N)§. ,:. 6: 0in· o n".n 􀁾􀀠iii j I 
MI<:MORANDUM DATE: June 25, 1996 RE: Addison Circle 􀁐􀁨􀁡􀀮􀁾􀁥􀀠1 Public Infrastructure TransversI: Suwcd Dummy Joint Spacing FROM: TO: David Meyers, Huitt-Zollars, 􀁊􀁊􀁹􀁾􀀠Bryant
Nail Columbus Realty Trust Murk Bnmdcnburg Columbus Realty T !\lSI Mark Person eJibson & 􀁁􀁾􀁳􀁯􀁯􀁩􀁡􀁴􀁣􀁳􀀠John Baumgartner Town of Addison Bruce Ellis Tl>wn of Addison Hill Brown
Huitl-Zollars. Inc, I'ax # 770-5129 72o-OSo2 557-1552 931-6643 931-6643 871-0757 There is a discrepancy on the plans whit lXg-.lrd to the joint spacing requirements for Ihis project
which require. some clarification. On Sheet 32 of 137 Note # 10 states thal the joint spacing shall not be less lhan tcn nor more than 30 feet Wilh 20 feel being the desired spacing.
On Sheet J5 of 137 Note #3 stales thal the maximum joint spacing shall be 12 feel and joints on Mildred and Quorum shall malch existing spacing. The following is the joint spacing to
be used for the remainder of this project • Pa.'iclJal Mews is to be sawed per the joint plan delivered to to pl3u holdeffi on June 24th. I !»96. • Joint spacing for Quorum Drive parallel
parking is to match the joint spacing in e>listing Quorum Drive. • Mildred Streel joint spacing is to match the joinl spacing in place prior to the demolition which was 15 foot muimull.l.
• The roundabout is to he ""wed per the joint plan on Sheet 29 of 137. • Morris Avenue and McKamy Avenue Ill\'! to he .awed Oll a mW\imum 12 foot spacing 􀁡􀀮􀁾􀀠staled on Sheet 15 of
137. Please call if you have ·any 􀁱􀁵􀁥􀁾􀀱􀁩􀁯􀁬􀁬􀁳􀀮􀀠
HUITf-.zoLIARS Huitt-Zollars, lnc./Engineering I Architecture 13131 McKlMey Avenue/Svita 600/LB 1051 Dallas, Texas 752Q4..2416/214.a71-3311/FAX 214-S71.Q157 June 19, 1996 Mr. Bryant
Nail Columbus Realty Trost 15851 Dallas Parkway, Suite 855 Dallas, TX 75248 RE: Aqdison Circle Phase I Public.Infrastnlcture Witt Mews Centerline Joint • HZ! Project No. 0l-2013-Q1 Dear
Mr. Nail: The Addison Circle Phase I Public Infrastnlcture plans call for a silicone joint sealant in all sawed joints. This material is being questioned as an appropriate application
for the Witt Mews centerline joint which was mistakenly sawed by the contractor. Huitt-Zollars has investigated some possible alternatives for the Witt Mews centerline joint in an attempt
to satisfy the Columbus requirements for aestheticl!' and the Town of Addison's concern with maintenance. ALTERNATE NO.1 Require Gibson & Associates to submit a high grade silicone joint
material and application procedures for the joint in question. The silicone joint sealant is gray in color at the time of application which addresses short term aesthetic issues. However,
over time the joint sealant will be blackened from tire marks, dirt and fluids washed down the alley. We recommend that the Town request an extended maintenance warranty for the .joint
material and installatioll which will address the maintenance issue. Long term maintenance will be required as is the case for all joints. ALTERNATE NO.2 . Require Gibson & Associates;to
install a Delastic Preformed Neoprene Compression Seal manufactured by the D.S. Brown Company. Neoprene seals exert a compressive force on the joint to actively prevent the entry of
moisture into the joint. We would require the use of Pavement Seal E-437 to be applied with DELASTALL NO. 104 Auto-Installer with the lubricants specified py the manufacturer. Neoprene
Compression Seals have an extended performance life or: IS to 20 years. The company has no warranty plan for the material. We would again suggest hat the Town require an extended maintenance
warranty from Gibson for th is material and installation. The disadvantage of this joint is not being available in any color other than black, which is a major concern to the development
from an aesthetic point of view . • G:\PROJ\OI211 1301\llN061 q.L iR 􀀭􀀭􀀭􀁾..􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀮􀁾􀀭􀀭 ......---..􀀭􀁾􀀭􀀭..--.---..􀁾􀀭􀀭Dallas l ForI Wor.h I How.ton! E! Paso I PhoeniX
(TuSM! Oolano I 􀁾􀁮Clemente ,. 
ALTERNATE NO.3 Require Gibson and Associates to install Sikaflex ICSL, self-leveling, I-part polyurethane sealant by the Sib Company. This product has.a one year warranty from the manufacturer:
The Town should require an extended maintenance and installation warranty for this product similar to the previous products discussed. This product is desirable from the aesthetics point
of view because it is readily available in concrete gray. This material has a low tack free time which will cut down on the dirt and debris discoloration at the time of application.
This material has specific installation procedures which must be followed and the manufacturer has recommended that priming be used for this application to strengthen the bond with the
pavement. In all of the above alternates it is extremely important that the joint be thoroughly cleaned per the manufacturers recommendations. We recommend that the joint be re-sawed
to insure that the seal material has a clean surfape for bonding. Alternate No.2 will likely need re-sawing to allow for the smallest available neoprene seal to be installed. It should
be noted that any material installed will require long term maintenance similar to any street pavement joint. It should also be noted that the joint may be concrete gray in color at
the time of installation but over a period of time the joint will discolor due to miscelJaneous fluids and vehicle tire tracking. Gibson & Associates has suggested the use of an epoxy
to seal the joint. We have discussed this option with the manufacturer and they agree that this is an inappropriate condition for the application of an epoxy product. Epoxy products
form a rigid non-flexible bond between the pavement which will likely cause a random crack to occur in some other area of the pavement slab. For this reason epoxy products are not considered
as an alternate for the Witt Mews. Please review the above information and the attached materials and advise Gibson & Associates on how to proceed with the resolution of this problem.
Sincerely, HUITT-ZOLLARS, INC. 􀁾􀀯􀁤£./l!o/ttrS David E. Meyers Enclosure cc: G:\PROJ\O120l:ID1\8N0619.LTR 
Mark A. Francis Specialist. Concrete Pavement 􀀦􀀺􀁾􀁉􀀧􀁉􀁬􀀼...: 41!J.2S7·)S61 Fax: 419·257·2200 P.O. Box 158. North Battimore. Ohio 45872-0158 Since 1890 .1 
•• II I DELASTIC NEOPRENE COMPRESSION SEALS • o• II·. II' 1)11 _. !-_ THE 0.5. BROWN COMPANY is an Ohio-based, wholly American-owned manufacturer of rubber products for the construction
industry. Founded in 1890 and incorporated in 1949, The 0.5. Brown Company has become a leader in extruded rubber seals and gaskets in the past 31 years. Working with custom compounds,
developed in-house, excellent results have been achieved in close tolerance shapes for sealing purposes. As early as 1960, the company was producing the first generation of neoprene
highway compression seals. These were improved upon and marketed under the tradename "DELASTIC"® here and abroad. Working closely with state highway departments and consulting firms,
the quality and specifications of the products are kept to the current state of the art. Inquiries about the systems described herein are welcomed. This brochure is primarily intended
as a selection guide and general background information for the products presented. Material Unless noted otherwise, the DELASnC preformed compression seals are extruded from compounds
of neoprene (polychloroprene) which meet the current applicable ASTM Standard Specifications for concrete pavements or bridges. (See back cover.) Installation In all instances, the joint
sides must be reasonably clean and free of spalls with a properly designed width. Depending on seal size and type, tools are available for sale or rental (see back cover) to facilitate
insertion. Lubricant-adhesives are used in most applications. THE 0.5. BROWN COMPANY markets "Delastiseal" DELASTIC "E" AND "V" SERIES The "E" and "V" series Delastlc' preformed neoprene
seals are the primary sealing system for concrete pavement slabs in all major applications -primarily in concrete roadways, airport aprons and runways. Preformed neoprene seals are designed
to prevent the entry of harmful and damaging particles and moisture into the concrete joint. The seal performs this duty by exerting constant compressive force on the joint face while
allowing the concrete to expand and contract due to temperature and physical changes that may occur. Delastic' preformed neoprene seals are recognized by the FHWA, Corps of Engineers,
U.S. Air Force, consulting engineers and other agencies as a longlasting and effective concrete pavement joint seal. As joint seals receive increasing attention in the industry. the
superior life cycle value of The 0.5. Brown preformed neoprene compression seal becomes apparent. Some of the other benefits that accompany the use of our preformed neoprene compression
seal is its ability to seal jOints in concrete where high moisture is present, its resistance to jet fuel, the speed of installation, cleanliness of the product, ease of inspection and
the dramatic reduction in concrete joint spalling. The 0.5. Brown Company is the only manufacturer of the preformed neoprene seal in the industry that also markets its product, this
allows The 0.5. Brown Company to offer both the service and quality the customer requires. DELASTIC'. and DELASTALL'. are registered trademarks of THE 0.5. BROWN COMPANY. (meeting ASTM
02835 standards) and "Delastibond" (urethane-based, 60% solids) to lubricate and bond during the installation of the seal with the joints. The desirable installation temperature on outdoor
job sites ranges from a maximum of 75-8O"F (seals become difficult to install at higher readings) to a low of 35-4Q°F (the lubricant/adhesives have impaired effectiveness in cold air.)
Delivery The extrusions are shipped on either reels, spools, or in boxes in ordered lengths, marked as required by the customer. The lubricant/adhesives are supplied in one or five gallon
containers, clearly labeled with the necessary data. Typical Joint design for the "E" and "V" series pavement seals_ A􀁾􀁪􀀠I '.. 3116-; 1/16A , • ·, ·:'.:.':oa . : 􀁾􀀬􀀠· , ·, ' I
· .-. " . ," ' , ,.B " . · .•, ,• ·, · ,, , · ·, • , ·, · • ·,, , ,,, , , \oj􀁾􀀠• ,.• ,... . ,,, . , , . ,•, · , • ,, ·, • , , ·•, . · • •, · ·• , ' " , · ,, , , · • · , · • · , • ,
,· , · , , · , , • :,: :,: I 􀁬􀁾􀀺􀀠, , , . 1/8'· · • , ..... 1 , .,· . • , , , · · . · •· , •, ·, ,•, , · .' • , , • • . , • , ,• . · 1 II 
"E" AND "V" SERIES PAVEMENT SEALS o Metric dimensiOns ShOwn irt parentheses. (Mid) E-437 V-562 􀁾􀁷􀁾􀀮E·1253E-437 V-812 􀁾􀀮􀀠T H) ...l SEAL SIZE CHART *120 Degree TemperallJre Variance
Used .U .55 .10 .65 .70: :1$ .SO .90 􀁾􀀵􀀠1.00 􀀱􀀮􀁬􀀮􀁯􀁥􀁴􀁉􀁦􀀮􀀯􀁘􀁉􀁫􀀧􀀪􀁯􀁮􀁰􀁰􀁴􀁬􀁴􀁐􀁪􀀧􀁳􀁉􀁉􀁢􀁾􀀢􀀢􀀧􀁪􀁏􀁲􀁴􀁉􀀱􀁾􀀠JOlNTOPEHlHGPNCHESJ 2. 􀁾lo.1tIol1'IgiT!: SIdoto 􀁾􀁡􀁮􀁤order
􀀧􀁩􀁩􀁗􀁩􀀧􀀧􀀧􀀧􀀧􀀧􀁾􀀠􀁥􀀮􀀱􀁉􀁡􀁉􀁯􀁑􀁾•• 􀁾􀀮􀁟􀁾􀁯􀀻􀁄􀁉􀁉􀁤􀁬􀁯􀁤􀁬􀁲􀁩􀁾􀁈􀀪􀀬􀀤􀁕􀀮􀁾􀁹􀁴􀁎􀁴􀁄􀀮􀁓􀀮􀀶􀁒􀁏􀁗􀁎􀁾􀀱􀁑􀁲􀀱􀁴􀀧􀀱􀁬􀁴􀀼􀁗􀁎􀁬􀁬􀁬􀁾􀀠NC1lES: "llickno9s 􀁾sealwaland
__ ...not_IDscaJo. f MaxI:nun movement 1haI: seal wi! """,,,._In join! 􀁾""""'"design. 'A 􀀢􀀢􀀧􀀢􀀢􀀢􀀢􀁾wi! put exces:sive sttess on sealandrreycause""""""""-.􀀧􀁁􀁟􀁾􀁲􀁲􀁥􀁹􀁮􀁯􀁴􀀠pr<M:fe
sufIIcionI compt66Sive fon;e to hc;id seal in place. MeeIs ASTh1 0 2E28 and AASHTO M-220 Slandanj Spedli::atioi IS. o 60 A. Slab @50 A. Slab @40A.SIab @:IOA.SIab ® 20 A. Slab ® 15A.SIab
2 
INSTALLATION AND SPECIFICATIONS 􀁄􀁅􀁌􀁁􀁓􀁮􀁾Installation Tools To facilitate seal installation, The D.S. Brown Company offers a complete line and TAPPER of self-manufactured tools
and machines for sale or rental. From lI1e simple handroller (Mark I) to lI1e highly productive DELASTAll No. 104 auto malic installing machine. the right 1001 for the right size seal
is on hand for contractor customers. Size Applications: Trough and Tapper for seals from 1-1/4 to 4 inches nominal width. MARK X for seals from 1-518 to 2-1/2 inches. MARK XX for seals
from 3 to 6 inches. DELASTAll No. 104 Auto-Installer primarily for pavement seals (7/16 to 1·5/8 inches). Lubricants 'Oelastiseal" and "Oelastlbond' are the names of the lubricant/adhesives
supplied by The D.S. Brown Company. Specification sheets are available when required. The seles/service personnel of the seal division is glad 10 advise on type and quantity of lubricant
required. The use per lin. ft. factor varies so considerably for the many different extrusions extrusions and applications that it is Tensile strenglh. min, psi iMPa) 0412 elongallon
at b«tak, mm, % 0412impractical to provide such information Haronsu. Type A dureme!er, POUlts o2240 Imodilied)A in this brochure. (Example: 4-5 inch size 0\1." aging, 70 h at 212"F {100·Cj:
0573 Tetlsile strength. rna •• % lOSS 20 Efongatlon. mop. 04 loss 20 seal of CV or H type may require about 1 gallon per 100 ft. of seal.) Hardness, Type A (fl.lromeler. p<!i('U$ chaw;;e
o 10 􀁾􀁏􀀠all sweJl. A,SrM all No.3. 10 h al 212"F {lOo-C): Weight t:hallQ" mJx. % Otomt resislanceB; MateriaVSpeciflcations For concrete pavement seals (E and V 2()% slraln, 303 mPa
01 ozone in air ithe 'IOIume fradlon o 1j49series), ASTM Standard Specification D of 010ne is 300 pj)hm In air at , Jim" 70 h at 􀁬􀁾􀂷􀁆􀀠􀀨􀀴􀀰􀁾􀁃􀁊􀀮􀀠wiped wilh toluene 10 remov&
$urt/lCe t:ontamination Low·Temperature r&coveryC, 72 h at 144F (-10"C), 50%; 2628-81 apply (not reproduced here). For series Hand CV, the ASTM 􀁾􀁥􀁥􀁴􀁦􀁯􀁮􀀬􀀠min. % BB SectIon 7D
IiStandard Specification for Low·temperalure (ecoveryC, 22 h at -2O"F (-29"C), 50%: Oellectlon, min, % 􀁴􀀱􀁬􀁧􀁍􀁥􀁲􀁮􀁊􀀩􀁥􀁲􀁡􀁴􀁜􀁬􀁾􀀠recoveryC, 10 h at 212"F [l00'C), 50%: PREFORMED
POLYCHlOROPRENE ELASTOMERIC JOINT SEALS FOR Oeflec:tion., min, % 85 Secno" 70BRIDGES, Designation D 3542-82 is ComplG:Ssion<lelleelion properties: 0575 Method A (modified)E II:LO min,
% See 5.1 • .40mel (See table to the right.) LC maJ(, % See 5.1.50lubricant/adhesives shall conform to Movement Sefe 5.1.6D ASTM 2835/ASTM D·4070 respectively. It' THE as. BROWN COMPANY
.....l r ! ,\ P. O. Box 158 • 300 East Cherry Street· North Baltimore, Ohio 45872'()158 • U. S. A. Telephone: 419-257·3561 ' FAX: 419-257-2200 
Spec Component: SC-G74-0695 Supersedes:SC-G74-0194 Part 3 -Scope: Product and Application This specification describes the sealing of joints with a one-component, self-leveling, elastomeric,
polyunethane sealant. 3.01 Acceptable Manufactuners A. Sikaflex-1CSL, as manufactured by Sika Corporation, Lyndhurst, New Jersey, is considered to conform to the requirements of this
specification and has performed satisfactorily for joint sealing for a minimum of one year. B. Substitutions: The use of other than the specified product will be considered providing
the contractor nequests its use in writing to the Engineer. This request shall be accompanied by (a) A certificate of compliance from an approved independent testing laboratory that
the proposed substitute product meets or exceeds the specific performance criteria, tested in accordance with the specified test standards; and (b) Documented proof that the proposed
substitute product has a one year proven record of performance of joint sealing, confirmed by actual actual field tests and five successful Installations that the Engineer can investigate.
C. Certification from the manufactuner demonstrating compliance with the ISO 9000 quality standard in the development, manufacture, and sale of the product. 3.02 Perfonnance Criteria
Typical Technical Data (material and curing conditions at 73" F,50% R.H.) A. Properties of the uncured polyunethane sealant: 1. Initial Cune (Tack·Fnee Time): 1-2 hours 2. Consistency:
self-leveling 3. Color. concrete gray B. Properties of the cured polyurethane sealant: 1. Tensile Properties (ASTM 0-412) at 14 days a. Tensile Strength: 550 psi b. Elongation at Break:
700% c. Tensile Stress at 100% Elongation: 150 psi 2. Hardness (ASTM 0·2240) at 21 days: (Shone A): 45 :t: 5 3. Adhesion in Peel (ASTM C-794) a. Concrete (unprimed): 24 lb. b. Concnete
(primed): 45 lb. 5. Service Range: -40 to 170°F 6. The sealant shall conform to Federal SpeCification IT-S·00230C, Type I. Class A. 7. The sealant shall conform to ASTM C-920, Type S,
Grade P or NS, Class 25. 8. The sealant shall be capable of :1:25% of the average joint width when tested in accordance to the durability bond test of Federal Specification IT-S-00230C
and ASTM C-920. 9. The sealant shall be non·staining. 10. Final Cune: 5 days max. 
3.03 Materials A. Polyurethane sealant: 1. The joint sealant shall be a one-component, self·leveling, polyurethane·base material. It shall be applicable in horizontal joints. The sealant
shall cure under the influence of atmospheric moisture to folTl1 an elastomeric substance. B. Any primers, as required, recommended by the manufacturer of the specilied product, approved
by the Engineer. C. Backer rod or bond breaker tape, as approved by the Engineer. 3.02 Mixing & Application B. Joints 1. Placement Procedure: Prime all substrates only as required based
upon the recommendations of the manufacturer of the specified product, when field testing indicates need, and when the jOints will be subject to immersion after cure, as approved by
the Engineer. 2. Install approved backer rod or bond breaker tape in all joints subject to thelTl1al movement to prevent three·sided bonding and to set the depth of the sealant. Approval
of the backer rod or bond breaker tape shall be made by the Engineer. 3. Joints shall be masked to prevent discoloration or application on unwanted areas, as directed by the Engineer.
If masking tape is used, it shall not be removed before tooling, yet must be removed before the initial cure ofthe sealant. Do not apply the masking tape until just prior to the sealant
application. 4. Install sealant into the prepared joints when the joint is at mid-point of its designed expansion and contraction. Pour or extrude the sealant into the prepared joint
in one direction and allow it to flow and level as necessary. Avoid overlapping the sealant to eliminate the entrapment of air. Tool, as required, to properly fill the jOint. 5. Adhere
to all limitation and cautions for the polyurethane sealant as stated in the manufacturers printed literature. 8. Cracks 1. For best perfolTl1ance sealant should be gunned into Clack
to a minimum of X" in depth. Pour or extrude the sealant into the prepared crack in one direction and allow it to flow and level as necessary. Avoid overlapping the sealant to eliminate
the entrapment of air. Tool, as required, to properly fill the joint. 2. Adhere to all IimitaUon and cautions for the polyurethane sealant as stated in the manufacturers printed literature.
3.05 Cleaning A. The uncured polyurethane sealant can be cleaned from tools with an approved solvent. The cured polyurethane sealant can only be removed mechanically. 8. Leave finished
work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas. Note: Tests were perfolTl1ed with material and curing conditions at 71°·75° F and 45-55%
relative humidity. 
SC-074 SikafleX® 1 CSL Expansion Joint Filler Sealant Sikaflex 1 CSL (self-leveling) 1. Pour Sikaflex 1 CSL into prepared joint, allow to flow and level as necessary. Minimum depth %".
2. Tool as required to properly fill joint. Client Name: _______.___ Job Name: _________ Date: __________ 
􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭PREP-013 Expansion Joints Fig. 1 a Fig. 1b 􀁾􀁾􀁾􀁷􀁒􀀠Fig. 2 • Leaking Water 􀁾􀁾􀀺􀀷􀀺􀀷􀁾􀁾􀀠Part 2 -Surface Preparation A. Tha joint and
adjacent substrata must be clean. sound. dry and frae of frost. Remove all traces of Ihe old sealant. dust. grease, curing compounds, waxes. impregnations. foreign particles, efflorescence
and other bond 􀁩􀁮􀁨􀁩􀁢􀁾􀁩􀁮􀁧􀀠materials from the surface by mechanical means, i.e.• sandblasting, elc., as approved by the Engineer. Blow joint free of dust using compressed air
line equipped with an oil trap. 1. Polyurethane sealant. (Fig. la) I nstallbackar rod (closed cell is preferred to open cell) to prevent 3-sided adhesion, control sealant depth and provide
atooling base. (Fig. lb) For shallow joints bondbreaker tape can be used instead of backer rod. Reference: ACI 504R·n "Guide to Joint Sealants for Concrete Structures' Sealant Waterprooling
Restoration Institute, Applicator Training Mariual 'Applying Sealants' 2. Expanding polyurethane chemical groUl" -begin by drilling 518' diameter holes along the side of the joint at
45' angles. Drill the hole to Intersect the joint midway through thesubstrate. Install the injection packers In holes. Prior to product application moisture mustbe present. If concrete
being injected contains insufficient moisture to activate the grout, inject the joint with a small amount of water prior to the application of the chemical groul. (Fig 2.) If the joint
to be Injected Is a 1/2' or greater at the surface, pack an open cell polyurethane foam saturated wkh the mixedpolyurethane chemicalgrout intoto the joint. Spray the saturated foam with
asmall amount of waterto activate . the grout and create a surface seal. Effective: 0991 . 􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠Client Name: ________􀁾􀀠__________ JobName: _________􀁾_____________
Date: ___________________ 201 PallloAvenue -Lyndhurst. N. J. 07071 • (201) 933.aaoo II 
Sikaflex® 1 CSL SC-074 Crack Filler Sikaflex 1 CSL (self-leveling) 1. Pour Sikaflex 1CSL into prepared crack, allow to flow and level as necessary. Minimum depth )4", W' in direct traffic
areas. 2. Tool as required to properly til! crack. Client Name: ____􀁾__..__ JobName: _________ Date: __________ 
􀀺􀀺􀀻􀁬􀁫􀁡􀁔􀁬􀁥􀁸􀁾􀀠1t,;::;L Self-leveling, 1-part polyurethane sealant ® DESCRIP110N A single component. self-leveling, premium-grade polyurethane sealant with an accelerated curing
capacity. Meets 􀁆􀁥􀁤􀁾􀀠eral Specification n·S·00230C. Type 1, Class A. Meets ASTM C·920. Type S, Grade P, Class 25. WHERETO USE Sikaflex 1CSL is used to seal horizontal expansion
joints in concrete and cementitious slabs such as: ... Sidewalks .. Balconies .. Pavements ADVANTAGES ... 1􀁾􀁣􀁯􀁭􀁰􀁯􀁮􀁥􀁮􀁴􀀮􀀠no mixing ... Self·leveling. pourable ... Accelerated
curing ... Permanently elastic ,& Excellent adhesion .to. Convenient, 􀁥􀁡􀁳􀁹􀁾􀁴􀁯􀀭􀁵􀁳􀁥􀀠packaging COVERAGE 20 M. Oz. uni-pac sausage seals 24 lineal 11. of Y.l x :,;" in. joint.
PACKAGING Disposable 20 oz. uni·pac sausage, 201 carton. Availablecn special order: 4.5gallon pails. PRIMING Priming is not usually necessary. Substrates only require priming iftestIng
􀁦􀁮􀁤􀁩􀁾􀀠cates a need or where sealant will be subjec:ed to water Immersion after cure. Consult Sikallex Primer Technical Data Sheet or Technical Service for additional information
on priming. APPUCA110N Recommenced application temperatures; 40·100 F, Pre·conditioned sealant to ao' proximately 70 F is necessary when werkIng at extremes. For best performance . Sikallex
1CSL should be poured inro join: when joint slot is at mic-point of ;IS designed expansion and contraction. Pour sealant into joint slot in one direc:ion and .allow sealailt to flow
and level OUi as necessary. Teol as required. Use closed cell backer rod instead Of open cel! :ooffer greater supcort. UMITA110NS ... AllOW 1 week cure at standard conditions when using
Sikaflex 1CSL in totat ;Nater immersion situations. .. MaXimum exposure fevel of chlorine is 5 ppm. .. In joints subject to movement· maximum depth of sealant must not exceed Y.z in.:
minimum depth is v.. in. ... Minimum depth ot sealant for horizontal joints subject to traffic is 􀁾in. .... Maximum expansion and contraction should not exceed 25% of average joint
width. . ".. Do not cure in the presence of curing siHcone sealants. .. Avoid contact with alcohol and other solvent cleaners during cure . ... Do notaoplywhen moisture-vaoortransmission
condition exists from the sub􀁳􀁾􀁲􀁡􀁴􀁥􀀠as this can cause bubbfing within the sealant. ... Use opened uni-pac sausages the same cay. ... The Ultimate performance of Sikaflex 1 CSL
depends on good joint design and proper appiicatlon with joint 􀁳􀁵􀁲􀁾􀀠iaces properly prepared. TYPICAL DATA FOR SIKAFLEX leSL (Material and curing condJtians 73FAND 50% R.H.) I1()WTOUSE
SURFACE PREPARA110N Clean all surfaces. Joint walls must be sound, clean, dry, 􀁾􀁲􀁯􀁳􀁴􀀭􀁦􀁲􀁥􀁥􀀬􀀠and free of oil and grease. Curing compound residues and any other JOreign marter
must be thoroughly removed. Install bond breaker tape or backer rod to prevent bond at Mse of JOint. COL-OR Concrete Gray . SHELFUFE 9 months, in original unopened packaging. STORAGE
Store at 40·95 F. Condition material 10 65-85F beto"" using. CONDmONS APPUCA110N 40·100 F. Sealant should be installed when joint is at mid.range of TEMPERATURE its anticipaied movement
SERVICERANGE -40 to 170 F. CURING RATE Tack-free Time: 1 to 2: hours Final Cure: 3 to 5 days RECOVERY >90% SHORE 'A' HARDNESS (ASTM "'2240) 21 Day 45 􀁾􀀠5 TENSlI.E PROPERTIES (ASTM
1J.412) 21 Day Tensile Streng"'; 550 psi Elongation @Break: 700% Modulus of E!asticily 100%: 150 psi ADHESIONIN PEEL (ASTM C-794) Substrate Peel Strenglh Adhesion Loss Concrete (with
Primer 35) > 45 pli 0% Adhesion Loss JOINTMOVEMENT " 25% WEATHERING RESISTANCE Excellent 
HUITT·ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 o OJ8Sa.-1 '+-/1.r.5iOC-f 􀁾􀀮􀀠. -J oB SJ7'£ 71Zt41(.,Efh,... DAn: 7tD/c;& I􀁊􀁏􀁾􀀻􀁚􀁯􀁉􀀺􀁊􀀡􀀩􀀨􀀠􀀧􀁔􀀢􀁖�
�􀁾􀀡􀀬􀁎􀀠a Pcj) 􀁾􀀬􀀠􀁾􀀠CJ'/Z$<>,.J 􀁒􀁾P.pJC , 􀁃􀀮􀀯􀁾􀀠hf-/Jri!r -::;:: .r ; WE ARE SENDING yOU 9\ Attached 0 Under separate cover via 􀁕􀁾'-'"''j the folfowing items: o Shop
drawings 0 Prints 0 Plans 0 Samples 0 Specifications,d Copy of letter 0 Change order C ____________________ COPIES DAiE NO, DESCRIPTION 2. S 15Jbr" nz,4...'JV'6I' X-c:m ifz;:z4 E/.«:r
;?;b,: I' -d'2'Z"l. . 7IZ(lsif' 􀁉􀁾􀂷􀁾􀀯􀀸􀁉􀁊􀀠I, Ii 'Zz" 􀁩􀀳􀁾􀀱􀁦􀀠i'c,i I i ,. &' Z-z3 7'J2Ii-J't-. 􀀯􀀲􀁣􀁲􀀺􀀮􀀮􀀮􀀮􀁾􀀠lW8 􀀧􀁾􀀢􀀠( ( It. ZI( 􀁔􀁾􀀯􀀠.:; I ,. THESE ARE'TRANSMITTED
as checked below: o􀁆􀁯􀁲􀁾approval o Approved as submitted o ResubmitL__,copies for approval D Focyour use o App roved as noted o Submit__copies lor distribution o As requested o Retumed
for corrections o Retum __corrected prints o Fer-review and comment 0 _____-+.,________________ o FOR BIDS DUE ________19' 0 PRINTS RETURNED AFTER LOAN TO US REMARKS rQ4-{tfU;': ,q,ppa...-,n;j:Q
Cjc...efr 7i£u. .;15."2/1 􀁻􀀻􀀭􀀻􀁺􀀮􀀮􀀮􀀽􀁦􀁾􀀬􀀠COpy TO,______________________ 􀁾􀀠SIGNED: 􀀼􀀺􀁢􀁾􀁾􀁴􀀿􀀴􀀧􀀠It 􀀮􀁾􀁵􀀬􀀮􀀮􀀮􀀮􀀠.r. not •• nott1'4. kIndly 􀁾􀀠/
-/'-/fI NO EXCEPTION o REJECTED 0 REVISE ANu 0 MAKE CORRECTION.;; TAKEN RESUBMIT NOTED Correctionsorcomrnentsmade on the snopdrawings duringthis review do notrelieve 􀁢􀀯􀁾􀁏􀀢􀀠L 1
-3":0"" -L--I -----1 14'·20 SIS BOLTS CI<:!"'. 􀁾􀀠􀁾II[E. EXPO BENCH 􀁾􀁾􀀱􀁾􀀠contractor from compliance with 􀁲􀁃􀁾􀁬􀁉􀁩􀁲􀁥􀁭􀁣􀁮􀁴􀁳􀀠of the drawings and specifications. o to 􀁾􀀠This
check is only for review of general conformance with the deslflr. concept ofthe' j;;t:project and general complii:lnce with the information given in the contract docu· ..... m\,.....
ments. The contractor is responsibl'2 for: confirming and co.rrelattng all quantities t-I....'and dimensions: selecting fabrication processes and techn;·:,u.,'lS of contsruction; p;
..... 􀁾􀀠coordinating his work with that of all other tradeSi and periormmg his work in a safe 􀁾􀀠and satisfactory manner. c.. 􀁾􀀠lp; -;::")11HUITT-ZOLLARS, INC. e:xDate: '1 (","3131
McKINNEY AVE., SUITE 600 DALLAS, TEXAS 75204 By: Owt!", *"19"i214) 871-3311 F-, l 3"'-0 u I 1 ,f uq uq 􀀮􀁾􀀠I I I . to..""-,, ""'-......."'" 􀁾􀁾􀁾􀁾􀀠FURNITURE 1 (:> T 1I4'x1' fl -[p
It 1 .':] ,,d t-C.I. BENCH END (3 REO'O.J Yz. '/A.\Jct\O"t2.S 6c.A.L.1:'!!: WLj. 'I :: 1"-0 II 
_____􀁾􀁾􀀭􀀲􀁎􀁾􀂷􀁤􀁾􀀮􀁾􀂣􀁾􀀧􀁩􀁌􀀲􀀰􀀭􀀭􀁾􀁧􀁾􀀶􀁾􀀸􀁾􀀱􀁾􀂷􀁧􀁬􀂰􀁴􀁲􀁎􀁬􀁣􀀩􀁅􀁘􀁃􀁅􀁐􀀧􀁮􀁣􀁾􀂷􀀠• 'Od . 0 NO 􀁅􀁘􀁃􀁅􀁐􀁔􀁉􀁏􀁎􀀭􀁾􀁅􀁊􀁅􀁃􀁔􀁅􀁄􀀠0 REVISE AND 0 MAKE CORRECTlON$
"'. . . TAKEN RESU BMIT NOTEDr-'''' Corrections orcomments rnadeon the shop drawl ngs during this revlewdo notrellevQ 'contractor from compliance with requirements of the drawings and
􀁳􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁡􀁴􀁬􀁯􀁮􀁳􀁾􀀠This check is only for review of general conformance ....ltl1 the desigr: cC'ncept 􀁯􀁦􀁴􀁨􀁥􀁾􀀠prOtect and general compliance with the information given
in the contract docu-filii( rTlents. The contractor is responsib:.c! for: confi(mlnR and co.rrelating ,all 􀁱􀁵􀁡􀁮􀁴􀁩􀁴􀁩􀁥􀁾􀀠· 'and dimensions; selecting fzbrication processos anj
tecim.;,!u'l.!"s Ol c,:mSI ••ctiont: · coordinating his work with that of all other trades; ane periormi:ng htS work;o a sa"" and 􀁾􀁡􀁴􀁩􀁳􀁴􀁡􀁣􀁴􀁯􀁲􀁹􀀠manner. HUITT·ZOLLARS,INC. 3131 McKINNEY AVE., SUITE 600 DALLAS, TEXAS ;P204 w -r---,,--'..>'1: · . (214) 871-3311 􀁾􀀠" " " 􀁾􀀠.-. · .{Lt===t.!1' .. ," 􀁾􀀠,.' .... -« t 􀁾􀁉􀀠I I e 'liI: •... T I g "if:
... j ..-..'" 0 􀁾􀀠!';" .! . J: 􀁾􀀧􀀠.q 􀀮􀁾􀀠􀁾􀀬􀀧Q;􀁾􀀠DOI.,-,,,I., 􀁾􀀠By: t:h..,.J 􀁾.= III ".t> :> \I: ,. 􀀮􀁾􀀠;t 1., 􀁾􀀠,... 􀁾􀀠.r>• III 􀁾􀀠􀁾􀀠III t.I 'l 'hI 􀂧􀁾􀀠"-;-k
􀁾􀀠􀁴􀁬􀁾􀀠􀁾... 􀁾􀀠-"",ill l! II 􀁬􀀧􀁬􀁾􀀠0t.l yo 􀀮􀁾􀁾􀀠 ',;J ,gill '/t"􀀮􀀬􀁾􀀠1 J Rl1('PTVF.1) 'JUN171996 I 91 r 966t .... et .... S0 = 􀁾􀀠􀁾􀀠􀁾􀀠::"'ii\􀁾􀀠*!;' xll II)<::.
􀁾􀀠􀁾􀀧􀁑....􀁾􀀠> it £11 􀁾􀀠'!ic.oIi 'O;:;!􀁾􀀠$􀀬􀂧􀁾l 􀁾􀂣􀁬􀀠􀁾􀁥􀀠.... 0 8'§􀁾􀀠'gU 'Qrl........ I 􀁾􀀭􀁩􀀠􀁾􀀠Q)Cllrl 􀁾􀀠􀀧􀁳􀀮􀁾􀀠.... i:l....􀁾􀀠III .... ,0 §1-4 􀁾􀀠􀁾􀀠,
􀁾􀁾􀀠 ....I .... = .... .... '<1' !x 􀁾􀀠Ul <'1 til . 􀁾􀀠* 􀁾􀀠.t: '0 -/m 􀁾􀁓􀀠􀁲􀁾􀀠. 
"J 􀀢􀀧􀁾􀀠P" C::. -,:;<>.c [ IE 􀁾􀀠r .... 'Tj􀁾􀀠􀁾􀀠(• -:I •• 􀁾􀀠_ I 􀀮􀁾􀀠,.. " " . ·_.t.7·___􀂷􀁾􀀮􀂷􀂷􀀠􀁾.• 􀁾􀀠.• "••.• n N '".... '" -::;J ..•,.. -,.....􀀭􀀮􀁾... ..._"". -,._.,._-"
.. '..--..􀁾􀀭􀀭􀀭.. 􀁾􀀠8070·56 Large 60 square expandable grate cast tn four sections. Expandable at 22" and 28 Inches. Designed to fit with 8035-56 round grate for various grate designs.
Gra!:es are fabricated. with ductile'iron and are 3/4" thick:. No finish. ,,.. If) ., ..-i, 60" 􀁓􀁾􀁣􀁴􀁩􀁯􀁮􀁳􀀠. , Cast: 4;:;M,) '" ,,£I , I􀀧􀀧􀀲􀁊􀁕􀁬􀁍􀁬􀁬􀀩􀁬􀁊􀀡􀁊􀁕􀁕􀁕􀁉􀁬􀁕􀁕􀁕􀁴􀀩􀁕􀁕􀁕􀁕
􀁕􀁕􀁉􀁌􀁾􀀡􀁹􀁵􀁕􀁕􀁬􀁬􀁕􀁕􀁕􀁬􀀡􀁵􀁵􀁵􀁵􀁷􀁖􀁊􀀧􀀧􀀬􀀻􀁊􀁕􀁬􀁙􀀧􀀱􀀠"'fR '.,. 􀁾􀁾􀀠􀁾􀀠I ,:; fa PO! 11·4 Ii .If; (L' -"--WI' .4 C.... . ".".,;".. 􀀬􀁾􀀢􀀠..': '.-' ...-. , ';A(S4,EtC.ASt:
􀀴􀁾•.•" • ri., r--_ --:fI'!I,'_'T 􀁾􀀮􀀭􀀮􀀺􀁴􀀧􀀢􀀠
PHONE NO. 5133 223 5:503 !"fdr. I:J..J J.:;JJU ..1..""""..,1"•• , ...􀁾􀀩􀀳􀁍􀀠MARK PAPPAS /.. Specifications • ' Installation. 1. Standard Embedded Anchor Mount Creative Pipe, rne.
bicycle racks are • ManufaCtlinl,r. cmbedded underground in one of two ways.All Creative Pipe, Inc. products are fabricated using a hydraulic pjpe bending machlne a1)d mandrel specifically
tooled for Before applying? !ini$h each leg ofthe rack this purpOse. 'All bicycle racks and Lean is drilled 3" .\x]ve the base and fitted with a Tools are nl.!lllufiJcturecfby Cre3tive
Pipe, 6" long, 7116" diameter steel ero,ss bar.. Inc'" in Ponland, Oregon. This cross bar is welded into place, lies hOrizontally. and acts as an anchor. + Bicycle Rack 􀁄􀁩􀁭􀁥􀁄􀀤􀁩􀀨􀀩􀁮􀁾􀀠Embedd
ed versions can also utilil:e sleeves which are embedded in the concrete. Each Model leg ofthe rack then slips into thc sleeve and' # Height Length is secured using epoxy.LB3 33" 18"
2. Optional Flanged Sunace Mount • Material: Creative Pipe. Inc. bicycle racks are fitted 1. Galvanized aDd Pnwder Coated with a prc-drilled steel flange prior to the Ul 3 Bicycle racks
are constructed ofl.1/4" application of the finish. nIls flange 􀀻􀁾􀀠I.D. ASTM (.154' wall) Schedule 40 steel welded to each leg and accepts stninless pipe. , steel bolts. 2. Stainless
Steel Optional stainless steel rackS and Lean • Delivery time Tools are made mm ASTM Schedule 40 Please allow 2 to 4 weeks from the receipt 1J' 304 $tainIess steel. ofthe order. Special
order colors and large orders may take longer. • • -Finish: 1. Hot·dip Galvaniied' 'ho EXCEPTION 0 􀁾􀁅􀁊􀁅􀁃􀁔􀁅􀁄􀀠0 REVISE AN" 0 MAKE 􀁣􀁯􀁾􀀬􀀬􀁾􀀢􀀧•., '" GalvanizedveISionsofCreativePipe,Inr
TAKEN • RESU8M1T NOTED . r.lcks are hot dipped galvanized subseq\lenCorrections orcommentsmadeon Iheshopdrawlngs 1urlngthls ,"viewdo 􀁾􀁯􀁴􀁲􀁾􀁨􀁥􀁶􀁥􀀠fabri . contractor from compliance
with requirements of the draWings-and specifications. to canon. This check Is onlyfof"review of general cOl1formance NiUl the design c.:.ncep10fthe project and 􀁧􀁥􀁾􀁥􀁲􀁡􀁬􀀠compliance
with the information given in the contn.lc·} 􀁴􀁬􀁬􀁾􀁕􀀧􀀠2. Po)yn1er Powder.Coat ments. The contractor Is responsible for: confirming and cO/relating ail quam, ties In the powder 􀁣􀁯􀁡􀁴􀁩􀁉􀁩􀁧􀀮
􀁰􀁲􀁯􀁣􀁥􀁳􀁳􀁾􀀠resin is and dimensions; selecting fabrication processes and techniques 􀁯􀁾􀀠C("nt!CL ,)on; ground intO a fine powder, sprayed on the coordinating his work with that
of aU other trades; and performing hiS w()(k ill a 􀁳􀁾􀁦􀁥􀀠mew surface and bal.-ed. Powder coated and satisfactory manner. , versions of Creative Pipe, Inc. racks are HUITT.ZOLLARS,
INC. cklIned prior to the powder coat 3131 McKINNEY AVE., SUITE 600 Daw"'/'"application, sprayed with a polyest¢1' DALLAS, TEXAS 75204 powder coat, and baked in an oven at 400· (2141
871.3311 By: tkutJ, Mt.r'4 Fahrenheit for 40 minutes. The end result is a chip, crack, corrosion and fade resistant 'finish fur more durable than standard liquid R'H'("proFDpaint. This
process also allow8 Cor a wid.e ":.lnge or colors, glosses and kxtures. 'JUN111996 2&32 SA SREBwnnu OR • PURILURD. OR 91201-5u3-22HStil • fHl-22H37B. -. . 
