I /r COWLES &THOMPSON A Professional Corporation ATTORNEYS AND COUNSELORS JOHNM. HILL 214.671.2170 JHIU...@COWlESTHOMPSON.COM December 22, 2004 VIA CERTIFIED MAIL, RRR # 70033110000620236790
Mr. Chris Robinson Senior Vice President Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 RE: Addison Arts & Events District Festival Way Reconstruction Dear Mr. Robinson:
We villte on behalf of the Town of Addison, Texas ("Addison") with regard to the abovereferenced matter. As you are aware, Abstract was retained by Addison as the Contractor for the
construction of the Addison Arts & Events District, which included, among other things, the construction ofFestival Way. Addison has experienced inaccurate grades and drainage problems
on this street. Although not exclusive, examples of the problems include that the paving has been poured too high and too low, and that the drainage inlets are constructed improperly.
In responding to these issues, Addison requested that Abstract provide survey data on the full length of Festival Way. In response, Abstract eventually provided a letter dated February
3, 2004 and drawing dated February 4, 2004 prepared by Eric L. Davis, Consulting Engineering indicating his findings and proposed resolution. Addison submitted these materials to the
engineer of record, Sasaki Associates, Inc., to review and to offer its opinion of the proposed resolution. As you know, Sasaki indicated that the Davis report does not effectively resolve
the problems identified with Festival Way and rejected the proposed resolution. Subsequently, on or about June 8, 2004, Abstract submitted to Addison a proposed solution to the drainage
issues at Festival Way. Eric L. Davis created the proposal labeled "Festival Way Road Proposed Regrading" that was submitted to Addison (the "Davis Proposal"). Addison originally rejected
the Davis Proposal as insufficient to resolve the drainage problems and demanded that Abstract and its surety reconstruct the road according to the original specifications. Addison's
demands have thus far been rejected. At this point, Addison is evaluating all of the legal rights and remedies to which it is entitled, including litigation, if necessary. However, before
pursuing any specific remedy, Addison wishes to attempt to find a resolution to this matter that will generally address the drainage issues that exist and avoid any further controversy
among the parties. Accordingly, Addison has 901 MAIN STREET SUITE 4000 DALLAS, TEXAS 15202-3793 DALLAS T Y L E R TEL 214.672.2000 FAX 214.672.2020 WWW.COWLESTI{OMPSI)N.COM 
Mr. Chris Robinson December 22, 2004 Page 2 formulated this revised version ofthe Davis Proposal that it proposes as a solution to these problems recognizing that the Davis Proposal
does not fully comply with the design standards originally incorporated by the engineer of record. This revised version requires the following: 1) Reconstruction ofFestival Way as proposed
by the Davis Proposal. 2) Additionally, all remaining panels on Festival Way showing any cracking shall be replaced. 3) At any location where replacement of the curb causes the elevation
of the adjacent sidewalk to be higher or lower than the new top of curb, the sidewalk must be replaced to match the new elevation. Under no circumstances can the cross pitch of the new
sidewalk exceed the 114 inch per foot called for in the drawings and it must align with any adjacent undisturbed sidewalk in compliance with all applicable accessibility standards. 4)
Abstract shall have all appropriate field engineers or other qualified persons present during all pours to confirm the proper elevations are being maintained during concrete placement.
Addison must be provided with the contract required testing and inspection reports necessary for the street construction, including the subgrade. 5) No concrete is to be poured unless
a representative ofAddison is present to observe and, if necessary, point out corrective actions to be taken. David Wilde with the Addison Public Works Department should be contacted
in advance to schedule the attendance of the appropriate Addison representative. 6) The work described in Paragraphs 1-5 shall be completed no later than May 1, 2005. 7) Addison shall
continue to hold any and all monies owed to Abstract related to the Addison Arts & Event District Project until the work described in Paragraph 1-3 is completed. 8) Pursuant to Paragraph
12.2.1 of the General Conditions ofthe Contract for Construction (the "Contract"), Addison will deduct the final amount of money expended for the Construction Manager's and Architect's
services and expenses related to resolving and correcting the work on Festival Way. 9) Upon completion by Abstract and approval by Addison of the work described in Paragraphs 1-5, Addison
will release the monies described in Paragraph 7 to Abstract, less the amounts described in Paragraph 8 and less $50,000 to be retained as guarantee of a new one year warranty on the
replacement work. The $50,000 retained will be 
Mr. Chris Robinson December 22, 2004 Page 3 released at completion of the warranty period, less any funds expended to accomplish needed warranty work not addressed by Abstract. This
proposal shall remain open lUltil January 7, 2005. If you have any questions or comments, please do not hesitate to contact me. ~~.~J---Jo . ill JMH/yjr cc: Fidelity and Deposit Company
ofMaryland (Via Certified Mail, Colonial American Casualty and Surety Company RRR # 70033110000620236806) P.O. Box 1227 Baltimore, MD 21203-1227 Ms. Carmen Moran, wfIown Mr. Mike Murphy,
wfIown Me. James Duffy Mr. Larry Johnson, w/finn Mr. Ken C. Dippel, w/finn 
TRANSMITTAL 3887 RIDGELA.KE: CT. ADDISON, TX75001 PHONE: 972.241.2.816 FAX: 972.406. 1146 EMAlL"JFDGROUP@ri.ASH.NET To: STEVE CHUTCHIAN PROJECT: AAED .... FROM: JIM DUFFY DATE: 1/17/03
IRI FYI DREQUESTED oREVIEW /COMMENTD FOR APPROVAL 0 OTHER COMMENTS: STEVE: HERE IS A COpy OF RFI #6 AND THE INFORMATION I RECEIVED FROM BIRKHOFF'S OFFICE IN RESPONSE. I THOUGHT YOU WOULD
UKE A COpy FOR YOUR RECORDS. JIM 
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(Item # Description Quantity Unit UNIT BID PRICES Unit Cost 1 Mobilizationa (10%) 1 LS $33,990.00 $33,990.00 2 SW3P (5%) 1 LS $17,000.00 $17,000.00 3 Sawcut pavement 50 LF $3.50 $175.00
4 Demo -Concrete Pavement 5120 SY $5.00 $25,600.00 5 Demo -intergral Curb and Gutter 2200 LF $2.50 $5,500.00 6 Remove Trees 44 Ea $300.00 $13,200.00 7 Tree Protection 28 Ea $100.00 $2,800.00
8 Proiect Signs 2 Ea $350.00 $700.00 9 Storm Inlet Adjustment adjusting box top and grate drains 8 Ea $1,500.00 $12,000.00 10 Valve Adiustment -water and sewer 23 Ea $2,000.00 $4$,000.00
11 8" pce Pavement 5120 SY $40.00 $204,800.00 12 4" pee Sidewalk 620 SY $35.00 $21,700.00 13 ParkinQ Lot StripinQ 1694 LF $1.50 $2,541.00 14 Landscaping -5% 1 LS $2,170.00 $2,170.00
15 Irrigation System -3% 2 LS $1,310.00 $2,620.00 Sub Total $390,796.00 I I I 20% contlnegency $78,159.20 I I I Total $468,955.20 I I 5,:e:v<:=""~ P!~-f7k. /?I~~l ~ • R:\PubWorkslArts
eenter\Festival Way\Festival Way estimate.xls 
Quantity Takeoff 2·25 = 50 ( 2 entrances) see takeoff sheets -wag -assumed all trees on south side to be removed -wag -taken off of plans trees on north side -assumed all inlets to be
adjested =1100·5/9 R:\PubWorkslArts Center\Festival Way\Festival Way estimate.xls 
HP LaserJet 3200se HP LASERJET 3200 invent OCT-5-2004 8:56AM Fax Call Report Job Date Time Type Identification Duration Pages Result 256 101 512004 8:55:57AM Send 99724061146 0:39 3
OK TOWN OF ADDISON PUIII.IC woRKS • fllleht&l. rphy. P.e:. Dlrac.tor of publle Works efflce! 9121450-2813 Fax: 912145(1..2831 :·~tf& FAX':"! T"_ ~ " 18801 WdtGfOYQ I I!> _ ....-vr P.O.
BoX 9010 o..,,_!!:-----" Addi3on, TX 75001-9010 J,lo. of Pag.,(lndudlng cover), :5 " 
HP LaserJet 3200S8 HP LASERJET 3200 invent OCT-5-2004 8:52AM Fax Call Report Job Date Time 255 101 512004 8:51:28AM Type Send Identification 7043 Duration 0:54 Pages 2 Result OK To COlD.PI.
