡􀁮􀁵􀀬􀀠􀁍􀀺􀁩􀁬􀁾􀀠l:\-'h;:;;h,;t,I'I"
i4'idp;;'t f'bt Bm!:':-i'H'i"'arcn, f'Th'!;tl? 􀀨􀀧􀀨􀁜􀁾􀀡􀁳􀀺􀀡􀁾􀁴􀀺􀁷􀁴􀀧􀀢􀀠 Pr'tlpt>!ty 'fa, 􀁃􀀨􀁴􀁮􀀺􀀬􀁵􀁈􀀮􀁉􀀡􀁻􀁈􀁾􀀡􀀠 􀀺􀀢􀀻􀁾􀂷􀁨􀂷􀁲􀀮􀁴􀁩􀁳􀁦􀁾􀀱􀀠Sup'....... i"frn
,)!" i"ubh,-(:nn ..tn.u'tjn:1: 􀁐􀁮􀀩􀁪􀁢􀁾􀁜􀀧􀀺􀀧􀁾􀀠Tc-...;cb:B, :1!:t<l TJti«O P14,"!)' 􀁬􀁶􀀻􀁭􀁾􀁮􀁴􀀮􀀧􀁬􀁾􀁮􀁬􀁴􀁩􀁝􀁬􀀭􀁾􀀬􀀠
(972) 450-2851 • FAX (972) 450·2834 16801 Wcstgrove PARKS & RECREATION January 24, 1997 , Mr. David Meyers, P.E. Huitt-Zollars, Inc. • 3131 McKinney Ave., Suite 600 Dallas, Texas 75204
RE: Bosque Park Plan Review -Number 2 Dear David: The following comments apply to the second preliminary set of plans for Bosque Park. The attached memo from Carmen Moran summarizes
the changes we want to see on the perimeter fence. I have spoken with Paul Shaw regarding our fence concerns, and we will reach a decision next week on an acceptable fence height. Also
enclosed are comments from David Nighswonger. 1. Place the Town of Addison Parks Department phone number on the cover sheet -4502851 as primary contact. 2. Sheet C1 -What type of cover
is planned for the area drains? Is the soil saver the right solution for the drain areas to permanently control erosion and debris collection at the drain? 3. Sheet C2 -The backflow
prevention shall be Febco DCA #805Y. Who is installing the 3/4" water service for the drinking fountains? The water service must be installed inside the park and shown on the plans as
such. Show a separate DCA valves fountain, drinking fountain and irrigation. Is there a separate water tap located on the northeast comer of the park? If so, consider providing irrigation
on a separate meter. 4. Sheet C3 -Change contact in notes to Ron Lee at (972) -450-2851 5. Sheet E1 -Delete the last sentence in the notes section. Confirm service point access by city
personnel for maintenance. How will access be provided to the photocell on the roof? 6. Sheet E4 -Add bollard lights © to the entry walks at the northwest, southwest and northeast entry
walks (total of 4). Connect the lighting and fountain to the Rainmaster controller for central control from the Service Center. Is the system design to accommodate additional lights
and load? 
Coordinate installation of the conduit simultaneously with the drainage, irrigation and sewer trenching to prevent unnecessary trenching across tree roots. Note this on the plans. Show
a location of the suspended light poles on the west side of the park and provide a section drawing. 7. Sheet E5 -Change note 12 to read "receptacle boxes" instead of light switches.
8. Sheet LC.1 -Show the primary fencing closer to the trail and walkways. Change note #3 and #4 to read "no equipment or building materials to be stored anywhere in the park." Place
a bold print note instructing the contractor that staging and storage shall be located on the east'side of Quorum Drive. Change root pruning to occur along the line of construction instead
of l' behind the line of construction. Root prune to a depth of 6" instead of 12". Add a note to mechanically aerify the entire park when completed with a walk-behind core-pulling aerifier.
9. Sheet 􀁌􀁃􀀮􀁾􀀠-Specify how the trees are to be removed and clearly mark on the plan those those trees proposed for removal. Specify stumps to be ground below the soil surface. 10.
Sheet LCA -What is the footing depth of the stone entry column -section 5? 11. Sheet LC.7 -Delete "Hours" and "No Swimming" from the park rules sign. Reduce the size of the sign accordingly.
Install filter fabric layer under the crushed granite. Pemnanently mount the furniture on the fountain area. We may want to consider a different type of furniture. 12. Sheet LP.2 -We
need a dispenser for pet waste scoopers. IRRIGATION Ron Lee met today with Steve Berkenbile on final irrigation design issues. Ron will be contacting Gene Newman to make a final revision
to the Rainmaster specifications on sheet 12. We can review these comments at the meeting scheduled Monday, January 27, 1997 at 3:30 p.m. 􀁺􀁾􀀠 Slade Strickland cc: John Baumgartner
David Nighswonger Paul Shaw Ron Lee Carmen Moran 
(972) 4.S0·7000 PO;:;t Office Box 144 Addison, Texas 75001-0144 5300 Belt Lin!! ROlld rAX (972) 450-7043 MEMORANDUM January 22, 199! TO: Slade Strickland, Director of Parks and Recreation
FROM: Carmen Moran, Director of Development Services SUBJECT: Review of plans for Bosque Park I appreciate the opportunity to review the plans for the Bosque Park. It will be a beautiful
park. Although it looked pretty much as we had discussed, I was surprised to see such a massive fence around the north, east, and west sides (I hope I have read the plans correcfly and
there is not a fence against the south side). I have two concerns about the height and mass of the fence: 1. A six-foot tall fence seems to separate the park from the neighborhood. It
is not the kind of fence I envisioned when we were discussing the park concept. 1thought we were talking about a fence that would be 3 Y, to 4 feet high. I expected it to be similar
to the fence around Town Park, and I feel a fence of that scale is more in keeping with the concept of making the park an extended front yard for the people who live around it. 2. I
have concerns about the way the fence, as designed, limits visibility into the Park. A six-foot tall fence almost meets the bottom of the tree canopy the Cedars and other trees will
provide. That means that there are not clear, unobstructed views from the streets into the park. I feel that visibility into and out of the park is important in helping the park "selfpolice."
I have no other comments. I did not mark up my plan set, and if you don't need it back, we can use it to send to Mel Chin. If you do need it back, let me know. 
mbisoN PUBLICWORKSDEPARTMENT (214) 450·2871 􀁬􀁬􀀻􀀧􀀻􀀢􀁩􀀺􀀻􀁲􀀬􀁾􀀬􀀺􀀺􀀢􀀧􀁙􀀧􀁾􀁟􀀧􀁾􀀧􀁩􀀡􀁩􀁾􀁾􀁾􀁾􀁬􀀠 Post Office Box 144 Addiaon, Texas 75001 16801 Westgn'te January 24, 1997
MEMORANDUM TO: Slade Strickland, Director of Parks and Recreation FROM: David Nighswonger, Assistant City Engineer pAl SUBJECT: Review of plans for Bosque Park We have reviewed the plans
for the park and have the following comments: Sheet C.l -Storm Sewer Plan: 1. Specify in note 111 that the SDR-35 pipe for the storm sewer shall be white in color. 2. Confirm that the
proposed storm lines and sanitary lines for the park won't conflict vertically with M. T.S's 4" conduit which lies along the east side of the park. 3. Call for a concrete collar at the
connection of the 12" PVC line to the existing 21" RCP. 4. Provide a chart identifying the degree of each bend. 5. Is it possible to eliminate the bends at the following points: 2,22,30,33,36,38,51,5
5,60,64, and 71? 6. Provide points of access along the storm sewer mains. It can be in the form of a catch basin or hand hole. This will allow the remove of debris from the line without
having to flushor push the material all the way to the 21" RCP. 7. The minimum pipe size for the storm sewers shall be 8-inch. 􀁾􀁃􀀮􀀲 -Water & Sanitary Sewer Plan: 1. Specify in note III that the
SDR-35 pipe for the sewer shall be green. 2. Eliminate the bends at points 212,213, and 214 in the sewer line by shifting the water fountain to the west to line up with the projection
of the line between points 211 and 212. 
3. Eliminate bends at points 207 and 208 by using 45 degree and 22 liz degree bends in conjunction at points 209 and 206. 4. The water meters assemblies need to be part of this package.
5. The copper line serving the drinking fountain at the park's southeast corner shall be placed within the limits of the park. The drinking fountains and the copper waterlines serving
them shall be part of this package. 6. The water meters for the domestic and irrigation lines shall be bullheaded off of the 2-inch line under Morris Avenue at the park's north entrance.
A I W' meter followed by a backflow prevention device shoUld be installed on one side of the bullhead tee. A 3/4" meter followed by a tee with two backflow prevention devices on each
side of the tee. One side will go to serve the drinking fountains and the other line will go to the center fountain. 7. The minimum pipe size for the sanitary sewer shall be 6-00. Sheet
C-3 -Details General Notes: 1. In note # 13, Ron Lee, 972-450-2863, shall be the main contact. 2. In note # 15, first line, delete the words "for approval". 3. In note # 21,Iast line,
delete the word "general". 􀁾􀀬􀀴􀀽 Park Conduit and Power Plan: 1. It would be helpful to show the proposed water, wastewater, and storm drainage lines. Sheet LC,2 -Park Layout: 1.
Show the dimension between the fence columns and the edge of the street in Witt Mews. The minimum distance shall he 5-feet from the west face of the column and the edge of the road.
Also, show the dimension from the wall to the property line along Witt Mews. Sheet LC.3-Grading Plan: 1. Review the grades at the northwest entrance to minimize runoff from the park
into the street, and potential ponding in the corners along the walL 2. It would be helpful to show the storm drains lines. Other Comments: 1. Include details as to how the poles supporting
the street lights along Witt Mews will be incorporated into the wall. 2. In the bid proposal separate the electrical work associated with the streetscape from the electrical work in
the park and have have a separate bid schedule fur each. The streetscape work has a different funding source than the park. 3. In the contract documents, Special Provisions, Section
49, the dates for Taste of Addison were left out. Those dates are May 17 & 18. 