.1 : MARK PAPPAS PHONE NO. 503 223 6503 CREATNE PIPE, INC. , """.' LB3-01 EMBEDDED MATERIAL: 1 1/4" SCH. 4121 PIPE RADIUS: 6.00" CLR , ".' . 􀀿􀁾... ---... , . '" 􀁾􀀧􀀠" /,' I \ \ I
1 I I I I I I I I ! I I ! 33" I I I I, I I I I ! I I I ! ! I ! ! I I I I I , I GRADE ·1 I. I I SLEEVE,.-􀀮􀀮􀀬􀀮􀀮􀁾􀀠-I I .. 'I (Bicycle rack dropsI ! I , , I into sleeve and is anchored
with epox)I I I I W lH,'(,PHTPT) rJUN171996 18" 
UL2U10 EXPAN.DEO; METAL POLE MOUNT TRASH RECEPTACLE SHIPP/NB WilQHT: Ul...t01r;.54LSS./!l4 KQS, 􀁾􀁬􀁌􀁐􀁾􀁾􀀷􀁩􀂣􀁴􀁶􀀣􀁾􀁊􀀺􀀻􀀭. )!JNO EXCEPTION 0 REJECTED 0 ReviSE AN" 0 MAKE CORRECTlm"
TAKEN RESUBMIT NOTED Corr;ctlons or􀁣􀁾􀁭􀁭􀁥􀁮􀁴􀁳made on theshopdrawtngs durIng thfS review do notrefie . . ____􀁾􀀺􀀺􀀭􀀻􀀻􀀻􀀻􀀻􀀻􀀺􀀺􀀭􀀭􀀭􀀭􀀭􀀻􀀮􀁦􀀧􀀢􀀢􀀧􀁴􀁲􀁡􀁣􀁴􀁯􀁲from compliance
with requirements of the drawings and speciflcatlo! 􀁔􀁨􀁬􀁾􀀠check is only for 􀁾􀁥􀁙􀁩􀁥􀁷􀀠of general conformance .'lith the design concept oft . project and general 􀁣􀁾􀁭􀁰􀁬􀁩􀁡􀁮􀁣􀁥􀀠with
the information given In the contract docl. ments. 1 he 􀁾􀁯􀁮􀁴􀁲􀁡􀁣􀁴􀁯􀁲􀀠is responsible for: confirtTItng Jnd corn:;lating all qusntltle::' ilnd dImensIons; selecting iabrication
processes and technlqu "$ of 􀁣􀁾􀁮􀁴􀁳􀁲􀁵􀁣􀁴􀁩􀀠coordinating hiS work wIth that of all other trades; and perfQrmFng his work in a l.. and satisfactory manner. HUITT·ZOLLARS, INC.
1t 􀀱􀁾􀀠1ft;Ittt.􀀻􀁬􀀬􀁾􀁩􀁬􀀠McKINNEY AVE., SUITE 600 e: • 􀁾􀁬􀁌􀁁􀁓􀀬􀀠TEXAS ]J;20i I) J 􀁾􀀠(214) 871-3311. ::::t".....;,.,, o L 1'-1' .4M TOP VIEW SCALE: 1" =: 10' l)P("PT"UPD
SPECIFICATIONS 'JUN171996 TRASH R!CI!PTACU!i Shall bolln all weldod col1.itIuotlon at 3/4' • !/I9F expanded metal. 3/1«' X2-1/2' -1i.A. I\ttI nat. 3/1t!' x2" H.fI. 􀁾l!&t Mid 1/8' x1"
H.R. 􀁾IItt Wlth • powder OOit brt:lWn ftnlall, MOutmNQ BRACE: Shall b!t fortnl;d 013/1a' x 2-1/2" H.R.1Iat atll:lll with a powder COIIt brov.n IInlah. . NOTE: All weight!! lua bllsed
011 average compar\:sons Qf eaCh pan. WARRANTY: 􀁇􀁁􀁍􀁅􀁔􀀱􀁍􀁾􀁰􀁲􀁯􀁶􀁫􀁬􀁥􀁡􀁷􀁡􀁲􀁲􀁡􀁮􀁴􀁬􀁾011J Btl ITIII.t&rlals an:! woti<m:::'lshlp tor one yaar axcIUdlng vandallam, In addltJon,
GAME 11ME offers a fen year warranty on prassureKreated WOOd pmdUctS 􀁉􀁉􀁧􀁡􀁬􀁬􀀧􀁬􀁾􀁴􀀠decay and termites. a Ian year limited warranty I'lgaif corrcaJon on all Dumscape uprights,
and a two yE 􀁷􀁴􀁊􀀱􀁔􀁬􀁾􀀠on AQX Play Not,. Manufacturer's warrant apply on 􀁾􀀮􀁭􀀮􀀠dlstribu!$d by GAME TIME. To r:he extent pertnlrted by Ia.w, these WIlJ'ranl are GXptully GXptully
In lieu of .any other axpl'll$S(ld or !mpll 􀁾Qf mpresenta110n by any 􀁾􀁲􀁯􀁯􀁮􀀠InclUding r Implied wamlnty 01 merchanlllbnlty or fitness, • SPSCIFICAnoNS; GAME 11MI< tIM a poIlO'i
; contJnuous Improvement and ril$!lIVIIS Ihl! rieht . di=r1nU8 or changa specltlcsllons without: nollcfl, (l.)pyrlaht IIlU ® By (;&tn-11m., '0 fI>vIMd 􀁾􀀯􀀸􀁬􀁊􀀠
􀁾􀁩􀀠-; --, ": 􀀢􀀺􀁾􀁾"::W;h--'--"'.. 􀁾t: r : t ( : 0 ':::::Ic..:c::: r.l Z. J ...... r:I -.:I .... .... I -.... ,Tj i:::J '" '" '" 􀁾􀀠0 ::;) I m '-, 7t' f 65" .. 47 15/16" 35 III!
􀁾􀀭􀀭􀀭􀁊􀀠, LL. ___ .. II 1/'2: 􀁾􀁏􀁌􀁅􀀠(ONE SIDE 􀁏􀁎􀁾􀀠NOlE: "'HiDDEN UNES REPRESENT AREA TO BE CUT-OFF CHAw.:;E BY 􀁃􀁈􀀡􀁾􀁬􀀭􀀺􀁇􀂣􀁓􀀠o."'r£NO. ----f-3/16" [ 1 1/2" I 􀁾(>
7/3t' HOLE (THRU' BOTH WAllS) :3 1/t' 0.0. PIPE. 65" LONG (G47700) .£r. RED. 􀁍􀁁􀀱􀁅􀀡􀀡􀁾􀀠􀁾􀀠"'''" 􀁾􀀠'OR1 PAY}iI ... 􀁾􀁾􀀬􀀡􀁬􀁭􀁉􀀮􀀠-.....""'POWDER 􀁮􀀢􀁾􀁕􀁉􀁩􀀧􀁉􀁉􀀢􀀢􀀢􀀢􀀢􀁍􀀧􀁾􀀨􀁎􀁩􀁡
􀁎􀁴􀁵􀀺􀁣􀁾􀁾􀀮􀁾􀁾􀀠COAT I1tr\'t I/.otwr-. b£. IhS if 􀁾hi lot olIoo1 h 􀁾􀁾􀁾hi .... it.n:n 􀁾􀀠􀁾􀁲􀀭􀀮he. N"" ttO/97'7 POLE "':for-rat..E'RANCE:: UL2015 POLE MOUNT TRASH RECEPTACLE:!:
1/16" 􀁎􀁾􀁾􀁖􀁬􀀮􀁁􀁔􀁔􀁊􀁴􀀠"""" '" II """ om; 1 ",-1-lNlES!I Cll}-tltll$( jwb IV 􀀱􀀯􀁬􀁬􀀢􀁾􀀱􀂷􀀠9/S/9Q...,., mn 􀀷􀁁􀁊􀁾􀀠-to """"'" -..... "" B-UCl1917 : . 
--) -􀁾􀀱􀀴􀀠􀀴􀁾􀀠􀁾􀁬􀁓􀁯􀀺􀀣􀀠11 4 lit 281S EXPANDED'METAl POLE MOUNT TRASH RECEPTACLE 􀀧􀀶􀀯􀀿􀀲􀁚􀀲􀁌􀁎􀁾􀁾􀁾􀁎􀁏􀀠EXCEPTION 0 􀁒􀁅􀁊􀁾􀁾􀀬􀀠􀁣􀁾􀀠0 R ", t. "IV 􀁾􀀠U MAKE CORKECnON$
t,-TAKEN Ri, >UBMI, NOTED Correctionsorcomments made on the shop drawlngsduringttlis review do notrelleve .---...::;;:-,---7f;"" contractor from compliance v.;ith requiram.wts of the
{hlwlngs and specifications. This check IS only for r,view of general conforrni1.n,;c . ·,In 􀁴􀁨􀁥􀁤􀁥􀂷􀁾􀁩􀁧􀁮􀀠cDncept ofthe prOject and generat compliance with the information Uiven
in the contr<!ct documents. The contractor is res[lOl1siole lor: confirming and correlating all quantitles and dimensions; selecting lubrication processes and techn,ques of conlsruction;
, coordinating his work with that of all other trades; and perr-orming his work in a saf..: and satisfactory manner. 􀁾􀁾􀀺􀀮􀁾􀁾􀁾􀀻􀀺􀀬􀀠SUITE 􀀢􀀧􀀢••re:;......J7t--"..:..;.J.'-='-::....__
PALLAS, TEXAS ,7,5204 􀁾􀁴--.l.ik....J, II M1t'1:' " (214) 871·3311 0 By. i loA-L ,.... . AM TOPVllW SCAl E: 1" .. 10' pprmVRD 'JUN171996 SPEC1F1CAnONS 
Hum-ZOUARS luly II, 1996 I Mr. George Esqueda 1U Electric 14400 losey 1..a.ne Farmers Brandl. TIC 75234 U: Addison Cin;le PIwe I Public InIilIBInII:ture Right-of-Way A:;signment and
Easem.CDt Rcqoin:mcnu HZ! Project No. 01-2013-01 Dear Mr. Esqueda: PI_ find the typical utility location scdiOtlS and filial plat pxcpced by Huitt-Zollars. The Town of Addison has asked
LIuIt the utility companies sign off on their 100lti0ns within the riptoOf-way and their easement requirements go the plot. The final plat is SCbcdllled fur approval on Jllly 23Ili.
1996 so we would appreciate your input by Thursday July 11th, 1996. We have been in COIIIIlct throughout the project and believe that we bave addmsed ywr needs. If you have reviewed·
and am in agreement with the assigned utility IQI;8tioll8 and easetIIents pl_sign below and mum one 1:00' to David Meyers at HuittZollm. If you have additionall:OllCel1l5, please call
me as soon as possible. TharIk you for your assislance in this m!ltler. Utility Siga ....1T Addiwn Cirele Cirele '''ue I Plat TlJ Electric Rep. SignatUre HUrIT-ZOLLARS, INC. 􀁙􀁷􀀢􀀢􀁅􀁭􀁾􀀠David
E. Meyers cc: Bryant Nail. Col_bus Realty TnISt lohn Baumgarll1er. Town of Addison 
HurrF:ZOLIARS July 11, 1996 Mr. Dennis Anderson • Herron Cablevision 5227 FM 8Il Waxahachie. TIC 75165 RE: Addison Cin:le Pbase 1 Public IlIliastrudurc RIgilt-of-Way Assigmnentand Ease:rnent
RequimnenlS HZ! Project No. 01-2013-01 Dear Mr. Anderson: Please fmd the typil1lll utility location secIioos Il!Id final plat p"paI'lId by Huitt-Zollars. Tho Town of Addiron has asked
that the utility <:OIllpIIlies sign offon their locations within the right-of-way and their easement requirements 01\ the plat. TIle final plat is scheduled fOr approval 01\ July 23rd,
1996 so we would appR'Ciate your input by Thvcsday July 18Ih. 1996. We have been in contactlbrougl!om the projflj)t and l7eliove that _ have addi .cd your needs. If you have reviewed
and are in "II""""'cnt with the assigned utility locations and eIISCIIl_ please sign I7elow and mum one copy to David Meyen at HuittZollars. If you have additional conceru. please call
me lI$ soon lI$ pouib1e. Thank you for your assisIam:e hi this 1IIlIIta'. Utility SigJHJlt Addison Circle Pb ... , Plat , Herron Cablevisioll Rep. Signature Sim:en:ly, " HUITT·ZOI.I..ARS.
INC. 􀁓􀁩􀁊􀁾􀁪􀁾􀁪􀀻􀁗􀁾􀀠David E. Meyl:1li cc: Btyarlt Nail, Columbus Realty TMt John Baumgartoer, Town of Addison 􀁾􀁾___• ___________________--.J Do...I """ _,_,EJ """" _IT""", I
0IW!0 I Son CiomoIma 
HUITT-:ZOLlARS 􀁾InC. 13131 􀁾􀁁􀁙􀁩􀁉􀁉􀀧􀁕􀀯􀁓􀁵􀁮􀁴􀁥􀁯􀁯􀁬􀀱􀀸􀀱􀀰􀀵􀀯􀀰􀀦􀁩􀀱􀁡􀀱􀀬T...15204-24'6/2l4187'1-331l/FAX 214007fil July II, 19% Mr. John Hevey Tel Cable: 1043 VenllJle
Court Carrollton, TX 75006 RE: Addison Circle Phase I Publlo lnftas1ructure Right-of.Way Assignment and Easement Requircmcnl$ HZI Project No. 01-2013..01 Dear Mr. Hevey: Please find
the typioal utility localioll -nons and fmal plat pn:pIImI by Huilt-Zollars. The: Town of AddiSOll has asked that the utIlity companies sign off on lIIeir Ioeatiolls witlrio lIIe right-of-way
and their casement 􀁾􀁵􀁩􀁮􀀺􀁭􀁣􀁮􀁴􀁳􀀠011 lIIe plat. 1,'hc fiMI plat is .....eduled for approval on July 23rd, 1996 so we would app=iate your input by ThursdayJuly 1 Sill. \996. We
have been ill \lOIItact Ihroughout the project and believe lIIat we have 􀁾your needs. Ifyou have reviewed mel are in agreement willi lIIe assigned utility looations 8IId easemcnts please
sign below and rdUm one copy to David M;ym at HuiltZollars. If you have additimIal c:om:ems. ems. please call me as soon as possible. Thank you fur your assislarK:e in this mailei'.
Utility Sign-oft' AddfsoJl Cirde Pb_1 Plat. , TCI cable Rep. 􀁓􀁩􀁾􀀠Sincerely, HUlTI-ZOLLARS. INC. 􀀵􀁩􀀱􀀭􀁾􀁾􀀮􀁊􀁥􀀺􀁪􀁊􀀱􀁾􀀠David E. Meym cc: Bryant Nail. Columbus Realty Tru5t
John Sawn@artner. Town of Addison 
:Il:m DI ·hrnV;\ IU,;},;} HUITT:ZOllARS July n, 1996 • Ms. Jeanne Hooker Lone Star Gas 209S N. Collins. Suile 101 Ricbardson, TX 75080 R6: Addison Cin:le p.1 Publk Inliastrul:l\m! Right-of-Way
Assignment Bad Easement Ilcquimncl!ts HZI Project No. 01-2013-01 Dear Ms. Hooker. Please find the typical utility Ioeation -rums and fmal plat prepared by Huitt-Zollars. The TO"MI of
Addison bas asked that theinility companies sign off on their locations witbin the right-of-way and their easement requimnents on the pial. The IinaI plat i. scheduled for appnlVai on
July 23rd, 1996 so we would appreciate yoor inpttt by Thutllday July l8.th, 1996. We bave been in COtIIact throughout the project and believe that we haw addressed )0111' need5. If you
have ravicwW and an: in BgNIIIftent with the assigned utility Iotanons and easements please 5igD below and retwn one copy to David Meym at HuittZollm. If you have additionll CODCelll5,
please call me as soon as po5Sible. Thank. yuu for your assistanI:e in this 1JIIII1er. Utility Sip-of( Addison Cite. r....Il'IId Lone Star Gas Rep. SigIIatunl Date Silleerely. HUITT-ZOlLARS,
INC. 􀀡􀁊􀀩􀁾􀀮􀁊􀁅􀀮􀀡􀁉􀀱􀁾􀀠David E. Meyers cc: Bryant Nail. Columbus Realty TI1I5t John BaumptlBtr. Town of Addbon 
Hurrr-ZOl1% July 11, 1996 • I Mr. Dan Shipp Soulhwestem Bell Telephone 275 N. Greenville Ave. Richardson, TX 15081 RE: Addison Circle Phase ( Public JnftasIrl1l:lUre Right-of·Way Asslgament
UDd ElISCIIlCIlt Requirements HZl Project No. 01.2013.01 Dear Mr. Shipp: PlellSe find the typical utility location sections and IinaI plat ptepmd by Huitt-Zollars. The Town of Addison
has asked !hat the utility comp8l1ies sign olf on their IoClllloJis wi1hln !he riaf!t-o(..way and their easement requirements on the plat. The final plat Is ..:i1eduled filf apprcmt.I
on July Dn!, 1996 110 we would appreciate your input by Thursday July 18th, 1996. We have been in cxmtllCt tbroughout the project and believe !hat we have addressed yow: needs. If you
have ....ic:wI:d ... ani in qRII!ment with the assigned utility lOI:<Itions and easements please sign below and return one ""'PY to Dmd Meyers at Huitt· Zollars. If you have additional
concems, please call me as soon as possible. Thank you for your assistaru:o in this maner. UIility Siga-olf AddisoD Circle PIlate. Plat SWBT Rep. Signature Date • ,jSillcerely,i HUITT·ZOLLARS.
INC. _UiWJ :;;: 􀁐􀀷􀁾􀀠David E. Meyers cc: Bryan! Nail, Columbus Realty Trust John Baumgartner, Town of Addison ! 
HUflT-ZOLlARS Iuly 11. 1996 Ms. JeIIIIlIe Hooker Lone Star Gas Z09S N. Collins, Suite 101 Richardson. TX 7S0SO RE; Addison Cip:le Pbase I Public 􀁾􀀠 Rigbt-of-Way Assi8JllllCllll and
Easement R.equiniments HZI Project No. 01-2013-01 Dear Ms. Hooker; Please find the typical utility location sec:tiODS and filial plat prc:pad by Huitt-ZoIlIll'S. The ToWll of Addison
Iw asked that the utility COVIplllies Sign oft' on their 􀁬􀁾within the rigbt..of.way and their easement requirements on the pIaL The final plat is ilCh;duled tOr lIppJUYaJ on July 23rd,
1996 so we would appreciate your input by Thursday JIIly 18th, 1996. We have been in 􀁾throughout the project and believe that we have addnIssed your needs. rr you have reviCSWCid and
are in 8pIIIIIleot with the assigned utility lO<:aticns and casements pl_sil!l1llc:low and return ,one 1lOp)" to David Meyers at HuittZollars. If you have additional I:DIII:mIS, please
caIJ me as soon as possible.. Thank you tOr your assistance in 1IIis matter. Utility Sip-olf Addiaou Addiaou ctrdc Ph_ I l'Iat 1/11, 􀀯􀀬􀁾􀀠Date􀁾􀀠Sill\lCRly. HUnT-ZOLLARS. INC. r!J/av.'/􀁾􀀻􀀷􀁬􀁾
􀀠David E. Meyers c,,; BIYiIIlt Nail. Colwnbu5 Realty Trust John Rauingarlnet. Town ofAddison 􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀠Dft1I.In
I"ort ¥IQrtft ,MtNiron 1e PMO 􀁉􀁾􀁊􀀺JTulilM 􀀨􀁾􀁉Ssn Clf!menle 
HUITfillL/AA) Iuly II, 19!16 Mr. DIID Shipp I SouthWO!itan Bell TeJepbnne 275 N. (lmmville Ave. R.i\;1\ardloon, TX 15081 RE: Addison Circle l'bsse 1 Pl1blic TnfrMlnlC!lIn: Right-nt-Way
AQigmaent and E_Requiremenm HZJ l'nlj\lCt No. 01-2013-01 Dear Mr. Shipp: Please find the typk.aI ulility 1ooa1i1111 􀁾􀀱􀀱􀀶and IioaI plat plqllml by Huitt-ZoU8r$. The Town of AddillOlI
has ukad tIIIIt the utility IlOIIlpiltlies sign off' on their 'OOItio/lll withill the rjgJrt-of-way and their easement 1lIqUi_lIIIts DII tIw pial. Tho liqal plat ill sehedl11ed fur IIpproval
00 July 23n1. 19% so _ would 􀁡􀁪􀀩􀁰􀁲􀁥􀁤􀁡􀁴􀁾􀀠y\;mr iupu1 by Thursday July lid!, 19%. We have been ill COIIt8cl t.lIrougbout IfIe pnlject and believe 11IlI! WI) haVe> addressed
your 􀁮􀁭􀁬􀁾􀀮􀀠If you have l\'Niewcd and are in "ll_en! wi1h the 859igoed u1i1ily locat.ioll5 and _enl5 pll>Qe .ill" bet-and ",!Urn 0Il8 oopy to DAvid Meyer, III HuittZollars. If)Ou
have udditlooal __$, please call me lIIi liWII "" ""..ibl.,. Thad you rot your 􀁬􀁉􀁾􀁳􀁩􀁳􀁬􀁬􀁬􀁬􀁬􀀱􀁬􀀺􀁥􀀠ill thiJ malter. T Rep. SisnatUfO Sin-..ly. HlJITI-ZOllARS. INC. 􀀭􀀺􀁥􀁾􀁾􀁯􀀡􀁐􀀷􀁾􀀠c
c: Bryant Nail. C'.ohlrnhug Really Tnln John BaUJn,!!lUtnef. 'lOw.. uf Addil50D 
HUITT-ZOIJARS July 11, 1996 Mr. George Esqueda Rfi'('PTVPD TU Electric 14400 JOlley lAno _151996 Farmers Brancli. TX 15234 RB: Addison Cirel" Pba5e r PlIblic 􀁉􀁮􀁬􀁬􀁵􀁬􀁬􀁵􀁾􀁴􀁵􀁲􀁥􀀠Right-of.Way
Assipmeot and Easement Requimnenls HZI project No. 01·2013-01 Dear Mr. lisqueda: Please find the typical utility Ioeatioo section. and final plat prepared by Huitt·ZoIlIll'S. The rown
of Addisoo has asked that th" utility c:ompanics sign off on their locations within the right-of-way and their ellJ!ement requinmlent8 Oll 􀁾plat. TIle firud plat is schedulc:d for approval
011 luly 23rd, 1996 SO W10 would appre.;iate your input by Thwsday July 18th, 1996. We ave been in contact throughout the project and believe that we have addtessed your needs. If you
have reviewed IIlId are in agreement with the assisnc:d utility locations and _eats please sign below and nIlUm one copy 10 David Meyens at HuittZollars. If you have additicmal concems,
please cal! me as soon as possible. TbIUlk you for your aslildBllCC in this matter. Sincerely, •HUIlT·ZOLLARS. INC. 􀁓􀁁􀀭􀀭􀁾􀀬􀀮􀁉􀁬􀀮􀂣􀀯􀁊􀀱􀁾􀀠David E. McyttS 00: Bryallt Nail,
Co\wnbus Realty Trust John Baumgartner, Town of Addison L-.___________􀁾________________ 􀁾􀀮􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀁊􀀠
HUITT-ZOLlARS Huitt-Zo!lars. Inc./3131 McKinney Avenue' Suite 600 I LB 105 JDallas, Texas 75204-2416/214/871-33111 FP:I.. 214·0757 July 15, 1996 Mr. John Baumgartner Town of Addison
Public Works Department P.O. Box 144 Addison, TX 75001 RE: Addison Circle Phase I Public Infrastructure Construction Services HZI Job No. 01-2013-01 Dear Mr. Baumgartner: On July 12,
1996 Mr. Mark Person with Gibson and Associates contacted Huitt-Zollars with a problem concerning the location of the pavement staking for Morris A venue. The surveyor for Gibson and
Associates was not able to match what Huitt-Zollars had staked as back of curb locations. A meeting was held at 8:30 A.M. on Saturday July 13, 1996 between the Huitt-Zollars and Gibson
survey crews to identify the problem. It was determined that the Gibson surveyor had used a point in the roundabout area which he assumed to be the centerline intersection of Quorum
Drive and Mildred Street. In fact this point was 0.78 feet west of the actual centerline point and was a radius point set by Huitt-Zollars for the construction of Building "A". This
incorrect assumption has resulted in many utilities being skewed in the right-of-way by approximately two feet on the most westerly end of the roadways. As a result, Gibson and Associates
will be required to relocate several inlet boxes and possibly some fire hydrants. Huitt-Zollars was required by the contract to stake centerline PC's, PT'S and PI's one time for control.
Huitt-Zollars staked 12 centerline points for control on this project. The one point Huitt-Zollars failed to stake was the intersection point at Quorum Drive and Mildred Street. The
contractor's surveyor is responsible for setting all the necessary reference points and maintaining control throughout the project. Gibson's surveyor assumed the point he found, which
was labeled "RP" for radius point, was in fact the centerline point which was incorrect. All other 12 centerline points set by Huitt-Zollars were labeled "CL" for centerline. Gibson's
surveyor stated in the field that he had not checked in his work with other control points on the project due to time constraints. If he had insufficient control remaining on the project
he should have contacted Huitt-Zollars about reestablishing some control. There does not appear to be any control points set incorrectly by Huitt-Zollars and all staking performed by
Huitt-Zollars for buildings, paving and utilities is correct. Dallas I Fort Worth I Houston I EI Paso I Phoenix I Tustm I Ontario I San Clemente 
Everyone regrets this unfortunate incident but we believe the problem can be handled by the relatively minor utility relocations by Gibson as stated above. The most important thing is
that Morris Avenue is now staked in its correct location. Please contact Huitt-Zollars if you would like a different course of action on this matter. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀀯􀁤􀁬z:
/»eye6 David E. Meyers cc: Mark Person -Gibson and Associates Jeff Hicks -Llano Construction Mark Brandenburg -Columbus Realty Trust Bryant Nail -Columbus Realty Trust Jim Duffy -Columbus
Realty Trust Bruce Ellis -Town of Addison 
HUITT-ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 I I (214) 871-3311 TO \oWN or 􀁁􀀭􀁮􀁣􀀱􀁾􀁑􀁲􀁊􀀠YoR<..«.. l.O@l<£. 􀁾􀀠(9 80 I V-> E'STIpi2cvEi" DATE 7/Z2/9{'
(';'N;q 3 2.0 J AmYJ1/z. .TbtHJ Z 􀀧􀁮􀀮􀁾􀀠lite: WE ARE SENDING YOU )Q Attached 0 Under separate cover via ("",,(2,I;;;;-i2.-· the following items: o Shop drawings 0 Prints 0 Plans
0 Samples 0 Specifications 0 ______________________________________ o Copy of letter o Change order DESCRIPTIONNO.COPIES DATE I 3 lrhJ1J.. 􀁾􀁌􀀠-.., ;:F <;:;h cd-< A 􀁾􀁉􀀼􀀮􀁔􀀧􀀠L'c.
􀁾􀀠) -"hJO (' s::h-􀀯􀀨􀁊􀀮􀁾􀀠􀁾􀀠;) -( -( 􀁾􀀠7L.:J: 􀁾11n+ LIb"/-D_I""'" 􀀮􀁉􀁾􀀠IfA, • THESE ARE TRANSMITIED as checked below: o For app roval o Approved as submitted o Resubmit___oopies
for approval?J For your use o Approved as noted o Submit ____copies for distribution o Returned for corrections o Retum ____corrected prints 􀁾As requested 0 ______________________________________o
For review and comment o FOR BIDS DUE _________A _____ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________ COpy TO,______________ 
Hum-ZOLIARS i Huitt-ZQfIars. Inc./3131 McKinney Avenue I Suite 600 I L8105/0allas. Texas 75204-2416' 􀁾􀀱􀀴􀀻􀀧􀀸􀀷􀀱􀀭􀀳􀀳􀀱􀀱􀀯􀁆􀁁􀁘􀀠214-0751 July II, 1996 Mr. Dan Shipp RRrPTVF.DSouthwestern
Bell Telephone 275 N. Greenville Ave. 'JUl221996Richardson, TX 75081 '. RE: Addison Circle Phase I Public Infrastructure Right-of-Way Assignment and Easement Requirements HZI Project
No. 01-2013-01 Dear Mr. Shipp: Please find the typical utility location sections and final plat prepared by Huitt-Zollars. The Town of Addison has asked that the utility companies sign
off on their locations within the right-of-way and their easement requirements on the plat. The final plat is scheduled for approval on July 23m, 1996 so we would appreciate your input
by Thursday July 18th, 1996. We have been in contact throughout the project and believe that we have addressed your needs. If you have l'llViewed and are in agreement with the assigned
utility locations and easements please sign below and return one copy to David Meyers at at HuittZollars. If you have 􀁡􀁤􀁤􀁩􀁴􀁩􀁯􀁮􀁾􀀱􀀠concerns, please call me as soon as possible.
Thank you for your assistanC7 in this matter. 􀀷􀀭􀁬􀁥􀀭􀀹􀁾􀀠Date Sincerely, HIJfIT-ZOLLARS, INC. -􀀺􀁥􀁾􀀺􀁹􀁥􀁾􀁊􀁊􀀱􀁾􀁾􀀠cc: Bryant Nail, Columbus Realty Trust John Baumgartner,
Town of Addison G:\f'aOJ\611On(lI\D!101111.1.:ra Dallas I Fort Worth I HOU$lOI'\ I €I Paso I PhoenIX I 1tJ$li" JOrIlaflO I San Clemenls 
fIT HUrrr-70LIAA5 􀁾􀁉􀀠, Huitt·Za/I8tS. Ino./3131 McKinney A_/SuiteIOO/1..B lOS/Dallas. T_15204-2416/2141S71-3311/FAX 21+a757 July 11, 1996 , Mr. George Esqueda TO Electric 14400 Josey
Lane Farmers Brancl'i, TX 75234 'R Ff'''HVFD 'JUL151996 RE: Addison Circle Pbase I Public Infi'asIructure Right-of-Way Assignment and Easement Requirements HZI Project No. 01-2013-01
Dear Mr. Esqueda: Please find the typical utility location sections and final plat prepami by Huitt-Zollars. The Town of Addison has asked that tile utility companies sign off on their
locations witbin the right-of-way and their easement requirements on the plat. The finaJ plat is scheduled for approval on July 23rd, 1996 so we would appreciate your input by Thursday
July 18th, 1996. We have been in contact throughout the project and believe that we have addressed your needs. If you have reviewed and are in agreement with the assigned utility locations
and _ems please sign below and return one copy to David Meyers at HuittZollars. If you have additional concerns, please call me as soon as possible. Thank you for your assistance in
this matter. Utility Sign-off A dison Circle PIwe I Plat C' l. Sincerely, • HUITT-ZOLLARS, INC. Yav,/J􀂣􀀯􀁦􀀱􀁾􀀠David E. Meyers cc: Bryant Nail, Columbus Realty Trust lohn Baumgartner,
Town ofAddison nl.MlfUlIll!1Iltl!["of,l171!UR 
• HUm-ZOLlARS -.' Huitt·ZOIiars. Inc. 13131 McKJmov _,SUiOI6OIl1LB 11151 DaII8I. T-. 􀁾􀀱􀀶􀀯􀀲􀀱􀀴􀀯􀀱􀀱􀀱􀀱􀀮􀀻􀁭􀀬I FAX214-015T July 11, 1996 , Ms. Jeanne Hooker Lone Star Gas 2095
N. Collins, Suite 101 Richardson, TX 7508!) RE: Addison Circle Phase I Public Infrastructure Right-of-Way Assignment and Easement Requirements HZ! Prcject No. 01-2013-01 Dear Ms. Hooker:
Please find the typical utility location sections and final plat prepared by Huitt-Zola The Town of Addison has asked that the utility COOIpanies sign off on their locations 'within
the right-of-way and their easement requirements on the plat. The final plat is scheduled for approval on July 2Jrd. 1996 so we would appreciate your input by Thursday July 18th, 1996.
We have been in contacnllroughout the project and believe that we have addressed your needs. If you have reviewed and are in agr=nent with the assigned utility locations and easements
please sign below and return.one copy to David Meyers at Hunt-Zollars. If you have additional concerns, please call me as soon as possible. . Thank you for your assistance in this matter.
Utility Sign-off' Addison Circle Pbase I Plat ·1//1, I􀀿􀁾􀀠􀁮􀁾􀀠Date􀁾􀀠Sincerely, HUITT-ZOLLARS,. INC. 􀀹􀁣􀁷􀀮􀁪􀁾􀀻􀀷􀁬􀁾David E. Meyers cc: Bryant Nail, Columbus Realty Trust •
John Baumgartner, Town ofAddison Dallas 1Fort Wcrlh I Houston f EI Paso lP!'!oeml( I Tustin IOnrario I San Clernetlle 
HUITI-ZOLIARS 􀁈􀁵􀁩􀁴􀁴􀁾􀁚􀁯􀁉􀁩􀁡􀁲􀁳􀀮􀀠Inc, /3131 McKinney Avenue! Suite 600/LB lOS/DallaS, Texas 75204-2416/214/871·33111 FAX 2_14_18_71_"0_75_7_____--, MEMORANDUM DATE: July 25,
1996 TO: John Baumgartner, P.E. -Town of Addison Director of Public Works FROM: Andy Oakley, Huitt-Zollars, Inc. 􀁾􀀠RE: Addison Circle Phase I HZI Project No. 01-2013-01101-1822-04
cc: Nancy Armstrong -Sasaki Associates Bryant Nail -Columbus Realty Trust Carmen Moran -Town of Addison Pursuant to our discussion at themeeting at Town Hall held on July 24, 1996, I have the following information regarding the roundabout design. Roundabout Lighting Attached is a copy ofthe photometric information for
the roundabout based on the 30-foo1 poles shown on our plans. This shows the approximate levels of light to be expected within the inner circle as a result of the tall, high pressure
sodium lights. The 14 foot tall pedestrian fixtures were not considered in the analysis. The roundabout consultant, Mr. Peter Doctors, P .E., says that that the required lighting can
be provided by the lighting on the art-piece. However, unless the full 1.9 foot-candles is provided by the artwork, the poles must remain (but with lower wattage luminaires). Note that
the poles are shorter than the artwork and will ultimately be shorter than the trees. Other light pole styles and luminaires are possible. These were chosen because they match the existing
poles in the center ofQuorum Drive and are relatively unobtrusive in design. RoundaboutSignage We have spoken to Peter Doctors about the possibility of reducing in size or eliminating
some of the roundabout signage. The greatest concern has been expressed about the signs G,IPRGJ\OI182204\ROUNDABT,MEM Dallas I Fort Worth I Houston JEJ Paso I Phot: 
on the inside of the circle ("one-way" and small chevron) and the large informational approach signs which are several hundred feet away from the outside circle. Peter responded that
the chevron boards and one-way signs are critical because, if they are not in place, drivers will turn left at the circle into oncoming traffic. If an accident then occurs, we may have
some liability. The chevrons in this project are much smaller than he usually specifies (note, the chevron boards and one-way signs begin only one foot above the curb and extend to a
point 4 feet above the curb). The informational signs contribute to the safety of roundabout operation by allowing the driver to plan his exit from the circle in advance. Without them,
drivers will not anticipate their exit and may take last-seconds action that may cause an accident. The signs which have been specified are less than half the size that Peter usually
specifies. The reduction has been justified by the expected slow speeds approaching the roundabout and further reductions cannot be supported. Protection of Artwork We have no objection
to increasing the interior circle's curb height to 10 inches but we agree with the Town that this will provide minimal protection from a runaway vehicle. As I mentioned at the meeting,
an additional low (12" to 18") wall set back several feet from the curb would, in combination with the higher curb, provide a better level of protection. Some research would be required
to determine the optimum height and location ofthe wall. This arrangement would further minimize the impact of the signage on the artwork. The decision on raising the curb must be made
in the next few days to avoid a delay in construction. The wall analysis is not essential at this time. G:\PROJ\O 1 182204\ROUNDABT.MEM 
a 0 0 0 0 0 0 0 • D0.1. • • 0 0 0D 0 D D 00 0.1. • 0 0 00.1. 0 0 0 00.1.. 0.1. 0.1. 0.1. 0.1. 0.1. 0.1. 0.1. 0 0 .1 0.1. 0.1. 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 a a a • a a a a
a 0 MTS• a 0 a 0 0 0 0 a 0 a 0 0 a 0 0 0 • 0 0.1. 0 0 0 a 0 0 D a 0.1. 0 0 a 0 0 0 0• • 0 0.1. 0 0 0 0 0 0 0 0 0 0 􀁾􀁾􀀮0 0.1. 000 0 􀁾􀁄􀁲􀀭􀁥􀁹􀁌􀁾􀀠CL3 CL3 0.1. 02 0.1. 0.1. 􀀺􀁾􀀠0
0.1. 0.1. 0 0 0 , I • •0.1.' D D 0 0.1. D ' 0 D D D D 0.1. a D D D 0• 1 D o < D 0 D 0• 0.1. D 􀀺􀁁􀁊􀀩􀁑􀀢􀁾􀁴􀁩􀁉􀀠D 0.1. 0.1. 0 0 0 0.1. 0 D 0 aG\U\.& 􀀧􀁾􀀠t 􀁬􀀭􀁾􀀧􀁾􀀱􀀠􀀺􀀧􀁾􀀢􀀴􀁁􀁍I
0.1. I 0.1. D 0 0 0 0 0 D 0 0 II 
EXPLANATION OF OPTIONS i = TIME DELAY AUTOMATICALLY SWITCHED QUARTZ ,lost luminaires can be provided with automaticaUy switched uartz/insr.ant on safety lighting where momentary power
1rerruplions or extreme voltage dips can extinguish an HID Imp, A single-ended quartz lamp is placed in the same ofleclOr with the metal halide, mercury or HPS lamp. The uartl lamp wiH
remain on until the HID lamp strikes and eaches approximately 60% light output. This also means 􀁬􀁾􀁈􀀠the quartz lamp will come on when the luminaire is 􀁬􀁩􀁲􀁩􀀺􀀱􀁮􀁾􀀧􀀠energized
and remain on until (he HID lamp reaches 􀁮􀁾􀀭􀁦􀀠light output. Caution should be used when sizing ranch circuits for luminaires with this option since the uninaires will draw additionaJ
current during the wann up eriod while both lamps (quartz and HID) are in operation. 􀀮􀂷􀁪􀁲􀁩􀁮􀁾􀀠for [he quartz lamp is internal co [he ballast assembly nd. therefore, the 120 voles
to operate the quartz lamp is Idependent of the lighting system voltage. The 400 and 1000 au luminaIres have a socket for one 250 waH smgle-ended IC (Double Contact) bayonet base quartz
lamp. The 250 an and lower wattage luminaires have a socket fot" one 150 :It( single-ended DC bayonet base quam lamp. The lamp is H( included. = FUSING inot available with muitivolt
or dual voltage} "specified: fusees) should be rated three times maximum llITent but less than branch circuit breaker (minimum of.5 mp' for any fusel. Luminaires supplied with fuse holder(s)
iii accept a fuse such as Bussman KTK type. Factory inailed fuse. holder includes one fuse for I20V. '277V or twO lSes for 208V, NOV. 480V, =KNUCKLE SllPFITTER FOR 1,9-IN. TO 2.38-IN
(48 TO 60mm) OPIPE 'irh other than knuckle sliptitters, a luminaire must be !llipped with a [runnioll so that it can be aimed. With a 'HIckle slipfitter, the luminaire is mounted directly
(0 the ipfitter, The luminaire is aimed by moving [he slipfiuer. Ilher than adjusting a trunnion. Wiring is internal. giving.a eater appearance. This option is available for use on pipe
ith out,ide diameters (00) of 1.9 to 2,38 inches (48 to 1mm). = LATCH ON DOOR OR LATCH ON CANOPY Iwhen latch is lit standardl '\1 luminaires where this is an optibn. standard doors 0['
Hlopies are fastened,with screws. With this 􀁯􀁰􀁴􀁩􀁯􀁮􀁾􀀠1:uches" "t' used i,maead. allowing no*[ool access. = NON-TIME DELAY AUTOMATICAllY SWITCHED QUARTZ hi,. option is similar
to option "B" except [he quartz lamp (fingulshes once the HID lamp strikes. During a cold start 􀁾􀀠rhe HID lamp, the quartz lamp will nor come on. This }rioll does Hot draw any acldiEiomd
current in [he circuit. = NO MOUNTING ARM iDecashield'" III. Dimension" and ecashield 1000 luminaires only} 11(' 􀁊􀀩􀁥􀁣􀁡􀀬􀁾􀁨􀁩􀁥􀁬􀁤􀀠llllninairc is normally supplied \vilh a mOUfi[I'!
;lI'll1 hm can he ordered withollt one. =SlIPFITTER (internaIl1,25(l..IN, i32mml 􀀢􀀻􀀡􀁩􀁬􀁩􀁾􀁨􀁴􀁣􀁲􀀠􀂷􀁾􀁯􀁯􀀠Iliminaire C;1I1 he rnpunrcd (1) 1.:!50 inch l:!mm) tuternal pipe.
T .1tRMINAl BOARD (when tIIrmimll bOird is not standard) All internal wiring in the luminaire is is completed. Internal and external electrical connectors an: made on a scn:w terminal
board. U. Ul USTED twhen Ullisting is not Sllllldardl EqUipment bas passed tests 􀁾􀀮􀀠Underwri"",,' Laboratories and is Ui:.listed for wet locations. ' V=KNUCKlE WALL MOUNT Luniinaire
can be mounted on a wall with a knuckle-type mounting which allows luminaire aiming. See product page$ for availabmt)o·_ EXPLANATION OF OTHER TERMS USED MUlTlVOLT The multivoit choice
under "\"oltage" in Ordering Number Logic tables means that the customer can make the necessary connections [0 operate the luminaire at anyone offour voltages -120. 208. 240 or 2". PECONTROl
A photoelectric (PE) control aIlO\, .. automatic dusk-to-dawn operation of iuminaires. 'With most lumioaires. the 􀁾􀁐􀁅􀀠... choice indudes a receptacle onl,: the PE ioself must be
ordl'fed separately. See produc' pages. RoAoWAYUGHTDISTRIBUmiN PATTEIlHS There are three [ES (Illuminating Engineering Society) classifications used to describe the light distribution
or beam pattern of a roadway lumina ire or one with 􀁲􀁯􀁡􀁤􀁷􀁡􀁾􀀧􀀠optics. I. 5(Short).:11 (Medium), or i:. (Long) indicates how Car up and down a street a luminaire direc[5 light.
