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HUITT·ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 TO 􀁾􀁗􀁜􀁜􀁪􀀠of k:t"So!--1 ?a 13'--1<-􀁲􀀮􀀮􀀮􀀮􀀺􀀬􀀧􀁦􀀢􀁉􀁾􀀱􀀠p·o. 􀁾􀀢􀀧􀀢􀀠{4'1DATE Ib
112. /q7 IJO:"72(>130 I ArtENl'lON -J "'ffH 􀁚􀀯􀁫􀀻􀁾􀀷􀀧􀁎􀀦􀀭􀀮􀀮Re, 􀁁􀁴􀀮􀀧􀁄􀀨􀁾􀀠C,f2.<..= r-... iJ1vf-1C the following items: i i WE ARE SENDING YOU )::9 Attached 0 Under separate
cover via o Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications0 _____________________________________ o Copy of letter o Change order COPIES DATE NO. .........., DESCRIPTION I
D21Lk... /"-'F072ht 􀁾􀀯􀀮􀀠: THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit____copies for approval o For your use o Approved as noted o Submit
__copies for distribution o As requested o Returned for corrections o Return __corrected prints 0 ______________________________________o For review and comment o FOR BIDS DUE _________,,"___
O PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________________________________ 􀁃􀁏􀁾􀀠TO,___________________________________ 
PRESENT: See Attached List LOCATION: Columbus Realty Project Trailer 8:30am. DISCUSSIONS 1. The Indian Arts Festival will open to the public on October 26 & 27. Fence will go up Wednesday
through Friday. A barricade meeting is scheduled for 10:00 a.m. today to coordinate the plan for routing of vehicular and pedestrian traffic. Lone Star Gas will be working on the south
side of Mildred Street but they have been informed to have the area restored by the end of the day on Friday. Davis Excavation will remove dirt piles and smooth out ruts on the tract
at the southwest comer of the circle. Columbus Realty will arrange for the removal of concrete rubble and backfill of the median in Quorum Drive south of the circle. Columbus Realty
needs a release letter signed by the Town instead of the Arts Festival organizers. The large lights on Mildred and Quorum Drive will not be operational for the event, therefore the Town
may want to consider additional temporary lighting in some areas. 2. The Mews vehicular and all pedestrian brick has been selected by Columbus and approved by the Town. Gibson and Associates
is preparing a price for the new brick. The brick as selected is the following: Pedestrian Type ':A" -2-1/4" x 4" x 8" Brown (Glen-Gery) Pedestrian Type "B" -2-1/4" x 4" x 8" Autumn
Haze (Glen-Gery) Vehicular Type ':A" -2-5/8" x 4" x 8" Cocoa (Glen-Gery) Vehicular Type "B" -2-5/8" x 4" x 8" K & WOld Smokie (Glen-Gery) Vehicular Type "C" -ACME Brick installed in
Mildred and Quorum Samples ofthe above mentioned brick are in the Columbus Realty job trailer. 3. The alternate street sign submittal is not yet complete. g:\proJW1201301\c0$t#21.min
Dallas I Fort Worth JHouston I EI Paso I Phoenix I TuSlin I Ontario JSan Clemente 
4. The mock-up of backflow prevention (or";"'ater"" " Due to the configuration of multiple service lines the 􀁔􀁏􀁾􀁷􀁮􀁾􀀢􀁾􀀢􀁾􀁾􀁾􀀺􀁾􀀠on each side of the meter so that each meter
can be isolated in the event of a needed " " repair. This will require a larger rectangular box for the meters instead of the round box previously approved. Tempo is looking into a larger
box to be submitted for approval. 5. The Town requires that the deletion of Schedule vm and the outer ring of trees on the east side of the circle be requested by Columbus Realty in
the form of a letter and change order. 6. Columbus should have the light fixture completed on the water tower site within the next couple of weeks. Gibson has not yet restored the permanent
irrigation damaged during the construction of the electrical ductbank just north of the Conference Centre parking lot. The Town would like the flex base material replaced on the west
side of Building "B" as soon as is practical depending on the schedule of Building "B" construction. 7. There has been no progress on the tagging of trees in Florida. Huitt-Zollars will
contact Mr. Gene Newman and determine the status. A meeting was held on Monday, October 28 with representatives from the Town, Newman Jackson & Bieberstein. Gibson and Associates, Palm
Inc., Columbus and Huitt-Zollars to prepare a plan for the tagging of trees and a schedule of when certain trees can be planted based on the Columbus Realty masonry schedule for each
building. Paul Shaw will come up with a plan to select the trees in groups depending on availability. Mr. Gene Newman and a representative from Palm are scheduled to tag trees and determine
availability of red oaks at Skinner on Wednesday October 30, 1996. It is probable that most ofthe red oaks ofthe size and quality required for this project will not be available until
next fall. Columbus requires that the red oaks be planted adjacent to their buildings prior to tenant move-in. Gibson and Associates is to complete the sldewalk in all areas that the
Columbus schedule will permit. Columbus has contracted to have the tree fence frame installed so that Gibson can install the sidewalk pavers. When the trees are available they will be
planted and then the tree fence will be welded to the frame to complete the process. There will be a period oj time when sidewalks along Quorum Drive will be complete with 5' x 12' areas
of dirt (tree pit locations) flush with the sidewalk until such time that the trees are available for planting. 3'\Proj\Ol201301\a!$lII21.min ". :5, S I :':Z... o") • v ---. " 
The detectable warning from the Mews. prepare revised plans and a change order once a decision is reached. The detectable warning strips are being deletedjrom the project and revised
plnns should be distributed by NfYVember 8, 1996. 9. The Town wants Quorum Drive to have one lane closed south of the circle to prevent the sudden transition from two lanes to one lane
at the entrance to the roundabout. 10. Erosion control needs to be in place at all inlets especially the drop inlets on the west end of Morris Avenue. Enforcement of erosion control
by the EPA is on the rise and noncompliance with the standards could result in fines for the responsible parties. END OF MEETING This report is assumed to be a true and accurate account
of this meeting unless written notification to the contrary is received within three (3) days. Please distribute these meeting minutes to the appropriate personnel within your respective
companies. SUBMITTED BY: HUITf-ZOlLARS, INC. 􀁾􀁾􀁊E.􀁦􀁴􀀱􀁥􀁴􀁾􀀠David E. Meyers cc; Bryant Nail, Nail, Mark Brandenburg, Jim Duffy-Columbus Realty Trust Mark Person-Gibson & Associates,
Inc. John Baumgartner, Bruce Ellis, Ron Lee-Town of Addison Saad Hineidi-Fugro-McCleUand, Inc. Jerry Morgan-Construction Management & Consulting Paul Shaw-Newman, Jackson & Bieberstein
John Crow, Todd Winters-MTS g:\proj\ol201301\cnst#2Lmin 􀀧􀀻􀁦􀀭􀁾.. 71 ., ..1!. 
NAME COMPANY TBT ,EPHONElEAX NOS, 5),.,,,1 M4+fQd 871-3$1/􀀡􀀹􀀷􀀯􀀭􀁾􀀷􀀤􀀷􀀠􀁊􀀩􀁍􀀣􀁾􀀻􀁊􀀴􀀠mrs 􀁾􀀮􀁴􀁊􀀧􀁡􀀮􀀴􀁴􀁱􀀯􀀷􀁦􀁩􀂷􀁓􀀰􀀹􀁩􀀧􀀠7.24. -o'J!lflZ􀁐􀁾􀀴􀁾􀀠I 12",,,,-􀁾􀀧􀀿􀀦􀀮􀀠10."",
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STREET BRICK COMPARISON : ShiJIingtoD 2-V4" Modular Paver Serendipity 2-V4" Modular Paver Yorkshire 2-114" Modular Paver Type I, QassSX ASTM C902 Compressive Strength Min. Individual
4,710 psi 7,150 psi 7.260 psi 3,500 psi * A vg. of 5 Brick 6,090 psi 7,510 psi 8,530 psi 4,000 psi * Modulus of Rupture Min. Individual Not Given Not Given Not Given Not Specified A
vg. of 5 Brick . Not Given Not Given Not Given Not Specified Cold Water Absorption < < Max. Individual 2.5% 3.0% 4.9% 18% ,. Max. Avg. of 5 Brick 2.1% 2.3% 3.8% 16% ,. Saturation Coefficient
Max. Individual 0.49 0.55 0.59 0.80 Max. A vg. of 5 Brick 0.45 0.49 0.54 0.78 Abrasion Index , I Max. Individual 0.051 0.046 0.067 0.11 I 5 Hr. Boil Absorption ! Max. Individual 5.1%
5.5% 8.4% 13.75% Calculated Max. Avg. of 5 Brick ! 4.5% 4.8% 7.1% 10.25% Calculated * Refer to Section 4.7 of C 902-93 ASTM Standards. G:\PRQM t IS2204\GERYBRCK,COM 
-/STIUffiTBmCK COMPARffiON CONTINUED Basis for calculated Values in the above table: Sat Coeff. =24 Hour Cold Water Absorptionl5 Hour Boil Absorption Abrasion Index =(100 X Absorption)/Compressive
Strength G,\PROI\011841.04IGERYBRCK.COM 
􀁾􀁔􀁒􀁅􀁅􀁔􀀠BRICK COMPARISON Eureka Brick Acme ! TypeR #230 Mod. TulsaHVT, ASTM Paver TypeR 1272 Compressive Strength Min. Individual 18,940 psi 10,670 psi 7,000 psi Avg. of 5 Brick
19,890 psi 10,940 psi 8,000 psi !I , Modulus of Rupture Min. Individual Not Given 1,360 psi 1,000 psi Avg. of 5 Brick • Not Given 1,520 psi 1,200 psi Cold Water Absorption ! Max. Individual
. 4.4% 4.6% 7% Max. Avg. of 5 Brick 4.2% 4.1% 6% Saturation Coefficient Max. Individual 0.78 Not Given Not Specified Max. A vg. of 5 Brick 0.76 Not Given Not Specified Abrasion Index
i Max. Individual 0.023 0.04 0.11 Calculated 5 Hr. Boil Absorption Max. Individual 5.7% Not Given Not Specified Max. Avg. of 5 Brick 5.6% Not Given Not Specified G,\PROJ\OJ IB2204IEURKBRCK.COM

􀁈􀁕􀁉􀁔􀁔􀁾􀀠 May 14, 1996 Mr. John R. Baumgartner, P.E. Director of Public Works Town of Addison 16801 Westgrove Drive P.O. Box 144 Addison, Texas 75001 RE: Addison Circle Phase 1
Selection of Brick Pavers HZI Project No. 01·1822-04 Dear John: I have been working to resolve the issue of selecting an appropriate brick for use in Addison Circle, taking into account
the Town's concerns about serviceability and the developer's desires for a particular feel and appearance. In so doing I have reviewed the various test results versus ASTM specifications
and the recommendations that have been made by Sasaki Associates on the Town's behalf. I have also done some research into various brick·making tecJmiques and spoken to several manufacturers,
distributors and the Brick Institute of America to try to understand what is important in making this decision. As a result. I have arrived at the follOwing observations and conclusions.
The ASTM C902 specification was developed primarlly in response to concerns about freeze-freeze-thaw durability of brick pavers. Its requirements for molded brick are not a modified
or in any way Ore!axed" standard.. The specification simply has two sets of parameters for two different but related products; molded brick and extruded brick. The level of performance
for any "class" of application or "type" ofenvironment is the same for both materials despite the fact that they may have measurably different compressive strengths and other characteristics.
That is, a molded brick (Class SX·Type 1) with a compressive strength of 4000 psi can be equal in performance to an extruded brick of the same class and type but having a compressive
strength of 8000 psi because both meet the requirements of their respective parameters in the specification. The extruded brick (such as the Acme paver) is not better just because it
has a higher compressive strength. What is more important is the £ombination of characteristics of each material. Extruded bricks have higher compressive strength because they are more
dense. Molded bricks are lighter because they have larger voids. However, if a brick does not have a certain relationship between these parameters it may be subject to deterioration
due to freeze-thaw cycles. The very small voids in extruded brick can make them more susceptible to freeze damage than a properly balanced molded brick (i.e., one that meets the C902
limits for molded brick). In addition, if extruded bricks fail, it is generally due to layering that occurs in the extrusion process; a fault that is not present in mo Ided brick. Therefore,
no purpose is served by holding a molded brick to the extruded brick limits. O:\PROj'Q 1 1 82104V90506. LTR I I i Oo:ias I Fort 'Nod'i/Houstco I E.! PasoI 􀁾􀁬􀀢􀀡􀀬Tustltt I CnlllflQ
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.Mr. John Baumgartner :May 14, 1996 Page 2 Ifwe were to try to compare a molded brick to an extruded brick, the only approach that I can suggest would be to compare how much each sample
exceeds the standards. I do not know if this is meaningful because the progression of individual limits may not be linear in their relationship to durability. 􀁈􀁯􀁷􀁥􀁶􀁾􀀬􀀠the Glen-Gery
pavers can be compared with the Acme paver in this manner with the following results: % of Standard . Glen-Gery Acme Sidewalk Shillington Serendipity Yorkshire Paver ! 153% 188%Compressive
Strength (High) 213% 217% , 13% 14%Cold Water Absorption (Low) 24% ! 13% Saturation Coefficient (Low) 58% 63% 69% 86% Abrasion Index (Low) 46% 42% 61% Not I Reported The Glen-Gery "Shillington",
"Yorkshire" and "Serendipity" pavers far exceed the requirements of ASTM C902-92 SX Type I and are therefore, in our opinion, suitable for consideration for use in the sidewalks at Addison
Circle. The Acme paver may be stronger and more durable than the Glen-Gery, however, there are Illlllly stronger, more durable pavers available that may not be the most appropriate for
this application. The Acme brick was originally proposed because it was the only brick we had identified at that time that met the standards. Even then, it was acknowledged that its
appearance was less than desirable in this application. According to the designers and the developer, the Glen-Gery paver suits the aesthetic goals of the district and, according to
the test results, it more than meets the specifications for the pedestrian and light vehicular areas. The selection of a paver for the streets is somewhat more problematic. An ASTM standard
has only existed for heavy vehicular paving bricks for less than two years. Prior to the introduction of ASTM C-1272-94, ASTM C902 was used for most public street projects (and probably
still is). Huitt-Zollars, Sasaki and many other consultants have specified C902 in applications identical to the proposed streets in Addison for years. The existence of the the new standard
(coupled with the existence ofIawyers) forces us to raise our standards but it does not invalidate the fact that there are scores ofexamples of brick pavement meeting C902 that is performing
well under conditions similar to those to be expected in Addison Circle. Because ASTM C1272 is relatively new, its applicabiliry has not yet been fully clarified. The specification states
that it applies to areas with a "high volwne of heavy vehicular traffic" and "such places as streets, commercial driveways and aircraft taxiways". While this statement seems 
Mr. 10hn Baumgartner May 14, 1996 Page 3 simple eriough, "bigh volume" and "heavy vehicular traffic· an: not defined and there is a _ difference in the conditions to be experienced by
the Addison Circle streets and those of an aircraft taxiway. Further investigation reveals that ASTM C1272 is intended for volumes exceeding 1 to 1.5 million total ci.Dnulative Equivalent
Standard Axle Loads (ESAL). This equates to 30 to 45 eighteen-wheelers or twice as many buses per day based on a 20-year life. Even using a 50-year life it is unlikely that we will see
the resuI.tam: 12 to 18 trtJcks or 24 to 36 buses per day on a mews or residential street. On this basis, I believe we have imposed an excessively conservative specification for the
street brick and should, in fact. be using C902, not C 1272 for the mews and residential streets. I am now convinced that the Gien-Gery Paver is suitable for these street applications
for the following reasons. • It comfortably exceeds the requirements of ASTM C902 for molded brick. brick. • Durability and serviceability are more a function of the entire paver system
than the individual units. We have a v.ery high quality system in the concrete base, asphalt setting bed and rigid edge restraints. • It bas an abrasion index that is well below the
limit for even CI272. • This paver bas been used successfully in drives and streets in Grand Rapids, Michigan and Columbus. Ohio, under their severe weather conditions. (See attached
letter from Glen-Gery). One drawback of this paver is that it is not lugged and must therefore be set more carefully so that an appropriate gap exists to brush sand in between the units.
A lugged paver does not require as much care from the installer and thus can be laid more quickly (and presumably less expensively for labor). Based on the projected traffic volumes
for Mildred Street and Quorum Drive (10,000 vpd and 30,000 vpd, respectively) and the corresponding estimates of heavy vehicular traffic (1% to 2%), these streets would not fall under
ASTM C902 and the more stringent ASTM C1272 standard should apply. Though the Glen-Gery paver could prove to be suitable here as well, I have no teclmical basis for such a prediction
and have no choice but to recommend that another material be submitted that meets C1272. (Unless the developer wants to post an extended maintenance bond using the Glen-Gery paver).
In conclusion, I feel strongly that the Glen-Gery paver meets the letter and intent of our specifications for this project for use in the sidewalks and, now given a better understanding
of the applicability of ASTM CI272, I believe the Glen-Gery paver to be suitable for our mews and residential street applications as well. There is nb question that more durable bricks
(and other materials) exist that could be used on this project. However, the same could be said for any material on almost any project. Durability is only one criterion for selection.
We must also consider cost, aesthetics and overall appropriateness for the project application. G:IPROJlO 1!8l204\l80l<)6.6.L1R 
Mr. lohn Baumgartner May 14,1996 Page 4 . I will freely admit tbat I bave mersed my own position on several aspects of this brick controversy but r have done so on the basis offurther
research. I would be bappy to meet with you and Sasaki to discuss this 1iu:cbcr. You may also feel more comfortable about the 􀁯􀁢􀁪􀁾􀀠of my conclusions by talking to Mr. Brian Trimble.
Mr. Trimble is an engineer with the Brick Institute of America and is cment -president of ASTM C1502, a Task Group on Clay Paving Brick. He can be reached at (703) 620-0010 in Reston,
Vuginia. Sincerely, HUlIT-ZOLLARS, INC. Andrew , P.E. Senior . e President ACOlbc Attachment cc: Bryant Nail G;\PROM1Isn04\JBOS06.LiR 
·"ALty 􀁔􀁡􀁴􀂷􀁾􀀧􀁴􀀠June Il. 1996 Mr. John R. Baumgartnet,P.E. Director ofPublic Works Town ofAddison 16801 Westgrove Drive 􀁐􀀮􀁏􀁾􀁂􀁯􀁸􀀠144 Addison, Texas 1S00t Re: Selection
ofStreet and Sidev.-alk Pavers Addison Circle Phase I Dcar1ohn: I am in receipt of your separate letters dated 1une 4, 1996 responding to our latest submittlills for selection. of street
pa ....ers and si4ewalk pavers for Addison Circle wherein you have chosen to use the Acme products which are indicated in the project specifications. I would like to clarify some points
regarding the products we have submitted with the hope that you wiU reconsider your decision. Both of your letters imply that the project designers. specified Acme brick for this . project.
As you will recall, we had several discussions about the limitations in public bidding that make it difficult to specify particular products or 􀁭􀁡􀁮􀁵􀁦􀁡􀁣􀁴􀁾􀁲􀁳􀀮􀀠Columbus has
stated from the Vfr:I:'j begizming that we do not believe the Acme 1ulsa pavers have an appearance that is compatible with our vision for the district. The actual specification was for
a. clay paver that meets ASTM C902 for the sidewalks and a clay 􀁰􀁮􀁶􀁾􀁲􀀠that meets ASTM C1272 for the streetS. Since that time,additiona! rese'reh into the relatively new ASTM C1272
has led the designers to reconur.e:-:d a change to the specification such that a C902 brick is acceptable in the Mews and the Residential streets and a Type "R" brick is acceptable under
C1272 for the remaining street applications. The Acme pavers were referenced In the bid documents as a product that was believed to be within the specifications so that the bidders would
have 1l.common element upon which to base their bids. It was stated many times that we had no intention· of usinS the Acme brick but because of its properties a.nd cost, it was a safe
example to use for bidding until a more appropriate selection could be found. We even went so far as to separate the material cost from the installation cost to facilitate another selection.
With respect to the products we have proposed, we have done a great deal of research and invelltigation to find both a sidewalk. paver and a street p3VU that achieve our vision for the
district and conform to the specifications. The Glen·Gery wood molded bricks are well within the limits of ASTM C902·93 and, despite the statement in your letter, the Endicott Dark Jronspot
Paver is well within the limits of ASTM CI272·94. It is an iDsignificant technICality !hat the Endicott Paver has no! been tested specifically under the parameters of ASTM C1212 when
in fact all of these parameters are represented in the -15!i51 􀁕􀀢􀁾􀁉􀀮􀀢􀀦􀀠P ... .aK'WAT Sl'IYI': 155 O"I..I..Ai. T&:t .. s 7$2113 :443a1-149'1 PAX t14 11(J·,J9;f 
test results that were supplies to you. In fact. the Acme pavef'llllS not been tested speeifically against ASTM C1272 either (see enclosed letter from Acme) and we have not been supplied
with data on Its modulus of rupture, while Vile do not have that infonnation Oil the Endicott street paver. . Concemiog the proven durability 9fthe prod1.lCt$, especially the wood molded
pavers. we . have identified many prominent locations "''here they have been =d. I believe it is 􀁾􀀠unfair to say that the applicatiollS we have cited are IIOt public applications we
have cited are not public applications akin to Addison Circle. Our ellamploes which mcluded Boston City Hall PJua, Fanieul Hall Matketplaee and Harvard Square arc used by thousand$ of
people everyday lIS they iO about the business of walkiIlg to work, shopping and co.nd1.lCting business. Teese are not passive recreatioD areas but arc perfect ex3lllplcs of molded brick
walkways in the context ofpedestrian oriented urban Jiving. You will also . IlOte in the attached letter from Acme that they cannot cite any locations where the Tulsa -pavers have been
in place for any length of time. Despite what the letter says, the flfSt such pavers were installed in Iat.: 1990. This is not to imply thlilt the Acme paver is ; deficient in any way.
My point is that there is no more proof that the Acme paver will stand the test oftime than there is for the Glen-aery or the Endicott. In conclusion, I must reiterate thIiIt the pavers
we have proposed meet the specifications and meet Columbus's vision for the appearance and ambiance ofthe district. In addition, lIS you mentioned in your letters. they are less expensive
than the Acme pavers. We cannot let durability be the oaly c;onsideration in this decision. As with every other element of this project. we must examine durability along with cost, appearance.
appropriateness and a host ofother considerations if the district is to be a success. Sincerely. Bryant Nail : Vice President, Development cc: Jim Duffy Ron Whitehead 
". " Fax Cover Sheet E BRICK-Date: '1 \\0􀁾􀀠'r tdiill' illl 􀁁􀁴􀁴􀁥􀁮􀁴􀁩􀁯􀁮􀀺􀁟􀁜􀀩􀁊􀁽􀁊􀁾􀁜􀀡􀀮􀁉􀀮􀂣􀀶􀁟􀁾􀁟􀂷􀀭􀁟􀀧􀁍􀁯􀁊􀀱􀀭􀀭􀀱􀀭􀀡􀁬􀀮􀀯􀀮􀁾􀁶__ 􀁣􀁯􀁭􀁰􀁡􀁮􀁹􀀺􀁾􀁴􀁎􀀮􀀮􀁊􀀮􀀮􀀮􀀮􀀮􀀺􀀮�
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Fax 214l247-O950 '. ACMi:?: BRICK COM?ANY As.-".ofJ.:!f!:I-=' .... 􀀱􀀱􀁾􀁾􀁾􀀠S"t1.lOY TAAlL· OA.l..!.AS. 􀁾􀀷􀀮􀁳􀀺􀁺􀀺􀀲􀀹􀀠•􀁲􀀮􀀽􀀮􀀮􀀻􀁚􀀬􀁾􀀷􀀮􀁾􀀧􀁾􀀱􀀧􀀺􀀺􀁏􀀠 
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•. j.' :.,:". -􀀢􀁾.. '.' . ,.... 􀀼􀀺􀁾􀀧􀀺􀀢􀀧􀀠h ',' K&VAN W. JONES VIa! _'DENT P'.O. BOX ,Q837 1:123 WALl. IT. IlAU.AS, 1'X MIS 􀁾􀁕􀁁􀁓􀀮1'X 1UfS , ... PIi.: (21.) 5115;"9' FAJC
(2f.) ..tau {.:. ?{, .... .:.-", .... :..' , . .... ." \ " ".' ..... ":'. ' 1-:::':::" , ,;".' 􀁾􀀠:';" 􀀺􀀩􀁾􀁾􀁩􀀺􀀺􀀺􀀠. ',:. .N ;' ..... " , .,' 􀂷􀀺􀁴􀀺􀁾􀁜􀀠􀀢􀀺􀀮􀁾􀀠'i'.' ;.....
...". .:. ":.. "'" ','.' .... ....:;.,',> .􀀩􀁾􀀺􀁴􀀻􀀻􀁾􀀻􀁾􀀧􀀠',," , ." -:',' 􀀬􀀮􀁾􀀠. 􀀮􀁾.. .􀁾.. -. ':' 􀁾􀀠, :." ..J!" ' .. :t...., , 
-----f .......,.......... co.. &16' THE DALLAS LABORATORiES, INC. CONMn.TANft ..... ...... 􀁯􀁾􀁇􀁇􀁴􀀧􀀢MIl·...•N' •••• 􀁾􀁾.... o -..a....:-«......, ... CMCMCM. ........... FI' 􀁌􀁾􀀠..............
. .. aAC,...fOt,OO:l."•••o-lIULA"nO.. "0 __ ...11 n••􀀮􀀬􀁾􀀢􀀢􀀢􀀢􀀢􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀬􀀠C t s.· ......... . .,"""tf• III I ...ft'Nf1l_ c.c.t............ 􀁾.........,.-...... ..􀁾......M
..... 􀁾􀁟. .. ............. .....,........................... • ..............,..._........-, ... "'1IIIf I¥ ACME 8dck C....II*\' 1'.....,,11d DaIIU. TX 'IIi1I28 AlIa: , ..CIilyIOtI
!..Samp!a No. , ...............-.........􀁾􀀢􀀠 ...-.c.........................􀁾􀀠 ..... .........""""'H........ ................................... ........􀁾............?t'.,.1 ...................
....,...f'I''I'c...,.... 1 to,a.tO11,380 1505 1575 1610 WIIlIr Absorj:)Clon ,toI ' (A$TM C&7. 5 111'. COIdJ 4.0 04.5 AbrasioIllndox (ASTM 01272) 0.04 1104 0.03 0.04 0.04 􀁾􀀠􀁌􀁾􀀹Kevan
W. Jones, Vies PI""'nt AnalyS!: K.Jonn KWJ:ld P.Bt TOTAL 1".03 
-----􀁾􀀮􀀠McCreath Laboratories, Inc. 610 WILLOW muIBT HA.\tR.ISIIUltG. PENNSYLVAMA 17101 PIlON&: 231-9.'131 .........,. T ... No. ...􀁅􀀢􀀬􀁕􀁾􀁗􀀢􀀢􀀢􀀮􀀡􀀭__--,-_,",""-_ EUR61Cd
WCK CQ. 􀁾􀁦􀁾􀁾􀀣􀁾􀁮􀁾􀁑􀁷􀁍􀁾􀁏􀁾􀁄􀁾__________􀁾________________􀁾__􀁾____􀁾____________ \ . 'Ill. 􀁲􀁾I•• ...,.,rlofT_ ... Bull..... IIddr ...... _ hi _.'"'" AS'I"M DwI.........
a7..f4 .......... MIIIbod ofS-pII.q tud r ..... Brick' • , Dot• ... SUC'l1ONIIDIl c"mpn.ol.1 􀁳􀁾􀀠AlISORPTION V'FI.OIU!Sa:NCl1iRATEtG...... A....m_..1u.odll...... MulmulII SaIw:o-O'
.... DriaI Uoo CoolIId..:Z4 Hour$11••, {l!.\tio or 14 Hour (1'1. 􀁅􀁉􀁉􀁬􀁯􀁾􀀩Slllnncn{OI:lSUbmenlOD In """"""'" to S Hou,) Gol. !. lVel&hl 􀁂􀁭􀀮􀁾fA C.ld WIA..Beill., IV.... fA e..Mlaa..
POll'''' Per Squ... 1",,& (MPa) ,.,. 00a1Per Ctat Onm. No Effioreseeo.ce .4 4.2 0.76.U21430 (147.9) w_... 􀀧􀁊􀀮􀀬􀁟􀀮􀀬􀁾THI 􀁃􀁯􀁭􀁾___Ju'le 16 1995 _____ No Effiorescel1ce 3 4.4 0.785.6
..20300 (l40.1) No Efflo=Dce 3 4.1 0.745.1$• 19010 (131.1) No Efflorescence ... 3 4.3 0.765.7]8940 (130.7) No Effiorescence 4 4.2 0.7605.519770 (lJrl4) 4.2 Q.76lIAG& 119890 (1j7.2) S.6
ict np.._ed 􀁾􀁹􀀠,h. , .......lIs 511<>,.. ber. comply -.1.& ,114 _01 spt:<in....... (ASTM c:n.9:lJ r.. -.Brick (0_59. Sid) .IM! '''11Il00'' Briel< (Ondes IMI. Buikli" Bri,k lAST).!
C&.9ll:) (O..<Its SW. MW. NWl. Fa<io, Brick (ASTM ClI6-94.) (O"tIot SW. MW). RespeclMty 􀀮􀁵􀁾􀁭􀁩􀁴􀁬􀁥􀁤􀀮􀀠
tOle......",., (;crporat'oTechnical Senriees/f. }.rch Route 61 P.O. Box 340 Shoemakersville. PA 1 9555 610/562·3076Fax: 610/562·2084 18 April 1996 Should you require·· . Center. Thank
you . Truly yours, George Robinson 15301 AOOfSON RO. -_BRIK_MeTRO a _ CO. BIll SELF 991·_ P:ogor 4H • 2795 Fax 991 '",69 2-1/4") .."," .... " . . ; 􀀺􀀺􀀺􀀺􀀺􀀡􀁾􀀡􀀧􀀠:." ': .. Director
of Technical Services gr:jy Enclosures cc: Kansas City Distribution Center 8,>;C.. /e. -}o 􀁾{($e.d /17 􀀧􀀵􀁾􀁤􀀮􀀮􀀮􀂣􀀡􀁁../a/f::.s. aud 􀁴􀁹􀁾􀀤􀀠S fiV'::.& fJ th 7JCertificJliOll;
59000110.DOC 
Glen-Gery Corporatior Technical Services/R", .drah Route 61 P.O. Box 340 Shoemakersville. PA 19555 610/562-3076 Fax: 610/562-2084 18 April 1996 To 􀁕􀁊􀀱􀀮􀀮􀁾􀀢􀀢􀀬􀀠The Shilling! by
the Iberia Standard 􀁓􀁰􀁥􀁣􀁩􀁦􀁩􀂧􀁩􀁩􀁾􀀠Application PS. Truly yours, George Robinson -'-." }ii; ::i;!; ... , .. ,:t;':;Director ofTechnical Sen;ces « « gr:jy cc: Kansas City Distribution
Center Cmific3tion : 59000110,DOC 
Glen-G9IY Corporati' Corporate Offices 11 66 Spring Street P.O. Box 7001 Wyomissing. PA 19610-6001 610/374-4011Fax: 610-374-1622 30 April 1996 Andrew Oakley Huitt-Zollars, Engineers
3131 McKimley Avenue Suite 600 Dallas, TX 75204 facsimile: 214-871-0757 RE: Glen-Gery Shillington Pavers 3 5/8' X 7 5/8" X 2 1/4" Dear Mr. Oakley: Glen-GeIy's Shillington Pavers are
made at our Iberia, Ohio Factory. This factory was openedin 1990 aod bas been producing facing brick aod paving brick meeting the reIevaot ASl'M staodards since thet time. The SbiDington
Paver is manufactured by the molded process. Characteristic colors aod textures are produced by applying different sands to the body of the paver thuing the time that the clay is being
furmed into a rectaoguiarsolid. Since the body ofthe paver dces not change-particle size distribution, water content, drying conditions, aod firing conditions (time-temperature relationships) are all the same-sands
are chosen to fire to different colors under the same firing conditions, creating products whose appearance differs but whose physical characteristics are consistent Pavers from the
Shillington body family have been used on many smaller projects aod on two , particularly nice large projects-the Gerald Ford Museum in Grand Rapids, Michigao aod the exclusive New Albany
single-family residential development in Columbus. Ohio. These pavers Mve been. 􀁷􀁥􀁮􀀭􀁲􀁣􀀺􀀺􀀺􀁾􀁶􀁥􀁲􀁬􀀠JO.d 􀁾􀁖􀁾perrbrmed well i:1 fug 􀀡􀁥􀀡􀁾􀁶􀁥􀁬􀁹􀀠unforgiving cli!nates
roWld in Graod Rapids and Columbus. Although the Shillington is a relatively new offering, its ped'ormance cao be predicted from the perfurmance ofthe other pavers ofthat body type.
1hope that this satisfies your needs, but ifyou have any other questions, please give me a ca1l. Very Truly Yours, Glen-Gery Corporation 􀀽􀀽􀀺􀁾􀀠Ronald 1. Hunsicker, P.E. Maoager,
Architectural Services 
; -l.C(...'reafb Laboratories, ':...de. _ 'a' ...,.,... "'mIJ,:1:.l)2'BlIlol..______ dlCl WILLOW msar 1iAIJUSBT]AG, !BNNSYLVANI'A JIItIfiII: 􀁾􀁉􀀠17101 .... Am,,, 'PM Irick" 'fS,' I""711t1timN
PAm Z51I1'1NgzlW Hqr;pm l1zmq llDm .".,.,.10.'-'01_-1iIIIIIIIIIc .... '1 .10 .. as __n II 1 (!IT'" ............ MoiIIooI 01 ........ 1M,.,.. _ . ,...C..,.,..... April 18, 11196 : -c.,
........... I11III 􀁾􀀠􀁾􀀠􀁾􀀠ZI d.... Don: 􀁾_1IriooI .. 􀁾􀁾:14 a-Sn(101lo 01':14 Rout (NoW 􀁾􀀠""""""'*"' s.aw...... Stt ..SHtalt OoioillW.... 􀁾􀀠.. QIIIIW....IoiIi:tI W_ 1&0.._
'"'""" PIt"lMI> PorCai(Wo) Porc:..t c:-.. 1 NoBfflonilllCllla \J6 2.5 0.4911 5.1itISlO (48.9) 􀁎􀁯􀁾2 7 J 1.6 0.404.05810 (40.1) 12 􀁎􀁯􀁾J J8 2.44.9 0.4913 4710 £'2..5) No BffIoteocaaee4
9 1 4.8 2.3 0.4857J0 £,9. 6)14 No EffionSCllllCO5 10 2. 15 ! 0.407110 (49.1) 3.6 1..5 . i AYII':IlAGB 6fJ9O (42) I 4.5 I 2.1 0.45 J • briI:I; I. by ..... _ ..... _......, ...dIo _ Sp
._fAlllM c;.m lor .....JdcIr: ("""'" eo ..... 􀁾IIcidt 1_Mt, MMl,IodIdIof lIrIII: (AmI =6),_SW, MW. foIWI.l'tciq lldct (A$T.W CIHU) 􀁾􀁓􀁗􀀮MVI) ..... Podoo1riu ..... 1.lpl TnIIIo l'lMIa-􀁾􀀠CSICIMS)
' Ia-MX. !IX. IXIfIIIlIdoIi) (I'ypoo I, lI. Ill). . . AIonIioaIaC II G.03S 12 a.aza .13 o.Cl'lI M 0:010 15 O,IIZI ...... 0,035 " .-_.-.. _-_ .., -... 􀁾-...􀀢􀀺􀀧􀁾􀁾􀀮􀀠-... '"; ..􀁾􀀮􀀭􀀭...._-...-
-." .. --" ----, "-.-"--" ._----_._-_., 
_.... Gkln-<iery Corporatior Technical Services/lie. .rch Route 61 P.O. Box 340 Shoemakersville. PA 19555 610/562·3076Fax: 610/562-2084 1 April 1996 In addition Paver Solid to you along
with a letterclrcernfiClatic,n; ,',., .....:: '" ... ::' "'::::;,. ,. 􀁱􀁵􀁩􀁉􀁾􀀧􀀺ar:iy'􀂷􀁡􀁤􀁤􀁩􀁴􀁩􀁾􀁾􀁡􀁢􀁮􀁦􀁾􀁡􀁴􀁩􀁾􀁲􀁩􀁾􀁰􀁬􀁩􀁬􀁬􀁥􀀠contact the Kansas Citv ,youiinterest
iiI Gletl4ry'!; !iI\eof fine quality products.• • • -•••••• , ••••0." , ••••• :,:.,-::::1T. . . 􀁾􀁾􀀮􀀠Truly yours, ::0.:' :-:> 􀁲􀁾􀀧􀀠George Robinson Director ofTechnical Services
gr:jy Enclosures cc: Kansas City Distribution Center C",ilic:1tion: '90OQlQS.DOC 
.,. Glen-Gery Corpomtio• Technical Services/R, ,arch Route 61 P.O. Box 340 Shoemakersville, PA 19555 610/562·3076 Fax: 610/562-2084 1 April 1996 Truly yours, George Robinson Director
of Technical 􀀺􀁓􀁥􀁲􀁾􀁬􀁾􀀡􀁓􀀻􀀩􀀡􀀾􀀠gr:jy cc: :Kansas City Distribution Center C",jficalion, S900010l.1XlC 
--• 61O-WII:t.OW Sli!S1iI' HARlUSBURG. PENNSYLVANI'A 17101 lUM 24 1994􀁒􀁾􀁲􀁊􀀡􀀺􀀡􀀺􀁄􀀠Irick Id-ri&cariaa SERENTlrprry PAW&! 7 if.! X ! SI8 T Z 1/4 MOTom IWOtST &'..94 ...... II ',,,,,
-!:6-::;.l!::S::;-94=...,..______ ..... IBERIA 'I\ooc C'Ii '..... lllllll 24, 1994 . Uait SUCTlONCom.......... 􀁾􀀠 AIISORP'I1ON EFFLORESCENCE 􀀨􀁇􀀬􀀬􀀪􀁾􀁉Id... dlkadoa RAtE MulmomS:tlDro:
.... 0>dIici...UHour'H..... (RIDo of 24 Hour Gom .. w,;pt [NoElll......... SubmctsiOll1a -.... Ilcili.at: w_ .. 000 MiIIooo... 'H..., 􀁾􀀠.. C4J4W_ _ !'eo'Sqv.m IDo.Il :p".. Oeot􀁾􀀩􀀠!'eo'
Oeot 0..... No EfflotuClmCC 10 , 4,5 2.0 0.438520 (58.8) No £mote:SCC1XC 12 , 8970 (61.9) 4.2 1.9 0,46 No SIDotCliCt=C 10 71S0 (49 • .1) S5 .1,0 ass 􀁎􀁯􀁅􀁭􀁯􀁾􀁣􀀠8 7510 (51.8) 4,8
2,.1 0.48 No 􀁅􀁦􀁦􀁩􀁯􀁴􀁥􀁓􀀻􀀻􀁾􀁣􀀠8 5.190 (37.2) 4.8 2.S 051 0,494,8 2..1 10 !>rid: 'OP' ...... by tl:c "'" 􀁾....... r.:...., _'Y _ :lIo _ Speci_ (ASl'M en,9)) f'ot _ ilrid: (Gn<Io
SMJ IDd _I.Briel: (en.s.s MS, V'ERAGE : 7510 ISl.a) 􀁾􀀬􀀠Buildiq Briel: (ASTh! <=61.92<;) {OnodesSW, MW, NWl,I'acis& _ (ASTh! CZI6-9ld) (Otodca SW. MWl, __!.ip!T..ffic PaviD& Briel:
{A$'1"M em(CIaa(""1 MX. NX. SX (If molded) 1YPe I. fi. 111), -... lade. 0.023 o.o:u 0.00 0.031 0.046 Respectfully submitted. !l..Qll '. 