(214)4SG-7000 Poo, Office 80.1# Addisoo, T.... 75001-01# 5300 Beh Lin. Rood FAX (214) 4.0;0·7043 December 4; 1996 Mr. Bryant Nail Columbus Realty Trust 15851 Dallas Parkway Suite 855
Dallas, TX 75248 RE: Shared Parking Study for Addison Circle Phase II Dear Bryant We asked Gary Jost and Kathleen Mullins at Barton-Aschman to review the shared parking analysis you
submitted. A copy of their comments is attached. Kathleen noted that she could not arrive at the same numbers the study arrived at using the methodology it stated. She would like to
see additional data. We feel that some allowance is appropriate, but are not comfortable with a 20% reduction. We have the following thoughts: -We are not comfortable with a shared parking
arrangement that crosses Spectrum Drive. However, we would consider shared parking across Spectrum if a pedestrian bridge was provided over the street. -We do not believe that shared
parking works in buildings 2-0 and 2-N because there is not enough of the two components needed (time and synergy). However, we would look at a reduced demand for the retail space, as
we believe that most of the retail business will come from residents, and the on-street spaces are beyond parking demand. With regard to building 2-0, we will consider a shared parking
allowance, but believe a 20% reduction is too great. We also have a concern about how the gates work and what kind of tum-around is provided for cars that come upon the closed gates.
Sincerely 􀁾􀁲􀀭􀁻􀀽􀂣􀁾􀀠 Carmen Moran Director of Development Services . Poai-it" Fax Note 7671 DaloIZ-5 􀁾􀀮􀀠 I. To ..... I.R . From/" .1'1 /,.;oA...J 􀂷􀁃􀁯􀁾 _. Co. ",I 1'tIono.
Fax. Ult/Fox. 
(972) 450-2851 • FAX (972) 450·2834 168m Westgrove PARKS & RECREATION December 19,1996 Mr. David Meyer Huitt-Zollars, Inc. 3131 Mckinney Ave., Suite 600 Dallas, TX 75204 Re: Bosque Park
Preliminary Plan Review Dear David: The following are our comments on the preliminary set of Bosque Park plans. It is our understanding that Paul Shaw will incorporate these into another
set of final preliminary plans for our review before proceeding with the construction documents. Also, we are working with Southwestern Bell to coordinate the phone line for the irrigation
system so it can be installed now. GENERAL COMMENTS: 1. The park fence along the west side is shown to extend 4' beyond the park property line on the electrical vault plans, while the
Bosque Park plans show the fence located on the property line. This gap needs to be closed. 2. The Bosque Park plans do not show poles or columns along the west side for connecting the
suspended street lights. What is the plan? 3. The park plans need to show all adjacent utilities including a designated phone line for the central control Rainmaster controller. The
Town staff is working on coordinating this with Southwestern Bell. Identify natural gas lines, storm drainage connections and sanitary sewer connections for the fountain. 4. Show water
meter locations for the irrigation system and drinking fountains. All water meters must be accessible by the water department maintenance staff. ELECTRICAL PLANS: 1. Confirm final locations
of service points for access by the Town's parks maintenance personnel. 2. Identify the type of material for the outlet box support stake. 3. Change the Tork #T900 to an Intermatic type
timer. BOSQUE PARK PLANS 1. Is a service gate necessary for the electrical vault? 2. The Town will approve removal of existing trees. 3. Provide an elevation drawing of the perimeter
wall/fence. 4. The 3 inches of crushed granite does not seem adequate. Specify 4" thick per standard sidewalk thickness and use fabric underneath to prevent weeds and mixing with the
subgrade. 5. The lighting appears to be inadequate. Eliminate the ground mounted and tree mounted 
Bosque Park, Cont'd lights. Consider pole lighting for the fountain area and more lighting along the park perimeter, particularly the south side next to the sidewalk and building. 6.
How durable is the tempered glass for the well cover? 7. Provide a minimum of 4 electrical outlets in the fountain area. PLANTING 1. We want to do more research regarding maintenance,
etc. on the Dwarf Palmetto, Evergreen Sumac and Needle Palm before making a final decision. 2. Reconsider use of the Prairie Flameleaf Sumac, Adams Needle and Prickly Pear. 3. Use more
Ophiopogon as ground cover versus the Vinca Minor. 4. Use Oklahoma or Texas Redbud. 5. What is the maximum mature height of the Dwarf Wax Myrtle? Will they eventually block the view
into the fountain area and through the park? The same question applies to the Mountain Laurel. 6. The Wax Myrtle shown along the south side of the park will block the view from the south
sidewalk. Views need to be opened in this area for security reasons. 7. What is planned for the edge restraint for all the planting beds adjacent to the natural needle mulch areas, if
any? Stone edging might be considered. 8. Sump pipes are not necessary for the trees, however, leave the sump pits. FOUNTAIN/SITE FURNITURE 1 . We need to do more research on the vault
package shown. Our conversations have led us to believe that these are difficullto access for maintenance purposes. 2. Provide details for the fountain furniture. 3. Provide a design
for park rule signs and sh?w them on the plan. 4. Provide larger waste receptacles for the fountain area similar to the type specified for North Addison Park. IRRtGATION 1. Include the
Addison irrigation specifications on the irrigation plans and in the project manual. 2. Are the natural mulch areas going to be irrigated or will fittings be placed in these areas for
future head installation? 3. Provide head-to-head coverage. 4. Note on the plans that the contractor shall provide 1112" meter and 2" tap with all materials and installation per Addison
Water Department standards. 5. Use rectangular valve boxes for valves. 6. Set a separate water meter and DCA for the park. cc: John Baumgartner Ron Lee 
FINANCE DEPARTMENT I PURCHASING DMSION 5350 Belt Line Rood "ww·...' 􀀢􀀢􀀢􀀢􀀢􀀢􀁾􀀢􀀢􀀢􀀢􀀢􀀢􀀡􀀢􀀢􀀧􀀡􀀧􀀡􀀧􀀠 (214) 450.7091-Fncsimilc(214) 386-0938 Post Officii nox 1# Addison. TCXllS
75001 CLYDlt IOl{I'4$OH, c.l'.M. I'Il1I.CJJAlIl.I«.l 1«A.NAc:nt March 27, 1996 Mr. A.I. Johnston Gibson and Associates, Inc. 1210 Ryliecrest Balch Springs, TX 75180 RE: NOTICE TO PROCEED:
Addison Circle -Phase I -Public Infrastructure Bid No. 96-28. Dear. Mr. Johnston: This Notice to Proceed is being hand delivered to you, by John Baumgartner, on March 28, 1996.Receipt
of this document authorizes your company to provide all labor and materials as outlined in the specifications, and under the terms and conditions of the contract documents. With this
notice is a conforming set of documents for your file, including a signed copy of the contract If you have any questions, or if I can be of assistance to you, please call me at 450-7090.
We look forward to the successful execution of this project and working with you and your people. Sincerely, 􀁾􀀦􀁥􀁊􀁾􀀠 Encl: Contract copy: John Baumgartner, Director of Public Works
c:\wpwlll\l 􀁾􀀹􀀶􀁢􀁬􀁤􀀬􀁾􀁩􀁓􀂷􀁬 'l\pracetd.ltt 
6 14 Planning Junu 1996 15 /7" "" /JA ) 􀀭􀀭􀀭􀂷􀀭􀁟􀁾􀀭􀁇􀁪􀁶􀁲􀁶􀀻􀀭􀁲􀀴􀀠 l'OJ/tII/UHi/I' /will.!!. Jmi!J iu /.If'. ",',qus try lite 'I'lI'fI rOHIHJlftmllh lwn/l'l Illis \'illu.t.;t'
t '-1l1<-', Let's Go Round and Round (j 􀁲􀀭􀁾 nutl'uni IIH.llfw:-. ("w /lI/Fulifll!. al ,"itm/II/f'fIiJl, II HUlst;>, jlillll/I/·d An idea that's worth copying. By Georges Jacquemart,
A1CP All over Europe, there has been an explosion of the modern version of an old idea: the roundabout. France is COll* verting intersections to roundabouts at the rate of about 1,000
a year. Within a year or two Switzerland expects to have 2,000 roundabouts. Even tiny Luxembourg has about 50 roundabouts. Great Britain is sold on the idea, as are Australia and New
Zealand. The U.S. already has plenty of roundabouts-typically in the form of traffic circles, or rotaries, that allow traffie to spin around intersections. But the old traffic circles
were generally built without benefit of design guidelines or consistent traffic control rules. In contrast, the modern roundabout is engineered to allow traffic to flow freely and safely.
Unlike the old versions that gave entering traffic the right·of-way, entering vehicles must yield to vehicles already in the circle. In addition, a de· flection at the entrance forces
cars to slow down, and short flares at the en· trance and wider circles are used to inw crease capacity. Because the primary goal is to slow en tering traffic, modern roundabOllts tend
to be smaller than the old traffic circles. Traffic signals are generally not used. Instead/pedestrians cross the streets at a zebra·striped crosswalk. Safety firs t For years, tourists
have returned from France with horror stories about being yelled at while they were stuck in a Parisian traffic circle. Because of the "priority to the right" rule, the Parisian circles
often needed several police officers to keep traffic moving. In contrast, a study of 181 recently built roundabouts in theNetherlands {most of them Single-lane) showed a 51 percent reduction
in total accidents and a 72 percent reduction in injury-causing acc!w dents. Similar results have turned up in studies in Germany and Australia. In addition, the number of pedestrian
injuries in the Dutch roundabouts decreased by 89 percent. Modern roundabouts are safer because all drivers-including cyclists-are forced vehicles allhe entries wait for lhe first aV<lilable
gap. Every single gap gets used and, un· like at signalized intersectionsj no time is lost. Al signalized intersections, drivers tend to operate more or less on automatic pilot and,
in factI lend to accelerate when they see the green light. In contrast, at a roundabout they arc asked to look around and make some simple decisions. Experience In Europe and at the
few modern roundabouts in the U.S. suggests that these ddvers become safer drivers. The absence of signals also makes roundabouts easier and less expensive to operate and maintain, Construction
costs VfJrY, depending on size and configuration of the central island. Perhaps the greatest advan· t<lge is the urban design one. RoundaboutseHminate the clut· ter of overhead wires
and signal pules. and allow signage to be reduced. Most important, the roundnbouls can be dis· tinclive entry points into a community, a symbol of a special to slow down and pay allenliol)
Wi lhl'}' pass through the intersection. EnlL-ring drivers check for pedestl'luns berm creach" ing the circle, At the entrance they need only to look to the left for an 1IL'cepl(lhle
gap before merging into the traffic fluw. Stopping is necessary only if there 15 no gap in the traffic. In fad,. lile average delay at a roundabout is estimated lo beless than half of
thai al a typical sigllal· ized intersection. That menns 􀁬􀁬􀀧􀁳􀁾􀀠 air pollution, fuel consumption, and noise. Less waiting thne also means that fL'wcr lanes are needed, Signalized
􀁩􀁬􀁬􀁴􀁥􀁲􀁾􀁣􀁤􀁩􀁯􀁮􀁳􀀠 often require multiple approach lanes and multiple receiving lanes rm either .ideef the intersection, which very quickly leads to a wider road. Even less
paving is required by a "miniroundabout," which is most often installed for traffic-calming purposes. A 􀁮􀁬􀁩􀁬􀁬􀁩􀂷􀁲􀁯􀁵􀁮􀁤􀁾􀀠 about may include a center islmld that large trucks
can drive onto, if necessary; its outside diameter is typically 50 tu 100 feet. Singlewlane roundabouts with Hon· mountable central islands usually lulVC .Ill 􀀨􀁬􀁬􀀱􀁴􀁾􀁩􀁤􀁴􀀬􀀠
dlilllll'tl']" of \00 to 􀁉􀁦􀁾􀀱􀁬􀀠 [l'vL l\hdlipk'-l;:lllt' lmmdaholils hnvL' an oulsiJL' diulHl'lcr of 120 to 200 lcd, i\\oJerli roumlHbout:-. llWy ill' (nlilt \\,llhin il (h.:velopl'd
nrC.1 of ul the cdge, where thcy orten mark thl' !;lllftllll'(' to H comnnwHy_ Tltl'}' Illakl' ilH idl:al intersection for .1 Il}t'HtitJll \\'herL' i1 bYPdSS wad pecls off un existing
highway to HHlid the (t'DtC!" of <I t'OIll111UIlily. The rllll ndabolll forces tiriV!;fS 10 make H til'· lil)l.;'rall'tieclsiull a[loul \\'helilL'r Lhey WilDt to drive lhruugh llH.'