Phone # Fax # 
9724081148 p. 1 Jun 30 04 02:49p The JFD Group FAJe 972.406. 1 1.-:.6 EfMl~: JFDGROUP@F1..JI.."iH,N£;r SENDro: MIKE MURPHY FROM: JIM DUFFY =: DAVE WILDE ! DATE; 6/30/04 FAX NUMBER: 972.450.2837
PHONE NUMBER: [!) URGENT D REPLY ASAP 0 Pl.EASE COMMENT D PLEASE REVIE:W 0 FOR YOUR INFORMATiON TOTAL PAGES-INCLUDING COVE.R: 2 COMMENTS: LETTER REGARDING FESTIVAL WAY RECONsmUCTION

Jun 30 04 02:49p The JFD Group 9724061146 p.2 JAMES F. DUFFY June 30, 2004 Via Facsimile & USPS Mr. Craig Gaussiran Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 Re:
Addison Arts & Events District Festival Way Reconstruction Deareraig: On June 15, 2004 we received undated drawings with a seal date of 6·8·04 from Eric L. Davis Engineerins-Inc. titled
"Festivalway Road Proposed Regrading". These drawings are the second effort by Mr. Davis' office to design a solution to the Town of Addison's concerns about the as built condition of
Fesliva! Way. After review by the engineer of record, Sasaki Associates Inc., and the Town'S Public Works staff it has been decided this proposed solution fails to satisfactorily correct
the problems with the street. You are again directed to reconstruct Festival Way and the adjacent sidewalk in strict accordance with the original plans and specifications. Please refer
to my March 26, 2004 letter on the same subject for the parameters under which Abstract's workis workis to be accomplished, particularly the schedule and quality control steps. I want
to remind you again thet we have a narrow window between July 5 and the beginning of the OktoJ>;,rfest special event in September in which to complete this ,,-ork. ;;n9? "-"PtAJ, ~6
cc: Dave Oough Carmen Moran Mike Murphy Dave Wilde 3887 RlDGELAKE COURT' ADDISON, TX • 75001 PHONE; 972.241.2816 • FAX: 972,406,1146 )FOGROUP@FLASH.NET 
n,trc 1. 0--; '0".j Sasaki Associates Inc. 64 Pleasant Sfreel Woter:town Massrn:husetts 02472 USA t 6179263300 f 6179242748 W www.$Osoki,oom December 17, 2003 S A S A K Jim Duffy JPD
Group 3887 Ridgdake Court Addison, TX 75001 Te: Addison Arts & Events District -ConstrUction Administration SA #14516.05 Dear Jim: Our office has completed an analysis of the as-built
grading and drainage conditions on Festival Way. The analysis was based on the survey plan titled "Grade Exhibit fOr Festival Way', done by Benchmark Group ofTexas, Inc., dated 10/22103.
A copy of this plan with OUr nomtions is attached. Grades along the entire length of roadway are very irregular along the curb lines, gutter lines, and centerlJne. Slopes vary from flat
to more than 3% with no consistency. In one ease, the cross-pitch is almost 5%. Some cross-pitches run in the wrong direction. As a result, water does not flow evenly along gutter lines
and into the drainage strUctures; it JUSt runs to the low areas and in some places becomes trapped. Gutter inlets have been constructed incorrectly. According to Derail 1 on drawing
C8-8 (Town of Addison's standard demil), the opening at the inlet.houM be 6" high with the roadway paving sloped down to the bottom of the inler (the flow line elevation) over a three
fOot wide apron. The apron is also supposed to extend along the 6' length ofinlet and then slope up for 10' on either side of the inlet, creating a transirion curb from typical 6" height
from top to bottom of curb to a 10' height along the gutter inlet-Inkts have been built without the sloped apron, and inst~have a steep pitch right at the inler. T ngether with the inconsistent
grading. this compounds the problem ofproperly getting water into the gutter inlets. In some places, thf grade i. virtually flat from the roadway centerline to the guttet inler'and in
one case. at the west end of the street, the grade aCtually pitches from the inlet toward the center of the street. In our opinion, the entire roadway should be reconstructed to proper
grades and slopes. It's not possible to salvage some areas and reco~struct others since there is so much inconsistency. Ifone particularly bad section is removed and reconstrUCted, the
slopes would stiU not work properly with the sections ,that would be left. Since the curb i. integral with the roadway pavement, our suggestion is to remove all the paving and curb,
both sides of Festival Way. Gutter inlet structures should be left in place and modified at the inlet as required to meet the recon.tructed road paving. Working 
December 17. 2003 Pagel with the as-built grades for the tOP ofcurb/south edge ofsidewalk along the nOM side of the road and the top ofgutrer inlet srrucrure grades on both sides. we
could adjust our grading plan as necessaty to provide for proper slopes as originally designed and then issue the revised plan for the reconsrruction work. The surface should also have
a broom finish. which was specified but not done. Please let me know if there are any questions. Best regards. David Clough Senior Associate Enclosure: Sasaki Associates Grading Analysis.
17 Decembet '03 Cc: Carmen Moran (w/enc.). Alan Ward. Steve Harnwey. Cathy Baker. Ting Chang So$.Oki Associates Inc. 
, JAN-14-2003 TUE 02:40 PH ABSTRACT CONST FAX NQ 469 385 9753 P. 02 Abstract Construction Company 11157 Ables Lane Dallas. TX 75229 t.1 (Phone) 469-385-9723 (fa~) 469-385-9153 Aba'llract:
REQUEST FOR INFORMATION (RFI) J/11TOlr~~~b;on cJOJF~~rou~ 3697 Rldgelake Court Addison. Tx 75001 (Phonel 972-241-2816 (fax) 972-406-1146 FROM: CtaIg A. Gaussiran ProJee! Manager PROJECT:
Addison AIls & Events DiStrIe! ORIGIN: ICslHar ConsINction. Inc. (Phonel 972-838-2888 (fax) 972-838-2299 L _ 'l~-DArE; I 0111-,ji03 RFI NO.: I006 PROJECT NQ.: G0200BE ARCH. PRO, NO.:
DATE SENT: 01114103 DAYS AlLOWED 3 FOR RESPONSE: I REQUESTED RESPONSE DATE: L _SENT~ 01/17103 ~""==l-~~~ .-_ ...•~~~ . -~~~---~ L~'~~~~J~~~;;~Wrifoca~n' ,-:.--. ,< < .c. -, .-.,,~ _
'J rfh& survey crew hired by Abstnae! ConslrucliOn sent a CleW to the site on 1113103 for Inlllal sHe control as listed on the IConstruction Plans for veriftcalion. The field crew found
CTBM-l) to be 0.07 feet out HOrizontally and 0.06 feel out Vertically. In additiOn this benchmall< was destroyed by City ofMaISOn sub<:or!!rador while Field crew was on site. Crew tound
(TBM-21 to 0.10 feet out horizonlslly and 0.05 feel out vertically. Please advise ifthis does or does not meet this projects position tolerances. No right of way Information was provided
on Ih& plans. Without this informatlon we "'" unable to know if any new construction will or does encroach Into any of the Public RIght of Ways. Please advise. I I 
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS L 7502 Greenville Ave., #220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 JOHN W, BlR.KHOFF. P.E. RONALD V. CONWAY,
p.E. GARY C. HENDRICKS, p,a JOE R. CARTER. P.E. PAUL-A. CARLINE, P.E. MAlT HICKEY, p.E. DOUGLAS K SHOWERS. P.E. January 17, 2003 ROSS L. JACODS. P.E. Mr. Jim Duffy 3887 Ridgelake Ct.
Addison, Texas 75001 R.e; Addison Arts and Events District Dear Mr. Duffy; We are enclosing four copies of the Existing Condition Plan we prepared for the Addison Arts and Events District.
We have highlighted the original City ofAddison benchmark we used for the survey ofthis site. We have also highlighted the horizontal control points we established during the survey
ofthe site. This information is to be given to the surveyor staking the site for construction. Ifyou have additional questions concerning ofour survey ofthis site, please give me call.
2°ZL Ronald V. Conway, P.~ Enclosures 
Page} of} Steve Chutchian From: Jim Duffy Ufdgroup@flash.net] Sent: Friday, August OS, 2005 9:27 AM To: Carmen Moran; Ron Lee; Steve Chutchian Subject: Fwd; Festival way Update -8/5105
FYI Begin forwarded message: From: "Rich Favre" <richf@abstractmail.com> Date: August 5, 2005 8:38:42 AM CDT To: "Jim Duffy" <jfdgroup@flash.net> SUbject: Festival Way Update -8/5/05
Jim, I met with Strand on-elte yesterday and took them through the elevations/plans we received trom the surveyor. They began working on forms,steel, etc. yesterday and will continue
today. They will be staking points and pulling string to show contours. We plan on meeting with Strand on Monday to make sure that everything is correct/up to grade. I then hope to schedule
a meeting for Tuesday In order for us all to meet and approve everything. Once RUsty has approval, he will schedule the concrete pour ASAP. Ifthat schedule holds up,l hope to be done
with concrate by the end of next week. We can then use the week of the 15th to do clean-up, striping, etc. I can also make sure that all ofthe remaining punch items are complete. I already
have someone Hned up to replace the roses. The same with the control joint at Quorum. The sub that we use to do striping is also very good with a power washer so I plan on having him
remove the material on Addison Circle. That should give the city a couple ofweeks before they have any events out there. My main focus over the next couple of days is to make sure that
Strand has everything correct. Thanks, Rich 8/5/2005 
COWLES &THOMPSON A Professional Corporation ATTORNEVS AND COUNSELORS I.ARRY w. JOHNSON %14.t12.2101 WOHNSONQCOWl.ESTHOMl'SON.COM June 7, 2005 Mr. Michael S. Nixon Griffith & Nixon. p.e.
One Lincoln Centre 5400 LBI Freeway, Suite 1025 Dallas, Texas 75240 Re: Festival Way -Town of Addison , Dear Mr. Mike: Please find enclosed a fully executed original of the Agreement
of Parties in connection with the above-referenced matter. If you have any questions, please do not hesitate to contact me. Sincerely, LWJ:le Enclosure 1101 MAIN STREET SUITE 4000 DAt.I..AS,
TEXAS 7520Z-)1'93 .ALLAS T Y L E R TEt. 214.612.2000 FAX 214,672.2020 
/Mr. Michael S. Nixon June 7, 2005 Page 2 bxc (w/encl.): Ms. Cannen Moran Mr. John Hill [Finn] 
RE: DISPUTE AMONG TOWN OF ADDISON. ABSTRACT CONSTRUCTION COMPANY. STRAND & ASSOCIATES. ET Al... AGREEMENT Of PARTIES 1. The Town of Addison ("Addison") and Abstract Construction Company
("Abstract") have agreed upon a scope of work to repair festival Way (the ·Scope of Work"). The Scope of Work is attached hereto as Exhibit A. Abstract will ensure that the Scope of
Work confonns to the original construction drawings issued by Sasaki. 2. Abstract will notify Addison of the subcontractors responsible for perfonning any portions of the Scope of Work.