Glan-Gary Corporatio' ·. • Technical Sel'llicas/R, Arch Route 61 P.O. Box 340 Shoemakersville. PA 19555 6101562-3076 Fax: 610/562-2084 1 April 1996 The Y􀁯􀁲􀁫􀁾􀁩lI4iidiiilat.l by the
􀁬􀁢􀁥􀁮􀁾􀀧􀀺􀁡􀁾􀁾􀁾􀁗􀁴􀀡􀁾􀁾􀁾􀁩􀁾􀁩􀁬􀁩Standard SI Application PS. Truly yours, George Robinson Director ofTechnicai S.:nices gr:jy cc: Kansas City Distribution Center Catification:
S9000106.DOC 
.. 610 WIIJ.OW $IlUiEl' , j HARRlSBURG, PENNSYLVANIA 17101 t.aho<aIor.r T_ No. 􀀮􀁉􀀮􀁬􀁂􀁑􀀻􀂷􀀺􀀮􀁬􀀵􀁾􀀷􀁚􀀬􀀭______ II-. /1lfl£Ii/J..HqrchilJl..J.ZZ30.EErlVE n 􀀱􀀹􀀮􀀡􀀰􀀱􀀮􀀮􀀮􀀭􀁾_
MAR31 URTo (jLEN-{iERY CORPO&i1l0N T'" c..phH Mal'ddO, 1995 -11a1t Cxa;: uaJ•• 􀁾􀀠SUCl'roI'IA8SOiIP1'lIlI'I 􀁾􀁣􀁺􀀨􀁃􀁟􀁾􀀩Jid II!I .docs !lATI!. Mgjmmn s.cn. a.-Dricd IioIl CootIici...
PI" • • 2A Hour'Hoar (Rallo .l2A I!Dat (No Em<>< l. Sub M"._iD, Ill!Ioraccd)am. .. W<ipt.to S HoontlIoiliac W_ lia CoW WfIII:tt iD OlIo Mimor.c _ Pet Sqwore !Deb (Ml'al Pete-Petc...
0.No Efflorescence 5 f , 5\ 3.68720 (<<1.2) 6.9 0.52£1 No Efflorescence 7 ! 8 '2 285.8 0.4988«1 (61.1) I No Efflorescence I 8 3 4.97Z«1 (SO. 1) 8.4 0.59 No Efflorescence , 11 4 4.6 0.588550
(59) 8.0 No Efflo= .(/9 ,3.3 0.519Z8O (64) 6.4, \V1!JtAGE 0.$4 8 " br'.cI: "... .0\1 by lIIO .... """"' _ Iw'e comply wid> UIe _ Speci_... (ASThI C3l-9'J) !Or __ Bricll: (Gndo SM) mI
_IeBrid!: {_lIIS, 8530 (58.9) 7.1 3.8 MJ. Soildiq Briel; (AS'I'M C6l-92<) {Gn!dO:s!W, ),{w, w, NW), FocIDc Brid!: (AS'I'M Cl6-92d) 􀁾􀀡􀁗􀀮MW) OIIII_iaDllllll.iclIl Tatiio PoviD& Brict
􀀨􀁾􀀠1)%.93) (0-sx. MX. NX) (Typei I. n; !II). : -'-hIdex It 0.041 l2. O.on 13 0.067 14 0.054 1$ 0.036 AVII-0.046 Respectfully submitted, 
! £:: qL 􀀢􀁬􀁟􀁱􀀮􀀺􀀺􀀢􀀺􀀺􀁢􀀻􀀻􀀻􀀢􀁾􀀨􀀮􀀺􀁢􀀻􀀺􀀮􀀢􀀢􀀮􀀺􀀮􀀮􀀮􀁟􀀮r-------------.----... 􀁾􀁒􀁏􀁍􀀠COLUMBUS REAtTY TRJST 214+770-51 􀁾􀀠In 􀀢􀁤􀀼􀁬􀁩􀁬􀁬􀁾􀀧􀀱􀀠yo" Paver SQlid
(2-' "h,oll '" 􀁾􀀮􀀬􀁴􀁪􀁢􀀢􀀠􀀨􀁯􀁲􀁩􀀭􀀮􀀺􀁾􀀠fur $lAttUurd I<> l "II alone wirlt Ii Iflhi: m""ntime, .hc/llid 􀁾􀁾􀁾􀁾􀀡􀁾􀀠Oisrrif:tuhull 􀁦􀀧􀁾􀁉􀁊􀁬􀁕􀁦􀀠Thntlk;' George RQb,nlilJn
O"(ctor ofT"llmenf SC,...,ICCS f!ndUlurC5 ", I 
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􀀨􀁍􀁏􀁎􀀩􀁏􀁾􀀮􀀠01'96 12I11ST.12:'3/NO. 􀀳􀀵􀀶􀀰􀀷􀀱􀀳􀀵􀀵􀁾􀀠P AFROM COi,UI.Il:l,IS REALTY 􀀱􀁊􀁜􀀺􀀻􀁾􀀭􀀺􀀭=; H70-51 􀁇􀀱􀀸􀁾Cot,ol'llti,," 􀁬􀁬􀁉􀁏􀁨􀁮􀁬􀁾􀀱􀀠...,.ic:..I".H.rch
II'M.61 P.O. Sox 3110 􀀶􀁨􀀱􀁍􀀢􀀬􀀮􀁾....iII. PA I 􀁧􀀵􀁇􀁾􀀠 "111/602 ·3016 F.., ,,01&62·2,0114 J' 1 April 19>16 The 􀁙􀁯􀀧􀁲􀁫􀀬􀁴􀁬􀁬􀁲􀁬􀀱􀀧􀁾􀁤􀀧􀁩􀁢􀁬􀁾􀀻􀁾􀁬􀁧􀁥􀁲􀀠fly lh" 􀁉􀁾􀁜􀀮􀀧􀀻􀁡􀀠St
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FROM COLUMBUS REALTY TRUST 􀀲􀀱􀀴􀀫􀁾􀀷􀀰􀀭􀀵􀁩􀀠􀁾􀀠(MON! 04 0' 􀁾􀁦􀀮􀀠12' '41ST. 12: l'l/NO. 􀀳􀀵􀀵􀀰􀀷􀀱􀀳􀀵􀁾􀁊􀀠P 2 III 􀁁􀁴􀀾􀁾􀁩􀁬􀀠1. 199G TO: COLUM13I1S REA.LTY ITItuS,"!'
ATTN: BRyANT 􀁎􀁾􀁉􀁌􀀠FROM: SILL SELF RE, ADDISON CIRCLE BRYANT. ENCLOSED PLEASE FIND L5TTiRS FROM 􀁇􀁌􀁅􀁎􀀭􀁇􀀡􀁒􀁾􀀠STATING THi LAB TEST RESULTS ON SE.RBI!<OlC!?I:T't AND YORl<SHIRB
'''VSRS. AT 'l'HI S 'UI'IS, THEY DO A T8ST REPORT ON THE SHILLINGTON PAVER, BUT AS YOU PROM THEIR LETTERS THEY ARE HAVING T!fS!S'I!I TESTED. AS AS TRESE RESULTS COME IN, I WILL FORWA.RI)
A COM TO YOU. THiSE ARB THE 􀁔􀁈􀁒􀁎􀁾􀁒􀀺􀀺􀁒􀁾􀁾􀁾􀁦􀁾􀁾􀁾􀀠THAT Wi KILL BE SUPPLYING POR THE ADOISON CIRCLE S' AND SIDEWALKS. IF YOU HAVS ANY 􀁑􀁜􀀱􀁉􀁩􀁩􀁓􀁾􀁲􀁉􀁾􀀩􀁎􀁓􀀬􀀠OR IF
I CAN BE OF PURTHBR ASSISTANCE, THA.Nl( YOU. --: ;'2-,. 􀁾􀀠PLEASE 10. .... 
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􀀠.,􀁾􀁚􀀻􀁾􀀴􀁴􀁾􀁾􀁾􀀠• 
ADDENDUM NO.1 To The Construction Specifications And Contract Documents For ADDISON CIRCLE PHASE I PUBLIC INFRASTRUCTURE January 17, 1996 CONTRACT DOCUMENTS SECTION PF • PROPOSAL FORM
Bidders are instructed to make the following changes or additions to the subsection entitled "General Notes and Supplemental Specifications for Bidding". A. Page PF·3 At the end of the
description of "Item No. 117 -Special Paving Enhancements", add the following: Vehicular bricks shall meet or exceed ASTM C67 and ASTM C1272-94 for Heavy Vehicular Paving Brick Type
F as referenced in Technical Services Digest #141 bound herein. An acceptable material has been identified as equal to Acme "TULSA" HVT Brick. Brick Type A shall be equal to Acme color"
Tulsa Blend 2, Gamet Red". Brick Type B shall be equal to Acme color "Tulsa Blend 20, Amaretto", B. Page PF·4 Insert the following description under Bid Schedule II: Item 201 • Brick
Paver (Sidewalk) This item consists of specified pedestrian Bricks A & B laid per the patterns in PX the plans. Note that many dimensions are noted in increments of brick (or "wythe").
Pedestrian Bricks shall meet or exceed ASTM C67 and ASTM 􀁃􀀹􀀰􀀲􀁾􀀠Y-z. Class SX Type II. An acceptable male rial has been identified as equal to Old Virginia Brick Company Oversize,
Wood Molded, Frogged Mixed Color #2 pavers. Type A shall be equal to the lightest color variations and Type B shall be equal to the darkest color variations ofthe same brick. C. Page
PF·4 At the end of the description under BID SCHEDULE VIII, General, add the following: Bid Schedule VHl is an altemate schedule and is not to be included in the Total Project Base Bid.
G:\pRonOI182204\ADDENDUM.l 
D. Page PF-4 Add the following after BID SCHEDULE VIII: BID SCHEDULE IX General Bid Schedule IX is an altemate schedule and is not to be included in the Total Project Base Bid. Item
901 -Upgraded Tree Grate The specified upgraded tree grate shall be equal to Urban Accessories 5 foot SQ OT-124. unpainted. per the attached catalog cut sheet. E. Page PF-51 Replace
page PF-51 in its entirety with the attached page PF-51 Revised. END OF ADDENDUM NO.1 G:\PROJ\Ol182204\ADDENDUM.l 
"141 , ACMETECHNICAL SERVICES DIGEST 1 NOVEMBER 1994 BRICK 4.,,, Nil SUBJECT: ASTH SPECIFICATION FOR HEAVY VEHICULAR PAVING BRICK A new standard specification for Heavy Vehicular Paving
Brick is now available. This standard is issued under the fixed designation C 1272; the number immediately following the designation indicates the year of original adoption or, in the
case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. a superscript epsilon () indicates an edito:r:ial changesince the last revision
or approval. The standard for Heavy Vehicular Paving Brick was issued in August 1994 with the designation C 1272-94. It is now being sold and distributed by ASTM. This standard complements
ASTM C 902 Specification for Pedestrian and Light Traffic Paving Brick. As stated in the scope of this standard, the paving brick are intended for applications receiving a combination
of high volumes of heavy vehicles. Although it is not defined in the standard, the intention of the task group was to define "heavy vehicles" as multi-axle trucks, such as tractor-trailer
trucks; and "hi9h volumes" as frequent daily truck traffic. One pasS" of a heavytruck is not considered hi9h volume. Some road design manuals define low volume roads as roads receiving
a maximum of 1 to 1.5 million total cumulative Equivalent Standard Axle Loads (ESAL). High volume traffic would be above that number. Applications which this standard would apply include
city streets, country roads, industrial pavements, or ports. ASTM C 902 should be used in all other applications such as pedestrian traffic and vehicular traffic restricted to automobile
traffic. Service vehicles such as postaland two-axle delivery trucks are not normally considered heavyvehicles. FRED CLAYTON DAS 290 
TECHNICAL SERVICES DIGEST '141 Page 2 1. Scope l.l This specification covers brick intended for use as a paving material in areas. with a high volume of heavy vehicular traffic. The
units are designed for use in such places as streets., commercial driveways, and aircraft taxiways. These units. are not intended for applications covered by Specifications C 410 or
C 902. 1.2 Units. are manufactured from clay, shale, or similar naturally occurring earthy substances and subjected to a heat treatment at elevated temperatures (firing). The heat treatment
must develop sufficient fired bond between the particulate constituents. to provide the strength and durability requirements. of this specification (see firing, fired bond, and incipient
fusion in Terminology C 43). 1.3 Brick may be shaped during manufacture by extruding, molding, or pressing. Brick may have spacing lugs, chamfered edges, or both. . 1.4 The values stated
in inch·pound units. are to be regarded as the standard. The values given in parentheses are for information only. 2. Referenced Documents 2.1 ASTM Standards: C 43 Terminology of Structural
Clay Products.2 C 67 Test Methods for Sampling and Testing Brick and Structural Gay Tile' C 88 Test Method for Soundness of Aggregates by Use of Sodium Sulfate 'or Magnesium Sulfate3
C 410 Specification for Industrial Floor Brick2 C 4.18 Test Method for Abrasion Resistance of Concrete by Sandblasting3 C 902 Specification for Pedestrian and Light Traffic Paving Brick2
E 303 Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester 
TECHUIQAL SERVICES pIGEST 1141 Page :.3 3. Terminology 3.1 Definitions-Terms used in this specification are defined in Terminology C 43. 4. Classification 4.1 Types-Heavy :vehicular
paving brick are classified by type according to their intended installation: 4.1.1 Type R-Brick intended to be set in a mortar setting bed supported by an adequate concrete base; or
an asphalt setting bed supported by an adequate asphalt or concrete base. 4.1.2 Type F-Brick intended to be set in a sand setting bed, with sand joints, and supported by an adequate
base. 4.2 Applications-Heavy vehicular paving brick are classified by application according to their dimensional tolerances, distortion, and extent of chips. 4.2.1 Application PS-Pavers
intended for general use. 4.2.2 Application PX-Pavers intended for use where dimensional tolerances, warpage, and chip page are limited. 4.2.3 Application PA-Pavers intended to produce
characteristic architectural effects resulting from nonuniformity in size, color, and texture. 
TECHNICAL SERVICES pIGEST '141 Page 4 S. Physical Requirements 5.1 Durability-The brick shall confonn to the physical requirements for the type specified as prescribed in Table 1. 5:
1.1 Freezing and Thawing Alternate-The cold water absorption requirements specified in 5.1 shall not be required provided a sample of five brick, meeting all other requirements, passes
the 50 cycle freezing-and-thawing test in Test Methods C 67 with not greater than 0.5 %loss in dry weight of any individual unit. NOTE I-The provisions of 5.1.1 are specified only as
an alternative when the sample does not confon:n to the requirements for cold water absorption prescribed in Table I. 5.1.2 SuI/ate Soundness Test Alternate-The cold water absorption
requirements specified in 5.1 shall not be required if a representative sample of five brick survives 15 cycles of the sulfate soundness test in accordance with Sections 4, 5, and 8
of Test Method C 88 with no visible damage. NOTE 2-The sulfate soundness test is an optional substitute test for the freezing-and-thawing lest (5.1.1). 5.2 Performance-If infonnation
on the perfonnance over time of similar units in a similar application with similar exposure and traffic is furnished by the manufacturer or the manufacturer's agent and is found acceptable
to the' specifier of the pavement material or the specifier's agent, the physical requirements in 5.1 or the size requirements in 7.2 shall not be required. 5.3 Abrasion Resistance-Each
individual brick tested shall meet the requirements of either the Abrasion Index column or the Volume Abrasion Loss column of Table 2. 5.3. I Abrasion Index-The abrasion index is calculated
from the cold absorption in percent and the compressive strength in pounds per square inch as follows: 
􀁾􀁾􀀠..a 0tD§ 01.104qlll/i C 1272 o r;: TABLE 1 Physical Requirements Ig)Minimum Compressive Strenglh. Minimum Modulus of fluplura, Maximum Cold Weier Absorption. Type Gross Area, psi
(MPa) psi (MPa) " 􀁾􀀠H oAvg. 01 5 Brick Individual Avg. 01 5 Blick Individual Avg. of 5 Brick Individual I!iIA BODO (552) 7000 (48.3) 1 200 (8.3) 1 000 (6.9) 6 7 01 F 10000 (69.0) 8800
(60.7) 1 500 (10.3) 1275 (8.8) 6 7 tI 104 􀁉􀁾􀀠>i ..... ... TABLE 2 Abrasion Requirements" Volume Abrasion Loss.Type Abrasion Index, max max, cm:J/cm2 A and F 0.11 1.7 .. See Sections
5.3.1 end 5.3.2 lor eddillonallnformalion. abrasion 􀁩􀁾􀁤􀁥􀁸􀀠= 100 x absorption compressive strength' 
􀁾􀁅􀁃􀁂􀁎􀁉􀁃􀁁􀁌􀀠SERVICES pIGEST '141 Page 6 TABLE 3 Tolerances on Dimensions DimenSion, in. (mm) Pennissible Variation, max. :tin. (:tmm) Application PS Application PX Application
PA 3 (76) and under 'I. (3.2) 'I.. (1.6) no limit Over 3 to 5 (76 to 127) 0/.. (4.7) '/l> (2.4) no Iimil Over 5 to 8 (127 to 203) 'I. (6.4) 'I. (3.2) no limit TABLE 4 Tolerances on Distortion
Specified Dimension, in. (mm) J:ennissible Distortion, max. in. (mm) Application PS Application PX Application PA 8 (203) and under Over 8 (203) 10 12 (305) 0/32 (2.4) 'I. (3.2) 'I,.
(1.6)'r... (2.4) no limi! no Iimi! Over 12 (305) to 16 (406) 5/32 (4.0) 'AI (3.2) no limit TABLE 5 Maximum Permissible Extent of Chippage from Edges and Corners Application Chippage.
in. (mm) in from Edge Comer PS and PX ";'. (7.9) '12 (12.7) PA no limit no limi! 
TECHNICAL SERVICES pIGEST #141 Page 7 5.3.1.1 The compressive strength shall be determined on half-brick, which are the full height (no less than 21/4 in. (57 mm» and width of the unit,
and with a length equal to one half the full length of the unit {±1/4 in. (±6 mm) for each dimension). For abrasion index testing purposes, the brick shall be without core holes, frogs
or other perforations. Other shaped specimens may be used provided that a correlation is established with the results of the specified shape and the results are converted to be equivalent
to those that would be obtained with the specified shape. 5.3.1.2 In those cases where the height requirements for determining compressive strength cannot be met, the abrasion resistance
should be determined according to the volume abrasion loss method. 5.3.2 Volume Abrasion Loss-The volume abrasion loss should be determined in accordance with Test Method C 418, with
the following cqanges in procedure: 5.3.2.1 The sand shall be a natural silica sand from Ottawa, IL, graded to pass a No. 50 (300-llm) sieve and retained on a No. 100 (150-llm) sieve.
5.3.2.2 The test shall be run on dry brick. 5.3.2.3 The duration of the test shall be 2 min. 5.3.2.4 The rate ofsand flow shall be 400 gjmin. 5.3.2.5 The volume loss shall be determined
by fiIIfng the abraded depression with modeling clay, striking off level with the original surface of the brick, and removing and weighing the modeling clay. The volume loss shall be
calculated from the bulk density of the modeling clay. The bulk density should be determined on each lot of modeling clay. An alternative method ofdetermining the weight ofclay used
in filling the sandblast cavity is to determine the weight of the modeling clay sample before and after filling the cavity. 5.4 Skid Resistance-When specified, the units shall be testep
for skid resistance in accordance with Test Method E 303. 5.5 Coring-The brick shall be without core holes or other perforations. 5.6 Chips or Cracks-The brick shall be free of chips
or cracks larger than those listed in this specification that would significantly impair the performance of the system. 6. Efflorescence 6.1 When specified, the units shall be tested
for emorescence in accordance with Test Methods C 67. The units shall be sampled at the place of manufacture. 
TECHNICAL SERVICES DIGEST '141 Page·s 7. Dimensions and Permissible Variations 7.1 The size of the brick shall be as specified by the purchaser. 7.2 The minimum thickness of the unit
shall depend upon the classification: 7.2.1 Type R-2!f4 in. (57.2 mm). 7.2.2 Type F-2sla in. (66.7 mm). 7.3 When chamfers are specified by the purchaser, the dimensions required in 7.2
are exclusive of chamfers. When lugs are specified by the purchaser, the size of 􀁴􀁨􀁾􀀠brick and its associated dimensional tolerances shall include the lugs. The lugs shall project
no greater than '18 in. (3.2 mm), unless otherwise specified. . 7.4 In the sample of units, no unit shall depart from the specified size by more than the individual tolerance for the
application specified as prescribed in Table 3. Type F paving brick shall conform to Application PX only. 1.5 Tolerances for distortion or warpage of surfaces or edges intended to be
exposed in use from a plane surface and from a straight line, respectively, shall not exceed the maximum maximum for the application specified as prescribed in Table 4. Type F paving
brick shall conform to Application PX only. 8. Visual Inspection 8.1 Other than chips, the brick shall be free of cracks or other imperfections detracting from the appearance of a designated
sample when viewed from a distance of 20 ft (6 m). 8.2 The parts of the brick that will be exposed in place shall be free· of chips that exceed the limits given in Table 5. The cumulative
length of chips on the exposed face of a single. unit shall not exceed 10 % of the . perimeter of the exposed face of the brick. 8.3 Unless otherwise agreed upon in writing by the purchaser
and the seller, a delivery shall contain not more than 5 % brick that do not meet the combined requirements of..Tab!es 3, 4, and 5, including broken brick. 9. Keywords 9.1· brick; fired
masonry units; pavement surfaces 
􀀱􀀷􀀯􀀱􀀶􀁾􀀯􀁾􀀠: /:t r.. "."-, 􀀮􀁾􀀠" ACME,BRICK 8, /' /' .......... .......... II' .. ; .. HEAVY VEHICULAR TRAFFIC PAVER I I J A-,􀀨􀀲􀁾􀀠
UPGRADE TREE GRATE 5 FOOT SO OT-T24 URBAN ACCESSORIES (800)-:148-0429 
,z.:./' , I Professional Service Industries, Inc. TESTED FOR: Old Virginia Brick Company PROJECT: Laboratory Tests of P,O, Box 508 Wood Molded Paving Brick Salem, VA 24153 DATE: November
14, 1995 OUR REPORT NO.: 455-50091-3 REMARKS: Old Virginia Brick Company submitted to our laboratory the following brick to be tested in accordance with ASTM C902 and ASTM C67, Brick
Name: Oversize, Wood Molded, Frogged Mixed Color, #2 Pavers Nominal Size: 4 x 8 x 2-3/4 inches Actual Size: 3-112 x 7-5/8 x 2-3/4 inches Grade: C902. Class SX, Type II Test results are
as follows: Compressive Cold Water Five-Hour Laboratory Strength. Absorption, Boil Saturation Abrasion Efflorescence Number (:lSI % Abso!]ltion, % Coefficient Index Rating 95-1696-A
95-1696-B 95-1696-C 95-1696-D 95-1696-E 5980 5650 9830 6040 5820 8,33 6,98 6.48 9.65 7.11 11.18 10,23 9,72 13.16 9.96 0,75 0,68 0.67 0.73 0,71 0,14 0,12 0.07 0.16 0.12 None None None
None None Average: 6664 7.80 10.85 0.71 0.12 Specifications Avg, 5 Brick Individual 4000 min, 3500 min, 16,0 max, 18.0 max. 0,78 O.SO 0.25 None None Respectfully submitted, 􀁬􀁕􀁭􀀧􀁲􀁩􀁾􀀮􀁉􀁾􀀮􀀠RB
C/jv Richard B. Crew Department Manager Construction Services Copies: 4 -Old Virginia Brick Company/Fletcher Smoak 5319 West Market St. • Greensboro, NC 27409·2679 • Phone: 910/294-0522
• Fax: 910/292·2508 
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=?Jmm! (1) or CIJ at: Table 1 rll%' the apptirablt tr6_ (se:o U.l). ••7 WCllJ7.....1'hlI 􀁾« l'lO!I"at WiUpqpo of I!ziIt _ cf1lro bride _ 􀁾TIl t.:com.1fIc lkKlrll1l1!a sballlWt fIICIIIlII
II.. In. (1..0 mm) tbt cadi 6 In. OSO mm) III al: 􀁾wbeIt l'llIlIIISlIIl' mJiiOWtda.ot:s with 􀁾12 of :M'aboods C67. 4.! Mrilfkd.8rit;k. (StIft Mwi. Semi-Ory Prcul!l/. tmrI IJry .PresRd
8rick}-1l:Ic .......1:!IIII:IiISliSc4 ill Table: 1 sIIaI1 be mange: to(mo'll;!a:l brick10 'pt4mi1 maxinJam <ibiorpdou of 16 􀀧􀁬􀁴􀁰􀁾􀁩􀁕􀁬􀁤􀀠11 '" 􀁾􀁬􀁯􀁉􀁉􀀡􀀡􀀮􀀤􀀮􀀧􀁉􀁉􀁤􀁾􀁃􀁬􀁭􀁾􀀠􀁾􀁾of4IX
J;I pU (%'1.6 MPa) __8.1lI! 3500 ll!Ii (24.1 MPa) 􀁾lQr a-sx. 􀁾t!rat tbo l....,.mClOll<:lllS fll%' ....,::prtjcn roefficleSlf of'TabI&< 1.... 'IIIC!t.. 4.9. UlllcsrI 􀁾sprlfial by v.
pgtdtazr. I:riJ:k cC ... --.. _... . .... , . ......._-,,"""􀁾􀀠
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"" :lIJIII) CIIIj'J aoo rn.a ...lid ... JmI< ,., Iirif 􀂷􀁟􀁾􀁲􀀺􀁉􀁦􀁬􀁜􀁬􀁰􀀯􀀾􀁬􀁬􀁬􀁏􀁟􀀭􀀮􀀮􀁲􀁯􀁉􀁉􀁯􀁉􀀺􀁬􀀠'I 􀁥􀁤􀁢􀁹􀀢􀀧􀁾􀀢􀀢􀁟􀁤___...-'""",,_ TABLE 2 """"""'" ".........
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__ 􀁾􀁣..'a. 􀁟􀀱􀁉􀁩􀁉􀁉􀁾.".,....iI.. t"" (I) no. _ shIoIlio • _ ...._ '-_It.􀁾... jOIdSa .... 􀁬􀁉􀁏􀁾........,., __"".1iIa. -1'1lkmlr.1J ---"""""."""" dry 􀁾􀀠I!1J _ II'1II""...,.,
!IfZ. mn.dIraIion '" (.fJ 1!'e,.'""""" ._bot 41» ....... rID ..... .....,.. _$hoi 110 • u.iOd by!&!!! "'" _'*11'............ 􀁾􀀮􀀮􀀮􀀢􀀮􀀮􀁾􀁤􀁦__􀁪􀁨􀁯􀁾􀁟􀁄􀁬􀁎􀁟􀀢􀀢􀀢............
􀁩􀁉􀁉􀁉􀁉􀁉􀁾􀀢􀀢􀀧􀁾􀀬􀀮􀀬'!:tI: 􀁾... 􀁟􀁗􀁬􀁬􀁢􀁯􀁊􀁾􀁟􀁉􀁉􀁷􀁟􀀠do!o1oiIr <111>10 """"*'9.,.............,.___ii'''''""""""""t;( 􀁾􀀮􀀮􀀮􀀮􀀬􀀮􀀠An ___01 􀁾"'" ......oIdtf1 '"""
iolilllg ""'...... _.,ay....__m"""""'oI....􀁾􀀮􀀮􀀬.....boIn...,Ii!!IrI; ""WOIY. f.J' Z-7 4.11 􀀮􀁾.. ' __IoJ, .. 􀀱􀁤􀀱􀀾􀁦􀀱􀁨􀁯􀁾􀁦􀁣􀁲􀀢􀀢􀀢􀀬􀀬􀀬􀀬􀁟_..-....IIlIIio..􀁾􀁟􀀮􀀬􀀭􀀧􀁏􀁉􀁬􀁬􀁩􀁯....
. IC"· 'I" 􀁟􀀮􀀮􀀮􀀮􀀮􀀬􀀢􀀢􀀢􀁩􀀼􀁩􀁳􀁾..... a; r . 1....􀁾􀁟􀁢􀁯􀁴􀁬􀁄􀁬􀁩􀁬􀁏.. lIIIww .......􀀢􀀧􀀢􀀬􀀮􀀬􀁾􀁟􀁾􀁟......... __11 £ .,.,._..-..-Ilia""""""",.,__111 ...111). JUId 0iI.5s
$X sball 1>0 MIZ];IItd illsIad ofa-MX.. <!m{;ofoe cmiW will ZIOE be> Ilq\lin:d of a.-SX and MX wb= lIMId 1ns!ai.d of Cla$$ me. T:n:es J and II !!ball be aa:plIId ics1e;d afTyp: III and
􀁔􀁾I 􀁾be 􀁾im!eIId. of Typen. 􀁾􀁾􀀠S.l WbcIl lll-viIJtI 'briek ale >llSII:d in 􀁾'I"iIh &rtjon 10 olMetlu:Id:s C 67, 1he ratilJg fm' 􀁥􀀡􀁬􀁬􀁯􀁲􀁣􀁩􀁉􀀺􀁣􀁉􀁾􀀺􀁉􀁩􀁭􀁂􀀠􀁢􀁥􀀺􀀢􀁮􀁧􀁊􀀻􀁾􀁾􀀠6.
.• 6.l "IlIc _ of tile: =.II: sbaIl 􀁾aJ.l'IP"'ifi-fby the P"..:iIa5Ir or prodw=d Il:Y 'Ibc 'lllBllllfutm='s It swc:k 􀁾􀀠6..2 "IlIc toI=Ica Oll 􀁾sIIlIU del=Dd "" tile: bozzd fI!UI:m
and mdhocl of ir:lsndi;.:QQII of_ 􀁾1"brm: djt!i::n=t m ....t/d' 􀁡􀁦􀁾an: 􀁾􀀠6..1.l AppUmtrtPI P$-F)Qvr cd¢obick intr;rllnl (QT tIllIImIl .., and 􀁾willi It m!lrl2t joill1 bIIlWeen
􀁾IDIim, or in 2!1 "'lfatirm wi!hout lDtlI'tM jQi$ bet...... m:its Iilbtlll1hey 􀁾Iaid.in ntm:i':lI: lit 1:.'XIm!rQd:; !lilt :tequiNIg 􀁾􀀱􀁮􀁬􀁮􀁥􀁬􀁹dB dimeDIiaIIai tDl=ana:s. 􀀶􀁾􀀲􀀠AppJiaJJicn
PX-i'.\ODflllld j:IBIig 􀁢􀁲􀁩􀁬􀀪􀁾for ialla!lariOXl 􀁾'IIlgrbt jgi!:III "t"mI tbe 􀁾'l!lbere 1!lta:pri.,.,siIf clase 􀁾􀀰􀁊􀁉􀁉􀁉􀁬􀁾ani Aquilal as 11I JfIIUlt of spId;U bol:t! j>iia,..
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hi. :Q:, 􀁾􀀬􀀠and 􀁾IIImdMdlJalun.its. (]:he te1run:s may !:drx'bit fndxI.. lIiDu {If lICDIlTlifr.m!l ""Cb:tIa or miDClaI 􀁾􀁬􀁬􀁭􀁡􀁸􀁊􀁲􀁮􀀠or purposely intn:Iduced 􀁾tbal: mbir«a􀁾ofthc
UIIitlI.) 1lz 􀁾on -i>4" as 􀁾􀁦􀁩􀁥􀁤􀀠in 4,7 do lICIt &pp!.y tl:7lf1is 􀁾􀀠6.3 Wbe:c I!re 􀁾􀁊􀀡is !lot """;6ed. r.Ire 􀁾􀀠metltsfilr 􀁁􀁾l'S sball 􀁾􀀠7. ViJIIiI11u:; 11'111 1.1 The
bricksbWJ be fr=!lf'CI'lIdrs orother impet1i:r.:t:iuns TABU!' Ii!IIirIIiNnI Pel.' 1.􀁾􀁏􀁦CIIip;Iop' ","",!a:i;" ....c::.m.m. ...",....1boW p ......"cI*'-.....IIM_rcot_1os .. .._ot"'__􀁾􀀢􀀱􀁮􀁩􀁃􀀮�
�-it g . i n. !/IlIIII 􀁾􀁗􀁉􀂷􀀮􀀠P:t. ..... 􀁾􀁶􀀢􀀬...00." ....(TIl 1II11>li1'".-􀁾􀀮􀀠"1' '" 􀁾􀀧􀀷r:r, ;; -!JJ..... h' <. 
!iii, 10/02195 eC902 1IcIraai,,; m:.m tile:: ..pprwaqQ" ofa 􀁾􀁾.... 1.3 U,*-Olh=-i&e ..-l upoI1 by 1be 􀁾a1Id 􀁾Ii'om it *IIIIC" M I' ft (4.6 m) ftlr 􀁁􀁾􀁃􀀡􀁉PX; tbcMUcr .... deliver)'
gfbdclc.ahaIl00l:IUIiII nIX _:tIUdI5 " aM 0: dlsIa:a= or20 Il: (6 !!Ok Al'P1lc:atioI:I PlS. t=:k =-doDOt m!4t tbe =1:JU:cd 􀁾􀁉􀀧􀁬􀀢􀁦􀀨􀀻otT:lblcs 1.2 1'be lJalG Qf tb;:!: 1:Iridi:
lI1lIt wiD b. oq. '''1 it! pla= :z. 3, ad 4, """ iJ1dncf'TIIC 􀁾lxick. ,hall be 1Hc orcIrips UmtGlIIiIZd tIIi' limirlsgmm ill Tlble 3. DrItmI18itJ--"'/:ItIII mi" 'I(' ..r Wdr. '" 􀁾""""""
__cIicIooIwiIb:;q:'__:lIor_t-.dJaoroul....". "l'lII:re io ... _ ...... _ ..... 􀁾􀁟􀁩􀁉􀀠. a...... 'I 􀁟􀁾-.lIJkJc ;.,,......,u b ...;xriar i1s 􀁾􀀱􀁉􀁦􀁾10 Ilf.ba' WII1Iu _...... "l'lII:re
ore r"",.. ot.io' iDol...... at .4rry􀁾􀀠bc;foaI12al 􀁾arIUi PM i;aca _ 􀁬􀁾􀀢􀀢􀁍􀁳"',..rs.. Nc"g .. ' u.",. _ -.. IoiicIc ___ --"'" ..... .......",. at 4 _ 1ia:Ii".pd 􀁾""""""'" 􀀭􀁮􀀭􀁣􀁦􀀢􀁾􀁒􀁱�
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-scot 􀁾'""'" m....e ,..,..1Ia_ 􀁾It l:l ....... tIIal: _ bridi: llIn """" llIls ; 'GnriC7D rt:IZJ tJGt be .rA..tds ia 􀁾dim...... 7AftDca...,o;cr._1Iddr _ 􀁾􀀠􀁾...... 􀁾􀁉􀀡􀁮􀁱􀁪􀁲􀁯􀁯􀁳􀀠__
...• WIII:J ;" 􀁾__<iimafe. T&ot loo:sI: lIldl..lIen r4 &o:ict 􀁾􀀮􀁢􀁾'I"': ata:Clld. . 16 
P. 3 I ; :J.Ot...... ),1 Two 1lI-oC (acini lIrJck Ire ell'Wllld tbr lbe ..􀁾10 􀁾dcrmed III 􀁔􀁉􀁉􀁾􀀠I. 4. ,.,... 4.1 1'IIm typu or lacing brlcle lUI collCfOll: 4.J.1 Typt FOB-Briel;
fot IOncral UIC in aJlOl,Od 􀁥􀁸􀁾􀁲􀁩􀁯􀁲􀀠.1Id illluior muol'.ry waU, alld panllJona MGt. wldlll' eolor 
I. MATERIALS A. BRICK PAVERS The pavers are to be manufactured from extruded fireclay or shale and shall be fired to produce a dense paver with an average absorption of less than 4%
(in a 24 hour cold-water absorption test) and have an average compressive strength of not 􀁬􀁥􀁾􀀠than to.500 tbs. per square inch for any five bricks tested. The pavers must be capable
of withstanding at teast the equivalent of 100 cycfes of freeze-thaw conditions. The permissible tolerance for individual pavers shall conform to ASTM Designation C-216 Type F.B.S. B.