cent!;r oj' lht: cumlllUlIily or hypass it. HtlUndat;IJuts are abo useful at 􀁩􀁮􀁨􀁾􀁲􀁳􀁬􀀧􀁤􀁩􀁯􀁬􀁬􀁓􀀠 with with it\\'k· I.\'Hrd (Ingles olld ll1ultiple branches, (1111.1 al diamond
fn.:cw<lY inlerchanges. . '.' !. A major ntlvantagt.: of the modern round, (Ibout is lhat it tends to he self-n:gulating, \'Vhcn lraffic is lighl, car;, lllay 􀁬􀁾􀁮􀁴􀁣􀁲􀀠 withoul
stopping and take i:H.lV1\Hlllge of tilt: full vY'kHh uf the circle, l'vcn cutting <ltTUSS lanes. vVhcn traffil' is hCHvy, ve 􀁨􀁩􀁤􀁣􀁾􀀠in the drdl' keepcin:uialing while Olle of lIa'
lIuliou's m'wesl roundabouts is located (out' blochs {rom the state ('upifIJl in tl-h)llfl't'lil.!", Vermont. About IG,Of)() vehicles a day have passed 􀀱􀁉􀀱􀁲􀁵􀁲􀁬􀀬􀁾􀁬􀁦􀀠tilt'
lUu·(t)()I·wide circle since it opened last August. Rig/tl: signs at an CUlntlll'l' t(} tI h'mlwmry roundabout otllsirie tile cily ofLuxembourg. place. The centnll island offers an 􀁯􀁰􀁰􀁯􀁲􀁾􀀠
tunity for a variety of landscaping fea· turc:::s, Recognizing such 􀁾􀁬􀁤􀁶􀁡􀀡􀀱􀁴􀁡􀁧􀁥􀁳􀀬􀀠a small group of traffic engineers is trying to introduce the modern roundabout to the
U.S. A few have been built in California, Colorado, Nevada, Maryland, Vermont, and Florida. Many traffic engineers reo main resislant to the idea, howeverj con· tending that roundabouts
are too confusing for drivers who are not used to them. Yet the experience of other countries with different driving cultures {Gr,eat Brit· ain, France, and Switzerland, for instancej
shows that drivers quickly overcome any initial confusion, France has even changed it basic 􀁾􀁰􀁲􀁩􀁯􀁲􀁩􀁴􀁹􀀠 to the righe' law to accommodate modern roundabouts. The modern roundabout
represents a departure from the basic highway design principle that is applied -often stub· bornly-in the U.S. The modern round· about is designed for a maximum speed rather than the
minimum speed that is the rllie in highway design. The fact that the roundabollt appears to be safer than other intersections raises doubts about the 􀁰􀁲􀁡􀁣􀁾􀀠 tice of uniformly imposing
a minimum design speed on all roadways, especially residential streels. Nowender many traf· fie engineers are disconcerted, The fact remains that the few modern roundabouts built in
the U.S. sO far show . the same safety benefits that have been seen in other countries, That's a good reason to pay more attention to this type of intersection. 1 urge our professional
transportation organizations and relevant government agencies to disseminate in· fonnation about modern roundabouts and to begin to establish design guidelines. Georges Jacquemart 15
a planner and engineer; he is a principal of Buckhurst Fish & Jacquemart in New York, 
(972) 450-2851 • FAX (972) 450·2834 16801 Wcstgrove PARKS & RECREATION January 6, 1997 Mr. David Meyers, P.E. Huitt-Zollars 3131 McKinney Avenue, Suite 600 Dallas, Texas 75204-2489 RE:
Addison Circle -Bosque Park Irrigation Specifications Dear David: Enclosed is an updated version of the Town of Addison Irrigation Speqifications. These need to be incorporated into
the plans for the irrigation system design for Bosque Park. Please call me if you have any questions. Sincerely, 􀁸􀁫􀁾􀁾􀀠 . Slade Strickland, Director Parks and Recreation cc: Ron
Lee, Town of Addison John Baumgartner -Town of Addison Paul Shaw -Newman, Jackson, & Bieberstein 
(972) 450-2851 • FAX (972) 450·2834 168m Westgrove April 4, 1997 Bryant Nail Columbus Realty Trust 15851 Dallas Parkway, Suite 855 Dallas, Texas 75248 RE: Reconciliation of the Bosque
Park Budget Dear Bryant: In an effort to better understand the costs related to Bosque Park, I analyzed the items listed on HuittZollar's cost breakdown for the park and the design contract
for the Public Infrastructure Phase I Improvements. Huitt-Zollars listed seven schedules with probable costs as well as additional Bosque Park budget items. Schedule VI includes the
costs associated with pulling wire and providing the control panels to provide power to the electrical receptacles on Quorum Drive and Addison Circle Drive. This should be a pay item
charged to the Phase I streetscape budget, no! the park. Also, the paving outside of the park on the north side of building 'A' is a questionable park expense. The sidewalk is not an
integral part of the park as public space, and It fundamentally serves as building access. Some of the design items listed, except for the NJB fees, do not appear to be appropriate costs
and should have already been included in Huitt-Zollar's design contract for the Phase I improvements. The summary below lists the budget items I believe to be legitimate park related
costs and those that fall outside the scope of the park. RELA TED BOSQUE PARK BUDGET ITEMS Bosque Park Budget as per the Master Facilities Agreement $500,000 1. Vault Construction (109,746l
Vault Design (8,500 2. (2) Drinking Fountains installed by Gibson Construction at the park entries as part of the Phase I PubliC Infrastructure Project (11,800) 3. DeSign Fees: NJB's
portion of the Huitt;Zoliars Phase I PubliC Infrastructure design fee of $232,500 (30,200) $29, 000 -Lump Sum 1.200 -Reimbursables $30,200 4. Electrical Vault Bidding and Miscellaneous
Park Task (1,500) TOTAL AVAILABLE FUNDS FOR BOSQUE PARK $338,254 
UNRELATED BOSQUE PARK BUDGET ITEMS 1. Sidewalk Construction 􀁾􀀳􀀴􀀲􀀶􀀠S.F.) along $20,520 south edge of Bosque ark north of Building 'A' PHASE I STREETS CAPE EXPENSE OR BUILDING SITE
EXPENSE 2. Schedule VI -Electrical Improvements -Streetscape 48,173 (Wiring run and electrical service for light receptacles in tree wells along Quorum and Addison Circle Drive) PHASE
I STREETSCAPE EXPENSE 3. Tree Lighting Electrical Design for Tree Well Receptacles on Quorum and Addison Circle Drive PHASE I STREETSCAPE EXPENSE 9,500 4. Bosque Park CivilfStructuralfElectrical
Design INCLUDED IN NJB'S LUMP SUM DESIGN FEE 9,500 5. Electrical Vault Bidding and Miscellaneous Park Tasks INCLUDED IN $1500 IN RELATED BOSQUE PARK BUDGET ITEMS 6,000 6. Construction
Administration -Landscape (NJB) 6,000 INCLUDED IN HZI'S LUMP DESIGN FEE 7. Construction Administration 7 Civil (HZI) 2,000 INCLUDED IN HZI'S LUMP SUM DESIGN FEE 8. Construction Administration
-Structural (HZI) 5,000 INCLUDED IN HZI'S LUMP SUM DESIGN FEE 9. Construction Administration -Electrical 􀁾􀁚􀁬􀀩􀀠 1,500 INCLUDED IN HZI'S LUMP SUM DESI N FEE 10. HZI Miscellaneous
Staking Allowance (Walls, Walks, 5,000 Features) INCLUDED IN HZI'S LUMP SUM DESIGN FEE TOTAL UNRELATED COSTS $113,193 The budget of $338,254 is short of Gibsons park bid by $187,074.