2. C (Cutoff), S (Semi-cutoif). or N (i"Ion-<:utoff) tell. how much light a luminaire directs abo\'e 80" and 90' vertical. A cutotTluminaire direces aJmos[ no light above 90°: a semi-cutDff.
some light: and a non-cumif has no M!!smctions on how much light might beemirted in 􀁡􀁮􀁾􀀧􀀠di.. rtt[ion.. 3. T]fpe designation. I. II. m. IV are Corasyrnmetrical (noncircular) light
distribution patterns and indic.te how far a ,Iuminaire directsligh"t across tbe width oC the street: the lhigher the number. the further light is directed across the ,slreet. An IES
Type V designation 􀁾􀁩􀁧􀁮􀁲􀁵􀁥􀁳􀀠that light is emitted in a circular (symmetrical) panern. MQUNTING HBGHT MOunting height i. generally the distance from the [uminaire to the ground,
For pole tnounted luminaires. this may not correspond to pole height. depending on ...hether the luminaire is mounted 􀁤􀁩􀁮􀀺􀁣􀁤􀁾􀀧􀀠all the pole or on an upsweep arjn bracket that
add. to mounting height. • ; 􀁾􀀠! ,, , ; I I' i I :1 I, :1 ' , ' .I:II , 'I II, 1 'i I J,t 􀁾􀀢􀁬􀁬􀁬􀁦􀁦􀀨􀀧􀁦􀀠If) r.n.Ifl<7B wUIt",!! Ill'!flCe n"'l>",!r:rmt 􀁲􀁻􀁾􀀡􀁉􀁾􀁭􀁾􀀻􀁜􀀠I}I
r,'H'nf,.J elltjflf; Cnl11j'>aIlV Page i 5980 Dec. 1993 I 
, " III LUMINAIRE APPLICATIONS Walkways. driveways. tennis cOIlr1s, malls. shopping center. commercial and industrial complexes, and residential areas. SPECIFICATION FEATURES • Ull572liS1ad
SUITABLE FORWET lDCATIDNS • CSA Certified • Standard construction is IP55 • Heavy.duty die-cast aluminum housing and door • Polyester powder paint finish standard for dark bronze, black
and white • No-tool access stainless steel latch design • Heat and impact resistenttempertid flat glass lens • AlGlAS&finish on Type II, Type III and Type Vreflectors, anodized finish
on Forward Throw reflector • Type II, Type III matal halide, and lill Forward Throw reflectors are field rotatable • Enclosed and gasl<atad optical • Decorative MoUling Arm standard
IDriliing tamplates ere the same for the Decashield 1000 and Dimension'" luminaires.) • Mogul base socket • Plug-in ignitor • Unit shipped complete in one carton IBaliastsecured to housing)
• Removable balhisttray (DSMT only) ORDERING NUMBER LOGIC @􀁾􀀠DSMT 40 S o .A•. 1 G MC3 DB DB C I T T '1'" T -r TTT T • U F NOTE: *lise FWT for 3-charscter distribution type "Use HTV
for 3-character distribution typen""i'i:'\Th. "tInelog numb,,._ option. and modltlcatloNl 􀁾on tni, PI". llr. Ut. Liate:d I,Inl... otherwi.. noted. "Trademarc of Genatal El8cttic Company
, ) Raglatered 'trIlG.merk of GenlHel Eleetric eafllP.I'IY I.,. IlUbJ(lCt 10 t:/r.np without Mtic. PRODUCTlo.lvvATTAGE LIGHT SOURCE VOLTAGE BAUASTlYPE XXXX XX X X X DSMT= D7 =70 S =HPSJ
0􀁾121V21181 Seellallastand 10 =100 IM'iMH 241J1TT1 PhlltllmBll'ieDecsshield III NOTE' Standard: Multi.oh SalemnTeble Luminaire HPS Mogul 1=12ll A =Automgwilli Ballast only base lam
Z=2Il8 H=HPFReactorTray 15=150 not 3=240 or LagDSMF= (55V) included. 4=m M=Mag-RegDecashield 17 =175 5=480III luminair. 14=:: D=347 with Intllrnal 2S= 2S0.J F=121lX341 Slipfitter, ....
=...." NOTE: , 120X347adjustable 75= 750 connectedfar 1.66610 2.375 in. NOTE: for l20V 14210 2.501400 . 6OmmiOO connBct!ld ior25OliVpipe mounted. PERJNCTlON IlENSlYPE IESDISTRI-BUTIONlYPE
COLOR OPTIONSX X X X X XX XXX I=None Z=PERecep-. tecls 4;PERecep-teclund ShortingCap NPTE: Recep-taCles con-nectedssma voltage as unit 􀀶􀁾􀁇􀁬􀀸􀁳􀁳􀀠I I I AI. =Alum;-A=L1ghtning See
Ballast num Arrestilr and BL =Black C;Charcoal Photometric DB=Oark Fillsr Selection Ilronm F=FusinglNotTable IStan-available 􀁾􀀠dardl with WH= multivollor \Nblls 12IlX347V:S=Short M=Madium
R=NoArm FWI" • FaIward .. Throw HIY"=Horizontal TypeV IC =Cu!Dff I Z =Typal! 3 =Ttpe III I 
DECASHIELD'I 11/LUMINAIHE ,. 􀁂􀁡􀁬􀁾􀀺􀁾TVl)8Volta e , Ugh! I I Wattage :Source Multivok: 120 m 120X347 MC3 HTV:/IJ8 240 480isu iMe! fWT 10. 100 150 155V! HPS IA.H A.H.M A.M A.M A.H
A.MINIA i 8591 8596 8599A.M Bli04 A AA A 8592 7315 BliOO 8IlO5􀁾􀁯􀀠HPS o HPS H A H 􀁉􀁾􀀠H I H A lilA A H 􀁉􀁾􀀺􀀠8256 :8601 860!i1 A 8602A A A A A A A IN/A 8594 A 7:312 8595 8597 860;
I1A􀁉􀁾􀀠8598 :8603 I 8608 . 􀁾􀀺􀀠diMENSIONS SUPPORT PlAT! SUPFITTER TERMINAl. BOARDalAD SHIEU) HINGE BAACt< 1.UMINAIRE DOORIIffiIINAl SUPFITTER BAUAST SHIeLD U5IUn.QlA 􀁬􀀳􀁚􀁭􀁲􀁮􀁣􀁾􀀠HOl.E
-I DRllUNG TEMPLATE FOR SQUARE POLES 􀁾􀀨􀁉􀁔􀁉􀁔􀁄􀁪􀁗􀀮􀀠.?-I-r..... 2.119ln. (S9rTn) L--l--+;J+-+.L,J.","DRILUNG TEMPLATE NUTPLATE,+-OUNO POLEAOAPTER FOR ROUND POlES" , • For US"
with round pole ada,""r only: ).RPAOB-OS-Oa" Bronz•• for 3.5 to 4.5-lnc. i891D 1l4mm1 00 polo 􀁒􀁐􀀴􀁂􀁬􀀭􀁾􀁓􀀭􀀸􀀱􀀮􀀰􀁫􀀮􀀠for 3.5 to 4.5-lno. i89 to I14m"'1 00 pole BAlLAST AND PHOTOMETRIC
SELECTION TABLE AU light sources are clear unless otherwise indicated PIMH A,MH A 􀁾􀁏􀁔􀁅lilA =Not available_ 􀁾1iIIlq11f8rad Trademark of Ganl:HlIl Electric Company .1. Stlbjec( 10
chang" wtrhoul notiar -. 341,I , ......-. 2.375 in. (GOmm) .....-4 IPhotometric Curve Number 35-17 ---DATA Approximate Ne! Weight 􀁓􀁵􀁧􀁧􀁥􀁾􀁤Mooting Height Elfet1ive Projected Area
With Mounting Arm: . WI1hOUt Mmmting Arm REFERENCES See Page 5900 for start of Accessories and Mounting See Page 5980 for Distribution Type Classification See Page 8000 fot Pole Selection
Page 3 5120 Dec 1993 , 3Jj·45lb. (16-18 kg.! 20-40 ft (IH2M) 1.8 sq ft IO.17sq M) 1.4 sq It (0.13 sq M) 
10 TO 30 FEET (3 TO 9 METERS) SUGGESTED LUMINAIRES _. ' Co i1 􀁴􀁌􀁽􀁾1/1?lli DSMF.DSMT I DMA.DMF·" t' POLE SELEtnON TABLE Nominal Wall EPA t.q It! MPHOrdering 􀁍􀁾􀀺􀁆􀁬􀁮􀁧􀀠sUe Thioknes$
Number Hal ht 1ft! li..1 lin.1 80 90 lOll ASSAlilXX4ADB 10 4 0.125 10.5 8.2 6.4 12l1X4A1111 12. 4 0.125 8.2 6.2 4.B 14XX4ADB 14 4 0.125 6.3 4.1 3.3 15XX4BOB 15 4 0.188 9.3 7.1 5.2 liXX4BOS
13 4 0.188 5.8 4.2 2.!! 18XX40DB 18 4 0.250 8.6 5.8 4.1 21lXX4BDB 20 4 0.188 4.8 3.1 -2IlXX4DDB 20 4 0.250 6.9 4.8 3.3 2OXX5BDII12O 5 0.188' 8.4 6.0 4.2 2OXX5DDB 20 5 0.250 12.8 9.1
6.8 25XX5BDB 25 5 0.188 4.7 2.7 -5 0.250 7.lI 6.2 3.3 SPECIFICATION FEATURES • Square straight aluminum shaft • Dark bronze anodized finish standard • Shaft lengtlls from 1010 30 feet
• Pole drilled for decora:tive moullling armIs) • Single Dr multiple luminaire moullling • Top tenon chOice • Shipped with pole: anchor boits. base cover. hardware. handhole cover. anchor
bolt circle template, shaft cap or lOp tenon Bolt Approxima1BCircle Bolt A. B. Base PIa", PIa", Ship(In.1 Silolin.1 Pmjeotion linJ sUe fin.1 . w.ioht flbsl 9.25 5/8X15 2.75 9 36 9.25
5I8X16 2.75 9 41 9.25 1iI8Xl5 2.75 9 46 9.25 314X18 2.75 9 67 9.25 314X18 2.75 9 ., 78 9.25 314X18 2.75 9 96 9.25 314X18 • 2.75 9 . 85 .9.25 3/4X18 2.75 9 ; 105 9.25 lX36 · 3.5!1 12
1Il!i 9.25 1X36 3.50 12 132 12.06 1X36 3.5!1 12 . 124 12.06 lX36 · 3.5!1 12 16025XX50DB 12525XX5DDB 25 6 0.250 13.1 9.3 6.4 13.50 lX36 3.5!1 13 199 30XX50DB 30 1\ 0.250 7.8 4.6 2.4 1·13.50
IX36 i 3.5!1 13 235 INFORMATION ONLY CATALOG NUMBER LOGIC ": 􀀮􀀧􀁾􀁾􀀢􀀠REFERENCES See Page 8000 for Pole Selection Guidelines SEE SELECTION TABLE FOR ACTUAL OROERING NUMBERS POLE MATERIAL
X NOMINAl MOUNTING HEIGHTfFll MOUNTING DB =Dark bronze anodized DO" Orillholesfortwo Oecaslrield (StandardI luminai... at 180" r:..:=:.......II.:..==--SIll =Satin 􀁡􀁮􀁯􀁾􀁩􀁺􀁥􀁤􀀠1111=
OrillholaforfourDecashield i NOTE; " ••' ••••• n' luminai...' . SO =Drill holas for single OecashiBld lumin.ire' Drill holll$ fortltre Oac:ashield I luminaires alSO" TO =Orin holaforlhre
Oec,lShield I luminal... at 1211" 2T =2·3/8-in.OO1Dp1llnon :IT " ll-in. 00top 1IInon NOTE: "DriU for SPMMlumine" 8$ indic81Bd NOTE:SubsIiIutB mquimd mounting ,designetionforXX in ordering
i number listed in Seleotion Table. , L [ 
HUITT-ZOLIARS Huitt-Zollars, Inc./3131 McKinnev AvMUEI 􀁦􀁓􀁕􀁩􀁴􀁥􀁾􀀱La 1051 Dallas, Texas 75204-2416/214/671-3311/FAX 214-0757 July 22, 1996 Mr. Mark Brandenburg Columbus Realty Trust
15851 Dallas Parkway, Suite 85S Dallas, TIC 75248 RE: Addison Circle Phase I Public Infrastructure Private Drain Systems HZI Project No. 01-2013-01 Dear Mark: The Addison Circle Phase
I Private Civil Engineering Plans prepared by Huitt-Zollars indicate that PVC pipe is to be used for the courtyard and perimeter drain system to collect on-site runoffand roofdrainage.
It has been brought to our attention that your contractor has installed a black corrugated plastic pipe around Building "A" which does not match the sizes and slopes shown on the civil
plans. It is also our understanding that some of these private drains are not being connected to the public system at the designated laterals but are instead being connected to the back
of stonn sewer inlets. It is important that the drains on the exterior ofthe building be constructed of PVC in the proper embedment to comply with wbat the Town has agreed to allow in
their right-of-way. RCP pipes have been stubbed out; in the public inftastructere project to collect on-site drainage. The private drain system must use these collection points as designated
on the plans. The only pipes designed to penetrate the backs ofinlets are tree sub-drains. Inside your property line there is more latitude for alternative materials and the pipe installed
in the courtyard of Building "A" may be acceptable if it has the same hydraulic flow characteristics as the design for the PVC system. In order to make an evaluation it will be necessary
for the contractor to submit a cut sheet from the manufacturer of the black corrugated plastic pipe giving strength, embedment and flow data for review and approval. Even ifthis pipe
is approved it must be installed with the sizes and grades shown on the approved civil plans. Also please note that the private drains crossing under a building slab must adhere to the
the locally recognized building code. This is noted on the plans and, as civil engineers, we do not usually deal with building code issues. Columbus will need to contact the Town ofAddison
building inspection department for gnidance and inspection on this portion of the system. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. cc: John Baumgartner,
Town of Addison Bryant Nail, Columbus Realty Trust Oo'J'R01lO120 llOlIMB0722.L1R Dallas I Fort Worth I Houston I El Paso 1Phoenix JTusM I Ontario f San Clemen{P.' 
c.rr :CMm en /Ab?t:I"<-. e-fv.'" Ti-:r-/HUITT-ZOLlARS fj -5-'1£ Huin-Zollars, Inc./3l31 MCKinqey 􀁁􀁜􀁉􀁾􀁮􀁵􀁡􀀠I Suite 600 I LB 1051 Dallas, Texas 752Q4.2416/2141871-3311/FAX 214/871-0757
MEMORANDUM DATE: July 29, 1996 RE: Addison Circle Phase I Public Infrastructure FROM: David E. Meyers, Huitt-Zollars, Inc. 􀁾􀀨􀁖􀀧Fax # TO: Bryant Nail Columbus Realty Trust !: 770-5129
John Baumgartner Town of Addison " 450-2837 I would like to take this opportunity to review the current status of service which has been included in the design of the public infrastructure
project for the art piece in the center of the roundabout and identify' any design issues which require further detail. We are in the process of revising the interior circle of the roundabout
to a 66.5 foot radius from a 67 foot radius to accommodate the desirr ' 􀀮􀁾􀀮􀀮􀀠. . .' ISsist in protecting the center of the circle from vehie :dressed in the next change order. We
have provide( enter of the circle including 1-4" and 2-6" for irriga 􀁾􀀠./" f cal and 1-4" spare. These sleeves are being instal ,17 I ,.,/J : plans. Drainage for the center of the
roundabout, 􀁏􀁉􀀮􀁾􀀰􀀺􀁲􀁢􀀮􀁖􀁉􀀠e three combination inlets around the interior curb' r . mg the inlets per the drainage area map shown on sh 􀁾􀀠cf "water service line has been installed
off of Line 􀀢􀁾􀁉􀁉􀀧􀀨􀀻􀀠Ie:. t', leet 88 of the public infrastructure plans. A 2-112' 􀁾􀁖􀀠: inner circle per sheet 131 of the public infrastructu I ' ---1f; ystem. It should be
noted that although we hav(, of the roundabout there is no detailed design withiJ this in mind;we believe that the following items 􀁮􀁥􀁥􀁾􀀠. circle design. i J • Provide a detailed
design of the drainage system within in the interior circle and a detail of how to tie into the back of existing combination inlets. • Provide a detailed landscaping and irrigation plan
for the interior of the circle working around the required roundabout signs shown in the public infrastructure improvements. G:\PROJ\UI2n I :tUI\BNU129.MEM ! ..:J Dallas I Fort Worth
I Houslof'1 ! EI Paso I Pl"!oel I I 
• Provide a plan for the extension of the water line to serve a fountain or other water feature planned for the interior ci.rcle.(if any) • Provide the required electrical lowiJ for
the interior design of the circle to George Esqueda with TV Electric for sizing of the required conduit to serve the circle. Also TUB will need to determine if the existing transformers
will be sufficient to serve the necessary load. or if another transformer will be required. Will three phase power be necessary'! • Provide a detailed design of the relocation of the
existing 24" water line within the interior circle to clear the foundation design for the art feature. Please note that it will take six to eight weeks to obtain the water pipe once
it has been ordered. We are prepared to assist with the coordination mid or design of any of the above items once we receive authorization for additional services. Please call if you
have any questions regarding these issues. , G:\MtOMI20130l\BNU1l9.MEM 
􀁾􀁉􀀠OI'hCKVA IUvu t ,-«J-W , 􀁜􀁊􀂷􀁕􀀢􀀧􀁉􀀧􀁾􀀧􀀠UV.I, c:..V................... 􀁈􀀮􀁾􀀮􀀠 HUITTillUARS Engineers IArchitects DttI1as • FDtt Ifri • H_ • EIP_ • 􀁾• Oru,p 􀁾􀀠FACSIMILE
TRANSMnTAL Date;,--L,.7 ........... /9.L...:-/"'_, " URGENT II For Your 􀁾0 P1_ can Upon fIccclpt 0 0rIg. To FolJow By Mall • SENT BY: nME: DAlE: 􀁾􀁾􀁟􀀠Ifyou had ""!I pn>bIoms .....lW>lI
rIIB F_ma.. 􀁾,pIoruo _ Mo. Janrl W'!o& 01' lite -<.W4I UJfll<t ..-at ,..14) STNI31l. 'I1IdnI< you. 3131 MclGnnt!y Avmw • 3uifI, 600 • [)QlJas, TUM 75204· (314) 87/-3311 • "AX (214)
871·0757 
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...."'''''''''''' ............. ... 􀁣􀀲􀁾􀀮􀁡􀀯HUnT-zoLlARS MEMORANDUM DATE: July 30. 1996 RB; Addi>on Cin:1e Phase I Public 􀁾􀀠, FROM: David E. Meyem, HUitt-ZoIIan. l\Ic. FaxN , TO:
Ollllmbllll Reaky Tmt 770-5129 Columbus Really Tnut , 126-0562 Town of Addisoa ,; 450-2837 TII*1I of Addisoa 450-28'7 Gibson &: A.ssoctaIes 557-155% Pul1il/8lll10 a meeting willi lbe
ToWll of Addison on July Z9. 1996. I would lib to make the IeaIIl a\\'lll'e of a problem wssociaIcd with lbe 􀁾􀁏􀁉􀁉􀀵􀁉􀁮􀁉􀁗􀁑􀁉􀁉􀀠of two wastewater 􀁾from BuildiDg "B' md. !he iDstaIIation
of so!Dl' priv..... cleetrical condnits ill die Wilt Mews. . TheR! WeR!' d!R!e waste_KIVi_ on the IIOIth side of Building "D" wbidl did DOl line up with die, originally designed 10000000n
of the public later.ds from !he maio line in }Ilouis A_due to It building. 􀁾design reviSion after the. public 􀁾plus wen: 􀁾􀀱􀁯􀀺􀁉􀁉􀀺􀁤􀀮􀀠One of !be Iat.rus was addressed by moving
a propoRd DIIIlIhoIe to line up with the 􀁾from tile buildiq, It wa del:ided thai: the the other two building pklml.!inr.Jines would lI&we a 90 degree bead (We _ thar rbU wiD actually
be 2-45 degree bends) iImal1ed IIIId a portiIm of die plwobing line lUll paralIe1to die building to avoid conflicts with the dc:siped 􀁾aNI lipr IOC8Iiou. Qm:c. the plumbing line R!8dI§
lbe location of the main latelal anocher 90 degree bead was installed to connect 10 tht! IIlIIiI1 bWnL This is an :J£ceprable solution to the Town for this parIiI:uIar situatioll 110__•
die plllmbing IiIIe whick lUllS 􀁾to. the building appears to be in the: public right-of·way which is not accepatble. All private plnmbing lin. _ . be inslalled within the setbadt zone:
on priVati: pNpel'Y prior to COIIINOIl 10 the IDIIiD latenll. Moms Avenue has,a five foot scIbaI:k zoae for privaIe IIIilities. As a resoIt Columbus Rally will be required . to move
two lalaals OR the ncmb side ofBuildiag -S", l't:r 􀁾ElIiI with the TGWII of Addison. the cleanouts may lie installed on the pIItiIlIel aediIla of lbe line just prior 10 makiDg the secOlld
90 degR!e tum into the main lateral. (See a!I!!ICbId $ketI:b) -,I . . . Thm ha.... been SO\1'll! eleettic1l conduits insg!led in Wilt Mews which Med to be iDIpected for proper . embedment.
Columbus Realty need910 eQIIIlII;t BIUI:I: Ellis .mh !he TOWll ofAddison IIId baoe him select severall'lIIIdom \oI;aliollS for the liDos to lie _oemS and iDpccted. • I The installlllion
of private 1__be il1Sl*l*t for proper emlIed_ especially wilen the 􀁉􀁩􀁾􀀠_ within the pUblic: right-of·way. In the fiInIIe,l _Jd m:'hiU.II.id that Columbus Realty call TOW'll of ,
Addison 8uilding lIIspeotion prior 10 wveriDg any lllility avociaIcd with the: building 􀁾􀁴􀁩􀁯􀁮􀀮􀀠HuittZollars and 8m:e Elli$ with the TOWIlIUe: ..vaiIIIIIe 10 iaspecl emlIedmcnt
OIlwlllla wilbin the public right-of-way. Please call if yOll have any questions R!g;udiIJg lhesc i_ t • i• 
•I I I 􀁉􀀭􀁗􀀭􀁟􀁾􀀠. Ih' i!i.." Jolt No.Q'?o By 􀁾􀀠0.10_,. 0Ikd Sheet . Date , • of__ ( 􀁾􀀠... !:17I'1t •••••• I. i..'" fl.. • -,\ 1'(. "'􀁾􀀠I 
(/􀁾􀀢􀀢􀀢􀀢􀁃􀀻􀀺􀀢􀀢􀀢􀀢􀀠........ 􀁈􀁵􀁲􀁲􀁲􀁾􀀠􀁾􀀮􀁾􀀮􀀭􀀶􀁾􀀠􀀮􀀴􀀻􀁾􀀮􀀠-..z.u.n..'IIC./3131 M__I_OOOI18 'Oil IIi_I....􀁾􀀲􀀴􀀱􀁇􀀯􀀲􀀱􀀴􀀱􀀦􀀷􀀱􀂷􀁬􀀳.. IFAl{21"i8T1..,157 Cc-,8-n
􀁗􀁾􀀻MEMORANDUM of.,.,,;'S T . Ca/l!'1i.Ul .M. DATE: July 29. 1996 g/I/9i" RE: Addison Circle Phase I Public Inftasl!ucture FROM: David E. Mcy.m. Huitt-Zollars, hie. 􀁾􀁦􀁖􀀢􀀢􀀧􀀠Fax.
TO: BrYanl Nail Columbus Realty Tmst 770-5129 ',i 􀁾􀁢􀁮Baumgaftoer Town of Addison 450-2837 I would like to take this opportunity to review the CUlTenl Slams of service which has been
included in the design of the public infrastrueture project for the art piece in the center of the roundabout and identify any design issues wbich require further detail. ' We are in
the process of revising the interior circle of the roundabout to a 66.5 foot radius from . a 67 foot radius to accommodate the desired 10" high and 12" wide ClUb which wiJI assist in
protecting the center of·the circle from vebinular traffic. The revised quantities will be addressed in the nel<:r change order. We have provided for sevexal utility sleeves leading
into the center of the circle including 1-4" and U" for irrigation, 1-4" for data, 1-2" and 2-3" for electrical and 1-4" spate. These sleeves.are being installed per sheet 42 of the
public infrastructure plans. Drainage for the center of-the roundabout can be designed 10 tic into the back of tbe !lINe combination inlets around !he interior curb line provided that
the drainage.is split among the inlets per the drainage area map shown 011 sheet S9 of the public infi1u;uuclUle plaDII. A 2" water service lille bas been installed off of Line: "5"
to serve: the circle per the water plan on sheet 88 of the public infrastructure. plans. A 2-112" irrigation line bas also been stubbed to the imer circle per sheet 131 of the public
infrastructure plans for the continlllllion of an irrigation system. It should be noted that although we have made several provisions for the cellter of the roundabout there is no detailed
design within the interior of the 66.S foot eircJe. With this ill mind we believe !hal the foJlowing items need to be addressed to have a 􀁳􀁾interior circle design. • Provide a detailed
design of the drainage system within in the interior circle and a detail of how 10 tie into the back of eltistlng combination inlclli.. • Provide a detailed tandsc-4ping and irrigation
plan for the interior of the circle working around Ibe required l'OUIIdIlbout signs shown in the public 􀁩􀁮􀁦􀁲􀁡􀁾􀁴􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀀠improvemenJS. 
• Provide a plan for lbe extension of the water line to serve a fountain or other water featUre pl8lJlled for the interior cirde.(if any) . .. • Provide tile RIqUired electrlcalloads
for the interior 􀁤􀁥􀁳􀁩􀁾􀀮􀁏􀁦lbe circle to George Esqueda with TU Electric for si;Eing of the required conduit to sene the circle. Also TIlE will need to determine if the existing
lansfOl'lll«S will be sufficient to sene the Del:eSSary load or if another tr.msformer will be required. Will three phase power be llOaISSary1 • Provide a detailed design of the relocation
of the 􀁥􀁸􀁩􀁳􀁬􀁩􀁮􀁾􀀠24" wab:r line within the interior cin;le to clear the foundation design for the art feature. Please nok: that it will take six to eight weeks to obtain the
wab:r pipe once it has been onleted. We are prepared to assist with the coordination and or design of any of the above items once we receive authorization for additional services. Please
call if you bave any questions regarding these issues. I 
I ('e; 2Jrnce £. rIts Chh-5 T 􀁥􀀮􀁲􀁲􀀭􀁾Hun1'-ZOUARS t.. i. , FACSlMlLlE TRANSMlITAL , 􀁄􀁡􀁴􀁣􀀺􀁾􀁾􀁾􀀯􀁾􀀠· Fax No.: &II Lilt Be..... . H·Z Projec:t No. !lH013..o1 No.JPags C. ·
(blchrdinl c.m.rSbeet) TO: 􀁾D!!!i:i!l!ltion List Be. i o URGENT X For Y_ R.nicor o Pleue Call Upoa Receipt o 0riIiDaI1D Follow by Moil DiJlr!Irg!i:...· LI!1: CONSTRUCTION PRnr!!fss MEETING' MlNUTES
-MEE.'I.1NG NO. I£: :arvanl HliIW0.5129}/Mark B""':II"",1I126-0562)[1'. !2!.l!M770-S147'rColJlm. RaItx IlIa . : MWs I>er.fon -Gibson &. A""";oI!! lac.: 5S7-1m. , , ! •Jeff Hi&li§ • Llano
!';;!lDstnlcti""i tI!Hillt QOhR 􀁂􀀡􀁉􀁗􀁉􀁉􀀻􀁭􀀻􀁂􀁲􀁵􀀻􀁾L"" 12....."141 • TOWlI of Addi!!m: 450-21137 Sud Hincicli • l'ugn>=McCl,JIap!!; 620.1321 El!!!l Shaw -Newman 􀁴􀁡􀁾􀁉􀁷􀁈􀁬􀁉􀀧􀀠J
.!lleilli 11:1:2022 • Dwisbt Swjndle -m: 7113-30119 \ \ Jerrv Moreau", Constnlg!Od MlI.iI1r!!51I1A CortsuItioK; 􀁾􀁬..n!Z· nOM: .j2avid Mevas -· SENT BY: fBI!! llIwm TIME; 􀁾􀀻􀀮􀀮􀀮􀁾􀁾􀀠DATE:
􀁾􀁳􀀺􀀺􀀿􀁦􀀭􀁾􀀠 . · If_-_ fJ/'Ol>I<--orr"""'"To .􀀢􀀢􀁟􀁍􀁬􀀮􀁾_"..___..(1141 811-1JII. TItaItt_ 1/JI Mct(inneyA._ ....600 • DaIIM, T_ 75204.-(2U) 87I-JJII • FU(2l4) 871"(}7S7 • •
I 
\; it 11 ..;:. '" t ' Huin.zoUat5, Inc.' J1J1 MeKLnner; A\lMUtf I SLIM GOO I LB 1051 Oa!!;l'J. f(mQ;) 71;;?04 􀁾􀁤􀀱􀁴􀁩􀀠/:H4/811-3S'1 JFAA 2'''i811..()151 CONSTRUCTION PROGRliSS MEETING
NO. 15 Addison Circle 􀁊􀀾􀁨􀁡􀀬􀁾􀀠r Public infrastructure July 24, 1996 PRTISENT: See AUadloo 􀁌􀁩􀁾􀀱􀀠LOCATION: Columbus Realty Project Trailer 1:30 p.m. DISCUSSIONS 1. Change Order
#2 went to council 011 tile 23rd for deletion of the current brick. in the contract to be replaced with Eureka Bricks ft.r all streets eltcept!he Mews ami Glen-Gcry hricks in all sidewalks
and Mews streets. ACME ba:; lowered !heir price to match the Eureka Brick. therefore, Columbus Realty has rcmoved their request to delete the ACME product from the 􀁰􀁲􀁾􀁥􀁣􀁴􀀮􀀠The
ACME brick will be used for all streets except the Mews but a new change order will neetl w be 􀁥􀁾􀁥􀁣􀁵􀁬􀁥􀁤􀀠with the adjusted unit price. The Council has asked Mr. Baumgartner to
reevaluate the use of the Glen-Gery product in thl'i sidewalks nnd 􀁍􀁥􀁷􀁾􀀠􀁳􀁬􀁲􀁥􀁥􀁌􀁾􀀮􀀠Columbus 􀁡􀀮􀁾􀁫􀁥􀁤􀀠Gibson about pouring a small sectio" of sidewalk to layoul a htrger
section of the sideWalk paver for the Town 10 observe. It was decide{f that the 􀁢􀁥􀀮􀁾􀀬􀀠place may he ,It the inte1'llectinn of Witt Mews and Morris Avenue in lht: street drop slab.
Gibson shall continue to delay the ordning of...idewalk brick unlilll decisicm is reached and delay the ordl!ring ofACME brick /1IIti/a revised change ortier is submitted and approved.
2. The elimination of lite radial bands in the roundabout has been approved by the Town. Huitt-Zollars will issue ,I I'evisoo plilll and Ihe ljuantity cbanges will be incorporated into
the revised brick cbangl'i order. 3. The existing Quorum Drive median hump is to be cut duwn to a 114"'ft cross slope from tht: Ct:Iller to the median curb. HIJ;tt-?nllars will have
a .ketch of the secti(lll to the Town litiS week. 4. McKamy Avenue is to be Iimt: slatlm>:ed. Davis excavation will begin subgradt: preparation of Mckamy Avenut: r01' paving this week.
Mr. Pl!Pl!fllOn with Gibson ilIld Associates stated that as soon 􀁡􀀮􀁾􀀠ulili 􀁬􀁩􀁥􀀮􀁾􀀠lire complele on Quorum Dive he would like to puU Mr. Davis off of MCKamy and on 10 Quorum.
Quorum Drive is nc)W critical to tile schedule due In lhe Okloherfe..l event. Mr. Braudcubw-t; .laloo lhal Columhus plans 10 slay off of McKamy Avenull a,. much a" pOl\.,jhle and are
planning a new gate in tbe storage yard fence to provide a roule to the buildings for framing. McKamy Avenue is ()sit;In I Fnr1 Worth I Houatoo f EI Pd.iO I SJt\(IICIlli(' TlI1tin I
O"tArin I S/IIn CI'UMnfe 
CONSTRUCTION PROGRESS MEE'I'ThlG NO. 15 AddiRon Circle PhlJ.'" TPublic lnfrastnlcture July 24. 1996 Page 2 not critical to the framing oper.mon at this time. Sleeves in Quorum Drive
and Mckamy Ave. need to he installed by Monday of nexl week. 5. Tnlet work in Quorum Drive shuuld he cumplete tomorrow. Gibson will have all sleeves instlliled in Quorum Dr. and Mckamy
by thc end uf the week. Gibsun will contact SWBT contractor or inspector and release them to work on the east side of the roundabout. Mr. Person needs to know if the Town expects the
sidewalk to be complete on the east side of Quorum Drive prior to rc.opening Ihe street to traffic. Bruce Ellis will investigate the need for sidewalk construction. 6. We have received
seven day breaks on the westbound lanes of Morris Aventlc and the breaks are around 88% to 90% of the required 28 day flexural strength. We bave rceeived four day 􀁣􀁯􀁭􀁲􀁲􀁲􀁥􀁳􀀮􀁾􀁩􀁶􀁣􀀠tests
on thc eastbound lanes of 􀁍􀁯􀁲􀁲􀁩􀁾􀀠Avenue and they exceed the 3000 Jl$i 28 day compressive strength requirement. Ba.'led on these results 􀁃􀁯􀁬􀁵􀁭􀁢􀁵􀀮􀁾􀀠Rl:!aJty 􀁩􀁾􀀠released
to begin their framing operations. Columhu.v .vhall limit the traffic on Morru Avellll<' to fork lift traffic fllr aJ leaSI 0111! more week. Concrete Trllcks and otller heavy vehicle
.• should be /rept offofthe street tl8 long as possible and at least until August 2nd, 1996. 7. Nl:!w fax 􀁮􀁵􀁭􀁢􀁥􀁾􀀠were given lIS follows: -Town of Addison 450-2837 -Construction
Mgmt. &. Consulting 231·1342 Jerry Morgan 8. Signallntercollllect priel: will be coming in the form of a change order soon. The conduit and pull boxes shall be paid for a the current
contract unit price. 9. O:>lumbus wants to be certain that the interior of the roundabout has sufficient service prior to street paving. Huitt-ZoIlW'5 believcs thai electrical, irrigation
and 􀁾􀁰􀁡􀁲􀁥􀀠sleeves have been provided for in the circle. In addition, a water service and meter bave boon .tuhherl out into the cirole. The drainage for the fountain ean be tied
into the book uf the inleL' un the interior of the cirele. Mr. Nail slated that they will need limgle and three phase power in the interior of the circle. 10. Mr. Nail 􀁾􀁴􀁡􀁴􀁥􀁤􀀠that
there is some consideration in 􀁩􀁮􀁥􀁲􀁥􀁡􀀮􀁾􀁩􀁮􀁧􀀠the size of the interior curb on the roundubout to provide for added safetY for the art feature. A design will becoming in the
near future. Mr. Nail asked Huiu-Zolhu:s to contact Nancy Armstrong with Sasaki and A.sociates 011 this issue. The neW curb for thl! interior of the rQlmdahnur will be 12" wide and 10"
Mil. The face 
CONSTRUCTION PROGRESS MEETING NO. 15 Addison Circle 􀁐􀁨􀁡􀁾􀁥􀀠I Pllblic Infrastructure july 24, 1996 Page 3 tv face dimension ojthe pccvement in the roundabout must remain the same.
The interior circle radiu.y is being reducedfrom 67' /.(J 66.5' and the adju.,tf.a pavement quantities will be noted jn the nexJ cllllJlge order. 11. The Town wants to know when the
rock berms und rip-rap will be installed in the off-site channel. Mr. Ellis with Ihe Town will get with Mr. Person and verify the limits of tbe rip-rap and rock berms to be installed
which differs from !he current plan. Mr. Person believes the work will be complete by the end oJnext week. 12. The Town expects to sec Record Dmwiogs with all utilities drawn in their
correct locatiollS. Huitt-Zollar.; would like to speak with the Town on this matter in further detail. 13. The Town would likl.) III see the b\lrface water being If'dPped on the north
side of the drainage oullall channel to be graded such lhat it will get to the channel. GibSQII will address this prohlem. 14. The Town wants to see the tree. and debris cre.ated with
lhe construction of the off-site channel and s!\)rrn sewer hauled off. Gibson will address this issue 15. The Town wants to know if the fire aceess drive around the water tower is to
be placed back as hrick or concrete. Mr. Person slated Ibal it will go back a.s brick but that Ihere will not be enough material to replace what was damagcd and slolen. Mr. Ellis will
sec how many bricks the Town has available for the work:. Mr. Person slaled that he will likely need 10 to 12 pallets. 16. The Town would like to <ell the dil/Daged sidewalk beyond the
demolition limits of the project he repaired by Gibson and Aswcililes. 11. Will the roundaboul signs need to be in place with the re-opcning ofQuorum Drive? Mr. Person stated thai the
utility sidewalk woik will not be complete in time to install all roundabout signs. 18. As of this date Bill Brown will not be working on the public 􀁩􀁮􀁦􀁲􀁡􀀮􀁾􀁴􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀀠project.
For the time being being David Meyer< will he performing the services that Bill 􀁨􀁡􀀮􀁾􀀠V'dCated on the public infrastructure project only. :1 will not be on tbe project every day
so if any issues come up call me and I will get buck to you as soon 􀁡􀀮􀁾􀀠possible. 19. Gibson and Associates 􀁮􀁥􀁥􀁤􀀮􀁾􀀠to provide the nl\lUe of their landscaper lind the 5uppJier
of the container grown 􀁴􀁾􀁾􀀮􀀠Mr. Paul Shaw with Newman, lcckliun &: Biebcrstein and Mr. 
CONSTRUCTION PROORESS MEETING NO. IS Addison Circle 􀁐􀁨􀁡􀁾􀁥􀀠I Public Infrastructure July 24. 1996 Page 4 Slade Strickland with the Town will need 10 lag the trees allhe suppliers
location 􀁡􀁾􀀠soon as possible. The trees must be selected and approved prior to delivery. Mr. Person will gather Ihe apprnpriate iuformalion on the supplier which is located in Florida.