BITUMINOUS SETIING BED Asphalt cement to be used in the bituminous setting bed shall conform to ASTM Designation D946-6SA with a penetration at 77 degrees F. 100G.. 5 sec. of minimum
85 millimeters and a maximum of 100 millimeters. The fine aggregate to be used in the bituminous serting bed shall be c'ean, hard sand with durable particles and tree from adherent coatings
lumps of clay, alkali salts. and organic marter. It shall be uniformly graded trom "coarse" to "fine" and all passing the No.4 sieve and meellhe gradation requirements when tested in
accordance with the standard method of test for sieve or screen analysis lor fine and coarse aggregates ASTM Designation C-136:67. The dried fine aggregate shall be combined With hot
asphalt cement, and the mix shail be heated to approximately 300 degrees F. at an asphalt plant The approximate proportion of materialS shall be seven (7) percent cement asphalt and
ninety-three (93) percent line aggregate. Each ton shall be apportioned by weight in the approximate ratio 145 Ibs. asphalt to 1,855 Ibs. sand. The contractor shall determine the exact
proport.ons to produce the best possible mixture for construction of the bituminous seUing bed to meet construction requirements. C. NEOPRENE-MODIFIED ASPHALT AOHESIVE Shall consist
01 two(2) percent neoprene Igrade WM1) oxidizedasphalt with a155 degree sonening point (3D penetrabO!'O and ten(l 0) percent 􀁾􀁮􀁧􀀠filleted_ D. JDlNT FILLER Portland cement to which
pigments have been added shall conform 􀁴􀁯􀀮􀁾􀁓􀁔􀁍􀁃􀀭􀀱􀀵􀀰􀀮􀀠Sand shall conform to ASTM C-33. II. APPLICATION A. PLACING BITUMINOUS SETIING BED To install the seUing bed aver the
surface of the base. place 314 inch deep contrOl bars directly over the base. If grades must be adjuste<l. set wood chocks under depth control bars to proper grade. Set two bars parallel
to each other approximately eleven (tt) feet apart to serve as guides for striking board (12 ft. long 2 in. x 6 in. board). The depth control bars must be set carefully to bring the
pavers, when laid, to proper grade. Place some bituminous bed between the parallel depth control bars. Pull this bed with the striking board over these bars several times. AUer each
passage, low porous spots must be showered 􀁾􀁩􀁴􀁨􀀠fresh bitumInous malerial to produce smooth. firm and even setting bed. As soon as this initial panel IS completed, advance the first
barto Ihe next position '" readiness lor stril<ing the next panel. Carefully fill UP arty depressions that remain aHer removing the depth control bars and wood chocks. The settinQ bed
shall be rolled while hoi with apower roller 10 nominal depth of 3/4 of an inch. The elevation shall be adjusted so that when the bricks are placed, the lap surface of the pavers will
be Ihe required finished grade. A coating of two (2) percenl neoprene-modified as· phalt adhesive shall be applied by mopping or squeegeeing or troweling over the lop surface 01 the
bitu· minous setting bed so as to provide abond under the pavers. If it is troweled. the trowel shall be serrated with serralions not to exceed one-sixteenth (1116) of an inch, B. INSTALLATION
OF BRICK PAVERS When lhe mod.fied asphalt adhesive is dry 10 Ihe touch, carefully place the pavers by hand in straight courses with hand light ioints and uniform top surface. Good' alignment
must be kept. and fhe pattern shall be thai shown on the plans. Newly laid pavers must be protected at all times by panels of plywood on which the installer stands. These panefs of plywood
can beadYanced as work progresses. However. the plywood protection must be kept in areas which will be subiected to conllnued movement of materials and equipment: These precautions must
be taken in order to avoid depressions and protect paver alignment. If additional leveling of the pavers is required. and before sweeping in joint filler, roll with a power roller after
sufficient heat has built up in the surface from several days 01 not weather. B. BASE A four (4) inch deep concrete slab is Ihe preferred base course. or afour (4) inCh deep binder mix.
mixed in an asphall planl in accordance with state or local highway specifications. To aid drainage, construct FrenCh Drains in slab by placing 2" diameter sleeves at low points 01 slab
while il is being poured. (Sleeves should be filled with gravel. I These are required if poured concrete divider grid is part of design pattern. C, VEHICULAR TRAFFIC Prime concrete slab
or binder course with rapid cueing cut back asphalt IM-31) if Ihere is to be vehicular traffic over Srick Pavers. O.CURBS Curbs are reQuired to retam pavers. Either poured concrete,
granite blockS. Steel or suitable pre-casl material Should be used, Set curbs to lhe same linished elevation as the top of {he pavers, C. JOINT TREATMENT Hand Tight joints {shall read
Irom 0" to maximum 11 4"). Sweep adry mixture of one part colored Portland cement to match COiOI of brick pavers and three parts sand until joints are completelY filled. Fog lighlly
with water. Cement stams that remain should be cleaned with a 10% solutIOn of muriatiC acid Or mortar cleaner. or sweep 'NIth moist sand. III. OTHER CONDITIONS A. EXPANSION JOINTS ON
ROOF DECK (lor Hand TIght Joints only) Place a premoulded nonextruded resilient expansion ioint against alt vertical walls with Hashing to within one (1) inch of fin,shed grade. Pour
steep asphalt or eQual over premoulded expansion joint to within 1/4" from the top of paver. No expansion jOint of any kind is required against curbs. 􀁾􀁾􀁴􀁾􀁅􀀡􀁉􀁴􀁴􀁅􀁴􀀺􀀺􀁉􀁔􀁾􀁾􀁾􀁾􀁽􀀭􀀭􀁾􀀭
o. C!! . • . ., o \' ..' ..' .. . Q: 0.. 􀁾􀀫􀀧􀀭􀀭􀀭􀀭r-----Handswept Joint 114" max. (1 part colored Portland Cement & 3 parts Sand) 1-112" (2-1/4") PAVING BRICK * Tackcoat: 2% Modilied
Neoprene 314" Bituminous Setting Bed 􀁫􀀭􀁾􀀺􀀢􀀻􀁾􀀢􀀢􀀢􀀬􀁣􀀭􀀼􀀢􀀬􀀬􀀬􀀢􀀮􀀮􀀭􀀻􀀧􀀭􀀧􀀺􀀮􀀮􀀬􀀮􀀮􀁾􀁾􀁓􀀺􀀺􀀺􀁲􀀭􀀭􀀭􀀭4" Concrete or Binder 􀁾􀁹􀁧􀀭􀀭􀀭􀀭Compacted Earth *1-1/2"
Brick-Pedestrian 2-1/4" min. Vehicular Traffic 
-co = 􀂷􀁾􀁶􀀠! -; 
JRN 18 '96 17:24 FROM SRSRKI RSSOCIRTES PAGE.1il1il2 SlI8aki Auoeilltef, Inc. Date Subject From TO 1925 San .JacirRo Street Dalras. Texas Telephon. 2149229380 F"".imile 214954 0681 M
e m 0 ran dum 1f18l96 Addison Circle SA# 51443.00 Pedestrian Area Brick Nancy Fleming Armstrong John Baumgartner cc: D. Kenney, A. Fujimori, J. Maloney A$ per YOllr request" we have
reviewed the 􀁳􀁰􀁣􀁣􀁩􀁦􀁾􀁴􀁩􀁏􀁬􀁬􀁓􀀠and test report fl\)m Professional Service Industries, Inc. dated November 14, 1995 for the Old Virginia brick that is proposed for tho pedestrian
sidewalks. Our rererence for this review was ASTM C 902 -92 Szaltdard SpecijicQliolt for Pedestrian I'JJtd Light Traffic Paving Drick(copy attached). We have the following wmments: I.
Class SX Type II brick is adequate for pedestrian $idewalks. 2. ASTM C 902 specifies that Class SX brick must have an average compressive strength of 8,000 psi for 5 brick and an individual
compressive strength of 7,000 psi. The test l'IIpOn indicates that the 􀁡􀁾􀁥for the Old Virginia brick is 6,664 psi and only 1 􀁯􀁦􀁾SbricM is equal or above 7,000 psi. This indicates
a soft brick that may crack and crumble with time. 3. ASTM C 902 specifies that Class SX briek mu.1 have a cold water absorption percentage average of8.0 maximum. The test l'IIpOn indicates
that the average for the Old Virginia brick il> 7.80 percent. While this is within the range, it is very near the mll.ll.imum. Therefore. because the Old Virginia brick does not meet
the ASTM compressive strength requirements and because it is at the high end of the absorption range, we recommend that an alternative briek be selected. In addition, this briek is nor
adequate for areas that will relX'ive vehicular traffic. While it is not indicated on the plans to be proposed in vehicular areas, it does occur in two locations that could get «slJ'ay"
auto aClivily; along edges of the Mew:;, and on the wmer radii where flush curbs will o<:cur. We fOOOmmend that either a vehicular briek be used in these locations, or alternative methods
ofauto control be implemented. Also, the plans indicate areas where a vcbicular crossing ofthe sidewalk will lXlCurand a vehicular brick is identified for those locations. We have concerns
about the visual impact oflhis, since 􀁾pedestrian and auto bricks are from diffimmt sources. We lllWmmend that close design attention be given to how these areas are integrated into
the sidewalk. 75201 
JAN 18 '96 17:25 FROM IATES PAGE.003 , 􀁾􀁴Designation: C 902 -92 Standard Specification for . Pedestrian and Light TraffIC Paving Brick 1 I. Scope 1.1 This spOCiliCli!io1l covetS· brlck
intended for """ as ving ma.t.;rial to jupport pedestrian and lighl ...mcular:me. The units m;designeCI for use ill sudI places as patios, waIkWlI)'s. OOlll$, 􀁾and driveways. The uDits
are lIot intended to suppOrt ileaV)' V1:bicular tnIffic or for applica-IioDs 􀁾by Speeilica1iOll C 410. . . 1.2 The property 􀀮􀁾of !his s1aIIdald apply at !he lime orpUIdme. The 'WiC
of _Its ftoIII testilll ofbrick exuacted from muonry SIl'III:tum for dmrm.iniDg ooufonnaru:e or non-cooformancc to !he PIVPtrtY requirements (Secli0ll 4) or rhis 􀁾is beyond 1be scope:
or rhis stlndard. . . 1.3 Brick aie 􀁾&om Clay. $ilaIe, or siiDiIar oatunilly occurrillg eattby substam;cs and subjected to a beat a_I at 􀁾􀁾􀁾(firina). The heat treat· ment must develop
sufIicieol !ired bond betWeeII!he particulate COII5IituCllts 10 provide Ihe :stIeagth and dutability Itquiremenl of !his spe;:i.ficalioll (see Mua. !ired bond and incipieDl /llsi0ll
in Te:tII'IinoIo8Y C 43). 1.4 The brick atO: available in a variety ofsi1Jcs, <:olors, aDd shapes. They ;Ite awilable ill !Iu'ee dasses acconliae to exposure euvUolIIIICIII ami. IIIRe
types agcording 10 \ypc of Ir.IIlic el<po5\lre. 1.5 The values stnId in inch.pound unilS are to he 􀁾8$ 1be S1:II1danI. 2. Refen:aced 􀁾􀀠2.1 AS7lV SltJndaids: C 4l Tc:rminolo&Y.orStnI.ctumJ
Clay Plo<Iucts' C67 Test Methods. or Sampling and·TcsWI& Brick and StnI.ctumJ Clay '1IIr C88 Te:ot M!idIodfor Souadmm of􀁾by Use or Sodium SWIilte or Maerri'llm 􀁾􀀠C 􀀴􀀱􀀰􀀮􀁾􀀱􀁫􀀺􀁡􀁴􀁩􀁯􀁉􀁬􀀠fo
r tadusIriall'lllor Brick' C418 Test M!idIod for AbnooioG ResisIaDce or ConcJe!.e 􀁢􀁹􀁾􀀮􀀠l. ClaRif'ttatIoa 3.1 Li&ht ttuJli<: paving brillt are classified a<WIdine 10 the _erity oftb:eh:
􀁾􀁌Two types orellvUoo_ are 􀁾(I) _1DCt and (2) llalfw. 1.1.1 Wea/Iter. :U.1.I auf$X-Brick il1le11ded for ..... whm: Ihe brick • may be Ilmeu While satIIIatCd wi1Ii wafer. 􀁾􀀠. :U.l.2
Clan MX-8rick inll:lKlcd for werior U$e wIieIe 􀁾to 6:eezi1lll is not a flll:lor. J.l.I.3 Clas.s NX-8rick not il1taldc:dformmor we bul which may he allCCP\iIble for inleOOr _ wb= m,lecud
&om li=ing wbom wet. Non! I-'A sauIia: ....1iac. ma:r be Il>Plic!lIO 11\1' class OfbriClc Of tI!ls 􀁾"'bell 􀁾Iivm Ii.=:UlI 'OIIilo wet. 11Ie IimCIio\1 Of 1bo 􀁾is 10 􀁾􀁴)IODOtr.ltioa
ofdirt« IiQuiIIs __1110 poR:$ of tbc I!IIci:. 􀁣􀀮􀀮􀀮􀀮􀁴􀁩􀁮􀁰􀁾be Wied ooIy -COIIIi'i-dtri.o& ofdie. po..me, 3.1.2 Tn:ljJ1c: 3.1.2.1 T)Ipt' [-Bricke:qlCI$Cd to etleDSive ablDOD. wc:h
u in drivc'ways and entranccways 10 publiC or commen:iai 􀁾􀀠3.1.2.2 Type ll......arick e:cpa;ed 10 inlmllcdiatc Ir.Iftk:. such 8$ Doors in 􀁾􀀱􀁓or $lOI't$ and exterior vraIkways. 3.1.2.3
Type I11-B_ e><posed 10 1ow.1I'lIlIk. such 8$ ROOfS or patios ia si_family homes. 4. l'hysi\1ll 􀁒􀁾􀀠4.1 DlmWitilr-The briCk shaI1 Wlllimn 10 Ihe physical require_IS for Ihe dass spo:cifi«I
as 􀁾in Table 1. ' [4.2 PerfOflNJllCl! Aiter7lllle-lf information 011 Ihe perfor-ImaliC!: of !lie wlils in a similar applicatkm of moilujf..._....-,,""...........« .. .-.01 and is fouad
􀁾􀁥by Ihe 􀁾of. !he pavc:IIl\IIlt material, or ru.a&eUt, Ihe physical n:quitemct11S in 4.1 may he waived. . . . • AtIsotptiOll Aftllt1ll1lf-IfIhe a"","* water ab$orptiotlis_ tban 6"
..24-b submmioa 􀁩􀁮􀁾􀂷􀀠 water, !he tl!quiremeDt for saNnltion 􀁾􀁉SIraII he waived. . 4.4 FrteZI.ng 0l1li Tharritrg TfIlIl Ait__Tho 􀁾􀀠 mcmis for wafer absorptiotl (24 It cold) ad
satlUrioa ooeIJiQeol S(ICCiIied in 4.1 sIIaII be waiYaI pmvided &1IiIDIPIe or 􀁦􀁩􀁾􀀠brk:k. 􀁾all 0II>cr 􀁾pa:!ISIII tItt f.nIe.I:illll aDd tbawine tat 3$ desaihed ia,1be BaIin8 sec:tiOD
of 1be Fr=ing ud Thawing 􀁾of Tcst.1'4tffIods C67. 4.4.1 No breal<;ajje and "'" pater !ban OoS" w. in dry •,..tof an)' iDdioidual uniL Non! 2-TIx .lO qde Iieeziac..., tbIwio& 1M is 􀁾IIIIiy
as ... 􀁾wbeA _do __........iOlJle I ""I1IimIm>1:S Ibr ....u....m _ ....poioa ..., oaI1ItIIiOII. ooeOi<:iat. or 10 die 􀁴􀁵􀁴􀁩􀁩􀁡􀁩􀀬􀀬􀁾􀁮􀁱􀀢􀀢􀀠tiC Ilia ••'. 4.S Su(fQle $(}uJu/MSs
Te;sc Ak__The tl!quimuCIIIS specilled in 4.1 shall be wai-.ed if a sample or livc briek :sum_ IS 1:}dc:s orthe suIfa1e sollBliDoss _ ill aooordam:c 551 
JAN 18 '96 17:26 FROM SASAKI ASSOCIATES PAGE. 004 o C902 TAIII.£ 1 .. ----0_7& ClasMX '0\ 11 f'ID..-t Quo NX no "'" no _ ..,1fn"II• __<l ___.....-"V..._klf..... <I ___Of-.g_... __ 􀀧􀁔􀁨􀁉􀁾􀁾􀁉􀁴􀀱�
�􀁴􀀬􀀮􀁴􀁊􀁯􀁯􀁦􀁉􀁃􀀧􀀽􀀠􀁰􀁩􀁄􀁡􀁮􀁾􀀲􀀴􀀭􀁉􀁴􀁾􀁩􀁉􀀧􀁉􀁴􀁏􀁏􀁭􀁾􀁷􀁡􀁗􀁴􀀰􀀱􀁨􀁡􀀱􀁉􀀱􀁴􀁡􀁊􀁲􀀤􀀭􀁨􀁾.. 􀁾..... 0.1l 0.25 0.50 1.7 2.1'.0 ·_",. __..... 􀁾􀁟.. t ... _ aer. --.--...􀁾􀀢􀀧􀀭􀀭􀁜�
�􀀩...\2J. Tha_-_.....-br..,,_........_ . .,.,.. __<s_.......___"'_...... (/iJi .....owiN llI"M;Ot·h pauMI.-.....bcltI.1oIVW1: 􀁾...,. 􀀱􀀰􀀰􀁘􀁾􀀠􀁷􀀮􀀺􀀻􀁡􀁗􀀦􀁩􀀢􀁾QIi'''''-..--...---Ilr____...
􀁾􀁴􀁯􀁟􀀭􀀢􀀧􀀧􀀧􀀧􀀧􀁟􀀭􀀮􀀮􀀮􀁮􀁊􀀮_._is__ _ IIl ...<tIfI ... _ ...__._' Th!JCQ\IIPIC&it1 􀁾􀀱􀁨􀁉􀁉􀁟􀀢􀀢􀀧􀁉􀀧􀁩􀁩􀁩􀁤..􀁾􀁾􀁭􀁢􀁹􀀠:mIlr2\1O ... .to V. n-\9t." 98.,ST..., "'. _I'"-....go..
-.,"",11OigI1I fI S;C I ;t"'ijet). Ths r.wi:S shell Of wIfKM CCIrtO 􀁾􀁾.""atioclS or ftc:lrg$.O'N<" ___􀀢􀁟􀁾􀁟􀀢􀀢___ __..... _-... 􀁤􀁗􀁬􀁧􀁉􀀬􀀬􀁟􀀡􀁐􀁥􀁓􀁟􀁾􀀠_.. _.....-"""'_..,.".
___... ___.. _2 .. _ CIiItIIIC ....... 'IhII 􀁾􀁾􀀱􀁯􀁲(o;OP:I"'" s:ct'II9f\amatbemI!I'L C' "f"hI 'II::U'M IbMsiOR 1r;;JsJ ..,.. bit de_..... h .........dZa WiI\ 1"est _"418, wi!II ...fcIIIo>o<Iga.,.
..in_ (!} ..... 􀁟􀁾...._----11..._..._."".􀀡􀀵􀁏􀁾􀁟􀀭􀀮􀀮􀀬􀁟....Nc!.I00l1so..m1rt/..... __........<*y_131 __........._ ...2""'r4J __"'..... __... <100 gtmIn. (5J """""'...._ .._,.......,-.g
...-..... -.... -􀀮􀀭􀀮􀁧􀀮􀀮􀀮􀀬􀀮􀁾...__...GriginIII_.....1>I<dI. ""'_ 􀀮􀀮􀀮􀀬􀁾􀀢􀀢􀁾􀀮􀀮􀀮􀀬􀀭􀀭􀀭􀀭􀀭...--..._"'... 􀁾􀁤􀁯􀁹􀁟􀀮􀀢􀀢􀀬􀀱􀁉􀁕􀁉􀀼􀁾􀁟􀀱􀁉􀁏􀁟􀀢....... 0KIt....'""""""
""". .on __"do."oo" "'weigIII" """ '-"!IOg"'_-ooo«rlll.. _ ..wOIgIII.....􀁾􀁤􀁯􀁹__""'_ 5. EIJIorosceDce 5.1 -When pa\'iilg bride 􀁾tested in 􀁾with Methods C67, !lie micg for 􀁥􀁭􀁾shall
be:cIllorcs<:e<L􀁾􀀠, 6. Size 6.1 The size of the brick sbaIl be as specified 􀁰􀁵􀀢􀀬􀁾or plQlfu.:.d by !he manl1l'adum-as a SlwI; 6.Z The tolerance On cl.imel1Sion sbaIl depend on
!he palten1 and oteIhod. of illsWlation of the unit$. dilFerent merltod$ ofappIica1loi&s are 􀀼􀁏􀁾􀀠..-.g ...cam,. ., ., . TASLE 2 .....p"u 't ••,. ExtM1t of Cbtppaga fnmI EdSJIS with
SecIioIlS 4, 5,.aDd II oCT_ Method C 88 with DO vioI'ble da,.. Nan> J-Tho_............. _ is ... QlOIioIIaI __teotfot "'" 􀁾􀀭􀀱􀁏􀁉􀁴􀀨􀀴􀀮􀀴􀁊􀀮􀀠4.6 A.1Jm.siqn Remtance-The bride'
sIIall II'ICCt the .... 1luire111w11S of either c'olWl1ll (I) or (2) or Table 2 for the applicable ItlIffic \Ue (""" 3.1.2). 4.7 W/I1lXlP'-ne concave or QOOva. warpage of any lace uueu4cd
to be the cq>cISCd ...m.c.: or odp ofthe paYin& sbaIl40t e.tceecI 'I•• in. {l.6 mm) foreadJ6 ill. (ISO mm) of brick Illllfllh whenIIIea>UmI ill 􀁾with Test Methods C 67_ SS2 . . '-QIoaen 􀁈􀀼􀁭􀀭􀀧􀁬􀁬􀁉􀁏􀁾􀁬􀁯􀁲􀀧􀀱􀁉􀀧􀁨􀁯􀁦􀀮􀀬􀀮􀀮.........II'iI_..._IQ,,'" .....-....... .......,..!_.....1lriI:II. -PS PIt PA
.; -TAaE 4 _... _.. T....tw. on OIl" ....... IItDii'nIn Fw" 1 􀁾􀀠
􀁊􀁾􀁎􀀠18 '96 17:26 FROM SASAKI ASSOCIATES PAGE. " C!102 •.2.1 AppficllIi()1t PS-Aoor and patio brick intended for r·1 use and installed with a mortar joint between Jal ..nilS, or in
an irn;tal1ation without mortar joints wecn units when !/ley are laid in nmning or O!hcr bonds i «Quiring eXlHmely close dimensional to1ctan_ ;.2.2 App{iauiOtr PX-f100r and patio brick
inlended for lallation without mortar joiots between the unilS, whcr<o . ;cplionally close dimcnsioruU to1ctante> are R!quired as a ult of' 􀁾bond panems or UQIiSII3I coll$ll'UClion
luiremcnl$. 5.23 AppliC(l/IOlf I'd-Floor and patio ..lilts manula<::<d ami selected 10 produce dwactcrislie a.n:bitcc\ural 􀁾resulting fi'om nOllunilbnnity is $l%e, llOIor, and <lure
of individual unl!s. (1lle tc:ltut/:S may 􀁾􀁉iuelu. ,n of nonuniform nodule$ of mintta1 subslances or pur..Iy introduced aacks that enbance the appear.lQCC of the units.) Tile mjuiremenlS
on ""rpage as spc:<;illed in 4.7 do no! apply to Ihis application. 6.3 When the application i. not specified, the require. mtnlS for Application I'S shall gQm'll. 1. V'.suallasJtOelion
7.1 The bricksltall beftee ofm.cks orothtr imperfections; detracting from the appearance ofa designated samplc when viewed fi'om "distance of IS It (4.6 m) for Applicauoo PX an<! a dislallCC
of' 20 It (6 ill) for App\icalioo I'S. 7.2 TIle parts of the brick that will be eo<poocd in pia", 􀁾free of chi"" that exceed the limil$ gi"", in Table J. IJ,J,-1lI1le.ss otherwise aped
upon by the pwdJaser and theseUer. addiVl!t}'ol6iii%ib8IIcoiitiiiil DO[1DiiiiJliilli 5!!l brick IhlU do nOlliii# IIii OOI\l!ii!!1ii!. f!!l 􀁷􀁲􀁥􀁭􀁥􀁮􀁾lii6l&. Z, 3, and 4, !lid including
􀁢􀁩􀁩􀀩􀀱􀁡􀀺􀁵􀁾􀀠EXPLANATORY NOTE to_owtzbilily-The _ of brici< 10 ..-lot """"" be II«' The 4ur.ability ""I........... or .... 􀁾􀁾􀀠 :t«I "';rb <0"''''''''_lillie 􀁊􀁉􀁉􀀮􀀢􀀧􀀢􀁟􀀢􀀢􀁾There
MIt brici<. TlIisspcdllcatio!l utib:s .... be:« 􀁾􀀱􀁉􀁙􀁉􀁩􀁉􀁉􀁬􀁢􀁩􀁥IIIl!1s •• _."., lIIal "'A pftICIk:c --.....-...-_ .......... lime and' it basecf OD atQtS:MI 􀁾by .... ia*es.tip1\Hs..
Tbe """"l'• _bilily 􀁾.._ ... _tWiI_willi _pod.,.. ........ 􀁎􀁾k is_ 1ho1 __ 1lm ...... 1l!Is atctiol!< n.:.. .....inlnimmb!e_ of..􀁾􀁾""",fkatlo. may "'" be ..... 10k: i. """'" <Ii.......
􀁾􀀠 Brkk in pncod is.svperiot ic 􀁜􀁦􀀡􀀧􀁡􀁉􀁾􀁾to other buiktill& __11m 00 .......... UIae 􀁾...,. _ $UpOriQr .)'00<1 200 """ allII __ "'to .... Iho1.IJ:mds or 􀁾􀁾􀀠 C{C' anJ some
brick that catlIIOt SUI"'Ii¥e " h wincers: of • 􀁾􀀠􀁾􀁢􀁩􀁬􀁩􀀧􀁙in tho ""'" ...... <Ii...1e. The be:« incIkaIi01' of briI:It 􀁾􀁮􀀦and thawing 􀁣􀀺􀁵􀁶􀁩􀁴􀁯􀁬􀀱􀁭􀁥􀁮􀁾􀀠4utability
is Us ""'"'" ClI""",""", -. ""' ___""'_ond_........ __...-,.,..,___......,_ _ __lnrNI_._.tl... _____..........IA_,ot..._ot..,""'" 􀁾􀀠􀁾􀀠rlfi7t:s. MtI tnrIf riM DI;i "'*11.44 f1f.c;,
dghtI. ...tMJttIy lhW 0'JIm" #1 C $Wl;r. 􀁔􀁲􀁢􀁾􀀱􀁳􀁾􀁦􀁴􀀱􀁾• .,fi1Iitby,."" ..􀁢􀁩􀁄􀁉􀁦􀁉􀁾􀁾􀁗􀁬􀁤􀁮􀁍􀁲􀀰􀁉􀁉􀁾􀀮􀀮􀀢􀁭􀁴􀀺􀀬􀀮􀀮􀀬􀀮«nd 􀁉􀀨􀁮􀁡􀁴􀁾􀁦􀀯􀁊􀁉􀀧􀁦􀁴􀁉􀁦􀁉􀁴􀀧.....􀁕􀁦􀀮􀀬􀀢􀀧􀁾
􀀮􀁙􀁕􀁉􀁉􀁉􀀧􀁾..􀁩􀁭􀁉􀁴􀁥􀁤􀀮􀀮􀀮􀀬􀀨􀁧􀁲􀁴􀁗􀁩􀀺􀁳􀁩􀁯􀁮􀁡􀁩􀁬􀁬􀁴􀁩􀁳􀁾􀁏􀁦􀁢􀀧􀁾􀁾􀀠MrI:J $I'tOIIId be 􀁾toAS7M J' \ 1fIIs. 􀁲􀀮􀀮􀀢􀀮􀁾ril􀁾􀁾􀁣􀁵􀁡􀁊􀁓􀁩􀀯􀁁􀁬􀀢􀀢􀀠•• 􀁾􀁾􀁲􀁨􀁴􀁴,....􀁾􀀠􀁾
􀁾􀁦􀁴􀀮W'tlictl )'011....., 1IIIlMCf. 1I)'G11 ,..(Alt rwt 􀁾/'jfW nt( 􀁾􀀮􀀱t;"".".." (011 􀁾􀀬􀀮􀀮􀀮raw ""'"" 􀁾1'0 m. ASPII 􀁾on 􀁾tn' RIIc:tI SI'.. Pfj M )Of.... PA 19103. 55) **
TOTAL PRGE.005 ** 
January 18. 1996 Ms. CanneD Moran Director of Development SeIViccs Town of Addiwn P,O. Box 144 5300 Belt Line Road Addison, Texas 75001 RE: I'ina) Plat/Addison Circle Pha.<:e T HZI Projcet
No, 01-1932-01 Dear Ms. Moran: I have received thl' 􀁾􀀱􀁬􀁉􀁦􀁦􀀠rcport daled January 18. 1996 which recommends that the referenced plat be tabled pI'llding resolutiun of the three
items on Mr. John Baumgartner's memo to you of Ihe liUme dute. 􀁔􀁨􀁯􀁾items arc noted below, ti',)lowed by our response IIlIdlor proposed action. I, The geometrics.!i}r the roundabout
at Mildred and Quorum are .rub/eel to the final design, This may neee....'"ilatr: an enlargement oj" the "Ight-o!:way pruvir1ed Given lhl' I.'riteria for the design of Ihe modcrn roundabout
which were imposed on us by the Town of Addiwn (e.g.• !he lruffle volume. to be expected on Mildred and Quorum), lherl' arc no circumstances under which additional right-of-way will
be needed for the roundabout (A scparule response CQvering all roundabout issues is rorthcoming). 2. Add the 􀁊􀁯􀁬􀁬􀁯􀁷􀁩􀁮􀁾􀀠fU)te to sheet one: The IfSe 0/the 􀀧􀁾􀀩􀁲􀁩􀁶􀁡􀁬􀁥􀀠Iftility
easements" shown on this plar are sl/bjeet 10 the limns ami c:fmdilions sellorlh in Ihe streel liwnsell'enlu[ agreement between Ihe Town (!I'Addison recorded in DCDR Vul. __, Pg. __.
This note will be been added to the plat as requested. however, my drllft ofthat document does not refer \0 it as a "street licen!lelrcnlal agreement". 3. VerifY that lhe eU.femenfs
nece....,UTY forfranehised and licensed utilities (Southwestern Bell, TU Electric, lone Slar Ga.I; Herron Cahle. TCI Cable. IitC.) are provided. To date we have contacted every utility
provider at least twice and asked them to identify rof 􀁵􀀮􀁾􀀠whut they will require (sec attached letters). We havc had no meaningful responStlli from any of the possible 􀁳􀁾􀁲􀁶􀁩􀁣􀁥􀀠providers
except T.U. Rle<,'lric. However, the Ii.dlowing 􀁳􀁵􀁭􀁭􀁡􀁲􀁩􀁺􀁥􀁾􀀠our undcrslanding of their probable needs. G:\PROJ'J'U lVJ7UIWMtll11:I.LTR 
Ms. Carmen Monl1l Janullry 18, 1996 Pll(,.'e 2 Tel & Herron Cabltl: There will be no need for thelre facilities in Columbus's 􀁰􀁲􀁬􀁾􀁥􀁣􀁴􀁳􀀠and theretore no need for easements in
Pba:iI.: I. Southwestern Bell Telephone: Telephone truuk lilIes will run in the public right-of-way 􀁡􀁾􀀠needed throughout the dislriel. Columbus's project will have a private telephone
􀁳􀁹􀁾􀁬􀁥􀁭􀀠which will be fed by SWBT to a single point in Building. A. Equipment will be inside the building, therefore. no I!"d.,ements should be required. Lone Star frd.S: Gas mains
will he run in the public 􀁲􀁩􀁧􀁨􀁴􀀭􀁯􀁬􀁾􀁷􀁡􀁹􀀠as needed throughout the district to provide for service to various facilities. Phase I currently indicates a siug.le gas meter near
the lIorthea&l corner of Building A. Normally Lone Star 􀁻􀁩􀁡􀀮􀁾􀀠does not require ea:;em.ents for individual service lines ofthis length. If one prove .• to be necessary, it can be
documented by separate instrument. T.U. Electric The casements reqoested by T.U.E. are showll au au the pIal. Pending the outcome of finat electrical design for 􀁾􀁬􀁔􀁥􀁥􀁴􀀠lighting,
additional easement area may be needed for additional transformers. These ClIIl be handled by separate instrument or un amended plat (replat). I havc asked on several occasions what
constitutes a "sign-off" by the public utilititl!/. T cannot obtain it until T know whut is expected. It is my belief that thest> three items can be adequately dealt with prior III the
Plul1lling and Zoning Commission meeting ofJanuary 25th. however.! wiil confirm the stalus of the plat prior to the metrting. Sincerely. HUITT-ZOLLARS. INC. Engineering!Nebitccture Andrew
C. Oaklcy, P.E. SeniVT Vice President ACO/psp cc: John Baumga.tner Bryant Nail 
HUIlTillUARS November 16, 1995 Ms. Jeanne Hooker Lone Star Gas 2095 N. Collins, Suite 101 Ricbardson. Te)(as 75080 Be: Addison Circle Quorum Drive and Mildred Slreet Town of Addison
Huitt-Zollars Project No. 01-1822-04 Dear Ms. Hooker: The Town of Addison!ias bired Huitt-Zollars, Inc. for !he engineering design of tne public infrastruct\.l.re roT Addison Circle
(formerly the Addison Urban Center), a multi-family residential and retail development located near the intersection of Quorum Drive IUId Mildrcd Street. Enclosed please fmd Mapsco 4Y
and conceptual drawings showing preliminary layouts of drainage, water and wastewater lines. Plea<;e review the proposed development with respect to yoUt facilities al'ld indicate where
the existing lilles are located and where any proposed facilities may be desired. This project is scheduled for construction to commence in January 1996 making coordination with your
facilitil:S critical ill: this time. Upon request we can send you 20 scale drawings of !he Phase I development to assist you in locating your facilities. We would be happy to meet and
address your needs in person if necessary. Tl'llmk you fur your heJp in this malter and pJe'.<Se feel free to call if you have any qUl:Stions. Sincerely, HlJITT-ZOLLAR8.lNC. 􀁾􀁾􀁾􀁾􀀠David
Meyers Attachment: Conceprual. Plans Mapsco 4Y L-______..._ .._,______ _ ___._._.____._____􀁾􀁾􀁟􀀠0aIu1 ;;0" 'HOIth '"1:K.IfotOn I EI P.u,o IPhQeI'\lJ: I Quvtge CQUnry 
HUIlT-ZOLlAAS November 16, 1995 Mr. Bell)' Billington MCI 2250 Lakside Blvd. Ricbardson, Texas 75082 Re: Addison Circle Quorum Drive and Mildred Street Town of Addison Huitt·Zollars
Project No. 01·1822-04 Dear Mr. BillingtOn: The Town of Addison hill! hired Huiu-Zollars, Inc. for the engineering design ofthc public infrastrUcture for Addison Circle (formerly tbe
Addison Urblill Center), a multi-family residential and rewl development located near the intersection of Quorum Drive and Mildred Street. Enclosed 􀁰􀁬􀁥􀁡􀀮􀁾􀁥􀀠fmd Map$OO 4Y and
conceptual drawings showing preliminary layouts of drainage. water and wastewater lines. Please review the proposed development with respeCt to your facilities and indicate where the
existing lines are located and where any proposed facilities may be desired. This project is scbeduled for construction to commence in January 1996 making coordination with your facilities
critical at this time. Upon request we can send you 20 scale drawings of the Phase I development to assist you in locating your facilities. We would be hllPPY to meet and address your
needs in person if necessary. Thank you for your help in this matter and please feel free to call if you have any questions. Sincerely. HUIIT-ZOLLARS, INC. 􀁾􀁊􀀮􀀣􀀱􀁯􀀯􀀴􀁤􀀠David
Meyen> Attachment: Conceptual Plans MapS\;o 4Y 
HUITIillLIARS November 16, 1995 Mr. Dan Shipp Southwestern Bell Telephone 275 N. Greenville Ave. Richardson, Texas 75081 Re: Addison Circle Quorum Drive and Mildred Street Town of Addison
Huitt-Zollars Project No. 01-1822-04 Dear Mr. Shipp: The Town of 􀁁􀁤􀁤􀁩􀁾􀁯􀁮􀀠has hired Huitt-Zollars, Inc. fQ1' the engineering design of lite public infra.structure for AddillOn
Circle (formerly the Addison Urblill Center). II multi-family Illsidential and retlril development located new-!he intersection of Quorum Drive and Mildred Sm:el. Enclosed please find
Mapseo 4Y and conceptual dl'awings showing preliminary layouts of drainage. water and wastewater lines. Please review the proposed development with respect to your facilities and indicate
where lite existing lines are located and where any proposed facilities may be desired. This pr()ject is scheduled for construction 10 commence in January 1996 making coordination wilit
your facilities critical at this time. Upon request we can send you 20 scale drawings of the Phase I development to assist you in locating your facilities. We would be happy to meet
and address your needs in person if necessary. Thank you for your belp in litis matter and please feel m:e to call if you have any 􀁱􀁵􀁥􀁾􀁴􀁩􀁯􀁮􀁳􀀮􀀠Sincerely, HUI1T-ZOLLARS. INC.