The two options available to us now are to significantly reduce the design scope, primarily focusing on the wall and drainage. The other option is to consider borrowing funds from one
of the future phase park projects to offset the shortfall. This will allow us to build a park with the detail and quality the Town expects, instead of scaling back the original design
to a less appealing option. Please call me at 450-2869 so we can discuss this before our meeting on Thursday, April 10, 1997. 􀁚􀁷􀁾􀀠 Slade Strickland cc: Lea Dunn, Assistant City Manager
John Baumgartner, Director of Public Works i 
PARKS & RECREATION (972) 450-2851 • fAX (972) 450·2834 . . .. ,-Post Office Box t44 Addison, Texas 75001 16801 Wcstgrovc August 20, 1997 Bryant Nail Columbus Realty Trust 15851 Dallas
Parkway, Suite 855 Dallas, Texas 75248 Dear Bryant: Enclosed is an invoice for $45,583 to reconcile Columbus's participation in the cost of the Bosque park project. The Town has $357,500.35
available for the project. Jim Bowman has executed and returned the contract documents to begin the work. Once the Town receives payment from Columbus, the notice to proceed will be
issued to Bowman Please call me at 450-2869 if you have any questions. Sincerely, 􀁲􀁾􀁨􀁾􀁾􀁾􀀤􀁾􀂣􀀠 Slade Strickland, Director Parks and Recreation cc: Ron Whitehead Lea Dunn John
Baumgartner Randy Moravec 
Town of Addison Public Works To: DaJj/d !vIe q-e rs Company:!-+v 1 'H: -Zo""",,-,-l.u.\􀁡􀀢􀀭􀁁􀁙􀁌􀀮􀀮􀀵􀀮􀀺􀁫􀀭􀁟􀁾_____􀁾􀀠 Fax #: $1'7/-Q751 Date: s3 /{), 8' /qCa r J # ofpages,
including cover:--=f.e__ From: ,Jo till & 1 UDga",t:-in-ey o Original in mail 0 Per your request 0 FYI 0 Call me Comments: 
, 􀁉􀁾􀀠 " "-,,'. '. -.r-v 􀁾􀁌􀀭􀀧 􀁾􀀠'-":A) I '/(..JL<1J"L...> 􀁾􀁾􀀫􀁩􀀨􀁾 􀁾􀁤􀁴􀀮􀁤􀀠 􀀨􀀨􀀩􀁾0 I N T E R , , MEMO 0 F F I C E To: John Baumgartner, Director JfPublic Works, City
Engineer From: Lieutenant Bob 􀁍􀁣􀁋􀁩􀁴􀁲􀁩􀁣􀁫􀀻􀁴􀁐􀁾􀀣􀀧􀁴􀀧􀁦􀀠 SUbject: Preliminary Signage Recommendation for Phase I Urban District Date: January 5, 1996 The following is a list
of recommendations for signage and traffic markings for the Urban District Phase 1. 1. Signage to warn motorists ofthe traffic circle placed at the following locations: A Morris and
SIB Quorum B. McKamy and SIB Quorum C. NIB Quorum (near DART right-of-way) D. WIB Mildred (proposed street) E. E!B Mildred at Witt 2. Pavement markings at entrance and interior ofcircle
to facilitate a natural flow to traffic entering and exiting the circle. 3. Speed limit signs with recommended speeds due to the integration ofbrick pavers and its unknown perfonnance
versus a concrete roadway. A Quorum 30 mph B. Mildred 30 mph C. Witt 20 mph D. Paschal 20 mph E. Morris 20 mph F. McKamy 20 mph 4. Signage placement and street markings for pedestrian
crosswalks at the following locations: A Traffic circle B. Mildred at Witt C. Morris at Paschal D. McKamy at Paschal 
John Baumgartner Page 2 January 5, 1996 5. No parking signs at the following locations: A. Morris at Witt B. McKamy at Paschal Let me know ifyou have any questions concerning these recommendations.
RMIaf Attachment -Preliminary Signage Plan 
32 TRANSACTION REPORT FOR HP FAX-7ee SERIES VERS ION, 01. 00 AX NAME, SERVICE CENTER DATE, 05-JAN-96 AX NUMBER, 9316643 TIME, 16,58 DA.TE IIME 􀀸􀁅􀁍􀁑􀁉􀁅􀁟􀁾􀁍􀁅􀀠AND 􀁾􀀠 DURATION
EG RES\JlT 􀁾􀀠 4-JAN 18,12 R 21424282103 O,00,58 1 OK 653813001100 5-JAN 103,01 R O,02,14 1 OK 553113001100 5-JAN 06,27 R O,00,36 1 OK 563113001100 IS-JAN 08,53 R 214 490 9261 10,05,06
13 OK 6A3813001100 15-JAN 09,48 R 214 745 7806 10,1010,49 2 OK 663813001100 15-JAN 09,58 R 2146703154 10,010,54 2 OK 663813001100 is-JAN 10,44 R 2146703154 10,01,44 5 OK 663813001100
i5-JAN 11,15 S 2144232917 10,010,43 1 OK 55314010016A is-JAN 13,10 S 2144507208 O,00,44 2 OK 65384010016A is-JAN 13,12 S 2144507208 O,00,44 2 OK 65384010016A l5-JAN 13,29 R 0,01,12 1
OK 553113001000 16-JAN 13,37 R 2149607684 0,01,41 3 OK 653813001100 l5-JAN 13,41 S 2149316011 O,01 ,31 3 OK 563140100170 15-JAN 13,46 R 817871 8116 O,05,20 7 OK 553113001100 15-JAN 13,55
R 214 991 0704 O,OO,55 2 OK 663813001100 15-JAN 13,58 S PD UPSTAIRS 7020643 O,00,42 2 OK 65384010006A 35-JAN 15,06 S 2149607684 0,01,46 4 OK 65384010016A 35-JAN 15,09 S 855 0219 10,01,49
4 OK 563340100198 􀁾􀀵􀀭􀁊􀁁􀁎􀀠 15,29 R O,00,55 1 ERROR 502553113000100 35-JAN 15,31 S 214+770+5129 0,01,41 4 OK 663840100192 a5-JAN 15,33 S 817 752 0050 0,010,32 1 OK 663840100188
a5-JAN 15.34 S TU ELEC 7916706 0,01,02 1 OK 664840100098 a5-JAN 15,35 R 0,01,31 2 OK 553113001100 105-JAN 15,39 S 817 752 0050 O,OO,32 1 OK 663840100188 :a5-JAN 15,52 R 214 466 3535
O,03,40 6 OK 663813001100 a5-JAN 16,103 S 386 0938 (:;h00,30 1 ERROR 031A7384010016C 05-JAN 16,06 S 386 0938 O,OO.29 1 STOP A7384010216C a5-JAN 16,08 S 386 0938 O,00,30 1 OK A7384010016C
05-JAN 16,10 S FINANCE UP 4507065 0,03,04 7 OK 553340100192 05-JAN 16,51 S 855 0219 0,01,08 3 OK 563340100198 05-JAN 16,55 S 214+770+5129 0,00,58 3 OK 663840100192 05-JAN 16,57 S 2149607684
0,01.07 3 OK 66384010016A S=FAX SENT R=FAX RECEIVED I=POLL IN(FAX RECEIVED) O=POLLED OUT(FAX SENT) 
PARKS & LEISURE SERVICES (214) 4S0.28S1 • FAX (214) 248-7814 Post Office Bt)x 144 Addieon. Texas 75001 16801 Weatgrove MEMORANDUM Date: March 27, 1996 To: John 􀁂􀁡􀁕􀁭􀁧􀁡􀁲􀁴􀁮􀁥􀁾
From: Slade Strickland Subject: Construction Plan eVlew -Urban Center/Public Infrastructure Improvements The following comments need to be made part of the final set of plans issued
for construction for the Urban Center phase I public infrastructure improvements. Planting and Furniture Plan 1. The issue of who maintains the pots and the planters adjacent to the
buildings is unresolved. There is no irrigation shown on the plans for the pots, but it is shown for the planters as part of the public irrigation system. If Columbus wants potted plants
and vines to grow on the buildings from the planters, they need to connect the irrigation to their sprinkler system and provide the ongoing maintenance. Additionally, 12 pots are shown
on the plans, but 22 are listed on the plans under the furniture schedule. Where are the other 12? 2. One water fountain is shown and 2 are listed in the Bid Schedule IX. 3. The plan
needs to show the trees on Quorum Road to be removed instead of transplanted and held. This is according to our last conversation with Paul Shaw and Huitt-Zollars. 4. Where is the clock
located? 5. All park benches need to be centered between the tree wells to allow adequate pedestrian walk space. 6. The number of 'Nellie R. Stevens' Holly shown (0) is incorrect. It
should be 80. Irrigation The majority of the previous comments on necessary irrigation revisions are not reflected In the plan (see attached). Most of the changes can be accomplished
in the field, however, the contractor needs to be aware them up front. 
Irrigation Revisions· Urban Center Public Infrastructure Improvements-Phase 1. Delete all 45 degree elbows on pipe larger than 314". 2. Indicate sleeve sizes on irrigation plans. 3.
Avoid fittings under hardscape, but if necessary, house in a concrete traffic control box with metal lid. 4. All irrigation water meters shall be 1112 inch, but DCA can be 2". Include
approved master valve, flow meter, and necessary wiring at each water source. 5. Wherever possible, avoid placing mainline and valves underneathhardscape. 6. Connect new irrigation system to existing system on Quorum medians south of the circle. 7. Install extra wire to end of all mainline runs in every direction. 8. Some heads
require arcs are not shown on the legend. 9. Some sleeves are not shown. 10. Some nozzles are too large for given landscape area and over spray too much. 11. Eliminate all crosses. 12.
Some piping is not sized. 13. There is only single head coverage in some areas. 14. Water turf zones and bed zones separate. 15. Provide 8 extra wires to circle area and use ball valve
as main cap. Plans say gate valve. 16. Some head symbols are not shown in the proper location. The attached Town of Addison Irrigation Specifications apply to this project and are made
part of the construction plans. 
TOWN OF ADDISON IRRIGATION SPECIFICATIONS Revision 01/11/96 1. Design head to head with no single head coverage. Use appropriate size nozzles for a given landscape area so as not to
spray onto or over paved surfaces or structures. Do not exceed manufacturer's recommendations. 2. All mainline pipe 2" and smaller is to be Schedule 40 belled PVC; larger sizes are to
be Class 200. Put not more than two (2) pipes in anyone trench. Class 200 belled PVC lateral piping is subject to prior approval by the Town. 3. Fittings: No crosses are permitted. Separate
tees and/or elbows by at least 12". Reduction tees are preferred over use of reducer bushings. Only Spears and/or Lasco are permitted. Allow 18" outside of sleeve before first fitting.
Prefer no 45 degree elbows on 1" and larger pipe. 4. Wiring: 14 gao UFo Red -Control sires. White -Ground. Anytime wiring changes direction, such as at an elbow or tee, allow a loop
at least one hand width (10 inches) alongside the fitting at that location. Only continuous wire runs are permissible unless otherwise approved. Wire should follow mainline where possible
and lay along a single side not crossing over lateral lines. 5. Use King connectors for all wire splices. Allow at least 36" of pigtailed wire at each splice. All valve splices are to
be housed in standard (large) rectangular plastic valve boxes. All field splices are to be in 10" round plastic valve boxes. 6. Only Weathermatic 11000 Series plastic valves are permitted.