Please nate lhaI acceptance oj Ihe tree at the supplier does nol gUlmmtee acceptance once the tree reaches the job site. 20. MTS can install their sleeves in McKamy Avenue and Quorum
Drive at any lime. 21. MTS will need to coordinate with Columbus Rcalty private construction for iuslallation of their services in the Witt Mews. Please note that Gibson ami As,v"ciates
has cons/ruction activities in the Witt Mew., and all work Must also be coordinated with Mr. Mark Person. fiND OF MEBTTNG This report is assumed 10 be a true and accurate """ount of
this meeting unless written notitication to lhe contrary is received within three (3) days. Please distributc these meeting minutes to the appropriate pemmnel within YOllr respective
companies. SUBMITTED BY; HUlTI-ZOLLARS, INC. 􀂣􀁡􀀺􀀮􀀬􀀬􀀺􀀻􀀧􀀡􀀿􀀿􀁾􀀠(;c; Bryant Nail-Columbus Realty Trust Mark Brilildenburg-Columbll1' lblally Trust Jim Duffy-Columbus Realty
Trust Mark Person-Gibson & Associates, Inc. Jeff Hicb-Lll\llo Construction John Baumgartner-Town of Addison Bruce Ellis-Town of Addison Ron Lee-Town of Addison Saad Hincidi-Fugro-McOelland,
Inc. Jerry Morgan-Construclion MlIIlagemcnt & Consulting Paul Shaw-Newman, Jackson & Bieberstein Dwight Swindlc-MrS g:\prnJ\!JJ 2Ul)f}I\enstf' 5.min 
I'l1AIi.K D&l#lJ{fllBtlR6 Jtttt¢y Mot:Mrl SIGN-IN SHEET CQNSTRUCl10N PROGRESS MEETING NO. 15 PROJECT: ADDISON CIRCLE PHASB I PUBLIC INFRASTRUCTURE DATE: 7124196 1:30 P.M. NAME COMPANY
TELEPHON.BlFAX NOS. gnl3311 /&71-0'157 .J3r.4?c::;; hs')-.. 1')9-;' f"vCt{?v ... ikc.4.'U p,. Lt'3" -􀁾􀀳\)j )1L... t..<. .1.-<..J 
_______________________________________ __ HUITT·ZOLLARS, INC. 3131 McKinney Avenue, Suite 600 DALLAS, TEXAS 75204 DATE 7/30 /"'It, I '.;'I 􀁾􀀺􀁡􀀬.?Cl , ATTENTION p.(214) 871·3311
tnlZ. "y',fl..J f?A..,,n6f'1tZr7..p5e. ·E. RE: TO 􀁾􀀧􀀢􀀠of f\.c,DI'>ory Po 0,-,><--􀁵􀀮􀁊􀀼􀀾􀁾...s. p.U. (1.,o"'!cJ t44-WE ARE SENDING YOU 􀁾Attached 0 Under separate cover via----'W'c:...:"'>4-"'
f:.:'-=--_____the following items: o Shop drawings o Prints o Plans o Samples o Specifications 0 _________________________________________o Copy of letter o Change order COPIES DATE
NO. DESCRIPTION I Z (0. 􀁾􀀧􀁉􀀧􀀲􀀮􀀮􀁵􀀢􀀢􀀧􀀢􀀠\)"..L"'C "1'1",. I'Ythr......... 􀁊􀁙􀀱􀀮􀀭􀀬􀀱􀀾􀀱􀁉􀁾􀀼􀀮􀀯􀁈􀀷􀁾􀀮, THESE ARE TRANSMITTED as checked below: o For approval o Approved
as submitted 0 Resubmit___copies for approval o For your use o Approved as noted 0 Submit ___copies for distribution 􀁾􀀠As req uested o Returned for corrections 0 Return ___correctecl
prints 0o For review and comment o FOR BIDS DUE _________________19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _____________________________________________________________________________
COPY TO,______________________________________ 􀁾􀀠􀁓􀁉􀁇􀁎􀁅􀁄􀀺􀁹􀁾􀁊􀁾􀁌􀀡􀀧􀀠It enclosures lire not liS noted, kindly 􀁮􀁯􀁾􀀠, 
􀁾􀀠:0 (j) a 81 t-'fro G' ( Project ,40N"'" O.·....t. Job No. J)t LO1.1""1Hlm Client JIlt;?4'J" . By IlfI-c Date 7(;10/%ZCtiARS Chkd __ Date,_·__IMCQRPOft,t,f1!O􀁔􀁡􀁳􀁫􀁾􀀭___-,--,"""""'"I
. Sheet__ of___ • -I 􀁾􀀠"I:>-r-.. l' ? f e £.. c <0 􀁾􀀠f1-J t 0 􀁾􀀠 p .,J), .... dIl 0R I) .' II'v 3 W l -i!f .... 􀁺􀁾f z.• i (. . v'l 
I I Hum:ZDJJARS MEMORANDUM; • DATE: July 9.1996 RB; Addison CiJllle Pbase I Public fuliascructure PROM: David Meyers, Huitt-Zollars. Inc? Fax # TO; Bryan! Nail Columbus Realty Tl1ISt
770-S129 Joim Baumgartner Town of AdlnSOll 931-6643 The original quantity fat street light foWidations fur 14 ft. Tllxan Style poles was 55 in Schedule . nand 14 in Schedule vm for a
total of 69. Change Order No. I reduced this qUlllltity by two 10 a tOlai of 67 which is consistent with the TUB letter dated JullC 6. 1996. The final quantity reflects no pole lights
in the Mews. The TUE quoted price of $1.&33 each is $4 per light less than the cost given in a November 1. 1995 letter frum Mr. Tim Brancheau. The lotal cost quoted by TUB of $122.!!11
for the Texan lights is within the current budgeted amount of $131.000. ,.The total quantity of new single shoe box luminaries on 30 ft. poles (net of reiocation$) to be erected is six
for the roundabout lighting which is 􀁣􀁯􀁮􀀵􀁩􀁾􀁦􀁥􀁉􀁬􀁬􀀠with the TIlE Jetter dated lune 6. 1996. There is not a budget COS! from TIlE for comparisOn to the $1.300 cost quoted in
the June 6. 1996 letter. however. our IIIIeSt cost reconciliation fOr tM project carried a tola! amount of $30.000 for theI work which ruE has QUO(ed an amount . of $'7.800. Ii 
---------------------------• -• , ..n.....I,. 1 r .......,U ',{l,L..U,Vl\, V v Vv , .... VV& ". T 􀁾...... 􀁾􀀠....V ......... _"...... , 􀀮􀁾􀀮􀀠 'lflELECTRIC1110. 7-_.QwoI November
1. 1995, Mr. Andy Oakley Huitt·ZoIIan 3131 Mc:iCimI:y A'mIP!e Suite (i()Q Dallal. Tau7S204 , k Mdiron arde SIreet IJ&I* '. Dear AtIcly. YCIU teq""SPd TU 􀁾iasadJ die 14-fOOt TPIll pole
with tbe fiDiaJ bad lumillaile aDd tile '. 175 watt metal baIi* IIIIIp (mode117MPND ILfowId in our 􀁾Street UgbtiDg brodIIIrc) ill your AcldilC)ll Crde JIRl.iect. _ ThI diffotalCll in
COIl for !be ItI'CIIt light you R:qIiIIiltollDcl the ID'CIIt light of standard dcsip is $1,837.00plI' IIm:t liJllt. Tbis priI:e is bIIed 011 Columbus Hally providiD& ad iDstaIJing "thnoDfiilalioa.
treIPda II'Id COIIdIJit ID TV Eleclric 􀁾for !be IIrCCt. liglu. TU ElccIri!: will -.u!be lipa _ all auoriett411n1Ct IiPtcable. TB:cl , • ,, 
-----.lUll 01 -I\U\VA IVW ......... _.. ....-_ ....... "_. -I Mr. Bryant Nail ., j CcIurnCus R8aJty TMt 15851 Da"e patany, SUilllIIS5 Dalla. T_75248 i ! 􀁾􀀠Re: Adcti'fon Qrd_ • SInIIIt
UghIs DearSryant LIlted beICIW ill • breaklIoM'I 01COllI aaoc:ietedwith Ihe ntaIIl'Ion GI--waat ..., at»ve I'lIf'a1"lff\C8G dlMlape.... The laUd CCIIt of$130,8'11 is _ biIIant!hl.....
' IIgtJta IW lnNIllId. 􀁾"to$' ,-S s: 􀁊􀁾􀀮􀀬􀀠􀁾􀀮67 quantity -175 _ ....hIIIk18lDi11 bIWId globe 􀁾􀀮􀀠SS J 1"ifC'o . luminal..en 14ft. Tuan 􀁾􀁾0 51,833 ...􀀽􀁾􀀠::rl-. 􀁾􀁻􀀻􀀸􀀱􀁬􀀴􀁊􀀠􀁾􀀺􀀺.
e!8 quantfly .250W'IIthiOh "......,.. sodiwn tingle III:IcIItoI:IaC r ..J-. turilinaire on 30ft. .......pole 0 $1.300.. sz: SQ!l TOTAL 1130.8t1 ., ryou haYa any queslla15, pl.'1J c:allme.-.13G.
81111:_1111. 􀁾􀁾􀀠GIIGfIlJllI!sqr.ieda Engineeting Analyst 
SENT.BY:XEROX 7033 ; 7-8-86 ; 2:04PM; HUITT-ZOLlARS, INC.... 8316643;# 11 3 HUnt-zollARS 􀁍􀁅􀁍􀁏􀁒􀁁􀁎􀁄􀁕􀁍􀁾􀀠• DATE: July 9, 1996 RE: Addison CiIcle Phase I Public Iufrnslnlctute
FROM: David Meyers, Huitt-Zollars. IReP-Fax' . TO: Bryan! Nail Columbus Rca\ty Trust 77O-S129 10hn Banmgartn« Town of Addison 931·6643 The original quantity for sl1'l!et light fol1lldation.s
for 14 ft. Texan Style poles was S5 in Schedule , nand 14 in Schedule vm for a total or 69. Change Order No. 11'1!duced this quantity by two 10 a total of 67 which. is consistent with
the TUB letrer dated June 6, 1996. The final quantity 1'I!fiects no pole lights in the Mews. The 11113 quoted price of $l.833 each is $4 per light less than the cost given in a November
1. 1995 teller from Mr. Tim Brancheau. The tot'll cost quoted by TUB of $122,8\1 for the Teltan lights is within the current budgeted amount of $131.000. , . . The total quantity of
new single shoe box luminaries on 30 ft. poles (net of relocations) to be .' erected is Sill for for the roundabout lighting which is consiJ;tent with the TUE letter dated lune 6, 1996.
There is not a budget c:ostfrom DJE for comparisOn to the $1,300 cost quoted in the June 6, 1996 letter, however. our laleSt cost l'I!COnciliation for 􀁴􀁨􀁾􀀠project carried a total
amOunt of $30,000 for the worle which TUE has quoIed an amount of $'7,800.I . .. Po.. 4:;/-o7.s:;z.
----• -• __􀁾􀁟􀁾__􀁾􀁟􀀺􀁾􀁾􀁏􀁟􀁘􀁾􀀷􀁟􀀰􀀳􀁟􀀳..______;_7_-_3_-_00__􀀻􀁾􀀲􀀽􀀺􀁏􀀽􀀽􀁾􀁍􀀻􀀠􀁾􀁾􀁉􀁉􀁔􀁾􀀭􀁾􀁚􀁾􀁏􀁾􀁾􀁾􀁓􀀬􀁾􀁉􀁏􀁃􀁾􀀮􀁾􀁾__..__􀁾􀁾􀁾􀀻􀁾􀀣􀁾􀁾􀀠 1UELECTRICn..
' --_.c.,.. Novembei', I, 1995 Mr. Andy Oakley Huin-Zollars 3131 Mc:iCiImey /t..'If:IM -Suite 600 .,Dallas. Texas 75204 /Re: /t..ddilOQ Cin:le Suect LiJbts '. You teqliCSIt'd ro EIecuic
ids1aI1 die 14-fOO( TWII pole willl Ibe fiaial bud lumi.a.airc I.IId die ., 175 watt meW I!aJidi: IaIIIp (mode! 17MFND u. found in our J:lec:oraIM Street Ughlins 􀁾􀁲􀁣􀀩in your MdilOft
Circle pmject. _ The differtDCe in COlt for 1be Ittl:Iet Ji&ht you 􀁾and die m= light of 5ClDdard design is $1.837.00t'CI' stm:t liJbt. 11111 price II baed 011 ColllDlbul Realty provicliDg
I.IId iusIaIlmg'tbnOOJiGitian. treIIdll.lld CGIldlih to TV EIecttic tpedflcalioal. for the Itl'CI:t Up", ro Electric will inIcIlI1be npu II1IIIIl.crociated 􀁾Iisht cable. = TB:c1 ..
! • ,,; 
--SENT JIY: XEROX 7033 . ..... . . :7-9-96 ; 2:06PM: . flUlTI-ZOllARS.INC.... i 9316643;# 31 -. ---'--Mr. Bryant Nail · · •I 􀁃􀁯􀁉􀁵􀁭􀁄􀁾Realty TMt 15851 Dalla PE/rICway, SUlW 855
DaliIaII, Teas 75248 Re: Addison Cir1::I•• S ...... 1.Igt'ItI 0ear8tyant,. . . Lbted b.Gk:Iw ia • bnIIIkdcMn ofCOltS aaocietecS wI1h IhIt nulhdlan 􀁾ItnIItIfFts at the 􀁡􀁢􀁏􀁾"".1'1IfICIId
developnerlt. The IaI8I costd$130,811It. beb.ttt. __ IIght.UIl'llInItaIIIild.. Jk..... '1.$"'1-$>" 􀁊􀁾􀀢􀀬􀀠A. '07 quantity -175 WIlli mNI hII/da tnar ba1d glabe 􀁾􀀮􀀠SS..J-f';l' C>o
. IYITMnaI,. on 14ft. T.., 􀁾􀁾..11,833 ...." -::rl-. 􀁾􀀯􀀧􀂻􀀺􀀮􀁊􀀸􀀱􀀱􀀬􀀴􀁊􀀠􀁾􀁾􀀮􀀠B!It quantlty. 250 welthiclh 􀁾1Odiu-n tingle 􀁾􀀠􀁾􀀮<J-' luminaire on 30ft. IQUn steel pole
0 $1,300... stBOQ TOTAL r yov have My quesUom, F'I rll! call me It-"343. SIncerely, 􀁾􀁾􀀠George Eaqueda Engineering Analyst c: John Baumgaltner ItrI1 Srat'ld'leau I i H 
• • Hurrr-zoLIARS " IJuly 29, 1996 Mr. Mark Brandenburg Columbus Realty Trust lS8SLDalIas Parkway. Suite 855 Dallas. TX 75248 RE: Addison Circle Phase I Public Infrastructure Construction
HZ! Project No. 01-2013-01 . Dear Mr. Brandenburg: I would like to clarify a statement in a letter dated July 22. 1996 regarding the private drain system. At that time it was represented
to Huitt-Zollars that Columbus Realty had tied some of the black corrugated pipe used for the private drain system to the back of the public storm sewer inlets. As you pointed out, the
pipe has not physically been tied to the backs of any inlets. however field investigation has revealed that there is a private drain pipe laid in' a trench perpendicular to Building
WA' to the" back ofan inlet on Mildred street. Although it has not been connected to the inlet, it appears that this was "the intent at some point d.uriitg the installation. Once again
we would like to reinforce that RCP stubs have been provided in the public infrastructure construction for the collection of the private drain system. " Please call if we can be of further
assistance on this matter. Sincerely. HUITT-ZOLLARS, INC. 􀁾􀁊􀂣􀀧􀁪􀁐􀁊􀁾􀀴􀁤􀀠David E. Meyers, P.E. Project Engineer cc: Bryant Nail, Columbus R.ea!tY Trust I John Baumgartner, P.Boy
Town of Addison " • G:\PROMI201 :tot\MB0729.LTR 
Huinwlollaru, JI'IC./313t McJ{iIVltlV AV8fluw I tMlt: 6001 LH lUJ foanas, tVM'a, 􀁾􀀺􀁬􀀴􀀱􀁢􀀧2141S11-3311 1FAX 2111/B114J757 " DATE: RE: PROM: TO: , ...... MEMORANDUM August 15, 1996
Addison Circle Phase I Public Infrastructure Street Signs David Meyers, Huitt-Zollars. 􀁉􀁮􀁾􀀠Bryant Nail ' MW'k Pemm Juhn Baumgartner Culwnbus Realty Trust Gibson & ASlKlCilltes Town
of Addison Fax # 770-5129 557-1552 450-21137 In a letler dated August 15th, 1996. I made reference to the fact that the !rtTeet signs tor Ml;Kmny Ave. should be lDlUlufal,.'tured to
read Goodman Ave. I would like to reinforce that the manufactore of the small street signs is still un hold until a decision is made on the sign oolor. The intent of the AugUl>i 15th
letter was to release the manufacturing of the JW'ge roundabout bigns but not the small street signs. J apologize for MY confusion the previuus letter may have caused. Please cull if
you have any questions. 
HUll JillLJAKS-Enginem I Architects REC'D AUG151996 FA.CSIMILE TRANSMlTl'AL FaxNo.:________ H·Z Proj. No. oIZof:io( No. 􀁯􀁃􀁰􀁡􀁡􀀮􀀺􀀬􀁟􀀮􀀮􀀬􀀬􀀧􀀲􀀮􀁾􀀺􀀺􀀭􀁟􀀠auclvdtog Cover Sheet!
TO: 􀀧􀁂􀁾Nq,rJ -(7(>"'$I2/f dPltN Vr..􀀮􀀬􀁲􀀮􀁤􀁮􀁡􀁣􀁾􀀠􀁾􀀭􀀧􀁚􀀸􀀧􀀺􀁊􀀷􀀠Cl URGENT • pi{ For Your RevIew 0 Please Can Upon ReceIpt 0 ong. To f'o1law By Mall SENT BY: TJW;:: DATE:
IfIIW had. _ prvI>I8m$ _fI19 filii: "'"'_ Thut._ ,-AI.. Juno! _::::-􀀭􀁲􀀯􀁷􀀭􀀧􀀭􀀭􀀺􀀭􀀧􀀭􀀺􀀺􀀭􀀢􀀢􀀺􀀭􀀺􀀭􀀺􀀡􀁑􀀧􀁾􀁵􀀮􀀭􀀺􀀭􀁴􀁥􀁤􀀭􀀺_ ... _ at IlIJ4) B7!·a;n I. Thonk YO"' 313l
McKinney Av .. mu: • Sui# (i(J() • DGl/Ds, T""lU 7S204. (114) 811-3311 • FAX (lU) 871-07S7 
GIBSON Be ASSOCIATES. INC. 11210 Rylioo.... P. 0.110. 800579 Bafdl 􀁓􀁯􀁲􀁩􀁮􀁧􀀮􀁾􀀠Tn.. 1SIIlQ.OS19 􀀲􀀱􀀴􀁾􀁓􀀱􀂷􀀱􀁬􀀢􀀹􀀠•FAX 55HSS2 >..... 􀁾􀀡.......n AU8151996 August 13, 1996
Mr. David Meyers Huitt-zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Re: Addison Circle-Public Infrastructure/Phase r Dear Sir: We request a change order for the tnstallation
of the interconnect wire on the above referenced project which was destroyed by the proposed construction of the project. The price for this wire and installation is $3.74 per foot.
The actual lengl;.h of wire needed js not known at this time but I anticipate approx. 1,200 LF to be di::;turbed or missing at this time. If this is the quantity you choose to estimate
for the change order the total is $4,466.00. If there are any questions regarding this matter, please call me. Very truly yours, GIBSON &ASSOCIATES, INC. r;1Il2Mark person Project Manager
Ml'/ms 
, v ...... uv , '"' v •••􀀬􀁾􀀮􀀠u..... •• ....,............... 􀁾.... 􀁾􀀠........ HUITTillLIAR5 DtIIlas • Tart WQnh :. IIbu.trmt • EJ PiUO • Photnix • TI<IIin • Ol,lIUio • Sdn Ckmtf'rt'
FACSIMILE TRANSMITTAL Date: Fait No.: 4?0-Z IB'"ans/'" H-Z Pr,oj. No. 01 1'\31p I No. of paps:,_.:::2=-__ (Il1Clllding Cover Shlld) TO: -TOWN Q" Aq).W 􀁾􀁾􀀠(\!q.. ';'Sbttt.l 􀁾􀁾􀀠a
URGENT )iQ For Your Review )It Please Call Upon Receipt a oiig. To Follow By Mail "'TMe vJf!!9C,. l-''* &MeP'§!!L IN "",...,."" '7. YNfftZ. e..'...0 ...... "It" NeEOi 'n III "",,,t!>t9?
'S.t.l4 'rt!e "Z.'" 􀁜􀁉􀁊􀀮􀁾􀀠....1Ne, "'\A) EM &.' '\ WI"",,"" 1'!fe t'I1'''''M.D Sm••,. fl..G.IA ••• we ltw'-" 1ZEg."en-TIfA,. r..eJt'; 'BE &1'-" 'TD AB••􀀡􀁵􀁾􀀠THE Eep"p.r 'tlkQr!'l!!Idr
􀁾1[$ ama.')l 􀁾􀁦􀀧􀁉􀁜􀀮􀀠7JH1 14.[""lIfl:rJ YAle 11) 􀁾􀀬􀀮􀀮􀁴􀁬􀀮􀀨􀀬􀀮􀀮􀀮􀀮􀀠0 .ve. 􀁾􀀯􀁷􀀮􀀠 SENT;SY: TIME: 􀁄􀁁􀁔􀁅􀀺􀀬􀁾􀀬________ q,.. Iw4 ...,,.-,......., .... F _ _ • ,w.u..
;,..-. M •• J"".. _ .., ..__Ont!/""".. '" !Z14) 171. SJIl. 11->,... 3111 McKinnlfY A....".,.. • Suire 6IJO • Dulilu, Tuas 75204. mol} 87J.JJJ1 • FAX au! 871-0757 
ORA INACE ESM'T • . IRY SEPARATE ILOC 0 i ADDITION I. PG. 538 .D.C. T. LOT 7 BLOqK 0 1 coted 10 the TOWN for Public BLOCK A 3.051 ACRES LOT I IS' 􀁾􀀹􀀧• e .. ... PO/Iff OF , . ,--21
2.0' X !!5' )</,,:,",,01,., T\JIi: ESM' T • BY THIS PUT LOT 8 '111' , ,. < • INSTllUMENT) ,." .20' A&J.ty AND . . UTILITYESM' T. VOL. 902.41. PC. 2.'07 UTILITY ESM'T. BY nuII I'iJ'T
SEE !lHEET Z 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁪􀁾􀀫􀀭1 􀁉􀀭􀀢􀀭􀁾􀀧􀀭􀀭􀀧􀀭• N 00'01 '39"4.00· JUUAN'S ADDITION VOL. I PG. 536 M.R D.C.T. LOT 2 LOT 3 F TUE ESI' -OF-'fIAV ABANDONED BV lTV ORDINANCE
No. 2.121 S.F. N 8z;r!ilrw LOT 2 BY THIS I I I I I I I I I I I 
PosI-i!" Fax Note 7671 August 13. 1996 Mr. Mark Persl)n 􀀨􀁪􀁩􀁾􀁮􀀠􀁾􀀠􀀱􀁜􀁾􀁓􀁻􀁽􀁃􀁪􀀸􀁴􀁃􀁓􀀠11210 Rylie Crest Drive Balch Springs. TX 75180 Rli: Addison Citele Phase 1 Publil;
􀁉􀁮􀁦􀁲􀁡􀁳􀁴􀁲􀁵􀁾􀁴􀁵􀁒􀀾􀀠 Roundaoout 􀁾􀀠McKamy Ave. Signs HZI Project No. 01-20\3·01 Dear Mr. Pel'!)oo: Thc fabrication of the large roundabout signs (Item No.'s 136 􀁾􀀠137) Will;
placed On hold to consider the possibility of allowing room for Ihe fourtb leg of the roondaboul to be added to tbe same size sign and to consider II 􀁾􀁨􀁡􀁮􀁧􀁥􀀠in background color
from green to brown. Per iI conversation with Oueston & Ductors, the leiters on Ihe signs can not be reduced in height but we colild L'(lJ1sider using lhinner lettcrs II) obtain mme
space. The sign tnanufacturer stated that the only way to accommodate Ihe fourth let: wilh the specified height of leiters is to construct a larger sign 􀁷􀁨􀁩􀁾􀁨􀀠is not de..irable.
ThcreroR> you are 􀁲􀁥􀁬􀁥􀁡􀀮􀁾􀁵􀀠II) proclled with the signs as sized in the current 􀁣􀁯􀁵􀁾􀁴􀁲􀁵􀁌􀁌􀀱􀁪􀁯􀁮􀀠documents. In audition, the architects are not in favor of using a
brown backgmund for the signs, therefore you are to proceed with the green background a.s 􀁾􀀭􀁰􀁥􀁣􀁩􀁦􀁩􀁣􀁤􀀠in the design plans. The name I)f McKaOlY Avenue has officially been changed
tl) Goodman Avenue. PIc.'ISe note thallhe signs at 􀁬􀁯􀁣􀁡􀁬􀁩􀁯􀁮􀁾􀀠2 & 3 on Sheet 17 of 137 should be tnanufactured tv read Goodman Ave. 􀁐􀁬􀁣􀁡􀁾􀁥􀀠call if you bave any qucslions.
Sincerely, HUITl'-ZOLLARS, INC. 94N·J􀂣􀀮􀀯􀁊􀁉􀁾􀁴􀁉􀁦􀁦􀀠David E. Meyers, P.E. DEM/psp cc: John Baulllgariner. P.E.-Town of Addison 6rylUlt Nail-Columbus Realty Trost 
Hoiti·Zclfar$, /(tC. J3131 McKff'lf'\eY AYe"1.I9 f $uite £lCO ILS 105/0dlla,$. 􀁔􀀨􀁪􀁾􀀠􀀱􀁾􀀧􀁚􀁉􀀱􀀱􀀶􀀻􀀢􀀾􀁬􀁾􀁲􀁬􀀮􀀳􀀮􀁾11/FAX 21'1f871-0757 .. ,,....-, .... .... .. ' . . ..
" ,..􀁾􀀠-, August 7, 1996 Mr. Bryant Nail Columbus Realty Trust 1585 J Dallas Parkway, Suite 855 Dallas. TX 75248 RR; United States Postal Service IJrainage Easement Addison Circle
HZI Project No. 01-1932-04 Dear Bryant: We have reviewed the exhibit showing the proposed drainage easement from the USPS tract to Quorum Drive across the Addison Circle property and
have the following observations: • The letter from Charles Gojer and Associates refers to the document as an "exhibit". however, you arc asked to execute it so let us assume it is intended
to be the complete final easement document. • TIle bearings on the easement exhibil du not mUlch those on our boundary survey ofthe Addison Circle property. 'Ibis, in and ofitself, ill
not necessarily a problem if the anglt:S between the lines arc the same (or "Vcry c10llC to the same) same) as thuse on our surveyor if the easement i:; described by other means (such
as "following the south line of Lot I, Block 1 ", etc ... ). However, neidler of!.hase is true. TIle angles are different, the bearings are incorrect, the ea.<:ement as presented does
not close and there is no metes and bounds description to t;larify !.he intent. • It would be helpful if the volume and page of the USPS Addison Addition, Lot I, Blot;k A were shown
on the drawing since the 􀁥􀁡􀀮􀁾􀁭􀁥􀁬􀀱􀁴􀀠is tied only to this lot romer. If that plat has not been recorded, another point is needed to define the t:asement. It would also be desirable
to indicate the survey and abstract number within which Ihe easement is located. • The separate page that has been included for your execution is 110t nppropriate. You arc basically
signing II bhmk check beCllUse il is (Jot /lttllCbed or referenced to anything thut describes what you are granting. Nonnally there would be a description of. the purpose oj' the easement
which would refer to a metes and bounds description and/or a drawing. There is also nothing that indicates the beneficiary of the easement (i.e., the "grantee"). n:WKOJ\O' 193204\rJNOao1.LTR.

w Senior Vice President Mr, Bryil11f Nail August 7, 1996 Page 2 • The execution block on the drawing is unusual; again doesl),ot adequately describe the purpose of the casement; does
not indicate your Jegul status relative to signing on behalf of OPUBCO; IUld hIlS the word "realty" misspelled in two places, • It is our inlerpretation of TexlIS survey law that this
document should be signed and sealed by Ii licensed surveyor. Please let me know if I call be (If ,my further assistance in this matter. Sincerely, HUITT-ZOLLARS, INC. "Oakley, P.E.
ACO/psp cc: Mike 􀁍􀁣􀁗􀁩􀁬􀁬􀁩􀁡􀁭􀁾􀀠U\I'Y.t)J'0119J2o.i\llNOJ01.t.m 
Hum-zoUARS FACSIMILE TRANSMflTAL Dale: S!It./eu, Fax No.' '/-sO. Z8.1"1 H-Z Proj. No. QI'iP'U.I'Z.. No. ofPapl:,-.--:,g=-__ ({ncl'lldiq Cover Sheer) ,.., TO: &D S>UPM P"'&c.'"" tc...J....
􀁾.. Ma.. 'bM-N 􀁾􀁾􀀠o URGENT rfFor Your Review 0 Please Call Upou Receipt 0 Ori,. To Follow By Mail " SENT BY, TIME: l)A1'E:,______ U_ harl "'?' p"-_., IN f_T.........IIIrI. p_".:-.. M•• I..... _ "'".. ___..... «
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,, aUSUta.. Project (h",,,,., 6r.wf Job No. el' e tisfHUITI Client "'.z4 01' IftIHStIJ By ¥'" Date 8111-/111.2CUARS Chkd__'1$00."0"''''11.Tuk zA· c.u1lft!C,. Datc___-,ru:c..CJM!MJ. Sheet---L'
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􀁾􀀱􀀧􀀠U'·ru.....n.vn. IVU\J • V ,l,.L,. UV , U' IJUu.'$' ...... _ 6, ""'V-.-............... 􀀮􀀮􀁾..... 􀀭􀁾􀀭... _. IHurrrillLI4RS f I . I • 􀁄􀁡􀁬􀁬􀁾􀀠• f(lff 􀁾􀁮􀁨􀀠• H_ • Ell'/UO
• PIr«ltir • TKIIin • OnC/lrio • $Gil ame,,'" i FACSIMILE TRANSMITIAL Date: ., ru No.:... "1..iq"" +;0·2 S n 􀁾No. of􀁐􀁡􀁧􀁥􀁳􀀺􀁟􀁾___H·Z Proj. No...:.;'􀀡􀀡􀁦􀀭􀁉􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀁉􀀱􀁆􀀭􀀽􀀭􀀺􀀽􀀮􀁉
􀁯􀀮􀀻􀀺􀀺􀁥􀀮􀁾􀀠(IlIcIllding COllI![ Sbellt)• " D URGENT 10 For Your Review 0 PI_ Call Upon eipt 0 Orig. To Follow By Mail • ",. :;..,: A.JrJ.,.1,,"; •􀁾􀀬􀀠.J "";:. ( ,􀁾􀀠I.. i I
-" : I I ,I ! I! i ! , ! I I, !H 1"('1' f)Ji!<,/P.l7FROM: ((1 .' f . SENT BY: TIME: OATE: _,tJw F_ T_IIIII, p/<.,. 􀁾!II. I.If_ hod ""y'. 􀁾1li1lU .... lilt __..,........ tlI4J !11·
JIll• .",.". :1"0. I 3131 MclG /w:v......nue • 􀁾6()(J • DlllIu, r""", 75104. 􀁾􀀱􀀴􀁽􀀠871·)311 • FAX (114) 87I-!J757 
I) Survey Horizontal and verticallocati"" lIf existing water lin unCo ullWvercd by othen;. 2) i""limwory design of water moin relocation ru, revi hy Ihe Town and Developer. 3) fmol design
document lOr constnlction incorpo!1llin COllllJ1enls of the Town and Developer. 4) 􀁾􀀩􀀠􀁣􀁢􀁡􀁮􀁾􀀧􀀢􀀠order fur Ihe relocaliun ro be included in t iates. Provid lfull size and balf.i""
drawing. ro tl1e leam membc c 􀁾􀁵􀁭􀀺􀁮􀁴􀀠""""'ruction conlnlct With Gibson􀁾􀀠>..11...", UI · .. U •. .n.VI\. IV"""" /1 I i ·7416 􀁴􀀲􀀱􀀴􀁾􀀷􀀱􀀭􀀳􀀳􀀢􀀠I t!A.X 214/871·trl57􀁈􀁵􀁲􀁮􀀭􀁚􀁏􀁬􀁬􀁡�
�􀁳􀀬􀁾􀀮􀀠􀁾􀁾􀀳􀀱􀀮􀀳􀀧􀀠􀁍􀁣􀁋􀁬􀁮􀁮􀀦􀁙􀁁􀁖􀀤􀀨􀁉􀁉􀁲􀀦􀁉􀁓􀁵􀁩􀁌􀁃􀀧􀁾􀀯􀁌􀁂105 I OaikJ3. 10113&1 P.O. Sox 144 ' Addison, TX 15 fHJl44 Re' Addi.o Circle Phase I Public (nfrastrueture
HZl '«:1 Nt>. 01-1822-12 Dear Mr. Bawn arm"" ices associated with the relOOllion of a 24" water DIllin with the Interior 1165 foot radius 􀁾􀁩􀁲􀁣􀁬􀁣􀀠of Ibe m.>tl.rn undabout Huilt-ZolllllS,
In II is pleased to present this proposal fur lingineering We propose 10 I vide the above de.cribcod work .1 hourly ru(CSlIo! 0 􀀮􀁬􀁬􀁾􀀮􀁤􀀠$2,500.00 TI,o allache<! F.j/'ibit "8" is
part of this agreement opportunity 10 i>l-ovido tl1ese serv i...... Sincerely, Should this prqROllllllileet with your appMyal, please 􀁾􀁩􀁧􀁮􀀠""d rotu one copy lu our offioc. Thank
you for the ACOIp.p Atlllchments August S, 1'196 Mr. john Ilaum Town of 􀁁􀁤􀁤􀁩􀁾􀁯􀀠Dn-cctor of Pub!" 16801 W"stgrov ner, P.E. Works Drive II 
I I 􀁅􀁾􀁈􀁭􀁲􀁲􀀠B L RUrIT-ZOLLARS, IN t. or • fie It" dl iI1dudc:s • lcssu aIJowwl(:C wr Nt 􀁬􀁜􀁭􀁤􀁩􀁮􀁾􀀠trIc qn:t;$ to limit lfll', JiIibUify 1Il1&ins; fmm HZl', . naI IlCB. cmm
Of 􀁏􀁉􀁄􀁾􀀬􀁾􀀠UlIC lhe total "".lWIiHty OfHZlsl!al! ........., 1lZI', tollllll:. the SImke::!: n:ftd:cted 00 thl&: project.J. 7. S£QIlENTIAI, DMfAG!S CLIENT >hall not bt Ilab!< rollZl
􀀢􀀧􀁾􀀠HZI shall no, be • .. d!< CLIENT fot """ .....queotiaI d_.. by olthu due .,the faIIII ofIll< otI!<r, "'pnI!m .f naI.dn; or thiJ !oWe. Qt wbetber it was committed by lbo or 􀁉􀁉􀁚􀁉􀀮􀁉􀁨􀁥􀁾�
�􀁰􀁉􀁏􀀩􀀧.... ""'"" ot ..__... qv<n!ial 􀁾in<:t..Ie. but ... not limU<! ., I"", o .... and 10" of,...fIt 4. n:quired t{l he p;1ld by .HZl \'Iill be: billed (0 I!. Al'ION ilion to fcts,
1 the; evCJlt tennlnatiOl1 becomes nc:auary. the party , LIl;l<iT.r 1lZI) m:oIing _ sboIl so <lOTify lilt S. BILLING ND P1'YMENT p:uty. .and lenninllfion wid 􀁾cffcc1i:v1: fourteen "llw
CU • 􀁲􀁥􀁾􀁬􀁩􀁺􀁩􀁮􀁧thut timely pn"mcut 11> It ntatl:rWl ( 4) _lit "'" . I«<lpt of '"" ....inatioo n06te. pIUt OCtlK fOmide iQl1 ofthil 􀁁􀁏􀁬􀁕􀁾􀁛􀀱􀁤􀁦􀀭􀀺􀁎􀁔􀀮􀀠,"bnli pRy 1
• e of which pany man 􀁾􀁦􀁦􀁥􀀡􀀻􀀱􀀠tm:ninalion 01 dI.e HZl tOrS4 'us pt rme4 in 􀁡􀁣􀁥􀁵􀀬􀁤􀁡􀁮􀁾y.itbtho .,lItKl e of ttrmimltioo. 1M (;LiENT $Iudl within I.hirty (30) clt.1rges
Ie forth hen:id. 􀁉􀁲􀁴􀁖􀁯􀁾􀀠will be .whmitfd by I'lZ[ 1Ilcn41r \lay. of 􀁾r;mllmn!e HZl !or 􀁾􀁩􀁴􀀺􀁣􀁳􀀠on a. mon y bll$u wid $hall be due I\ud 􀁐􀁬􀁬􀁙􀁾􀀧􀀠within detect WId COsts
inc:umd up to tfuo: 􀁥􀁦􀁦􀁾􀀱􀁁􀀮􀁶􀁥􀀠timo of tNrty (30 1!31cndar days Ilf invol", 􀁾􀀮􀀠If \he ClJtNl' tminalioo. in 􀁾wilh tal's prtvaiUng, kt 􀁑􀁢􀁪􀁴􀀱􀀺􀀺􀁾􀀠to (I Of any ptQrtionofun
invoice. 􀁾􀁻􀀮􀀱􀀮􀀮􀁊􀁆􀀮􀁎􀀧􀁦􀀠!OhaU htdt.Jjc; and 􀁾􀀢􀁳􀁥rt11'nhu.rmnent polity, 􀁾􀁏􀀠ootify III ill Vllllini within tell 001 eldondlll'days (If t\:C('ipt of ebifl itt qllt.$tion.
and pay wilen dlH:; thatpvrtlon 9. DDlTIONAL SERVICES or tht inv tee. 􀁮􀁾in mliputc. S!!1\Ib:::e$. bcywd tbuse specitkd wiD be pfl.lYi¢i:lu for i pIIT1lIely under an IIddftiolllll Wort
A_on or 1'he eLf T ::o111'U pay liniUlditiotml chDrg,c of􀀨􀁬􀁬􀁬􀁣􀀭􀁡􀁊􀁾􀀠iliI'I'Ilrtdcd Work AuUroriz.eti:;t1'1. half (1.1) 􀁾􀁥􀁥􀁮􀁴􀀠(or the 􀁭􀁾􀁬􀁭􀁵􀁭􀀠p!:n:cn. ,uklwtd by
'aw. whi n'U IS 􀁴􀁯􀁜􀀱􀁬􀁦􀁾􀁴􀀩􀀠oflhe mVl)iced amount per mMlh 10. 􀁬􀁬􀁾􀁅􀀠Of COMl'UTUl "10m DI\SJGN '" DIlAn-IN(; mrnt rtcelvtd by HZl )tIt)f't th:u\ thirty (30) '(his PInject
mny be produced in 􀁥􀁬􀁴􀁾􀁣fttrmat (CAn))) s (tom 􀁾􀁰􀁴􀀠of Ihc invoice. 􀁾􀁃􀁦􀁰􀁴􀁩􀁮􀁧􀀠any at the diwttion nfHwa-ZoIJI/,I'S. Our obliplion uQ(ie.r thi! the 􀀱􀁮􀁶􀁴􀁬􀁾􀀢􀀨􀁤􀀠w.tOunt
I", dkiputc and 􀁾􀁉􀁶􀁦􀁤􀀠ill tOntrllel 􀁩􀁮􀁥􀁴􀁵􀁤􀁴􀁾􀀠only i1 hardcopy dclil'tJ'able of 1m: _IF-NT. Payment there-tlRtr shall 8($( be applied 􀁳􀁰􀁴􀁣􀁩􀁦􀁾􀀠plans and do¢5 oor
indude lhCi' ddpmal nf 􀁩􀁮􀁾nne! titen to the prii!(:ipal unpaid MlQUnl 􀁴􀁴􀁾􀁮􀁩􀁣fi!e3 tu olhcrs lItd::Sll 􀁾􀁉􀁴􀁩􀁣􀁴􀁮􀀬􀀮􀀠stated otherwise in \he cQGtfOtl. If CUR T fur an)'
n:1ISOn fhlls to plL)' We UMISpIltCd f Huiu..zoilll$. In£.. (liZI) inwk:C's WlUlin Jt) flatS Y ONE OR MORE OF TIlE l'IlOVISIONS 1Won. HZl sbGU \lase wml. on the ,.ojm. lind _ED IN THIS
ACW!!MENT SHAl.L III! HnII sbl!l 􀁍􀁬􀀢􀁾􀀠uny clGim it&lIRt.'if Hll. tand shall JOtlCEA8Ul, THE ENroRCEAIIlUTY OF TIlE .......ify IlZIIlom "'" 􀁾􀁴1lIIY <I..,,, m _i IliIG I'IlOVllilOi'lS
SIIALL NOT BE IMPAIl\ED. 11)$5 􀁾&om HZt'!'I CU1ation 􀁉􀀩􀁦􀁋􀁲􀁙􀁾􀀮􀀠 >111111 .". "" HZ! !lie ""', """'_ Will> project dcmobDimion. 1n tnt cvent!be projcQ'iz cd. CUE/<r '''''II also
I"Y lilt .... Of don..... ""'II """'l!uila'" appr.l1f........... 􀁾􀀠d 􀁣􀁯􀁯􀁤􀁩􀁴􀁩􀁯􀁮􀁾􀀠sudl iSS those 􀁡􀁳􀁳􀁯􀁣􀁩􀁵􀁾􀁤􀀠with hwlgt:t. 􀁾􀁉􀀨􀁤􀁵􀀠Or SIlOP"l ufMm'iCc. 6. ITA
11()N OF LIAIIILlTY In <dt:t fot Iho CU!iNT ., ""1lIin 1M _ 
TOWN OF ADDISoN To: DO\ljd MeqfJf,S Company: Hu;tt -Zolloys 􀁆􀁁􀁘􀀣􀀺􀁾􀀷f-0151 Date: gil q ,I (}Ie # of pages (including cover): ;Z o Original in_mail oPer your request Comments: PUBLIC
WORKS From: John Baumgartner, P.E. Director Phone: 214/450-2886 FAX: 214/450-2837 16801 Westgrove P.O. Box 144 Addison, TX 75001 DFYI oCall me 
September 30. 1996 Mr. Mark Person Gibson & AssuGiates, Inc. 1121Q Ryliecrcst Po1II-It' Fax NQtn 7671 Oole B Co. I>bono' F." P.O. Box 1100579 Balch Spring:>, TX 75180·0579 lill; Addison
Circle Phase 1 InfrastruL1:llrtl Tree Grate and Soldier ('oun;e at Trco Pit Installatiun HZl Project No. 01·2013-01 Dear Mr. Person: At the last colll>1ruction progress meeting you raised
some concerllS rcgardicg the installati\>n "r tree grates and the soldier <:ourse \,1' brick on the perimeter ,)1' tree pits. I:'..xhibit "A" lihows the tree grate installation ali currently
designed which ilIlI:;lra\tlll your valid concern that the 1 I/S" x I liZ" strip of concrete is not .ufi'icicnl to provide iI stable long tl.'Il11 support It)r the tree grate. 111e McKinnley
tree grate, which wus originally selected for this project, included a specially designed frame 􀀨􀁾􀁨􀁥􀁥􀁴􀀠56/131) to allow UK brick inslallation to the edge or the grate. The Neenah
grate eventually selected tilr the project did not include n rrame to alluw for brick 􀁩􀁮􀁾􀁴􀀮􀁤􀁬􀁡􀁬􀁩􀁯􀁮􀀠to the tree grate. You have requested that a C\lncretc band be poured
to the surface allowing for added SUppOit which would be II simi lar installationprocedurc to that recommended by the manufacturer. We have 􀁩􀁬􀁉􀁵􀁾􀀱􀁲􀁡􀁴􀁥􀁤􀀠your I1:quest in Exhibits
"R-l» and "13-2". The installation would call lur an approximate 4" concrete blind aroll1ld the Wdte at the surface. Althuugh this installation is accl'lptahlc from an engineering perspective,
it must still be approved by the landscape architect and Columb\!.9 Realty Trust We have prepared a second alternate shown in Exhibit "e" which provides a 3" wide 1 112" lall sUpport
for the true crate which would remain below the surlacc and allow for hrick to be installed adjacent to the tree b'r,w, as originally designed. However, this desif:!T1 􀁣􀁡􀁵􀀮􀀧􀁉􀁥􀀮􀁾􀀠the
planting area to be redllced mlm 4'-9 3/4" x 4'-<) 3/4" to 4'» 6" x 4 » G". We need a judgement from the landseape 􀀻􀁭􀀻􀁨􀁩􀁾􀁬and your sulKontractor on whether or nol this will allow
sufficient space for the planting of II 200 gallon tIw. Exhibit "lJ·l" ilIuslralcs the cummt design of soldier CO\ll'lle and tree tence inlitalled arvund tree pils on all streets except
Mildred. You have requested that a wedge shaped concrete piece be built behind the suldier course to preVlln1 sand from seepicg (lut from under the sidewalk brick. The wedge shaped piece
as requested would be a separate piece and therefore would be ineffective ill preventing sand seepage. We have illustratod a p08Sible alternate to satisfy your 􀀼􀁬􀀺􀀧􀁊􀀾􀀡􀁬􀁏􀁬􀀧􀀡􀁬􀁬􀀲􀀰􀀱􀀩􀁕�
�􀁍􀁊􀁾􀁭􀁵􀀬􀁬􀀮􀀱􀀧􀁒􀀠
Mr. Mark Person September 30, 1996 Page 2 request in Exhibit "D-2". This design is similar to that fur the soldier coursc at the hack edge or sidewalk sections of Moms Avenue and MeKamy
Avenue as shown on sheet 55 of 137. However, this design reduceg the planting area from 4'-5 1/2" 10 4'-I 112" for a 200 gallon tree. TIre tree fence as de:;igno:d is a product of what
has heen leamed on previous Colwnbus Really projects and appcOOl to be the mnst efficient ill.'ltallotion. The steel edge frame of the In)" rence should be sufficient for holding the
soldier course in place and not allowing the sand setting bed 10 ""'T (Jut If sand StlCpage is the only concern, perhaps a 3/4" lip could he l.'(mslruA:ted on the sidewalk at thtl oul$ide
edge of the tree pit as shown on R"hibit "D-I ". The real probit;ml with the tree pits aPl'cars to be one of conslruction sequencing. First the sidewalk subbase must be constructed followed
by the tree being planred which arc both in Gihson's contract. The tree fence must be installed next since it serves as the edge restraint which is now the responsibility of Columbus
Realty. Once the tree fence is in place, Gibson can install the setting bed, sidewalk brick and soldier course. Columbus Really Trust should be able to provide some additional insight
into the proper sequence for this installation. I'lease review the allached skc!chcs and provide your commellts. We will discuss these 􀁩􀁜􀁬􀀺􀁭􀁾􀀠further at the next construction
progress meeting on Wednesday, October 2nd. Sincerely, HtJITT·ZOLLARS. INC. 􀁾􀁊􀂣􀀮􀀣􀁾􀀠David 1::. Meyers, I'.E. DEM/psp ce: John Baumg.'I11nCr Town of 􀁁􀁤􀁤􀁩􀁾􀁯􀁮􀀠 Bryant Nail
-Columbus Realty Trust Jim Duffy -Columbus Realty Trust Mark Brandenburg -Columbus Realty Tru....r Paul Shaw -Newman. Jackson & l3ieberstein Jerry Murgan -Construction Management & Consulting

V o./V,LVV'¥V'''' vr 􀀧􀀮􀁾􀁏􀂷􀀢􀁏􀀮􀀴... tr Cbkd __ Date__ Shm__ of___ fJ I ...•..A 􀁾􀀠.. --I " • ,. , , .. • . . 􀁾􀀠. ," . 􀁓􀁾􀀢􀀠• . •. • I 
I Chkd __ Date Sheet -of ___ i f: '" !• , ""'􀁾􀀠.....VIt -til' lC +-􀁾􀀠 . 􀁾􀀠JC 􀁾..-m 􀁾􀀠"" -• ... ... --N :t::;. 1 􀁾!f 􀁩􀁾fa \\ .. 􀁾􀀠􀁾􀀠.. 1 x. 􀁾􀀠!r􀁾􀀠􀁾􀀠􀁾􀁩'Z8I 􀁾􀀠.
z. 11 􀁾􀀠...131!At 6' 􀁾􀀠􀁾􀀠cJ -z p 􀁾􀀠 P C7iJ at -􀀭􀁾􀀠c 􀁾􀀠z. II}ftl ... a=-.l" , • • 'l' ..... 􀀤􀁾􀀧􀁉. . , . ..'. ' . • 􀁾􀀠• , q • • .. -. . • I . .. 􀀮􀁾􀀠0 . . .. ",,,.