􀁾􀁊􀀣􀁾􀀠David Meyers Attachment: Conceptual Plans Mapsco 4Y i: ; 
HUflT:ZOLIAAS November 16. 1995 Mr. George Womack Tel Cablevision & TCG Fiber Optics 934 E. Centerville Road Garland. Texas 75041 Re: Addison Circle Quorum Drive and Mildred Slreet Town
of Addison Huitt-Zollars Project No. 01-1822-04 Dear Mr. Womack: The Tuwn of Addi_ has hired Huilt-ZoUars. Inc. for !he engineering design of!he public infrastructure for Addison Circle
(fonnerly the Addison Urban Cenler), a multi-family =idential and retail development loc;ated near !he intersection of Quorum Drive and Mild.rcd Slmcot. Enclosed please find Mapsco 4Y
and coll£eptual drawings showing preliminary layouts of drainage, water and wastewater lines. Please review !he proposed development with respect to your facilities and indicate where
the existing lines are located and where any proposed facilities may be desired. This project is scheduled for consttul.'tWn 10 commence in January 1996 malting coordination with your
facilities critical at this time. Upon 􀁲􀁥􀁱􀁵􀁣􀀮􀁾􀁴􀀠we can send you 20 scale drawinp Olf the Phase I development to assist you in ioc;ating your facilities. We would be happy to
meet and address your needs in person if necessary. Thank you for your help in this matter and plcase feel free to call if you \lave any questions. Sincerely, HUlTI'-ZOLLARS, INC. 􀁾􀁊􀁾􀁯􀀯􀀦􀀺􀁲􀀠D
avid Meyers AUachmCllt: Conceptulll. Plans Mapsco 4Y 
HUnt-ZOLlARS November 16. 1995 Mr. Dennis Anderson Herron Cablevisilln 5227 FM 813 Waxahachie. Texas 75165 Re: Addison Circle Quorum Drive and Mildml. Street Town of Addison Huitt-Zollars
Project No. 01·1822..04 Dear Mr. Anderson: The Town of Addison bas hired Huitt-Zollars, Inc. for rhe tl'llgineering design of the public infrastruclllre for Addison Circle (formerly
tbe Addison Urban Center). a muiti-family residential and retail dllvelopment located near rhe 􀁩􀁮􀁾􀁯􀁮􀀠of Quorum Drive and Mildred Street. Enclosed please find Mapsco 4Y and conceptual
drawings showing preliminary layouts of drainage, waler and wastewater lines. Please review the proposed development wilh respect to your f.scilities and indicate where the existing
lines are located and where any proposed facilities may be desired. This project is scheduled for construction to commence in January 1996 making coordination with your facilities critical
at this time. Upon n:quesr we can SIlnd yon 20 scale draWings of Ibe Phase 1 development to assist you in 1ocat.ing your facilities. We would be happy to meet and address your nellds
in person jf necessary. Thank you for your help in Ibis mauer and please feel (fell to call if you have any questions. Sincerely. HUITI-ZOLLARS, INC. 􀁐􀁡􀁶􀁊􀀣􀁬􀁯􀀯􀁾David Meyers Attachment:
Conceptual Plans Mapsco4Y 
2250 l.alIooide IIIvd. Rlchard_. TX 7S011Z 2149181938 September 11, 1995 SEP151995 Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600, LB 105 Dallas, TX 15204-2416 ATTN: David Meyers
􀁾􀀻􀀠 Addison Urban Center, Quorem Or., Project 01-1822-04 HelM ID NUMBEB: 23087-95 Dear David Meyers: MCl Metro, Inc., formerly known as ATS-Western Union has received your letter
regarding the above referenced project. Our records indicate that Mel Metro does not maintain any facilities in this area and will not be involved with this project as defined by your
letter. If you have any questions regarding MeI Metro underground plant records or require additional information, 􀁾􀁬􀁥􀁡􀁳􀁥􀀠contact me at (214) 916-1971. Sincerely, 􀁾􀀣􀀠Michael
L. Warner MCI Metro Documentation Division cc: file 
"" ........ ..,"" , '"' "" •., .'. ' 60...," ..........-.-......... ,''''' • • Sprint October 1 S, 1995 Mr. David Meyers Huiu-Zollal'll. Inc. 3131 McKinney Avenue Suite 600 OaDas. TX
75204-2416 Re: Addison Urban Center Quorum Drive and Mildred Street ToWll ofAddison Huitt-Zollars Project No. 01·1822-04 Dear Mr. Meyers: After reviewing your plans for the above proposed
project it appears that there is NO CONFLICT with our facilities. Please have your crews notifY there local ONE CAU AGENCY when construction starts. Ifthere is an emergency caD our Call
Before You Dig center at 1-800-521-0579. IfI can be of further assistance pleuecall meat (214)506-1953 and thank you fur notifying us oftrus project in advance. 􀀨􀁜􀁲􀁣􀁥􀁲􀁾􀀠􀁾􀁂􀀮􀁓􀁴􀁵􀁡􀁲􀁴􀀠Ca
ble Project Engineer North Texas Division 
... ,...., .... v , v .... "',•• ' 􀀧􀁾􀀢􀀢􀁾􀀵􀀧􀀠..... "'...-.......... w" .... • ••JI. • ..!', l-' I • EXPLORER PlPt1JnE comPAny 'P -c-r-c-TVFO August 25, 1995 AUG301995 Mr. David
Meyers Huitt-Zollru:s 3131 Mckinney Avenue Suite 600 LB lOS Dallas, Texas 75204-2416 Re: Construction of AddiJoD Urban Center, Dallas Comly, TUalI; Explorer Pipeline MP 31.S Greenville
to CarroUton Jet. 12" line, Alignment Drawing Z31-AA·IOIO. Dear Mr. Meyers: Based on review of Ihe preliminary pllll15 of the reten:ru:cd project, sent with your August 23, 1995 letter,
Explorer Pipeline Company fltlds no conflicts between its 12-inch, high-pressure petroleum products pipeline and the proposed. project. Explorer's 12 inch pipeline lies approximately
eight (8) fe<:t inside the: D.A.R.T. right-of-way. Sh.ould your plans cbange to include any location in the: vicinity ofExplorer's Pipeline, your contact for pipeline locating, flagging,
and depth probing when necessary is: Mr. Rkbllrd ADen GrecuviDe Area Supel"lisor Rt. 1, Box 354 Cllddo Milb,IX 15135 (!103) 527·3151 Also, please include the following warning OD all
construction prints that involve Explorer's Pipeline. "WARNING!!! ltxplonr'slZ Iud! IDgI:I 'rasure 'eu-oleum Pl'Oduo:til Pipetiu.,. Contact Ricllllrd ADen 48 Hours Prior To Any 􀁃􀁏􀁄􀀵􀁴􀁲􀁯􀁾􀁴􀁩􀁯
􀁬􀀱􀀠Near Pipeline." ---, ..,---'.._-_.... _-_.... '._-'----'--' -----,-,--,,-"'.. ' ..,.' , • .;0. .,.', '" 􀁾􀀠.' : , 
tAH 18 '86 17:24 FROM SASAKI ASSOCIATES PAGE.002 " OatG Subject From T. 1925 San _,",0 $,,,",, Daf/as. TeX8$ Telephone 2149229380 facsim;le 2149540687 Memorandum 11181% Addison Circle
SA# 51443,00 Pedestrian Area Brick Nancy Fleming Armstrong John Baumgartner cc: D. Kenney, A. Fujimori, J. Maloney As per your request, we have reviewed the specifications and test report
[rom Profe$$ionsl Service lndustries,lnc. dated November 14,1995 for the Old VirlIlnia brick that is proposed for tho pedestrian sidewalks. Our reference fur this review was ASTM C 9Q1
-91 Standard Specificatitmfor Pedestrian and Light TrcYfic Paving Brick (copy attached}. We have the following 􀁣􀁯􀁭􀁭􀁥􀁮􀁬􀁾􀀺􀀠I. Class SX Type nbrick is adequate for pedestrian
sidewalks. 2. ASTM C 902 specifies that Class SX brick must have an average compressive strength of8,Ooo psi for S brick and an individual compressive stronglh of 7,000 psi. The tcst
report indicsu.s that the average for the-Old Virginia brick is 6.664 psi and only 1of tbe S bril;ks ks is equal or above 7,000 psi. This indicatcs a 50ft brick tbat may crack and crumble
with time. 3. ASTM C 902 specifies that Class SX brick must have a cold water absorption percentage average ofltO maximum. The test reporl indicates that the average for the Old Virginia
brick is 7.80 percent. While this is within the range, it is very near the max.Unum, Therefore, bcK:ausc the Old Virginia 􀁢􀁲􀁩􀁾􀁫􀀠does not meet the ASTM compressive strength requirements
and because it is at the high end of the absorption range, we recommend that an alternative brick be sele<:ted. In addition. this 􀁢􀁲􀁩􀁾􀁫􀀠is not adequate for areas that will receive
􀀢􀁥􀁨􀁩􀁾􀁵􀁬􀁡􀁲􀀠traffic. While it is not indicated on the plans to be proposed in vehicular areas, it does occur in two locations that could gec"stray" aulO activity; along edges
ofthe Mews, and on the comer radii where flush curns will occur. We recommend that either a vehicular brick be used in these locations, or alternative methods ofaUlo COQtrOl be implemented.
Also, the plans indicate areas where a 􀁶􀁥􀁬􀁬􀁩􀁾􀁵􀁬􀁡􀁲􀀠crossing ofthe sidewalk will occur and a vehicular brick is identified for those locations. We have concerns about the visual
impact ofthis, since the pedestrian and auto bricks are from different sources. We recommend that close design attention be given to how these areas arc inlegrated into the sidewalk.
75201 
JUl.. 19 '96 9:51 FROM SRSRKI 􀁑􀁓􀁓􀁑􀁾􀁉􀁑􀁔􀁅􀁓􀀠PAG£.I!II!II mile Tr .. I'1$ ....F .. c " t t '" I AI\:lJiI En"""'"'" 􀁾􀀭􀀭􀂭litH" Dnion T'Jri$pOihiWt 􀁾􀀠1/1tlllHi o.to AddlsoaCiR:le
RoIIIlPoint SA 161S46,oo To fOWl'l ofAddlsoa 1:......... 􀀬􀀢􀀬􀁕􀀸􀀴􀁾_____ 􀁾_______..."..,,..---:-____ F___ V__ N-Z F!emia& Al1IUI>u"g ...... I r-." Z14 n2 '13B11 _ 214_!l6II7 **
TOTAl.. PRGE.eel ** 
STREET/SIDEWALK BRICK COMPARISON Shillington 2·1/4" Modular Paver Serendipity 2-114" Modular Paver Yorkshin: 2-1/4" Modular Paver Type I. Class SX ASTM C90Z Compressive Strengtb Min.
Individual 4,710 􀁰􀁾􀁩􀀠7.150 psi 7,260 psi 3,500 psi ... Avg. of 5 Brick 6,090 psi 7,510 psi &,530 psi 4,000 psi• Modulus 0' Ruptl'''' Min. Individual Not Given Not Given Not Given
Not Specified Avg. of 5 Brick Not Given Not Given Nol Given Not Specified Cold Water Absorption Max. Individual 2SVO 3.0"10 4.9% 1&% ... Max. Avg. of 5 Brick 2.1% 2.3% 3.8% 16% " Saturation
Codlieient Max. Individual 0.49 0.55 0.59 0.80 Max. Avg. of S Brick 0.45 0.49 0.54 0.78 Abrasion Index Max. Individual 0.051 0.046 0.067 0.11 5 IIr. Boil Absorption Max. individual 5.1%
5.5% 8.4% 13.75% Calculated Max. Av@:. of 5 Rrick 4.5% 4.8% 7.1% 10.25% Calculated ... ReIer to Section 4.7 of C 902·93 ASTM Standards. (MQlded Brick Requirements) G:iPROMll822!J4\WALKBRCK
COM , L , 
STREET BRICK COMPARISON CONTINUED Basis for calculated Values in the above table: Sal Cooff. = 24 Hour Cold Water Absorption/5 Hour Roil Ahsorption Abrasion Index = (100 X Absorption)/Compressivc
Strength 
SIDEWALK BRICK COMPARISON (EXTRUDED nrucK) Type I, Aeme Class SX Sidewalk AS'fM Paver C9f12 Compra1ivc Strength !I Min. Individual 7,000 psi 7,928 psi Avg. of 5 Brick 8,000 psi 10,429
psi !I Modulus of Rupture Min. Individual Not Specified Not Given Not Not Specified Avg, of 5 Brick 􀁇􀁩􀁾􀀱􀁉􀀠Cold Water Absorption Max. Individual 6,3%11% Max. Avg. of 5 Brick 5.3%
Saturation Coefficient Mal(. ludividual 8% O.SI0.80 0.78 AbrBllion lndm.: Mill(. Avg. of 5 Brick 0.78 O.ll 0.047 Calculated MIlK. Individual 5 Hr. Boil Absorption Max. Individual 13,75%
7.8% CalcullIted Max, Avg, of 5 Rrick 6.8% Calculaled 10.25% I 
STREET BRICK COMPARISON CONTINUEV BlISis for culculoted Values in the ooove table: Sat Cocff. 􀁾􀀠24 Hour Cold Water Absorption/5 Hour Boil Absorption Abrasion Index -(100 X 􀁁􀁢􀁳􀁯􀁲􀁰􀁴􀁩􀁯􀁮􀀩􀀯�
�􀁯􀁭􀁰􀁲􀁥􀁳􀁾􀁩􀁶􀁥􀀠Strength 
4-26-1996 3,26Pt·l FROH SERV JCE CEI\!TER 9316643 10'.3 "PI': 25 '96 15:51 PRGE.ee2 s..aki Asscx:iltea, Inc. Memorandum 41261% Addi:;on Circle SA# S 1443.00 􀁂􀁲􀁩􀁾flIT Paving Na<K'y
Fleming Annslrollg To Jobn SIlumgartner (:C'. DK. AF. 1M We """,j'llcd test R'pQN &om MCCf"lh 􀁬􀁡􀁢􀁯􀁲􀁡􀁴􀁑􀁣􀁪􀁾􀀠fur !he 􀁾colQrs ofGlen· GeT)' C"'JX>r.'tion bri<>ks; Shillington.
yotk&hire, and Serendipity. 1. All 􀁾wlors are idwrtifi.ed as molded pavers. Eal;b comply with the modified ASTM C902·92 SX TyP'I' J requimnel\ts for molded briek. 2. As per your reqllCSl,
we hav.. compared \he$c modificoJ $1andards wiIh the Acme brick, whK:h cx>mplie$ with the ASTM CJl!n..92 sX Type I ",!uire1!lenlS. T WI> ofthe !bree molded brick bave c<>mPIW.jvc slrlengtbs
less than required by the ASTM 􀀢􀀬􀀡􀁵􀁩􀁲􀁥􀁭􀁥􀁮􀁾􀀠and all ofthem "'" 􀁾􀁵􀁢􀁳􀀡􀁡􀁲􀁬􀁴􀁩􀁡􀁬􀁬􀁹􀀠􀁉􀁉􀀧􀁉􀁓􀁾􀀠than lhe oomprenive streJ1ith of the Acme brick The saturation cwfficienlll
at« within !he reqllited range and $lig/llly low.... thilll !he Aal1l1 brick. The cold water abso!ptkm rates "'" .lightly hIgheT, but within the requiIW range. As a 􀁾􀁵􀁬􀁴􀀮the Acme
bri<>\c: appears 1<> "" a slroIIgCl' and more dUl1lbl.. paver. 3 ASTM C90Z·92 specifi<:ation SectiOll 1.1 state. thet "'TIti••pecificatlOl> coV<!!.. 􀁢􀁲􀁾􀁫􀀠iQt<mded for use 1I5 ","ving
mawriaJ !O support p:des,lrian and light vehicular traff'1C....The cmils are DO! intf1ll<1o<i 1<> suppwt hllavy vehicular traff'IC...􀁾􀀠TIles<: moldcoJ bridls aR nO! 􀁡􀁤􀁾􀁵􀁡􀁴􀀼􀀺􀀠fur
Will M a street paver. In addition, the Gten..Gery bri¢l,s do not oomply,.ith irem A. Paec PI'·) "f "Addendum No.1 To The Conmuction 􀁓􀁾􀁩􀁦􀁩􀀢􀀢􀁴􀁩􀁯􀁮􀁳􀀠and CoolraCt Docwn<;llts"
dated JanUlU')' 17, 1996 prepared by Huin·Zollar$ whit:h outlines the vchieular 􀁢􀁲􀁩􀁾􀁫􀀠requirements. The (jjm.Gery molded bri<k$ are a very high qWllity molded brick. However, they
OOIlQt comply with ASTM CWz.n ."itQll(/Qrt/􀁾􀁴􀁦􀁩􀁣􀁡􀁴􀁷􀀢for Fedesn-itm andLigJu Traffl(: P((OI/ng Brick, SX Type ! requirements. which ate more "'rtrictive. As stated stated previously.
we re<Xlll'lmend tlI<Jt the IO<Ig term d"rability should be ....aluated on proven "..forra_ of the bricb in <:omparal?le applications and that tile Towu ofAddis<m slIQuld be in 􀁾􀁥􀁮􀁬with
that long tenn 􀁰􀁥􀁲􀁬􀁏􀁴􀁭􀁩􀁬􀁬􀁬􀁾􀀮􀀠111.2'$ 􀁓􀀸􀁾J8'Cin'to Strrtt0.".$. T􀁾􀀧􀀢􀀢􀀠􀀷􀁾􀁬􀀨􀁬􀀧􀀠􀁔􀁾􀀮􀁰􀁬􀁬􀁏􀁮􀁥􀀠2'4 922 􀁾􀀳􀀸􀁶􀀠F.""""," 21495401131 
STREET BRlCf{ COMPARISON Shillington 2-1/4" Modular Paver Serendipity 2-114" Modular . Paver YorkshiR 2-1/4" Modular Paver Type I. ChlUSX ASTM C902 Acme Sidewalk Paver Compressive Strength
Min. fndividual 4,710 psi 7,150 psi 7,260 psi 3,500 psi .. 7,928 psi Avg. of 5 Brick 6,090 psi 7,510 P'; 8,530 psi 4,000 psi .. 10,429 pri ModulWi of Rupture MilL Individual Not Given
Not Given Not Given Not Specified Not Given Avg. of 5 Brick Not Given NotOiven Not Given Not Specified Not Given Celd Water Absorption Max. Individual 2.5% 3.0% 4.9% 18% • 6.30/0 Max.
Mg. llf 5 Brick 2.1% 2.3% 3.8% 16% • 5.3% Saturation Coefficient Mall. Individual 0.49 U,SS 0.59 0.1l0 0.81 Max. Avg. of 5 Brick 0.45 0.49 0.54 0.78 0.78 Abrasion Index ! I :1 Max. Individual
i 0.051 0.046. 0.067 0.11 0.047 Calculated 5 Hr. Boil AbllUrption Max. Individual 5.1% 5.5% 8.4% \3.75% ClIlcuJatcd 7.8% MaX'. Avg. of 5 Brick 4.5% 4.8% 7.1% 10.25% Calculated 6.8% ..
Refer to Section 4.7 of C 902·93 ASTM 􀁓􀁴􀁡􀁮􀁤􀁡􀁲􀁤􀁾􀀮􀀠
STREB'!" BRICK COMPARISON CONTINUED Basis for calculated Values in the above wble: Sat Coeff, -24 Hour Cold Water Absorption/S Hour Boil AbsOIption Abra.,il'n Index = (l 00 X Absorption)fCompressive
Strcnglh (i:'PIU1NlJ II2204\WAfJCAM(:K,(.:'UM 
Glen-Gary Corporation Technical SSf'\Iices/Research Aoute 61 P.O. Box 340 Shoemakersville, PA 19555 6101562·3076 Fax: 610/562·2084 22 July 1996 Public Works Director P. O.Box 144 Addison,Teltas
75001 ATTN: John Baumgartner REFERENCE: Addison Circle DealerlDistributor: Metro Brick Dear Mr. Baumgartner, As requested by 􀁯􀁵􀁾Midwest Regional Sales Office, please fmd enclosed
letters of certification and test reports for the following modular paver size units as manufactured by the Iberia Plant of the Glen-Gery Corporation. Serendipity Modular Paver Solid
(2-114" X 3-5/8" X 7-5/8") (Lot Number: 064061) Shillington Modular Paver Solid (2-I14" X 3-5/8" X 7-5/8") (Lot Number: 112600) Yorkshire Modular Paver Solid (2-114" X 3-5/8" X 7-5/8")
(Lot Number: 035130) Should you require any additional information, please contact the Midwest Regional Sales Office. Thank you for your interest in Glen-Gery's line of fme quality products.
Truly yours, George Robinson Director of Technical Services gr:jy Enclosures cc: Midwest Regional Sales Office Iberia Plant Certification: 59000166.DOC 
Glen-Gery Corporation Technical Services/Research Route 61 P.O. Box 340 Shoemakersville, PA 19555 610/562-3076 Fax: 610/562-2084 22 July 1996 Public Works Director P.O. Box 144 Addison,
Texas 75001 ATTN: John Baumgartner REFERENCE: Addison Circle DealerlDistributor: Metro Brick Dear Mr, Baumgartner, The Serendipity Modular Paver Solid (2-114" X 3-5/8" X 7-5/8") (Lot
Number: 064061) size units as manufactured by the Iberia Plant of the G1en-Gery Corporation meet ASTM Designation: C902-95, the Standard Specification for Pedestrian and Light Traffic
Paving Brick, Class SX, Type I, Application PS. Truly yours, George Robinson Director of Technical Services gr:jy cc: Midwest Regional Sales Office Iberia Plant Certification; 59000166.DOC

.... _____........ Jl..Ju.a 610·Wfl.:I:.OW STRE.ET 􀁾􀁕􀁒􀁇􀀬􀁐􀁅􀁎􀁎􀁓􀁙􀁌􀁖􀁾􀀠17101 Labo...to", T... No. IB-396 Date June 24. 1994 􀁒􀁾􀂣􀁔􀁉􀀡􀁊􀁄T. GlJrN-GERY CQBPORAUQN Brick Identification
SFRFND'pm PA yER 7 518 Y :r 5/8 Y 2 114 MOT nEn 0Ii4061 4j..94 1'1te following i.a a report of Te&tI on BldldI.rt& Brick eonduded In auordanee with ASTM De!rig.oation C67..93. "Standani
Method ot SamPtin: and Ttmiq Brick-Sample Roc"... --"6-"'1:.::5"'-9"'4'---,:-______ From IBERIA T... c"mpl_ June 24. 1994 Do.. PlOD' Do.. Compressiyo Strength I SUCTIONUnit ABSORPTION
EFFLORESCENCEI(Grn.. AreaIFt.tw!&e)Ideotifi<Jati.. RATE MaxiJllliOl 􀁓􀁡􀀱􀁕􀁮􀁉􀁾􀀠Uon Coefficient5 Hour . I 24 Hour (Ratio of 24 Hour Gaia ill Weight (No Efflol:'eSCeQccSubinersion
in it Submemon to 5 Hour) in One Minute • Ef!Ioresced)Boiling Water in Cold Water Pounds Per Square Inch (N_os) <ham,Per Cen. Per Cent No EfflorucenceI 6 10 8520 (58.8) 4.5 2.011 0.43
No Efflorescence 2 7 lZ 1.98970 (61.9) 4.212 0.46 No Effiorucence3 8 10 13 7150 (49.3) 5.5 3.0 0.55 No Eflloteseenee4 9 8 2.314 7510 (51.8) 4.8 0.48 No Eft10rescence5 10 8 ,IS 5390 (37.2)
4.8 2.5 0.51 I AVERAGE,. 7510 (51.8) 4.8 2.3 0.49 ! 10 "he brick represented by tbe tesl results shown here comply with tbe Standard SpeeifiC4tions (ASTM c:;:n..93) for Sewer Brick (Grade SM) and Manhole
Brick (Grades MS, ,{M), Building Brick (AS1M C6l·92c) (Grndes SW, MW. NW), Facing Brick (ASThl C21&-92d) (Grodes SW, MW), aod PedcstriaJl ugh! Thlflic PaviJIg Brick (ASThl C9Ol. 3) (c;:Jass(es)
MX. NJ(, SX (If lIIOlde<I) Type I, U. III). Abrasion !2:. I ( I tndex 0.023 0.02\ 0.042 0.031 0,046 Respectfully SUbmitted, 
Glen-Gery Corporation Technical Services/Research Route 61 P.O. Box 340 Shoemakersville. PA 19555 610/562-3076Fax: 610/562-2084 22 July 1996 Public Works Director P. O. Box 144 Addison,
Texas 75001 ATI'N: John Baumgartner REFERENCE: Addison Circle DealerlDistributor: Metro Brick Dear Mr. Baumgartuer, The Shillington Modular Paver Solid (2-1/4" X 3-5/8" X 7-5/8") (Lot
Number: 11260D) size units as manufactured by the Iberia Plant of the Glen-Gery Corporation meet AS1M Designation: C902-95, the Standard Specification for Pedestrian and Light Traffic
Paving Brick, Class SX, Type I, Application PS. Truly yours, George Robinson Director ofTechnical Services gr:jy cc: Midwest Regional Sales Office Iberia Plant Certification: 59000167.DOC

_______ 􀁾........ v .. 4l-UJ. 􀁊􀀮􀁾􀀬􀀠IDC. 619 WlU.OW STREllT 􀁈􀁁􀁒􀁒􀁊􀁓􀁂􀁕􀁒􀁇􀀢􀁬􀀧􀁅􀁾􀀠17101 􀀺􀀧􀁢􀁯􀀢􀀻􀀺􀁾􀀻􀀺􀁹􀀠􀀺􀀻􀀢􀀺􀀧􀀭􀁒􀁁􀁾􀁔􀁬􀀭􀁏􀀺􀁎􀀽􀁾􀀭􀀬􀁬􀁦􀁩􀀬􀁾􀁟􀀭􀁟􀂷􀀧􀀢􀀬􀁾􀀮􀀬􀁰􀁲
􀁾􀁲􀁔􀁬􀁟􀁾􀀮􀀬􀀮􀁗􀀭􀁲􀀱􀀧􀀧􀀺􀀻􀁔􀁾􀀧􀀧􀀺􀁟􀀲􀀳􀀮􀀬􀁉􀁄􀀢􀀬􀀹􀀳􀁾􀁦􀀭􀁬_---,__Da_te _A_P_"_'1_18_19_96 Brick Identification 􀁾􀁉􀁎􀁇􀁔􀁏􀁎PAVER 7518 X 3 518 X 2114 MOWED 11260D JI0392.
______􀁾___ The following Vi • report of Testa on Building Briek «Inducted in accordance with ASTM DeUgo.noD C67--94 "Staluianl Method of S..,pIinc and Tootinr. Brid<" Sample R ....vod
-'04-04-=-"-'--.::.9;:.6-=:-______ From IBERIA PLANT T". Completed Apri118, 1996 Dllte 􀁐􀁬􀁡􀁮􀁾􀀠IlaIe -Unit Compreseive Strength SUCTION EFFLOIUlSCENCEAllSORl'TlONIdetatUieation (Gl'OM
AreaJli1atwise) R>\TE Maximum SawraOven-Dried tion Coefficient ProcedureS Rout 24 Hour {Ratio of 24 Hour (No EfflOre$CtD.ce)Submersion in Submersion 'to S Hour) Gain in Weight Effion:sced)Boiling
Water in Cold Water in ODe Minute Pou nds Per Square Inch Per c.o,((MPa) Per Cent Gmm.s 1 No Efflorescence 6 3 7090 (48.9) 2.5II 5.1 0.49 2 No Efflorescence 7 3 12 5810 (40.1) 4.0 1.6
0.40 3 No Efflorescence 8 3 IJ 4710 (32.5) 4.9 2.4 0.49 4 No Efflorescence 9 3 14 5750 (39.6) 2.34.8 0.48 5 No Efflorescence 10 2 15 1.5 0.4071J0 (49.1) 3.6 -AVERAGE 6090 (42) 0.45 I
3 j4.5 2.1-'he brick represented by the test results shown here comply with the Standard Specifications (ASTM C32-93) for Se-.ver Brick (Grade SM) and Manhole Brick (Grades MS. 00. Building
Briel: (ASTM C62-'l2c) (Gtadl!S SW, MW, NWl. Facing Briel: (ASTM OI6-94a) (Grades SW, MW) and Pedes!riau llll4 Light Traffic PlIlIing Brick (ASTM 902-93) (CJassesMX. NX, SX if molded)
(Types I,ll. lU). Abrasion !nd!x Jl 0.Q35 12 0.028 13 0.051 14 0.040 IS 0.021 Avg.0.Q35 Respectfully submitted, 
Glen-Gery Corporation Technical Services/Research Route 61 P.O. Box 340 Shoemakersville. PA 19555 610/562-3076 Fax: 610/562-2084 22 July 1996 Public Works Director P. O. Box 144 Addison,
Texas 75001 ATTN: John Baumgartner REFERENCE: Addison Circle DealerfDistributor: Metro Brick Dear Mr. Baumgartner, The Yorkshire Modular Paver Solid (2-114" X 3-518" X 7-5/S") (Lot Number:
03513D) size units as manufactured by the Iberia Plant of the Glen-Gery Corporation meet ASTM Designation: C902-95, the Standard Specification for Pedestrian and Light Traffic Paving
Brick, Class SX, Type I, Application PS. Truly yours, George Robinson Director of Technical Services gr:jy cc: Midwest Regional Sales Office Iberia Plant Certificanon : 5900016lJ.DOC

610 WILLOW STREET HARRISBURG, PENNSYLVANIA 17101 _ 􀁉􀀡􀁉􀀡􀁏􀁾􀀺.pH-fl3!,..,􀀱􀁾􀀠[l'fl·;:. 􀁾􀀱􀀠􀀢􀀮􀁮􀁾􀀮􀀧Labo......" T.., No. 􀁊􀁬􀀡􀀺􀀲􀀺􀁬􀀺􀁊􀁾___􀁾___ 􀁾􀁩..}1 L '<v &1 l!
􀁾􀁾􀀬􀀠. Dale March 30. 1995􀁾􀀮􀀬􀀠[ " k.\ MAR31 1)T. GLEN·GERY CORPOfIAnON 8rick Id_n YORKSHIRE PAW 3 S/8 X 2 J/4 X 7 SIB MOWED pm3D NIJ-95 mil IBl!.I1L1 SIWE 25% HOlMES SlIALE 3
VZ MESlf. 'l'b.e following it a report of Tab Oft Build.in: Bride. 00Ilducted ht &cCOnIaate with ASTM DaigDatioD 􀁃􀀶􀀷􀁾􀀹􀀳􀀴􀀠"Standard Method .r SompW>g ODd T..u..c Brick" Sample
R"';voo! 􀀭􀀢􀀳􀀢􀀬􀀮􀀲􀀬􀀬􀀱􀀬􀀬􀀬􀀬􀀭􀀹􀀮􀀺􀀺􀀺􀀡􀀵􀀧􀀭􀀮􀀺􀀺􀀺􀀭􀀭􀁟􀁾___ F..... lBERM 􀁰􀀮􀀬􀀭􀀬􀁕􀁎􀁬􀀧􀁾􀀬􀀭􀀬􀀭_____ Tat o,mplet<d March 30, 1995 Date Plaut Ihte 􀁾􀀠SUCIlONUol,
Compt"t!Uivo Stnlo.cCh j-ABSORPTION EIiFLORESCENCEI -fdentifieatlon (G..... .......m.twIse) RATE Maximum SaturaOven-Dried_retion Coefficient5 Hour 24 Hour (No Emo,",,,,,,,,,,)(Ratio
of 24 Hour'SubwmionSubmersion in Efflo_)Gain ill Weigl:u.'" 􀁾􀀠Hour}Boiling Water in Cold Water in One Minute Pounds Per Square luch (Ml'a) Per 'CentPer Cent Grams . 1 No Efflorescence
6 5 6,9II 8720 (60.2) 3.6 0.52 2 No Efflorescence 7 8 12 8860 (61.1) 5.8 0.492.8 3 No Efflorescence 8 8 13 7260 (50.1) 4.9 0.598.4 4 No Efflorescence 9 II 14 8550 (59) 8.0 4.6 0.58 5
No Efflorescence 10 9 15 9280 (64) 6.4 3.3 0.51 I AVERAGE 8530 (58.9) 3.8 0.547.1 8 -.-'be brick Iq)resented by the test results shown here comply with the Standard Sped(lCalions (ASTM
C32-93) for Sewer Brick. (Grade SM) and Manhole Brick (Otade# MS, 1Ml. BuUdiog Brick (ASThI =-92c) (<hades SW, MW. NW), F.cing Brick (ASTM ClI6-92d) (<hades SW, MW) and Pedestri.. ..,d
Light Traffic Paviog Brick (AS1M 002,93) (0.-SX. MX. NX) (Typ<$ r, n. un. Abrasion IndeX II 0.041 12 0.032 13 0.067 14 0.054 IS 0.036 Avg.O.046 Respectfully submitted, 
S_ki AnociateS, Inc. F a c s m I e Trensm t t a I 􀁐􀀱􀁾􀁲􀀧􀁬􀁮􀁩􀁲􀁜􀀣􀀠816/96 ArchiteetUO! D_ laooGcape ArchiteQ'ture Urban Oe15ign Addison Circle Rond Point SA #51443.00 Transportation
Planning Project name/number eMl 􀂣􀁮􀁧􀁾􀁑􀁲􀁴􀁮􀁡􀀠lohn Bawngartner cc: Af EnvlranlTtl!ntal Services To Imerlor Design Town of Addison Graphic 08sjgn Campeny "931 6613 􀁾􀁓􀁢􀀭􀁴􀀭􀀶􀁮􀀠FaMimile
number Voice numbar Nanc)' Fleming ArmStrong nvm :z 3:55PM Extension As per your request, attached is a response regarding the ADA detectable warning surface. Sasaki believes that it
is not & design (aesthetics) iswc. but a safety and regulatory issue. &rP'l t#7 ;tM/'"o?-A-􀀯􀀳􀀬􀀬􀀡􀀬􀁾􀀠I ,U",-: //f1'.Jr Otl'-ller 611-/'","" ?e./'7 fl-11-'1(; 1925 San Jac;into
S1(eet Oalla&.-TQXa$ 7S201 Telephone .14 922 􀁾􀀳􀀸􀀰􀀠􀁆􀀸􀁣􀀻􀀺􀁾􀁩􀁭􀁩􀁬􀁥􀀠214 954 0687 
Sesaki Associates, Inc, Dot. Project Subject From To 1925 San Jacinto Street Dallas. Texas Tele.hone 214 922 9380 􀁾􀁡􀁣􀀶􀁩􀁭􀁩􀀧􀁥􀀠2149540687 Memorandum 8/6/96 Addison Cirele Rond
Point SA# 51443.00 ADA Detectable Warning Strips Nancy Fleming. Armstrong John Baumgartner cc: A. Fujimori, D. Kenney I am in receipt ofyour letter and attachments dsted August 5,1996
from Andy Oakley. Andy is correct in stating that the Texas Accessibility Standards (TAS) effective April 1, 1994 placed the dete.1able warning on "reserved" status. Sasaki had 2 projects
reviewed by the Texas Department ofLicensing and Regulation in Austin during 1995. As a result ofthose reviews, even though the truncated dome textu", was not required, a visual and/or
textural definition was required in hazardous areas. We suggest that Huilt-Zollars also speak with the Texas Department ofLicensing and Regulation regarding their interpretation ofthe
Mews condition. The Department requires a sumittal ofthe plans and have, in our experience, been more stringent in their interpretation and enforcement. They can be reached at: Texas
Department of Licensing and Regulation Policies and Standards Division Atchitectwal Bartiers P. O. Bo" 12157 Austin, TX 78711 512.463.3211 512.475.2886 fax. ** TOTAL PAGE.002 ** 75201

PUBLIC WORKS DEPARTMENT (214) 450-2871 Post Office Box 144 Addhwn, Texas 75001 16801 Westgrove August 5, 1996 Nancy Fleming-Armstrong Sasaki Associates, Inc. 1925 San Jacinto Street
Dallas, Texas 75201 Re: Detectable Warning Strips Dear Nancy: Please review the attached request from Huitt-Zollars/Addison Circle One Ltd., and provide us with your comments and recommendation
regarding the elimination of the detectable warning strips. In the past, Alan Fuj imori had a relatively definitive opinion that they should be included. However, this information from
Andy may modify his opinion. Thank you for your assistance. 3. 􀁾􀁊􀁙􀀮􀁯􀁾􀁨􀀧􀀷􀀬􀁮􀀢􀀧􀁒􀀭􀀮􀁂􀀭􀁡􀁵􀀺􀁚􀀺􀁾􀁲􀀬􀀠P.E. Director ofPublic Works cc: Carmcn Moran Bryant Nail Andy Oakley

Hlll1TZOUARS Huitt-Zollars, Inc./3131 McKinney Avenue I Suite 600 I LB 105' Dallas. Texas 75204-2416/2141871-3311/FAX 214-0757 July 19, 1996 Mr. John R. Baumgartner. P.E. Director of
Public Works Town of Addison 16801 Westgrove Drive P.O. Box 144 Addison. Tcxas 75001 RE: Addison Cirele Phase I Detectable Warning Strip HZ! Project No. 01-1822-04 Dear John: The current
design plans for the above referenced project show a 3 foot wide detectable warning strip on the Wit! and Paschal Mews. It was our belief at the time of design that this warning strip
was required in areas where there was no vertical separation between vehicular and pedestrian traffic. Further investigation has revealed that this requirement has becn suspended for
further study because initial studies indicate that the warning strip provides minimal increased safety to a visually impaired person. The Texas Accessibility Slandards (TAS) daled April4lh,
1994 (Sec Exhibit "A") indicates the section on detectable wHl'Ilings at ha1.urdous vchiculm arcus is "reserved" meaning that there is no standard at (his lime. Our original inclusion
of a warning strip in this design was based on a refcrence in the July 1991 Federal Register (Sec Exhihit ,HD") which indicl.llcd 􀁾􀁬􀀠requirement for a three foot strip hetween vehicular
and pedestrian traffic when the surfaces arc not 􀁾􀁣􀁰􀁮􀁲􀁡􀁬􀁣􀁤􀀠hy curbs, railings or other clements. On July 18. 1996 Huill·Zollars contacted the omce of Technical and Infonnation
Services Architectural nnd Tmnsporlnlion Barriers Compliance Board in Washington. D.C. for clnrificalion on lhis issue. Ms. Earlene 􀁓􀁣􀀮􀀮􀁾􀁫􀁥􀁲􀀠a technical service assistant Wilh
the hoard stated that the requirement for vehicular warning strips has been suspended until July of 1998 pending ilddiliollal studies (Sec Exhihit "C"). Ms. Sesker also stated that any
project constructed prior to July 1998 is not required to construct the detectable w'lrning to be in compliance with the barrier standnrds. We realize that the TOWIl or Addison has concerns
aboul the mixture of pedestrian and vehicular traffic, however, the grooved warning strip docs not provide a physical barrier 10 prevent this mixture. The trees and bollards have been
spaced in such a way to sepamte the pedestrian and vehicular traffic. The delectable warning strip is not a proven tool to assist the visually impaired as stated by the Federal Register
and therefore lhe design team request, that these warning 'trip' be deleted from the Witt Mew, and Pusehal Mews and replaecd with a sidewalk sub·base and brick(paltern dependent). Please
call if you have any questions. Sincerely, HUITT·ZOLLARS, INC. Andrew C. Oakley. P.E. Senior Vice President 􀁾􀁥􀁣􀀺􀀻􀀺􀁲􀁧􀀯􀁉􀁾􀂭ACO/dm Attachment ce: Bryant Nail G;\PROJ\OI1S2204\JB07l9,LTR
Oanas I ForI Worth I Houston I EI Paso I Phoenix I Tustin I Onlario t San Clemente 
TEXAS ACCESSIBILITY STANDARDS (TAS) of the ,. Architectural Barriers -Act Article 9102, Texas Civil Statutes " Effective April 1, '994 Prepared and Administered by the TEXAS DEPARTMENT
OF LICENSING AND REGULATION Policies and Standards Division ARCHITECTURAL BARRIERS SECTION P. O. Box 12157 Austin: Texas 7B711 920 Colorado, Fourth Floor, Austin, Texas 78701 (512) 􀀴􀁾􀀳􀂷􀀳􀀲􀀱􀀱􀀠
Fax (5121475--2886 December 17, 1993 II 'f P􀁥􀀺􀁾􀁴􀁦􀀱􀀸􀁉􀁔􀀠A . 􀁾􀁥I 
TEXAS DEPARTMENT OF LICENSING AND KEGULATION Policies and Standards Division ARCHITECTURAL BARRIERS P.O. Box 12157 Austin, Texas 78711 (512)463-3211 FAX (512)475·2886 , , January 7,
1994 IMPORTANT NOTICE .. The Texas Conunission on llcensing and Regulation. at its December 17, 1993 meeting, adopted the Texas Accessibility Standards (TAS) for purposes of administering
the state Architectural Barriers Act, Article 9102, Texas avil Statutes. TAS is based on the Americans with Disabilities Act Accessibility Guidelines (ADAAG) and applies to subject buildings
and facilities constructed on or after April I, 1994. Subject . . buildings and facilities where commencement of <:onstruction occurs prior to April I, 1994 are covered by the current
state accessibility standards. .. 􀁾􀀻􀀮􀀻􀀧􀀻􀀧􀀻􀁾􀁾􀀺􀁾􀁾􀁬􀁾􀁾􀀻􀀧􀀢􀀠􀁾􀀻􀀺􀀺􀀻􀁾􀀻􀀺􀀧􀀺􀀻􀁾􀁾􀀠 adopt accessibility standards consistent with fedefcl,l standards. 􀁾􀁾􀂭􀁾􀀢􀀧􀁾􀁾􀀭􀀭􀀢􀀢􀀢􀀢�
�􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀭􀀭􀀬􀀬􀀢􀀬􀁩􀀧􀁟􀁾􀁾􀀬􀁆􀀮􀀺􀁾􀀧􀁾􀀢􀀺􀀺􀀧􀀺􀁾􀀧􀀺􀀭􀁾􀀭􀀽􀀽􀀧􀀧􀂭Building owners and design professionals who have become accustomed to using ADAAG will find that T
AS has merged the federal and state standards while maintaining the federal numbering system. 1n actuality, all of the requirements necessary for complying with ADAAG are included ill
TAS. Therefore, the department believes utilizing TAS will also satisfy ADAAG and therefore intends to pursue 'equivalency certification from the United States Department of Justice.