They are to be located within standard (large) rectangular plastic valve boxes with 4"-6" of pea gravel placed underneath the valve in such a manner as to prevent soil infiltration into
the box. 7. Only Buckner Model 30A single lug :y." QCV's are permitted. They are to be connected to a threaded fitting. Teflon paste and appropriate length gray Schedule 80 nipples and
Schedule 40 fittings are to be used. House QCV in a 10" round plastic valve box. 8. All heads are to be attached to threaded fittings via 6" Lasco polyethylene nipples cut to the appropriate
appropriate length. All nozzle sizes will be designated on the plans. Pop-ups: Only Toro 570C Series are permitted, unless otherwise noted. Install:y." above finished grade. Turf -4"
(includes tree bubblers within turf areas, use Toro SBPC nozzles). Very low ground cover «6" mature height) -6" HP. Ground cover and low growing shrubs -12" HP. Funny pipe for 12" HP
installations with owner approval is acceptable if conditions warrant. page 1 of 3 
Bubblers: Bed areas only. Use Toro 500 Series stream or flood bubblers. Rotaries: Only Hunter PGP Series are permitted, unless otherwise noted. Install %" above finished grade. Risers:
Use Type-M copper with soldered male ends for Toro 570-S shrub adapters and female ends to attach to short polyethylene nipples screwed into threaded fittings. Owner reserves the right
to determine placement of risers versus pop-ups. 9. Only Hersey MVR meters and three (3) brass flanges are acceptable. Meter lay lengths must be in accordance with Town of Addison's
Public Works Department specifications. Stainless steel bolts and nuts must be used in the installation along with neoprene gaskets. House in appropriate size, (to be determined by Owner),
concrete box with lid. To bring box to ground level use bricks or pavers, and backfill inside below meter base with at least 6" of pea gravel. Connection to main must be approved and
inspected by the Town's Utilities Department and all tap materials are to be purchased at the expense of the contractor and must comply with the Town's specifications. A permit is also
required. 10. Only Febco 805-Y Double Check assemblies are to be used. Connect to meter flange using Teflon paste and gray Schedule 80 nipple at least 12" in length. House in appropriate
size, (to be determined by OWner), rectangular plastic valve box. See above meter installation instructions and follow same with the exception of using plastic valve box extensions for
increased height. Connect irrigation mainline to DCA using Teflon paste and PVC male adapter. 11. Female threaded plastic ball valves with positive T-handle cut off must be installed.
House in standard (large) rectangular plastiC valve box and follow meter box installation instructions for DCA assembly. 12. Only an appropriate size Rain Master Evolution stainless
steel controller with sensor and communication board and transient protection along with a stainless steel freestanding pedestal is permitted. Controller must include all necessary hardware
to ensure communication and operation with the Town's central control located at 16801 Westgrove. Installation must also include, but not be limited to, additional Rain Master hardware
such as: phone modem, flow meters, Weathermatic master valves, etc. Any additional direct burial wiring going to a device other than a station valve must have a separate solid color
assigned to it. It is the contractor's responsibility to entail the cost of and work in conjunction with Southwestern Bell Telephone to establish a dedicated phone service and install
an interface within the pedestal at each controller location via approved direct burial cable. Controllers are to be affixed to a Townapproved permanent concrete pad via four (4) 7/16"
or larger stainless steel bolts, nuts and washers. All wiring is to enter the pedestal via approved size gray PVC sweep elbows extending at least 1" through the pad. Control wiring,
120-volt service, and phone cables are to be separated with each having its own access elbow. All local and national codes must conform to any and all aspects of the installation. All
page 2 of 3 
controllers are to be wired for remote operation with Irritrol RVC units; to achieve this utilize appropriate size universal pig tail adapters. The entire installation must conform to
Rain Master specifications and be approved by the Town prior to and be inspected during installation. Such specifications will include grounding and pad configurations and distances
of separation from water meter to master valve' to flow meter and first fitting. Additional Rain Master hardware will be needed to control remote devices' such as lighting, fountains,
or booster pumps; these will also be the responsibility of the contractor to supply, install and ensure proper operation. The Town of Addison may also specify the installation of a Rain
Master ET Tracker and any related equipment to make' it a functional component of the computer-controlled system. A mini-click freeze sensor must be installed at every controller in
an approved location and by an approved method. 13. Use clean and approved loam to backfill all pipe to a depth of at least 6" above top of pipe. All heads and boxes are to be backfilled
to grade with loam. Remainder of trench may be filled using clean and approved soil. No rocks greater than 1" are allowed. Compact trenches to alleviate settling. Minimal depth of coverage
is 12". 14. All sleeves 2" and smaller will be Schedule 40 PVC with size and approximate location noted on the plan. Larger sizes will be Class 200. All piping underneath paving, including
sidewalks, must be sleeved. All sleeves are to be belled PVC pipe. 15. Use appropriate and approved PVC solvent. Avoid excessive use and wipe all joints and fittings clean. 16. The installer
is responsible for resetting head and/or box height due to settling. Contractor must supply a workmanship warranty for (1) year from date of completion. 17. All work is to be accomplished
by or directly supervised by an on-site irrigator licensed by the State of Texas. 18. Prior to any backfilling of trenches, an inspection by the Town's representative must take place
and implement any necessary changes; otherwise, manual excavation to enable proper inspection will be necessary. 19. Valve sequencing must be performed by the contractor and in an order
approved by the Town's representative. At least 6" of extra station wiring within the bottom of the pedestal is necessary for each zone and must be of neat and orderly appearance. 20.
Plans are diagrammatic and field adjustments are often necessary. For this reason, prior to trenching, head layout with flags needs to be done and locations approved by Town's representative.
Not doing so may result in the relocation of heads at the contractor's expense. 21. Communication is the key. If you are unsure -CALL! page 3 of 3 
FlIlE DEPAItTAlENT (214) 450·7200 FAX (214) 450-7208 Post Offtce Box 144 Addison, Texas 75001 4798 Airport Pork",'ay MEMORANDUM January 4, 1996 TO: John Baumgartner, Director/City Engineer
FROM: Gordon C. Robbins, Fire Prevention Chief SUBJECf: Addison Circle -suspended lighting over mews Several weeks ago I attended a meeting at which the possibility ofsuspended lighting
was discussed. My understanding at the time was that cables with light fixtures would be suspended over the mews between the buildings at 75-foot intervals and at a height greater than
20-feet above the street. Yesterday I learned the proposed design also calls for cables to be suspended longitudinally down the middle ofthe ·mews, connecting each cable suspended between
the buildings. As you know, we have serious concerns about access to the buildings in the area due to the narrow width (24') of the mews and the possibility of parked cars and other
obstructions. And, while we are prepared to work within a 24' x 75' "box" as I originally understood it; we believe the proposed design with the additional cable (a 12' x 75' box) would
render our aerial firefighting equipment virtually unusable. We are therefore opposed to it. Ifyou have any 􀁱􀁵􀁾􀁳􀁴􀁩􀁯􀁮􀁳􀀬􀀠please contact me at ext. 7220 Thank you. 
DRAFT PARKS & LEISURE SERVICES (214) 450·2851 • FAX (214) 248·7814 Poat Offiee Box 144 Addison. Texas. 75001 16801 WCJiltgrove January 11,1996 Mr. Paul Shaw Newman, Jackson, Bierberstein,
Inc. 12770 Coit #21 0 Dallas, Texas 75251 RE: Plan Review -Urban Cenler Phase I (Sleeving, Paving. Streelscape. landscaping, Irrigation) Sheel# SLEEVING PLAN 421137 421137 SURFACE PATTERNING
PLAN 421137 421137 47/137 471137 47/137 431137 PLANTING AND FURNITURE PLAN 123/137 Comments Provide (2) 4" sleeve from intersection for irrigation/fa Provide sleeves for propos development.
Private devi watering. Determine limit of project 0 Submit proposed brick paver for approval. Will the pedestrian walkway on the north side of Building "A" be used by vehicles? If not,
does a bollard need to be placed at the Witt Mews end (northwest corner of Building "A"). Will concrete/paver specifications support vehicle load? What is the schedule for the Bosque
Park and how will the north side of Building "A" interface with raw park land in temns of project sequencing? Will the park wall be constructed as part of Phase I? If so, plans need
to be included. Provide concrete curb/ribbon restraint along south side of paver sidewalk on south side of Mildred Street. Is water fountain shown in Bosque Park part of Phase 1? ShOUld
be part of park development. 
Plan Review -Urban Center Phase I (Sleeving, Paving, Streetscape, Landscaping, Irrigation) Page 2 of3 123/137 Red Oaks proposed for narrow Quorum left hand turn median are too large
for this location. Consider substitute planting or paver. 123/137 Center all park benches between tree wells. 123/137 Lawn Type 'A" on Quorum median shall be 'TexTurf 10' benmuda sod.
123/137 Red Oaks on Quorum crosswalk at Morris Avenue intersection are too close to the crosswalk curbs. 125/137 Bike racks and water fountain located at Morris Avenue park entrance
is awkward. It appears that one bike rack and the litter receptacle are inside the park wall. 1261137 Why are the bike rack and litter receptacle shown inside the park? 127/137 All trash
receptacles shall be maintained by Columbus Property Management. 127/137 All pots shall be irrigated, planted, and maintained by Columbus Property Management. 127/137 AU Live Oaks shall
be 200 gallon, container grown, 14'-16' height, 6' spread, full. AI! trees shall be inspected and field tagged on the designated nursery sites by the Town of Addison. 127/137 127/137
127/137 IRRIGATION PLAN IN GENERAL 'Nellie R. Stevens' holly are not listed on the plant schedule. Holly are shown on sidewalk. Revise to show behind paved edge. Add 'Tex Turf 10' solid
sad on plant schedule to be placed on Quorum medians. Cannot looate controller 'N. For maintenance ease, avoid 45 degree elbows on pipe larger than %". Sleeve sizes need to be written
in on the plans. If possible, no fittings under hardscape, but if necessary, they must be housed in concrete traffic control box with metal lid. Water meters need to be 1 Y, " but DCA
can be 2". I nelude approved master valve, flow meter, and necessary wiring at each water source. Wherever possible, avoid putting mainline under hardscape. Do not place valves in hardscape.
Quorum center medians have existing landscape and irrigation. Following construction, these need to be inspected for damage and implement repairs to Town's satisfaction. Existing irrigation
on the the Quorum medians should be substantially salvageable. Rework design to incorporate these sections. Scale in all title boxes is wrong. 