-. . 􀀭􀁾􀀠-til. \ r. 􀁜􀁾'f : 1" "'"iii "'",III 1_ " ) CI t.J It Qp. 􀁾􀀠II , =E , if c:"l 0..... j 111> I i1 I Ul􀁾􀀠-........ if.-'!o. ... 􀁾􀀠.'"'"...."'., .....􀁾􀀠.,. ': .z it
i • • • m JC l !i. 􀁾􀀠 J. 􀁾􀀠ftI p t 11 " I 
io I,-•b I, II) FACEt5#·0" 􀁾􀁉􀀠"--a·'., 􀁾􀀠I I I 􀀧􀀭􀁾􀀠--... ::::􀁾􀀷􀀱􀁾􀀠pvc CONDUIT FOR OUTDOOR ELECTRIC BOXES SEE ELECTfUCAL \ \'\... 􀁾􀀠'"' , NOTE. BRICK PAVERS ARE-'UNDEA
--PLANS TREE PIT PLAN (MILDRED STREET) N.T.S. &. e. )";: . -_... _---,'" , s,.." ? 􀁾􀀠. 􀁾􀀠; l 􀁾􀀠, a g 􀁾􀀠"• , 􀁾􀀠􀁾􀀠?, J ....􀁉􀁉􀁣􀀮􀁾􀀠􀁥􀀮􀁾􀀠. '"" 􀁾􀀮􀀬􀀮􀀮􀀬􀀮􀁾􀀠OF CONCRETE
CURB ......--fREE NEENAH <'70001-414-72... ICK PAVERS ONS£E'1 􀀭􀀭􀀭􀀭􀁾􀁾􀁎􀁃􀁒􀁅􀁔􀁅􀁰􀁬􀁾􀀧􀁦􀁁􀁎􀁉􀁎􀁇SURFACE BRICK PLA1t FOR PATTE A.O.W. LINE , _._---BEYOND A.O.W SEPARATE CONTRACT.
"" )( ....􀁾􀁜􀁔􀀠S-z.. " -.. ;j 
I "'U1, til' Job No. O{"/,1_! By I'.!II!'A. Date tjlz1fiJi.􀁾􀀺􀀷􀁴􀁩􀁴􀀺􀀭􀀺􀀧􀀡􀀻􀀻􀀢􀀠Cbkd Date__Tuk 7JU':E 6AtIrIf WIIIf,,,ffNl/Sheet of___ 4"• • -• .. ... , .. If ...... ..., 􀁾􀀠•
\ . ,\iJ . ( \\1 I 11' : I I 􀁾􀀠􀁾􀀠,\' 􀁾􀀠if & ... ... • .,......,1----1"---1 • • .\ .< .. it i" 􀁾􀀠'0.,. a. •.; -. ::tjt.... _J.....::.....t.-0.Jr7"""---.!..--:.. 
-􀁾􀀠• 􀁾􀀠􀁾􀀠" 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠.", ' ___ 7 􀁁􀁌􀀮􀁾L,."fir"· ."c::.....c..d1'8' § 1&" II 4" StEEL EDGING. -PROVIDE IN "1!' SHAPE 􀁾􀀠WITH 3" OVERLAPS 􀁾􀀠WELDED TOGETHER IN 􀁾􀀠THE
FIELD 􀁾􀀠I " ':) .... N-lU Ct0lUG. lUlU OlU-G: 􀁾􀁴􀂭;:, .... 00 􀁾􀀢􀀠􀁾.. ROUND STEEL MEMBER PAINTED BLACK BY MANUFACTURER PICKETS ]LDEDTO }4")( I .. STEEL ME BER 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL
MEMBER ACTS AS POST. WELD TO )4" II 4" STEEL EDGING AT CORNERS OF PI T AND ON 36" INTERVALS DIRECTLY BESIDE EARtH 5TAKES. USE 30" INTERVALS FOR WI TT MEWS MEWS.AND PASCHAL b EARTH ST
AKE SET 2'-0" DEEP, WELD TO 􀁾􀀬􀀮􀀠x 4" STEEL EDGING AT CORNERS OF PIT AND ON 36" EARTH STAKE SETINTERVALS 2'-0" DEEP. WELD TO }4" II 4" STEEL EDGING AT CORNERS • 􀁉􀁾􀁾􀁉􀀩􀀨􀁖􀁾􀀠OF
PIT· AND ON 36" INTERVALS􀁦􀁜􀀮􀀬􀁾􀂷􀁦􀁕􀀦􀁃􀀮􀀠􀁾􀁴􀀪􀁣􀀮􀁅􀀮􀂷􀀠t TREE FENCE & M Q N.T.S. 􀁾􀀠􀁾􀀠h· E,)(l+IBlT 1':1:::>-1.1 􀁾􀀠
;:,t.m Ill· lL't\.,...... \I1J.lVV"tV'" VI V I Job No. 01Zelllll By M't-oat:ii'1'" Cbkd 􀁄􀁡􀁴􀁥􀀧􀁾__ Sbeet of____ -0 i Iii 5(; l.. , ... "'....-.. •-􀁾-" f e '" . , • •• . . 􀁾􀀠•
􀀬􀁾...•"..• • • # • 􀀮􀁾􀀠-• 􀁾􀁉􀀠I... 􀁳􀁾􀀮􀀠._.--" 􀀭􀁾􀁾􀀭􀁾􀀮􀀠t 􀀮􀁾􀀠n\ • -􀁾􀀠::FCP 􀁾􀀠... 􀁾.. I 􀁾􀀠􀁾􀀠::. t. 
'IE ' l.'< I""IHUII /\ 􀁆􀁾􀀠􀁾􀀠I 􀁾􀀠\. 􀁾. 􀀬􀁾􀀬􀀧􀀠􀁾􀀠. Htilt·zonars, 􀀡􀁉􀀱􀁃􀀮􀁉􀁾􀀱􀀳􀀧􀀠McKinney A"o1;IouQ fSIJKe BOO I ltt 1tel! Dellaa. 􀁔􀁥􀁾152(14,24101 714/f111-33II/FAX214Pl11·07,7
September 12, 1996 Mr. Mark Pel$on Gibso" 8< Associates 1'.0. Box 800519 Balch Springs. TX 75ISU-\l519 RHo Addison Cir<;Ic !'hu.,. I I'nblic Inm..s1Jllcture Brick Inslallalion HZ! Project
No. OI-2013oUl Dear Mr. Person: We would like to reinlUrce the impon.""" of proper 􀁩􀀢􀁢􀀱􀁾􀁬􀀱􀁡􀁴􀁩􀁬􀁭􀀠mothnd. fonhe brick on Ibis project and notif)l you of some e"o<:eN'S based
00 field ohscrvatiou of the installation In the ruund',dn'ut Thuugh tliis rocation has a nidial ""lIem. bricl<. are nol all being laid unifonnly radial. This i. c«..ing Ihe paltern to
go askew and large 􀁧􀁾􀀢􀀢􀀠have n:"ulleu in urdur II> ccm:ct the pattern. Th. jill!> .".cing between the bricks must be consistent and just larI!C ernrug!.lo allow for the sweeping
of the sand betwet!n the joints. G.p' where bricks .allllot butt I_ther at a minimum of olle poiot will not be acceptable. These .rC cvidelll when the bricks can be 'rocked" in place
when they are stepped on. ·Ib. brick. IIfIl lugged on one long $idc .nd one shurt .ide I" ..sisl in the spaeiog and tv provide for proper interlocking of the brich with one another.
It is important thattllc lugged edge of one brick be ahuued 􀁡􀁧􀁡􀁪􀁨􀁾􀁬􀁬􀁢􀁥􀀠smooth edge "I'lhe adjacent brick. Bricks which Brc laid smooth side to sDloo\b side or lugged ,ide
l!l lugged side will lIot be accepted and will require replaccment "11,. five gallnn buckel< of lhe material being placed on lOP of tho hot mix asphalt were nul labelcdond therefurelheir
􀁣􀁯􀁮􀁴􀀮􀁮􀁾􀁡􀁲􀁣􀀠unknown. We will require some documentation that the material being used is tbe speeltied neupn:n. mateTi.1. Some ofthe diftieulty of spacing Ihe brick. i. iming
caused by the fa", that the drop.slab 3n!' "rthe rtlun<iabtm, w•• n..t II.mlCd and poured as elo"'ly 10 a true circle as expected. The", an: many atC.iI., where the cir<;le is segmented
causing some odd If"""1m Ihe edges. Though the Tuwn and dlC doveloper will not require the improper drop slab '0 be fe-limned, We expecl an evon, tight pattern of bricks in Ihese aroa.,
Uc,,!,ile I"" irregalarily (If Ille eircle. Sincerely. co: Jolm Uaumgartner. P.E.-Towll of Addison flryanl Nail·Columbus Realty T ll,.t Jim Duffy·Columbus Really Trust 
HUITT-ZOLlARS 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀧􀀮􀀠FACSIMILE TRANSMIITAL Fax
􀁎􀁧􀀮􀁾􀀺___________ H-Z Proj. No. c:>'''2.0f3...,1 No. ofPages:___4;..·_'_____ (lncludinZ CO"et Sheet) To:TlJ!4.t1 􀁾..􀁴􀁉􀁈􀁾-4sa-I'51 q J7 ir;.......+ MI1;.1 -77o "Sf"l1 ' o URGENT
􀁾􀀠FOt YOll1' Review 0 Please Call Upon Receipl: 0 Orig. To Follow By Mail hDlw C'FcJ,Z: SENT By:________,_-----TIME'-::-::--.:=:-DATE:.-:--:-____--:-:_:_=_ If,... hq,4 .,." /If'<IIII<ov
"""..., loW 1" _ _ "" /lor 􀁾/it"", """"" .t aI4) 811·....... _DOl,,,....,;,..,.,II•• 1 JeW. l7IcoIk)9. JIJlltkKirlM).' A",,_ • SuilI! 600 • DilIla:, T........ 75104. (214) 871·3311
• FAX (214) 871·0757 
PROJECT: AODlSON CIR.Cl.!: PHASE lPIIBLlC JNFJlA..'ffI'JW(!'I1JRR Bm NUMBElh 'H-2I1 CRANCE ORDER NO.1 OWNEll: mWNOfADDlSON t."ON'TRACIOlt: GlISSON AN)) ASSOCIA'JU DAUI J1Wf6 PA<;t; I
""3 J)J.lS''1YnIUN or lJlANGBS: nus aiANGBOJU)BR INVOLVES nmFOll..OWlNO ITEMS: I) EUMINA11!S THB IWlIAL BRICK BANON IN TlIH ROUNDflBOUT. REPLACJlStIII! INT1!RIOR (i" CURB OFnIE RtlllMlABOUl'WlTII
A 10'" HIGH 12-WWBCUR8 ANDRBOUCllS1H81NTBR10R RA01V" 􀁏􀁦􀁮􀁴􀁂􀁬􀁉􀀮􀁏􀁬􀁬􀁎􀁬􀀩􀁁􀁄􀁏􀁕􀁔􀀱􀁏􀁾PBBT. l) COR.RBCl"S AN ERROR IN'lH£ OruOJNAL CON'J1tACT AMOUNl' JJt)R PJ.V>&'1lW\NlIRlCKWHERETHEltl)
WAStlO PEDI?Sl'RAlN1JlU<:f\ COOIITIID MR nm ARRAS OF.' RPJNPORCY.D CONCRI;l']! sunflSE. 1) Dl!l.1lTIIS me PURCHASE 0' YBHtCIJl..AR AND I'I!1)E.'ITIIA'" BRICK FROM 111ll l1lNl'RAl'T.
1l ADDS COST ASSOCIATBDWfIHSIONAL IN'TBkCX)NNEC1'WORK, 51 ADJUSTS RlP·RAPQUANTfl'Y PER. RBVJSION rN 􀁏􀁕􀁔􀁐􀁁􀁛􀁊􀁾CHANNP.1" UEUTl.iS HYDRQMULCH. fl1BI!RNKr1'ING. SlRAw BALE: Durn UiIlC1lDAM
AND STA1l1UZBD l"ONSTRUL'TL01ti 􀁾􀀧􀁔􀁒􀁁􀁎􀁡􀁁􀁎􀁏lNCRfJASAS 1lffiROCk JJl!RM QUA.N11TY WHlCHREPLACl!DTHB SIilAWQlBCKDAM. .) lID""'" 1'H1! 'REMOYSEXlSnNG HI!ADWAlJ.. AND Rlp·lIAr-QlJANTlTYTO
ACCOUNT fUR :rIlE HBAOWALL ON nu; WI!.'lT SIDE OF QUOIlUMI>IUYIi (PIU!YIOUllLY_HTID HAWS BI!I!>I RBMOVI!O BY C01»MBUS 1lliALn') 1) t:If!l.B'TBS SCHEDULS vw..AL:nUUU,TB $TRBBTSCAPa IhWROVl!MB1'NS
ON Till!' 􀀧􀁾􀁨􀁔rslDEOP QUORUM DRIVE.. (T1IIISJJ QUANTITIl!S ottLy R.1:!Uit.! rrBMS NORlHAND SOlJI'H OP!HBROON1)ABOfrr. 8) 1IDl1llo'TS 1'llR Al"IVALINSTAl..U!DQIIAHrnlBS otI MANY lII1LlTY
1THIoIS. ') ADJUSl'S!IBM 146PORMCJ(.AMY AND MOIUUS AVtiNU2 AT QI:,JORUM mnw, (WAS (.'tKlNtED AI S·) AMOUNT SCHBDtlLBI-PAYING IMPROVBMBN1"5 􀀱􀀰􀀰􀀱􀀵􀁾􀀶􀁓􀀰􀁐􀁓􀁬􀁐􀁌􀁂􀁘􀁒􀁅􀁬􀁎􀁆􀀮􀁻􀀮􀀧􀁑􀁎􀁃􀀮􀁐
􀁁􀁖􀁅􀁍􀁂􀁎􀁔􀀠Sy lOS S· ElOl'Sl PLSX RBlNP. CONe DROP SLAB {S"J.ltBliT) $V 10....• :tCOO PS' COMI'RR.....VR RIllNF. CONI:. SIDI!'IiAf.l{ $I' 􀁉􀀡􀀰􀀴􀁾􀁬􀁏􀁏􀁏􀁐􀁓􀁬􀁃􀁄􀁍􀁐􀁒􀁂􀁓􀁓􀁬􀁹􀀬􀁡􀁒􀁂􀀱􀁎
􀁐􀀬􀁃􀁑􀀮􀀨􀁉􀀡􀀬􀀧􀁃􀀮􀁓􀁕􀁡􀁡􀁁􀀮􀁓􀁾􀁓􀀻􀀨􀁓􀁬􀁾􀁄􀁉􀀡􀁗􀀻􀀻􀀻􀀻􀁾􀁁􀁌􀁬􀁑􀀻􀀻􀀻􀀻􀀻􀀻􀀧􀁟􀀭􀀱􀀮􀀮􀀻􀁓􀁦􀀧􀀻􀀢􀀧􀀧􀀧􀀧􀀧􀁟􀀧􀀧􀀻􀀻􀁩􀁩􀁩􀁪􀀭__􀀧􀀡􀁩􀁉􀁾__􀀧􀀧􀀧􀀧􀀡􀁩􀁩􀁩􀁬􀀭􀁟􀀧􀁩􀁾􀁦􀀭􀀭􀀧􀀻􀀻�
�􀀻􀀺􀀻􀁩􀁩􀁩􀁩􀀠I .... PURNISH&.rMIT. 8BODlNnMAT.& fNn. VSH1CU1.A.RBaIOC 146 􀀶􀁾􀀠6SO PSI PLEX utNP. O'lNC DROP SLAB (S'TRUT) 154 OONSTRUCI1ON PROGUSS SCHeDU1JtS AND RBl'ORTS J55 SIGNAL
INJERCONNBCT WIRiNG . 􀁊􀁾􀀠1fT WGH &. Jr 􀁾􀀡􀁾􀁾􀁾􀀡􀁏PSI Pl..BX R.BI.NP. CONe, 􀁾􀁒􀁂􀀠l'\CHBOULB I StlBTOTA ...: SCHBDULE n -Sl'1UIB'I'SCAPB lMPJlOY6M.BN1'S 201 FURNISH PSOe..WRTAN
BlUett ,PAVBJ(!\ OBUYBRID m StIR liZ BALL 4 BUJU...AP!.X. NBL.UB R.. STBVISNS HOWU AND RRPf.A.NT 258 FURNISH 􀁾􀁊􀁎􀁓􀁔􀀮􀀠BBDDlNO MAi. &: INST. J.lI3OBST. 8rock s,· samouLE U SUBTOTAL
!SCHED1.Jl.E ut· 􀁾􀀭􀁲􀁯􀁊􀁴􀁍􀀠WAlEIt 􀁌􀁍􀁐􀁒􀁏􀁙􀁾􀀠lOl I" CUSS mRO' U' .., )OJ 14'CLASS ill1<0' jJt I •• Y11 W ClASS mRCP U' 4,. 333 .RCP6UDBGSUmPAC1'1tOY BBHD 􀁾􀀢􀀧􀁉􀀧􀀱􀁏􀁈􀀠1!4
1 3311K'P45DEGIU!EPACTROY9"BND CONN8C'1'1OH lIA 2 337 PIPE 1'0 lNLBl'CONN.e(.."'flON IIA 2 138l'lWCAS"rUlNOU'Tlll'l.UG I!A I, 􀁾􀀩􀁩􀁪􀀠􀁬􀁊􀁎􀀨􀀳􀀮􀁁􀁊􀀻􀀬􀁦􀀡􀁉􀁆􀁮􀁬􀀱􀀩􀀧􀁾􀁍􀁁􀁎􀁎􀁬􀀻􀁴􀀮􀁉􀀻􀀺�
�􀀢􀀧􀁾􀁁YA't'k\N CY 949< :141 RliMOW.$< TJISPOSBOPP.lI.ImWl. A}\lI)CONC. RfI'R"" I.S 1 :3412·THlCKSTONBRtP-RAP. TXDOtTYPS '!t' CY 238 343 HYOROMULCH. TOP GUN BUPFALO s.e.eD.PERT. A.NDWATER.
SY I.... 344 f1BERl'lrnlIIG.NORTH MII!IlICfIN ORBI!N SI50BN Sy 1... :i4b 􀁓􀁬􀁬􀁾􀀧􀀢􀀠􀁴􀁯􀀧􀁉􀀧􀁉􀁎􀁃􀁴􀀧􀁾􀀠U' ZIMl 3<7 STIIAW BAI,P.nTKli t:HllCK nAM U' 200 348 ROCKBBRM CY 1. I..
:l4UTAD= CONSTRIJCIlOl'lIll'l'l'AANCll SY ;1:;0 $QIWVL" lU SUU.JVfl\!:..... __., I. l'....;.l\l 􀁌􀁾􀀠1.1' f.l' 143 m.w·1 4 fl4.5'6f" 4Z1 $$1.112·7 I $lffl.OB·1 4 IZlfiOO2 _m·1..I l
$111.00 .100'a10m $5.37 2 I $2,160.00 m.!IO -·)3'I"" _lIn.... $1.12 􀀮􀀱􀁬􀀸􀁾􀀠$1.43 21>0 1O.W"'" .2M $5.1l1)0 30• 211 $lmiO 􀂷􀁬􀁬􀁾􀀠$!I.'12 
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CONDUIT 7U2 4E:6CONC, BNCASAD DUCTBANX. 6" UtA. lYl'E VB PVC CONDUIT '7\16 TIll! STANDARD I'RIl("AST DIlEPWBLL 15 ltV SWI1UlPAl) 1016" 0lA. TYPBDB PVC 90 D6C.kEO SWnEP"lf,.11JII100600N<;
llNCASBD 􀁬􀁬􀁬􀁉􀁃􀁔􀀸􀀬􀁁􀁾􀀮􀀧􀂷iliA. TYPE DU!'V<; (0NDUIr 􀁓􀁃􀁈􀀮􀁂􀁄􀁾VU SUBTm'AL :􀁋􀁈􀁉􀁬􀁄􀁾􀁧V.,-jiL"...i'!....111 STRFB'l'IK'API! 􀀯􀁍􀀱􀀧􀁋􀁏􀁹􀁾lPl!""BIO 801 COMPUlTl! IRRIGA110N
SYml/I! (Ij. SIDI!QUOIlUM) IItl2 RJ!OOAKTRE£. 200 CAl.. 􀁾􀀧􀀭􀀴􀀢􀀠CAL. 16--13" HT" ur·;w <!'RBW "" •• I'VC SOl. 40 I'ERFORATIID SVlJIlIWNSY!."TI!M so; W'ESPl'NG 􀁉􀁁􀀩􀁖􀁴􀁾(iMSS 􀁾S'I1IIlIrr
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t:OtmlAt;T.-ru.m U' 2ll -2U .l:!LIiO: {S432.00 1.P 1730 $I....9. Sl.1tN.tMIG:l $,'140,(1)BA 17: 16 -I (55"''"'J«IO .LP l6'l1 51 SI.61 $112.62 lJI 4011) i 1<P1 ($2,.m "'59,31 : 􀂷􀁾􀀻􀀧􀀹􀀠laM
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U')"nllS JlM.OJECT; OIlIOINALCOHTRACf11M1l 551) 􀁁􀁄􀁄􀁬􀁔􀁊􀀨􀀩􀁬􀁉􀁉􀁁􀁌􀁄􀁁􀁙􀁓􀁐􀁏􀁒􀁮􀁮􀁳􀁏􀁦􀁁􀁎􀀨􀁩􀁐􀀮􀀧􀁲􀁮􀁴􀁾􀀠0 AJ)OT1ONId.DAYSFOItl'RBVIOUS CHANGE OIUJ£lt u RRVlS.eL1 CONl'KM..T'f1Mll
sso 
I'II.OJECT: AIllllSUN UIIt:.UI I'HA5E I PIlBlAC INI'MSTlllit....""" PAGE){Wl 1ImNUMHa: ";'Zl/at.\N{;SOUElIl,O.' OWIWI: roWN OJ:AlJDISON OONTIIAt.-roR: "j;74NDA.IISOCIATES »..m_' R nl8
COMrPHSATION AGREIill UPON IN THIS QiANOR ORDP.R ARH HlIt ALl.COSTS 􀁔􀁈􀁓􀁾􀀨􀀧􀀧􀁔􀁏􀁒􀁍􀁁􀁙lNCUltl\S A RBSULT Of. OR IUlLATINO TO nilsCIlMGEOIIDER WIIBTHBR SAmn)m AIlli ....OWN. UNKNOWN.
FOl\IlE1!N.!JNR)R.'lIlIiIi AT'IHlS TIMB. INCUJDING WITHOtrr 1.1MflAHtJN. ANY L'tn!.'1."H1R IlI:ILA \". E.X'T'aNneJ) OVEkHi::AJ), RJPt't.Rrnt 􀁍􀁁􀁃􀁔􀁾􀀧􀁔􀀮OR ANY anma BPFBCT ON CHAN<JBI)
OR UNCHANGED won 􀁾It, 1lllSULTOPnml 􀁃􀁈􀁁􀁎􀁡􀁬􀁾OKOmt nIBSB 􀁃􀁏􀀩􀀬􀀮􀁦􀁊􀀻􀁾􀁓􀁁􀁮􀁯􀁎􀁓􀀠ARE fOR rvu:t COMPLJ:rI'B ANI> 1N·1'LAC8 CONlmlucnON. ACIUAL IN ....t"ll QUANTTTlIl' Wn.L
lIE USW roa PINAl. PAYMmt. APPROVBI} BY rowN 01' ADm""" 􀀭􀁾. RON WIIITEHHAD. CITY MANAGER DATI! BRYANT NAIL. VICBPRa.mllNT I1All! API'IIOIll'D BY AWI(OVIID BY rd.."""AND ASOO<.lA11.iS
HlIl1T·ZOLt.AIIS ._--I1All! 
---------􀁔􀁏􀁁􀁐􀁔􀁓􀁾􀀠 /􀀽􀀽􀀽􀀭􀀧􀀭􀁾􀁾􀁆􀀧􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁉􀁾􀁉􀀠􀀮􀁾􀁉􀀠CEILING 2" 2'1 GATE VALVEtl /2" ...-----r; (TyP) 2" • 3" 􀁾􀀠WAL///1 T-=--r' 􀀭􀁾􀁌􀀭􀀭􀀭􀀭􀁾􀁴􀁾􀀠\
FLOOR ADDISON CIRCLE APTS 􀀴􀁾􀀴􀁾􀀠MILDRED ADDISON, TEXAS WATER ROOM DETAIL N.T.S. 
September 13, 1996 Mr. A. J. Johnstun li>\cculi¥c Vice President Gibson & 􀁁􀁾􀁳􀁮􀁣􀁩􀁡􀁴􀁥􀁳􀀠1'.0. Bo" 800579 Balch Springs, TX 7511111-0579 Rfi: Addison Circle Phase J Public 􀁬􀁉􀁬􀁦􀁲􀁾􀁳􀁴􀁲􀁵
􀁣􀁬􀁵􀁉􀁃􀀠 Cbange Order No.2 H:7l Project No. OJ-201:1·01 De-v Mr. John5l11n: Enclosed plca..e tind one copy of Change Order #2 fur your review ami approval. The purpose of this 􀁣􀁨􀁡􀁮􀁾􀁥􀀠order
i. to delete th. purerulse (lr vcl.icular bric.k.s for the roundabout radiltJ band. and delele the plIr<:ha<e of vehicular bricks ill Quorum Drive. Mildred Streel, Morris Avenue and
McKamy Avenue at the current contract price of $3.37ISF IIJI(i ".1ablish 1\ new unit PIkc of $2.M9ISF for delivery of lhe vehicular bricks 10 the sile. The revised quantity of 11,:163
Sf is for vehicular brick in the above IOOntioned slSl.'Ct. only and e"eludes the Mews vehicular brick which arc still in the COIlInlCI at $3.37/SF. The purcbaore of vehicular brick
in Ihe Mews and ,III pedestrian brick i. on hold while C<llumbu. Realty 􀁥􀁬􀁬􀀼􀁰􀁉􀁕􀁬􀁥􀀮􀁾􀀠more "ptions. It is my ullderstanding that Columbus Realty and 􀁇􀁩􀁾􀁯􀁮􀀠&. Associates
have conle to un agreement on tbe 􀁲􀁥􀁶􀁩􀁾􀁥􀁤􀀠unit pne<: for the vehicular brick in this ,hange ordor, therefore I am forwarding the change order for your official review and approval.
Please contact mc if you arc not in agn:cment with the item. ,onlaincd ill this chapge order. Thank Y"" for your " ..islan," in this matter. Sincerely. Hum-ZOLLARS, lNC, 􀀲􀀱􀁲􀀮􀀧􀁾􀀡􀀺􀀨􀁦􀁦􀁯􀀯􀁮�
�<e; John BaumgllllnCr. P.I;'-Town of A<kIison .aryant Nail-COlumbus Realty 􀀭􀁲􀁲􀁵􀁾􀁴􀀠 Jim lJuffy-Columbus Realty Trust 
nUJJK1': ".JUISON Cl5r(,:U": MASK I MJBI.IC INFflAST'fCII(:nmte l!UU NIIMII£R:96-2I/CHANCE ORDER NO. 2 􀁏􀁗􀁎􀁅􀁒􀀺􀁔􀁏􀁗􀁎􀁏􀁆􀁁􀁄􀁄􀁾􀁎􀀠mNTltJ\CTOR= f:lB.'IUlN AND A..iltroclAtD 􀁴􀁬􀀮􀁔􀁋􀁾􀀠􀁗􀁉􀁾􀀠􀀱􀁬􀁬􀁾􀀮􀁊􀀱􀀡􀀡􀀬􀁊􀁋􀀩􀁎􀀠(H-' <lIAN( ,1-;:.0THIS CHANGE
ORDER INVOLVes lllEPOUOWn,,'(j rreMS. J) 􀀬􀁅􀁕􀁍􀁉􀁎􀁁􀁮􀁾􀁓·me t'VKfu..\SE OJ' TJlu V"UCUI AS{ lHUCK rVK ·mc,KtU.>tt\LUANDS JN1'Iii!.ROUNDABOlrr. Al'{il 15SfAHU8HES A NBW 􀁦􀁬􀁒􀁊􀁃􀁐􀀮􀁭􀁲􀁾􀀠UEUV
BRY OYVl!HtCULAR 􀁂􀁒􀁒􀀮􀀢􀀢􀁋􀁓􀁔􀁏􀁮􀁭􀁓􀁉􀁬􀁬􀁩􀁐􀀻􀀻􀀩􀁒􀁾􀁵􀁯􀁡􀁴􀁊􀁍􀀺􀀠L*..M1WKISOS1'., MUKK!." AVll.I\NDMCKAMl' 􀁁􀀧􀁖􀁡􀁾􀀠1'HE Vf.J1KlIIAl{ liKn.:K IN nm MEWS AND AlL 􀁐􀁗􀁾􀁉􀀱􀁕􀁊􀁜􀁎􀀠I
UUt:K 􀁬􀁩􀁾􀁎􀁾􀁮􀁙􀁬􀀻􀁾􀁲􀀠IJCUN 􀁓􀁉􀀮􀁩􀁬􀀮􀂣􀁬􀁾􀁲􀁵􀁌􀁬􀀠UNf!" i\MOIJNT Nfl. 1)}:s('.kI,"nON PruCE OFOfANfffi:􀁾􀁏􀁎􀁲􀁉􀀠􀁉􀁾􀁾􀁾􀁾􀁾􀀺􀀻􀁉􀀠􀁑􀁾􀀽􀁌􀁾􀀧􀀽􀁾SCHEDULE 1􀁾􀀠PAVING
lMPKOVBMBN1'S 117 '·lJRI"{.L'G1 vmilt:\JI.i\R llRK:K VAVI," OHl.fVJlJU!D1'U STfh ! SP VOZO SSlfi 14484 􀁊􀁾􀁓􀀠FURNISH YeH. 5RKKPAv!!Rt)!!L '00 srm O::XC1.UD.E.S MeWS) RF (J J 􀀮􀁕􀁾􀀠􀁾􀀠􀁊􀁉􀁊􀁇􀁾�
� NETCHANGE! BY CHANGEOJID£R NO. 2 ($15,972.01) UltItiINA1. 􀁴􀁬􀀩􀁎􀀱􀁬􀁴􀁁􀁾􀁔AMOUNT $J.SI'.M4.44 I'REVIDUS CHANC£ORDER."i _($352.843.24) RI,YISI'l) (:t)N"fRACT I\MOUN"r $lloW.,ft4Q.19
E.Wl:'"l.."T 01'(.'HI\NGE QfII {''UNTRAtT TIMll Hit:: WOKK 􀁾􀁕􀁦􀁋􀁗uNrn:k "lIUS CliANa£OKlJBI\ WJU. AUO II UA l',!{Ttl THIS "'OJJlt(':'r; ORIDINALCONTRACTllMB .:t'fO Annn1ONAt, nAYS
i(X{ "lUIS CllAtlCF.ORHl!fl • AVI1£1ONALDAYS FOR PR6VlOUS CHANGEOIWER. o RIWlSI:ll t."UN"fHI\Cf 'ITMI' 550 l"HIt(J)MPJtNSA,TlO,", I!.GRIIfiO IJPOllilN l'J.1IS (';S.IANc:r! mU)IIR 􀁁􀁾􀁊􀁬􀀮􀁉􀀢􀀨􀀩􀁒
􀀠AU. 􀀨􀀮􀀮􀀢􀁏􀁾􀀧􀁔􀁓􀀠THEOONTAACTORMAY 􀀱􀁎􀁃􀀱􀁊􀁒􀁁􀀮􀁾􀀠A KI,-t.;m:r OP. OR JtELA.TtNG 10nusC"HANGE ORDrut WHB'tH.£R SAID 􀁃􀁏􀁾􀁩􀀧􀁓􀀠ARE KNOWN. UNkNOWN. POOl\F,P.N, UtunRf:;CCN
AT nus TIMn.. INCl".llOrN(l wtnrotnt .IMITAll')N. ""NY COST FOR. DF-lAY. P.XTF.NUFIJ (W(\klltiAI), JUI'PUH)R IMPI!.t'''C 􀁴􀀧􀁏􀁾􀀧􀁔􀀬􀀠OR ANY OTHER RFFF£l ON CHANGED 00 UNCHANG£D WORK
AS A RFSULTOFT1-IIS CHANGE!. ORDER. 􀀧􀁴􀁈􀁦􀁾􀁜􀁆􀀮􀀨􀀩􀀩􀁍􀁰􀁭􀁍􀂷􀁮􀁮􀁎􀁓􀀠I!.IUlI'elR 11'11 j.V rOMPl.R'I'B AND 􀁬􀀧􀁎􀀭􀁲􀁌􀁁􀁃􀂣􀁃􀁏􀁎􀀮􀁾􀁔􀁮􀁵􀁲􀁮􀁏􀁎􀀮􀀠Al.""""fU""L IN l'U.CE
QUANTmES WlU. 􀁂􀁾􀁕􀀤􀁦􀁊􀀩􀀠toOM. i'1NAI."A􀀢􀀧􀁍􀀧􀁾􀀱􀀧􀀮􀀠At'PK{·VllUlIY ill'PROVlIDBY TOWN OP AODLc;QN C<l1.\IMOU5 􀁾􀁬􀁩􀁁􀁴􀀬􀁮􀀠RON WHffEH.EA.D. elTY MANAGDR OAT!! DATI! 􀁁􀁬􀀧􀁾􀁒􀁏􀁖􀀱􀀡􀁄
􀀠av AI'I'KOVI.!Ull'f 􀁻􀁊􀀱􀀸􀁾􀀱􀀢􀀩􀁎􀀠ANO 􀁬􀁜􀁓􀁓􀁏􀁃􀁬􀁬􀁜􀁮􀁾􀀠Hum·ZOLLAR.4t A,UOHNSTON.EXBCUTIVEVlCEMU!SlOBNT DATR 
m'D SEP 1il 1996HUITT-ZOLlARS 􀁈􀁵􀁬􀁴􀁴􀁾􀁬􀁯􀁬􀁬􀁡􀁲􀁳􀀮􀀠Inc. J3131 McKinney Avenue I SUIte 6001 La 105,1 Dallas. Texas 75204·2416/214/871--3311/FAX 2T4I871.{}757 September II, 1996
Mr. Mark Person Gibson & Associates P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Brick Installation HZI Project No. 01-2013-01 Dear Mr.
Person: The plans for the project can for a Type "A" and a Type "B" brick which are simply two different colors of the same brick. Acme was unable to have the second color of brick manufactured
in time for installation in Mildred Street and Quorum Drive prior to the Oktoberfest special event. Therefore, per instructions form Columbus Realty Trust, you are only required to install
one color of brick but you must still follow the specified pattern layout in the plans. Columbus Realty will arrange to have the edge bands stained at a later date. The staining process
and maintenance of the stained areas will not be the responsibility of Gibson & Associates. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀀻􀀻􀀻􀀿􀀺􀁾􀀻􀀬􀀻􀀺􀀱􀁾􀀠DEMlpsp
cc: John Baumgartner, P.E.-Town of Addison Bryant Nail-Columbus Realty Trust Jim Duffy-Columbus Realty Trust 􀁇􀀻􀁜􀁐􀁒􀁑􀁊􀁜􀁴􀁈􀁾􀁉􀀩􀁉􀁊􀁏􀁉􀁜􀁍􀁐􀀰􀀹􀀱􀀠LLTR Dallas, Fort Worth I
Houston I El Paso ( 􀁐􀁾􀁮􀁩􀀩􀀨/Tustin tOntario I San Clemente 
I HUITT-ZOLLARS, INC_ 3131 McKinney Avenue, Suite 600 DALLAS, TeXAS 75204 DATE 􀀱􀀯􀁬􀁺􀁬􀀹􀁾􀀠􀁬􀀧􀁏􀀺􀀧􀀷􀀲􀁾􀀯􀁓􀁏􀁻􀀠(2141871-3311 ,#;:ON/'l'JAtzL Zb-.. L ,.,J 􀁒􀁅􀁁􀀮􀁄􀁾I '"'-'
􀁃􀀯􀁬􀁾􀁲􀀮􀁉􀁆􀀠PIH1,Je ::z::ro GI i3 􀁾􀁾􀀠¥l S Soc.llq.:rE":. P. D. g,D')C 8=5'7'1 WE ARE SENDING YOU 􀁾􀀠Attached o Under separate cover 􀁶􀁩􀁡􀀮􀀮􀁌􀁭􀀽􀁲􀀴􀀺􀀧􀁃􀀧􀁾􀁌􀁾___....:..._·the
following items: 􀁾􀀠Shop drawings 0 Prints o Plans o Samples o Specifications 0 ___________________________________o Copy of letter o Change order DESCRIPTIONNO.COPIES DATE ... ,I"Z
􀁲􀁩􀀻􀀧􀀨􀁁􀁾􀀠L 􀂷􀁾􀀻􀁗􀁓􀀠-PL 􀀮􀁾􀀮􀀠1It"E. 􀁾=." 􀁾􀁾􀀠(!)F CJ I. • LL1 11-'Z... 1 􀀱􀀭􀀢􀀧􀁾􀀮􀁉􀁕􀀠Pl..., 􀁷􀁯􀁾'2.. IZ JI..nr>J 􀁾􀁣􀀻􀁶􀀠􀁓􀀭􀁾􀀢􀀠􀁾􀀬􀁺􀀮􀀠1J1'J''s1TZ<Ir
P..<7<'. THESE ARE TRANSMITIED as checked below: o For approval o Approved as submitted o Resubmit____copies for approval o For your use p! Approved as noted o Submit __copies for distribution
o As requested o Returned for corrections o Return __corrected prints o For review and comment 0 ________________________ o FOR BIDS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS
f-tlAlzt., Itt-.: 􀁾􀀱􀀮􀀮􀀮􀁵􀀢􀀢􀀧􀁉􀁕􀀺􀀮􀀾􀀢􀀢􀀠SrrzE.sr j.Jy;,.,i: SiG.<."s /''It?g ¢!o.I fIa..D @lYN4 II I:e'CI S '0..... /lrJo $ug,n.7nfc,. t:Jr IS!u 􀁾􀁴􀁉􀀱􀀧􀁃􀀠􀁾􀀠c:'....,...
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INTERSTATE HIGHIIAY SIGN CO. 7415 LINDSEY ROAD lITTLE ROCK, ARKANSAS 72206 {501-490-4242 ) l! I1ARK IV COKPAlIY -------.................--.. TEXAS -----_............._.. -_.. STANDARDS
PRIl.ET HUfllER! AWl SON CIRClE COltilYl eIn OF" AltDISilN -···-····-----··--············-----PO NlRtllElH 839 7735Flj94 HICA OORPORATIII! DlAJIi m: ..IlIERIE 􀁾􀁾􀀭􀀽_ ___ 􀁓􀁈􀁅􀂣􀁔􀀭􀀢􀀭􀁾􀀺􀀢􀁟􀁟
􀁟􀁟􀀮􀁌􀁉􀁟􀀭􀁾􀁓􀁾􀁟􀀠IlATE: 8/06196 _____.____.......=CH=ECKED FilR .,,00"'00=:'----___........... ___.. ___ .. Cl£CKED FOl MATERIAl: LIST BELOW AllY REVISION HAD£ TO THE URlGlHAL
IlRAIIlr«lS. 􀁷􀀮􀀢􀀧􀁟􀁾􀁟􀀠􀁾􀁾􀀭􀀭􀀭􀀭--•••••••••••••• -------... ",. 􀀭􀁾􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀁄􀁁􀁁􀁗􀁉􀁎􀁇􀁓􀀭􀀭􀀭􀁈􀁁􀀱􀁅􀁒􀁩􀁁􀁌􀁳􀀭􀀭􀁯􀁯􀁭􀁎􀁩􀁲􀁬􀁉􀁓􀁔􀀠NUfllER REV[SIOII -_............__.