. . Copies of T AS can be purchased from: Office of the Secretary of State Texas Register Division P.O. BOlt 13824 Austin, Texas 78711-3824 (512) 463-5561 FAX (512) 463-5569 roo (800)
735-2989 Cost per copy: SI0.00 Check, Visa,'and Mastercard are accepted ;: 􀀬􀁾􀀠Austin Headquaf1",.: E.O. 1l!ompsDn Slat.. O/re .. Building· 92fJ CoIorodo • Austin. r..xu '1'8701 C"'Xl';181T
';l\" Pf.i&4 z.. 
•• (7) In general, no place in any room or space required to have a visual signal appliance shall be more than ft (IS m) from the signal (in the horizontal plane). In large rooms and
spaces 􀁥􀁸􀁣􀁾􀁩􀁮􀁧􀀠100 it (30 m) across, 􀁾􀁯􀁵􀁴􀀠obstructions 6 ft (2 m) above the finish floor. such as auditoriums, devices may be,placed around the imeter, spaced a maximum
100ft (30 m) apart. in lieu of suspending appliances from the ceiling. (8) No place in common corridors or hallways in wbich visual alarm signallinl appliances are required shall l1lOI"e
than 50 ft (15 m) from the signal. 8.4* Auxiliary Alarms. Units and sleeping accommodations shall have a visual alarm connected to the :ding emergency alarm system or shall have a standard
110-volt electrical receptacle into which such an alarm be connected and a means by which a signal from the building emergency alarm system can trigger such an iliary alarm. When visual
alarms are in place the signal shall be visible in all areas of the unit or room. ructions for use of the auxiliary alarm or receptacle shall be provided. . 􀁾􀀠Detectable Warnings.
􀁾􀀮􀀱􀀠General. Detectable warnings required by 4.1 and 4.7 shall comply with 4.29. 􀁾􀀮􀀲􀀪􀀠Detectable Warnings on Walking Surr:u:es. Detectable warnings shall consist ofraised truncated
domes 1 a diameter of nominal 0.9 in (23 mm). a height of nominal 0.2 in (5 mm) and a center-to-eenter spacing of linal2.35 in (60 mm) and shall conuast visually with adjoining surfaces.
either light-on-darlc, or darlc-on-light. : material used to provide contrast shall be an integral part of the walking surface. Detectable warnings used interior surfaces shall differ
from adjoining walking 􀁳􀁵􀁲􀁦􀁡􀁾􀁥􀁳􀀠in resiliency or sound-on-cane contact. 􀁾􀀮􀀮􀀳􀀠Detectable Warnings 011 Doors to Hazardous Areas. (RESERVED). U Standardization. (RESERVED).
) Signage. ).1* Genera I. Signage required to be accessible by 4.1 shall comply with the applicable provisions of 4.30. ).2* Character Proportion. Letters and numbers on signs shall
have a width-{O-beight ratio betWeen 3:5 and and a s!roke-width-to-height ratio between 1:5 and 1:10 USing an 􀁵􀁰􀁾􀁲􀀭􀁣􀁡􀁳􀁥􀀠"'X. for 􀁾􀁡􀁮􀁵􀁥􀁭􀁥􀀱􀁬􀀱􀀮􀀠!.ewer 􀁾􀀠leners are
􀁾􀁲􀁭􀁩􀁲􀁲􀁥􀁤􀀮􀀠).3 Overhead Signs. Characters and numbers on ovtrhead signs shall be sized according to the viewing ance from which they are to be read. The minimum height is measured
using an upper case X. Lower case racters are permined. Table 5 Height Above Finished Floor Minimum Character Height Suspended or Projected Overhead 3 in (75 mm) minimum in compliance
with 4.4.2 ti Ii [i Ii i f""'•i f '• n 􀁾• • r'• ! '• ''"• eJ • ,: .. • i[I 
Friday July 26, 1991 Part III " '. , I I . I ,.. . t.. _ ..􀁾􀀠" ..... • " ..;.' .... 􀁾􀀮􀀠• .. .: . '.".. ,-t. . .." '.: 􀁾􀀠. 􀀢􀀧􀀮􀀻􀀧􀀬􀀬􀁾􀀢... ' 􀁾􀀮􀀠-,," 􀁾􀀧􀀮􀀠:-;'. tJ.:.
􀁾􀀠. .. 􀀺􀀮􀀺􀁾􀀻􀀧􀀺􀀮􀀧􀀠. .. ".; 􀀬􀁾􀀮􀀮􀀮􀀡􀀮􀁾.. ',,' ........... :" ....." ....... ",'l':: . .:-:" .. ' ',.' Department of ,Justice : -OffIce of the Attomey General 28 CFR Part
36 Nondiscrimination on the Basis of .. Disability by Public Accommodatlons and ·In Commercial Facilities; Final Rule .. .. . .. .. "-• .,. 
Federal Register I Vol. 56. No. 144 I Friday. July 26. 1991 I Rule. and Regulations 4.29 Detectable Wamlngs. 4.29.1 Genenl. 􀁾􀁷􀁡􀁭􀁊􀁮􀁧􀁓rcqutredbtl 4.! and 4.75haI1 comply:wtth 4.29.
4.29.2° .DcrUctable WaniIDp OR Welkin, Surfaces. Detectable wamlDgs shal1 can",st of raised irutu:ated d.ames with a dianteter 0/n.omtnal 0.9 In (23 mmI. a hefQht. 0/rrt:Jtr!ilvJJ.,
0.2 In (5 mm) and a center-to-am.ter spadng'1)/n.omtnal 2.35 In (oo mmI andshall contrast ul$ualIy With 1Il/J01ning swfcu:es. elJher ltght.-ott. dark. at" cfark.<In.ltght. The materia!
used to proWle con1ra.St shall !II! an tntegraI. part 0/the wa.IkIng surja.t::rt!. Dd.t!:d.. a.!i!Ie t.I.>aTntnQS used on tntertor$II1facu shall dJ,f{er.from lIl/JoIn1ng wa1kInQ $II1fat:a
In 􀁾􀀮􀀠tJmcu or.5OIJI'ld·on-cane contaI:t. 4.29.3 Detectable WarnlJ1p OIl Doon To :Huar4ou8 Areu. tReseroed/. 􀁾􀀠 4.29.4 .DcrUctable WarnlJ1p at Stall'1I. 􀁾􀀮􀀠4.29.15 Detectable
WarnlJ1p at \ Ruardoua Vehlcular..ueu.. Ifa walk cra9S"" or adjoInS a velUcularway. and tilt: ' wa.IkIng swft1.t%3 are not 􀁾ll{t curbs. t'II.Illngs. or other clement" !ll!twem tilt:
per;fa. trfan <=0.$ and uehtcular aTeI%IJ. the boundary betM:en the a.reas 5haI1 be de!b:led by a can,tlnuou" detectobIe wamlng whldt Is 36 !.D. (915 mml wtr:Ie. complying with 4.29.2.
4.29.6 .DcrUctabLl WarnlJ1p at 􀁾Poe". The edges ofrdlectJ.ng pools 5haI1 be protected by raIlings walls.. " curbs. or detectobIe wamlDgs comp1y!.D.g with 4.29.2. .. 􀁾􀀠.:.... 4.29.7
􀁓􀁴􀁡􀁄􀁤􀀮􀁵􀁤􀁬􀁺􀁡􀁴􀁩􀁯􀁡􀀮􀀮􀁾􀀮􀀠,_ 4.30 Slanage. .. . 4.30.1' Genenl. Signage n.qu.tnId to !II! gt sfblilt btl 4.1 sha.U. comply WUh the applrmNe 􀁾0/4.30. ' 1.30.2' Chuacter
PNportfon. Lctter.s and 3.nnbers on s!gD.s 5haI1 􀁨􀁡􀁾a W!dth·to-helght 􀁾between 3:5 and 1:1 and a :stroIoe-wtdth.o-betght ratJo between 1:5 and'I:10. 􀁾􀀠I' II 􀁥􀁾􀁉􀁉􀀱􀁦􀁬􀁬􀁲􀀮􀀠8
4.30.3 c.ruznu:ur lfirf{Iat ClIall**'1I and I1UlI1bers m.stgru shall !II! st/ecl GaD""" tD the tIlewing dlstancej'rom ""**/hey _ID !II! n!ad. The mtntmDn hIIIght Is _cdwstng an upper'QLWx.l.owet'
casechID cx:/es are permiJtIitL , It.eIgJI.tAllaN 1'fIWIh«l.Pf.oor Sl.ISpIl1"Illed at'Prrjecl2t1 00erl1ead. In 􀁾Wft1t4.4.2 .MllfJd'__ c:tun-a.:urBdght 3 In. (15mmI ntO'ItIIII.m 4.30.4'
R.I"", and.Bnlilled a....c:rera GIldPkUIriD.l SUmbol SlQIIS (.Plct:ogramsJ. Letters and IIUJDeI'aIs IIhaI1 be raised 1/32 fn. upperClUe. -.ssen!/lI"stmple , . 􀀭􀁖􀁾and shall !II! acampanied.1.oIh
Qrad.e , 2 BraIll.e. RaIsed eba.ra.<:tcrs IIIaII be atIc'ISt 5/8 !.D.118 mmI hlgl1. but no hfgbertllm 2 !.D. (SO mmI. PIcli:1gram.r shall !II! aa:ampwded bf.I the equ1va/mt uerbaL dc:sa
Qditpb:af.dhafg below tilt: pIt:tOgn:Im. The bc:inia'd.!rtIen$tn 0/theptctogram shall !II! 8 tn (J52 mmllIII'Iimum tnhelght. 4.30.15· I'fnfsh and Contrast. Thedrarac-' t.or.r and ba.cIqjroundo/.stgru
shall !II! 􀁾􀀠Il'IIItb:. or oIMr non-gI.arejIn/5IL c:bara::b:Is and syDIbols IIIaII COtII:ta!It W1tb IIoeIr 􀁾􀀭􀀮􀀮􀀮􀀱􀀠-ettber IlgIIt cIIar.iIcters on.dark: badrgraund at: dark:
eba.ra.<:tcrs on a IlgIIt backgrouod. 4.30.6 Jroundng .toc:atf.oIa and Bcight.. I'i'IIere permanent 􀁾Is pt'OfIkIrI1for _ andspaoes. $IQr'tS :IhaI1.!II! I'rISIIl.IIaton the wall 􀁾ID
tIv: Iatdtstie 0/the doer. I'i'IIere tJun IS no wall spac:r!! II>the Iatdtstie ofthe door, tu:WdIng at doubie lea,[doors. S9lS:IhaI1.!II! pIDDIid on the nmrest 􀁾􀀠, wall. MounIIng heIght.shall.!II!
60 In(1525 mn1I . fIiIove the}W.1lhjloor ID the 􀁾􀁯􀁦􀀧􀀢􀀠, S9t. Jl'ounttng IDaJItonfor .sudtsIQnt.I!lIeR1J1. , !II! so that a per.son IITiI!I appiuca::h wtthtt3 tn (16mm1 0/sIQnage
􀁷􀁦􀀡􀁨􀁣􀁵􀁴􀁾􀀬􀀮􀀮􀀮􀀮􀀠. .trudIrIg ol!Iet:tS or.standing wGI'Itn the SUItIg, a/adcor. 4.30.7"8puI.bo1a of.Ace Cl1!ty. , .: (1] 􀁾and """"""'" Rr,\IIIh!d ID !II! .􀁾as aa:esslb/.e
btI".l :shtill usetlll! IDtemaUoaal :symbol 0(accessIbdlty. The 'P,4tdC Z I.'.• I f I 􀁾􀀠 I'I , 
------------------------------------------------------------------------------------u. S. Ace E S S BOA R 0 F • A • X Date:. ________--=.J.::.:ul'--y-,-19"-','-1'-'.9_96-=--________
:ro: DAVID MEYERS . AgencylDivision: HUITT-ZOLLARS Fax: --------------------------------------214871 0757 Tel: 214871 3311 From: EARLENE SESKER £"""1". Z4 Page 1. of 4 Pages . " 1331
F Slteet, NW., SuitQ 1000 Washington, D.C. 20004-1111• 101: 202' 272 • 6434 fax: 202· 272 􀁾􀀠54.017 ny: 202' 272 • 5449 ElJalCi sn 
1G23Z Fedoral Regisler I Vol. 61, No. 7Z I .·.Idoy. April 12. 1996 I Proposed Rules DEPARTMENT OF JUSTICE O1IIca 01 the Allomey GanOOII 28 CFR Part 38 ARCHITECTURAL AND .TRANSPORTATION
6ARRleAS COMPLIANCE BOARD 30 CFR Part 1191 DEPARnoIENT OF TRANSPORTATION OM... of the Secretary 4' CFR Part 37 Ame.tcans With DlsablllUes Act Aecesslbllily Guidelines; o.leCtlble Warnings
_,es: A.tclU"'ctural and TNnsportalion Barriers CompUlllca Board. Dc[>a.rtmOllt 01 TwnlO(l, and Dop.artm<m.t of'l'rsnopotUUon.. AC11ON: Joint noU"" of proposed ru)cmak'lns· SUMMAJ\Y:
Tho An:hItcctu",J ""d T......ponatlon Bani...O:>mplJ"""" Board (Aceos. l3oa1dl, th& Depoutnuml of TustI"", "",J tho Department of T"""'l'0rtaU"" propose to elItend the ......pon<iOll
of th. R<jul,..,..""to for 􀁤􀀮􀁾􀁢􀁬􀀮wamlPSI al cwb romp •• hu:o:do". v.hlcu.Jar ""'''''' and . ..lUIetlng pools In tho t\inoric:an. With D!J:ablUtles Act ACQI..lb!llty Guideline.
(ADMC) from '"Iy 􀁾􀁑􀀮􀀱􀁟to JuIr. 26. 11198. Th. A"""c. Bow 114•••tohl .hOd om adYloox:; commiU"", to conduct. . comprchCllSlyo review ofADAAG, .Includlng the delectabl. wll1ll.ng
􀁾􀀮􀁭􀀧􀀭􀀬and pI.". to WlSat. .rultmUlnS to I1lv!t;o and update ADAAG booed on tho adVl.ory committee*s ntct>maumdatJons. Extendillg tho .....pendon dst.. !'or tho dctooo\<lbl.. wam1.tlg
roqulremenls will ..tlow tho """""" Board to con.ld... the advi.cox:; c:aio.mlltee'. recommmdaUOD$ and 􀁡􀁶􀁡􀁬􀁜􀁾􀁢􀁬􀁯􀀠l'II.tetIl't:h doto • .nd 10 addnla tho detectable wamlll8
reqUl.romentsin the rulemaklng 10_ .... d updale ADMG. ':" DATU: Comments should ';"'noeo!vod by May 13. lVQO. Commenlil """'Ived after thl, data wlll bo CQ."ldorad to the _Ipracticable.
ADORlsa.S: Comments should be....,l to tho om"" of the Gen.",1 Cou.,...1. A.rcbltectunol and'l'ron.ponotlon B.olTlo" O:rrnpli.n",,!looud, 1331 F $tre<ol. NW.••••it. 1000, Waahinglon.
oc: 2000<1-1111. Tho Aceo.. Boord will provido CQpiofi of aU cc:n::nmonlt rk:llt'vvd 10 Ih. Oopertmen, of luaUoc and.lb. Oopltrtlnent ofTrQ..Ilsportatiot\.. . Cotnn,.,,1S will M avllllobl.
for Act. I.u u 1991. th. Ao:es. aoor<Llssu.d inspection "I Ihc above add:css frnm the Am.ricano with Di..btllll..Act 9:00 a.m.·10 5:30 p.m. on regular Ac""..ibilily Guid.lIn•• (30 CFR
put . "".In... day •. 1101). which Is commooly ....Imrod 10 as FOR FURTHEA IMFORMATlOMOONTACl': AO/l.I\G. Sectl""" 1 thtcugh 10 or 1\0..... Board: )1Im..J. RAt!8io. General /l.OAAC have
boon adopted .. the . OCCO'••ibilUy .t.tndudJ for tho .Counsel. Architectural and Ttan.pmutiM BarrI....Compllllnc\J 􀁁􀁭􀀮􀁾mIl> Db..bllltl... Ae< by lb. Dlp8rlmOnI of Ius!!"" (28 CFRpart
36)Bcud. 1331 F Street. NW...uit"llXlO, Wnhi..ston. DC 20004-4.U1. and tho Ooportment of'l'tIIN}'Onatlon HII CFR port 31). 'l'emph"". (202) 2n-5434 oxtoll$lon 15 lui luued In 1991, ADAAC
requlredOt' (aco) 872-2253 ext_olllS(volcel. \hat .. paltOl'D"ohmall, mted tmncoIBdand (202) 2?2-54.49/Tl'Yl or (eoo) 003dOme$ be built In or lppllod to WIlking2822 f'ITY). . Departmont
of jwItlce:The ADA ""'c.""" at ""NIn locations on & ,lie to warn pocl..tri.uu who oro bllnd or lnlmn.tioo LIII•• DIaahility ruShu visUlllly Irnpllted DC hu:o:d. on aSoctlOD, eM1 Rlghu
DI\'bIOD. U.s. cUwhUon path. The detectableDeportmant of Justice, Wublngton. DC wamlngs """" roquIrod at:20530. Talophono (eool 􀁊􀁬􀁾􀁏􀁬􀀠• CurtI romp. (ADAAG4.7.1);Ivolce) Of (3001
􀀦􀀱􀁾􀀸􀀳(1TY), • 􀁈􀀮􀁾vtihlCular areas (I....Dep.rtm.... "CTronspcotoUOI1: Robert whe", J:*!..trfm W\\ys adjoin vahlcuiar C. AshI>y. Deputy Assbtlill ee""",\ ...y. and th..........
DO CW'bo, ,.IUDS-. or Cot.uuol lor RoguIalic ....and OIMr element. ...-paratIDs the ped.Stri811EnfO!Ot!lllent. Deportmanl of OI1d "ebl""l........ys) (ADMG 􀀢􀀲􀁧􀀮􀁳􀁬􀁾 Transportotlon.
400 7tb.stn.eI, SW., and room 1(1.114. W&.<hlnstOll. DC 201190. • Rallod.ing poolodg•• th., oro notTelarbono (21)2)36&-9300 (vol...ror 􀁥􀁣􀁴􀁥􀁤􀀠by roIllJ1p. ....Ib. or cwb.I􀁾􀀰􀀲􀀠755-7M'
('rt'r1. 􀁾􀀠G •.􀀲􀁾􀀮􀁥􀀩􀀮􀀧􀀠. 􀁾􀁜􀀡􀁍􀁉􀀡􀁈􀁔􀁁􀀢􀀢􀁾􀁆􀁏􀀯􀁜􀁦􀁬􀁬􀁁􀀱􀁊􀁏􀁎􀀺􀀠􀁾prll t9". tho .l\.CCIIII Bcud. thoIn A II W"k. AI Depanmcntol/ultlCll, lind tho .. a _, 0' tortuol<r
r"""al. al. Department of TranoportatiOl1Issu.d .. Copu.. ofthl. FOPOCtIl<! rule lin! joint rul. thot IlUSpend.d tho . IMlllableln tho following ("""'-&10: ,.;qulromtHlu for delocllble
wimlng. at otandald print-largo print. B.-.lllA. audio curb ramps.l:us%ardcl1l YC'h!cular ........ ""....l.tlIllIpe. and complller disk. Slngll! and I'IIlloctlng pool. WlUlluly 􀁾􀁏􀀬􀀠1{lOa.
oopl.''''''1 be oblaln.d lOt no coot by 59 FR 􀀱􀀷􀁾􀀴􀀲􀀺􀀠(Apr1I12. 1994). ThI • caJUng tho A"""•• Board'. automat.d ..ctlon wu taIo:..... to 1Ll1ow tho .send... publlcatlonl "rdor
line (202) 􀀲􀀷􀁾􀀴􀀳􀀴􀀠to consider tho rosult. ofa 􀁾􀀠or.(800) 872-2253, p"",:rin, 1 '*tho project on the .....d. tor dotcctablo IIIlepbOllo koypad, thUll.l .pIn and warning. at vohlt:ul.,..ped
••tria:n noque.ung 􀁰􀁵􀁾􀁬􀁉􀁣􀁯􀁴􀀱􀁯􀁑􀀠DWI (Dctectobllo .. InterooctionL Tho ro..,an:h "",)<let, WlU'Idng. Not,.,. of 􀁐􀁭􀁾􀀠. . whlch ..as .pollMlred by th. ""'... Rulem.d:l"g).
i'lIrooIIs ustnc • TI'Y-. Board and'WU C<llIdli<lod b:Y: th.· .hould 􀁾(202) 21'2-5449 or or (600) Vll'Sin14 Polytechnic In.Ututo and StaIB 1Kl3-2322.1'1_ gift}'l>Ul' _. . Unlv.m.ty,....,.
compt.t..i In.I....uOty addross. and teleph_ numbcrwhon 1995. . '.ordcrins pllbllteUon ... _ who Th. ",.-.:h pt'OjecI showwcl that ....nt a copy "'lArge print. BnUu.;, auo!o veldcuL"..l>Cdfttrian
intel'S<diollS ...... ..,....11c Iopo. ofconrpulM disk thould ''''X:; compi"" envlrnnmont. Uld thai . specify tb4 typo or format they wanl. . 􀁰􀁾􀀢􀀢􀁴􀀺􀁲􀁬􀀮􀀦􀀡􀁳􀀠who...... b!.I.nd
Or vl.auaUy , Tho ptoJlOHd rule S. aV1lllable on. Impaln!d uso a combination or 􀁾􀁣􀁳to 'olec\roQlclNUelln \)OIfd at (202)212-d ..ect and ""'"" 􀁉􀁮􀁾Tho 54048 (A"""", Board) pd (202)
5104--6193 :-asearch projod: also showtld that tho (Dep-.nt of Tutti"". TIl.... telephone Ilavelllldils ad ""I"'risl1C8 of the . numbers are nol toll·he nwnbel'$. pGdestri4ll who Ia
bllod 0< vlaually TIl. 􀁰􀁲􀁯􀁰􀁟􀁤􀁾􀀮I....o .....lobl..... ImpaIred oro also Imp ..... ll1tf.ectors In tho lDtornot. Itam 􀁢􀁥􀀮􀁾with negotlatlllg an Int.ntlctlon. Tho relelllCb World
Wido Web sol\wa ... (Imp:!1 proloct fo.... d thai dotectJ.bl..wam1ngs 􀁷􀁷􀁗􀀮􀁬􀁬􀁳􀁤􀁯􀁾􀁬􀀡􀁯􀁶􀀩􀀬􀀠• helped coma pedGCtriam who ...... blind BaclcgrolWd' or vlOUllly impolrocllocattt
IDd Idonul'y . curb romps. Howe..r. tho detectable Th. A"""". Boord·l. raponolbio for warning. bad. " ..Iy G mod... Impact on ...ulna guldelln... to eso.lst tho Department ofJustice
and the . I Dotectabl, WI",,",• ...,... _b. 􀁲􀁴􀁯􀁱􀁾􀁤􀁬􀀧􀁏􀁤􀀠It Ooportment·orTr ..... 􀁾􀁲􀁴􀁯􀁴􀁩􀁯􀁮􀀠In • pl.ttorm.o.... i.A fRln 1't.'iQnl1hM MIl nq\ proloc:tocG by pi..,..",
ICI"IiI'WM Ol' 􀁾nihost.bli.b.lng IICCOs.il"lity standard, for tAOJ\J\C 10.3.t tall, The tfqUkeawfil tOf 􀁤􀁾􀀮􀁢􀁬• ...,..11 """,tmeted and altered f.eIllU ... w.rnlRfCI II' pllt'-n
IfMtor.. in v.I. '11&l1oM ,. no(under lb. Amoticu.n.s with Oi.ubiliu.. 􀀮􀁉􀁦􀁾􀀼􀁴􀁤􀀠by 􀁴􀁾􀁬􀁦􀀠ntl..mtk.l.. ",noOn. axw, SIl S';:9, 966H31-'.,r 
•• '. ,. Fedoral Regt.""r I Vol. 61. No. 71 I Friday. April 12. HI96 I Proposed Rul," 16233 ..:)vnrall porrontumco Oneftu.o.1Q Illolr 'tUSOnCfl, Pod():5trillns who am bUnd Of vi'u.Uy
Imp.lnx! used wholo." other cueS "",ro 4v4ilaola I .. <lQtoc:t oM_ Ihe Inl....CCliotl. Tho t<l50.tch projoe! hld1calod thatth."" may "0 4 nood rOt addltlnnal ""•• at ."mo ty.... of .
intorsoctlons. ill(! ff.lsatudl pmjoc;t did not Idontlfy Ibo .peciflc 􀁃􀁏􀁉􀁩􀁤􀁬􀁬􀁬􀁯􀁾􀀠whoreouch cu•••hould be pnwidod. The ",....n:h I'rojectougg<lOllDl! thAt oth.... t..:hnologieis bo """Ioted for prmtldlng inlormation .bout lnta::llocUarus, wblch Dlly ba .... cortly and
eqlUllly or mote efre<:tlvo than . dotectable 􀁗􀁾••2 . The """"..Boord. In moporatloo . will> Prolect ACTION, h4'I t ........ '1.apI 10 fu1'thor denne .peclfic IIr1!M of...........
that ...... neQIu.t.t)' In ord••1.0 provIdB adtiqUOI.a intannation tor 1M!destrI...... wha ..... blind or \'IlIuall,..lmpalnrcl at ao.sln,.,lntatoIlCllOllo, haunIouo vehicular ""'"".....d
",nec::nec::tlD&poolo. A p.anal oto:q>ert. "'ptCHntlnC ......1'10 who"", blind orvUlually I=p&Ired. .' d••lgnoro IUId engln"""" ed__ . _""",her:>, and swo ond l_1 I!"vernm.hto W41 es...mblm
InJUDI!! 11111l11O review th••>doUng -..do on podo.lrlm. wllo ...... blind or vlaually lmp4lrod and 10 develop a 1II0tom""" of ......1I.tch need!>. It J. anUclpaIed thai" final otat.menl
of ro...arch JUIOda will 􀁢􀁾􀀠Ivallable by the ...romor of 19116. The ACCII.. Iloatd b .... abo..I.bllshed al1 advlilory <:ommitt" tu eonduct a comprehensive _law of IIDMC. Tho ..dvisotj'
¢o"""UI.... hILS rormood ..,,,,,,,,[ . subcommittees. 􀁬􀁮􀁤􀁜􀁴􀁤􀁩􀁬􀁾􀁡􀀠a . communlcellon. $ubcommltt..wldch conoid,rod tho detectable warning ""lutnlrocnts. Th••"bccmmll1ee. b....
present.a their Noomm<l1ldatlon. to tho full.dvbory COlXlInitt.... wblch i. naviowlng the recomm<mdatlmls and wm Issue. fin.l roport tatho 􀁨􀁾􀀠Board by Septumb<:r 1996.n..Access Board
plllnS to InItiat. ruJ.mak!ng to revi..,lInd up"'''' ADAAG based OIl the advlaoty committee'. reportIn fiscal y"ar19Q7. The Acceos BOIIId Intend. 10 nddre.. the requl...m.nta for dot...,..bl.
waminll" In the pllUlllod Nl......klnS to ..."ia" and update ADMC. a/Iu consldcrinlt theadvi50ry coDllllitl<l/l'. ....commendatlons ....d .vallable .......arch doto. '.In view of.dvlooty
commiu",,'. activltles and Ih.planne<f'.(ulomaklna \0 ",vi... lUld updnto 􀁁􀁄􀁍􀁃􀀮􀁾/lCCI!S$ Banrd. lb. Oopartm.nl ofJtutlco, OJId 1ho o.putm.nt of'naruIport.llon . prop""" 10 ••Iend
tho Juspensl'>n ofth.. lfi.NM&.tCb 􀁊􀁈􀀧􀁏􀁾􀀠􀀮􀁾􀁾􀁾.. dat-.c;t.b!. wlirtl1ua. 1.I:I.\rodIoIC. W,.,'-nI ta Glhe:t 􀁾.... tcl.m •. Th. 􀁎􀁾􀁢􀁰􀁴􀀢􀀧􀁏􀁾􀀠Iound U... _wi p.d.alri....
11dortdlh" detOofNlbloWWDJ...uad",,, m.tJor prabl.1'I'U W.N .n(l:O\u'tt«Od. . dotoct.blo wamlnn' nlqulrJllOonlS at curb NUUpw. hazoniuus vohicuw (UCNlj. and r.necting pools from July
26, 19QO 1(> July 2G. IQlI8. Tbts ,,:.ton.Ion will allow tho /\.e"",," Boord to con.ldorll,o TOCOtn""",d4tions of th••dvioory oommiU"o lhat Is C'Ut1"'Ont1y rovtowirt8 hDhAO ""d oYlllloblo
.......,m dul4. aad 10 add.-the ""Iul...",.nts In th" l'I ...... od 􀁮􀁬􀁬􀀮􀁭􀀮􀁾􀂷􀀠.• 10 "pdolO and ...,ric. ADIIIIG. ,llegul_IDry1'_"'atte.. 1'!:UI M!"'lSJi Bo.ud, the o.partme"t
or }WI!lce. and tho IlepartJrI..., of . n.n.portlUOI;' hitve 􀁬􀁮􀁤􀀧􀁰􀀢􀁾􀁤􀁥􀁮􀁴􀁬􀁹􀀠dal4rllllned thel thI:I propoood IIlI.. I. ItOt a Illsolllc:ant roguWoxy action WId"" JllcMI1t1Vt
Ordc t286l1. A_tdIngly, I f1ISIlI&tocy 000lylll8 􀁾nql ""Iutrecf. n I. a algniliconl tul<I und.... the DclpOrtm"nl atTtIIllOport.tIon'. "'&UJ,f.Qcy pollcl .... awl procod""", alnce It
amaa.ds tho agency· ......... rlaInIJ withDI",billtl••. Act 􀁮􀁩􀁴􀁎􀁬􀀮􀁴􀁩􀁣􀁾􀀮􀀠which are 0 algolllca.v.l nile, n.•.DopostmOllI 􀀮􀁃􀁔􀁮􀁭􀀮􀁳􀁰􀁾􀁵􀀮􀁯􀀢􀀠• expocI.O tho "",,"omlo
hnpoclo to ba mfuI....1and has lUll P"'l'ared. full ...... J.tory evoluallor).. 'EX<OCUIln O1:der t2815l'tohibi'....",100 from p..,."ulgatlna IIIIl roguIal.lon thAt i.h<?t 􀁾􀀬􀁢􀁹􀁟􀁴􀁵􀀢􀀬􀀠aad
thAI cr.at..a IlW:Hlalo upon. Sta"'. local. or triboIl g...amm.nl ......l... cort.ln eondltions IlnO met. Thill proposed rulo creal"$-nQ new mudate. Canol.lllnt with th. _plrll of Execull.v•
Ordor 􀁕􀀸􀀱􀁾􀀬􀀠thl. p1'Op"",d rule continues the tu.spen.lon, of en 􀁾􀁴􀁬􀀮􀁕􀀦􀀠rogulnrory requl"""ent to allo ... for futthor review "rtho ""IUIt.m.nl. 'I'ho A""""" Boord, tho
Oepll11.monl of 1...r.1co. and Ibo Dcll"'rtmonl o[ TranspOrtiltlOll have otIJo Indapond""tly aort!fted under aocIlon 6Q5(b} atIb.. '. Regulatory FIODdbIUty Act thatthlc plOposod ro.la
allOt ""I""'Ied \0 hllve • Ilgn!!!cqnl..,cmomlc Impact QtI • substllllll.l number of"",ill entltles bet:a...., It continues th. IIWIptlUlOll. 0 [ .... ""btlna Mgulalaty roqllinlm4nt
and does notl...p"'" any n.w roq"lromc[lt. 'l'herefcmo. an Inltlnl regulatoxy Ilmdblllty MAlyO!' Ia not '!9uirod. Tm <>fPropooed Common ltlalo• Tho text of tho 􀁾􀁯􀁮􀁵􀁮􀁄􀁬􀁬rul. l>
rovlsod 10 .....<1.' folio,",,, 􀁴􀁾􀁟􀁟􀀠Te"""""ry ""'*'''''''ofQOIrtlI<! <10""'_womlll9 "",,1_10. The detedabl. wAmlng rcqulrClme"t.:Jconl4in.cI in !H.1.7. 4.29.5. and ••29.6 of.ppondl>:
A to lhl, p.ri are ouapondod lemporarily untliluly 2.6. tgY8. ElYUt:i sn hdopUt.n ofl'ropose<l Common Rul.. 11m OS""">' """,ifie p"'pooW 10 adopt 􀁴􀁾􀀮􀀠propoood C<lrnm<J"'rulo. wl,tlclt
'PP"""'. Il,., ond ofth. common prumble; o.ta ...l fQrth balow. DEPARTMeNTOf' JUSTICE Offlce of \lie Altai'll")' GellQraI 28 CFR Part38 U5l of S'Ibjo<.Io in 28 c:FR. 'art 36 Administrtliw>
p",ctl"" and proceduro. AIaJbol1Jm, BaUdlnp aitd facilili... Il...ta;s and indUstry. Civil' rights, Con_prOl..:tion. Drug lib ...... Historic prasornllo... HIV/AIDS. I!>dlvld"ah wIIIt
disohllit1.s, a.pottlng and rocordl:aeping NqUI:cm'[lta. . 'l'rmspartatlcm. Authurily aed 􀁾􀁭􀁣􀁥􀀠.' . By Ibe audlarity "..led In'me ... Attorn.y c......a:I by 28 U.S.C.IIDS; 􀁾􀀱􀀰􀀻􀀠!I.U.Soc.