Within fIVe (5) business days of notification from Abstract, Addison shall have the right to approve any subcontractor chosen by Abstract to perfonn the Scope of Work. " 3. All terms
and conditions of the Contract between Addison and Abstract for construction of the Addison Arts & Events District shall apply to the Scope of Work for repair of festival Way.. To the
extent the tenns of this Agreement contradict or are inconsistent wHh the tenns and conditions of the the original contract executed by Addison and Abstract, the tenns of this Agreement
shall supersede those set forth under the original contract. , 4. Abstract shall have appropriate field engineers or other qualified persons present during all pours to confinn the proper
elevations are being maintained during concrete placement. Addison must be provided with the contract required testing and inspection reports necessary for the street construction. including
the subgrade. 5. No concrete is to be poured unless a representative of Addison is present t6 observe and, if necessary, point out corrective actions to be taken. The Addison Public
Works Department should be contacted in advance to schedule the attendance of the appropriate Addison representative. 6. The Scope of Work shall be completed between July 4 -September
1, 2005. 7. On or before March 21, 2005, Addison provided a punch list to Abstract related to the Addison Arts & Events District. Upon completion of the punch list, Addison shall release
to Abstract all but $50,000 of retainage held by Addison. Upon completion of the Scope of Work. Addison shall release to Abstract another $25,000 of the retainage held. Addison shall
keep the remaining $25,000 of retainage (the "Remainder") and Abstract releases any and all claims or rights to the Remainder. 8. The agreed-upon subcontractor for the Scope of Work
shall provide a one (1) year guara1'ltee on the Scope of Work and one (1) year maintenance bond. 9. The Parties agree to a tOiling agreement of any claims related to Festival Way until
completion of the work described by Scope of Work. AGREED this ___day of ________•• 2005. 4t:1~FFMF1«T OF PARTIES -PAGE 1 
f TOWN OF ADDISON ABSTRACT CONSTRUCTION COMPANY By: _________________________ , APPROVEO AS TO FORM: Attomey for Town ofAddison for Abstract Const uction Company A.....G -REEMENT OF
PARTIES -PAGE 2 , .. -... ..... ........ .
EXHIBIT A 1. All curb inlets in Festival Way must be reconstructed to comply with design details as indicated on sheet CS-8, detail 1 in the project plans. 2. In conjunction with the
reconstruction of curb inlets 1 & 2 at the west end of Festival Way, certain paving areas will be reconstructed. Those paving areas are defined by the north/south transverse expansion
joint separating the drive approach from Festival Way to the next north/south transverse expansion jOint east, and from the saWed east/west dummy joint adjacent to the parking areas
on the north side of the street to the dummy joint adjacent to the parking area on the south side of the street. The defined areas will be reshaped to expedite flow of storm water to
the corrected curb inlets. 3. Remove and re-pour paving panels in Festival Way at the southem end of the Pergola. This area is defined as the panel incorporating the storm and sanitary
sewer manholes and the panel east to the first transverse expansion joint. This area is to be removed from curb line to curb line. Reconstruction of curb inlets 3 & 4 is to be included
in this area. 4. Remove the two paving panels surrounding catch basin 7 and panels to the west if necessary and replace in order to property direct storm water into the catch basin.
All concrete removal will be done within the areas defined by existing jOints. 5. Rout and seal all remaining cracks in Festival Way using an approved silicone sealant. 6. Any parking
striping or traffic control elements damaged during the work must be restored. ~ -----.. -..,.---...................eo. ft ......... ., 
j j j j j j j j j j j j j j j 
Re: Dispute among Town of Addison, Abstract Construction Company, Strand & Associates, et al. AGREEMENT OF PARTIES I. Within the next thirty (30) days, the Parties will work to develop
a scope of work (0 repair Festival Way. The scope ofwork from Surety shall include engineered construction drawings of the scope of work subject to approval by Addison. Paragraphs 2
-10 are contingent upon developing an agreed-upon scope of work. 2. Within five (5) business days, Addison shall have the right to approve any subcontractor chosen by Abstract/Strand's
Surety to perform the scope of work. 3. All terms and conditions of the Contract between Addison and Abstract for construction of the Addison Arts & Events District shall apply to the
scope of work for repair of Festival Way. 4. Abstract shall have all appropriate field engineers or other qualified persons present during all pours to confum the proper elevations are
being maintained during concrete pLacement. Addison must be provided with the contract required testing and inspection reports necessary for the street construction, including the subgrade.
5. No concrete is to be poured unless a representative ofAddison is present to observe and, if necessary, point out corrective actions to be taken. The Addison Public Works Department
should be contacted in advance to schedule the attendance ofthe appropriate Addison representati ve. 6. The scope ofwork shall be completed between July 4 -September 1, 2005. 7. By March
21, 2005, Addison shall provide a punch list to Abstract related to the Addison Arts & Events District. Upon completion of the punch list, Addison shall release $100,000.00 of monies
held. Upon completion of the work described by the scope of work in Paragraph I, Addison shall release all remaining monies held. 8. Either Strand Surety or the agreed-upon subcontractor
shall provide a one (1) year gUarantee on the work perfonned under the scope of work and a one (I) year maintenance bond. 9. The Parties agree to a tolling agreement of any claims related
to Festival Way until ~ completion of the work described by scope of work. 10. Abstract and/or Stand's Surety shall make a payment (or retained funds) totaling $25,000.00 to Addison.
AGREEMENT OF PARTIES Page I 
Agreed this ____ day of March, 2005. TOWN OF ADDISON ABSTRACT CONSTRUCTION COMPANY BY: ______________________ BY: _____________________ STRAND & ASSOCIATES, LLC NAS INSURANCE SERVICES
BY: ______________________ BY: ______________________ APPROVED AS TO FORM: Attorney for Town of Addison Attorney for Abstract Construction Company. Attorney for Strand & Associates,
LLC Attorney for NAS Insurance Services AGREEMENT OF PARTIES Page 2 
·'. C~OWLES &THOMPSOG \ A Professional Corporation ATTORNEYS ANO COUNSELORS 214.$72..2170 JHILL@COWLESTHOMPSON.COM December 22, 2004 VIA CERTIFIED MAIL, RRR # 70033110000620236790 Mr.
Chris Robinson Senior Vice President Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 RE: Addison Arts & Events District Festival Way Reconstruction Dear Mr. Robinson:
We write on behalf of the Town of Addison, Texas ("Addison") with regard to the abovereferenced matter. As you are aware, Abstract was retained by Addison as the Contractor for the construction
of the Addison Arts & Events District, which included, among other things, the construction of Festival Way. Addison has experienced inaccurate grades and drainage problems on this street.
Although not exclusive, examples of the problems include that the paving has been poured too high and too low, and that the drainage inlets are constructed improperly. In responding
to these issues, Addison requested that Abstract provide survey data on the full length of of Festival Way. In'yesponse, Abstract eventually provided a letter dated February 3, 2004
and drawing dated February 4, 2004 prepared by Eric L. Davis, Consulting Engineering indicating his findings and proposed resolution. Addison submitted these materials to the engineer
of record, Sasaki Associates, Inc., to review and to offer its opinion of the proposed resolution. As you know, Sasaki indicated that the Davis report does not effectively resolve the
problems identified with Festival Way and rejected the proposed resolution. Subsequently, on or about June 8, 2004, Abstract submitted to Addison a proposed solution to the drainage
issues at Festival Way. Eric L. Davis created the proposal labeled "Festival Way Road Proposed Regrading" that was submitted to Addison (the "Davis Proposal"). Addison originally rejected
the Davis Proposal as insufficient to resolve the drainage problems and demanded that Abstract and its surety reconstruct the road according to the original specifications. Addison's
demands have thus far been rejected. At this point, Addison is evaluating all of the legal rights and remedies to which it is entitled, including litigation, if necessary. However, before
pursuing any specific remedy, Addison wishes to attempt to find a resolution to this matter that will generally address the drainage issues that exist and avoid any further controversy
among the parties. Accordingly, Addison has 901 MAIN STREET SUiTE 4000 DALLAS, TEXAS 75202·3793 o ALL A S T Y L E R TEL 214.072"2000 FAX 214.672.2020 WWW.COWLEST14{)MPSGN.COM 
Mr. Chris Robinson December 22, 2004 Page 2 formulated this revised version ofthe Davis Proposal that it proposes as a solution to these problems recognizing that the Davis Proposal
does not fully comply with the design standards originally incorporated by the engineer of record. This revised version requires the following: 1) Reconstruction ofFestival Way as proposed
by the Davis Proposal. 2) Additionally, all remaining panels on Festival Way showing any cracking shall be replaced. 3) At any location where replacement of the curb causes the elevation
of the adjacent sidewalk to be higher or lower than the new top of curb, the sidewalk must be replaced to match the new elevation. Under no circumstances can thecross pitch of the new sidewalk exceed the 114 inch per foot called for in the drawings and it must align with any adjacent undisturbed sidewalk in compliance with all applicable accessibility
standards. 4) Abstract shall have all appropriate field engineers or other qualified persons present during all pours to confirm the proper elevations are being maintained during concrete
placement. Addison must be provided with the contract required testing and inspection reports necessary for the street construction, including the subgrade. 5) No concrete is to be poured
unless a representative ofAddison is present to observe and, if necessary, point out corrective actions to be taken. David Wilde with the Addison Public Works Department should be contacted
in advance to schedule the attendance of the appropriate Addison representative. 6) The work described in Paragraphs 1-5 shall be completed no later than May 1, 2005. 7) Addison shall
continue to hold any and all monies owed to Abstract related to the Addison Arts & Event District Project until the work described in Paragraph 1-3 is completed. 8) Pursuant to Paragraph
12.2.1 of the General Conditions of the Contract for Construction (the "Contract"), Addison will deduct the final amount of money expended for the Construction Manager's and Architect's
services and expenses related to resolving and correcting the work on Festival Way. 9) Upon completion by Abstract and approval by Addison of the work described in Paragraphs 1-5, Addison
will release the monies described in Paragraph 7 to Abstract, less the amounts described in Paragraph 8 and less $50,000 to be retained as guarantee of a new one year warranty on the
replacement work. The $50,000 retained will be 
Mr. Chris Robinson December 22, 2004 Page 3 released at completion of the warranty period, less any funds expended to accomplish needed warranty work not addressed by Abstract. This
proposal shall remain open until January 7, 2005. If you have any questions or comments, please do not hesitate to contact me. JMH/yjr cc: Fidelity and Deposit Company of Maryland (Via
Certified Mail, Colonial American Casualty and Surety Company RRR # 70033110000620236806) P.O. Box 1227 Baltimore, MD 21203-1227 Ms. Cannen Moran, w/Town Mr. Mike Murphy, w/Town Mr.