__ . m -!lATE 􀀭􀀮􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀮􀀭..flY -nATE BY -nATE ........ ----_....... RECE!Y.EtL m .. m 􀁟􀀬􀀬􀁟􀁾__________􀁃􀁑􀀨􀁲􀀺􀁥􀁾􀁴􀁌􀀰􀀱􀁬􀁩􀁩􀁑􀁌􀁾􀁑􀁲􀁯􀁭􀁥􀁯􀁴􀁳􀀠mad.gJmlM..􀁳􀁨􀁑􀀮􀁰�
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Thischeck is only for review of general conformance with the desler: J,;"ncept 01 the project und general compliance with the information given in the cIJntr<..lct docu· -----􀀭􀀭􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷
􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀀭􀀭􀀭􀂷􀀭􀀭􀁾􀁾􀁨􀁥􀁟􀀭􀁣􀁯􀁯􀁴􀁲􀀮􀁡􀁣􀁴􀁯􀁍􀁳􀁟􀁲􀁥􀁳􀁰􀁯􀁪􀀮􀁳􀁩􀁢􀁬􀁥􀀠􀁦􀁣􀁲􀀮􀀭􀁣􀁯􀁮􀁦􀁩􀁲􀁭􀁩􀁮􀁧􀁡􀁮􀁾􀁯􀁴􀁔􀁮􀁧􀀭􀁡􀁬􀁬􀀭􀁴􀁪􀁵􀁡􀁮􀁴􀁩􀁴􀁩􀁥􀁳􀀭􀂷􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭__mmmm•••••
􀁾􀁾􀁾__ _ and dimensions; seleding fabrication process>:s and 􀁴􀁬􀁾􀀼􀀻􀀻􀁨􀀢􀁩􀁑􀁵􀁥􀀤􀀠of contsruction; coordinating his work with that of all other trades; and periorming his work
in a safe and satisfactory manner. HUITT·ZOLLARS, INC. Date: elG-llt'" 3131 McKII;NEY AVE., SUITE 600 DALLAS, TEXAS 75204 􀁂􀁹􀀺􀀨􀁴􀁫􀁈􀁾􀀭􀀽􀀺􀀭􀀭􀀭􀀭-.---..􀁾􀀭􀀮􀀠(214) 871·3311
rAUG1S 1996 
1 RSTATE HIIJlWAY SIGH CO. ..KIB: 33514 PROJ ECT NO.: AD DISON CIRa.E ::STDOO2f\1U: PAGE SION (F /1ftRKlV IN IllS tRIES STA1e:: TX COOOYl em (F ADDISON 􀁾􀀭i LINDSEY ROAIl IE 􀁒􀁏􀁾..
fIR 12206... ___ QTY TOTAL fll..UI BKG LEG Sl PAINT aNlN BIlRD RIEl HMG ...LSlfF WDIf:l IIlHT sTlFa SIZE ___􀁾􀁟􀁟􀀧􀁓􀁑􀁆􀀢􀀢􀀧􀁟􀀧􀁔􀀧􀁟􀁟􀁟􀀡􀀺􀁾􀀽􀁉􀁬􀁅􀀢􀁟􀀠TVP TIP TY BACK=--_
HAD-RAIl WIDlN WIDTH ADll-D4 48.00 X 18.0() -YIELlI AT ROONMIlOOT--5 30.000.000Wr-s)s-48 􀁉􀁈􀁾􀀠YE!. ru PS HR1-1 􀁾􀂷􀁍􀁏􀁘􀁟􀀲􀀴􀀮􀀨􀁬􀀡􀁬􀀠---::::-_:STOP-=.===-O_19.860 .000 Hli REV
24 .000 .625 .000 Rl-1 OCTAG .SIL RED PS PCH PCH SlPPORT SID !lIX IlIYLITE'E IIII!:lIIllLWlI!:I H 6 1 CHAmlElS ifRI-2 30.00 X 30.0() ----YIru----6 13.260 .000 HlI REV 􀁾􀁒􀁬􀀭􀀲􀀠..
____􀁾􀀮􀁟..􀁟􀁊􀁉􀁬􀁟􀁉􀁁􀁉􀀡􀀮􀁾􀁾􀀠__ .__..._. SlL.I!D PS __ .._ .... __􀁾􀁟􀀮􀁟􀀠.. ... __ .__. ___ __ _ .625 HR2-1 18.00 X 24,0() --SPEED LIMIT 􀁟􀀭􀀭􀀭􀂷􀀭􀀱􀀭􀀭􀁩􀁬􀀺􀁯􀁯􀁯􀁾􀀰􀁡􀀰􀀠Eiri
s1524 R2-1 H-REC \fIT BLK PS 1IR8-JA 12.00 X 􀀱􀀲􀀮􀁯􀀨􀀩􀀧􀀺􀀺􀁾􀀭􀁭􀀧􀁈􀀺􀀠i«l 􀁐􀁁􀁒􀁋􀁩􀁎􀁇􀀽􀀭􀀭􀁾􀀭􀁦􀀷􀀮􀀰􀀰􀀰􀀮􀀰􀀰􀀰􀀠ElG SIS 12 SllUAA \fIT BLK PS .. _____ ........... ____.___.__
RED ___. ___􀁾__ .. 􀁾____ .._ IlRD PCH PCH SlPPORT 􀁕􀁬􀁾􀀠SIll !lI:t IlIYLrrE'E IIII!:lIIllLWlI!:I 1 .fI.__.. _fl..__.1 CHANNELS R7-202 1 H 6 1 CHANNElS R7·204 1 H S 1 CHANNElS RH04A
_1 If..._.._1 __1.CH"'.41:1,5_ .. _ .. 􀁒􀀷􀀭􀀲􀁑􀀴􀁾􀀮___ .....______.__ ....._____ .... _ 1 H 4 1 CHANNELS R7-203 -_...._...._--_. __..__... _-_. 
'!!STATE HIG/IJAY STGI! CO. . Ill! : 33514 PR!lJECT NO t: ADDISON CIRa..E PAGE 2 [51011 ,(I' HARKI!'! Ill00sTRIFS STillE: TX CQOOYI CI lY (I' ADD lOON ) lIHJlSEY ROAD 􀁉􀁬􀁅􀀮􀀮􀀮􀀮􀁒􀀡􀁉􀁃􀁋􀀮􀀭􀁍􀀭
􀀭􀀭􀀭􀁌􀀷􀀿􀀲􀀰􀁾􀀶􀀢􀁟􀁟􀁟􀁟_________􀁾􀁃􀁾____..24 -"ICA CQRf'QRATIIIl IlTY TOTAL AlIJt BKG LEG Sl PAINT ClRN BIIRD (fOOl HARGSTIFE» SIZE SQFT .!PI1lE TYP lYP TY BACK Mit-RAD IIIDlH
WIllTH.J.S!FF LIOTH IliHI ------_.. "1011-1.S 81.00 X 18.00 ---Cf£VRIJH----3 18.000 .100 Hli SIS 24 H-REl: Y8. Illf( PS IIlD POl PCH stl'PORT Llii SID llIX Illl:LllE'E IIIItl:IIDLWIIIi
__________􀀭􀀧􀀵􀀢􀀭􀀭􀀭􀀢􀀧􀁈􀁾􀀮􀀠L_._l CIIANNElS __ • RldK____________ .. .R6=IR 36.QO X 12.00 ---(J£ WAY)---3 9.000 .0110 􀁅􀀡􀁉􀁬􀁾􀁟􀀳􀀶___ R6-IR H-REC WIlT Illf( PS IIlD POl PCH
stl'PORT Uli m lilY ImLlleE IIIItl:IDiiiiij-----1 ** 3 1 CIIANNElS "1011-13110 D R7-108t! 1:2.00 X 18.00 20 MIN PARK -.AM -PM H 7 10.500 .080 FIG SIS 12 1.500 .375 .750 _.. __..It:REL_____
_ WIlT G!lII PS IRD PCIl PCH stl'PORT 􀀭􀀭􀀭􀀭􀀭􀀭􀁌􀁴􀀡􀁦􀀭􀁾􀁬􀁬􀁌􀁊􀁬􀁉􀁽􀀭􀁾􀁾􀁾􀁾􀁅􀁬􀁓􀀭􀀭􀁉􀁉􀁉􀀭􀁾􀁾􀁦􀁬􀁩􀀠-. 1 H 1 1 CIIANNElS R7-202 12.00 X 6.SO --THIS SIOC OF SIGN--8 4.32()
.080 EIG SIS 24 1.50 1.500 .000 .000 WIlT RED PS IRD PCIl I'CH stl'PORT ____􀀮􀀮􀀡􀁯􀀡􀁉􀀮􀁈􀁾􀁩􀀮􀀠m 􀀭􀀭􀀢􀀱􀁩􀁬􀀢􀀧􀁣􀁙􀀮􀁾􀁉􀁬􀁾􀁬􀁬􀀺􀁹􀀢􀁌􀁉􀁬􀁾􀁥􀁅􀁾􀁟􀁟􀀽􀁟􀁟􀀠 1 H 8 1 CIIANNElS
R7-203 12.00 X 6.00 --BETWEEN SIGNS---4 2.000 .080 EIS SIS" 24 -H-REC WIlT RED PS IRDPCIl I'CH -stl'PORT Llii m lilY. ImLIleE IIIItl:IIDLWIIIi 1 H ______________1 CIIANNElS ._.m_________.............
......... 4 "R!!-3Ii 􀀲􀀾􀁒􀁌􀀷􀀭􀀢􀀧􀀲􀀢􀀧􀀰􀀳􀁬􀁩􀀢􀀧􀀭􀀭􀀢􀀱􀀲􀀢􀀭􀀧􀀮􀀢􀀧􀁏􀁏􀀢􀀭􀁘􀀢􀀭􀀭􀀭􀀧􀀶􀀻􀁣􀁯􀀮􀀢􀀢􀁏􀁏􀁾􀀺􀀺􀀺􀀺􀀭􀀽􀀮􀀡􀀼􀁂􀁅􀁔􀀢􀁟􀀧􀀮􀀡􀀢􀁉􀁂􀀺􀁾􀁎􀁾􀁓􀀮􀁾􀁉􀁇􀁉􀁉􀀢􀀢􀁓􀀧􀀺􀀧􀀺􀀭􀀮􀀮
􀀮􀀺􀀭􀀭􀀭􀀺􀀮􀀮􀀮􀀺􀀮􀀭􀀭􀀭􀀧􀀶􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀬􀀬􀀳􀀮􀀰􀀰􀀰􀀠.0110 EIS SIS 24H-REC 􀀮􀀭􀁾.... GRHPs ----.-_ ...... -------.... 
",RSul",AIJ.EJ<H",IGIJ""",WA!LY--,S""IGH",,:-,CO""-L'__--"'.JJB""-!.:􀁟􀀳􀀳􀀵􀀢􀀢􀀢􀀭􀀱􀀢􀀧􀀴􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀁐􀁾􀁒􀁏􀀮􀀬􀁉􀁉􀀺􀀺􀁾􀁔􀀠HO.I ADDISOH eIRa.! ::STDOO2RfU: PAGE 3 SIOO G" MMKIIJ
Ill00slRIES STATE: TX moov: CITY (f ADDISIlN i LINDSEY ROAD u: ROCK. &It ..1'220'""-"6_____ CUSTOI£R: STIFED SIZE I'£SSI1SE CITY TOTAL fUll BKG L.£ll Sl PAII/T Cll<N liIlRD OW /'1MB
/SIIEE WDTH I6HI __-SH""APE ______􀀭􀀧􀀡􀁓􀁑􀁆􀁾􀁔􀁾􀁾􀀡􀀡􀀡􀁇􀁅􀁾􀁾􀁔􀀧􀁉􀁉􀀧􀀠TIP TY 􀁂􀁾__􀁒􀁁􀁊􀁴􀁾􀀠IIIDn!_ nDnL ooD PCH PCH SU'PORT LlI;:; SIll. ...IlIY.JlXXLneE ...........__!!I_!):t1IDLWUlt
_____ __________ .__ 􀁾______ _ 1 H 6 1 CllAllllas ---::-c-...,-,-,-,,--:-:-:-----:-:::-=---=-::-..........-R7-204 12.00 X 6,00 --I£RE TO COOIER---6 3.000 .080 ElG SIS 24 H-REC WI RED
PS ORD PCH w;:; SID 􀀮􀁾_____---'l ........H _.Il7:.2!MA-12&!lL..6..J)Q ..:::::.:--Tf!IS.STRfH---......L ..__ 4.000 .080 .. g,t! __ SIS_.!L 1.5 1.500.375 .750 H-REC WI GRH PS IlRD __fldi'--!JPC!!LHL.
.'!'SU"-,!i'POR...,,T _______ LII;:; SID IIIY lmLnEE !!I1!::IlIIlLWlll:l 1 H 8 1 CllAllll as HR8-3A R7-2049 12.00 X 6.00 ---flERf m AAILROAD--I .500 .000 ElG SIS 12 1.500 .375 .750 _______
H-RfC WIlT GRN PS IlRD PCH PCH Sli'PORT __.._____.._. ____.._.._Lli:L.....§D__IlIY . WlLneL J!IJl:I!.Dl!lIll1 1 fII 1 1 CllANNas HRS-3A 1.875 .750 .500 113-2A 36.00 X 􀁾􀀬􀁯􀁯􀀠--5Y11-"YIELD
NlEAD":--5 45.000 ,100 HlI SIS U W3-2A BrAND YEt BI..K PS ORD PCH PCH SUPPORT LIlt SIDSIyr.utam 1 H 5 1 CllANHaS ---_.. _._._._--_....._------. 
:ilSIAIE HltJ!fWAY SIGH COR!' 􀁾􀁂􀀺􀀠33514 I'ROJECT NO.: AllDlSOH CIRCI.E USTDOO2RR: : PAGE 4 [sIOH IF Iit1RKIV lliOOSIRIES STIlTE: TX cooor: em IF ADDISON i LINDSEY ROAD 􀁛􀁬􀂣􀁊􀁬􀁉􀁃􀀡􀁉􀁾􀀲􀀲􀀰�
�___________􀀭􀀬􀁃􀀢􀀬􀁬􀁊􀁓􀀢􀀭􀀬􀁔􀀭􀀢􀀬􀀰􀁉􀁩􀁅􀀬􀀬􀀬􀁒􀁾􀀺􀁟􀀭􀀭􀀡􀀺􀀮􀀹􀀴􀁾􀁋􀁾􀁉􀁃􀁁􀁾􀁃􀁏􀁾􀁒􀁉􀀧􀀡􀁉􀁾􀁒􀁁􀁾􀁔􀁾􀁉􀁉􀁊􀁪􀁾__________ IElEILU/lE 􀁉􀁬􀁅􀁬􀁌􀁾􀀠SIlEI 1 125 STREET
NiD TRAFFIC SIGHS 101 , 18.000 _.-_.-_._. __._---.-._----_.._------_.. _--......._------..-------------.._. _._...__...._----_._...._.. ------_...._ ......_---.__. __ .. _------_..._.._-_._.
----_._-_._-----.-......----...._--_...._-----_.._....__._-
􀁾􀀭..􀀭􀀽􀀽􀀽􀀽􀀭􀀮􀀭􀀭􀀮􀀭􀀭􀀭􀀽􀀽􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀽􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀠􀀽􀁾0/7" 16 fit.. 􀁥􀁾􀁻􀀧􀁲􀁤􀀠(A:S 􀁍􀁗􀁜􀁾􀀵􀁁􀀮􀀭􀁓􀀧􀀠IN 􀁾􀀭􀁬􀂣􀁜􀁎􀁏􀁏􀀬􀀺􀀧􀁤􀀠SlIjoJS PCCcv-1.. 
_:.:,INTE;;;RSTATE HIGHWAY SIGN CO.------------------_.... _1415 LINDSEY RflAD LITTLE ROCK. ARliAHSAS 7llQl, (501-4'1()-4242 )􀀭􀁁􀁾􀀡􀁦􀁁􀁒􀁋􀀠IV CliKm-Pf;IlW<VY...-........􀀭􀀭􀀭􀁾....-TEXAS
Of 1 PROBT HfJIllERI ADDISOII CIRCLE COII/ITY: CITY OF ADDISON CUll TIIl!ER: 94 IlICiI OORPllRATION PO NfJIllERI 839 17.l:)FU ___.... ffiAWN BY: CHERIE ___􀀮􀀮􀀮􀀮􀀲􀁓􀀱􀀯􀀽􀁾􀀠t: B
-f3 ,; DATE: 8/06196 Cl£aED FCII SUBMITTAL: CHECKEn FOR I!IlOKS: Cl£aEDFCllHATERIAl..I LIST BELOII ANY REVISION HADE m THE OR!HHAL DRAIIINGS. -.----......---..._--DAAWlNGS HAiERlIiLS·
CUTTINilLIST BY -DATE BY -DATE DY -DATENfJIllER R£VISION 'RP('PlVFD iWN0 EXCEPTION 0 REJECTED REVISE AND 0 MAKE CORRECTIONS TAUGTGiGGS ( TAKEN 􀁒􀀢􀁓􀁕􀁂􀁾􀁬􀁉􀁔􀀠NOTED h j"','• 􀁵􀁡􀀮􀁊􀀬􀀮􀁾􀀮􀀮􀂣�
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�􀁬􀁩􀁳􀁲􀁥􀀧􀀡􀁩􀁥􀁷􀁻􀁫􀁲􀁦􀁴􀁥􀁬􀁾􀀭􀀭􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀢􀀢􀁾􀀭􀀧􀀭􀀧􀀭. -<----contractor from compliance with 􀁲􀁥􀁱􀁵􀁬􀁲􀁥􀁭􀁾􀁮􀁴􀁳􀀠of the drawings and' specifications. This
check is only fOr review of general conformance with the design concept ofthe project 􀁾􀁮􀁤􀀠genera! compliance with the infor'r)iation given in the contract docu· ----􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀁉􀀱􀀢􀁦􀁦􀁊
􀁥􀀬􀀬􀀻􀀧􀀧􀀡􀁔􀁬􀀡􀁬􀁃􀁓􀀮􀀬􀁉􀀱􀀱􀁉􀀱􀀢􀁥􀀻􀁃􀁏􀁾􀀧􀀧􀀧􀁬􀁴􀁙􀀢􀁃􀁻􀁤􀀬􀁥􀁗􀁦􀀠IS tesponslble Tor: confirming and conelatmg all 􀁱􀁵􀁡􀁮􀁦􀁦􀁦􀁬􀁥􀁳􀀭􀁾􀀧􀀭􀀭􀀭.....􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭--._---..
and dimensio.'1s; 􀁾􀁾􀁯􀁪􀀬􀀺􀀺􀁣􀁴􀁪􀁮􀁧􀀠rai)fication processes nnd. techniques of contsruction; coo, 􀁤􀁩􀀺􀀢􀀡􀁡􀁾􀀱􀁮􀁩􀀷􀀮􀀠111$ ,1'0,"; ,'11th that of all other 􀁴􀁲􀁡􀁤􀁾􀁳􀀻􀀠and
performing his work in a sate 
JIB: 33514 PRO.!:CTl Al)DIS(]I CIRClE S IIIII !«IMBER: ST-! II!TERSTATE HI6I!WAY SIGN CO. STATE: 􀀱􀁅􀁘􀁁􀁓􀁟􀁾􀀮􀀮􀀮􀀮􀀮􀀠crurm CITY (f ADDISON SllEET MlMBER: B 1 7415LIHDSEY RD PO
􀁾􀀺􀀠83'/773:iFW 􀁡􀁊􀁓􀁔􀁾􀁅􀁒􀀺􀀠0000'14 GIl StJ>I'IllTS: I-NO Sll'PmT LlTTI.E 􀁒􀁏􀁾􀀮􀀠IIRKAHSAS 72201 􀁬􀁔􀁅􀁬􀁦􀁾􀀺􀀠KlCA aYlPORATION (501-490-4242) WI NJ) ZlIIIEI􀁍􀁔􀁾􀁈􀀺􀀠􀁟􀁾􀁍􀁾􀁾􀁾􀀺􀁌�
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􀁴􀀱􀀡􀁦􀁾􀀭􀀭􀁭􀂭􀁾􀀠"I'SU""""'" 4 "'-' Pr.:.-u """IJ 􀁟􀁾􀁟􀁭􀁾􀁾􀁟􀀠􀁾................ ............ ________..... 􀀭􀁾􀁾􀀠􀀭􀁾􀁾􀀠􀀭􀁾􀀭􀀭􀀭􀂭..... ..... 􀀭􀀭􀁾􀀭􀀭􀀭􀂭_._._------------
JIB: 33514 l'Ilo.ECTI M'DISIll CIRa.E SIOO trutIBERI ST-2 INTERSTATE HIGIlWAY SIGN co. STATE: mAS_ COOllY: 􀁃􀁉􀁔􀁉􀁊􀁆􀀬􀀭􀀢􀀬􀁁􀁄􀁉􀁬􀀢􀀬􀀭􀁉􀀢􀀢􀁓􀁏􀁾􀁎􀁾􀁟􀀡􀁩􀁉􀀡􀁾􀁲􀁮􀁾􀁴􀁲􀁵􀁾􀁴􀁉􀁂􀁅􀁾􀁒􀁾􀀺
􀁾􀁂􀁾􀀲􀀮􀁾􀀽􀀽􀀬􀀠7415LINDS£Y RD PI! 􀁾􀁉􀀠83't 773S"W CUSTCIIER: 000094 !lit SlJ'f'OOTSI i-NO supPltif---LlTTl.£ ROCK, 􀁍􀁋􀁁􀁬􀁬􀁓􀁁􀁓􀀭􀁾􀀠􀁉􀁔􀁦􀁊􀁴􀁾􀁾􀀠"ICA CIIIPmATIOtI (501-490-4242)
IIIND ZflIIE:ATTACH: 􀁟􀁾􀁾􀀭􀀢􀁬􀁕􀁉􀀢􀀬􀁾􀁌􀀠------='-==---􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀁾􀁾............. 􀀭􀁾􀀭􀀭􀀭􀀭􀁾􀀠 OllAN .AEon: 1 S100 TYPE: I'LmOD ________--"'OO..........F1IJQ.O"'O'.......__
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I£ADS PA INTED ._.•._-_ .._---_.__._--.. _.......__.__...---_......•.... 
St96 13 (1)4:42 JIB: 33514 I'RQ.£CTI ADDIS(JI CIRa.£ SIGH NUMBER: ST-3 IIITERSTATE HJSHW9Y SIGH CO. _limE: JFXASmm __....􀂣􀁊􀁬􀁬􀀮􀁬􀁭􀁌􀁃􀁾􀁾􀀮SHEET HlittBER; B 􀀳􀁭􀁭􀁟􀁾􀀮􀁾􀀮􀀠7415
LINnSO' RD PO #1 !139 7735F'W CUSTllllER; 000094 GIl SlfI'ORTS; Hill SlJl'PORT LITll.E ROCK,MMHSAS 72200 ITEJI#! HI CI\ CORPORATI ON (501-490-4242) ATTACHl mm BACI(; WI ND ZONE: ------.....
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COLOR: 􀁓􀁉􀁾􀀮􀁹􀁡􀁬􀁬􀀻􀀡􀁌___􀁾􀀠RADII: BACKGROUND 21 am TYPE! EXTRA: . CeLOR: RHER RADII: SIlUME BORDER 21 CelOR: 􀀱􀁬􀁦􀁬􀀡􀀮􀁬􀁬􀁌􀁬􀁬􀁴􀁴􀀢􀀢􀁒􀁦􀀨􀁅􀁾􀁒􀀾􀀡􀀮􀀱􀁾􀀺􀀭􀀽􀀺􀀠__._.•..
m..... ____.......________􀁾____ .....􀁟􀁾_______m__. m ... DRAWN BY: CI£IIE i-Sin j--___-_'01. ----_ J 􀁲􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀀭, Mildred Street􀁾.,[" 4 in /12 inWEST 5 in ECIIIL IIISlR!£fIIIIS
-------CIJ>Y 􀁓􀁐􀁁􀁃􀁉􀁾􀀠IS IH IM:I£S AHD EIGHTHS __ 􀁟􀁟􀁾􀁟􀀮􀀠􀁄􀁅􀁅􀁃􀁁􀁪􀀮􀀮􀁓􀁾􀀠BliCK 􀀮􀁾􀀮􀁆􀁾􀁓...􀁉􀀮􀀮􀀮􀀮􀀬􀁉􀁬􀁈􀀬􀀭􀀭􀀭􀁟􀁾􀀠BelT lEADS PAIHTED -.......􀀭􀁾􀁾􀀮􀀭􀀭􀀭􀁾􀀮􀀠---....􀀭�
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_ ______••m ________..___.""_"". ' ___• __m ••_.___ ... ___ •mmm_, 'm. -_. ""'. ----_._-_.. 
6/96 􀀱􀀳􀀱􀀰􀀴􀀺􀀴􀁾􀀲_____________________􀁾___________􀀺􀀡􀁟􀀧􀀮􀀺􀁅􀁾􀁎􀁏􀁾􀀷􀀺􀀮􀁩􀁬􀁒􀀳􀀺􀀺􀀠.flEe: 33514 l'Ro.£cn 􀁾􀁄􀁉􀁓􀁉􀁬􀁬􀀠CIRClE 􀁾􀁔􀁴􀁜􀁉􀁅􀀺􀀠TEXAS erum: CITY (f ADlJlSON
PO 􀁾􀀺􀀠S3I' 7735FW CIlS1lltIER: 000094 11tHtt 􀁾􀁲􀁲􀁁􀀠ctJRP1lRArIOII 􀁾􀀮􀁟􀁾􀀮____􀁾􀁂􀁁􀀢􀀧􀁃􀁉􀀨􀀢􀁬􀀧􀁌􀀮________􀀮􀀡􀀡􀀮􀀡􀁗􀁉􀁾􀁎􀁄􀀡􀀡􀁟􀁚􀁃􀀡􀁉􀀧􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁅􀀺􀀧􀁟􀁟􀀠--.....-􀁾􀀭􀀭
􀀭􀀭....-----OI./RH .REOD: 1 SIGN TYPE: i'I..mOD SIIET: . 56,00.________________ ERAll SIZE BACIIIlROOND 11 7WIDTH: 8-􀀭􀀭􀀭􀀽􀀭􀀬􀁭􀁾􀁅􀀬􀀬􀀭􀀺.iJHI..,I=:-_____________.....____ ....._
􀁾􀁾__....___ HEIGHT: 7-CClOR: GREElI IlClUlER 1: L -3 HII RDER WIDTH: 1.00 CClOR: SIIJJER Mm 12.00 BACKGROOND 2: tlm 4 mEl __..EXIRA: C(l,QRL..__._.... ____________________.... __ 􀁾􀀮􀁟􀀮__
fillER MII: SllUARE IlClUlER 2: CClORl ROUTE IlARKERI DRAIIN BY: Ct£RIE 1 lOin {iIJl A4: in ¥5 in 􀀶􀀻􀁾􀁾􀀠􀁬􀁾􀁾􀀭􀀭.! --';9in i ;-5;0 t L 􀁾􀀭􀀢􀀧􀀡􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀁟􀁟􀁟􀁪􀀭􀀧􀁴􀁾􀁾􀀺
􀁔􀀠69 in f 8in ' ADV· D1 £C 1ft. IHSTRIETlIiIS=_-.--=CIJ'Y SPAf;INi IS 􀁉􀁈􀁬􀁾􀀮􀁥􀀠fIND 􀁅􀁉􀀶􀁎􀁬􀁬􀁾􀁌__ DEtI!LS 011 BACK OF SIGN BaT HEADS PA IHTE» --.... .... _--.....-.....-.....-....._.--_..
.....􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀀭􀀮􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀀭􀀭􀁾􀀭􀁲􀀭􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀂷􀁾􀁯􀀠Quorum Dr NORTH Mildred St WEST ---....._-_.... -----....._--.... _--...._----....
_---......-_... . ..----...􀀭􀀭􀀭􀁾􀀠
6L96.....􀁊􀁕􀁍􀁃􀀡􀀢􀀺􀁾􀀬􀀮􀀮􀀲_____________ 􀁾___􀁾􀀠JIB: 􀀳􀀳􀀵􀀡􀁾􀀠.............SJATEI mAS 􀁐􀁒􀁾􀁣􀁲􀀺􀀠AliDIS{Jj CIRClE S lilt! HUMIlER: AWD2 cOO/m CITY CF 􀁁􀁄􀁄􀁉􀀡􀁬􀁬􀁬􀁾􀁓􀁈􀁲􀁮􀀠HUMBER:
B 5 PO 􀁾􀀺􀀠83'/7735fW CUSTOllER: 000094 GIl StfPIlU"S: 2-1'10 SlPPORT 1m::, MICA cmPORATIOH .........AITilCnHI'----_____-'"BA"'CK"":'----___ IIIND ZOOEI INTERSTATE HIGlIoMY SIGH Ill.
􀀷􀁾􀀱􀀵􀀠LINDSEY RD UT1l.E ROCK. ARKAHSAS 72206 (501--490-42421 S lilt! TYPE: PlYIIIIOD ERAll SIZE BAOORCUND 1: 7........... wmnn sTYPE: HlI HEIIIHTI 7CClDR: llIlE EN BIllIlER 1: L-3
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___ •••m __m •• _____.__ < m __mmm ___ _m ____􀀮􀁾􀀠
6/96 13:04 :42 JIB: 33514 STATE: mAS PO 􀁾􀀺􀀠839 7735FW ITEK=::: ATTACH: PROJECT: ADDISOH CIRClE .rum: CITY OF ADDISON aJSTOIIER: 000094 "ICA CORPORATION SIGH MJt1BERl ATND3 SHEET NUMllER:
B 6 GIl SIJ'PORTS: 2-NO SUPPORT WIND ZOIIE: INTERSTATE HIGHWAY SIGH CO. 7415 LINDSEY RD UTili ROCK. ARKANSAS 72206 (50 1-490-4242) aLWI.REGD: 1 SIGH TYPE: PI. mOD SOFT: 48.00 17in--1-'----51
in----·-r-16in--:6in' ::RALl SI ZE BACKGROOND 1: it-I I WIDW: 8-TYPE: WI 10 In I --'HEI..G"-'HT"":'--"6L------C--'.OlO.!!...!O..R:'-GRE'-"-'-EJj--16inBORDER 1: L-3 HII ,. __ Quorum Drive
lDER WIDW: 1.00 COlOR: SIll,.tR I 11 inRAD II: 12.00 BACKGROOND 2: I am 4 TYPE: +----.mRA: COlOR: 5l"!HER RAD II: SOUARE BOlDER 2: 4'1:in C(1OR: 6in "---lOUIE IIA RKER: DRfIIIN BY: Cl-EIl
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-------_........_._... . -J---! 14 in AOV-03 
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I I. PURPOSE The purpose ofthis spel;itication is to dC$cribe the manufacture ofsquare steel tubular posts, including a telescopic system, for tbe mounting ofvarious traffic type signs.
II. GENERAL REQUIREMEPt'TS A. Material Steel posts shall confozm to the Standard specification for hot rolted carbon sheet steel, structural qlllllity. ASTM designation AS70. Orade SO.
Average minimum yield strength after coJd·fonning is 60,000 psi. B. Shape The cross section oftht post shall be square tube formed ofll gauge (.105 US.S. gauge) and 10 gauge (.135 U.S.S.
gauge) steel, carefully rolled to size and shall be welded directlyIn the corner by high frequency resistance welding and externally $Carfed to agree with corner radii. ___. C. Finish ,>f-Signposts shall be manufactured from hot-dipped galvanized steel
conforming to ASTM A653, 090, Structural Quality. Grade SO, Class I. The comer weld is zinc coated after ,carting operation. The steel is also coated with a chromate conversion coating
and a clear organic polymer topcoat. Both the interior and the exterior of the PO$! shall be 􀁧􀁡􀁬􀁶􀁡􀁮􀁩􀁾􀀮􀀠D. CrassScctioll Perforated sign posts ,hall be one or more ofthe following
sizes: Size U.S.s. Gaul!e Weigh« (Ibs.lfoot) 1\1:0" x 1\1:0" 12 1.70 ...... 􀁉􀁾􀀢􀁸􀀠lYo" 12 2.06 􀁾􀀲􀀢xt" 12 􀀲􀀬􀀴􀀺􀀻􀀨􀀢􀁾􀀠--2'A"x2W' 12 2.77 2W'x 2Y:z" 12 3.14 2 :vJ.6"'x2 3/W
10 3.43 2W' x 217" IO 4.01 􀁈􀁯􀁬􀁥􀀮􀁾􀀠Holes shall be 7116:1: 1I64 inches in diameter on one (I) inch centers on aU four sides down the entire length ofthe post On square tubing, holes
shall be on centerline ofeach side in true alisnment and opposite each other directly and diagonally.l'II,I-q:;'1( •'It:: II 􀁜􀀧􀀱􀁾􀀠SEP121996 
I ,F. G. H. 􀁾J:;' r J:;'TV!=iD 8EP121996 Length The length of each post shall have a pcnnissiblo length tolerance of± W'. TeJescoping Properties The finished posts shall be straight
and have a smooth. uniform finish It shaIl be possible to telescope all consecutive sizes ofsquare tubes freely and for not less than ten feet oftheir length without the necessity of
matching any particular face to any other face. All holes and ends shall be free from bum and ends shall be cut sqlliUe. To[erQJfces Tolerances on outside sizes: Nominal Outside 2ntsjde
Toleraac!s at Dlmen$ioos AU Sides It Comers 1%" " 1Y.z" ± .006" 1'%" x tW' :I:: .008" Z" x :2n :I:: .OOS" 2\4" x 2W' ;I; .010" 2Y.z" ,,2W' :l:: .010" 2 M6",,2 M6" ;I; .010" Note: Measurementtfrom
olltslde dimensions shafl be madll at feast :1 illches from the endojthe tube. WaD Thickness Tolerances: Permissible variation in waIl thickness is + .011", -.005". Convexity and ConCAvity:
Measured in the center ofthe Bat sides, tolerance in:i: .010", determined at thfl comer. SquareDes! .rSides aod Twist: Nomina! 211tside Sguanoes, Twist Permgsible Dimensioll! IoJrrante
in 3' Length 1¥.I" lC IY.z" ± .009" .050" 1%" x 1%" ± .OlOn .062" 2" x 2" ,j: .012" . 062" 214" x214" ± .014" .062" 2W' x􀀲􀁾􀁮􀀠:I: .GIS" .075" 2 3116'.:23116' :I: .014" 􀀮􀀰􀀶􀀲􀁾􀀠Note:
A sampl, shaJJ lie considered 10Jail iJitssides are not 90D to each other within the squareness tolerance listedalxlve. 
I StraigbtneS$ Tolerance: Permissible variation in straightness is 1/16 ofan inch in :; feet. Comer Radii: Standard outside corner radius shall be 5132 ofan inch :i: 1/64 inch. _ III.
INSTALLATION The square end ofthe post slWl not bf: modified or pointed, but shall be capable of being driven into the goURd by the using agency with the use ofan approved driving cap,
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HUITT-ZOLLARS, INC. 3131 McKinney Avenue, SUite 600 DALLAS, TEXAS 15204 I (214) 871-3311 ro GISSo >-I rkJO Ass"" ,04t'ES "'P.... \Sa;(. 8oos:r"l , .AT< '1 h /9(, I''::;tzoIJ'oI A/J1;N
/J"I/?e,.r.:. 􀁪􀁊􀁥􀁡􀁾􀀠􀂷􀂷􀀧􀁾􀀯􀁊􀀢􀀢􀀧􀀢􀀠CI/Z=E; 􀁾􀁅􀀭􀀮􀀺􀁺􀀺􀀠i WE ARE SENDING YOU )I;f Attached 0 Under separate cover via_I.-.o;:r.,:'l'------lhe following items: .A? Shop
drawings o Prints o Plans o Samples o Specifications0 ___________________________________o Copy of letter o Change order COPfES DATE NO. D£SCRfPTtON Z. /..... $1""-' Po.... ..,..." oo/L
1"-''''<' 1.<.> ,Ttl "?c'"t:\ .􀁾􀀭􀀮􀀮􀀮􀁳􀁟􀀠, , ! THESE ARE TRANSMITTED as checked below: o For approval o Approved as submitted o Resubmit____copies for approval o For your use Jfi
As requested o For review and comment o Approved as noted o Returned for corrections o Submit ____copies for distribution o Return ____corrected prints 0 ____________________--..:._
o FOR BIDS DUE _______--'-_____19____ D PRINTS RETURNED AFTER LQI\N TO US REMARKS ______________________________________________________________________ c.c: I 
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HUITT·ZOLLARS, INC. 3131 McKinney Avenue. Suite 600 DALLAS, TEXAS 75204 (214) 871·3311 TO IDWN of At>C>ISCON ?u&..(.. 􀁜􀀮􀀼􀀮􀁊􀁧􀁺􀀧􀀭􀁾􀀠'? c. i3.x {4-"1WE ARE SENDING YOU )(1 Attached
0 Under separate COver via-'.f'I'I....:.lf!t="'-"""_____the following items: o Shop drawings o Prints o Samples o Specifications o Copy of letter o Change order COPIES I DATE NO. DESCRIPTION
􀁾􀁳􀁲􀀨􀀮􀀮􀀠C,..,.......-.q., N\N b fl,'l1!> c..t'h'> ., 'D (,...(; " H 1..£ 6F 526t::.J1'tLiSv-e'7t:.;h e:If. I : THESE ARE TRANSMITIED as checked below: o For approval o Approved
as submitted 0 Resubmit__copies for approval Pi For your use o Approved as noted 0 Submit __copies for distribution 􀁾As requested o Returned for corrections 0 Return __corrected prints
0 ____________________o For review and comment o FOR BIDS DUE _________19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _____________________________________ -----------------------------_......_COPY
TO__________________ 􀁾􀁎􀁭􀁾􀁺􀀺􀁤􀀠",nc'o..."'''' not •• nota", 􀀢􀀮􀁾􀀺􀀺􀀻􀀻􀀺􀀺􀀡􀀮􀀮􀁜􀁏􀁮􀁃􀀺􀂣􀁾􀀱􀀠􀀯􀀡􀀱􀁯􀀯􀁾􀀠
l Ii Ii 􀁾􀀠.,' '" (' ;-",I " ! f, !' \,', , Post .. !" Fax Nole 7671 September 17. 1996 Mr. A. 1. 􀁊􀀢􀁨􀁬􀁬􀁾􀁬􀀬􀁭􀀠 ExeCUlive Vice President Gibson & Associates p,0, Box 800579 Balch
Springs, TIC 751S0-0579 RE: Addison Circle 􀁐􀁬􀁴􀁡􀀮􀁾􀀠1 Pnblic lnfruslructure Change Order NI). :-I HZ!. Project No.OI-2013"()1 Dcar Mr. John.lon: llnclosed pJea.-re find one copy
of Change Order #3 for your review and approval. The purpose or lhis change order i. to supplement Cflange 􀁏􀁲􀁤􀁾􀁔􀀠112 lmd incorporate all of tbe remaining quantity ..􀁾􀁶􀁩􀀬􀁩􀀨􀀢􀀢􀀠It'
a ","ull of u",li.'ting the brick 􀁨􀁡􀁮􀁤􀁾􀀠in the roundabout. TI,i, chunge order also include.< thc cost of !he signal inlAm.vnnect wiring. The Town of Addison has requcsted thi.
change order and thcy 1ICt.'d IlIl executed copy by late Thursday afternoon, September 19, 1996. I,f 􀁰􀁯􀁳􀁾􀁩􀁢􀁬􀁣􀀬􀀠Vleasi.' have an 􀁥􀁾􀁥􀁣􀁵􀁴􀁥􀁤􀀠copy of Change Order's #2
and *3 returned II) lIle by TIlUrliday morning_ Thank you fur your lIssistance ill this maUer, Sincerely, HUITT-ZOlLARS, INC. :J.2,t2Q1J £#Ie-rBt:S l)-dVld R. Meyers. P.1i. 􀁾􀀺􀀠 John
Baumgartner, P.E.-Town of Addi<on Bryant Nail-Columbus Realty 􀁔􀁲􀁵􀁾􀀱􀀠 Jim Duffy-CoIumhus Realty Trost 
PROJECT. AIIDISON em,-"" PH.SF.! wIlLIe INFIWi"fKU('"1lJRX PAGEl OY 1 amNVM8ER! 1Hi.2$/t."UA.M,;E QRDl!Jl NO. 3 OWNU, '!l.IWN or ADDIlIOIt CONTJtA.Cl'OIC GJllS()N AND .w>OClATfS l).\',('&%
Wl1196 􀁄􀁅􀁓􀁃􀁫􀁕􀂷􀁬􀁊􀀮􀁕􀁊􀁾􀀨􀀹􀁆􀁃􀁈􀁁􀁎􀁏􀁂􀀮􀁾􀀻􀀠THIS CHAN'(iJ) VlWr;R INV01. VESnm POLf.oW1N(i rn:MS; I) AVJUSI"S iHB CONCRft"'i"SOUANn11CS I'UK TH6 OEIJmON' OFTIlli KAOIAI.