301;III.ch2 U.S.c. utes, and , lDt tho ..........t fortl:i in. the commou' pnamble. ptIIl3" ofcbapltt I of title :ae attho Codo at􀁆􀁾􀁲􀁡􀁬R<:sulllio"" Is 􀁬􀀧􀁲􀁯􀁾to be amondm ...folia,,:,'
. PART 3&41ONOISCRININAllON ON THE 8ASIS 01' DISABILITY BY PU 6UC ACCOMalOCAnON$ AND I" 􀁃􀁏􀁍􀁍􀁥􀁒􀁃􀁍􀁌􀁆􀁾􀁾􀁵􀁮􀁅􀁓􀀠1. The aulhcrlly citation fur,l!ll Cl"R port .G 􀁾􀀢􀀢􀁴􀁉􀁭􀀱􀁥􀁯􀀠to
r..d Il$ rdUQWt: AWhoclIy;SU.s.C. sowze u.s.c. sw. S10; 42 U.s.c.l:n8ll(b1. f 3&.007 (lIn\MiSJ 2. Soctlon36.40711I'O'1i5od to ... lId .... act forth at theeD.d ofth.common preamble.'
• I __ a-, . .tIltomoyGenorlll. ARCHITECJURAL AND TRANSPORTAnON BARRIERS COMPLIANCE BOARD 36 CFR.Pllrt1191 Lid ofSubjod lit 3GCFlll'art ltlll Bulldi.""d tadllU ..... Civil iighto. IndlvidWlI.
""Iil dl... bllltl .... I\ulborilyllid hluanc«' For the _IU$<It fmth In tha • common·prNmblo. pa.tt.UII-l·ot tltlo 30 ofIb .. Cod.or l'ed.rol ReguiotlOI1&Is p""posed 10 be Ilme..d.d
.. follows; 
r170 • d 1\:1101 ... • :/.6Z34 Federal. RIlSIst"" I Vol. 61, No. 12 I Friday, April 12. 1995 I Prop<lllcd Rules PART 1191-AMeRICANSWffit DlSA8Iunes Ac:r (ADA) ACCESSlBIUTY.GUIDEUHeS
FOR BUILDINGS ANI) FACILmES 1. Th. nulhortty cltaUon for 36 CFR . p1U'l11&1 conlin""" 10 ..ad .. follows: I"allorill:. 42 U.S.c. 12204. § !101.2 tAO'4bed) 2. Section 1l91.21novised fc
read IS set forth at 􀁴􀁨􀁾􀀠end ofth. '"'''''''''11 preambl.. hulhorl<O<i by yola ,,£tho ""'""Baud... F.bNoty 23, 1_. . . Jolm H. Cad"", . Chairman, 􀁁􀁮􀀺􀁉􀁴􀁉􀁾􀁴􀀢...1and T'"""pottaUat>lIairlr:n
l CompllanCff_,d. ' '. ': DI!PARTMENT OF TRANSPOm'A'TlON orne. \>1 til". Sect<lllllY <40 CFri PtIrt 37 [Jj;t of Subjecll In 4.0 CF1t Part 37 BUIldln8l' md facllltl ..... B_CMI rlghl
•• lndlvld""l. with dl ..blUu.. •• Mass tron.porlatlon, Rallrolds. Rep,!ning I1Ild recordkooplng requiroRlenl" Tro.nsp.rt..u"", 'Authority «ad l.uuance For the' "",.mi. setforth In 􀁉􀁨􀁾􀀠COIlUD""
pr._ba, put 3' oftill. 49 of the Cod. of Feder«l RegulatiQns I, propolod to bObO·.""wded ... follows: 􀁐􀁁􀁒􀁔􀀳􀀷􀀭􀁔􀁒􀁁􀁾􀁳􀁐􀁯􀁾􀁁􀁔􀁉􀁏􀁎􀀠" seRVICES FOR INDlVlDUALS·wtTlI , DISABrunes
(ADA) • . , J. T,he authOrity dtot1on for 49 CI'R .. pllrt 31 conlh\u.. to ....das ,'o!lei...: . ""III.city' Th. Am..i.,.." _ DIHbIUU.. Act bCtollO '.2 􀁕􀀬􀁓􀀮􀁣􀀮􀀱􀀲􀀱􀀰􀀱􀁾􀀱􀀲􀀲􀁕􀁉􀀺􀁾􀀧􀀠U.s.c
. 322. U:t.1S' (RevI.wdl " 2. Section 31.151. 􀁾􀁳􀁯􀁤to ....d IS , ...t forth at tho end of th. common ·preambl.: . Po.od, ....pl'il 5.19Q"Nan.,. Eo "'d.dd.... i\c'UnS SecmtIlY<J{Tltlll'p<HfttfJ()A,
IF!!. 000. 􀁏􀁾􀀰􀀷􀀱PlI.d .-11-96; 8.45 ...1' ..􀁴􀀮􀁬􀀮􀁉􀁈􀁾􀀠􀁥􀁯􀁯􀁾􀀠"feJ.-q'....,..•uO'....4'....,....u..., ,,' 
Fax Cover Sheet Date: . t;;} I?lqw dill illl 􀁁􀁴􀁴􀁥􀁮􀁴􀁩􀁯􀁮􀀺􀀬􀁾􀁊􀁏􀁾􀀮􀁌􀁊􀁖􀁬􀁌􀀭􀁖􀁊􀁌􀀭􀀭􀀭􀁉􀀶􀁡􀁾􀁖􀁴􀀮􀀮􀀡􀀮􀁲􀁮􀀺􀀮􀀮􀀮􀀡􀀮􀀺􀁾􀁾􀀺􀀮􀀮􀀮􀁵􀀮􀀮􀁊􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀁲􀀺􀀮􀀺􀀺􀀮􀀮􀁌__
ACME BRICK # of pages', '" (including this page) Please contact our office immediately if you do not receive all of this fax. Phone 2141241-1400 Fax 2141247-0950 ACME BRICK COMPANY 􀁁􀁾􀁤􀀮􀁍􀁬􀁬􀁯􀁟
􀀱􀀯􀁊􀁥􀀮􀀠11􀁾1 SHADy TRAIl. •DAiJAS. TE<AS 7SZZ9 􀁾􀀠l!!.:: 21.;.'24'(􀁾1400 
'IIN</\ I"I/V-' vl'v 􀁾􀀧􀀧􀀺􀀺􀀻􀀠,l}M Y\IlQ.(k-" AslM 􀁃􀀧􀁾()-' AcME BRICK OOMPANY IHIl1AL 24HR. 6Hl\ BODY RATE WATER BOIl.. SAT. OONPFEaS Ii IF IIflICK SUCJICt.I ASS. ASS. OOEF.
EmIENGTH THAW FAIIJJFtE flO.) .... ICIIt MODE !'!!l !'!!l e! l!I!! I. 2.0 0.9 1.2 0.75 28,_ !. 3.4 1.6 2.1 0.76 22,06521_J. 5.8 2.7 at 0.69 I. 10.6 4.0 5.5 0.73 17,125 i. 11.7 8.5 8.4
0.77 17,260 \vi. 8.7 3.1 4.2 0.74 20,911 A.8.ToM. 8pIoftIcIIIan BOIL AIlS. BAT. IX&' STRENGTH AVE. !NO. Ave. IND, AVE. NI. 'flit' 17.0 20.0 0:,. O.llO 3CIOO 2IIDII' "lINt' zz.o li!IJ.O
o.ea o.eo 2500 ZiIIIO \UINNIJ TeMfIEPA11.IRE Plant m.c:UQElICE Nell __ InIIuIIIGIIInt 􀁾􀁰􀁃􀀡􀁳􀀠'f&ZE.THAW InT.. tIIIck IIIIIIIt _ .peelll II 4111 !tCI!I!!IIn!! fill ABTM C8C1288*
P.W 
to ClZt8-Cl2d. "" t'uuv: TUP r<JWu'\Y ''''VW\I'o.\ • I I,IVlV'oI-\ VV\,J W\Lv 􀁦􀁉􀀮􀁾􀀠f\Sl'\t4 C'10a-rf\ ,ACME BRICK COMPANY lSl RESEARCH AND PRODUCTION SERVICES 0.: • ...J􀁾􀀠􀁾􀀠I'!i
PLANT: lUP o 'XNOId U3 Ib& U1Kg RECEIVED: 2-23-96 ..... 􀁾􀀠TYPE BmCK: SolId Mod Velour RB'ORrED: 3-13-88 I'i;, ..v􀁾􀀠MIX: BL·2 Run #118118 F-T COMPLETED: INITIAL 24HR. 5HR. BODY RATE
WATER BOIL SAT COMPREss. COMPRESS. FfEEZE BRICK SUC110N AB8.. AB8.. COEF. STRENGTH STRENGTH THAW FAiLUflE (gmI/mIn) (paO (MN !9,q MODE􀁾􀀠 r!l Ml 􀀨􀁾􀀠l!l 1. 11.7 5.1 8.7 0.76 8.829
87.8 OJ 2-10.& 4.5 5.8 0.71 13,280 91.5 3. 14.1 5.3 6.8 0.78 7_ 54.7􀁾􀀠4-18.1 8.3 7.8 0.81 10.498 12.4 5-18.0 5.8 7.1 0.79 10.630 73.4 􀁾􀀠Avg. 14.2 5.3 8.8 0.78 1!l,429 12.0 STRENGTH
PSI MPa SOIL ASS. SAT. COEF. Ave. IND. AVE IND. ,IAVE. IND. AVE INO. 'WI' 17.0 20.0 0.78 0.80 3DOO 2500 20.717.2 "MW" 22.0 2.5.0 0.88 0..80 2800 2200 17.2 15.2 BURNINGTEMP. PIanI EFFLORESCENCE
BIIoAlllOlld ClB walved; cold __ ab&aiplloo dolls nat 4Kud II%. 􀁾􀀠COMMENT Sdcfc maet "tIN" epacIIk 'DrIS &OCOIdlII9 10 ASTM CO: Tony rlall'''PeTumbU. GIlly Paup :0 􀁾􀀠
Sasaki Associates. InC!. F " c s m I e Transm t t a I l'tanning: 3122196 Arc:hiteQtute 0lII9 landscape Art:hitecture UrbanOpign Addison CireJe SA#S1443.00 Transportation Planning Projeet
nsmefnumber 􀁃􀁩􀁶􀁩􀁬􀁅􀁮􀁧􀁬􀁾􀀠Bryant Nail fnvironment81 $efY)ces To Int_Design G..􀁰􀁲􀁵􀀮􀁾􀀠Columbus Realty Trust Company 110.5129 Fac5imi1e number Voice number N!IIlCy Fleming
Armstrong 2 8:45AM TiJ1l9 Transmitted by /cc: John Baumgartner, Town ofAdmson 931.6643 fax 􀀱􀀹􀁚􀁾􀀠San Jacmttl' Street Oallas, Texas Telephone 2149229380 􀁾􀀮􀁣􀁳􀁩􀁭􀁩􀁬􀁥􀀠214 954
0687 75201 
II April 19!Hi Tho 􀁓􀁨􀁩􀁬􀁬􀁩􀁩􀁮􀁩􀁦􀀯􀀮􀁣􀁾􀂷􀁾􀀠b\'tI\e sidmllnl Appl/Cltim PS. I. " .. ' " l:' ,:.:,,􀁾􀀠." . ' .. . .'-CtIIlPdf... : 􀁾􀁉􀁉􀁏􀀮􀁄􀁃􀁉􀀨􀀻􀀠26. '0' X::::':Z ••
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D, COLUMBUS REALTY TRUST DEvELOPMENT DiViSION 170·5151 FAX; 770·5129 MEMORANDUM TO: Nancy Armstrong, Sasaki & Assoc. FROM: Bryant Nail DATE: March 19.1996 RE: Brick Pavers· Addison Circle
cc: Andy Oakley, Huin·Zollars John Baumgartner, City of Addison Through our diligence we have found a paver which we fed 􀁭􀁾􀁴􀁳􀀠the needs of the city from a maintenance and durabIlity
standpoint while at the same time meeting our goal of a material which has character and lends a "patina" to the streetscape. Please review tlUs at your earliest convenience as I need
to arrange for the quanti lies needed to be available. Thanks 
1 '. ' --" . McCreath Laboratories, Inc. 6'Q Wlt;LOW STltUT 􀁾􀁂􀁖􀁒􀁏􀀮􀀠􀁐􀁅􀁾􀁙􀁌􀁶􀁁􀁎􀁛􀁁􀀠17101 􀁾􀁷􀁲􀀻T_1 ;'0. 􀁾􀁝􀁾􀀹􀀶􀀠__ REenvt D.... 1'. QIfN-Q£RY r;12BJ'!.lJQlUt\d.IJntlolQf,,"I__􀁾...
.....-,JUotlN.1.2 7..J.19,.,9...􀀴􀁾􀁟... ........ t"k. 􀁻􀁍􀁬􀁾1.1 II 􀁾􀀱􀀧􀁴􀀠1';( Twa:" 􀀦􀁤􀁊􀁾lrielr: 􀁾􀁉􀀮Ie k-OOrd6eu wl.dt 􀁾P_lczsd:D1' (..0'.". 􀁾􀀮􀁭"".:ww otT 􀁑􀀭􀀮􀁴􀁺􀁴􀁾􀀠.nli
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�􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀠svcno>; I ItI'Vl.OIUtGCIll"C« 8970 '61.9,.: 1.9 0.46 IlATH 12 􀀮􀁾􀀮􀀠􀁾􀁎􀁏􀀠􀁬􀁩􀁦􀁦􀁬􀀢􀁾!!.n'l_, iO 3.0 0.15 1/1$/0 􀁉􀁾􀁉􀀠8; 48 Z.J 0.48 iINI;I Effiq,.....""{.
􀁊􀁊􀁩􀁉􀁏􀁩􀀳􀁾.•i i 4.1; <.5' O.S) , I---+_..__.-,,-+-1-----.-----j'---.'-r -_._--.+---IE....".. 75JO 􀀨􀁮􀁾􀀩􀀠=-:l. 4.8 2.J I 0.49 II) /"I'1l1k rept!:I''''hlQ by tl\Al I&tJ fQUI!I
􀀬􀁾ben '!omrly .......􀁾􀀠t/:wl 􀁾􀁲􀁤􀀤􀀨􀁊􀁉􀁉􀁥􀁴􀀡􀁮􀁾􀁁􀁴􀁬􀁱􀁬􀁊􀀧􀀠(ABTM c.J'l·fll f<rr *e!J' Sndt cQn.o. SM.) aru1 M'qbaje Bnct {0rIdr;J MS. ). !!uti.:!., So"UASTl>! 􀁾􀀲·90.<1(0"...,
SW. MW. /.w\. 􀁐􀀢􀀢􀁑􀁬􀁬􀁲􀁩􀀧􀁾􀀠(,u'l'!>! c:: ,..._ (0..->W. \\W)..... P_r<" Lips T"rn, """ ."'" (,o,sT7.! C\I02. ·CI_.,.) MX. 'fA. S)( III mol.....) '!yo< I, 11. :(1, 􀀢􀁉􀀻􀀾􀁲􀀢􀁾􀁴􀁯􀀬􀁯􀀠Ill
iIA o.CZ\3 o<Ill Q,(74, 0.0'1 􀁾􀀠W 
ea/19/1996 10:40 2149667684 TOWN 􀁈􀁾􀁬􀁬􀀠OF ADDISON PAGE 64 FROM C'OLUM13uf flEALTY TR!::n .,; 14... 􀀷􀀷􀀰􀀭􀁾􀀠129 .lfU If.'" II ..."WMil'UIl ...., '"'11 laborltoriel. IDe. _ .,.......􀁾􀁟􀁩􀁖􀁬�
�􀀮􀀠JllfiM,YANIA l11GL__I I I ...."-.......81..______ .. _" I. 􀁾􀁾..􀁾..􀁾􀁾􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂭...... 􀀮􀁊􀁩􀁉􀁦􀀪􀀡􀁴􀁉􀁉􀀺􀁉􀁉􀀮􀁾􀀧􀀡􀀢􀀧􀀢􀀭􀀭􀀭􀂭..
I•II a, " I•" ", 14 S ItJ II II a •• ....... C a, t ..... ___" bl _(4'-'1 1.1 "U,,<fIJ.I) c.tI "'JO(l2.Jj '" ,.(11.11,1 ", 7lI'(41) I.' ..fIIIJ 4.1 , ..,__ CII'I-N_ •_...􀁴􀀮􀁣􀂥􀀵􀀺􀁷􀁾____""'c
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. ,..,... ""!" ' .. *. 􀁾􀀮􀀬􀀮􀀮.. . .." SIS 'iii t • ... 0• '0 
(')4/19/1996 Hl: 40 2149607684 TOWN HALL OF ADDISON PAGE 02 II ArlTlI I§96 .:, j. :-1 , : . "'.' . . ,." . '. " "-""ft"'.A :.1-1/4") , " , I" CIoCItp """'on Oll'OClOr ofT""lmicai 􀁓􀁃􀀢􀀧􀁾􀀠CG'
Kallllll City Di.Lribulial, TO,", '0 
JAN 28 '86 13:54 Sasaki AcsocielM. Inc. From To 192& _ Ja.::imo Stroot 􀁯􀁾􀁲􀀮􀁳􀀬􀀠Texas Telepllono 214922 9380 Facsimile 2149540687 FROM SASAKI ASSOCIATES PAGE. 6132 Memorandum 1f29196
Addison Circle SAIl 51443.00 Brick for Paving Nancy Fleming Annslrong Jobn Baumgartner <:c; DK, AF, JM We n:ccived your fax daIed Janusry 25. 1996 with specifications and test reports
attached. A fOllow-up telephone conversation witb Kenneth Roberts at HuittZollars indicated the fOllowing clarifications; I. Bid lkhedule II; I. Item No. 201 states that the pedestrian
bricks shall meet .... Class SX, Type 11. The type intended is Type I,and this specification is in etror. 2. Brick Type; 4 X S Velour Paver.; with Lugs is intended to be the vehicular
brick. 3. Brick Type; Solid Mod Velour is intended to be the pedestrian brick. Based upon the above information. we have found the test reports to be consiStent with ASTM e902 -92 mJuirements
and should be approved fOr use. ** TOTAL PRGE.002 ** 75201 
MAR 21< • 96 9: 31 Sllsaki Associates. Inc. Project Subjoot Fro'" TO 1925 SiIIn Jac::into Street l;)aU85. Texas Tulvphone lfd 9229380 F....,."ile 214 􀀹􀁾06117 FROM SASAKI ASSOCIATES
PAGE.002 Memorandum 3/21/96 AddisonCircle SMSI443.00 Brick for Paving Nancy Fleming Annstrong Bryant Nail cc: John Baumgartner, DK, AF, JM We received your memorandum dated M"",h 19,
1995 regarding the test results from 􀁍􀁣􀁃􀁾Laboratories, Inc. dated October 10, 1995 for the Covington Modular Molded brick from Glen-Gery Corporation. Tlw following are our Cl>mments:
. I. Joon Baumgartner's letter to Andy Oakley dated January 22. 1996 stlJ!ed that the brick paver specification should require a elm SX Type I brick meeting the requirements ofTable
1 in ASTM C902-92. The laboratory test report makes no RMn"" to Cl>mpliam:e with ASTM CY02-92 which is the Standmd Specification for Pedestrion and Light Traffic P(n'irzgBrick and provides
no indication ofthc Clm or Type ofthe Covington brick. 2. This brick is identified as a modular brick, which are modified standards from the ASTM C902·92 Class SX Type I standards. It's
Rported compressive strength is suOstantiaily lower than the Class SX Type I. 3. It i> indicated to be a report ofTests on Building Brick. Based upon the information contained therein,
the Covington brick does not meet Ihf: 'required specifications. ** TOTAL PAGE.002 ** 75201 
Sasaki Associates, Inc. 1925 San Jc:cinto Street, Dallas, Texas 75201 214/922-9380 Fax: 214/954-0687 TRANSMITTAL FORM To: DART 1401 Pacific Avenue Texas 75266 Date: Attention: Project:
-,,-11:::23::.:'.::..9=-6__ Proj. No.: Connie Santa Cruz-DART Transitway Mall 90515.08 i I We are sending you via: [ ) Federal Express [ Copies Date 1 02515-049 1 02515-050 I U,S. Mail
No. ; ! i r nrrl'..... ' -• t '., )i ,-., ") ,:OCri X 1 Courier [ I FAX ( 0 'vvO , ; --J . 1 "r<-;) Description i , 􀁉􀀭􀁾􀀠',_'" ,.', c) L .; Granite Cobble Crosswalk Mock-up Granite
Cobbl" Grout Color Additive :::lee-I 􀀱􀀭􀀲􀀭􀁾􀁊􀀱􀀨􀁯􀀠lo..,.' 􀁾".a_'.,A::DC h. <'.. 􀁾􀁾􀁾􀀠• K-These are transmitted as checked below! For approval Approved as submitted Resubmit
___ copies for approval For your information Approved as noted Submit copies for distribution As requested Returned for corrections Return corrected prints For review and comment ___
19For bids due Printed returned after loan to us Remarks: Signed Paul Weathers J Copy to Tam Howard [fax), CB, LB, SEH, 
. 􀀢􀀬􀀺􀀺􀀻􀁾􀀺􀁬􀀺􀁾􀁴􀁦􀁾􀀱􀁾􀀱􀁾􀁾􀀺􀀧􀀠" '! . " LETTER OF TRANSMITTAL No. 03686 Project: DART paD 􀁾􀁌􀀠JOb: 92000193 BECK 􀁐􀁒􀁏􀁇􀁾􀀠􀁾􀁁􀁇􀁅􀁍􀁅􀁎􀁔􀀠302 N. Market I Dallas i
'I'X 75202 (214) 748-8191 i January 19, 1996 " •...Attn; TOM 􀁈􀁏􀁗􀁾. i -. 􀀬􀁾􀀠Ref, 􀁓􀁕􀁢􀁭􀀮􀁩􀀮􀁴􀁴􀁾􀁾􀁳􀀠 ; i I x Attached I Separate 􀁃􀁯􀁶􀁾􀁲􀀠Via: ¥ail ,I ' , /x Sl10p DW9:
,I Samples' 􀀬􀁓􀀧􀁰􀁥􀁥􀁩􀁦􀁩􀁾􀁡􀁴􀁬􀀻􀁩􀀩􀀬􀁮􀁳',1:-􀁰􀁲􀁽􀁾􀀠􀁾Plan,sLetter ., Cliange Order) -Other: MAJ:>i i'I'tDM 􀁓􀁕􀁂􀁍􀁉􀁔􀁾􀀠, 1-'. '. ; ,rJ 1,.",,/! StatusNo. Date Transmittec1
.. , !lese::, t' --': , ...;.. 􀁾'/; ......,. -:, -:1' 􀀱􀀱􀀢􀁾􀁰􀁭􀀧􀀠ROC', . ". .. :,If For Revie"" lind "Comment .! " . -Approved As Submitted 􀁾􀀠•• j -_ Approv'l'd As Noted Returned
,After Loan' ! " ONSTRUCTION ,'..'r RO'C S'U1!nlitt,,].< O}51SjQ49:, NEW '<:i'r'antte Cobble Mock-a", .,\co' 􀁲􀁾􀀬􀀢􀀠>':r 􀀡􀀬􀀿􀀬􀁩􀁮􀁴􀁦􀁴􀀺􀁮􀀹􀁾􀁯􀁬􀁯􀁲􀀠Jo),'" <./::r.,1 ) ,;:i
tran5mitte;:! fot' your aoti6n: as noted,:! ;"' ')' ': " , Returneo For' corree::tions -􀁾􀀮􀀮􀀮􀀮􀀠'/' ../Resubmit, 0 Copies For Approval • --;::.... " ',' _ Submit: o ,copy, For: pJ.llltribut-ion
' Return, \, 􀁾􀀬􀀧􀁣􀁯􀁰􀁩􀀺􀀢􀁬􀀡􀀡􀀠C,?rrectd Print 􀀻􀀧􀀮􀁾􀀠..•. -' '/'/-. "',􀀬􀁾􀁲􀀠,,'..,. :' , 􀁾􀀬􀀠! .. . ." '. JAN 􀁺􀀺􀁾􀁾􀁩􀁾􀁾􀁤􀁨􀁾􀀧􀀦􀁾􀁾􀁪􀀧􀀭􀀧􀀠' • ',;"._._ o· ....
􀀭􀀮􀁾􀀠: , , .", ':<:;.:, . •• _0, .... f ! 
---' .. --;" 􀀢􀁾􀀢􀀺􀀢􀀺􀀧􀀮􀀻􀀠ROC CONSTRUCTION, INC. 􀀮􀀮􀀻􀀻􀀭􀁾􀀮􀀠􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀣􀀽􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀀽705 W. Ave, 8 Suile 204 • Garland 1'exas 1.5040 • (214) 276·411]
• Hu (214) '276-;5493 TRANSMITTWSUBMITTAL. TO ' GILBERT OF TEXAS DATE:JANUARY 17,1996 302 N. MARKEl ST. SUITE 306 DALlAS. TX. 75202 􀂮􀁾􀁀􀁾􀁬􀁜􀁗􀁬􀁴􀁾􀀠􀁾􀀠JAN 231996􀁉􀁜􀁔􀁔􀁾􀀬􀀠
OLARA BECKETT WE ARE SENDING YOU 􀁁􀁔􀁔􀁾􀁃􀁈􀁅􀁄􀀺􀀠MOR.TAR COl-OR S5BMIm'AS$lCIATES, INC,' R.E: : DART COBBLESTONES VIA: i U.S. MAIL -FAx : Prints Sepias __ShOp Drawings ......-;...:
Samples X Brochures __Bid Documents ___L Architecturals--Structurals __Gertificates/Affipsvils· ....--+-! Gopy of letter Specifications I 1----.......-_----""---_.._ .... _---,-􀁃􀁏􀁰􀁩􀁾􀀤􀀠Dale
Drawing # DeserlBt!Qn Coloring Additive Literature I We 􀁾􀁲􀁥􀀠tfansmitling;this: The following action is requested: •! . ! _x_ :'. For "ppI'Qval Distribute for coordination For revision
. Proceed with fabrication fiLE􀀭􀁾... 􀁾􀀠For information Distribute for construction _! For bid preparation _ Return Print(S) of each _ l As re/:luested None Reql,lired t .. , P 􀁾􀀺􀀠
". 􀁾􀀭-RemrrKs: PLEASE APPROVE ASAP. THANK.YOU." " . F=! • Sincerely,_, . -; ...:.l.-.􀁾􀁄􀀮􀁾􀁑􀁰􀀬l'Romt'o O. Collazo, Jr. PresIdent I I ! JOB If. /\0 4"1 
􀁔􀁾􀁕􀀧􀀠Torte 􀁍􀁏􀁾I ASi 􀁃􀁏􀁌􀁏􀁈􀁾􀀠􀁾􀁗􀁴􀀠If: .. TtQN 􀁖􀁊􀀧􀁮􀁾􀁪􀀮􀁴􀁃􀁔􀀧􀁑􀁎􀀡􀀺􀁦􀁑􀁬􀁗􀁦􀁴􀀠0.1;' $1\(111'1 uc.al.1 , I, I I I I SASAKI 1925 San Jacinto 81.. (214) 922-9380
􀀿􀁴􀁊􀁾􀁓􀀻􀁻􀀩􀁓􀀢􀀠􀁾􀀬􀀠􀁾􀁾􀁾􀀮􀀽􀁾􀁾􀁾􀀠OTHER DAVIS PRODUCTS: tntegral Colors forConorete DavIs CDlor-Seal True Tone Mortar Colors . 􀀧􀁾􀁃􀁏􀀡􀀮􀁏􀁆􀁬􀀠STANDAROS FOR THIiCONCAI;TF
INOUSTAY" I!IU;T1!I'1'J HiAOQUAItt!A$ ANti 􀁐􀁾􀁁􀁎􀁔􀀧􀀺􀀢􀀠.. 1 Mulrklrk Rood, 8.1""';11&, 􀀡􀀧􀀯􀀧􀁏􀁴􀁹􀁴􀁾􀀡􀁬􀀻􀀧􀀡􀀠2O!OS"(301) 􀁭􀁩􀀭􀀲􀁾􀁏􀁏􀀠􀁾􀀬􀀠, ,( ; : 
􀀮􀁾􀀠DAVIS COLORS COLOR STANDARDS FOR THE CONCRETE INDUSTRY "-' gO\e9RINQ FO!=\ pnt::CAST 􀁃􀁏􀀢􀁬􀁃􀁐􀁉􀀽􀁔􀁬􀀽􀁬􀁨􀁁􀁏􀁦􀀺􀀱􀁔􀁁􀁾􀀠CONCRETE MASONRYISTRUCTURAL CONCRETE READY MIX
CONCRETE /CONCRETE BAICH<, 
• " WHY USE TRUE TONE COLORS? {)ver 􀀲􀁾􀀥􀀠of Ihe vtSul)1 (lurtae!! Of R bliok 􀁷􀁾􀀱􀁉􀀠􀁩􀁾􀀠􀁾􀁯􀁲􀁉􀀳􀁲􀀮􀀠Tne-entire willi desigll mWl! be contid'UQd, The US" of mO/I,lr oolore
19 a 􀁨􀁩􀁧􀁨􀁬􀁾􀀠effech"" M<1 jnellpenslve way to add 􀁢􀁥􀁾􀁜􀁊􀁬􀁹􀀮􀀠􀁥􀀻􀁹􀁾􀀠􀁾􀁰􀁰􀁬􀁬􀁡􀁬􀀠and 􀀱􀀱􀁉􀁾􀁬􀁩􀁮􀁧􀀠􀁥􀁳􀁴􀁨􀁾􀁴􀁩􀀼􀁬􀀠i value to masonry construction. Color eHowQ
grGaler f1exiliility in dosisn si;lce ' it oan be used to mRtch. complerru,nt. or contrast the unit belOg 􀀱􀁊􀁾􀁬􀀺􀁉􀁤􀀠whellHlr il is brick, block. Qr stOnG. 2. 􀁐􀁾􀁏􀁄􀁕􀁃􀁔􀀠DESCRIPTION:
TflJQ Iron!! 􀁾􀁯􀁬􀁯􀀡􀁾􀀠are pure pigments, 01 Ollf"",! the synlh...Uc; or the natvret 􀁶􀁡􀁴􀁬􀁾􀁴􀁹􀀮􀀠They Ieontain no tiller or artificial tldultil-rank and oro lmilorm frnm shipment
to Rhlpnillml ar,d beg to bag. f:!Gcause of their o)(trQ/'tely 􀁾􀁭􀀸􀀱􀀱􀁬􀁊􀁡􀁲􀁴􀁩􀁣􀁬􀁥􀀠&itC, they /I,ve Ihl! higM:sI possible tinUIl\! 􀁳􀁴􀁾􀁮􀁧􀁴􀁨􀀮􀀠TMy lUG iiI/lit/MI. IImoproo!
and 􀁷􀁥􀁾􀀡􀁨􀁥􀁲􀀠􀁾􀀶􀁳􀁬􀀡􀁴􀀸􀁮􀁴􀀮􀀠. I 3. 6ASIC USES: 􀁔􀁲􀁵􀁾􀀠lone color" may be safely VGod for the rOIOring 01 any type 01 11IIISQMy mortar. Th!y 6re IIt$O eX\1Gllllntly slllmbi!;
lor Ihe ,pi9TenlaHon Of concrote m8$onry. raMy􀁭􀁬􀀩􀀨􀁾􀁤􀀠concrllt!!, precIISI concrete. stuoco, pla"ler, grouts. 􀁴􀁬􀀻􀁬􀁲􀁲􀁾􀁮􀀼􀀡􀀠􀁾􀁮􀁤􀀠slml/er IIPtiIiClltiOM. 4. !PACKAGE
SIZE: 􀁔􀁲􀁾􀁥􀀠Tone cOiors arA /llIlIilabfll In a variety .O*'P8Cka90 9i!es. F-OI 1,1$" In ""."tar, 1M Ill! 'kl:lge size i; normally !hat (1M or two b es or COlO! are used perbag Of
maoonry cqmGI'lt. On S1l9Cilll' urder. It can bo p ckeged 10 comply with 􀁾􀁮􀁹􀀠uU!l!om mix d sign. Ollvis COIOTt an) also availllhie ill h Ik u<tcxaging. normllily Il 50 pound I)ao
COLORS; . I addition to our $tandarct colors. many 􀁾􀁨􀁥􀁲colors lire a\laltllblolnetudlno Qrp.6n$ I􀁯􀁾􀀬.. CO'!),. 􀀬􀁱􀀸􀁾􀀠!p.o!'!o art(! biUllS. Our 􀁾􀁥􀁲􀁶􀁩􀁃􀁥􀀠lahs can mateh
any shade you may reqLllre. F'Of Clean pastel "h/ldes, Ihc Uie 01 white cement and clean while or light $sn<;ll$ rFlr.ommended. 6. APPLICATION: A) 􀁗􀁏􀁁􀁋􀁍􀁁􀁎􀁓􀁈􀁉􀁾􀀠-FOllow tho
acceplf!d practicos ot g.ooo m8$onry C;OntltrucliOIl. B) TEST f!'ANEI. .-􀀤􀁾􀁭􀁰􀁬􀁥􀀠pansl$ Of ......, selected color$ should bQ cOIIWlIcleo with Johsile mllleritdGfor approval C)
MATER'tALS --Tile color of the. fii"j' compotlents 01 tM mix de5ign affects tM finished oolor. Band of fhe same type artd amolln! should be uS9d In every b"tcn. AggrAgate 􀁦􀁨􀁾􀀱􀁉􀀠conform
to ASH! C 14-1. Uae tM same type and bran(j of oemen! from tne s:!rne mill tr\rouolmu! 􀁴􀁨􀁾􀀠et:ltirc proiGOt. 􀁍􀁾􀀬􀁯􀁮􀁲􀁹􀀠come"t shall (;ulIform to SS-C-' 960/1 or ASTM e1/1.
II 􀀨􀁾􀁉􀀡􀀢􀀬􀁥􀁮􀁴􀀠Clnd limo are .(J$eQ. tile cement should cmnp/y with .;, . ASTM C-150 aodthe lime AS t MC-2or. ,. Water snail be 􀁣􀁬􀁾􀁡􀁮􀀠and Ireo of oollll"· : dOli! or harmful
acids. ,l.Ikl:tlis 01' Qrganic "materlalll. Adm/xturell may .!If'eet fin'; IlIhtltJ cotor3, Tho vee 01 cEtlclttm' On/orlde OU<td 6(:celer".to's and i;>th!!r! 􀁡􀁤􀁭􀁩􀁬􀀨􀁴􀁬􀁉􀁲􀁥􀁾􀀠cOlltaintng
chloride ions;!r",! nol feoommonaM wilh colored mortllF' 􀁾􀁶􀁡􀁴􀁑􀁭􀀡􀀯􀀮􀀠• , , i I I I I I I 
􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Ol PtlOP0RlIONS -U:!e I P1Hf 􀁥􀁾􀁭􀁥􀁮􀁬􀀠7. CAUTIONS:to Z'h Ito 􀁾􀀠parts sllOd. AI!
mMeriats inclUd!ng C9mMt, Sand, color. and Dos<lge shoul.d notexceed 10%color tla!leo water imust bit <I(:curately <;;ontroll9d on cement or coment·lime weIght. True lhruu5hOlit the
(lnti!,Q ,projp.r;t. Tone colors .hould be 􀀤􀁴􀁯􀁦􀁬􀁾􀁤􀀠in adry place. to) MIXING -Color Should be mixed in full 􀁢􀁬􀁜􀁴􀁣􀁬􀁩􀁾􀁳􀀠only. With 􀁬􀁉􀁾􀁥􀀠mix.er in opera8. SUGGESTED
SPECIFICATfON: !iou. 􀁾􀁨􀁥􀀠mortar milterials shall 􀁢􀁾􀀠Mortar joints arc to be oOlored with TwebQt..􀁨􀁾􀁤􀀠in the-lollowlng SeQlJtlnco; Tono Cement GOIOr II as manu· Add approximately:2/3
tho required 1aetured by Davis Colorl'latthEI r!lte of __ water! 'It thQ $lind, aU or the cement. all pound, per saek of masonry ceM;r\!.Of Itl r;olor by welyhl. then 􀁴􀁨􀁾􀀠(&main
􀁾􀁲􀀠of the SMO, Lei the bltlOh mix briMI , (ll"ld 111M slnwly acld !!nough 9. AVAiLABILITY:t 􀁷􀁡􀁾􀁥􀁦􀀠to bnng the mortar to the propgr True ll)ne eolors are, $old by n;cogniledconS!lslerH':Y.
00 not own wet. Tha buildiny rnat"rial dealers. lwnher yards,􀀢􀁬􀁩􀁘􀀩􀁊􀁾􀀹􀀠shall oontinue for at lell:;1 S conoreto block ane! ready llIi:.. 􀁰􀁲􀁯􀁤􀁵􀁥􀁯􀁲􀁾􀀠fmin tM lifter all
materials have boen throughout the United States. 8dCld. All batches Ilhould be' mixed to t 0 same conRilltenCY. Avoid retl.'m aring Of cololeU 􀁾􀀱􀀰􀁲􀁬􀁡􀁲􀀠If pO$eible. 10. 􀁗􀁁􀁦􀁬􀁒􀁁􀁎􀁔􀁙􀁾􀀠
F.) US G1: -It IS 􀀰􀀱􀁬􀁥􀁾􀁮􀁬􀀢􀁡􀁬􀀠that 1M mortar Information ('.f)olaifled herein is, to our best􀁢􀁾􀀠 !Jsod (lnd plac!\O in fined pOsition knowledge. true and accurate. btl!