James Duffy Mr. Larry Johnson, w/firm Mr. Ken C. Dippel, w/firm 
#LPlot( A/,A Lt:: #4 711 --~----------~----------------------~ !I q I/vc!?/c"'-!t-c (:-A-j) 0-= 1-1 vt; ~ !<d/!U yP/!iC,4e, FI?rlAI/A1.II, ( J:t.4tlfe flD PSr.A..,;" -§rlli&7111l&. DAAU
6-e ,!i il C£!tel::: !4!: /'rU~ 4 f) 51{, I r"<e."'-'I)) ( () ,/2A (/V A fi [' Re ? ,4 t/i' T1k . /i! tV€: tv " ;&>A D iv( t-L Be l3uTC(*,~.o ( IT : : ,! ; ! t.v{C.L .>H-" 0/. i . ,
i 
JAMES F. DUFFY March 26, 2004 Via Facsimile & USPS Mr. Craig Gaussi:ran Abstract Construction Company 11157 Ables lane Dallas, TX 75229 Re: Addison Arts &Events District Festival Way
Reconstruction Dear Craig: As you are well aware, for a number ofmonths we have been analyzing and evaluating problems with the construction of Festival Way done under your contract
with the Town of Addison, dated November 7, 2002. You had previously been notified that the as bu:ilt condition was not acceptable to the engineer of record or the Town. Abstract requested
an opportunity to have another engineer review the situation to offer alternative solutio:ns. On February 5, 2004 you provided us with a letter dated February 3, 2004 and drawing dated
February 4, 2004 prepared by Eric L. Davis, Consulting Engineering indicating his findings and proposed resolution. 1'he Town had the engineer of record, Sasaki Associate~ Inc., review
those documents to offer their opinion of the proposed resolution. Sasaki has indicated to the Town that the Davis report does not effectively deal with the problems identified with
Festival Way and has recommended against the proposed resolution. The Town is in agreement with Sasaki's findings. The Town of Addison has determined that Festival Way and its adjacent
sidewalk are not built in accordance with the plans and specifications defined in the contract with Abstract Co:nstruction Company and therefore is rejected. You are hereby directed
to reconstruct Festival Way and the sidewalk in strict accordance with the original plans and specifications. No construction can take place during the period from April 17, 2004 to
July 5, 2004 because of events booked at Addison Circle Park that would be disrupted by such an undertaking. Please schedule the work accordingly. Prior to the start of reconstruction
of Festival Way you must provide us with a schedule detailing 3887 RIDGELAKE COURT· ADDISON, TX • 75001 PHONE: 972.241.2816 • FAX: 972.406.1146 lFDGROUP@FLASH.NET 
-2-March 26, 2004 how you intend to undertake the rebuilding of the street. That schedule must include sequence of events and durations clearly identifying your plan. Before any concrete
is poured for the new street we need written confirmation of the correctness of the grades of all elements of the construction including inlets, valve boxes, cleanouts, etc. In addition
include formwork elevations to assure the Town and Abstract that everything is properly prepared for the new concrete. We also expect you to have the appropriate field engineers or other
qualified persons present during all pours to confirm the proper elevations are being maintained during concrete placement. Of course, the Town must be provided with the contract required
testing and inspection reports necessary for the street construction, including the subgrade. No concrete is to be poured unless a representative of the Town of Addison Public Works
Department is present to observe and, if necessary, point out corrective actions to be taken taken You should contact Dave Wilde in advance to schedule the Public Works representative.
Regards, Jim Duffy cc: David OoUgh Carmen Moran Mike Murphy Dave Wilde 
Puuch-list of Festival Way and perimeter of Addison Circle Park Addendum 10/03/29 Jim, Upon further inspection, the Public Works staff has found several more punch list items, or changes
to existing punch list items. Please include these on your final punch-list. 1. Fire Lane markings are inadequate. According to Town of Addison Code ofOrdinances Section 8286 (7) "It
is unlawful to park a vehicle within 15 feet ofany fire hydrant". Furthermore, State Transportation Code 545.302(b)(2) also states "An operator may not, except momentarily to pick up
or discharge a passenger, stand or park an occupied or unoccupied vehicle: (2) within 15 feet ofa fire hydrant"* 2. Re-do ADA ramp to meet specifications. Section 02750 Part 1.03A states
"Comply with the applicable requirements ofthe following standards" Subsection 3 lists Americans with Disabilities act (ADA) as a standard that must be met for all work performed. No
exception is given for work that the contractor was specifically told NOT to do but chose to ignore ignore the contract documents, and did anyway. Furthermore, section 027501 part 1.04(b)
(Quality Control) states "Work and materials shall conform to applicable sections of Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities. " 3.
Remove and replace 39 panels marked with yellow paint, to correct: Gouges in surface ofpavement between valves and MH at Wend ofFestival Way (FW). Pocked surface at valve and redwood
(first redwood E ofAddison Rd. (AR». Patch attempt in S. center panel (3mE ofMain Stage redwood). Gouges in S curb, 3mpanel W offire lane marking. Broken comer at centerline, r redwood
W ofPergola. Cracks in pavement * 2nd and 3mmels W ofPergola inlets, 151 panel at manholes, at inlets, at Pergola, and at 1st, r, 5th, and 6 panels E ofPergola. 4. Provide the specified
broom finish over the entire length ofFestival way. 5. RE-do curb inlets I, 2,3,4,5,6 and catch basins 7&8 so that they will actually drain runoff. Please see the attached photos ofthe
inoperable drainage. 6. Extend the metal lip on the colunm fountains so that the condensation on the underside ofthe lip falls into the pool, not onto the stonework. 1 
Events ofSeptember 1tf'. ZOO] 1. Experienced heavy rainfall in afternoon (approx. 1"-2"/hour). 2. Received call from Barbara K about 4:20 pm she said they were experiencing substantial
flooding inside ofrestaurant tent just west ofstage, received same call from Slade S a few minutes later. 3. 4:25 pm I directed Utility Crew and Engineer to take large pump to site and
remove water from tent area. 4. 4:30 pm I received call from Chris to come out to site to see ifwe could determine problem for future reference. 5. Had water evacuated from site by 5:30
pm, kept Utility Crew on sight until last rainfall threat passed. 6. Walked site next day to determine what caused drainage system overload. What we saw when we arrived 011 site: 1.
Area around drain inside oftent completely submerged (approx. 24"-30"). 2. Were able to immediately determine that we could drop a submersible pump into manhole just outside tent to
clear water from inside. 3. Once we turned pump on --inside drain evacuated water within a couple of minutes, which would tend to support idea there was some type ofblockage. SomeIt!egs:
1. Place vault and sump pump near entrance manholes to each drainage field to pump water directly to street drainage system. 2. Put concrete aprons around each area drain and re-grade
to funnel water into area. 3. Completely re-grade area above fountains to properly direct water to area drains. 4. Consider future placement of restaurant tent outside area drains. 2

II {Mit -ro ~tJ 4f!JJT uqlt+ pit: /\AAf--~f C;;~, z . ~ M!2Yt1o ~ ctlv-fo:t 10 cevvvpk?W-hr ~\~ ~f'l~. WA!:. .' . /.' 3, LUvtLt tUll\ ~ '~fy{v\ 0t-t;';1 t. JW: I~ J, tk~p~ ~~.~ rf \'ow<
~~~1i ~~£> ~'f~ C; tt;~ltJ(r wvl . t1K ~p~N l)r1·-n~ ~. ()tJ1~\L-Ih· fvt-Lt'M6\D., 0· ~{~~ ~Ml-. 'to>fl-t]:.(t-\ WlU ~~--CO[\t~~ LUI\I ~D b. ';;w~tI TD ~ IN Pt~ t>1= ~\ MDLJ~D· 
Jim, We appreciate the efforts that you have made to identify the deficiencies in Festival Way. We would be glad to meet with you and the Engineer, Sasaki, to further identify the problems
that must be corrected in the roadway. The fax that we received only identified a portion ofthe overall problem that currently exists. For example, the surface finish, the extensive
cracking, improperly constructed inlets, poor drainage patterns, and the damage placed on the pavement as a result ofpoorly adjusted utility valves and manholes, must be completely addressed
before the Town can accept the street. It will be interesting to see what recommendations the Contractor win submit to your office. However, it is ultimately the responsibility ofthe
Engineer to complete the evaluation and recommend necessary actions. At the very least we would expect that a new roadway would drain properly, have the finished surface that was specified
and be free of cracking. Therefore, we recommend that those areas that do not meet these these minimum standards be removed and replaced. In addition, the overall site drainage system
is in need ofauditing by the Engineer. Specifically, the construction ofthe system versus the design must be reviewed in the field (Le., surveying, etc.) and in the office (i.e. calculations,
etc.). Large tents tend to change drainage patterns and runoff quantities, and should be considered. Please let Mike Murphy or other members ofthe Public Works staffknow what action
will be taken as soon as possible. 