BRICK 􀁒􀁉􀁜􀁍􀁬􀀮􀁾􀀠IN 1lleROUNf)"IU)VT, REPtA.CfiS THE INTF.RJOR v-ClIRD 01' '1'Jlli ROUNDAHOLIT WITII A 10" mGt! 12-' WIDE ClJAR ANt) KEUUCl!S THP.1NTEruUR MOlUS OF 1111:: ROUNOARO{lT
T06tj,$ 􀁉􀀺􀀧􀁾􀀢􀀮􀀠 2) mR.RP.C'TS AN UUIDM. IN THH ORH'iINA1. roNTRA(;!' AW)UhTPORPI!D'ESTJUAN BRJCK WHBlU; 􀀱􀀧􀀱􀀱􀁉􀁾􀁒􀁴􀀺􀀠WAS NopmmSTRA1..N BRICK (XlUN'JW''UK THB AlUl..AS OP
(I" ABfNFOR('EO COlIJ:crurr£ 􀁾􀁬􀀱􀁒􀁒􀁁􀁓􀁦􀀮􀀮􀀠3) Al)OSCOST 􀁁􀁓􀁓􀁾􀁊􀁁􀁔􀁅􀁢wnl1 $JtiNA1.lNTeRrnNNfl,('TWORK, Ot:M NO. DESCRIPTlnN S('IIIIDULH 1 • PAvING tMPJWVJ;Mlll'11TS lU18n
(oSOpm PT.CX iU::INF.l'UNC. PAVEMF.NT $r 􀁬􀁾􀀠􀁾􀂷􀀶􀀮􀀼􀁏􀁉􀀧􀀸􀁉􀁉􀁕􀁘􀀠IUiINF.CONCOROPSLIIB (STRliJir) s'( JU9 􀀴􀁾􀀠JIJOOPSI COMrrcr:.%1VU RElNll, roNCo SlOEWAU< SF 110 4" :JfJOO
PSI COMJ'RR."iSTVF. Ri!1NF. ('ONC. SUHYASE (SlORWAl ,II:} Sf 114 6r 6!'Jf1FtJlX RelNf. CONC. JN1'E(ii(AI.. CURB f.f1 is:; SIGNAL IN'TERcomw.crWTll:mQ U' !5' 10" HIGH & 􀀱􀀲􀂷􀁾􀁉􀁄􀁦􀁩􀁦􀁩􀀮􀁬􀁕􀁐􀁓�
�􀀠FJ,!!XRP.!NP,CQN{"ClJR.!L___ l.F SCCIlI!OULI!" SUU"lUrAL 􀁎􀁬􀀡􀁲􀁃􀁈􀁉􀁉􀁎􀁇􀁾􀁬􀁉􀂥􀀠Cl!.ANG£ORDflRNO,; ORiUlNAL CONTRACT AMOIJNT PJlEVlOtlSotANOl!()JU)ER.C; RRVJSIlOCllN'l'RA<1'
AMQUNT 􀁾􀀨􀁉􀁆􀁦􀀧􀁈􀁁􀁎􀁻􀀻􀁊􀀺􀀺􀁪􀀮􀁏􀁎􀁕􀁊􀁎􀀧􀁉􀀧􀁋􀁁􀁌􀀢􀁔􀁔􀁩􀁍􀁴􀀡􀀠CONrRACT RIMSF.IJ QUANTITY UNrT AMOUNT <.IUANTlIT ,.2lLAN'Itn' CHANCE PRICF. OFt'UANOl{ 51)5U }& $:'0100
􀁪􀁊􀁪􀀮􀀴􀀱􀁾􀀬􀁕􀁏􀀠􀀡􀁾􀀵􀀠Sf"" J:wIl -345 $),,90 {$12,18S.:S0} 4000 431u 310 $2.." $%8.00 55498 <HI) $1.90 ($!I".OO) 5.5tf3 􀁾􀁾􀀠SI62 ..,21 $I,5lI 􀀨􀁓􀁃􀁩􀀩􀁉􀀮􀁾􀁏􀀩􀀠121l!' 12!lO
$;,74 $4,4U,0I! "21 􀀤􀀱􀀮􀀲􀁉􀁦􀁈􀀩􀁾􀁾􀀬• 􀁾􀀠4" "....!!l!&':1 􀀱􀀭􀀭􀀤􀀱􀀬􀁾􀀦􀀬􀁏􀁏􀀠I 630112 I $Z,40'J.a6􀀶􀀱􀁒􀀶􀁾􀀱􀀠-:71 U'llil 􀁦􀀧􀁾􀁭􀀧􀀻􀀺􀁪􀀠12,11 . $152 􀁾􀁩􀀮􀁩􀁗􀁖􀀬􀁬􀀨􀁾􀀮􀀭􀁾􀀠$<1,
2."',50 Sllrll7.W $J:..􀁾􀀱􀀷􀀬􀀶􀀶􀀴􀀮􀀴􀀴􀀠($,'!6K,8 15.1.1l 􀀤􀁾􀀮􀁬􀀶􀁕􀀮􀁬􀀶􀀶􀀮􀁭􀀠'OW WORK RaQUfRRf) HNDPR 􀁔􀁈􀁉􀁾􀀠("Hh1'1t1fi ()RPElt W1LJ.. ADO 0 OAYSTO'llIlS PROJECT: OIUClINAL
CONTRA<7 TIME 5!SO AOOIT10NAL [)A YS l'UR THlS CHANGR OftOF.R. () Al)(1I'JONAL DAYS FOR f'KEVIt,lU;; (;HANG8 ORDER {J RF..V'$RJ) ffiNTkA{':TTlMl!. S50 THBCOMMiNSA'rlON hultl!a) UPON
IN THIS CHANCRORI)HI( M(C l"QIlAU.. COSTS 􀁔􀁈􀀧􀁦􀁩􀁃􀁦􀀩􀁦􀀨􀁏􀁴􀀢􀀬􀁾MAY INCUR M A R5SULT OF. (lit lWLAnNG TO TIllS CHANfiR OROF.R WREnu:.R SAID COSTS ARE 'KNOWN, UNKNOWN. fIOJtSfmN,
UNl·Qw,1:i.EN ATTHTS TIME. INC1,lJrnN(l wrrnOUTLIMl'I"A"I'JUN, ANY COST FOR OPJ.AY.I!X'!ENl>EI>OV};lUlf.Al), R'PI'l,e OlIIMl'ACr=, OR ...NY O'I'IIJll( IlFI'llf:I' ON CI.IAl'4VIDOR UNCHANOP,DWORfC'
AS A k .....sULTOJ'nUS CHANGBOROF.fl. 􀁕􀁴􀁾􀁾􀁴􀀮􀀺􀀠􀁣􀁯􀁴􀀴􀁐􀀧􀁅􀀿􀀴􀁓􀁁􀁮􀁏􀁎􀀮􀁾􀀠􀁁􀁫􀁾􀁋􀁊􀁒"Uu.YCOMPI.P.TE AND IN-PLACIl CllN$rKU(.'TION. ACTlJAl, IN PI....""Q\IAN1TI'IIJ8 WILl-III!
USl.ID Ff)RI'INAI, FAYMlJNl' Al'PllQ"\'1:!D BY AfPH,UVlID sr TQWN 01' AUOISuN (Ylt .TTMHlJS N:M'.TY ,"---DATERON WHITP.HP.AO. 􀁴􀁾􀁲􀁊􀀢􀁙􀀠MANAGua 􀁁􀀧􀁗􀁋􀀨􀀻􀁖􀁾􀁉􀁊􀀠H Y APFaoVP.D
BY (illJSON AND ASSOC'IATP-1ili IttJl'n".:tf)U.ARS A.1. 􀁊􀁏􀁬􀁉􀁎􀁾􀁲􀁴􀁊􀁎􀀮􀀠P.XI!C1JTIVS VICE. 􀁐􀁒􀁂􀁓􀁬􀁾􀁎􀁔􀀠fJATF. OAVfIJ E. MEreU. p.e. 
REC'O SEP 2 5 1996 HUITTiDLIARS Huit1-Zollars, Inc. /3131 McKinney Avenue I Suite 600 /LB 105 JDallas, Texas 􀀷􀀵􀀲􀀰􀀴􀁾􀀲􀀴􀀱􀀶􀀯􀀠2141871--33111 FAX 2141871..Q757 DATE: RE: FROM:
TO: MEMORANDUM September 20, 1996 Addison Circle Phase I Public Infrastructure David Meyers, Huitt-Zollars, 􀁉􀁮􀁾􀀠John Baumgartner Town of Addison Bryant Nail Columbus Realty Trust
Mark Person Gibson & Associates Fax # 450-2837 770-5129 557-1552 I am transmitting for your review the as built grades for the outfall channel shot by Don Hickey on 6/18/96. The elevations
indicate that the channel was not graded per plan and will not drain low flows due to the dip just east of the 72" RCP outfall. In addition the as-built grade is virtually flat from
Station 8+00 to Station 5+00. Huitt-Zollars has also done some surveying in this area in preparation for Phase IT and the asbuilt elevation of the 72" RCP outfall pipe is 601.75. This
would indicate that there was and still may be a dam of 0.92' at the 72" outfall pipe. The outfall channel will require regrading for approximately 600 feet downstream from the 72" RCP
to Station 4+00 to provide for positive drainage in the channel for low flows. This will also require adjustment or reconstruction of two rock berms. Please review the material and we
will discuss what action should be taken at our next scheduled construction meeting on October 2, 1996. O:\PROJ\UI201301\JH0920.MF.M ix I Tustin I Ontario /San Clemente 
NSTALL STOr,E IIPRAP TYPE 􀀧􀁒􀁾􀀠xDOT ITEM 432 .. 􀁾􀀠.( e... \ \ ...-----. .'--; 􀁲􀁾􀀮􀀯􀀠'\'-' '.,j,. " . , i' !to /..; ! C PROP. e CHANNEL 12" WW SECTION A-A NoT.S• o 1/,( .,y'
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8ACl< or CURB 01' INLET, 190 FEET 􀁓􀁏􀁕􀁔􀁾􀀠FROM THE ceNTER!. 'NE IMTERSECT!Ofj OF M'I-OAED STREET, WEST SlOE OF OIJORUM DR'VE. EI-EV.IIZ',89 BMe 2 'C'CUT AT CENTER SACK OF CIIIB OF
'P'l.n. 􀁾􀁏􀁏􀀠FEET NORTH FROM THE CENIER!.INf: INTERSECIIOfj OF M'I-DRED STREET. WEST SlOE OF QUORUM DRIVE. ELEV.82'.68 ISSUED FOR CONSTRUCtiON MARCH 28. 1996 -" _"'_"_ 
HU1Tf-ZOLIARS Hullt-Zollafs. Inc, /3131 McKinney AYf)(lue! SuIte roo/La 105/Dallas. Texas 􀀷􀀵􀀲􀀰􀀴􀂷􀀲􀀴􀀱􀀶􀀯􀀲􀀧􀀴􀀱􀀸􀀷􀀱􀁾􀀳􀀳􀀱􀀱􀀱􀀠FAX 214/871-0757 September 13. 1996 Mr. A.
J. Johnston Executive Vice President Gibson & Associates P.O. Box 800579 Balch Springs. TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Change Order No.2 HZI Project No.
01-2013-01 Dear Mr. Johnston: Enclosed please find one copy of Change Order #2 for your review and approval. The purpose of this change order is to delete the purchase of vehicular bricks
for the roundabout radial bands and delete the purchase of vehicular bricks in Quorum Drive, Mildred Street, Morris Avenue and McKamy A venue at the current contract price of 53.37/SF
and establish a new unit price of S2.89/SF for delivery of the vehicular bricks to the site. The revised quantity of 11,363 SF is for vehicular brick in the above mentioned streets only
and excludes the Mews vehicular brick which are still in the contract at $3.37/SF. The purchase of vehicular brick in the Mews and all pedestrian brick is on hold while Columbus Realty
explores more options. It is my understanding that Columbus Realty and Gibson & Associates have come to an agreement on the revised unit price for the vehicular brick in this change
order, therefore I am forwarding the change order for your official review and approval. Please contact me if you are not in agreement with the items contained in this change order.
Thank you for your assistance in this matter. Sincerely, HUrTT-ZOLLARS, INC. <774:PI'J E 􀀯􀀱􀁉􀁦􀁢􀁦􀁾􀀵􀁾􀁾E. Meyers, 􀁾􀀮􀁅􀀺􀀠' cc: John Baumgartner, P.E.-Town of Addison Bryant
Nail-Columbus Realty Trust Jim Duffy-Columbus Realty Trust G;\PROJ\H12UI3Uj\TIUYI).LTR Dallas /Fort WortI': I 1"'0:..5too I 􀁾􀀡􀀠?aso I PhoeniX f Tustin 1Ontario JSan Clemente 
PROJECT, ADDISON CIRCLE PHASE I PUBLIC INFRASl'RUCTURE BID NUMBEIC 96-281 CHANGE ORnER l'O. 1 OWNER:: TOWN OF ADDISON CDNTRACTOR, GIBSON AND ASSOCIATES DATE, 9JlJ/% PAGE 1 01"3 DESCRIPTIPN
OF CHANGES: nns CHANGE ORDER INVOLYES THE FOLLOWING ITEMS; II ELIMINATES THE PURCHASE OF TIlE VEIHCULAR BRICK FOR THE RADIAL BANDS IN THE RDUNDABDUT. AND ESTABLISHES A NEW PRICE FOR
DELIVERY OF VEH!CULAR BRtCKS TO THE SITE FOR QUORUM DR.. Mll..ORED ST.. MORRIS AVE. AND MCKAMY AVE.; TIlE VEHICULAR BRICK IN nm MEWS AND ALL PEDESTRIAN BRICK HAS NOTYEl' BEEN SELEC'I'ED.
ITEM i CONTltACf REVISED 􀁾􀀠QUANTITY: UNIT 􀁾􀀠AMOUNT ; NO.. DESCRIPTION . UNIT iQUANTITY QUANTIfY CHANGE' PR!CE IOF CHANGE i ____􀁓􀁃􀁈􀁅􀁄􀁕􀁌􀁅􀁉􀁓􀁕􀁡􀁔􀁏􀁔􀁾􀁌􀀽􀀺______________________________
________________________________________􀁾􀁾􀀨􀁾􀀤􀁾􀀱􀀵􀁾􀀮􀁾􀁾􀀲􀁾􀁾􀁾􀀱􀀱􀀠NET CHANGE BY CHANGE DRDER NO. 2 􀀨􀁓􀁉􀀵􀀮􀁾􀀷􀀲􀀮􀀰􀀱􀀩􀀠ORlGINAL CONTRACT AMOUNT 53,517.664.44 PREVIDUS
CHANGE DRDERS (5352.843.24) REVISED CDNTRACT AMOUNT 53.148.849.19 EfFECr OF CHANGE ON CONTRACT TIME THE WDRK REQUIRED UNDER THIS CHANGE DRDER WILl.. ADD 0 DAYS TO'nnS PROJECT: DRlGINAI..
CDNTRACT TIME 550 ADDmDNAL DAYS FDR THIS CHANGE DRDER o ADDTIONAL DAYS FOR PREVIOUS 􀁃􀁾􀁁􀁎􀁇􀁅ORDER o ------:550REVISED CONTRACT 11ME THE CDMPENSATlDN AGREED UPON IN THIS CHANGE ORDER
ARE FOR All.. COSTS THE CONTRACTOR MAY INCUR AS A RESUI..T DF. DR RELATING TO THIS CHANGE DRDER WHIITHER SAID COSTS ARE KNDWN. UNKNOWN. FORSEEN. UNFORSEEN ATTHIS TIME. INCLUDING WITHOUT
LlMITATION. ANY COST FOR DELAY. EXTENDED OVERHEAD. RIPPLE OR IMPACT COST. OR ANY OTHER EfFECT DN CHANGED OR UNCHANGED WDRK AS A RESULT OFTII!S CHANGE ORDER THESE COMPENSATIONS AREPOR
FULLY CDMPLETE AND IN-PLACE CONSTRUCTION, ACfiJAL IN PLACE QUANTIt1ES WILL BE USED FOR FINAL PAYMENT, APPROVED BY APPRDVEDBY TOWN OF ADDISON COLUMBuS REAI..TY 􀁾􀀽􀀻􀀻􀀻􀁣􀀭􀀭􀀭􀁾􀀻􀀻􀀺􀀻􀀻􀀭􀀭...􀁾.
.􀁾􀀮􀀭􀀭􀁾􀀠RON WHI1'EHEAD, CITY MANAGER DA'I"E BRYANT NAIL. VICE PRESIDENT DATE APPROVED BY APPROVED BY GIBSON AND ASSOCIA'T'ES HUITT-ZDLLARS 􀁾􀁾􀀽􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀻􀀺􀁃􀀻􀀢􀀭􀀭A.
J. JOHNSTON, EXECUTIVB VICE PRESIDENT DAIE DAVlD E. MEYERS, P.E. DAIE 
HUITTillIlAR5 lfitlUzs • Fort Wont. • 0_,. • fI Paso • 􀁐􀁬􀁲􀁾􀁮􀁩􀁸􀀠• l1aIin • Onuuio • 5«" 􀁃􀀯􀁾􀁭􀀢􀀧􀁲􀁾􀀠FACSIMILE TRANSMITTAL Date: ,/17. I,{' I'u No.: +st>-ZS 71 . H-Z Proj.
No• .,I%01'.t No. of pages:---=8:::---:-__ (lncluding COV« SIu:<II) TO: Aot)!'.,J P"",u. 􀁗􀁤􀀮􀁾􀁾􀀠J\'n",'. k.", "'.Ncrs o URGENT "For'Your Review 0 Please Call Upon Ra:eipt 0 Orig.
To Follow By Mail I SII:Jf4 O!!o!􀀹􀀦􀁥􀁬􀀮􀀱􀁜􀁑􀁾􀀠&P-s....:.,"'.. TIll!! EAtfn[ "';5t4"y/JOLyvt SENT BY: TIME: DATE: If1<'" hod -.,...-....-r"'" F_ -.....􀁾􀀠lit... ......... MI.
J_ _ ..'*" iIwIi,..".. -a-::C/-: '"':'_:--:-:_-.. 4,""'.1.::"7_ .1:1/1. _you. 3UJ McKinney AWllu... • Srm.: (j()O • lfitlI"", T_ 75104 • aU) 871·JJU • FAX flU} 871'(}757 I 
REC'D SEP 13 1996HU!1l:Z0LLARS Huitt,ZOliafS, Inc.! 3131 McKinney Avenue JSuite 600 I LB 105/Dallas. Texas 75204·2416/214/871-3311 ! FAX 214l871-O757 􀀧􀀭􀀧􀀭􀀧􀁾􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭Septem
ber 12, 1996 Mr. Mark Person Gibson & Associates P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Brick Installation HZI Project No. 01-2013-01
Dear Mr. Person: We would like to reinforce the importance ofproper installation methods for the brick on this project and notify you of some concerns based on field observation of the
installation in the roundabout. Though this location has a radial pattern, bricks are not all being laid uniformly radiaL This is causing the pattern to go askew and large gaps have
resulted in order to correct the pattern. The gap spacing between the bricks must be consistent and just large enough to allow for the sweeping of the sand between the joints. Gaps where
bricks cannot butt together at a minimum of one point will not be acceptable. These are evident when the bricks can be "rocked" in place when they are stepped on. The bricks are lugged
on one long side and one short side to assist in the spacing and to provide for proper interlocking of the bricks with one another. It is important that the lugged edge of one brick
be abutted against the smooth edge of the adjacent brick. Bricks which are laid smooth side to smooth side or lugged side to lugged side will not be accepted and will require replacement.
The five gallon buckets of the material being placed on top of the hot mix asphalt were not labeled and therefore their contents are unknown. We will require some documentation that
the material being used is the specified neoprene material. Some of the difficulty of spacing the bricks is being caused by the fact that the drop-slab area of the roundabout was not
formed and poured as closely to a true circle as expected. There are many areas where the circle is segmented causing some odd gaps on the edges. Though the Town and the developer will
not require the improper drop slab to be te-formed, we expect an even, tight pattern of bricks in these areas despite the irregularity of the circle. Please call if you have any questions.
Sincerely, cc: John Baumgartner, P.E.-Town of Addison Bryant Nail-Columbus Realty Trust Jim Duffy-Columbus Realty Trust G:\PROJ\j) t2f) 11Q-11MP0912.LTil Dallas I Hlrl Worth I Houston
I EI Paso I Phoenix JTustin I Ontario I San Clemente 
m'D SEP 2 0 1996HlllTI-ZOUr\RS Huitt-Zollars, Inc, /3131 MCKinney Avenue /SuM 600: LS 105/Callas, Texas 75204·2416/214/671·3311/FAX 214Je71-Q757 ,-----_.. September 19, 1996 􀁾􀁲􀀮􀀠􀁾􀁡􀁲􀁫􀀠Person
Gibson & Associates P.O. Box: 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Street Signs HZ! Project No. 01-2013-01 Dear Mr. Person: Attached please
find the small street sign requirements within the Town of Addison. Paragraph number 2 describes the requirements for the Unistrut-Telespar posts which differs slightly from the original
information provided by the Town and returned to you in the submittal. Please notify your sign manufacturer and make him aware of these revisions as soon as possible. Paragraph number
3 describes the required mounting cap and cross pieces for the signs which was not noted in the latest submittal. The remaining information from the Town describes the requirements for
size, color, block numbers and borders for the small street signs. However, you you are not released to begin production of these signs as shown until a decision is reached on the style
of sign that Columbus Realty would like to submit and the road identifier for the 􀁾􀁥􀁷􀁳􀀮􀀠We are submitting this sheet to allow production of the street sign posts and mounting caps
only. Please call if you have any questions. Sincerely, HUITT-ZOlLARS. INC. 􀀲􀁾􀁾􀀡􀀺e!bjB6 cc: 􀀢􀁾􀀡􀁪􀀨􀁯􀁨􀁮􀁩􀁂􀁬􀁩􀁩􀁬􀁭􀁧􀁡􀁩􀁴􀁊􀁩􀁾􀀡􀀧􀀮􀀠P;E" T01VD ofAddisoo' . '\', Bryant
Nail-Columbus Realty Trust Jim Duffy-Columbus Realty Trust Paul Shaw-Newman. Jackson & Bieberstein G::\PROi\l112IHJIII\MPUlJ!9.LTR DallaS I Fort Wcr:.':'., i-fouswn; E> ?aso /Phoenix}
TuSUflI Ontano I San Clemente 
Sample sign. Mildred 􀀴􀁾􀀶􀀰􀀠II T Substrate shall be flat blade (non-extruded) .080 aluminum. Lettering is five (5) inch F.H.W.A. series "B" upper and lower c;ase. SUffix and numbering
is two and one-half (2112) inch F.H.W.A. series "B" upper and lower c;ase. Background shall be 30M High Intensity Blue. All lettering and numbers shall be 30M High Intensity White. Length
of sign shall be proportionate to length of street name. Signs shall be mounted on Unitstrut-Telespar. Pole shall be one and three-quarter (1 314) inches square by twelve (12) feet in
length. Pole base shall be constructed of Unit5trut-Telespar. Pole base is two (2) inches square by thirty six (36) inches long and reinforced by a sleeve two and one-quarter (2 114)
inches square by eighteen (18) inches long. All Unistrut-Telespar pole and base assemblies are composed of 12 gao galvanized steel. Regulatory and waming signs shall be mounted with
the bottom of the signs at a minimum height of seven (7) feet and shall be mounted using Unistrut-Telespar drive rivets. 􀀡􀀬􀁾􀀠 Street name signs shall be mounted using Unistrut-Telespar
sign mQunting c;ap (Unistrut Part Number 850FL 175C) and. where applic;able, mounting cross street names shall be mounted with a cross piece (Unistrut Part Number 850FL90X). No borders
of any kind are used. Mews is not an acceptable roadway identifier. (Please consider Witt Ln., Paschal Place, etc.) The street name signs shall be numbered with the block numbers 􀁡􀁾􀀠follows:
Mildred St 4900 Witt 15600 Morris Ave 4900 Witt 15700 Morris Ave 5000 Goodman Ave 4900 Goodman Ave 5000 Paschal 15700 Paschal 15700 Quorum Dr 15600 Quorum Dr 15700 Quorum Dr 15700 
HUIIT-ZOLlAR5 FACSIMILE TRANSMfITAL Date: .Il10'' ''teo 􀁆􀁾􀀠No.: ''''tZ.. 1=so-'Z6'1, H-Z Peaj. No: DI"Z.Ol301" No. of Pages:,_'Z..;;;;;-___ (IDcludinl Cover Sbeet) TO:"]"'OW" IE Ab'O'S-.L
Ikrm', M.&. '"tom! 􀁾􀀸􀁹􀁮.............. D URGENT 􀁾􀀠For Yoor Review J( Plea Call Upon Receipt 0 Orig. To FoUow By Mail , SENT BY: 11MB; DATE: If,.. ho.l. ony,-__, w'_ r_""',,-.......All.
J _ _ or. 􀁟􀁾􀀭􀁟􀀢􀀢􀀢􀀢􀀧􀀭􀀺􀀭􀀭􀀢􀀭􀁲􀀮􀀡􀀭􀁟􀀱􀀭􀀼􀁬􀀱􀀢􀀢􀀧􀁾􀁾􀀱􀀮􀀠 JJII. n...l,.... 313J McKilUtlYAwtllJJll. Suite 600· DaUIl$, T..-75104. (lU) 871·JJl1 • FAX(1J4} 871·07'7

􀀭􀀧􀀭􀀬􀀭􀀭􀁾􀁾􀀧􀀠........ , " ..􀁾􀀠; ': .. 􀀺􀀼􀁏􀀺􀀧􀀺􀀮􀀺􀀮􀁾􀀮􀁾􀁾􀁾􀀬􀁾􀀻􀁩􀀾􀀻􀀿􀁴􀀧􀁾􀁴􀀻􀀬􀁩􀀺􀁲􀁾􀀢􀁴􀁾􀁾􀀧􀀺􀁬􀁩􀀻􀁩􀁾􀀱􀁾􀀻􀀧􀁾􀀻􀀧􀁾􀀻􀀧􀁾􀀺􀀻􀀮􀀧􀀺􀀧􀁾􀀺...,􀀻􀀢􀀬􀁾􀁲􀀮􀀺􀀠•.;;
􀀬􀁾􀀧􀀬􀀠􀁾􀀮􀀬􀀠-', 􀁾􀀠,".. ..... I'f'DI ,,sf... ITEM 1.51. MONTHLY EsnMATE. PARTIAL PAYMENTS, RETAiNAGE. FINAL INSPECTION. ACCEPTANCE AND FINAL PAYMENT t.S1.1. MOfmILy ES1IMATE:
Bwt",oeen tIlel!5tbday and the 1( of I'&Ch month. the ow,U shall make aJI approximate nlimate of the ".Iae or the work 􀁾durinll the month under It... .specifu:ations. Whene••r tho "';c!
8lim"Ie or ..!inw... or work done siMI! the last pnlvl9us estimate .. 􀁾􀁥􀁥􀁴􀁤􀁳􀀠$100 in _nt. a 􀁰􀁥􀁲􀀼􀁥􀁮􀁴􀁡􀁾􀀠of SW!h estimate lI1III1 shill bot paid Ihe t'UX'rIIAt"lO" QR ""
,,'. '*.!"onth ""xt foIlov,ing. The """'tidy "\Imalt! -.r include ....ptabll!C-"'" nonp"rishable materials drih'tred to the work: !!11th Pl'fMl'nt shall be '", •• allowed on same 􀁰􀀢􀀢􀀧􀁥􀁬􀁬􀁴􀁡􀁾
􀀠b&!is or tile net invoice value ... provided here\nalter. The percent relained by the ow,Eft shall lIOrmaily bot up to 10 pem!nt at COIIIPletion. l1li1", other>rioe staled. At the
midpoint, or at any sabHquem lime. If the .....s,. detennines dIIt th.. JII'VtII'¥8$ VII the contl'ld. ia IItillfut-. in #ll rnpedS. il may II. ils di..retloo .,,to retain illllditiGnal
funds until the 􀁾􀁭􀁰􀁬􀁥􀁴􀁩􀁯􀁮􀀠or the projett. or IUltil progn!I8 _ to botsatiaraet!>l7. TheUWl'tllshall-'tethe50le deterc mination in this matter. Tho CVH1IIACTO'I shall furnish
to the _iI1ICh detailed {nlotmation . u he may request to usiat him In the 􀁾or monthly estiIllIteS. It Is undemood that the manlhll' ntimates .nail be appro";" matt> only. and all monthl,
estimates and IllIttiaI payJIItnts shall bot(' .....bjtet to ClOrrection ill the estimale rend....,.( follMrinc tile dis.:o",r:Y of all errw in ...., ,,",vious Humate, and such nti_
shall not in any 􀁾be taken u an ...!miDion of !be 0"1I'U of !be am.....t or work done or or itt qtWity or sul!ki....,. nor u 11\ 􀁾or the work or , the release orIh CIINTlIACnlll or
any oC lIif N!SpOIIIIibt1ity 􀁾􀁴􀁡􀁤􀁥􀁲􀀠the __ • c tnct. 1.!i1.2. AUAlNAGE: As sewrity Cor tM faithlill C9mpletion of the work by the _croft, tbe __ shall retain 15 pereent of the
tGIlII dollllr lU1IOWIt or work duM 01\ all __ $21.000.00 and less; 10 permit 'If the total dollllr amount or work dOlle OIl all evnll'ld.s in ••• .... or $21,000.00 and IKs than S4OO,ooo.lo;
Ii", pe\'1:Ient or the total doIIar:ll'llOlllll. at work done on aD ...ntraets or S4D0,OOO,1O 01' more, On all contr.adI in e_5 or $409,000.00, the Collowing shall apply: (a) when work
fII'Opat is 80 pemml compJctA,. retai".,. may, at the _u's vption, be mlumI to two permit or the dollar vahie of all work satisfactorily compItted to date (not to mdude mateml on hand)
'"0 .i!hd that the Q1lft'MC111lI is mtIkiIIg satilfaet....,. '""",... and there ill ......... Cor palt!r retalnap _ determined "1 the E";-r; C' (b) wMII work progren fa ",bstahtiall,.
.-plete. tbe 􀁲􀁥􀁴􀁡􀁩􀁾􀀠_y bot further reduoed to only thaI amount 􀁾to ;INUre co..... pletlon 1$ dell!.rminl!d by 1_ EnllinHr: !e:) ifth@_R determines thai the 􀁾􀁏􀁬􀁭􀁬􀁁􀁮􀁮􀁴􀁬is
not ....king Rtiar.ctor;y progressor ifthve is other!pl!llillr 12...... the 􀀮􀀬􀀮􀀮􀁾􀂣􀀮􀀠may. at 􀁩􀁴􀀮􀁾􀀠diKn:Uon, reinstate up tG !lie fi.e pel"<"nt 􀁲􀁥􀁾􀀠. ' ," ;.". ," .' . .'. , . .' :.., '.-. ,.... ..1day
beC_ the 15th day or thl! 
HUnTillUARS MEMORANDUM DATE: October 7, 1996 RE: AddisoD Circle PIu\li;e I Public lnlio!;tructure FROM: David MeyClS, Huitt-Zollm, 􀁉􀁭􀀺􀀮􀁾􀀠TO: Bryant Nail Columbus Realty Trust ....v_
Mark Petson G."boon & Associates l' 101m Baumgartner town of Addison Jim Duffy Columbus Realty Trust Fux# 77()"S129 557-\SS2 4S()"2831 77()..S147 The fullowing is documentatioo ofan
emJr in contract quantities so everyone will be aware when the pay estimate amount coo;eeds the CllIltrnct IIIIIOUIIt in the future. Pay Item 211::4" PVC sea. 40 Perforalal Orain Svstem.
i The CQIltrnct amount fur this itDl was 5,123 LF, however. some of the drain was 1I0t counted in the circle II!Id I:nlIISIDa Win Mews. Huitt-Zollars pulled neW quantities for eaclI
sheet of this item and the contract amount should be 5.468 LF. Please call if you 􀁢􀁡􀁶􀁾􀀠any questions. 
REC'D AUG 3 g 1996 HUnT-ZOLlARS Huitt·Zollars, Inc./3131 McKinney Avenue I Suite 600 I LS 1051 Dallas, Texas 75.204·2416/214/871..s311 I FAX 2141871-0757 DATE: RE: FROM: TO: MEMORANDUM
August 29, 1996 Addison Circle Phase I Public Infrastructure David Meyers, Huitt-Zollars, 􀁉􀁮􀁃􀁾􀀠John Baumgartner, P.E. Town of Addison Bryant Nail Columbus Realty Trust Fax # 450-2837
770-5129 The following are outstanding issues which require some input from you or members of your staff. I would appreciate your assistance with these items. Town • We have been provided
submittal's for the signs and the contractor is aware that Unistrut sign supports are to be used, however, we need to specify the size, gauge, finish and installation required within
the Town of Addison. I have attached catalog information from Unistrut for your review. Please forward the requested information and I will incorporate the specifications into the shop
drawing submittals. Town & Columbus' We are rapidly approaching the deadline for having bricks delivered to the site for the opening of Quorum Drive, Mildred Street and the Roundabout.
Please provide me with the latest information regarding the selection and purchase of the brick. Town • A review of the cut sheets provided by the Gibson surveyor revealed that the channel
has virtually no grade from the outfall to a point approximately 400 feet to 500 feet downstream. With Phase II design underway and an expected construction start in early 1997, which
will involve the installation of a box culvert in place of the channel, the temporary outfall should function adequately in the short term. Does the Town agree with this assessment or
do you require additional channel excavation? Columbus • Please provide a letter to the Town of Addison requesting the deletion of Schedule vm from the contract. Copy Gibson & Associates
and HuittZollars. G:\i>R0Ji.0120t:301\JB0S29.MEM Dallas I Fort Worth JHouston I EI Paso I Phoenix /Tustin I Ontario I San Clemente 
Town & Columbus' Pay estimate #5 from Gibson & Associates included the cost associated with repairing the brick and sub-base which was damaged beyond the construction disturbance limits.
It was my belief that Gibson was to pay for the damaged area not in the original contract. H this is the case it can be adjusted in future pay estimates. Please advise. We are likely
to face a similar situation with the repair of sidewalks on the east side of Quorum which are beyond the limits of removal in the contract. Town & Columbus' The approximate cost associated
with relocating the 24" water line to avoid conflict with the art feature is $35,000 using the current contract prices when available. I have approached Gibson & Associates about doing
this work as a change order. Mr. Person stated that Llano may not want to perform this work at the current unit prices since they have moved equipment and manpower away form the site.
We can work out the specifics once the design is complete and all elements of construction are are known. Please let me know if the Town and Columbus Realty are in agreement that this
work should be incorporated into a change order in the public infrastructure. Town & Columbus' I have prepared Change order No.2 per your request which incorporates many of the changes
encountered to this date in the project. I have enclosed a letter from Gibson & Associates indicating a unit price of $lO.00ILF for the 10" high , 12" wide curb in the roundabout. Please
review the items in the change order and contact me with your comments. Once the items are agreed upon I will send the change order to Gibson & Associates. O:\PROMIWIJ01IJBOa:29.MEM

TELESPAR Sign Support System Meeting the needs of a traffic signing program is a difficult complex problem. From the smallest village and backroad to the largest city and interstate
highway, traffic control and roadside traffic signs must be in place doing their jobs. This requires a versatile, economical product backed by a proven manufacturer. The TELESPAR traffic
signing program from Unistrut Corporation offers all these features: • Easy, sale installaUon by hand or power • Convenient sign mounting before installation • Torsional strength from
square tubing • Versatile, lour sided sign mounting, at any height • Fast, economical replacement of damaged sign posts using original anchor assembly • Reusable materials • FHWA approved
yielding capability A Complete System Unlstrut Corporation designed the first sYfltem concept for traffic signing" supports in the industry; so you don't just buy a sign post, you get
the benefit of a complete system. The TELESPAR traffic signing support system consists of square, square, perforated, welded tubing, in 5 sizes ranging from 1 W' to 2'12" square in 12
gauge material so you can select the size Ie fit your needs. There are also 2 sizes, 2'''''' and 2'12", available in 1 0 gauge material. Perforations of 1ha" diameter are 1" on center
on all sides, allowing you to mount signs back-to-back and on four sides. The unique manufacturing method used to produce TELESPAR tubing @1993 Unistrut Corporation • • permits tubular
sections of different sizes to telescope into the next larger size for convenient installations, maintenance and reuse. The square shape also provides torsional stability. TELESPAR tubing
is complemented by a variety of compatible fittings, accessories, nuts and bolts, and simple installation tools, creating an entire system of interchangeable and integrated parts. TELESPAR
System is Backed by Unistrut Corporation With TELESPAR tubing, you get the benefit of the Unistrut distribution system. Because of its multiple distribution points, Unistrut Corporation
can process your order eflicientiy. National inventories ensure that multiple sizes of TELESPAR tubing "I are in stock. Local distribution points can provide for immediate orders as
well as returns or replacements. 􀁾􀁥orders are sent directly from t6e factory thereby avoiding w.arehouse costs. In addition, you share the benefits and the resources of a large company
and its commitment to improving and producing a state of the art product • 
I Advantages of TELESPAR Tubing • The standardization of the TELESPAR Sign Support System can benefit any size town, county, or state street or highway department by saving time, money,
and lives. The versatility ofTELESPAR tubing provides an inventory 01 material adaptable not only to sign post usage but also for identification signage, parking meter posts and numerous
types of barricades. Salvageability TELESPAR tubing's 60% salvage recovery rate makes it one of the most economical systems available. A major portion of a damaged sign post can usually
be saved and spliced together to produce additional posts, to form a cross member or anchor post. or for other general framing. This multitude of second uses adds up to savings instead
of accumulating piles of useless damaged posts of other material. Simple Maintenance TELESPAR sign posts are easily maintained . All TELESPAR sign posts and accessories are weather protected
by galvanizing or Perma-Green, a process involving a phosphate coating prior to electro-electro-deposition of green acrylicpainl. Torsional Stability Primarily because of its square
shape, TELESPAR tubing has great torsional stability. The utilization of TELESPAR tubing leads to the substantial reduction of sign flutter in high wind and less loosening and damaging
of sign blanks on the post Safety The TELESPAR System was the first to be used effectively in a yielding breakaway concept for small sign support systems. It has been accepted FHWA and
AASHTO. -.: -, Rapid Replaceability A tremendous advantage of the TELESPAR System, when installed using the anchor assembly, is rapid replaceability of a damaged sign. Traffic control
signs can only do a job when they are standing in place. TELESPAR sign supports can be replaced easier and quicker by a one-man crew than any other sign support systiml on the market
Within minutes, one man, working at ground level can replace vital traffic signs, thus ensuring that dangerous intersections will not be 􀁾􀀧􀁗􀁩􀁬􀁨􀁯􀁵􀁴􀀠. 1 proper signs for extended
periods of time. Simply unbolt or remove the rivets from Ihe damaged post. lift it from the anchor assembly and replace with a new post and sign. 3 
:asy and Safe Installation lchor Base 3' length of TELESPAR tubing is iven into the soil to serve as an ,char base. Using either hand or ,wer equipment 1" to 2" is left -ave the surface.
One man ,rking at ground level can safely d easily insert the sign post into 􀁾􀀠anchor base and bolt in place. ;tallation time is thus kept to a nimum. Signs can be bolted onto a post
before installation. elding Breakaway yielding breakaway system is ,sily created by using an outer leve of the next larger size tu be an the original 3' anchor base. lis additional sleeve,
Iproximately 18" long, provides a luble wall thickness to accomplish e breakaway function. When >tailing in soil. it is advisable to ive the anchor base and outer he Adaptability of
TELESPAR Tubing ;Iacktop 'hen installing TELESPAR tubing in acktop. the anchor assembly is 'iven through the blacktop into the Jbsoil from ground level. All other .pects of the blacktop
installation 'e the same as inSlaliing the ::LESPAR yielding breakaway 'stem in soil. Concrete TELESPAR Systems can be installed in concrete, using a pneumatic hammer or concrete drill
to break through the surface. The anchor assembly is driven to within 1" of the surface to anow attachment of the signpost If a flush installation is desired, clearance should be recessed
on two sides to clear the bolt for the sign post connection. [ Single Post The sign post may alSo be Installed from a truck or step ladder simply by driving a single post into the ground,
either by power equipment or sledge hammer. • ., \ Gravel or Soil Installation of TELESPAR Systems in gravel or soH is accomplished by driving the anchor post assembly into the ground,
leaving 1" to 2" above the surface. The sig., post is then inserted into the assembly approximately 6" to 8" and secured in place. Anchor a-Yielding Breakaway Single Poat sleeve together
leaving the anchor assembly to 1" to 2" above the surface. The sign post is then inserted and bolted into the anchor assembly. Upon impact, the post yields at the top of the anchor assembly,
normally leaving it undamaged. I 
III Variety of Installation Methods For a hand installation use drive cap and sledge hammer to drive anchor assembly into soil. gravel or blacktop. The illustration above shows the technique
for anchor assembly installation in any surface using selfcontained power equipment Illustrated above is the installation technique using a conventional pneumatic driving fool. Fastening
Methods Straight boilS are used for conventional sign installations and TELESPAA comer-boilS are used for back-to-back sign installations. Mounting is possible on any or aU of the four
surfaces of TELESPAA sign posts. Illustrated above is a riveting installation using a universal drive· rivet Signs can be mounted on a . pole at ground level before pole is. inserted
into the ground. 5 
Accessories and Complementary Components • Swing Sign Assembly The Swing Sign Assembly. when attached to TELESPAR posts, is designed· to redupe sign and post damage. The Swing Sign has
a unique torsional spring action which allows the sign to swing away upon impact and immediately return to the original position. One-Piece Anchor As an additional alternative to the
breakaway support, a one-piece anchor is available in five sizes for use in low density soil conditions where additional stability may be required. In certain high compacted soil conditions
the one-piece anchor proves easier to drive into the earth. wt.lt.bt. Part No. lilbeSl:re Each TL-314 1%:" 14.32 TL-316 H'" 14.65 TL·320 .2" 22.80 Yielding Breakaway Barricade The yielding
breakaway barricade combines salvaged TELESPAR posts and a yielding assembly to create a barricade which yields when struck from any direction. This collapsing action offers safety for
vehicle occupants. nearby workmen or pedestrians with minimal damage to impacting vehicles. Tubing Step Part Number. TL·100 Description: For use with 1W', 13/.', 2", and 2'14" square
supports Weight 7.8 Ibs. each Also available for 2'12" tubing TL·102 Weight 9.52 Ibs. each Polyethylene Sleeves These tough extruded polyethylene sleeves can be used effectively on TELESPAR
sign posts. Functional and attractive, the sleeves can reduce maintenance costs if you are presentiy painting your posts. Since the polyethylene sleeves come in a wide variety of colors,
you also have the optlon of using them for color coding. Sleeves are available in a variety of •sizes and are conveniently packaged for easy storage and dispensing. Cantilever Post Bracket
The TELESPAR Cantilever Post Bracket provides simple, stable attachment of signs to existing round poles. • " TL-322 2%" 23.00 WI. 􀁾􀁌􀁢􀀧􀀬􀀩TL-324 2V2" 23.25 Part No, DeK:ripllon
C:Pc. Tl043 . Pas! saddle 570.0 II 
Slip Base Assembly Introducing ... The Telespar Slip Base Assembly! AASHTO standards for structural supports of highway signs require that you meet the 􀁾􀁥􀁷􀀠"change of velocity standards
for 1800 pound vehicles". The Telespar Slip Base meets those requirements in accordance with the NCHRp·230 report. This anchor'S flexibility provides: • retrofitting of existing anchor
footings. • adapting to variable sizes of posts. • one of the most economical replacement costs in the industry. Accessories, Fittings and Physical Data Corner Bolts Heavy Hex Jam NutDriving
Cap TL062Driving cap protects end of support when being driven into the ground. OriveCap WULbs. Drive Rivet • Part No. Tube Size Each TL·214 1-1/2" x 1·112" 3.7 TL050 1-1/2"sq., TL·3806
TL·216 1·3/4" X 1·3/4" 5.2 1-3/4" sq., 2" sq. TL·220 2"x2" 6.9 TL070 2-1/4" sq., 2·1/2" sq. TL·222 2·1/4" X 2·1/4" 9.0 TL·224 2·1/2" X 2,1/2" 11.0 TL·015 TL·018 Elements of Section TL·016
TL·019 TL-017 TL·020 Tube Size Part Number Material Thickness Area-5Q.ln. Wgt. Lbs.Lbs.lFt. I 􀁾􀀠In:" S _10.3 r • In. 2-3116" x 2·3116" 21H12 10 (.135) 0.841 3.432 0.605 0.590 (184a
2-112" X 2·112" 24H12 10(.135) 1.010 4.006 0.979 0.793 0.965 Hl2"xHI2" 14F12 12(.105) 0.380 1.702 0.129 0.172 0.582 1-3/4" x 1-31416F12 12(.105) 0.485 2.060 0.231 0.264 0.690 2'x2" 20F12
12 (.105) 0.590 2.416 0.372 0.372 0.794 2·114" x 2·114" 22F12 12 (.105) 0.695 2.773 0.561 0.499 0.898 2·112" x 2-112" 24F12 12 (105) 0.803 3.141 0.804 0.643 1.001 , Available in plain,
galvanized. or Perma-Green finish. with 7/16" diameter holes 1" on center all four sides. t 􀁾􀀠Moment of Inertia· 􀁾􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀁾􀀠 
GIBSON & ASSOCIATES. INC. 􀁅􀁮􀁾aid Contractors 11210 􀁒􀁹􀁬􀁩􀀮􀁣􀁲􀁥􀀮􀁴􀀧􀁾􀀠P. O. 80.800579 Balch Springs. TeX8S 75180·0'579 . 2141'557·1199 PPf'PTVPl) un GaltyFAX 557·1552 August
26, 1996 lUG! 71996 Mr. David Meyers Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: Per your request,
we propose the following price for the addition of a 10" high, 12" wide curb to be used at the inside radius of the circle on the above referenced project. 394 LF of: 10" X 12" Curb
@$10.00/1£= $3,940.00 If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 7J'" !2--' Mark 'Person Project Manager • M!?/ms 
PROJECT: ADDISON CIRCLE PHASE I PUBLIC INFRASTRUcnJRE PAGEIOF2 BID NUMBER: 96-281 CHANGE ORDER NO.2 OWNEIIo TOWN OF ADDISON CONTRACTOIlo 􀁾􀁭􀁓􀁏􀁎AND ASSOCIATES DATE: 8/28196 DESCRIPTIONOF
CHANGES, TInS CHANGE ORDER INVOL YES THE FOLLOWING l1EMS: I) ELIMINATES THE RADIAL BRICK BANDS IN THE ROUNDABOUT. REPlACES THE INTERIOR 6" CURB OF THE ROUNDABOUT WITH A W mGH 12" WIDE
CURB AND REDUCES. THE lNTERIOR RADIUS OF THE ROUNDABOUT TO 66.5 FEET. 2) CORRECTS AN ERROR IN THE ORIGINAL CONTRACT AMOUNT FOR PEDESllUAN BRICK WHERE THERE WAS NO PEDESTRA1N BRICK COUNTED
FOR THE AREAS OF 6" REiNFORCED CONCRETE SUBBASE. 473) DELETES THE PURCHASE OF VEmCULAR AND PEDESTRAiN BRICK FROM THE CONTRACT: CHANGES BRICK QUANTITY IN MEWS FROM VEmCULAR TO PEDESTRIAN.