Plan Review" Urban Center Phase I DRAFT (Sleeving, Paving, Streelscape, Landscaping, Irrigation) Page 3 of3 130/137 1311137 1321137 133/137 134/137 135/137 136/137 137/137 Install extra
wire to end of all mainline runs in every direction. No QCU's are shown. Space every 200'. Install isolation ball valves on main every 400'. Some heads require arcs not shown in legend.
Some sleeves not shown. Relocate valves and main to tuli areas. Some head symbols not drawn in proper location. Some nozzles too large for given landscape area and overspray too much.
Eliminate crosses. Coverage falls short or only single head coverage in some areas. Some piping not sized. Relocate valves and main into turf area. Some sleeves not shown, Some tree
wells on turf zone and are being overwatered by additional turf heads. Redesign to keep turf water in turf zones. Some heads require arcs not shown in legend. Eliminate crosses. Some
piping not sized. Coverage insufficient in some areas. Provide 8 extra wires to Rand and use ball valve as main cap. Some sleeves not shown. Some heads omitted. Eliminate crosses. Some
heads require arcs not shown in legend. Some nozzles too large for landscape area and overspray too much. No valves or fittings under paving. Coverage insufficient in some areas. Some
pipe not sized. Questionable design few areas. Relocate valves to tuli. No fittings under paving. Some areas have poor coverage or overspray onto hardscape. Some sleeving not shown.
Some piping not sized. Some head symbols not shown in proper location. No valves under paving. Label controllers with letter and change type. Some sleeving not shown. Some sleeving not
shown. Some nozzles too large for landscape area and overspray too much. Questionable design few areas. Rework delsils and notes to conform to Town's specifications. 
ADDENDUM #1 IRRIGATION SPECIFICATIONS 1. Town of Addison Irrigation Specifications dated 1/11/96 supersede any and all others. However, any discrepancies between those of the approved
construction plans and those of the Town must be brought to the attention of the Town's designated representative for a final determination. 2. Water.taps will be 2" in size. All parts
must conform to Town of Addison Water Department specifications and are the responsibility of the contractor to provide. Inspection of taps by Water Department representative must occur.
Excavation and tap permits are required. Unless noted and approved, meters are to be 1%,' in size and again conform to Water Department specifications for type and installation along
with meter boxes and backfilling procedures. Contact: Keith Thompson (214) 450-2873 or Dave Wilde (214) 450-2872. 3. All paving must have Town-approved sleeve sizes and quantities present.
It is the responsibility of the contractor to notify the Town of any area where sleeving should be present but is not and provide such materials at his cost. Any paving installed without
sleeving will necessitate a bore and subsequent sleeving at the contractor's expense. 4. RainMaster controllers and associated hardware will be utilized on the job. Reference Town's
Irrigation Specifications for this aspect of the job. Note: separate stations will be necessary for operation of lights, fountains, etc.; additional hardware is also needed and is to
be purchased and installed by the contractor. For part numbers and pricing contact Matt Swor of Longhorn Supply at (214) 406-0222. For technical questions, contract Don Thompson of TNT
at (214) 530-6789 or John Terosian of RainMaster at (800) 777-1477. 
TOWN OF ADDISON IRRIGATION SPECIFICATIONS Revision 01/11/96 1. Design head to head with no single head coverage. Use appropriate size nozzles for a given landscape area so as not to
spray onto or over paved surfaces or structures. Do not exceed manufacturer's recommendations. 2. All m<lilJ.:iine pipe 2 " and smaller is to be Schedule 40 belled PVC; larger sizes
are to be Class 200. Put not more than two (2) pipes in anyone trench. Class 200 belled PVC lateral piping is subject to prior approval by the Town. 3. Fittings: No crosses are permitted.
Separate tees and/or elbows by at least 12". Reduction tees are preferred over use of reducer bushings. Only Spears and/or Lasco are permitted. Allow 18" outside of sleeve before first
fitting. Prefer no 45 degree elbows on 1" and larger pipe. 4. Wiring: 14 gao UFo Red -Control sires. White -Ground. Anytime wiring changes direction, such as at an elbow or tee, allow
a loop at least one hand width (10 inches) alongside the fitting at that location. Only continuous wire runs are permissible unless otherwise approved. WIre should follow mainline where
possible and lay along a single side not crossing over lateral lines. 5. Use King connectors for all wire splices. Allow at least 36" of pigtailed wire at each splice. All valve splices
are to be housed in standard (large) rectangular plastic valve boxes. All field splices are to be in 10" round plastic valve boxes. 6. Only Weathermatic 11000 Series plastic valves are
permitted. They are to be located within standard (large) rectangular plastic valve boxes with 4"-6" of pea gravel placed underneath the valve in such a manner as to prevent soil infiltration
into the box. 7. Only Buckner Model 30A single lug %" QCV's are permitted. They are to be connected to a threaded fitting. Teflon paste and appropriate length gray Schedule 80 nipples
and Schedule 40 fittings are to be used. House QCV in a 10" round plastic valve box. 8. All heads are to be attached to threaded fittings via 6" Lasco polyethylene nipples cut to the
appropriate length. All nozzle sizes will be designated on the plans. Pop-ups: Only Toro 570C Series are permitted, unless otherwise noted. Install %" above finished grade. Turf -4"
(includes tree bubblers within turf areas, use Toro SBPC nozzles). Very low ground cover «6" mature height) -6" HP. Ground cover and low growing shrubs -12" HP. Funny pipe for 12" HP
installations with owner approval is acee ptable if conditions warrant. page 1 of 3 
Bubblers: Bed areas only. Use Toro 500 Series stream or flood bubblers. Rotaries: Only Hunter PGP Series are permitted, unless otherwise noted. Install %" above finished grade. Risers:
Use Type-M copper with soldered male ends for Toro 570-S shrub adapters and female ends to attach to short polyethylene nipples screwed into threaded fittings. Owner reserves the right
to determine placement of risers versus pop-ups. 9, OnIY.:Hersey ,MVR meters and three (3) brass flanges are acceptable. Meter lay lengths must be in accordance with Town of Addison's
Public Works Department specifications. Stainless steel bolts and nuts must be used in the installation along with neoprene gaskets, House in appropriate size, (to be determined by Owner),
concrete box with lid. To bring box to ground level use bricks or pavers, and backfill inside below meter base with at least 6" of pea gravel, Connection to main must be approved and
inspected by the Town's Utilities Department and all tap materials are to be purchased at the expense of the contractor and must comply with the Town's specifications. A permit is also
required. 10. Only Febco 805-Y Double Check assemblies are to be used. Connect to meier flange using Teflon paste and gray Schedule 80 nipple at least 12" in length. House in appropriate
size, (to be determined by Owner), rectangular plastic valve box. See above meter installation instructions and follow same with the exception of using plastic valve box extensions for
increased height. Connect irrigation mainline to DCA using Teflon paste and PVC male adapter. 11. Female threaded plastic ball valves with positive T-handle cut off must be installed.
House in standard (large) rectangular plastic valve box and follow meter box installation instructions for DCA assembly. 12. Only an appropriate size Rain Master Evolution stainless
steel controller with sensor and communication board and transient protection along with a stainless steel freestanding pedestal is permitted. Controller must include all necessary hardware
to ensure communication and operation with the Town's central control located at 16801 Westgrove. Installation must also include, but not be limited to, additional Rain Master hardware
such as: phone modem, flow meters, Weathermatic master valves, etc. Any additional direct burial wiring going to a device other than a station valve must have a separate solid color
assigned to it. It is the contractor's responsibility to entail the cost of and work in conjunction with Southwestern Bell Telephone to establish a dedicated phone service and install
an interface within the pedestal at each controller location via approved direct burial cable. Controllers are to be affixed to a Townapproved permanent concrete pad via four (4) 7/16"
or larger stainless steel bolts, nuts and washers. All wiring is to enter the pedestal via approved size gray PVC sweep elbows extending at least 1" through the pad. Control wiring,
120-volt service, and phone cables are to be separated with each having its own access elbow. All local and national codes must conform to any and all aspects of the installation. All
page 2 of 3 
controllers are to be wired for remote operation with Irritrol RVC units; to achieve this utilize appropriate size universal pig tail adapters. The entire installation must conform to
Rain Master specifications and be approved by the Town prior to and be inspected during installation. Such specifications will include grounding and pad configurations and distances
of separation from water meter to master valve to fiow meter and first fitting. Additional Rain Master hardware will be needed to control remote devices such as lighting, fountains,
or booster pumps; these will also be the responsibility of the contractor to supply, install and ensure proper operation. The Town of Addison may also specify the installation of a Rain
Master ET Tracker and any related equipment to make···it a functional component of the computer-controlled system. A mini-click freeze sensor must be installed at every controller in
an approved location and by an approved method. 13. Use clean and approved loam to backfill all pipe to a a depth of at least 6" aboveJop of pipe. All heads and boxes are to be backfilled
to grade with loam. Remainder of trench may be filled using clean and approved soil. No rocks greater than 1" are allowed. Compact trenches to alleviate settling. Minimal depth of coverage
is 12". 14. All sleeves 2" and smaller will be Schedule 40 PVC with size and approximate location noted on the plan. Larger sizes will be Class 200. All piping underneath paving, including
sidewalks, must be sleeved. All sleeves are to be belled PVC pipe. 15. Use appropriate and approved PVC solvent. Avoid excessive use and wipe all joints and fittings clean. 16. The installer
is responsible for resetting head and/or box height due to settling. Contractor must supply a workmanship warranty for (1) year from date of completion. 17. All work is to be accomplished
by or directly supervised by an on-site irrigator licensed by the State of Texas. 18. Prior to any backfilling of trenches, an inspection by the Town's representative must take place
and implement any necessary changes; otherwise, manual excavation to enable proper inspection will be necessary. 19. Valve sequencing must be performed by the contractor and in an order
approved by the Town's representative. At least 6" of extra station wiring within the bottom of the pedestal is necessary for each zone and must be of neat and orderly appearance. 20.
Plans are diagrammatic and field adjustments are often necessary. For this reason, prior to trenching, head layout with flags needs to be done and locations approved by Town's representative.