----Nov 17 03 10:06a The JFD Group 9724061146 p. 1 ADDISON, TIC 7500, FAX.: 972.406.1146 EMAlL.:JF..I..>GOOUP@FLASH.NET SENDro: STEVE CHUTCHIAN I;ROM: JIM DUFFY cc: CARMEN MORAN DATE:
11/17/03 FAX NUMIJI!.R: 972.450.2837 972.450.7043 PHONE. NUMBER: DURGENT OREPLYASAP ~Pl£A$ECOMMENT ~PLEASEREVIEW OFORYOURINFORMATION TOTAL PAGES, INCLUDING COVER: 6 STIEVE. HERE IS THEARCHITECT'S
REVIEW OF THE IN PLACE GRADES ON FESTIVALWAY. I HAVE ASKED THE CONTRACTOR.TO COME BACK TO ME WITH RECOMMENDED SOLlITlONS aYTHE END OF THE WEEK I WOULD APPRECIATE YOUR INPUTAS TO APPROPRIATE
CORRECTIVE AcnONS. IN THAT SAME TIME FRAME IF POSSIBLE. JIM 
Nov 17 03 10:06a The JFD Group 9724081146 p.2 NC1J IS 2003 17'S3 FR SASAI< I ASSOC IRTES 16179237220 TO 919724061145--14 P.0!/05 ill facsimile 02472 USA t 6t7 926 3300 f 6179242746 November
15. 2003 ... Jim Du!/y Cc: Alan Word, Cothy aok.ar. nng Chotlg JfD Grovp r...imI1e no. 972 406-1146 di.... I.... 6179237331 project ....... c Arts & Even'" Di,triel p ...joct..... 14516.05
___..,. DC d_li.. 6179237331 Jim. I iu.1 fini.hed checking the grading along F".~vol Way. In general. o'ea, where there are dise'epooci.. from design graoe, are at the wesl end of II...
slTeeI. 01 !he ,,,,,II. end 01 the per9olo. 01 .h .. south end of the nom...ovlh WQlk through the park, and CIt the oosl end of!hv "reet. 1'"" marked up .pol elevot,ol\$iho! differ by
1" or more. • think Illal dilfe""""" oj Ie.. Iha. I" 0'" not .ignlficon!. AI>o I've loo~nd primarily 01 the rood g,ad"., not lop of curb elevation., .ince "",d g,od... or.. most c'i~collo
draincge. Guller g'ode, on II... north .id" of femvol Way ore generally OK. I've checked some 01 the o,,,,,pilehe. on tho sid""-'Ol~ ond they o,e mostly of 2%. with a few .1i9h11y aver
thet At Ihe west end. I've found thot Ihe !;urb Inlel on the sov!l. side i. 4" high end !he grode at the cenlerline to the nol1h ollhe inlet i. 21/2' low. As 0 result, mo>! of the wo""
must be ~owing away from the inlel ond towerd the middle 01 the ••reel and from there oUl to Addi.on Rood, 0$ Dove Wild. soid thol he observed. Obviously thi. situalion hIlS to be corrected.
Th. curb inlel on Ihe north sid. is lower thotlhe cenlerline g,ade, so we"'r .hould be flowing into it, but tho .;rosspih:h on the rood i. oboul 1%, nel 2% os """,iRed. Mo,t of lhe g,ad
... allhe .aum end of the pergola 0'" too low, bullhe curb inle' grades Ofe 01.0 correspondingly low. so il appears that rhe droinoga do<>, wort; ho_. two spol grade. in .he middle of
the sit.,." ore 3 to 4" low, c_fing a Dol a~ with not enough cra..pilch 10 dmin properly. Grodes around !he sovlh end of the nO!1/".auth wolk ore boll, lao high ond 100 low in ploees,
I've marked one oreO whe'e lIle gUller grode drop ...bout 6" over (> 5' Ienglh. ""oling ot leesl 0 10% s!o"". and illook. like ,I", lop of curb ond guner grode. ore at about !he •.,me
elevo~on. This cO/ld1lloo also oppeors '0 creal. " cro"'pitch on Ih.. ,Id_olk thors much morelh.n lhe ,,2% allowable by ADA. Asl'vo noted on th. ",Hochment, 2 guile, ond bock of curb
9",d•• muot be reversnd. The guller i. shown higher than .he lOp of curb. 
Nov 17 OS lO;07a The JFD Group 97240S114S p.S NOV 15 2003 17:53 FR SASAKI RSSOClflTE5 1617923722B TO 919724061146--14 P.02/05 ~ looks like "'ere .tlli ore di"'repQncies will! design
grades 01 she "o,f end. of 'he Quorum OrNe i"Ie"""Iion. Two gutter grad., ore 41/2" 100 hilJll, with a grade at !he centenin<> ihol i, Io~. However, since Ihe cenlerline grade just 10
the we,l i. 4' lower Ihon deoigned. il ""''''' Ihol wole. does flow In:>m the in"'rse<:/ion in " W8>terly di"",lion and Ihen inlo the curt. inlets. If nc cn .. has "b..rved problem.
with drainage in Ihis oreo, maybe Ihi. i. occeptoble. I've morked co .pol grade at a drain manhot .. with a question mork. €I"""lion 624.82 is labeled os "Gu'"' but if it i. really the
monhole .I""olion, il i.loo low. I'll send a print of the whole sheet early nexl week when I'm bock in the office, bUll wanled 10 gelthi' off to you, as you reque.ted. PI...,,,, lei
me know if Ihere """ cny "l"",lion •. 