;tl! rewi!/-tln 2'17 hourll, alter the original cOlllloendations or 􀀤􀁵􀁧􀁑􀁥􀁾􀁴􀁩􀁯􀁮􀁳􀀠are madem;",jiHQ 1'1, hOUfS on days abollll 80· f. without guarantee. Since the condilion$
ofTmlo of 100ling hAl; a definite eHect on LiSA are beyon<J O\.lr control the DaVISthAI linlSMCl I,;UIOf: of all morlar lotnts. Colors Company disclQims any liability􀁆􀀧􀁯􀁾􀁾􀀠be$t
uniformity. tool all inifllS at the inourfi/d .n conneCtion with th" U31) of Ollr sa 9 degrM of tlardru:llJ$. (mok,ture proq\Jcts and Information ¢OlltainM hera· co lentl If white cement
il) required, ,i',I. NO'pefoon Is 311thOri1ed to maktl 1\11)1gl' liS or similar t'!'PO tools are (tcom. ,:$'lll!$ment or reCOInmelll.it,tion I'IOt conIn l"ldlld, tlline,d herein, and
any suoh stlliemeol or r.) G NSISTENCY --Remember Con-' recommendation so madG shill! not bifid, si4tel'\cy i3 tho kllY to uniform COlOr -Ihe company. FurlhQrmore. nothing con-, cqMistp.ncy
in 􀁲􀁲􀁉􀁾􀀱􀀡􀁕􀁬􀁡􀁬􀁳􀀮􀀠􀁴􀀨􀀩􀀨􀀩􀁬􀁩􀁬􀁾􀁧􀀬􀀠water lalnlta herein $h!dl b$ c()M/truGQ o.S ", ' arid additives is a muM. Th& .l\me reCOmmendation to US$ IIOY product in, m:othOd;
01 application and gQQd conflict with eXIstlnC patellts covf;lting any' w:OrkmanshlP th<l! produce!!. qUlllity material or its ute, end no 􀁦􀁩􀁣􀁬􀀱􀁮􀁾􀀠'Implieo ligUla, mortar. will
produ<;:e quality 01 i., foot 18 granierl her;f!ln 'under Ule cfloreo mortar ,claims Of Any ",Slants. 􀁾􀀠I, i, , TOTAL P.0B 
Sasaki Associates, Inc. Planning Architecture Landscape Architecture Urban Design Transportation Planning Civil Engineering Environmental Services Interior Design Graphic Design F a
c S m e T r a n s m t 1/23/96 Date DART Transitway Mall SA #90515.08 Project name/number Steven Solka cc: SEH To BECK Company 748-7876 Facsimile number Voice number Paul Weathers From
2 12:52 PM Number of pages transmitted (including transmittal) Time Transmitted by Extension Comments Reply to Speed Letter concerning TGSq grout color. 1925 San Jacinto Street Dallas.
Texas Telephone 2149229380 Facsimile 2149540687 75201 
• • J,. . ,-SPEED LETTER <·", .. L.JI:?GEN I TO"",-'􀁟􀀭􀀢􀀬􀁂􀁾􀁦􀂣􀀻􀁥􀀺􀀮􀁫􀀺􀀭􀀺􀀺􀀮􀁊􀀮􀀡􀀮􀁤􀁾􀀲􀀬􀀴􀁾􀁴􀀺􀁲􀀺􀀺􀀡􀀮􀀮􀀭􀁟􀀫􀀭􀀭􀀭__' 􀁒􀁟􀁅􀁟􀁃􀁟􀁥􀀮􀀮􀀺􀀮􀁉􀀮􀀮􀀺􀀮􀁖􀀮􀀺􀀻􀀺􀁅􀀻􀀮􀀺􀁄􀁾􀀠􀁆�
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7 I 
Sasaki Associates, Inc. F a c s m e T a n s m t t a Planning 1123/96 Architecture Date Landscape Architecture Urban DesignDART Transitway Mall SA #90515.08 Ttansportatlon Planning Project name/number Civil Engineering Steven Solka cc: CB, LB, SEH Environmental Services To Interior Design BECK Graphic DesIgn
Company 748-7876 Facsimile number Voice number Paul Weathers From 2 9:44AM Number of pages transmitted (including transmittal) Time Transmitted by Extension Comments RFI #1798 .. 1925
San Jacinto Street Dallas. Texas Telephone 214922 9380 Facsimile 2149540687 75201 
GILBERT TEXAS CONSTROCTION coap. 3()2 N. 'Market St. , ..,: ..RECEIVED Dallas, TX 75202 214 748-4595 JAN 221996 flI1IIlt, Inco lRequest for Information #1798 Granite Rug crown-Pearl
Sta.Sdwlk. Project: 􀁄􀁾􀁒􀁔􀁦􀁂􀁄􀀠MALL Job: 92000193 􀁾􀀸􀁃􀁾􀀠PROGRAM NAGEMENT 302 N. M,u,!<et January 22, 1996 Dallas 75202 URGENT TX Reter noe Sbeets 809, Rev.l and 809, Rev.2 and
923, Rev.2: The, Grading Pans indicate:a 2\ slope/crown in the Sidewalk at the Pearl Stations. The Rug Details/Plans indicate no slope in the North/South'direotion except at the 2-Platform
Stations. please Note: Change oroet was issued (CO#321) which would induce a 1/2", crown at these 2' 10 ations. GTCC does not anticipate that a 2" P1Q$ crOwn will be feasable at t e
Granite Ru9S. Please advise as soon as possible as Granite/Limes, one work is 5cheduled to beQin in this area on Tuesday the 23rd of. January,. CB R"'que"te<:l by: Signed: ,By, dan loan
nate: 't#/I N , j . i I GILBERT TEXAS CONSTRUCTION CORP. ,, I i ' ANSWER Sli47100 f't.rJ7'FO/<M IS IS .FlAT A {}ZCUJN IS , 7l:J. /ltUXAJ fJ(z.4fNM6. 7115' 571+710/11 /Z-utJS ;: , ! ,7lJ
,f/AVCf 􀁁􀀭􀁖􀁯􀀯􀁾􀁔􀀠(!Or fiT 71ft: I#ftJPO/I.:rr" I; S'Ct7M'" fiZOt44 THo p11ttJtJ(.ff Or 7f/Cf 67?r7l()/J , T/Itf 1v?J;t"1 {JJltC we ' 􀁦􀁍􀁔􀁩􀀮􀀺􀁬􀁬􀁗􀁴􀁥􀁾􀀠{!,41'1/I3tT If§
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• fAX CO"£$TO 'A.X 􀁉􀀢􀀧􀁾􀁏􀁙􀁕􀀠NUH&ElII.TKI.J IUt\ICT 􀁾􀁁􀀮􀁘􀀠􀁒􀁮􀁡􀀢􀀬􀀮􀁾IIU:. 3828RJ:ndb SIrHt Dallal, TX 7520J 􀁾􀀱􀀴􀀠871 8877 fAX lH 871 7013 OO..tGINA.L TO lOLLOW V'A.
􀁾uHA.IL OOVEANIGHT 0 Jdhv. ( 9􀁾􀀨􀀻􀀠􀁾􀁦􀁵􀁬􀀠􀀴􀁾􀀠􀁾􀀠 II/lit 4M'If/a/6 􀁾􀁉􀁾􀁒􀁬􀁍􀁴􀁉􀀻􀁦􀀠 Ii 'r /Y .Mr/;....r. 9--􀁾􀀠. '" 􀁾􀁵􀂢􀀠"I 􀀭􀀿􀁕􀁴􀁷􀁾􀀱􀀴􀁙􀁦􀀠A se--f pi􀁾􀁉􀀠􀁾􀁴􀁍􀀭􀁾􀀻􀂣􀀤�
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􀂷􀁾􀁏􀁓􀁓􀀱􀁦􀀠1UH PlV6£: ! I 􀁤􀀶􀀶􀀧􀁦􀀧􀁦􀁾􀁾􀁦􀀪􀀢􀀠
Jonuary 17, 1996 Mr. john Baumprtner, P. E. Director Publlt WorIcs Department Town Of Addison 161101 WargrOYtlJ Addison, TX 75001 RE: Addison Urban Center RTKL Prolect No. 10·95509.00
Dear Mr. Baumganner: I have reviewed your commellt$ and have provided the solutions explained below. The responses are located a$ per your comments. Ifyou have any further comments please
let me know, as we are Iooldng forward to obQInlng 2. building permit. Ittm 4 letfl!r It. All balconnem.s from the Eut ,,(MUOII of budding Bhave beel\ c:hanged to flush meal balconneta!L
Item .. letter B Section 06132.06 REF 07/31.01· Metal anopy occurs wllll!n the set back ofthe east elevation of bundlng "A". SectIon 06132.06 REI' 11131.02.Metal canopy OCQIrs within
the right of way and will be removed. Item" letter B Sealon 01132.05 REI' 03l31.II·MetaI balCOllnett.e Is within the rIght of way and will be changed to flush balC011nette. Section 02132.05
REI' 11131.12. thIs sealon drawinglXCurs at the north elevation of "B" buildIng and withIn withIn a S'.()" setback. Section 05/32.05 REF 03/31.0 I • This sectlon 0«11" at the nonh .Ievadon
of "A" building and within the various setback condition. RTKl would 'ike to dIscuss thIs COIIdition. SV1WU ":lOSSV' ma 1'lV6£: II 9661"1 £"Ue r 
Mr. John Baumgarcner, P. E. january 17, 1996 Page 2 I..mere Truh Collection: There ha.w. bun misundemandlnp OYer the propOlied nsh coRectIon proc.ss at Addison Circle. The following
Is a general desQ"lptlOn of this process: Compa=d tr.ISh Is loaded In l-y.ard com:aInen; with rubber ....h.els and roll.d out to curb across a reinfon:ed section of sid_lie. Throuah!he
use of slgna&e, 1.'WIO parallel parking spaces are reserved during Set times euh week for collecUon by a one-ton plclc-up trIIck. Once at the curb. dIese carts roll down a ponabJe ramp
carrIed by the truck and lifted by the t/'IICk'$ back 11ft gate. Once lifted. these carts are c:atTled to the -40-yard eonl2lner and emptied. The foflowl"ll responds to City Staff's
comments oYer trash collection: Lem:r C Number I Carts from this trash room wlU be rolled from the prale to the curb at Mildred Street. This process Is des<:rlbed above. Letter C Number
2 Carts from this trash room will be rolled u> the curb at; MOdred Street. As discussed In the meeting meeting on Fri. 1119/96. WiD parking spaces wlU be reserved In this /ocaUol\ as
_II. This full process Is described aboye. I.etb!t C 􀁎􀁵􀁴􀁄􀁾􀁥􀁲􀀠3 See above. Carts are loaded by truck parallel parked in reserved spaces. The truck "does not blodc trafIlc during
thlt process. VE"J DEDI' 􀀢􀁏􀁾􀀠rN6£: 11 9561 "1£ "Ulf 
Mr. john BaulI'IpI"DIer, P. E. January 17, 1996 l'1l4I-3 !.tttar C Number" The opening provided for servldng of the <4Q.yard dumpster Is 18 feet hl&it. by 12 feet wide. this has been
verified as being suftldent for the senk:e vehlde based on the foUowIng proceu: The dumpster Is angled within 'die buildl. The service vehicle approaches the dumpster at'dlls same angle
(:!:.30 cleareu) and lifo the dumpster while angling It onto the llatbed with Its wench assemblies. Based on the vehicles turning radius and leng'lh. we have ellmlrmed 1111)' trees and
mut elements In mls mews that conflict with mis process. Letter D The door swing for the meter rooms by code have to swing out. RTKL will change the door swing at me trash rooms ifme
program allows me change. letter E Owner will provide mirrors or Indlca1:ion lights u 'die deck emeL A walld", surface WlIrmlng device was denied by me elY during put 􀀮􀁲􀁾􀁯􀁮􀁳􀀮􀀠letwF
BoIIards at 'die Porte Cochere will be removed and 'die heigh!! dunnee ofme Port<> Cochere has been Increased to 16'.(1", lecgt G Number 2 Deta.l1s will be provided and meters and devices
will conform. letter G Number 1 installation details will be furnished. Lotter G Number 4 All merer shall be placed wlchln a I>"IIlYI<: safe box/vault. Letter G Number 5 All bacldl_
presentation devices shall be wring properly prior to me Issuance of Certlflcate of Oecupancy. smva 'JOSSV ma WVOv:l: 9661 'If 'URI 
Mr. John Baumgzrtner. P. E. January 17, 1996 Page" LsrG Number 6 This Ib!m k addressed In the reservation agreement between the Town of Addison and Columbus Realty Trust. limier G Number
7 Detail wBl be prOYlde.d for eleanoutS In all sIdewalks. !.ea:er G Number 8 All deanoulS win be Iocaw! on property hllt$. Letter G Number 9 More grease trajls will be shown on the drawings
at each re1alllocation. LeNr! Sheet 90.00 Indlcams the following: I. SleevIlIg requlremelllS to future phases far commulllca'llon and wirtn.c. 1. Telepholle. cable and fire alarm roudn.c.
3. Power distribUl:ion from nnsformers to eI«:rrlc rooms. Sincerely, 11."00. ASSOCIATES INC. Jeffrey M. NIsh. I>JA JMN:Js ex: John GoslIlII File 10-95509.00 Slf11Va ':lOSSY ma 􀁬􀁾􀁶􀁯􀁲􀀠t1
9661 '1£ 'U![ 
JHN <::b 􀀧􀁾􀁢􀀠􀀱􀀺􀀻􀀻􀀻􀀧􀀺􀁃􀀺􀀺􀀺􀁾􀀠􀁾􀁾􀁖􀁎􀀠􀁾􀁈􀁯􀁈􀁋􀁬􀀠􀁈􀁢􀁢􀁖􀁌􀁉􀁈􀁴􀁣􀁾􀀠'. Memorand 12114/95 Addison Urban District _. !'bono' ox. 􀁐􀁡􀁲􀁬􀁤􀁯􀁧􀁇􀁡􀁣􀁡􀁾􀀮􀀮􀀮􀀮Jim
Maloney , V./Joim Baumganner/..;' o;c: Carmell Molllll. Paris Rutherford (via FM). Dan Kenney VIA FACSIMD..E TRANSMISSION Sasaki bas designai £lII'l\&CS in """'" .iluaU.oo. will> and
wilhwl sigbt line clips. The following an> our IlI'nmoI guidelines relamIlO 􀁯􀁯􀁾sighl lines that our Wa!l:I1own office ..... in !be design of 􀁾in utban silwllioDs. • The sllUCl\lre
of!he garageIbuildini is "clipped" 10 provide a "sight triaDglc" from the 00""'" side of the vdUcle. • Ifno sight line eIip is providai a "gate" or arm is genemly pro-i'ided which f<m:eo
!he vehicle to >top combined will> 􀁾Ii,gbIS and b.lzzm;•• In addition, a planm-mother 􀁾􀁯􀁢􀁳􀁉􀁡􀁣􀁬􀁥􀀭should be provided along lbe face of!he building 10 din:cl!he pedeotriaIt far
enough away from lbe face of!be building SO Iilal!be)' would. be visible from tbe driver's ....of!be vcIIiclc, We have also f\!Viewed aII_beeoflechni<:al manual. "" !be design ofparlcing
ami parking _ and bave fu.md oIIIy one $lAndaI:d in PaRiog PriDciple., (Highway Researcb Board 􀁥􀁴􀁡􀁬􀁾􀀠1971). "SlUt sigbtdistaiK:e(:8Q best beestablisbed by a building IiIlesetback
of810 lOft from the public walk or by funncliDg lbe 􀁷􀁡􀁬􀁬􀁾􀀠All alternative IIl.flbod il; 10 provide sighllri;mglcs by lise of openings or __windows (sills should 1\01 be _ the 3
ft above sidewalks." It IIInber goes on 10 DOle that a pcdeslrian wamillg system can be utilized at "blind drivcsrt • We baYe amtaclCd lbe cities ofSan Francisco. Pasadcaa lI!ld Bellevue.
IIl1d to date have not IttCivcd aay pusitiv.: feedback on standards 􀁾lIIis issue, There are still 8 couple of people y"" bavc 1\01 mumed Ibeit-calls.. bill in !heio_1 of providing)'011
wilh a pre\imill8S)' respoosc we are forwanfiq __ findings 10 dale. We will provide you witb iU1 IIpdate jfwe """,ivo lUIy new infilnna!ion. TcIophooo 2149229310 F"';mir. 2149:540687

JHN i:::b 􀂷􀁾􀁢􀀠􀀱􀁾􀀺􀁃􀀺􀀺􀁾􀀠􀁐􀁾􀁇􀁅􀀮􀀰􀀰􀀻􀀺􀀺􀀠Wove also 􀁴􀁡􀁬􀁾􀀠with Rod Kelly of Barton Asclnnan who indicated that be was not aware of any specific .tandanls related to
this issue. He did suggestlbat it would be possible [0 do an analysis based on a vehicle acceleration .peeds. pedestrian speeds and detailed layout of the 􀁾exit and sidewalk. including
Slopping location of cars, to dctI:nnine if a "reasonable" sight triangle was being provided. Please call if you have any questiODS or would like more input on this maner from Sasaki.
Thank>. ** 􀁔􀁏􀁔􀁾􀁌􀀠􀁐􀁾􀁇􀁅􀀮􀀰􀀰􀀻􀀺􀀺􀀠** 
TOTAL COST OF PROJECT (SPECTRUM EXTENSION/AIRPORT-ARAPAHO) $3,067,812 COST PER DEVELOPER: $ 630,284/EACH COST TO TOWN: 51,804,713 AVAILABLE FUNDS: BOND MONEY $2,300,000 ADDISON CIRCLE
(FUND 41) 708,000 DART 273,000 INTEREST 86,000 TOTAL $3,367,000 FUND TRANSFERS FROM OTHER PROJECTS, IF NEEDED: INWOOD S. QUORUM $ 500,000 ADDISON ROAD WIDENING 200,000 TOTAL 5 700,000
STREET FRONTAGE METHOD: COST TO TOWN $1,807,713 COST TO TXOK $1,069,321 (1340 FEET) COST TO STAUBACH $ 191,520 ( 240 FEET) COST PER FOOT $ 798 
HP LaserJet 3200se 􀁾􀁐􀀠LAsERJET 3200 invent SEp·8-2003 2:44PM Fax Call Report Job Date Time Type Identification Duration Pages Result 324 91 8/2003 2:43:50PM Send 7065 0:32 OK TO:
RANDY MORAVEe FROM: MlKEMURPHY SllBJECT, SPECTRUM EXTENSION DATE: 8 SEPTE,\lUER lO()j TOTAL COST OF PROJECT (SPECTRUM EXTENSIONlAIRPORT-ARAPAHO) $3,067,812 COST PER DEVELOPER: S 640,I59lEACH
COSTroTOWN; Sl.17?,463 AVAILABLE FfJNDS: BOND MONEY $1,300,000 AJ)DJSON CIRCLE (f1JND 41) 1i18,ooO DAlIT 173,000 I'TEREST 􀁾􀀠SJ,.3ii7,OOO FUND TRANSfERS mOM OTHER PROJECTS, IfNEEDED:
INWOOD S. QUORUM J 500,(100 ADDISON ROAD WIDENING 􀁾􀀠TOTAL S 100,000 
fOr4{ 􀁃􀁾􀀫􀀠l>F 􀁾􂂬􀀺􀁃􀀮􀁜􀀺􀀠􀀨􀁓􀁐􀁾􀁕􀁬􀀢􀀠t "2' Ob7 B I "'2. 􀁾dO) # I􀁾􀁉􀀠􀁁􀁾-Mlf) Qo:;.-r 􀁾􀀠􀁾􀁏􀁾􀀺􀀠"l toqoI \ crt /EAcJ+ Cb:.;r to Yew N : 1:-I)T7q I 4b"3 
-------------QUORUM EAST ADDITION VOL98001 PG.OOO33 POST SER\IlCES, INC. VOL.96060PC.03404 t 􀁴􀁾􀀠5/8'f WflH HUffT Ot1.J\R$ " "' 􀁺􀁾􀀠0 0 ",0-0o·c<'>«"􀁩􀀵􀁾􀀠0 􀁾􀁧􀀻􀀠􀁯􀁾􀀠!-",
15851 DALLAS NORTH PARKWAY ADDITION VOL.85021 PG.1686 ExhihitB NOTE: PARCEL 2 0.5702 AC. Improvements were not located for this exhibit and there may be easements and other motters of
record thot affect this tract. ' eN' S 89'05'45'E 5.00' 􀁾􀀠I L;... 0> .,; ;::. 21"{ , I lf2!' IRr WITHI ......,.,.. RED PtAS7lC CAP BEARSI N WOS·.. 5"W-2.00· '/I I /<Xl 0> ai ;::. I
I I I I l'I.5' I I LINE TABLE COURSE BEARING OISTANCE Ll N 00'55' 13"E 65.00' L2 S 89'05'45"E 34.50' L3 N 89'04'47"W 34. 50' .. I 􀁾􀀠I .. 0 􀁾􀀠I"'I 0 I Ii:! V)o w /(TRACT III) TEXOK
PROPERTIES. L.P..... :::1 􀁾􀀠I 􀁾􀀠VOL2002240 PG.03529Q;;; !i: 5 I 􀁾􀀧􀁜􀀠􀁾􀀠81 􀁾􀀠/IJ\(TRACT II) TEXOK PROPERl1ES, L,P, zi 8Il. I/􀀭􀁬􀁾.... VOL.2002240 PG.03529 .....V) I \) 'it
...59' /'0 n 50' .0.1'1. 􀁾􀀠v" --. 1 IF'll SED) to ' 5' SlDEWALK EASEMENT I 􀁾􀀠.􀁾􀁾􀀠(PARCEL 2A -0,0832 AC.) ,H,S' ll:􀁾􀀧􀁩􀁴􀀠;::yo. ,:2􀁾􀀠\ 'Z:> 􀁾Q. it> !O􀁾􀀠8z 1(1) POINT OF'Ii
' 'Z:> "'i. BEGINNING t-'9 . PARCEl. Z & PARCEL 2A0, 􀀵􀀯􀀶􀁾􀀠IR'r WITH HUfrr -ZOlLARS CAl>(0,0697 AC.) \ SPECTRUM ORIVE RIGHT-OF-WAY OEDICATION N 89'04'4rW 5,00' VOL.2000036 PG.02913
--, .... 69' lI.o.w. VOL.2000036 PG.02913 MORRIS AVENUE 􀁾􀀭􀀭􀀭􀁪􀀠 LOT 1, BLOCK A w 10" PRIVAl£ COUIAUNICAl'ION$::::>' EASEMENT 8Y PlAT -WL.20000Ja PC.Cl2913 I II 1 I t 􀁾􀀠5/0"I'RS
􀁾􀀠\ v' =-9 (3.371 AC,) TAUBACH COMPANY :000046 PG.02903 lXU ElECTRIC COMPANY EASEMENT ElY PlAT VOJ,..2000036 PG.02S t.3 !-...J AMENDED PLAT!-!-0􀁾􀁬􀁶􀁬􀀢􀀠􀁾􀁾􀀠o Il. 􀁾􀁉􀁾9 9 g
ADDISON CIRCLE (,) 0 ...l 45 bO'W' PHASE II ::::"E W VOL.200015J PG.OOO15 (I'll0:: a -' LOT 1, aLOCK 0 PAGE 3 OF 3 LOT 1, alOCK E 51 TIiis is to certify that the above survey Wos mode
under my super"vision on N$vember 􀀮􀁾􀁾􀀮􀀠2002 and that the metes and bounds .hown thereon are true and correct to the best o'f my knowledge. 􀁩􀀺􀀮􀀰􀁾􀁤____􀁾􀀠􀁟􀁾􀂷􀁾􀀳􀀠Eric 􀁊􀁾􀁾􀁤􀁹􀀧􀁾􀁥􀁓
􀁓􀁩􀁰􀁮􀁮􀁯􀁊􀀠Land Surveyor, Texas No. 4862 Revised owner's nome: 3/14/2003 Revised Parcel: 5/01/2003 SPECTRUM DRIVEHUITTIDUARS . RIGHT-OF-WAY EXHIBITHuitt-Zollo..... '"'" Oal.. 3131
McKInney Av",.,.., SuIts 600 & SIDEWALK EASEMEr.T DaIIo8, T_ 􀀷􀀵􀀲􀀰􀀴􀀭􀀭􀁾􀀠_ (214) 871-3311 Fax (214) rt7I-0757 TOWN OF ADDISON, TEXAS LEGEND IRS a Iron Rod Set with 'Huitt-ZoJlors
yellow plastic cop IRF = Iron Rod Found o 100,' 200 􀁾'....eo.. ! SCALE:l"=100' BASIS OF BEARINGS: The 􀁭􀁯􀁮􀁵􀁭􀀬􀁾􀁮􀁴􀁳􀀠found as coiled for on the amended plot of Addison Circle
Phose II, on addition to the Town of Addison, Texas. as recorded in Volume 2000153, Page 00015, Deed Records, Dallas County, Texos. PrQPored For: TOWN OF ADDISON 16801 We.tgrove Dr.,
Addison, TX 75001 EXHIBIT PARCEL NO.2 OWNER: mOK PROPERTIES, LP. AREA: 0.5702 AC. REV. DA'IE: 5/1/2003 
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C\ \tqV 􀁾5L-vn O.Jl'l1"' 􀀵􀁾􀀠􀀱􀀺􀁣􀀾􀀧􀁄􀁾􀀠􀁾􀀠􀀧􀀶􀁾􀀧􀁾􀀠t􀁾􀀮􀀮􀀮􀀬􀀮􀀻􀁲􀀠􀁾􀁢􀁁􀀠l 1i>1>\ -􀁾􀁚􀀮􀀮􀁉􀀠w,i I 1 1 1 Funds Available in Addison Circle 1 1 ! ! Item M, Facilities
Cost i 1995 Ifcost Built in Phase 2A Built in Phase 2B Funds available Quorum Drilla (2075 II) $ 520,000,00 i $ 251.00 $ 300,720,00 $ -$ 219,280,00 Addison Circle East (41911) $ 318,000,00
$ 759.00 $ '" '318,000.00 $ -$ -Spectrum (127511) $ 364,000.00 $ 285.00 $ 222,682.00 $ -$ 141.318.00 Esplanade Park $ 610,000.00 $ 610,000.00 $ -$ -Quorum North Park (0.69 ac) $ 295,000.00
$ -$ 295,000.00 ----Mews Park (1.43 ac) $ 675,000.00 $ -$ 675,000.00 R Streets (1 ,aao If total) $ 963,000.00 $ 512.00 $ 271,480.00 $ 366,240.00 $ 352,280.00 Mews-2 (127511) $ 624,000.00
$ 489.00 $ 557,927.00 $ -$ 66,073.00 Addison Circle East (590 II) $ 131,000.00 $ 220.00 $ 131,000.00 $ -$ -. '" ..,. $ 4,500,000.00 $2;4ii;S()9.00 $ 366,240.00 I\, 1,721,951.00 2002
Ifcost If available $ 600,00 366 $ 1,800.00 79 $ 1,200.00 i 294 $ 900.00 74 j-\. 
TOTAL COST OF PROJECT (SPECTRUM EXTENSION/AIRPORT-ARAPAHO) $3,067,812 COST PER DEVELOPER: $ 630,284fEACH COST TO TOWN: $1,804,713 AVAILABLE FUNDS: BOND MONEY $2,300,000 ADDISON CIRCLE
(FUND 41) 708,000 DART 273,000 INTEREST 86,000 TOTAL $3,367,000 FUND TRANSFERS FROM OTHER PROJECTS, IF NEEDED: INWOOD S. QUORUM $ 500,000 ADDISON ROAD WIDENING 200,000 TOTAL $ 700,000
STREET FRONTAGE METHOD: COST TO TOWN $1,807,713 COST TO TXOK $1,069,321 (1340 FEET) COST TO STAUBACH $ 191,520 ( 240 FEET) COST PER FOOT $ 798 
.,.> 0 􀁾􀁢􀁏􀀠􀀴􀀧􀁾􀀠rOPII.,UON OF PROBABLE CONSTRUCnON COST PROJECT: SPECTRUM DRIVE EXTENSION 7a. \ I'JU 􀁈􀁕􀁉􀁔􀁔􀀭􀁚􀁏􀁾􀁓􀀬􀀠INC, 􀁊􀁏􀁂􀁎􀁏􀀬􀁾􀀠DATE: 25-Jon-t: CLIENT: TOWN
OF ADDISONI ISPECTRUM'DR.' SPECTRUM DR, SPEciuRM DR, SPECTURM DR:t-roTAL''-r-" R·1TQAJRPOAtPKW'f"I 􀁒􀀭􀀲􀁦􀁯􀁒􀁾􀀱􀀠MOf(raS:toR·2 AtOPohotOR.R: I QUANTITY I AMOUNTITEM UNIT UNIT PRICE
􀁟􀁾􀀠􀁂􀁾􀀠􀁟􀁾􀀠􀁾􀁾􀀠$129,70§ STI1ErnlCAPE IMPlIOVEMENTS $1· DRAINAGE IMPROVEMENTS 514.100 $47.677 WAStEWATER IMPROVEMENTS 511.876 521.560 WATER IMPlIOVEMENTS 556.688 $77.295 ELECTRICAl
IMPlIOVEMENTS 512.960 $67.020 -•... , ...._._1!'! AND GAS IMPROVEMENTS $31.365 $21.420 􀁾􀀨􀁬􀀵􀀥􀁬􀀠$63,357 $76,707 ITOTAL $180,197 $89,' $35.037 $117,9< $112,549 568,: 550,000 550,000
5145,537 "'139," $1,115,781 $671.768 $63: 5297,1 $2ii7.i $126,990 $50,000 $50.000 􀀱􀀮􀀮􀁚􀁾􀀠S'db 􀁾􀀠I 􀀯􀀩􀁜􀀬􀀼􀀱􀁾􀀩􀀰􀀱􀀷􀁜􀀠-tE'QI. 1. Qcsls for unit prk::a$1$ AddIotn CirCle
PhCQIiI2B plw los. NOla 􀁾􀁉'j(;;l. 2. S'tr&abeO'po section west SIde Of AkpOrt north ot R-l boS' grassparkwoywllh !tr<Sat tlea$ond S' concrete sidewalk %􀁾􀁪􀀬􀀬􀀬􀁾􀀮􀁥􀁊􀀠&1\\ 􀁾􀀵􀀱􀁣􀀠5",,,,
( 􀁾􀁾􀀭􀁆􀁬􀁫􀁾􀁾􀀠AVo. lillbl.e \ , «(" DOO )C 100 .::: ro, [) ft., 10 r pV'''P's.&! 􀁾􀀴􀀮􀀠",>,0"',8'12/jJ9I!>D 􀁾􀀳􀀰􀀰􀁉􀁄􀁴􀁭􀀠A.\dl!><M c.rJ.. oj,. A-'V'fA 􀁦􀁾􀀬􀀮􀀮􀁪􀀮􀀺􀀮􀁵􀀮􀁬􀂷􀀢􀀺􀀺􀁬�
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;ID(.,7, )-'12. Iz../!oDD, eoo 􀀡􀀻􀁜􀁐􀁒􀁏􀁊􀁬􀀰􀀱􀀹􀀹􀀹􀀹􀀰􀁴􀁜􀁤􀁾􀁭􀁡􀀡􀀦􀁜􀁡􀁤􀁤􀁬􀁳􀁏􀁦􀀧􀁬􀁣􀀺􀀱􀁾􀁬􀁥􀁜􀁓􀁰􀁥􀁤􀁮􀁮􀁉􀁴􀀰􀀱􀀲􀁾􀀬􀁾􀀠<Ii 􀁾􀁱􀁻􀀩􀁊􀀠'512 C;.W 
------OPINION OF PROBABLE CONSTRUCTION COST PROJECT: SPECT1!UM DRIVE EXTENSION HUm-ZOLlARS. INC, JOBNe. DATE: 25-Jofl-ll2 CUENT: TOWN OF ADDISON ----==,􀀭􀀭􀀭􀀭􀀭􀁾,"----------SPECTRUM
DR. SPECTRUM DR. SPECIlJRM DR. SPECTURM DR. TOTAL ITEM UNIT UNIT R·l 􀁔􀁏􀁾􀁐􀁦􀁊􀁈􀁖􀀬􀀠R-2 to R-1 􀁍􀁏􀁾􀁒􀁉􀁓􀀠to 􀁒􀁾􀀲􀀠Alapaha to R.R. QUANTIlY AMOUNT PRICE 350LF 300LF 430LF 540LF
PAVING IMPROVEMENTS , I IMOBILIZATION LS 520.000.00 0.22 0.19 0.26 0.33 1.00 $20.000 UNCLASSIFIED STREET EXCAVA110N CY 59.00 1100 sao 1320 3200 6500.00 558.500 FULL DEPTH SAWCUT EXIST.
CONCRETE LF $3.00 200 200 400.00 $1.200 REM. & DISPOSE OF EXIST. CONC. PAVEMENT SY $lS.70 20 20 40.00 $626 REM. & DISPOSE OF EXIST. 4' CONC. SIDEWALK SY $10.00 8 S 16,00 Sl60 6' THICK
6SO PSI FLEX REINF. CONC. PAVEMENT SY $30.00 75 75 150.00 $4.500 Ii' THICK 6SO PSI FLEX REINF. CONC. DROP SlAB (STREEl) SY $35.00 75 75 150.00 $S.250 S' THICK 650 PSI FUEX REINF. CONC.
PAVEMENT SY $37.00 1650 13S0 2070 2400 7500,00 5277.500 S' THICK 6SO PSI FUEX REINF. CONC. DROP SlAB (STREEl) SY $44.00 100 100 100 200 500.00 $22.000 6' THICK LIME STAB. SUBGRADE SY
$4.60 1830 1524 22B6 2715 5355.00 $40.104 HYDRATED UME (33 LBS/SV) TON $130.00 30.2 25.1 37.7 44,S 137.80 $17.914 6' 6SO PSI FUEX REINF. CONC INTEGRAl CURB LF $3.10 700 1460 1040 1040
4240.00 S13.144 6' 6SO PSI FLEX REINF. CONC. DRIVE W/WO DROP SlAB SY 534.00 50 2S 25 80 150.00 55.100 REINF. CONC. STREET HEADER LF $6,00 IDS 75 lOS 285.00 51.710 LONGITUDINAL BLm JOINT
LF 55,50 lOS 75 105 285.00 51.566 FURNISH VEHICUlAR BRICK PAVER. DEUVERED TO SITE SF $3.70 900 1575 1575 1500 5850.00 521.645 FURNISH & INST. IlEDDING MAT. & INST. VEHICUlAR BRICK Sf
$2.70 900 1575 1575 1800 5850.00 $15.795 4" 3000 PSI COMPRE5SIVE REINF. CONC. SIDEWALK Sf 54.00 1810 144 216 120 2290.00 $9.160 4' 3000 PSI COMPRESSIVE REINF. CONC. SUBBASE (SIDEWALK)
Sf $4.00 3420 5760 8640 10440 28260.00 $113.040 STREET AND TRAFFIC CONTROL SIGNS EA $340,00 4 5 7 8 24.00 58.160 STREET NAME SIGN AND MOUNTING HARDWARE EA 5490.00 1 1 1 1 4.00 51.960
STREET SIGN POST. FOUNDATION. MOUNTING HARDWARE EA 5320.00 5 5 7 9 26.00 $8.320 24' THERMOPLASTIC STOP UNE LF $30.00 25 50 75.00 52.250 TRAFFIC BLmONS EA $4.00 112 94 140 166 512.00
$2.045 STREET BARRICADE If 534.00 1 2 3,00 5102 SARRICADING. SIGNING AND TRAFFIC CONTROL LS SI0.000.00 0.22 0.19 0.26 0.33 1.00 510.000 MISC. DEMOUTION LS 510.000.00 0.22 0.19 0.26 0.33
1.00 510.000 PAVING SUBTOTAL $ 134.260 $ 129.705 $ 180.197 $ 227.596 $ 671.758 􀁬􀀧􀁜􀁐􀁒􀁏􀁎􀁊􀀱􀀹􀀹􀀹􀀹􀀰􀀱􀁾􀁴􀁬􀁭􀁡􀁬􀀶􀀤􀁜􀁡􀁤􀁤􀀱􀀤􀁏􀁉􀀧􀁬clrcle\SpeCfnun.012S02.x1$ 
􀀭􀀭􀁾􀀢􀀠--------OPINION OF PROBABLE CONSTRUCTION COST I PROJECT: SPECTRUM DRIVE EXTENSION HUITT-ZOLLARS. INC. ICUENT: TOWN OF ADDISON JOB NO. DAlE: 25-Jan-{l2 ---------SPEClRUMDR.