Not doing so may result in the relocation of heads at the contractor's expense. 21. Communication is the key. If you are unsure -CALL! page 3 of 3 
ENVIRONMENTAL SERVICES 16801 Weatgrove Road (214) 450-2821 Fne,imile (214) 931·6643 Post Office Box 144 Addison. Texas 75001 January 8, 1996 TO: 􀁾􀁨􀁮 Baumgartner, Director Public Works
FROM: Neil Gayden, Environmental Services Official RE: Grease traps for retail food lease spaces at the Urban Center Be advised that each lease space to be occupied by food and beverage
retailers must be equipped with a separate and distinct grease trap. Each trap must be located outdoors accessible to vacuum truck cleaning and be sized according to the Food Products
and Plumbing codes. Due to building configurations, sewer location, restrictive clearances, etc., installing grease traps after infrastructure and buildings are completed may be a logistical
nightmare if not altogether impossible. Therefore, we strongly recommend that properly sized and suitably located grease traps be installed at any and all lease spaces projected for
foodservice facilities during building construction OR verify that traps can be installed to to code as spaces are leased and being readied for occupancy. Situations cannot be created
or allowed that renders a lessee unable to install a proper grease trap. I am available to discuss these matters with you are anyone representing the project. 
ENVIRONMENTAL SERVICES 16801 Westgrove Rf)lld (2M) 45!;-2821 F.,.imile (214) 931-6643 Poal Office Box. 144 􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀁾􀀠Texas 75001 January 8, 1996 TO: 1rhnBaumgartner, Director
Public Works FROM: Neil Gayden, Environmental Services Official RE: Grease traps for retail food lease spaces at the Urban Center Be advised that each lease space to be occupied by food
and beverage retailers must be equipped with a separate and distinct grease trap. Each trap must be located outdoors accessible to vacuum truck cleaning and be sized according to the
Food Products and Plumbing codes. Due to building configurations, sewer location, restrictive clearances, etc., installing grease traps after infrastructure and buildings are completed
may be a logistical nightmare if not altogether impossible. Therefore, we strongly recommend that properly sized and suitably located grease traps be installed at any and all lease spaces
projected for foodservice facilities during building construction OR verify that traps can be installed to code as spaces are leased and being readied for occupancy. Situations cannot
be created or allowed that renders a lessee unable to install a proper grease trap. I am available to discuss these matters with you are anyone representing the project. 
ENVIRONMENTAL SERVICES (214) 450·2821 Fac,imile (214) 931-6643 Post. Office Box 144 Addison. Texas 75001 January 8, 1996 TO: 􀀱􀁾􀁨􀁮 Baumgartner, Director Public Works FROM: Neil Gayden,
Environmental Services Official RE: Grease traps for retail foodlease spaces at the Urban Center Be advised that each lease space to be occupied by food and beverage retailers must be equipped with a separate and distinct grease trap. Each trap must
be located outdoors accessible to vacuum truck cleaning and be sized according to the Food Products and Plumbing codes. Due to building configurations, sewer location, restrictive clearances,
etc., installing grease traps after infrastructure and buildings are completed may be a logistical nightmare if not altogether impossible. Therefore, we strongly recommend that properly
sized and suitably located grease traps be installed at any and all lease spaces projected for food service facilities during building construction OR verify that traps can be installed
to code as spaces are leased and being readied for occupancy. Situations cannot be created or allowed that renders a lessee unable to install a proper grease trap. I am available to
discuss these matters with you are anyone representing the project. 
STREETDEPARTMENT Post Office Box 144, Addison, Texas 75001 __􀀡􀀡􀀡􀀡􀀡􀀡􀁾___!!!! (214) 450·2841 FAX (214) 931·6643 16801 Westgrove MEMORANDUM To: John Baumgartner From: Robin Jones
Date: March 2, 1995 Subject: Addison Urban center I have reviewed the preliminary plans submitted for the Addison Urban center and have confined my comments to street related issues.
All bricks being used as a paving material for streets, alleys and sidewalks should be interlocking concrete pavers. Street pavers should be placed on eight inches of concrete over a
six inch lime stabilized base, Pavers used as sidewalks should be placed on four inches of concrete over one inch of cushion sand. All street, all ey and driveway radi uses should be
increased, Streets and alleys should have minimum 30 foot radiuses and dri veways should have minimum 15 foot radiuses, Concrete under sidewalk pavers at all intersections should be
thickened to eight inches to support trucks driving over curbs, A traffic plan detailing all street signs and markings should be included with any final plans submitted for this development.

COWLES & THOMPSON 301 W. WASHINGTON, SUITE 100 It. PROFESS rONAL CORPORATION P.O. 80)( 1127 SHERMAN, TexAS 7&091·1127 ATTORNEYS AT LAW TElePHONE {9031 893-3999 901 MAIN STREET, SUITE
4000 NCNB TeXAS NATIONAL flANK BLOG, SUITe 321 DALLAS, TEXAS 75202·3793 tOO WEST ADAMS AVENUE TELEPHONE 􀀡􀀲􀀱􀀴􀁬􀀶􀀷􀀲􀁾􀀲􀀰􀀰􀀰􀀠 P.O. BOX 7as TEMPLE, TEXAS 76503·0785 FAX 􀀨􀀲􀀧􀀴􀁬􀀶􀀷􀀲􀁾􀀲􀀰􀀲
􀀰􀀠 TEtEPHONE (817) 771·2Boo CHARlES SORRElLS ONE AMERICAN CENTEfl, SUITE 777 JOHN M. HILL !1925·19821 909 e,$.E. LOOP 323 (214) 672-2170 TYLER" TEXAS 15701-9684 TELEPHONE {903) 581·5588
January 15, 1996 VIA TELECOPY AND U.S. MAIL Mr. John Baumgartner City Engineer Town of Addison P.O. Box 144 Addison, Texas 75001 Re: Addison Circle Phase I -Assignment and Construction
Services Agreement Dear John: Enclosed is a proposed Assignment and Construction Services Agreement regarding the assignment of the Addison Circle construction contract to Gaylord and
Columbus. The Master Facilities Agreement provides that, after the award and execution of the construction contract, the City'S rights and obligations in the contract are to be assigned
to Gaylord and Columbus. Gaylord and Columbus is thereafter to act and serve as the owner and construction manager under the construction contract. After you have had an opportunity
to review the Assignment, please let me know if you have any questions or comments. JMH:wn Enclosure cc: Mr. Kenneth C. Dippel 
STATE OF TEXAS § § ASSIGNMENT AND CONSTRUCTION § SERVICES AGREEMENT COUNTY OF DALLAS § This Assignment and Construction Services Agreement ("Assignment") is made and entered into this
__ day of , 1996 by and between the Town of Addison, Texas, a Texas home rule city (the "City"), Gaylord Properties, Inc., a Texas corporation ("Gaylord"), and Columbus Realty Trust,
a Texas real estate investment trust ("Columbus"). WHEREAS, Gaylord and Columbus hold interests in certain real property located in the City and generally described as all of the land
lying within the Residential Subdistrict of the Urban Center District, as described in City Ordinance No. 095-__ and as depicted on the Concept Plan attached thereto, which real property
is now generally referred to as the "Addison Circle"; and WHEREAS, in accordance with the planned development zoning on the property, the Addison Circle is to be a mixed use development,
which includes multi-family residential, retail, office, and civic uses, with the development to occur in phases over a period of up to 12 years; and WHEREAS, to encourage the development
of the property, the City Council by Resolution 095-_ heretofore approved the expenditure of public funds in the amount of $9 million in order to participate in the costs of public improvements
to serve the Addison Circle; and WHEREAS, in order to establish a process for the allocation of those public funds and to coordinate the construction of the Addison Circle public and
private improvements, the City, Gaylord and Columbus entered into a Master Facilities Agreement dated July 17, 1995 (a true and correct copy of which is attached hereto as Exhibit" A"
and is incorporated herein by this reference), which Agreement provides that the City initially enter into a contract with a construction contractor for the construction of the public
infrastructure improvements, and thereafter assign all of its rights, powers, duties and obligations under the construction contract to Gaylord and Columbus; and WHEREAS, Gaylord and
Columbus expressed to the City their desire to initiate the development of Phase I of the Addison Circle and, in accordance with law and the Master Facilities Agreement, the City solicited
sealed bids for the construction of the Phase I public improvements and a portion of the public improvements for Phase II (which improvements are described in those construction contract
documents entitled "Town of Addison, Construction Specifications and Contract Documents, Addison Circle Phase I" dated December, 1995 (the "Construction Contract"), a true and correct
copy of which is on file with the City Engineer and is incorporated herein by this reference); and DOC N, 332457 
WHEREAS, the City, following the receipt and opening of the sealed bids and upon recommendation from Huitt-Zollars Engineering, engineers for the Addison Circle Phase I public improvements,
awarded the bid for such construction to ___-,-_______ ______ ("Contractor") and has now executed the Construction Contract with the Contractor; and WHEREAS, the City desires to assign
to Gaylord and Columbus all of its rights, powers, duties and obligations in and to the Construction Contract and to recognize Gaylord and Columbus as the construction manager for the
Addison Circle Phase I construction project. NOW, THEREFORE, for and in consideration of the above and foregoing premises, and other good and valuable consideration, the CITY, GAYLORD
and COLUMBUS do hereby contract and agree as follows: Section 1. Assignment. The City does hereby assign and transfer all of its rights, powers, duties and obligations under the Construction
Contract to Gaylord and Columbus. Gaylord and Columbus shall hereafter act and serve as the owner and construction manager under the Construction Contract for all purposes, including
inspection, material testing, staking, supervision and coordination of all construction work. Section 2. Construction Management. A. Inspection of Work. Gaylord and Columbus shall use
its best efforts to insure that the Work (as that term is defined in the Construction Contract) to be performed under the Construction Contract is completed in a timely manner in accordance
with the Construction Contract documents, plans and specifications. Gaylord and Columbus shall thoroughly inspect the Work of the Contractor to guard the City against defects and deficiencies
in the Work without assuming responsibility for the means and methods used by the Contractor. B. Contractor Claims. Except as provided in paragraph C of this Section 2, Gaylord and Columbus
shall fully and completely payor settle, by litigation or otherwise, any claims of the construction contractor arising out of the performance of the construction contract without involving
the City. C. Payment to Contractor: Citv's Wrongful Failure to Make Payments. 1. Gaylord and Columbus shall review all invoices or pay estimates received from the Contractor and forward
the same to the City for payment with such supporting documentation as the City may require. All payments for Work performed under the Construction Contract shall be made by the City
to Gaylord and Columbus for forwarding to the Construction Contractor. The City shall not make a payment under any such invoice or pay estimate unless Gaylord and Columbus has provided
to the City a certification regarding the invoice or pay estimate and Gaylord and Columbus has reviewed and approved the same. Gaylord's and Columbus' certification shall be by affidavit
sworn to by the appropriate official of Gaylord and Columbus authorized to submit the same, and shall certify that the estimate of Work completed for the relevant period is true and
correct to the best of Gaylord's and DOC N, 332457 
Columbus' information and belief, has been measured and verified in accordance with the Construction Contract documents, and that all Construction Contract preconditions to payment have
been met. Copies of all material testing results shall be furnished with the certification. 2. In the event that claims from the Contractor under the Construction Contract result from
the wrongful failure by the City to make construction payments in accordance with the terms of the Master Facilities Agreement and the Construction Contract, Gaylord and Columbus may
seek reimbursement in accordance with this paragraph C. In the event Gaylord and Columbus intend to seek reimbursement from the City for the expense incurred by Gaylord and Columbus
in resolving any claim caused directly by the City's wrongful failure to make such construction payments, Gaylord and Columbus shall notify the City in writing of the claim and any proposed
settlement or resolution. The City reserves the right upon such notice, and at the City's sole election, to make an audit of all books, records, accounts and other data of the construction
contractor relating to the claim and overall performance of the construction contract before approving payment of such claim. D. Insurance; Indemnity. Until such time that the Work has
been finally completed and accepted by the City, Gaylord and Columbus shall: 1. Acquire and maintain comprehensive general liability insurance in the amount of $ (the Construction Contract
amount or $1,000.000. whichever is greater) . Such insurance shall cover any and all claims which might arise out of the Construction Contract, whether by the Contractor, a subcontractor,
materialman or otherwise. All such insurance shall: (a) be issued by a carrier which is rated "A-I" or better by A.M. Best's Key Rating Guide and licensed to do business in the State
of Texas, and (b) name the City as an additional insured. Certified copies of all of such policies shall be delivered to the City upon the execution of a construction contract; provided,
provided, however, that the City, in its sole discretion and in lieu of certified copies of such policies, may permit the delivery of certificates of insurance together with the declaration
page of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non-renewal
or modification of the same, the City shall receive written notice of such cancellation, non-renewal or modification; and 2. Indemnify the City, its officers and employees against, and
hold the City, its officers and employees harmless from, at Gaylord's and Columbus' cost, any and all liability, actions, causes of action, lawsuits, judgments, claims, damages, costs
or fees, including reasonable attorney's fees (including claims for contractual damages, or claims for injury to person or property or death of any person) resulting from or based, in
whole or in part, any act or omission of Gaylord and Columbus acting as the construction manager pursuant to this Assignment and the Master Facilities Agreement. The provisions of this
paragraph shall survive the termination of this Agreement. Section 3. Texas Law to Apply; Venue. The validity of this Assignment and of any of its terms or provisions, as well as the
rights and duties of the parties hereto, shall be governed by the laws of the State of Texas. Venue under this Assignment lies in Dallas County, Texas. DOC #: 332457 
Section 4. Entire Agreement. This Assignment represents the entire and integrated agreement between the City and Gaylord and Columbus relative to the matters contained herein and supersedes
all prior negotiatious, representations and/or agreements, either written or oral. This Assignment may be amended only by written instrument signed by both the City and Gaylord and Columbus.