Nov 17 03 10:07a The JFD Group 9724061146 p.4 ~ OVO;! Nos,ad" NOV 15 2083 17:53 FR SASAKI ASSOCIATES 161,79 237228 TO 919724061146--14 P.03/BS ! ; i " ... .. ... "'" o Q 5 
9724081146 p.5 Nov 17 03 10;07a The JFD Group 16179237220 TO 919724061146--14 P.04/05 NOV 15 2003 17;53 FR SASAKI ASSOCIATES ...,-' :.P~ ~ ~.. -i!::"'-"cia'l otf:j ...0 ru X~J d"132t
(Y) <J) x -*''I'" 
~I "l~'11 '1./.. ~ , -..... fI .. Gil P)clf&2t.n J> ~4.r IIWWUllt ..tV " '~''''',''' ,~ U;;:n P!hr6214. ~lll ' a.-.. I ~ ~ .:t...... .." 1"1 -..._'" flll(tR).1. WW-L: , '1 ,I I U lr
o 0 631.53 '.65 ~\O/K ~K xS\O/1< 632.21 • xS\J'I< 632.48. 0 631.64",BC 631.44 ~631.85 UT GUT t BC632. B~ 631.22630.89 ... 11( IiW ~2 6~ ~ ,-1[;5 GUT 631.33 • ~~ ~~~.S~ ~U4Ar ~::t1[ w
~L ~3 . 6~ ~f-'-'1i.r II/I'-/~'~CXL 630.92 ... ~ oj 631.35 10"':> ' t") ("'ll-r t' ""lI1 ("\"'l .-. J"" a. :z o < ~ §~ ~w Ul ~~ ~-.l cl llI ,* 't:. :B .... ,~t ~~ i ~L. ; _'11 • m; _0
DC iii" Ul t-'_.. to"" .I '" ~ ~ t, , i ......... ~ I I II I.~I, ~...-,"' JI ; 0-l (ll ."'.-~""J"I! .I;.:.l,NJ ,,,.,,,: [~"" : 1\,)0 ! ' .... A Crl ;J>-:W/f'\. .......... ·r.... !:::
l. ~••"..... • ~ .... .. ~...... I (J)aJ ....; r I ~ ./~ .....#;:-;.;n ".~,..•~ lJiI ·~..:<..:j:::::~'-~ ~ /,,/' Y r "(J') 
Nov 17 03 10,08a The JFD Group 9724081148 1" 1 Aot»SON. TX 75001 SEND TO: STEVE CHUTCHIAN FROM: JIM DUFFY CC: CARMEN MORAN DATE.: 11/17/03 FAX NUMBER: 972.450.2837 972.450.7043 PHONENUMBER:
oURGENT 0 REPLY ASAP I!IPLEASE COMMENT I!I PLEASE REVIEW 0 FOR YOUR INFORMATION TOTAL PAG£S, INCLUDING COVER: 6 COMMENTS; STEvE, HERE IS THE ARCHrrECT'S REVlEW OF THE IN PLACE GRADES
ON FESTIVAL WAY. I HAVE ASKED THE CONTRACTOR TO COME BACK TO ME wrrH RECOMMENDED SOLUTIONS BYTHE END OF THE , WEEK. IWOULD APPREClATEYOUR INPUT AS TO APPROPRIATE CORRECTIVE ACTIONS,
IN THAT I SAME TIME FRAME IF POSSIBLE. JIM 
Nov 17 03 10:0S8 p.2 fO.J 15 28ro 17:53 til 64 p..,.... Su... WcdeffQWl\ h1o!KJem.seftI Q24721JSA • 6179263300 f 6179242748 The JFD Group 97240S114S FR SASAKI A5S0C!i'lTES 1617ge37220
TO 919724061146--14 P.01~ facsimile .", November 15, 2003 ... Jim Dully Cc: Alan Wold. Coih., 8o\.r~ ilng Chong JFD GrOIJp ..,..;..t """'0 Arb & even" Di.,riel proj<dnv. 14516.05 -....-Ior
oc Jim, I iu.,lini.hed checking th.. grading along Fe>livol Wrrro In general, or.o. where th..... ore digrepa""i.. from design grode, are 01 the we" end 01 Ike street, ", the .oulh end
of th" p0'Sola, alth.. south end of the north.$outh _II< through the pot!<. and ", the 00$1 end of !be slree!. r... marked up spol "eYOlionolhat dilfer by I' or "",re_ IIb'nk that differences
of Ie.. Ihon '" ore not 'ignif;';on!. AIsQ I'"" looked primarily "'the rood grad"., "oliOI' of curb "Ievalion., .ince .acid grodes ore mosl crmcol to drainage, Guile, grode. an the no""
,ide of festival Wrrr are generQl1y 01<. I've checked 'MI" of th.. cro ..pilch.,. on lhe sidewolk and they ore !nosily o! 2%, with 0 few slightly ov"r !hal. PI Ihe we,t end, I've found
lhgtlhe curb inlel gn the 50.11. side is 4" high ond 11." 9rode 01 the ceruenine to lhe ""'*' of the inlolls 21/2" low. A." .......11, mO$l 01 the _ must be flowing OWrr( from the inlel
and toword the middle of the ,Ireel and from Ike,e Oul to Addison Road, 0$ Dove Wilde said thol he observed. Obviously this ';!\Jolion has 10 b. corre<:~. Th. curi> inlet o. the IlOrih
$id~ i. lower thai the cen!eriine grad .. , .0 waler should be IIQwing inlo it, but tho c,o..pilch on tf.e road i. obout 1'Jr., nol 2% 0> ",..d~ed. Mosl of the grad ... '" the .outh
end 01 the pergola ant toe low, bull... ,urb inlolsrndes are a/so correspondingly low, so il appears tho! the d",inagQ does work; however, Iwo .pot grad.. in th. middle of thlt .""..
are 3 to 4" low, creating 0 flo! 0"'0 with not enougk .,o..pilch 10 drain properly. Grode. around the soUII-end of th.. norfh-sou!h walk a'" both 100 hi9h ond loa low in ploces. I've
morked one orea where the gulter grade drop. "bout 6" <war 0 5' length. creaflng OIleasl 0 10% 010"", ond illooks like lhe lop of curi> and 9"IIar grCld•• are 01 Db.,.., the .ome ei_rion.
Thi. condilion 01.0 "1'fH!O" 10 creole 0 e"".pitch on the sidewalk thol's much I!>Ofe IhOll the <2% allowable by ADA. A. """, noted on the onoch"",nt, 2 g_r ond back of curb grodes must
be reversed. The 9-is shown high..,. than Ihe lOp of GUm. 
Nov 17 03 10,07a The JFD Group 9724091149 p.3 NOV 15 = 17:53 FR SRSi'!I<I ASSOCIf'lTES 16179237220 10 919724061146--14 P.02/05 b 100,", like !he"••tlil ate discNlPOncl... wllh .las'sn
grades otlb" east end. allhe Quorum Drive I_lion. Two 9'1_ grGd". ora 41/2" 100 high, willi a grade at !he cente.tin" thai i. lower. Ho,"""or, .ince Ihe cenle~ine 9'0. just 10 Ihe wesl
i. 4" lower !han designed. it "",m. Ihol wole, does Row If"", Ih" i."'rsedion in " w..hI<ly dim:fion and then into Ihe "urb inlets. II no 0",' has observed problem. with drainage in
this orea, mO)'be this is <l<:<:8plable. 1'... marked a $palgrGde 01 a drain manhole with a queslion mark. El"",,'ion 624.82 is labeled a. "Gut", bul if UI. really th. monhole e/eYolion,
it i. 100 low. I'll send 0 print of !he whole sheel eorly next week when I'm back In Ih .. office, bUll wanted to geilliis off to you, o. you requested. Please lei me ~now If lhere ore
any qw>liono. 
--9724061146 p.4 Nov 17 03 10:07a The JFD Group ~ e ...n U NOV 16179237220 TO 919724061146--14 P.03rBS 1~ 2003 17:53 FR SASAKI ASSOCIATES I I i ~ " .. ....., """ o .5 .i 
9'124061146 p.5 Nov 1'1 03 10:07a The JFD Group 16179237220 TO 919724061146--14 P.04/05 . '" t-OJ IS 2003 17:53 ~--~~ ~.. FR SASAK I A5SOC lflTES OU? .,J) ! ! i t ".0'1 -*,. .. X-U'
x 
631.53 • xS\Jk '6o5 ~K SxWO K xS\JK 632.21 C 63t.6~GJU3TC 631.44 0/1 ' 632'~63~85 6~r.22630.89 ~ llr63~<;:r GU~631.33 I ~~ 5~ ~...JID tS~ ~~ .1.. fJl:t w~~ r~'f ~.J ~n"ti,r 4"j"!(§N!L630.92
.. ..J .. I,) -; L ,6 ",". 9. ::z o " ~'....'. ,'.. lr~:'v h ~ /lttIl12,... ~11~ . '~ ._ I, ,:}" ..tr.iiOb QAft)t ~ ~'. .","_,J< I ~ '"1IlIt,n II .,;j.... @I"-'· -. --~ ~If'-'b ......"
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1.'.IJl ·0 . , !S "" e,w" , '" 0 ; ~.o..O> ~.fi' " , ....-. "cf'..."'-.~... ..... .(,' "" /,.... l: ~ .. " . I (1't 0'} ~ .: ·: I :~%" ","" ,... .... '1J ~....-'l';: ;'/• ,./:.~ til
. r,-;~:;f;~'" m ~ y.Y ? -cIII U 631.35 (0 'I rl t-r 1' ...... 1 n.-.,. _. I'*""
JAMES F. DUFFY October22, 2003 HAND DELIVHRlID Mr. Craig Gaussiran Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 Re: Addison Arts &: Events District Final Punch List
Dear Craig: Attached are the punch lists fur the completion of the Addison Arts &: Events District. These !isIS cover the balance of the site to the east ofthe Petgola and the sidewalkpaving
on the entire site. The lists attached include my notes from our walk through of the stone and masonry and other miscellaneous items, the architect's field report #6, the landscape and
irrigation punch lists as modified by my notes, Dave Wdde's perimeter list as modified by my comments and the items fromfun Pierce's vault walk through as modified by my comments. This
list does not include a punch of the fountains. When the fountain work is complete and operating properly; please Jet me know and we will provide a punch listof that work. Please letme
know ifyou have any questions. cc: Carmen Moran Slade Strickland DaveQough Steve ehutdlian .. Dave Wilde 3887 RlDGELAKE COURI' • ADDlSON, TX • 75001 PHONE: 972.241.2816 • FAX: 972.406.1146
lFDGROUP®FLASH.NET 
ARCHITECT'S OWNER 181 CONSULTANT 0 FIELD REPORT AROIITECT 181 flElD 0 PROJECT; Addison Am & Evenb District FIELD REPORT NO.: 6 CONTRACT: ARCHITECT'S PROJECT NO.: 1.4516.05 DATE: 10/16
& 17/03 TIME: Thul'$.. 'PM, Fri. 9-5 WEATHER: Sunny TEMP. RANGE: 65 -75 EsT. % OF COMPLETION CONFORMANCE WITH SOIEDULE (+,.) PRESENT AT SITE: Jim Duffy, Carmen Moran, Ron Lee, DO'ie
Wilde, Craig Goussiran, David Barnes, David Clough WORK IN PROGRESS: Adjustments 10 fountain syslems, grading repairs, adjustmenl$/instanation of irrigation. OBSERVATIONS 1. Carmen tald
me that the Town would like ta make a change 10 the area in !'ront of the Main Stage. In order ta be able 10 set up a dance floor d"n-ecIIy in !'ront of the stage and ta allow people
ta gel doser ta the stage and performen, the slope !'rom the boHom of the stage wall 10 the low point of grading in the Ellipse should be reduced. I suggested a~other fow lie.. than
30" hi.) Milsop stane wall be constructed 10' in !'ront of the stage wall, centered on it, but about 2/3 as long. The grade from the boHom of the new wall could slope at about 2% for
drainage 10 the existing drain inlets. Sasaki wiD prepare a sketch, based on existing grades ta be provided by Abstract. I marked on a plan the Iocotion for the spot grades ta be shot.