SPEcmUMDR. SPECTURM DR. SPECTURM DR. TOTAL REM UNIT UNIT R·) to AlRf>OM PWfl, R-2toR-l MORRIS to R·2 Aropoho to 􀁉􀁬􀁾􀀮􀀠QUANlTlY AMOUNT PRICE 350 LF 300 lF 430LF 5'lOLF STReETSCAPE
IMPROVEMENTS IRRIGATION SYSTEM INCl. POWER FOR CONmOlLERS lF $15.00 700 5e4 876 1040 3200,00 $48.000 mEE FENCE LF $23.00 442 748 1088 1292 3570.00 $62.110 4" pvC SCH. 40 PERFORATED DRAIN
SVSTEM LF $22.00 700 564 876 1040 3200.00 $70.400 BENCH EA $1.800.00 4 3 5 4 16.00 526.800 BIKE RACK EA $600.00 0.00 $0 mASH RECE?TACLE EA $1.000.00 2 2 2 2 8.00 58.000 200 GAl. mEE
EA $1.6$0.00 26 22 32 38 118.00 $194.700 100 GAL mEE EA $800.00 0.00 so PLANTING AllOWANCE (TREE WEllS) SF $4.50 780 1296 1944 2280 6300.00 $28.350 HVDROMULCH SF $0040 14000 11680 17520
20800 64000.00 525.600 PEDESTRIAN STREET LIGHT FOUNDAnON AND CAF EA $625.00 10 8 12 12 42.00 $26.250 HANGING LIGHT FOUNDATION POLE EA $1.000.00 0.00 $0 HANGING UGHT POLE EA $2.500.00
0.00 $0 BEGA POLE WITH SINGLE LUMINAIRE EA $3.100.00 1 5 10 10 32.00 $99.200 BEGA POLE WITH DOUBLE LUMINAIRE . EA $4.400.00 3 3 2 2 10.00 $44.000 HANGING LIGHT LUMINAIRE EA $1.000.00
0.00 $0 smEET UGHT CONDUIT LF $4.00 700 584 876 1040 3200.00 $12.800 SmEE! UGHT PUll BOX EA $340.00 4 8 4 4 20.00 $6.600 SlREET UGH! CONDUCTOR (MulHple Runs) LF $5.00 700 564 876 1040
3200.00 $16.000 BOLLARDS EA $400.00 20 20.00 $8.000 FURNISH GLEN GERV PEDESTRIAN BRICK SF $2.80 3420 5760 8640 10440 28260.00 $79.128 FURNISH BEDDING MATERIALS AND PLACE PED. BRICK SF
$1.60 3420 5760 8640 10440 26263.00 $45.216 STREETSC'APE SUBTOTAl. $ 161.134 $ 160.036 $ 231.552 $ 2711632 $ 823.354 1:'I'FiO./lQt999901\davkttmes!lmatBs\addjSOrl eI!de\SpocIrum.Qt2502Jds

OF PROBABLE CONSTRUCTION COSTIPROJECT: SPECTRUM DRIVE EXTENSION ICLlENT:YOWN OF ADDISON IlCM us UNIT UNIT PRICE SPECTRUM DR. ISPECTRUM DR, R.ITOAlRPOIIJPStWV. 􀁾􀀲􀁴􀁯􀁒􀁾􀀱􀀠350 LF
300 LF SPECTURM DR. ISPECTURM DR, MORRIS to n·2 Arapaho to R,R. 430 LF 540 LF lB'CL.IllReP,INCLUDINGEMBEDMENT LF$59.40 60 40 40 i21' Cl.l1l ReP, INCLUDING EMBEDMENT Lf $62.70 40 30 30
24' CL. 111 ReP. INCLUDING EMBEDMENT Lf $68.20 60 60 27' Cl.III ReP. INCLUDING EMBEDMENT Lf $73.00 240 30' GL.m RCP,INc;LUQIN<i> EMBEQMENT LF $92.00 40 40.00 $3.580 I 􀁾􀁌III RCP.INCLUDING
EMBEDMENT LF $105,00 50 50.00 $5,250 I .111 RCP.INCLUDING EMBEDMENT LF $114.00 ., C ,111 RCP. INCLUDING EMBEDMENT LF 5130.00 400 800 SO $15.000 4'D<!-l514,A00 $11.550 $3.300 51.760 5240
53.300 $3.476 $4.000 I 8580 I $' 􀀢􀁾􀀠$2.310 $3.300 Hum·ZOLlARS. INC. JOB NO. DATE: 2&Jan-Q2 TOTAL QUANTllY AMOUNT 130,00 $7.722 100.00 $6.270 120.00 58.11l4 240.00 $17.521) 0.00 1200.00
160" CL 111 RCP. INCLUDING EMBEDMENT Lf 5130.00 60 60.00 IJUNCTIONSTRUCTURE ts 510.000.00 1 1.0 IREMOVE & DISPOSE OF EXIST. INlET EA $800.00 o,oar " MOD. REC. CURB INLETW/REC. TOP FOR
BRICKt'EXTRA DEPTH EA $2.800.00 2 2 2 6,00 O· REC. CURB INLET WI REG. TOP FOR BRICK (EXTRA DEPTH) EA 53.800.00 2 2 I<;TORMWATE...... & ",,'u..... t r"'" 'v',....,•.""'...... EA $3,850.00
1 1 1 3.00 ,,'-" au DEGREE FACTORY WYE CONNECTION EA $350.00 2 3 3 2 10.00 PIPE TO STRUCTURE CONNECTION EA $440.00 1 1 2 4.00 PRECAST CONCRm PLUG EA S12O.OO 1 1 2.00 INLET PROTECTION
EA 5275.00 2 4 4 2 12.00 51LTFENCE Lf $2.20 350 300 430 sao 1580,00 STABILIZED CONSTRUCTION ENTRANCE Sf $20.00 200 200.00 TRENCH SAFElY DESIGN FOR ALL UTiLmES LS 8550,00 0,22 0.19 0.26
0.33 1.00 TRENCH SAFElY FOR CONSTRUCTION Lf 51.10 90 370 550 400 1420.00 I 2' PVC SLEEVE LF $4.40 260 220 330 580 1360.00 $6. 4'PVCSLEEVE Lf $$.20 140 110 170 260 700.00 $3. 6" PVC SLEEVE
. Lf $6.60 70 60 80 140 350.00 $' X 5' 'lYPE'y'Jt'LlET EA 53.300.00 1 1.00 1 S 14,100 1$ 47,6771 146,654 􀁪􀀻􀁜􀁐􀁒􀁏􀁊􀁜􀀰􀀱􀀹􀀹􀀹􀀡􀁬􀁇􀀱􀁜􀁤􀁡􀁶􀁬􀁤􀀧􀁭􀁜􀁯􀀤􀁴􀁬􀁬􀁬􀀧􀁬􀁡􀁴􀁦􀁬􀀮􀁾􀁮􀀠cm:lalSpoo
ll'lll'U,012SQ:2.J1fe: 
􀁾􀁾􀀠----. 􀁾􀀠􀁾􀀭􀀭􀀭OPINION OF PROBABLE CONSTRUCTION COST PROJECT: SPECTRUM DRIVE EXTENSION HUITT-ZOLLARS, INC. JOBNe. DATE: 25-Jon.Q2 CLIENT: TOWN OF ADDISON -------------SPECTRUM
DR. SPECTRUM DR. SPECTURM DR. SPECTURM DR. TOTAL ITEM UNlT UNl! 11'-110 􀁁􀁬􀁾􀁦􀀾􀁏􀁉􀁕􀀠PKWY. R-2 to R-l MORRIS to 􀁒􀁾􀀲􀀠""""""" to R,R. QUANT1TY AMOUNT PRICE 350 LF 300LF 430LF
540LF WASTEWATER IMPROVEMENTS 8' SDR 26 PVC WASlEWATER LINE INCLUDING EMBEDMENT LF $4UlO 180 300 430 910.00 537,310 {/' SDR 35 PVC WW LAT. W/2·WAY C.O. & CAST IRON LID EA 51.650.00 2
2 4 8,00 513,200 I S' DIA. WASTEWATER MANHOLE EA $4.500.00 1 1 2.00 $9,000 TV INSPECTION LF S1.10 180 300 430 910.00 $1.001 TRENCH SAfElY FOR CONSl11UCTION LF 51.10 180 300 430 910.00
SI,ool CONCRETE ENCASEMENT LF $40.00 20 20 20 60.00 $2.400 WASTEWATER SUBTOTAL $ 11.876 $ 21.650 S 30,476 $ -$ 63.912 WATER IMPROVEMENTS CONCRETE BLOCKING CY $275.00 0.5 0.5 0,5 0.5
2.00 $550 0.1. CL 280 IRON FlmNGS TON $3,300,00 0.1 CAl 0,1 0.1 DAD $1.320 6' DIA. PVC AWWA C900, DR 18, CL 150 WATER PIPE, INCL EMSE LF $21.00 140 130 190 140 600,00 $12.600 8' DIA.
PVCAWWAC9QO, DR 18, CL. 130 WATER PIPE, INCL. EMBE LF $2.3.00 SO 130 210,00 $4,830 lZ'DIA. PVC AWWAC900. DR 18, CL 150 WATER PIPE, INCL EMB LF $33.00 350 300 430 400 1480,00 $48,540
l2" OfA. PVC AWWA 0900. I:m Iii. CL ISO WAtER !)IPE. Incl. 􀁥􀀺􀁯􀁾􀁴PIpe, BY' lkKe LF $100.00 120 120.00 $12.000 6' DIA, RESILIENT SEAT GATE VALVE/BOX EA $715.00 4 4 6 4 18.00 Sl2.870
a' DiA. RESlLIENT SEAT GATE VALVE/BOX EA $825.00 1 2 3,00 $2.475 1:1:' DIA. RESILIENT SEAT GATE VALVE/80X EA 51.360.00 2 2 4 2 10.00 $13,600 FIRE HYDRANT EA 81.540,00 2 2 3 2 9,00 813.860
CONN, TO EXIST, WATER MAIN (ALL SIZES) EA 5880.00 1 1 2 4.00 $3,520 1,5' WATER SERVICE. CHECK VALVE, BOXES. METER EA 52.100.00 2 2 4 2 10,00 521,000 2' DOMESTIC SERVICE. METER, BOXES,
CHECK VALVE EA 52.800.00 0,00 SO 4' DOMESTIC SERVICE, METER. BOX EA 511,700.00 1 2 2 1 6,00 570.200 6' FIRE UNE. CHECK VALVE, BOX. METER EA $11,300.00 1 2 2 1 6,00 867,800 12" X a'TAPPING
SLEEVE VAlVE/BOX EA EA $4,000,00 1 1,00 $4,000 24' X 8' TAPPING SLEEVE VALVE/BOX EA $4,500,00 0,00 Sl3 ]RENCH SAFElY FOR CONSTRUCTION If $1.10 350 800 430 400 1480,00 $1.628 WATER TEST
LS $780.00 0.22 0,19 0.26 0,33 1.00 $750 CONCRETE ENCIASEMENT If $44.00 30 30 30 30 120.00 $5,280 WATER SUBTOTAL S 56.688 $ 77,295 $ 94)106 $ 68,235 $ 297,123 I:\PRo.M1999901Ids\lkfm\estlmaI6s'.nddll
lon cln:le\Spectrum.012502.:cb 
􀁏􀁐􀁉􀁎􀁉􀁏􀁎􀁾􀁃􀀺􀁏􀀺􀀺􀀺􀁆􀁾􀁐􀁒􀁏􀀽􀀽􀁂􀀺􀀭􀀺􀁁􀀭􀀺􀀺􀁂􀀷􀀢􀀺􀁌􀁅􀀺􀀭􀀺􀁃􀀺􀁃􀁏􀀺􀀭􀀺􀁎􀀭􀀺􀀺􀁓􀁔􀁒􀀽􀁕􀀺􀀭􀀺􀀺􀁃􀁔􀁜􀀺􀀺􀀺􀀺􀀭􀀺􀀺􀁏􀀭􀀺􀀺􀁎􀀺􀀭􀀺􀁃􀀺􀀭􀀺􀁏􀀺􀀭􀀺􀁓􀁔􀀭􀀺􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀂭P
ROJECT: SPECTRUM DRIVE EXTENSION 2$eJon,()2 CLIENT: TOWN OF ADDISON ITEM UNIT UNIT HUI1HOLLARS. INC. J06OO, DATE: SPECTRUM DRqssPEC1RUM DR, ISPEClURM DR, ISPEClURM DR, I TOTAL /1:,1
TO AlRPOiUPK'WI'. R-2 to R·l 􀁍􀁏􀁒􀁒􀁬􀁓􀁴􀁯􀁾􀂷􀀲􀀠AtopohOto R,R. QUANTITY 􀁾􀁾􀀠􀁂􀁾􀀠􀁟􀁾􀀠􀁟􀁾􀀠AMOUNT PRICE ELJ:(;TRICAL IMPROVliMENTS 4E6 CONC. ENCASED DUCTBANI<. 0' DlA. TYPE
DB PVC CONDua 6E6 CONC, ENCASED DUCTBANI<. 0' DIA. lYPE DB PVC CONDUIT BE6 CONC, ENCASED DUCTBANK. 6' DIA. TYPE DB PVC CONDUIT TUE STANDARD 3-WAY MANHOLE TUE STANDARD PRECAST DEEP WEUL
25 KV SWITCH PAD 0" DIA. TYPE DB PVC 9(1 DEG. SWEEPS. 36' ELECfRICAL SUlITOTAL 􀁾􀀠LF LF EA EA EA $9(1,00 $110,00 $140,00 SI6.100.00 $2.000.00 $110.00 80 40 80 80 280,00 0,00 300 430
520 1250,00 1 1 2 4.00 2 2 2 2 6.00 16 12 20 16 64.00 $ 12.960 $ 67.020 $ 89.700 $ 117.960 117.960 $ $25.200 $0 $175.000 $64.400 $16.000 $7.040 287.640 COMMUNICAll0N AND GAS COMMUNICATION
DUCT ONClUDING INNEllDUcn 􀁾􀀠$30,60 350 B 430 520 1600.00 $48.960 COMMUNICATION MANHOLES EA $7.650.00 2 1 2 2 7,00 $53.550 GAS MAIN 􀁾􀀠515.30 530 B 430 520 1600.00 $24.480 COMMUNICA1l0N
AND GAS SUB-TOTAL S 31.365 $ 21.420 $ 35.037 $ 39.168 21420.00 $ 126.990 􀁉􀀺􀁉􀁰􀁒􀁏􀁊􀁜􀁬􀁽􀁬􀀹􀀹􀀹􀀹􀀰􀀱􀁾􀁤􀁩􀀢􀁲􀁍􀁳􀁬􀁉􀀧􀁭􀁬􀁬􀁴􀁥􀁳􀁜􀁡􀁴􀁫􀁬􀁬􀁳􀁯􀁮􀀠clrcle\'Sp&ctMn.G12502.lls

ADDISON CIRCLE RECONCILIATION, PHASES 1, IIA, lIB TOTAL COST (TO TOWN) TOTAL COST (TO TOWN) PHASE I PHASEIIA $4,807,990 AVAILABLE $1,671,548 AVAILABLE $3,112,230 COST PLUS CHANGE ORDERS
TOTAL AVAILABLE FOR OTHER SUBPHASES OF PHASE II $2,482,000 TOTAL SPENT TO DATE ON lIB STREETS CAPE $142,742.60 -DOES NOT PAVING $ 82,274.89 INCLUDE FINAL UTILITIES $104,886.29 PAYMENTS
FOR EACH. $329,903.82 9/8/03 
,EP 10 2003 4:17PM HP LASERJET 3200 p. 1 Developer's Cost for Spectrum Construction Gap to be funded by Master Facilities agreement 550 feiJI X $1,760fff City's portion (1/3 In 1995)
Remainder to be funded by developers CltyHOrtles required funding for gap (112) CllyHomes maws street 10 be added 31 0 X $900tft Financial savings to CityHomes Under the ament plan,
CilyHomes would lose 8 units by putting In the mews street. , ' $ 968,000.00 $141,318.00$ 826,682.00 $413,341.00 $ 279,000.00 $ 134,341.00 
ADDISON CIRCLE RECONCILIATION, PHASES 1, lIA. lIB TOTAL COST (TO TOWN) TOTAL COST (TO TOWN) PHASE I PHASEIIA $4,807,990 $1,671,548 TOTAL AVAILABLE FOR OTHER SUBPHASES OF PHASE II $2,482,000
TOTAL SPENT TO DATE ON lIB STREETSCAPE $142,742.60 PAVING $ 82,274.89 UTILITIES $104,886.29 $329,903.82 9/8/03 
--pts,l CCSAP(l) 1.2.3 􀁕􀁾􀀯􀁕􀁴􀁬􀀠􀁵􀁾􀀺􀁾􀀢􀀠Display Vendor Claims and Purchase Orders Vendor 006763 ADDISON CIRCLE III, LTD 􀁾􀁾􀁾􀀠r page 1 of 2 Ln# C1airn# Invoice# Inv Date Amount
Check# Ck Date PO# Hold 1 126058 APP 12-STREETS 09/22/00 􀀱􀀳􀀬􀀲􀀹􀀳􀀮􀀴􀀵􀁾􀀰􀀹􀀷􀀰􀀳􀀲􀀠10/19/00 2 126059 APP 9-PAVING 09/22/00 􀀶􀀬􀀰􀀹􀀶􀀮􀀱􀀵􀁾􀀹􀀷􀀰􀀳􀀲􀀠10/19/00 3 125885 APP
II-STREETS 08/25/00 􀀲􀀶􀀬􀀹􀀰􀀱􀀮􀀴􀀱􀁾􀀰􀀹􀀶􀀸􀀲􀀰􀀠10/13/00 4 123913 APP 8-STREETSC 07/21/00 __10,029.55V095664 08/17/00 5 123914 APP 10-STREETS 07/21/00 􀀱􀀱􀀬􀀷􀀲􀀲􀀮􀀴􀀷􀁾􀀹􀀵􀀶􀀶􀀴􀀠08/17/00
6 123435 APP 9-STREETSC 06/24/00 40,931.2c/095519 08/10/00 7 121904 APP 8 STREETSC 05/24/00 􀀷􀀬􀀳􀀴􀀴􀀮􀀵􀁾􀀰􀀹􀀴􀀴􀀸􀀵􀀠06/22/00 8 119654 APP 7-PAVING 03/24/00 􀀲􀀱􀀲􀀮􀀵􀀳􀁾􀀹􀀳􀀰􀀵􀀷􀀠04/20/00
9 119655 APP 7-STREETSC 03/24/00 12,674.67 093057 04/20/00 10 119224 APP 6-PAVING 01/26/00 􀀳􀀴􀀬􀀲􀀶􀀳􀀮􀀸􀁾􀀰􀀹􀀲􀀷􀀷􀀶􀀠04/06/00 11 119222 APP 6-STREETSC 01/25/00 1,971.97';092776
04/06/00 12 117549 APP 5 STREETSC 12/21/99 􀀹􀀲􀀵􀀮􀀷􀀸􀁾􀀹􀀱􀀸􀀶􀀹􀀠02/24/00 13 117554 APP 5 PAVING 12/21/99 10,071.25y091869 02/24/00 14 116809 EST 4-STREETSC 12/20/99 􀀱􀀷􀀬􀀰􀀶􀀹􀀮􀀵􀀴􀁾􀀹􀀱􀀳􀀶�
�􀀠02/03/00 15 116810 EST 4-PAVING 12/20/99 4,421.64 091366 02/03/00 16115439 EST 4-UTILITIE 11/30/99 􀀲􀀰􀀬􀀹􀀹􀀲􀀮􀀲􀀱􀁾􀀹􀀰􀀶􀀱􀀳􀀠12/30/99 17 114421 EST 3-UTILITIE 10/31/99 􀀳􀀵􀀬􀀹􀀸􀀷􀀮􀀵􀀲􀁾􀀸
􀀹􀀸􀀰􀀹􀀠11/18/99 Type RETURN=Next page, F#=Forward # pages, B#=Back # pages, 􀁐􀀣􀁾􀁇􀁯􀀠to page #, L#=Line # detail display, or 􀀯􀁾􀁅􀁸􀁩􀁴􀀮􀀠(RETURN,F#,B#,P#,L#,/) , r 
pt'll CCSAP(l) 1.2.3 09/08 09:36 Display Vendor Claims Vendor 006763 ADDISON CIRCLE III, LTD Ln# Claimll I nvoicell Inv Date 16 113449 EST 2-UTILITIE 09/30/99 19 113451 EST 3-PAVING
09/27/99 20 113452 EST 3-STREETSC 09/27/99 21 112090 EST l-UTILITIE 06/31/99 22 111913 EST 2-STREETSC 06/27/99 23 111912 ESTI-STREETSCA 07/27/99 24 111914 EST I-PAVING 07/27/99 25 111915
EST 2-PAVING 07/27/99 and Purchase Orders Page 2 of 2 Amount checkll Ck Date poll Hold 34,045.83v689211 10/21/99 l,641.37v689211 10/21/99 􀀵􀀬􀀱􀀴􀀹􀀮􀀵􀁾􀀸􀀹􀀲􀀱􀀱􀀠10/21/99 􀀱􀀳􀀬􀀸􀀶􀀰􀀮􀀷􀀳􀁾􀀸􀀸
􀀴􀀴􀀹􀀠09/23/99 􀀱􀀬􀀸􀀱􀀱􀀮􀀸􀀹􀁾􀀸􀀶􀀳􀀰􀀳􀀠09/16/99 2,946.07v 068303 Q9/16/99 􀀱􀀮􀀲􀀹􀀵􀀮􀀶􀀶􀁾􀀸􀀸􀀳􀀰􀀳􀀠09/16/99 14,242.881088303 09/16/99 ;J y' '''F/'i ,! /' Type 􀁒􀁅􀁔􀁕􀁒􀁎􀁾􀁎􀁥􀁸􀁴􀀠pag
e, 􀁆􀁉􀁉􀁾􀁆􀁯􀁲􀁷􀁡􀁲􀁤􀀠II pages, B#=Back II pages, P#=Go to page #, 􀁌􀀣􀁾􀁌􀁩􀁮􀁥􀀠II detail display, or /=Exit. (RETURN,FII,BII,PII,L#,/) 
ptel CCSAP(l) 1.2.3 09/08 09:42 Display Vendor Claims and Purchase Orders Vendor 005955 ADDISON CIRCLE II, LTD Page 2 of 4 Ln# Claim# Invoice# Inv Date Amount Check# Ck Date PO# Hold
18 109782 EST 19-PAVING 06/30/99 728.16 086855 07/15/99 19 110074 100501 #4 06/30/99 67,882.35 087214 07/22/99 20 108715 100501 #3 05/31/99 220,296.25 086383 06/17/99 21 108716 EST 18-STREETS
05/31/99 20,680.71 086177 06/17/99 22 108717 EST 18 PAVING 05/31/99 160.14 086177 06/17/99 23 107329 EST 17 STREETS 04/30/99 41,174.28 085233 05/13/99 24 107330 EST 17 PAVING 04/30/99
1,342.30 085233 05/13/99 25 107799 100501 #2 04/30/99 85,495.85 085578 OS/20/99 26 106523 EST 13 UTILITI 04/25/99 3,932.33 086009 06/10/99 27 106610 100501 4/13/99 04/13/99 64,690.13
084855 04/22/99 28 106200 EST 16-PAVING 03/31/99 3,018.72 084449 04/15/99 29 106201 EST 16-STREETS 03/31/99 __43,177.44 084449 04/15/99 30 105176 EST 15-STREETS 02/28/99 17,374.27 083758
03/18/99 31 105177 EST IS-PAVING 02/28/99 791.77 083758 03/18/99 32 108524 EST 12 UTILITI 02/25/99 3,143.32 086009 06/10/99 33 103812 EST 14-STREETS 01/31/99 15,950.40 082770 02/11/99
34 103813 EST 14-PAVING 01/31/99 187.10 082770 02/11/99 Type RETURN=Next page, F#=Forward # pages, B#=Back # pages, P#=Go to page #, L#=Line # detail display, or /=Exit. (RETURN,F#,B#,P#,L#,/)
􀁾.. r_1/.\?r/'􀁾􀀯􀁬􀀨􀀩IL 1/'7 " . 
ptSl CCSAP(l) 1.2.3 09/08 09: 42 Display Vendor Claims and Purchase Orders Vendor 005955 ADDISON CIRCLE II, LTD Page 3 of 4 Ln# Claim# Invoice# Inv Date Amount Check# Ck Date PO# Hold
35 103087 EST 13-PAVING 12/25/98 1,162.39 082273 01/21/99 36 103088 EST 13-STREETS 12/25/98 22,025.87 082273 01/21/99 37 102224 PAVING-EST 12 11/25/98 513.78 081734 12/31/98 38 102230
STREETSCAPE-ES 11/25/98 23,411.79 081734 12/31/98 39 100676 EST II/PAVING 10/31/98 1,292.57 080649 11/12/98 40 100677 EST II/STREETS 10/31/98 20,768.59 080649 11/12/98 41 099602 EST
10-PAVING 10/09/98 2,856.16 080128 10/22/98 42 099803 EST 10 STREETS 10/09/98 13,311.99 080128 10/22/98 43 098160 #9 PAVING 08/25/98 6,673.71 078939 09/10/98 44 098161 #11 UTILITIES
08/25/98 27,063.40 078939 09/10/98 45 098162 #9 STREETSCAPE 08/25/98 ___ 7,605.85 078939 09/10/98 46 097206 #8 STREETSCAPE 07/31/98 673.56 078406 08/20/98 47 097207 #8 PAVING 07/31/98
17,859.47 078406 08/20/98 46 097205 #10 UTILITIES 07/25/98 785.82 078406/08/20/98 49 095900 #7 STREETSCAPE STREETSCAPE 06/30/98 1,189.96 􀀰􀀷􀁾􀀵􀀰􀀵􀀠07/16/98 50 095901 #7 PAVING 06/30/98
43,747.22 0?7505 07/16/98 51 095899 #9 UTILITIES 06/25/98 1,567.90,'077505 07/16/98 Type RETURN=Next page, F#=Forward # pages, B#=Back # pages, P#=Go to page #, L#=Line # detail display,
or /=Exit. 􀀨􀁒􀁅􀁔􀁕􀁒􀁎􀀬􀁆􀀣􀀬􀁂􀁾􀀬􀁐􀀣􀀬􀁌􀀣􀀬􀀯􀀩􀀠
􀁰􀁴􀁾􀀱􀀠CCSAP(I) 1.2.3 09/08 09:42 Display Vendor Claims and Purchase Orders Vendor 005955 ADDISON CIRCLE II, LTD Page 1 of 4 Lnn C1aimn Invoicen Inv Date Amount Check# Ck Date pon
Hold 1 117553 EST 24 PAVING 01/31/00 458.49 091868 02/24/00 2 117981 EST 25-STREETS 01/31/00 6,013.88 092139 03/09/00 3 120651 EST 15-UTILITI 01/25/00 27,918.66 093729 05/18/00 4 117552
EST 23 PAVING 11/30/99 3,342.50 091868 02/24/00 5 114420 EST 23-STREETS 10/31/99 235.79 089808 11/18/99 6 115440 99-03 #9 FINAL 10/31/99 26,421.23 090517 12/22/99 7 113445 EST 22-PAVING
09/30/99 187.10 089209 10/21/99 8 113447 EST 22-STREETS 09/30/99 20,627.28 089209 10/21/99 9 113456 EST 7/100501 09/30/99 19,365.66 089210 10/21/99 10 113444 EST 14-UTILITI 09/25/99
180.29 089209 10/21/99 11 111916 EST 21-PAVING 08/31/99 287.45 088302 09/16/99 12 111917 EST 21-STREETS 09/31/99 6,694.16 088302 09/16/99 13 112049 100501 APP 6 08/31/99 29,401.02 089449
09/23/99 14 111029 EST 20 PAVING 07/31/99 1,490.41 087673 08/19/99 15 111033 100501 #5 07/31/99 56,359.23 087842 08/19/99 16 111122 EST 20-STREETS 07/31/99 22,785.74 087673 08/19/99
17 109781 EST 19-5TREETS 06/30/99 17,445.77 086855 07/15/99 Type RETURN:Next page, F#:Forward # pages, B#:Back # pages, P#:Go to page #, L#=Line # detail display, or /=Exit. (RETURN,F#,B#,P#,L#,/)
,,;,!'7; ;: /Vf,:, 􀁾􀀠
pts1 CCSAP(1) 1.2.3 09/08 09:42 , Display Vendor Claims and Purchase Orders Vendor 005955 ADDISON CIRCLE II, LTD Page 4 of 4 Ln# C1aim# Invoice# Inv Date Amount Check# Ck Date POll Hold
52 094916 #6 STREETSCAPE 05/31/98 6,207.98 077053 06/18/98 53 094917 #6 PAVING 05/31/98 33,770.24 077053 06/18/98 54 094915 #8 UTILITIES OS/25/98 18,693.54 077053 06/18/98 55 093522
#5 PAVING 04/30/98 35,648.77 076162 05114/98 56 093523 #5 STREETSCAPE 04/30/98 2,375.35 076162 05/14/98 57 093521 #7 UTILITIES 04/25/98 29,988.50 076162 05/14/98 58 092176 #4 PAVING
03/31/98 32,050.70 075307 04/09/98 59 092178 #4 STREETSCAPE 03/31198 􀁾􀀴􀀷􀀮􀀱􀁬􀀠075307 04/09/98 60 092177 #6 UTILITIES 03/25/96 21,167.37 075307 04/09/98 61 091561 STREETSCAPE 3 02/28/96
4,015.73 074694 03/19/98 62 091563 PAVING 3 2/28/02/28/98 6,714.69 074694 03/19/98 63 091562 UTIL 5 2/25/98 02/25/98 17,228.58 074694 03/19/98 􀀻􀀲􀁣􀁾􀀻􀀾􀀠􀀨􀀩􀀨􀀩􀁾􀀠􀁾􀀭􀀺􀀭􀀶􀀧􀀠/Type
RETURN=Next page, F#=Forward # pages, B#=Back # pages, P#=Go to page #, L#=Line # detail display, or /=Exit. (RETURN,F#,B#,P#,LII.I) 
pt.l CCSAP(I) 1.2.3 09/08 09;42 Display Vendor Claims and Purchase Orders Vendor 005052 ADDISON CIRCLE ONE, LTD Page 1 of 1 Lnll Claimll Invoicell Inv Date Amount Checkll Ck Date poll
Hold 1 099891 119 5/29/98 OS/29/98 10,648.14 080129 10/22/98 2 097208 REQUEST 24/FIN OS/25/98 78,050.86 078564 08/20/98 3 093519 118 BOSQUE PARK 04/30/98 7,587.46 075968 05/14/98 4 093520
1123 04/25/98 18,786.08 075968 05/14/98 5 092608 BOSQUE PARK #7 03/31/98 28,290.14 075317 04/16/98 6 091564 REQUEST 22 2/2 02/25/98 10,387.11 074695 03/19/98 7 073260 PMT 6 9/25/96 09/25/96
162,299.72 062079 10/10/96 8 072089 RECONCIL REQ II 08/30/96 464.00 061274 09/12/96 9 072088 REQ #5 8/25/96 08/25/96 229,981. 75 061274 09/12/96 10 067750 ADD CIR EST 1 04/27/96 284,771.
78 058264 05/09/96 11 070305 ADD CIR 3/29/9 03/29/96 352,843.24 060089 07/18/96 !!'tr//1{),28") //Type RETURN=Next page, FII=Forward II pages, BII=Back /I pages, P#=Go to page II, L#=Line
II detail display, or /=Exit. (RETURN,FII,B#,P#,LII,/) 
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􀁾􀀶Y:3/. Z 2-J9 /10 //,722. Y7/II 􀀲􀁾􀀯􀀠9'o/.. y/J 􀀱􀁾􀀯􀁾􀀯􀀩􀁢􀁏􀁏􀀠i􀀯􀁾􀀠/7/􀁚􀁐􀀳􀀮􀁾􀀩􀀠6/t(;;I cfZ/ICf 1. 􀁾􀁯􀀠C(-:? 􀁾􀀠!!3t3I 18 C;. t;7 
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􀀢􀁾􀀢􀀠 "\?l \ 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠'" "'\' 􀁾􀀠 \'\'\ '-SJ 􀁾􀀠t:: .... 􀁾􀀠􀁾􀀠I { 􀂧􀁾 '-0 􀁾􀀠􀁾􀀠 􀁾􀀠N 􀁾􀀠􀁾􀀠 􀁾􀁾􀀠'-ffl
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Gibson & Assoc. Base Bid Selected AlternatiVes Award Change order #1 Change order #2 Change order #3 Change order #4 ChaRge order #5 Change order #6 Change order #7 Change order #8 Change
order #9 Adjusted contract Bid Reconciliation Phase I Improvements Offsite Utilities (sewer & drainage) Phase II Utilities (sewer & drainage) Phase II Streetscape (East side of Quorum)
Street Light Installation PHASE I ADDISON CIRCLE -PUBLIC INFRASTRUCTURE BID RECONCILIATION SEPTEMBER 4,1996 $ 3,426,109.44 $ 91,555.00 $ 3,517,664.44 ($352,843.24) ($15,972.01) $11,317.50
($aM43.06) ($34,696.37) ($12,696.44) $22,966.41 $18,419.08 $45,013.80 $ 3,112,230.11 Town ofAddison $2,905,116.31 $78,260.00 $83,840.00 DELETED $45,013.80 ITotals $3,112,230.11 I Payments
received to date from 'IAddlson Circle I" $ 405,474.00 Rebates paid to "Addison Circle I" $ 352,843.24 Net payment received from "Addison Circle III $ 52,630.76 Current payment owed
to "Addison Circle r' ($52,630.76) NOTE: If a $300,000 transfer from Phase IIA to Phase I we owe COlumbus $262,036.89 fur construction costs and partial reimbursement of engineering

ADDISON CIRCLE PHASE II FUNDING SUMMARY SEPTEMBER 4, 1997 PROJECT MASTER FACIUnES LENGTH PHASE UA. LENGTH FUTURE PHASES LENGTH AGREEMENT Quorum Drive $ 520,000 2075 linear feet $ 188,000
$ 332,000 (1J2 ofstreet) Addison Circle (Mildred) East of Quorum $ 31B,ooo 419 linear feet $ 318,000 4191lnearfeet 0 o linearreet Spectrum $ 364,000 1215 linearfeel $ 200,000 700 linearfeet
$ 164,000 5751illear reel Addison Circle Open Space (East Mildred) $ 610,000 1.13 acrea $ 610,000 1.13aO'es 0 o acres Quorum North Park $ 295,000 .69 actes oDacres $ 295,000 ,59 acres:
Mews Park $ 675,000 1.43 acres o0 acres $ 675,000 1.43 aeta$ R-2 $ 270,000 525 linear feet o0 linear feet $ 270,000 525 linear feet R-3 $ 205,000 400 linear feet oOllnearfee! $ 205,000
400 linear tH! R-4 $ 322,000 630 Unear reet S 268,000 52Stinearfeet $ 54,000 105 linear reel R-5 $ 166,000 325 linear feet o0: linear feel $ 166,000 325 linear feel M-2 $ 624,000 1215
linear feet $ 303,000 620 linear feet $ 321,000 655 linear feet Addison Circle (Mildred) East of Spectrum $ 131,000 500 Ilnearfeet $ 131,000 590 linear feet a o ffnearfeet TOTAL $ 4,500,000
$ 2,018,000 $ 2,482,000 Phase IIA Utilities Constructed during Phasel $ (83,840) Phase IIA Funds Transferred to Phase A211 (Subject to Council Approval) $ (300,000) Quorum Rotary Pari<
(Water Line) TOTAL FUNDS AVAILABLE FOR PHASe IIA (!-: i 
ADDISON CIRCLE PHASE IIA PUBLIC INFRASTRUCTURE COST RECONCILIATION SEPTEMBER 4,1997 DESCRIPTION TOWN OF ADDISON COLUMBUS TOTAL Bid Package "A" $ 245,000 $ 817,359 $ 1,062,359 Bid Package
"6" $ 365,000 $ 1,213,971 $ 1,578,971 Bid Package "C" $ 273,240 $ 810,270 $ 1 ,083,510 Addison Circle Median Park (Remaining Allowance) $ 588,308 0 $ 588,308 Design Engineering $ 398,000
$ 398,000 Construction Inspection Allowance $ 75,000 0 $ 75,000 Geotechnical Allowance $ 25,000 0 $ 25,000 Spectrum Street Lighting Allowance $ 50,000 0 $ 50,000 Addison Circle Street
Lighting Allowance $ 50,000 0 $ 50,000 TOTAL $ 1,671,548 $ 3,239,600 $ 4,911,148 NOTE: Total Columbus portion of II is $2,841,600 assuming a $300,000 transfer from Phase II A to Phase
I is approved. 
ADDISON CIRCLE PHASE IIA PUBLIC INFRASTRUCTURE BID RECONCILIATION SEPTEMBER 4,1997 BID PACKAGE "A" Jim Bowman Bid BID PACKAGE "B" Jim Bowman Bid BID PACKAGE "C" North Texas Contracting
Bid TOTAL PUBLIC INFRASTRUCTURE BID RECONCILIATION Phase IIA Improvements Quorum Rotary Park Waterline Addison Circle Median Park $1,062,359 $ 1,578,971 $1,083,540 $ 3,724,840 TOWN OF
ADDISON $ 826,990 $ 37,388 $ 18,862 COLUMBUS $ 2,841,600 o o TOTAL $ 3,668,590 $ 37,388 $ 18,862 TOTALS $ 883,240 $ 2,841,600 $ 3,724.840 • Funding from Addison Circle Median Park -Phase
I 
TOWN OF ADDISON SUMMARY OF ADDISON CIRCLE INFRASTRUCTURE COSTS FY1996 FY1997 FY1998 FY1999 FY2000 FY2001 FY2002 YTO -June FY2OO3 roTAL Urban Dlst. Streets -#65300 Special Services Advertising
engineering Street ConstrucUoruROW Acq. Signals Total 83,596 1,841,261 ',924.857 12,896 2JJ7 30,714 1.089,465 1001°74 1,233.246 112 114,192 114,304$ 3,272,407 Addison Circle-Phase 118
-#75300 Special Services Advertising Engineering Street ConstructionlROW Acq. Signals Tolal 252 252 417,465 417.465 291,797 29'.797 35,115 35.'15 $ 744.829 Bosque Part!: -#85801 SpactalSarvicss
Advertising Engineering land BeUermenlS TOiaI 463 1251538 125,999 4291596 429,596 $ 555,595 Ese;lanade Pert!:-#65800 Special Services Advertising Engineering Land BettarmenlS Toial 117
44,441 553!562 598.'20 15,350 15.350 $ 813,470 Spectrum Connection -#85300 Special Services Advertising Engineering Stmat ConstructionlROW Acq. Signals Total 26,_ 26,400 $ 26,400 Spectrum
Extension -#05301 Special Services Advertising Engineering Street ConstructionlROW Acq. Signals Tolal SO,'" SO,'" 134,653 3,299 137.952 S 188,896 Addison Circle lib -#95300 Special Services
Advertising Engineering Street ConstructioruROW Acq. Signals TOiaI 304 83,023 83,327 253,368 253.388 121,963 121.963 $ 458.858 TOIa! NI Projects i 􀀱􀀱􀀹􀀲􀁾􀀸􀀵􀀷􀀠$1,3591497 $ 9611365
$ 􀀹􀁾􀀲􀀴􀀴􀀠$ 3301233 $ 121 t 963 $ 501944 !Ii 1371952 $518801055 Updated: 09108103