Seetion 5 Severability. If any clause, paragraph, section or portion of this Assignment shall be found to be illegal, unlawful, unconstitutional or void for any reason, the balance of
the Assignment shall remain in full force and effect and the parties shall be deemed to have contracted as if said clause, section, paragraph or portion had not been in the Assignment
initially. Section 6. Notices. Where the terms of this Agreement require that notice in writing be provided, such notice shall be deemed delivered three (3) days following the deposit
of the notice in the United States mail, postage prepaid, and sent by certified mail, return receipt requested and properly addressed as follows: TO TOWN OF ADDISON: TO GAYLORD PROPERTIES,
INC.: P.O. Box 144 lOll N. Central Expressway Addison, Texas 75001 DaHas, Texas 75231 Atrn: City Manager Atrn: Glenn Stinchcomb TO COLUMBUS REALTY TRUST: 15851 Dallas Parkway Suite 855
Dallas, Texas 75248 Atrn: Bryant Nail Seetion 7. Incorporation of Recitals. The recitals set forth herein are intended, and are hereby deemed, to be a part of this Agreement. Section
8. Authority to exeeute. The undersigned officers and/or agents of the parties hereto are the properly authorized officiais and have the necessary authority to execute this Assignment
on behalf of the parties hereto, and each party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in
full force and effect. Section 9. Binding effect. This Assignment shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto. DOC #: 332457 
EXECUTED at Dallas County, Texas on the day and year first written above. TOWN OF ADDISON, TEXAS GAYLORD PROPERTIES, INC. By:_____􀁾􀀽􀀭􀀺􀀭􀀭􀀺􀀭􀀭􀀺􀀭􀀭􀀽􀁟􀁟􀀺􀁟􀀺􀁟􀀭􀀭􀀭 Ron Whitehead,
City Manager ATTEST: COLUMBUS REALTY TRUST 􀁂􀁹􀀺􀁟􀁾􀁾􀁾_________ By:_.____􀁾􀁾􀁾____ Carmen Moran, City Secretary DOC #: 332457 
00 _R 􀁾􀁉􀀺􀀾􀁩􀁾􀀨􀀺􀀩􀀱􀀧􀁊􀀠 􀀺􀁆􀁾􀁉􀁒􀁾􀁅􀁾􀁄􀁾􀁅􀀽􀁐􀁾􀁁􀁒􀁾􀀽􀁔􀀽􀁍􀀽􀁅􀀽􀁎􀁔􀁾________________________􀁾􀁾􀁟􀀱􀀴􀁾􀀩􀁾􀁾􀀭􀁾􀀭􀁟􀀷􀀲􀁾􀁏􀁏􀀭􀀽􀁆􀁁􀁾􀁘􀁾􀀨􀁾􀀲􀀱􀁟􀁾􀁾􀁾􀁾􀁏􀁾􀀭􀀷􀁟􀀲__
􀁾_ Post Office Box 144 Addison. Texas 75001 4193 Airport Parkway MEMORANDUM December 27, 1995 TO: John Baumgartner, Director of Public Works FROM: Gordon C. Robbins, Fire Prevention
Chief SUBJECT: Addison Circle -Street and Water plans I have received and reviewed the above plans and have the following comments: STREET PLAN The Fire Department finds no issues ofconcern
with this submittal. WATER PLAN Hydrant locations are not shown on this submittaL In order to make an appropriate review of the proposed water supply system, fire hydrant locations and
main sizes must be available. Please contact me if you require additional information. c: Carmen Moran, Director of Development Services .:2-r: -yClV(. f-I.,I'tYi!'" A :5c--r"-,,-,,n4
H"I'DAAN/􀁾􀀠
TOWN OF ADDIsoN PuBLIC WORKS To: AOdl1 001< jPIj From: John Baumgartner, P.E. '. Director Company: Hu aJ -7-olla.rs Phone: 214/450-2886 FAX: 214/931-6643 FAX #:---L:.gL..L1.l..:1-::......JOL...􀁨􀀮􀁩
􀁲􀀵􀀧􀀭􀀮􀀮􀁊􀀱􀁾__ 16801 Westgrove, Date:_--L.I P.O. Box 144 +0\􀀵􀁾􀀱q-l-l(/LII---Addison, TX 75001 # of pages (including 􀁣􀁯􀁶􀁥􀁲􀀩􀀺􀁟􀀭􀁾􀀸􀁾􀁟􀀠 DOriginal in mail DPer your
request DFYI DCal! me . Comments: -... . ',;, . . ' ... 􀀭􀀭􀀢􀁾􀀧􀀮􀀠 TOWN OF ADDIsoN PuBLIC WORKS () ..J , .. r-,) 'n To: OrUICt cu tru y From: John Baumgartner, P.E. ! 􀁾􀀬􀀠 .. 'h'
. n Director 0 \.. Company: sZlJid (y, i 􀁩􀁦􀀬􀁾􀀠 wilfLL.)I1.ud Phone: 214/450-2886 " \ U 􀁾􀀠 FAX: 214/931-6643 FAX #:---I1L-'1....0..,t....---'-"S:..L1􀀻􀀻􀀨􀁾􀁱___ 16801 Westgrove
Date: 115 ] Q6,--,__ P.O. Box :144 . Addison, TX 75001 # of pages (including cover):_->3=-_ 􀁄􀁯􀁲􀁩􀁧􀁩􀁾􀁡􀁬􀀠in mail DPer your request DFYI DCal! me Comments: 
TOWN OF 'ADDIsoN PuBLIC WORKS From: John Baumgartner, P.E • Director ' Company:__________ Phone: 214/450-2886 FAX: 214/93Hl643 FAX#:'------------------Date: I J' 5!9--'-'"'Lo"-___ 16801
westgrove P.O. Box 144 . Addison, TX 75001 # of pages (including cover):_0...=..c,._ DOriginal in mail DPer your request DFYI DCaf( me Comments: -. . . :. ".: .:.-" ... 
DRAFT PARKS & LEISURE SERVICES (214) 450-2851 • FA..'\{ (214) 248-7814 Post Offiee Box 144 Addlaon. Texas 15001 January 11, 1996 Mr. Paul Shaw Newman, Jackson, Biemerstein, Inc. 12770
Coit #210 Dallas, Texas 75251 RE: Plan Review -Urban Center Phase I (Sleeving, Paving, Streetscape, Landscaping, Irrigation) Sheet # Comments SLEEVING PLAN 42/137 Provide (2) 4" sleeve
from Rand Point to northwest side of intersection for irrigationlfountain water supply. 42/137 Provide sleeves for proposed planter pot from private development. Private development
shall maintain pots including watering. SURFACE PATIERNING PLAN 42/137 Determine limit of project on east and west side of Quorum, 421137 Submit proposed brick paver for approval. 47/137
Will the pedestrian walkway on the north side of Building "A" be used by vehicles? If nol, does a bollard need to be placed at Ihe Witt Mews end (northwest corner of Building "A"). Will
concrete/paver speCifications support vehicle load? 47/137 What is the schedule for the Bosque Park and how will the north side of Building "A" interrace with raw park land in terms
of project sequencing? 47/137 Will the park wall be constructed as part of Phase I? If so, plans need to be included, 43/137 Provide concrete curb/ribbon restraint along south side of
paver sidewalk on south side of Mildred Street. PLANTING AND FURNITURE PLAN 123/137 Is water fountain shown in Bosque Park part of Phase 1? Should be part of park development