2. Carmen instructed Sosoki 10 prepore construction sketches for the propased revisions 10 the Plaza Fountain paol. Ron Whitehead is most concerned thot storm runoff !'rom paths 10 the
wast of the fountain be kept out of the pool. The starm thallasl caused a mojor flow of drainage inta the pool was estimoled ta be an 80 yeor &Vent. According ta Jim Duffy, the curb
edge proposed in the redesign should be 01 lea. 8 ta 10" high, and the existing small gop near the 8' wide bridge also needs ta be closed. Sasaki Wl11 proceed with construclion datails
for pricing. The following is a punchlist of items ta be repoired/corraded, bosed on my walk through with Jim, Craig, and othen. I was Iold thot the Town will take responsibility for
preparing punchlists for plonling, irrigation, drainage structures and piping, Feslivol Way paving, and fountain S)'SIams operation (including Iightingl. ThiJ punchlist primarly coven
the ea1lfarly side of the site (east of the Pergolol and is supplementary ta the items described in ReId Report No.5. 1. Remove pipe exposed in ground direclly eM of the southeaslerty.mosl
Pergola column. 2. Concrete spohr on the lint section of ornamental fence in the same loc:oIion noled above should be cleaned off. 3. Some lop rails of ornamental fence along FesIivoI
Way are rough. They should be sanded and louclHJp painted as necessary and all ornamental fence post baHams should be pointed. 4. Some yard hydrant hondles are missing and need ta be
replocad. 5. Clean ornamental fance light pylons at NoS walk, easl of the Bowl. 
6. One fence ponellocafed between the abov&menlioned light pylons and the SE entrance to the park needs to welded to the post. 7. Camlodc ponels mounted on the fenae, near the Bowl,
need welds and rust spots touch-up painted. 8. Same omamentol fence post caps are missing along the south side of the park. 9. It was nat dear if power has been pn:>vided yet to the
fence light pylon at the SE enby to the porle. 10. The handrail on lIIe west side of the stair at lIIe SE comer of the park has not been installed yet. 11. All mitered earners of ranings
along lIIe lower channel wall shauld be pointed. 12. Paint end of handrail at SE stair. 13. Remove exposed wire at the northwesterly-mast water garden bed, near the fountoin vault vents.
14. Repaint fountain vault intoke & exhaust vents (malol and concrete). 15. The past at the boltom of the stair adjacent to the fountoin vault should be cut olf, the handrail patched,
and a new post cut to be welded to the handrait doser to the first step riser. The new post should be mounted in the concrete stair foundotion, which will require culling and remaving
a small area of malol grofing and frome as well as caring the concrete foundalion. Sasaki will provide 0 sketch. 16. All cores for handrails in stane steps ond cheekwalls should be filled
with grout, flush with the top of stane (except where tops of cheekwalls slape, grout should be Rush with low end of the core). 17. Strip caulk and redwood installed between concrete
bench footings and exposed aggregate pavement in Water Garden area and fill with soil. 18. The northeasterly-most bench at the Fountoin Plaza has been set too low and has to be raised
to be Rush with finish grade. 19. One bench at the northeasterly-most Water Garden bed has to be reset to be aligned parallel with the roughback stane pavers. 20. Sandblast the exposed
portion of concrete curb on the til side of the HC ramp to the Pavilion. 21. Clean olf (expose) tops of all concrete bench footings at Garden spaces. 22. Oncor has removed a transformer
at Addison Circle Drive and will remove the concrete pad. Sasaki will coordinate with the Town regarding planting of the area after the pad is removed. 23. Repaint camJodc panels mounted
on section of omamentol fenoe near the tilE end of lIIe Pergola. 24. Caulk limestone panels on Pergola column, northerly-mast seelion of Pergola, east side, :r from til end. 25. Area
between omamentol fenoe and sidewalks should be sodded, per Drawings Ll·1 and Ll-2. Box out around roses with 3' width of metol edging, centered on roses. Edging should extend from the
edge of sidewalk to the aenterline of fence. 26. Concrete sidewalk olong Add"lSOn Road: remove 2 rough areas of spilled concrete, repair chipped area midway alang sidewalk, remove paint
spill. 
27. Cut down joint filler material between paving and lop of Milsap wall and limestone cap, both sides of Main Sloge, and ill$foll bac:ker rod and sealant. 28. Exposed aggregate concrete
panels that are not acceploble have be~ marked with orange paint. These panels shall be removed entirely and reconstructed 10 match the approved paving sample. Exponllion jolnls shall
be provided aI ends of panels 10 be reconstructed, where they meet panels 10 remain. 29. Twelve paving panels 10 be reconstructed aI the SE comer of the Ellipse shall be constructed
with a cross-pitch toward the inside of the Ellipse and Ana Drain 5, as designed. Lawn area on the SE side of the walk shall be regarded as n_ry 10 meet the new finish edge of pavement.
30. All pit holes In exposed aggregate paving shall be cleaned and filled with morlor grout, colored 10 match the pavement (no slone aggregate). After grout has set, it shall be lightly
sandblasted 10 match surface texture of the pavement. Test patch 10 be approved by Jim Duffy before proceeding. 31. General nate: remove all areas of spilled or averpoured caulk material
from exposed aggregate pavement. Patch concrete where caulk has filled in chips aI joinls. 32. Remove formboard aI edge of curved paving, E side of Pergola aI Collon Belt Route marker.
Finish caulking joint. 33. General note: remove all spilled concrete and/or grout from all exposed aggregate pavement. 34. AI noted in Field Report No.5, an light pole anchor bolts are
10 be cut as mqulred for base covers 10 be properly seated. This mquires cuHing the bolts slightly below angled pole bose flanges. 35. Chip down top surface of concrete t'llht pole bases
10 eliminate or minimize square pattern. Finish 10 blend with surrounding surface of concrete. 36. Remove concrete chunk next 10 drinking founloin at Addison Cirde Drive, N side of Ellipse.
37. Patch pitted concrete light pale base, N. side of Ellipse. 38. Remove and reconstruct entire exposed aggregate cancrete walk on E side of Tree Lawn. Walk 10 be constructed perpendicular
10 15' wide e·w walk. Burford Holly plant bed will also have 10 be replanted to be porallel with reconstructed walk. 39. Many saw cut joinls are nat carried through to edges -eapedally
aI the Pavilion terrace. All saw cuts should be completed to edges or common end poinb. Paving on the N side of the Pavihon is the example to follaw. 40. One of the saw cut joinls on
the W side of the lawn panel, west side of Pavilion, is very rough. This joint should be cut I~/!::, width to remove the rough edge, and caulked to look like an expanllion joint. T real
NoS rough saw cut joint aI slairs, SW comer of Pavilion, in same monner. 41. Replace concrete collar around sewer connection clean out in plant bed, S side of Pavilion. 42. Honeylocusllrees
in plant bed on E side of Pavilion shauld be replanted as necessary so all trees are aligned f,.W, c:entered on score joint bands in PavirlOn terrace paving. 43. Clean concrete splatter
off lighting control ponel aI Addison Cirde. 
44. Remove and reinstall all deanaut covers (underdrain, sewer, ete.) on entire site to ensure that they are operable and not frozen in place by construction. 45. Caulk expansion joint
at boltom of PavIlion HC ramp to finish grade . .46. Carry saw cut joints through to manhole, SMH 6, S side of pavilion. 47. Clean off all mortar from brick paving at the Wend of Fountoin
Plaza. 411. Finish caulk joints in 3 locations at NoS walk along Lower Channel, boHom of the Bowl. 49. Ron l.ee painhld out a drainage problem at the W comer of the se stair. Water;$
running down the walk pavement to the stair cheekwall and washing out the embankment. lbe Town is looking into adding a $mG11 drain at the problem comer and pa$Sibly daylighling the
pipe, or perhaps connecting it to an exisling drain structure. 50. Drain inlet R17, at the liE corner of the parle, has been set 100 high. Water is panding around the inlet. Also, the
jointing around the square rim do.. not match the fItIt of the pavemenl. Pavement panels 10 be removed and recoMlrucilld were marked. lbe rim should be set lower tor proper drainage,
and should be oriented in alignment with the jointing pattern. 51. The edge of pavement, Eof the Lower Channel railing, III of the middle Upper Chonnel, sh11 needs to be sandblashld.
52. Remove spilled grout from the middle bridge on the northerly Upper Channel. 53. Check tor leak at drinking I'ountain adjocent to the northerly Upper Channel (standing water at base
of tountoin). Caulk joint between the base and walk. 54. Remove grout on exposed end of capstane at metal grating bridge, northerly Upper Channel. 55. When metal bridgltl are reset alier
installing supports, make sure that gratings are set Rush with top of frames. 56. Sawcutting of pavement joints along the northerly Upper Channel has lett splatter on the sItIne cops
that should be cleaned off. 57. Clean caulk off sltlne cap at pylon, northerly Upper Channel. 58. Remove and replace cracked triangular paving panel 01 intersection of semicircular Bowl
walk and CoHon Belt Route walk. Recast with expansion joint extending through it, as designed. 59. Adjulit grad.. around water va"'.. at Bowl walk, near camlock panels. 60. Caulk joint
at Bowl walk, top of stair at SE comer of park. 61. Clean up caulk joint on CaHon Belt Route walk, between Weiner and Hickory Ridge markers. 62. Remove and replace paYing panel between
StuHgort and Altheimer markers. Remove and reset bath granite panels. 63. Adjust grad.. to be flush, as required, around all retention field deanout caps and set caps level. 64. Remove
and replace cracked ponel in concrete sid_alk along Festival Way, near NoS Will", E of the Pergola. 65. Remove concrete chunk next to w-alk along Festival Way, adjocenl to Bawl walk.