4) ADDS COST ASSOCIATED WITH SIGNAL1NTERCONNECTWORK. 5) ADJUSTS RIP·RAP QUANTITY PER REVISION IN OUTFALL CIIANNEL, DELETES HYDROMULCH. FIBERNEIT1NG. STRAW BALE DIKE CHECK DAM AND STABILIZED
CONSTRUCTION ENTRANCE AND INCREASES THE ROCK BERM QUANTITY WffiCH REPlACED THE STRAW CHECK DAM. 6) ADJUSTS THE "REMOVE EXISTING HEADWALL AND RIP·RAP" QUANlTl"Y TO ACCOUNT FOR THE HEADWALL
ON THE WEST SIDE OF QUORUM DRIVE. (pREVIOUSLY THOUGHT TO HA\VEBEEN REMOVED BY COLUMBUS REALTY) 7) DELETES SCHEDULE VIn·ALTERNATE STREETSCAPE IMPROVEMImlS ON THE EAST SIDE OF QUORUM DRIVE.
(fHESE QUANTITIES ONLY REFLECT ITEMS NORTH AND SOUTH OFTHE ROUNDABOUT. ITEM CONTRACT ' REVISED QUANTITY UNIT AMOUNT NO. DESCRIPTION UNIT QUANTITY ' QUANTITY , CHANGE PRICE OF CHANGE
SCHEDULE I ··PAYING IMPROVEMENTS : 107 8" 650 PSI FLEX REINF. CONC. PAVEMENT SY 5620i 596S 345 $31.00 $10,695.00 108 8" 650 PSI FLEX REINF. CONC DROP SLAB (STREEI") SY 1685 I 1184 ·501
$35.90 ($17,985.90) 109 4" 3000 PSI COMPRESSIVE REINF. CONC. SIDEWALK SF 4OOO! 4310 310 $2.80 $868.00 110 4" 3000 PSI COMPRESSIVE REINF. CONe. SUBBASE (SIDEWALK) SF 558081 55498 ·310
$2.90 ($899.00) 114 6" 650 FLEX REINF. CONC. INTEGRAL CURB LF 55831 5162 421 S1.50 ($631.50) 117 FURNISH VEHICULAR BRICK PAVER DELIVERED TO SITE SE 23020 I 0 ·23020 $3.37 ($77,577.40)
144 FURNISH & INST. BEDDING MAT:& INST. VEmCULARBRICK SF 230201 11333 ·11687 $2.53 ($29.568.11 ) 108 8" 650 pSI FLEX REINF. CONC DROP SLAB (STRElIT) SY 871 i 1027 156 $35.90 $5,600.40
154 CONSTRUCTION PROGRESS SCHEDULES AND REPORTS LS I I 0 ·1 $2,100.00 ($2,100.00) ISS SIGNAL 1NTERCONNECTWlRING LF 01 1200 1200 $3.74 $4,488.00 156 10" mGH & 12". WIDE 650 PSI FLEX REINF.
CONC. CURB LF :, 0: 421 421 $10.00 $4.210.00 SCHEDULE I SUBTOTAL, I (S94,947.11) SCHEDULE II" STREETSCAPE IMPROvEMENTS 201 FURNISH PEDESTRIAN BRICK PAVERS DELIVERED TO SITE 252 BALL
& BURLAP EX. NELLIE R. STEVENS HOLLIES AND REPLANT 258 FURNISH & INST. BEDDING MAT. & INST. PEDEST. BRICK SF EA SF 61865 i 70i 618651 0 64 71646 -61865 -6 9781 $1.98 $38.34 $1.52 ($122,492.70)
($230.04) S14,867.12 SCHEDULE II SUBTOTAL : I ($107,855.62) SCHEDULE In • STORM WATER IMPROVEMENTS 341 REMOVE & DISPOSE OF EX. HDWL. AND CONC. RIP·RAP 3422' TInCK STONE RIP·RAP, TXDOTTYPE
'R' 343 HYDROMULCH, TOP GUN BUFFALO SEED, PERT. AND WATER 344 F1BERNETIlNG, NORTH AMERICAN GREEN SI50BN 347 STRAW BALE DIKE CHECK DAM 348 ROCK BERM 349 STABILIZED CONSTRUCTION ENTRANCE
LS CY SY SY LF CY SY j 1686i, 1686 200 10 333 2 100 497 497 0 30 0 I ·138 ·1189 ·1189 ·200 20 ·333 $2,160.00 $37.80 $1.12 $1.43 S5.OO $150.00 S9.72 $2,160.00 ($5.216.40) ($1.331.68)
($1,700.27) ($1,000.00) $3,000.00 ($3.236.76) SCHEDULE III SUBTOTAL I (S9.248.35) SCHEDULE VI • BOSQUE PARK IMPROVEMENTS 606 FURNISH PEDESTRIAN BRICK PAVER MAT .. DEL. TO SITE ($8,809.02)
SCHEDULE VI SUBTOTAL ($8.809.02) 
I PROJECT: ADDISON CIRCLE PHASE I PU1ILIC INFRASlRUCTURE PAGB20F2 BID NUMllER; !J\S.28/ClIANGE ORDER NO.2 OWNER: TOWN OF ADDISON CONTRACTOR: GIBSON ANDASSOCIATBS DA.TE,1l/2!II96 r SCHEDULEvm
.ALTERNATESTREln'SCAl'HlMPROVEMENT8(PHASEm 801 COMPLETE IRRIGATION SYSTEM (E. SIDE QUOIWM) 802 REO OAK TREE, 200 GAL., 5"-(;" CAL., 16'·18' HT., 10'·20' SPR!!AIl 803 4" PVC SCH. 49 PERFORATED
SUBDRAIN SYSTEM 804 WEEPING LOVE GRASS 80s S'l'REIIT UGH OR TREE UGHTING PULL BOX 806 2" PVC SCHEDULE 40 S'l'REIIT UGHT CONDUIT 8111 S'l'REIIT LIGHT FOUNDATION BOO SQUARE CAP FOR LIGHT
BASE 809 3" PVC SCHEDULE 40 STREET LlGIIT CONDUIT SCHEDULE vm SUBTOTAL LS EA LP SF EA LP EA EA LF I 40 1021 29110 10 1066 14 14 1066 0 0 0 0 0 0 :1 1 ·14 ·14 ·1066 ·1 -40 ·1021 ·29110
·10 ·1066 510,260.00 $I,I.!O.20 $11.00 $003 =0 $:3.69 $388.80 $97.20 $4.91 (SIIl,260,OO) ($46,008.00) ($11,231.00) ($873.30) ($2,322.00) ($4.I4li.74) ($5,443.20) ($1,300.80) ($5,298.02)
($86,943.06) NET CHANGE BY CHANGE ORDER NO.2 ($3111.803.16) ORIGINAL CONI'RACT AMOUNT $3.517.664.44 PREVIOUS CHANGE ORDERS ($352.843.24) REVlSEDCONI'RACT AMOUNr . $2.857,018.04 􀁅􀁆􀁆􀁅􀁃􀁔􀁏􀁆􀁃􀁈􀁁
􀁎􀁇􀁅􀁏􀁎􀁃􀁏􀁎􀁔􀁒􀁁􀁾􀁔􀁬􀁍􀁬􀀡􀀠THE WORK REQUIRED UNDER THIS CHANGE ORDER WUL ADD 0 DAYS 'ID THIS PROJECT: ORIGINAL CONI'RACT TIME 550 ADDmONAL DAYS FOR TIllS CHANGE ORDER 0 A[)DTIONAL
DAYS FOR PREVIOUS CHANGE ORDER 0 REVISED CONTRACT TIME 5.!O THE COMPENSATION AGREED uPoN IN THIS CHANG60RDER ARE FOR ALL cosrs THE CONTRACTOR MAY INCUR AS A RESULT OF, OR RELATING TO
THIS CHANGE ORDER WHEl'HER SAID COSTS ARE KNOWN, UNKNOWN, FORS6EN. UM'ORS6EN ATTHIS TIME, INCLUDING wrrnour LlMITA:rION. ANY COST FOR Dl!Li\Y,llXTENDEDOVERHEAD. RlPPL!!OR IMPACTCOST,
OR ANY OI'IIER EFFECT ON CHANGED OR UNCHANGED WORK AS A RESULTOF1:HIS CHANGE ORDER. THESE COMPENSATIONS ARE FOR PULLY COMPLETEAND IN-PLACE CONSTRUc:nON. ACTUAL IN PLACIS QUANTITI6S WlLL
BE USED FOR FlNALPAYMENT. APPROVED BY APPROVED BY 'IDWN OF ADDISON COLUMBUS REALTY RON WHITEHEAD. CITY MANAGER DATE BRYANTNAlL, VlClSPRESIDENT DATE APPROVED BY APPROVED BY GmSON AND
ASSOCIATES IfU1TI'-ZOu.ARS A. J. JOHNSTON, EXECUTIVE v(cE PRESIDENT DATIl DAVID E. M6YERS. P J!. DATE 
TELESPAR Sign Support System 12 Gauge Specifications The "State of the Art" in Highway Sign Support Systems UNISTRUT A 1:qcaINTERNATIONAL L TO. COMPANY 
F. Length The length ofeach post shall have a permissible length tolerance of± \4". G. Telescoping Properties The finished posts shan be straight and have a smooth, uniform finish. It
shall be possible to telescope all consecutive sizes of square tubes freely and for not less than ten feet oftheir length without the necessity of matching any particular face to any
other face. All holes and ends shall be free from burrs and ends shall be cut square. H. Tolerances Tolerances on outside sizes: Nominal Outside Outside Tolerances at Dimensions All
Sides at Corners IW' x Ill," ±.006" 1%" x 1%" ± .008" 2" x2" ± .008" 2\4" x 2\4" ±.010" 2W' x 2l1," ± .010" 2 3116" ,,2 3116" ± .0 I0" Note: Measurementsfrom olltside dimensions shall
be made at least 2 inchesfrom the end ofthe tube. Wall Thickness Tolerances: Permissible variation in wall thickness is + .011", -.005". Convexity and Concavity: Measured in the center
ofthe flat sides, tolerance in ± .010", determined at the corner. Squareness of Sides and Twist: Nominal Nominal Outside Sguareness Twist Permissible Dimensions Tolerance in 3' Length
1lI," x I lI," ± .009" .050" 1'I." x 1%" ± .010" .062" 2" x 2" ±.OI2" .062" 2\4" x 2\4" ±.014" .062" 2W' x 2W' ± .015" .075" 23116",,23116" ± .014" .062" Note: A sample shall be considered
tofail ifits sides are not 90° to each other within the squareness tolerance listed above. 
I. PURPOSE The purpose of this specification is to describe the manufacture of square steel tubular posts, including a telescopic system, for the mounting ofvarious traffic type signs.
II. GENERAL REQUIREMENTS A. Material Steel posts shall conform to the standard specification for hot rolled carbon sheet steel, structural quality, ASTM designation A570, Grade 50. Average
minimum yield strength after cold-forming is 60,000 psi. B. Shape The cross section ofthe post shall be square tube formed of12 gauge (.105 U.S.S. gauge) and 10 gauge (.135 U.S.S. gauge)
steel, carefully rolled to size and shall be welded directly in the corner by high frequency resistance welding and externally scarfed to agree with corner radii. ___-= C. Finish Signposts
shall be manufactured from hot-dipped galvanized steel conforming to ASTM A653, G90, Structural Quality, Grade 50, Class I. The corner weld is zinc coated after scarfing operation. The
steel is also coated with a chromate conversion coating and a clear organic polymer topcoat. Both the interior and the exterior of the post shall be galvanized. D. Cross Section Perforated
sign posts shall be one or more ofthe following sizes: Size U.S.S. Gauge Weight (lbs.lroot} 1Y:z" x 1 Y:z" 12 1.70 .....,.1%" x 1%" 12 2.06 ....-2" x2" 12 2.42 ...... 2Y4" x 2Y4" 12
2.77 2V," x 2Y:z" 12 3.14 2 3I16"x2 3116" 10 3.43 2Y:z" x 2W' 10 4.01 E. Holes Holes shall be 7/16 ± 1164 inches in diameter on one (1) inch centers on all four sides down the entire
length ofthe post. On square tubing, holes shall be on centerline of each side in true alignment and opposite each other directly and diagonally. 
Straightness Tolerance: Permissible variation in straightness is J116 of an inch in 3 feet. Corner Radii: Standard outside comer radius shall be 5/32 of an inch ± 1/64 inch, _Ill. INSTALLATION
The square end of the post shall not be modified or pointed, but shall be capable of being driven into the ground by the using agency with the use of an approved driving cap, 
I HUITF2IJLl% MEMORANDUM DATE: October l. 1996 RE: Addi.on Circle Phose 1 Public InfrasU'UCIUreI, FROM: David Meyctli. Huitt-Zollars. Incf;}Jt-Fax # TO: Bryant Nail Columbus Realty Trust
770·5129 Mark Pcn;Oll Gibson & Associa!e5 .:5.:57·1552*John Baumgartner Town of Addison 450-2&37 Jim DIIffY Columbus Realty 􀁔􀁲􀁵􀁾􀁴􀀠770-5141 The following is documentation of an
error in contract quantities so 􀁾􀁶􀁥􀁲􀁹􀁯􀁮􀁥􀀠will be aware when the pay estimate amount exceeds the contract amount in the furure_ Pay llcm 152-Purnish and elllll! Buffalo grass
seed and femliz@r_ This item was set up for restoration on lIle water tower site within the boundaries of Ihe fence only, !he contract amount for the entire disturbed area wilbin the
rellce was calculated 10 be 564 SY. however Ihe correct quamity for this area is 1.078 SY, Pay Hem 343-Fumisb and 􀁩􀁮􀀮􀁾􀁬􀁡􀁬􀁬􀀠hydromulch, Top Gtm Buffalo seed. 11i:rti/izer alld
water_ Thi. item WIIS set up to proyjde stabilitalion for the banks of the outfall channel ;md !he lemporary swat.,. on the project. The area at the west end of Morri. Avenue. which
involved some gr4ding for positive drainage 10 the grate inlet. should have also been included in Ihe contract amount for this item, The contract quantity for this item is 1.686 SY.
however the correct quantity is 3.346 SY, PleaSe call if you bave any que>liollS, _______"M__" ___, ______ ,_.---,----"-􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀮􀀭􀀭􀀭􀁾••• ".---.-----,OQfI"'J/Port WQr",h/HolJSlol'lj
tI PtQI') I PhoentX I llJS1in I OntallOl San 􀁾􀀧􀁑􀀠
HUllT--ZOLLARS Huitt·Zollars, Inc. /3131 McKinney Avenue I Suite 600/LB 105/Dallas. Texas 􀀷􀀵􀀲􀁑􀀴􀀮􀀲􀀴􀀱􀀶􀀯􀀲􀀱􀀴􀀯􀁡􀀷􀀱􀁾􀀳􀀳􀀱􀀱􀀱􀀠FAA 2141871.(J157 September 30, 1996 Mr. Mark
Person Gibson & Associates, Inc. 11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Pay Estimate No.6 HZI Project No. 01-2013-01
Dear Mr. Person: Pay estimate No.6 has been signed and forwarded to Columbus Realty Trust for execution with the following revisions: The payment for brick drive repair at the water
tower gate is still not resolved and therefore pay items 148 and 149 have been marked down to the contract amount. This reduces the amount due this estimate to $162,299.72. I have also
marked through the contract quantities to reflect the revised amounts in change orders 1, 2 and 3. It would be helpful if you would update the contract quantities in future pay estimates
so everyone will understand where the quantity to date is relative to the contract quantity. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀀮􀁊􀂣􀁭􀁾􀁾􀀠David
E. Meyers, P.E. DEMIpsp cc: 􀀺􀁾􀁊􀁯􀁨􀁮􀀠Baumgartner.' Bryant Nail Jim Duffy Mark Brandenburg -----􀁾􀀭􀀢􀂷􀀭􀀭􀀭􀀭􀁾􀁏􀁡􀁬􀀡􀁡􀁳JFort Worth! Houston I EJ Paso /􀀭􀁐􀀺􀀭􀁨􀁯􀀭􀀮􀁾􀁮􀁬􀁸􀀭􀀺􀀯􀀭􀀺􀁃�
�􀁵􀁾􀁳􀀧􀀧􀀧􀀭􀁩􀁮􀁾􀁉􀁏􀀭􀀭􀁮..􀁾􀁲􀁩􀁏􀀭􀁉􀀧􀁃􀁓􀁡􀂷􀀭􀁮􀁣􀁣􀁃􀁉􀀭􀁥􀁭􀁥􀀭􀁮􀁴􀁥􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀁾􀀠
"<·UUl,;1 02 T996 Hurrr-ZOUARS Huitt·Zoliars, Inc./3131 McKinney Avenue I Suile 600 I LB 105/Dallas, Texas 75204-2416/214/871-3311/FAX 214/871-0757 Octo ber 1, 1996 Mr. Mark Person Gibson
& Associates, Inc. 11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure Pay Estimate No.6 HZI Project No. 01-2013-01 Dear Mr.
Person: As a follow up to a letter dated September 30, 1996, please note that the concrete yield loss above 8% is being paid per your request in pay estimate No.6. However, we require
that you submit your calculations ofconcrete overage broken down by street including any evidence of overage such as truck tickets, etc. If we do not receive calculations verifying the
concrete overages for this project they will be deducted from the next pay estimate. Please call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀁾􀁤􀁾􀀣􀁾􀀠David E. Meyers,
P.E. DEMIpsp cc: 􀀢􀁂􀁡􀀻􀁭􀁲􀀢􀁾􀁾􀁩􀀢􀀺􀀠 Bryant Nail Jim Duffy Mark Brandenburg G:\PROJ\O 120 120 130 lIMP3-930.L1R Dallas f Fort Worth I Houston I EI Paso f Phoenix I Tustin, OntariO
I San Clemente 
'0<. v Ult t uz 1996 f-/'ll'j'lT-7()LL'" DC::I t 1, 􀁾􀀠􀀢􀀢􀀭􀁾􀁾􀀠Huin.·ZOilars, Inc. 13131 McKil11\ey Avenue I Suite 600 I LS lOS/Dallas, Texas 􀀷􀁓􀀲􀀰􀀴􀀭􀀲􀀴􀀱􀀶􀀯􀀲􀀱􀀴􀀡􀁡􀀷􀁴􀁾􀀳􀀳􀀱􀀱􀀱􀀠FA
X 214/871.0757 September 30, 1996 Mr. Mark Person Gibson & Associates, Inc. 11210 Ryliecrest P,O, Box 800579 Balch Springs, IX 75180-0579 RE: Addison Circle Phase I Infrastructure Tree
Grate and Soldier Course at Tree Pit Installation HZI Project No. 01-2013-01 Dear Mr. Person: At the last construction progress meeting you raised some concerns regarding the installation
of tree grates and. the soldier course of brick on the perimeter of tree pits. Exhibit "An shows the tree grate installation as currently designed which illustrates your valid concern
that the 1 1/8" x I 1/2" strip of concrete is not sufficient to provide a stable long term support for the tree grate. The McKinnley tree grate, which was originally selected for this
project, included a specially designed frame (sheet 56/137) to allow for brick installation to the edge of the grate, The Neenah grate eventually selected for the project did not include
a frame to allow for brick installation to the tree grate. You have requested that a concrete band be poured to the surface allowing for added support which would be a similar installation
procedure to that recommended by the manufacturer. We have illustrated your request in Exhibits "B-1" and "B_2". The installation would call for an approximate 4" concrete band around
the grate at the surface. Although this installation is acceptable from an engineering perspective, it must still be approved by the landscape architect and Columbus Realty Trust. We
have prepared a second alternate shown in Exhibit "c" which provides a 3" wide I 112" tall support for the tree grate which would remain below the surface and allow for brick to be installed
adjacent to the tree grate as originally designed. However, this design causes the planting area to be reduced from 4'-9 3/4" x 4'-9 3/4" to 4'-6" x 4 -6". We need a judgement from the
landscape architect and your sub-contractor on whether or not this will allow sufficient space for the planting of a 200 gallon tree. Exhibit "D-I" illustrates the current design of
soldier course and tree fence installed around tree pits on all streets except Mildred. You have requested that a wedge shaped concrete piece be built behind the soldier course to prevent
sand from seeping out from under the sidewalk brick. The wedge shaped piece as requested would be a separate piece and therefore would be ineffective in preventing sand seepage. We have
illustrated a possible alternate to satisfy your G:\PROJ'O 1201301WP0930,LTR -----.....__._._----_._-_.-.._-_.._...._-_. _._._---Dallas I Fort Worth i Houston I EI Paso f PhoeniX I TustIn
I Ontario /San Clemente 
Mr. Mark Person September 30, 1996 Page 2 request in Exhibit "0_2". This design is similar to that for the soldier course at the back edge of sidewalk sections of Morris Avenue and McKamy
Avenue as shown on sheet 55 of 137. However, this design reduces the planting area from 4'-5 112" to 4'-I 112" for a 200 gallon tree. The tree fence as designed is a product of what
has been learned on previous Columbus Realty projects and appears to be the most efficient installation. The steel edge frame of the tree fence should be sufficient for holding the soldier
course in place and not allowing the sand setting bed to seep out. If sand seepage is the only concern, perhaps a 3/4" lip could be constructed on the sidewalk at the outside edge of
the tree pit as shown on E.'lhibit "0-1 ". The real problem with the tree pits appears to be one of construction sequencing. First the sidewalk subbase must be constructed followed by
the tree being planted which are both in Gibson's contract. The tree fence must be installed next since it serves as the edge restraint which is now the responsibility of Columbus Realty.
Once the tree fence is in place, Gibson can install the setting bed, sidewalk brick and soldier course. Columbus Realty Trust should be able to provide some additional insight into the
proper sequence for this installation. Please review the attached sketches and provide your comments. We will discuss these items further at the next construction progress meeting on
Wednesday, October 2nd. Sincerely, HUITT-ZOLLARS, INC. 􀀥􀁊􀂣􀀮􀁰􀁉􀁾􀀠David E. Meyers, P.E. DEMIpsp 􀁣􀁣􀀺􀁾􀀶􀁦􀁵􀁩􀀺􀀢􀁂􀁡􀁵􀁩􀁲􀁩􀁧􀁡􀁲􀁴􀁩􀀱􀁥􀁲􀀮-TownotAddison \ Bryant Nail -Columbus
Realty Trust Jim Duffy -Columbus Realty Trust Mark Brandenburg -Columbus Realty Trust Paul Shaw -Newman, Jackson & Bieberstein Jerry Morgan -Construction Management & Consulting f. O",\PROJ\01201301\
MPU930LTR 
Job No. OI'ZD Ilia IHUnT By 1:E''" Date 'M/"zetLARS I"COI'I'OAAT'I!O Chkd __ Date___ of____Sheet __ --• • • • • \ , .• , ,.. • -I o 'l---:":;:'-:=:'='􀀣􀀺􀀮􀁾􀁾􀁾􀁾􀀽􀀽􀀭􀀷􀀢􀀧􀀭􀀭􀁾-􀁾􀀠•
." . .' cJ\, o􀁾􀀠
( : . I Job No, DI2cI30 1HUITT 􀁾􀀻􀀺􀁦􀀺􀁾􀁾􀀡􀀡􀀧􀀻􀁾􀀠By Pc:l1iI.. Date '1m /q Ie·ZULMS TaskTa.I!t! a.o.ft'J'&' 1"(;01111'0."'100 Chkd Date___ ,t-L$'l"JfcV .,.'1\-.1 Sheet of____
, -1'--tlO -•.. -• • • , .. .. '1' .,. • , 􀀮􀀡􀁾􀀢􀀠. • ... """ .• .. .... . , --I I 1 , '"-, 0 • .... ,'''' . ',,', ... . 􀁾􀀮􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀀠
--" :';" ,, co o •,-•o in ,5'-0" _I _-..f._..._-. _ 􀁾􀀠􀁾􀁉􀁾􀀠NOTEr I -tl ' 􀁣􀀢􀀬􀁾􀀠&'fho'D A'r 􀀧􀁓􀁳􀀮􀀩􀁾􀁾􀁥􀀠FACE OF CONCRETE CURB 􀁾􀁔􀁒􀁅􀁅􀀠􀁾􀁔􀁒􀁅􀁅GRATE NEENAH R-8762
180· SQUARE NEENAH FOUNDRY COMPANY A 1-414-725-7000 L.£j. L BRICK PAVERS ON􀁾􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅􀀠BASE SEE SURFACE PATTERNING BRICK PLANS FOR PATTERN R.O.W. LINE , -----PVC CONDUI T -----I
FOR OUTDOOR ELECTRIC BOXES, I SEE 􀁅􀁌􀁅􀁃􀁔􀁾􀁉􀁃􀁁􀁌􀀠PLANS BRICK PAVERS BEYOND R.O.W ARE" 'UNDER SEPARATE CONTRACT. TREE PIT PLAN (MILDRED STREET> &N. T.S. E. "" X􀁴􀀫􀁜􀁾\T B-t.

• • ( HLlITI ZCUARS 'IIIICOl'lfl.OJlATfO Job No. t:!J1 z,!J'.I By 􀁾􀀠Date 9/z-IJII(, Cbkd Datc___ Sheet of--4"... • •'" w_'X ....-􀁾􀀠 􀁾􀀠... . ""'iRO' 􀁾􀀠III(oS.,. 􀁾􀀨􀀻􀀺z: If0
+i 1i i \P II: , • . • , \ , \ l .... " ..... • . , , • .',. . . . . ." -'y '-"" fQ\ 􀀢􀀧􀁾􀀠a J -.. r Q ::: {J\ I () :t {' 􀁾􀀠
, 􀁾􀀢􀁒􀁏􀁕􀁎􀁄􀀠STEEL MEMBER PAINTED BLACK BY /-:-......, , N , ,. 1\\!1 J 􀁾􀀠N ,• 􀁾􀀠􀁾􀀠EDGING, 􀁾􀀠"L" SHAPE.../Wc,,1-0-WQ. wW c W -0: 01-I::J1J.. 00 }i" Y2" ROUND STEEL MEMBER
ACTS AS POST. WELD MANUFACTURER􀁾􀁍....􀁾􀀴􀀠t' ....,t ,'" . _iOr_,􀁾􀁾􀀠.. ..• ( ). '. V,_7 􀁦􀁫􀀮􀁾􀁦􀁴􀀧􀁴􀁅􀀠L", PICKETS WELDEDfh" 49(,S oF TO 􀁾.. X 􀁉􀁾􀀢c.",CA.I!1& STEEL MEMBER
􀁾􀀢􀀠II 4" STEEL t,"ROVIDE IN WITH 3" OVERLAPS TO 􀁾􀀢􀁉􀁉􀀠4"WELDED TOGETHER IN 􀁾􀀠V STEEL EDGING AT CORNERS OF PITrHE FIELD N AND ON 36" INTERVALS DIRECTLY BESIDE EARTH STAKES. USE
30" INTERVALS FOR WITT MEWS AND PASCHAL MEWS. EARTH STAKE SET 2'-0" DEEP, WELD TO WI" It 4" STEEL EDGING AT CORNERS OF PIT AND ON 36" EARTH STAKE SETINTERVALS 2'-0" DEEP, WELD TO 􀁾􀀢􀁉􀁴􀀠4"
STEEL EDGING AT CORNERS1'1.. II "I • 􀁾-.; '2. )< n1.ue> OF PIT AND ON 36" INTERVALS􀁦􀁴􀀮􀁾􀁔􀁉􀀢􀀧􀁣􀀮􀀮􀀠􀁾􀁦􀁾􀁣􀀮􀁅􀀮􀂷􀀠 TREE FENCE & N.T.S. ,; E')(l+' g ,T ''3::::> -I ,I 􀁾􀀠
( Job No. 01 􀀲􀀹􀀯􀁾􀁴􀁩􀁊􀁉􀀠By MPt Date fh7)f1, Chkd Sheet -0 i 􀁾􀀠 􀁾􀀠 􀁾􀀠􀁾􀀠t .. .....•-􀁾􀀠:. " f {! X "' 􀁾-(i:I =I , ... -I 􀁾.,.t;" N .. t. '" . , • • • • '" • • • 􀁾􀁈.....
.. • "f •I • • -. -I'" Date--of---
REe'n OCT (l P 100t:HUITT-ZOLlARS Huitt·ZoIIars. inc. 13131 McXinney A_/Suits600/LB lOS/0aHas, Tex•• 75204·2416/214/871·3311/FAX 214/871.(l757 October 7, 1996 Mr. Mark Person Gibson
& Associates P.O. Box 800579 Balch Springs, TX 75180-0579 RE: Addison Circle Phase I Public Infrastructure B rick Installation HZI Project No. 01-2013-01 Dear Mr. Person: The design
team, Town of Addison and Columbus Realty Trust have been inspecting and reviewing the quality of the brick installations at Addison Circle. Although the majority of the brick installed
in the streets is acceptable, based on field observation and comparison to other installations in the Dallas area, there is some brick that may require replacement due to excessive gaps
between bricks and unevenness of bricks at the surface. We noted some of these deficiencies in a letter dated September 12, 1996, prior to the completion of setting bricks in the roundabout
interior band and long before the joints were swept with the sand cement mixture. In addition there are many areas where the brick is high at the concrete edge restraints. Your belief
is that the high areas should settle some with traffic traversing the bricks over a period of time. The bricks appear to be solid in terms of their stability as a unit however the excessive
gaps may cause some areas to loosen when subjected to traffic. The design team recommends that we re-evaluate the brick installation in about three months and delineate any areas that
may require replacement after settlement due to traffic and weathering. P lease call if you have any questions. Sincerely, HUITT-ZOLLARS, INC. 􀀥􀀬􀁊􂂬􀀮􀁾􀁾􀁙􀁪􀀧David E. Meyers, P.E.
cc: John Baumgartner, P.E.-Town of Addison Bryant Nail-Columbus Realty Trust Jim Duft'y-Columbus Realty Trust Paul Shaw-Newman, Jackson & Bieberstein Dallas I Fort Worth I Houston I
EI Paso I Phoenix JTustin I Ontario I San Clemente 
HUITT-Z()(JARS October 7. J996 Mr. Mark PCl$On Gibson &. Associates P.O. BoxllOOS79 Balch Springs, TX 7518fJ..OS19 RE: AddUon Circle Phase J Public InfrastlUcture Brick ImtallatiOll
HZI Project No. 01-201)·01 Dear Mr. Person: The design team, Town of Addison and Columbus Redty Trust have: been inspecting IIIld reviewing the quality of the: brick installatiolls at
Addi50ll Circle. Although the: ml\iority of the brick installed in the streets is acce:ptable, based on f!!lld ob$ervation and compvi50n to othc:r installations in the Dallas area, there
is some brick that may lequire repbwement due to excessive gaps between bricks and unevenness of bricks at the surlllce. We: noted some ofthese deficiencies in a letter dated September
12, 1996, prior to the completion ofsetting bricks in tlte roundabout interior band and long before the joints were swc:pt with the: sand cement mixture. In addilion there are many areas
whc:re Ihe brick Is high at the coJlClelll edge: restraints. Your betiefis that the high an:as mould settle iOI11e with tnd'Ik traversing the bricks over a period of time. The bricks
appear to be solid in terms 'of their stability as a unit however the: excessive g8ps may cause some areas to loosen when subjected 10 traffic. The design team recommends thlll we re-eva/lIIlIe
the brick ill5tallation in about thrco months and delineate any ami that may require replacement after settlement due to traffic and weathering. 􀁐􀁉􀁾call if you have lilly questions.
Sincerely, HUI1T-ZOLLARS, INC. %,d€.t#l1Uf David E. Meyers, P.E. 􀁾􀀭􀀮􀀭.. --------cc: U;􀁂􀁡􀁵􀁭􀁾P.Ii.-Town.ofAddison ___! Bryant 􀁎􀁡􀁩􀁬􀁾􀁯􀁬􀁵􀁭􀁢􀁕􀁓􀀠Realty Trust Jim DuflY-Columbus
Realty Trust Paul Shaw-Newmllll, Jackson '" Biebmte:in 
• HUffi-lOl..IAR<;· Odober 7. 1996 Mr. 101m R. Baump1llef. P.E. Dilecror of Public Works Town of Addison 16801 Westgrove Drive P.O. Box 144 Addison. Texas 75001 RB: Addiion C'IICle Phase
1 Detectable Waming Strip HZI Project No. 01-1822-04 Dear Jolm: The c:ummt design plans for die above 􀁾􀁣􀁲􀁥􀁡􀁣􀁥􀁤project mow I J foot 'Wi* detec1IbIe waming strip on die: Witt aDd
Paschal Mews. It was our bo;W 3l die tUm of daip dial: this WIrIIi.ns strip conld be R!qUired in .....as wben: dlere ..... DO venk:al sepaIlIIiGII between 􀁾􀁡􀁮􀁤pedcisbila tmffic dc:pendinll
upon the interprcwion of vvioos BCCI!S!ihiIity DIdards. .f'ut1bet in1Ie$tiplioa bat mvealed tIw this Mquimnent bas been SlISpellded in' I'IIIIlIa-study __iIIitialllUdiel indkare liIIt
the warning .strip provides miPimai incmlllCd sUet)' to I 􀁾impW;ed pmoa. i Tht; Texas Accessibility Stulllmis (TAS, dmd April 4d., 1994 􀁾die IlICIion en deteellble warnings at bazardous
vehit;ular _ ill 􀀮􀁾1lIRIIiD, dial: diem is 110 ItIIIdud or no;quimnImt at this time. Our original inl:11I5ion of ill. waming Itrip in this daipo was bD:d on ill. n:faCl...e in tile
July 1991 Federal Register wbiclt 􀁩􀁮􀁤􀁩􀁾􀀮􀀱􀁃􀁤􀀠ill. 􀁾for It IiII:w fotC SIrip be!lleen vetru:ular and pedestrian ll'lIffic when the wrf_ lR 􀁾sepII1Ied by QIIba. I1IiIiap or
other 􀁾􀀮􀀠• On July 18. 1996 Huitt-Zollllll <:OIItIII:IId the Ofli= of TerbtlirlllIIIi IafomIaIion ServiI:e!J Alebitel:umll and Transportation Barriers Compllance BOlI.III ill WuhinJlUII.
D.C. for c:larificaI:ioa on this i-. Ms. f!arlene SCliker ill. technital service IIlIIiliIam. willi the boIIId SIlled .... dill requin:mcnt for veI!icUIar warning strips has been suspended
IlllIil July of 1M pendiIIg llldiliQaallttldies.. M.t. Sesker a1110 _<1 dlat any project conslrUcICd prior 10 July 1998 is *" RqIIired 10 c:uaiIrUc:'I die ,_1Ible WiInIio, to be in compliance
with the barrier SIIIIdIrds. At lbe 􀁾􀁵􀁥􀁳􀁴of SlJIIaki and 􀁁􀁡􀁾􀀮we bImI panued this ..IIIrther \1ritb Ihe Texas DepIltllrlell1 of Licensing and Regullllioa 􀁁􀁬􀁥􀁾8arrien Sectioa.
0.. Aupit 26. 1996 we fued seveml piau view$ and detlil5 of the deIccIabIe W1IDIiDg strips IV Mr. Brim lk:IuermInquested I miD, en wbcdIer or DOl the warning strips 1111 RqIIired r.
this prGjeI:L 011 Sepllmber 25. 1996 Mr. HI&::_ SIafI:d in a phone conversation wiIh Da'rid Mcyas 1bat \he _ rc.uows ..federal pillow.. IIId at Ihi5 lime the detel:lablc WlJlTIing .strips
alllawdcnls ""bienlllr __ ill on _ and is !lOt I.ecl for this project. Mr. Hacker stated Ihat he i$1lOt aIlow\Id IV (IQl Ibis ill writing 110....., his supervisor Mr. flll1 Vaic:e witt
be happy to cWCIISS !he 􀁾􀁉􀁊IIIIi l1IIiIIa wiIb lbe Town _ the phone. We tealize that \he Town o! AddiaoII_ co....'!' IIbcIul 􀁾􀁭􀁩􀁾of pedesIrian iIIId 􀁾traffic. however. the grooved
WlIIlUIII SIrip doICIS lICIt pIQ'riItIIa physie:ll 'bIIrier ID prl'Yent tbia 1IIixIDre. The tRes and bolllrds have been 􀁾in a:b ill. way ., 􀁾􀁾􀁾􀁩􀁡􀁮IIId wllic:ullr trafIie. The
deWc:table WlU11ing sCrip is lICIt .. 􀁾􀁾.. iDIiIC die 􀁾􀁩􀁉􀁵􀁉􀁉􀁹􀀠􀁉􀁾as SCIIIed by the .Federal RegistCT. Both the fcdenll and flIIII: ....... IC..􀁾dial 􀁾IIlIO ftl!jmnmlCllt
for Ilk: strip at this time, theIefon:. Huilt-Zoilan; tewnUillllllll5 dill die 􀁾SII'1pI be deIeuId tiam die Will: Me"". &lid Paschal Mews and repl=!d with a sidewalk rab-tlallit an4l1r1;k(palICIII
dIpendem). 
• • r Mr. lobn Blwmgarmer 0cWber 1, 1996 " . Page 2 The llIYisiou& to tbv desip pafor die deledi:ia oldie wll'Jlia& SIrips am.:.. lIIIIIIy plllllllJd dr:IaiI sbeeIs in die CCIIISttIII:!ic
set __will (iIOC-widI misioI1I OIM:C _ m:eive wrillalllOCifia:aliOll Iha£ our 1CCO"'''kAdatjon is "ctJllble. Please ca11 ifyou have 1lIIY 􀁾􀀮􀀠􀁓􀁾􀁬􀁖􀁬􀁹􀀮􀀠ADdn!w C. Oakley. P£..
"_+-_ Senior Vice Pmident .... 1 ACOIdm : (\;\I'RONlIl8l204lJ8rOO'l,Lnt 
I HumillLIARS Dan"" • PO" Jtonh • HDIUIlO" • EII'IUD • PIuNtIliJ: • TIIIfiit • 0nrwi9 • Stu, Ckmill'k FACSIMILE TRANSMmAL Dace: loh&/,." FuNG.: 􀁾􀀭􀁚􀀧􀁅􀀱􀁮􀀠3H-Z Proj. No. (U I 􀁓􀁾􀀢􀁚􀁯􀀴􀀭No.
of Pages:_=::.--:--__ (Including Cover Sheet) 􀁔􀁏􀀺􀀭􀁲􀁾􀀠eF t$>PI.J<t"; (}11!. "'3ibfflJ 􀀶􀁩􀁎􀁾􀁾􀀠a URGENT a For YOIll' Review a Please Call Upon Receipt 0 Otig. To Follow By Mail
r .. oct it.Jeb""", Cl!c.¢=:r. SENT BY: TIME;. DATE: If:!"" ..., .,.,. ".-......... w T_ __.",.. <_111,./..." _ or "'" _.-""'0/.,.....-..-.... -..-(.1-14'-'-11. 11/1. noM 7<"" 313/McKinMy
AWIflIIII 􀀮􀁾6f}{} • Dau..s. T_ 7$204 • aU} 1171·JJJ1 • FAX (11,1) 1I7/-!J7S7