66. It wos noted in Field Report No.5 that the edge of brick paving along lawn or plonted areas should be reset to be straight and level. A change _$ mode to this edge design, removing
the brick soldier course. However, bric/cs along the edge were supposed to be moJtored to hold them in place and lock in the sand selling bad for the f'8$f of the brick sidewalk. This
was documented in a telephone memo dated 717/03 (attached). It doesn't appear that this hos been done, but it should be. 67. All brick paving abutting concrete paYing or curb, steps,
_lis,. etc. should be Installad with a full-depth expanlSion joint from bottom of concrete slob to lop of brick per Details I/C7':}', 9/0·1, and 10/0.1. 68. Remove edge board at brick
paYing, HC ramp SE comer of Festival Way. 69. Remove spillad concrete from brick paYing along Quorum Drive sidewalk. 70. Reset brickS that hove settled near the middle Fountain Pylon,
existing Quorum Drive light pole and hoRdhole. 71. Fountain Plaza brick paYing: All bricks within the same panel (belween limestane paver bands) should hove slroight joints.. All areas
of brick with wavy joints are unacceptable and should be reset. Also, brick pavers set with a moJtor bed and grouted joints hove been set light ta the limestone paver band on one end,
but have been set with uneven, large joints and lined with small pieces of brick at the other end of the panel. Bricks should be reset in th_ areas to the joint dimenlSions speciIiad,
as weD as to straight joint lines 0$ required. 72. Brick paving olang the bottom of stairs on the N side of the Pavilion terrace creates a low area that Irops water. Bricb should be
reset as n_ry ta provide posilive drainage away from the stairs. 73. Check the elevation of the chemicol ground set in the lawn panel on the W side of the Pavilion. It has been .et low
and will coiled water since it has a sIoHed top. It should be set slightly higher than surrounding grade so that water drains away from it, especially if the siGHed top is correct. 7A.
The edge of brick sidewalk along Addison arcle Drive, along the N edge of the lawn panel, W side of the Pavilion, should be sel to a slroight line between the walks. 75. Straighten uneven
joint belW'8en brick paYing and random limestone paYing at Garden Courts. 76. Clean mud off al/lidewallt areas where irrigation heads have been reworked. 77. Turf should be level with
the edge of brick paving in all areal. 78. Remove sidewalk sealer from all granite marken. 79. Lamps on the following light fixtures were nat operating: 1 at each of the 30' poles; 1
at Pergola middle section, W side; 1 lamp & lens on $ side of Festival Way, W of Pergola; 2 Garden Lights; 1 dllferent lamp (different color) at ObI. Pole, W of Garden Courts, S of Tree
Lawn; 1 on S side of Festival Way, midway belW'8en Quorum and Addison Road. INFORMAnON OR ACIlON REQUIRED 1. Abstract to provide existing grade information at Main Stage area. 2. Sasald
to prepare sketches for new wall at Main Stage, pool edge rade$ign, and handrail attachment at paol stairs. 
3. 5asalci to send sample of handrail wilh skate stoppen to Jim Duffy for Town's review. ATTACHMENTS: 717/03 Telephone Memo REPORT BY SASAKI ASSOCIATES, INC. REPRESENTATIVE: David Cfough

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Addison Arts & Events District Stone & Misc. Items Punch List 10/16103 1. Round edges ofcheek wall at NE Pavilion stair and patch at concrete. 2. Round edges ofcheek wall at SW Pavilion
stair and all odler locations. 3. Repair broken comer ofMilsap wall at Plaza entry. 4. Provide mortar joints at all Milsap wall/limestone step joints. S. Replace broken limestone steps
at NE steps to npper channel. 6. Provide mortar joints at brick I Millsap wall joints at masonry columns. 7. Remove joint sealant at all locations between stone and limestone. 8. Remove
all stone piece numbers from exposed ends of limestone pieces. 9. Remove fence where attached to Pergola coIumos at soudl end ofPergola. Repair broken stone veneer. Do not re-attach
fence to columns. 10. Clean stone walks in upper channel gardens ofsandblast grit and debris. 11. Patch stone at stsir cheek wall at soulh end oflower channel at walk. 12. Remove saw
marks at cheek wall at east and west ends ofGarden areas west of Pavilion and all odler locations. 13. Remove waste mortar from Quorum sidewalk and all odler locations 14. Remove pallets
and any stored materials from stage electrical room. IS. Demonstrate stage electrical room exhaust fan opemtion for Construction Manager and Town representative. 
Addison Circle Park October 17, 2003 LandseapiDg: I) Many trees are shocked. Some are partially and some are totally defoliated. Need to continue to monitor trees and will assess their
health and need fur replacement in the spring. 2) Turfarea south ofFestival Way is very rough. Need to wet and roll. 3) Clean up curb edge on south side ofFestival Way. 4) Replace dead
sod in severallocatioDS. 5) Spot in sod in various locations where bare soil is exposed. 6) Professionally prune trees with Town ofAddison representative present. Remove broken limbs,
crossing limbs, low limbs, suckers, etc. 7) Correct drainage issues in 'Bowl', and southwest and southeast comers ofthe ellipse. S) Turfarea along Addison Rd. rough. Need to wet and
roll. Remove dirt ftom old drive approach here as well. 9) Kill weeds in turfand beds. 10) Question ofmulch vs. turfin IllIIl'OW area outside metal fencing. Need to review with arehitect
for final determination. 11) Question on Lady Banks roses: How attach to fence? Need to review with with architect fur final determination. Remove wire ties ftom plants. 12) Clean up
dirt in Asian Jasmine bed by stage electrical door. 13)Replace few dead trees. 14) Remove plant tagS, ribbons, and twiue ftom all trees and shrubs. 15)Remove rocks from entire site.
16) Remove nylon mesh from all turf areas. 17) Clean up irrigation repair areas throughout the site. IS)Add mulch to IllIIl'OW bed on outside ofmetal fencing along Festival Way. 19)Replace
(1) Pecan with broken major branch. 20) Clean up around water valves south ofbowl and between concrete trail and metal fencing where concrete collars were installed. 21) Straighten trees
as needed. 22) Remulch planting beds. 23) Remove sod inside metal fencing "A" columns at entry points. 24) Remove dirt ftom legs ofmetal benches. 
25) Fill in collapsed areas inwater garden and reworli:; Mondo grass. 26)MllCh work needing to be done to garden areas east and west ofpavilion: Reworli:; grades, pick up rocks. mulch,
reworli:; and :fill inAsian Jasmine plantings, install decomposed granite, adjust grade to meet stone walkway. etc. 27)Replace dead roses around the pavilion. 28)Need to lay sod west
ofpavilion. 29) Replace dead Burford hollies in planting areas between the pavilion and the pergola. 30) Rework and prep seasonal color bed areas. 31) Clean up the entire site ofdebris,
1rasb, etc. 32) Roll sod on entire site once more 33) Bowl area very rough 34)Clean out existing tree wells on south side ofAddison Circle Dr. near pavilion 35) Clean up inigation repair
sites: Pick up rocks and dirt form on top ofgrass; compact soil and :fill holes; lay new sod where needed Netel This prelimiBtuy peH IilIt dlle!! Bat _dmte a haL TIle Ilf'ehiteet may
HlIlIse te add te tIHs Hot. This dll_eDtis simply a teal reF the laBtJseape eeatta.1I1' te &tiIiEe tiIiEe til begin te address e&t8taDdi&g isee!!. Onee aD items are complete, eaII DIe
at 9724so.:2863 to resebedule another walkthrough. Ron Lee Parks Operations Manager, Town ofAddison 
Addison Circle Park October 17, 2003 General Notes: RaiselLower and plumb all heads as needed. Clear all clogs. , Adjust direction ofspray pattern for pop-ups and arcs fur rotors; keep
from hitting metal fencing and pergola columns. Clean up all repair locations: Remove rock and soil on top ofgrass; compact and backfill holes; restore grass (lay new sod as needed),
etc. South Controller: Zone1) Leak along sidewalk Nozzle sizes mixed; make aliI0' or 12' 2) Break along Addison Rd. curb 3) See General Notes 4) See General Notes 5) See General Notes
6) Adjust head to water dry area at southwest corner ofstage 7) Change pops in turfto 4" (Check planting plan for bed size first) Spacing of some heads on Asian Jasmine too great; may
need to add or move head(s) 8) See General Notes 9) See General Notes 10) See General Notes 11) See General Notes 12) See General Notes 13) See General Notes 14) See General Notes IS)
Broken head 16) See General Notes 17) See General Notes 18) See General Notes 19) See General Notes 20) No coverage on Crossvine on east column ofpergola 21) See General Notes 22) See
General Notes 
23) See 0eneraI Notes 24) See General Notes 25) See 0eneraI Notes 26) See General Notes 27) See 0eneraI Notes 28) Change northeast Q (quarter) to H (half) Break at light pole base 29)
West Section: Move far west head to curb Change Q by inlet to H Change Q lit northeast corner to H East SectiOll: Change northwest nose Qto T (third) Change H in corner ofparking space
to TQ (three-quarters) Break south ofinlet 30) Broken or missing head 31) See 0eneraI Notes North Controller: Zone1) See General Notes 2) See General Notes 3) See General Notes 4) See
General Notes 5) See General Notes 6) See General Notes 7) See General Notes 8) See General Notes 9) See General Notes 10) See General Notes 11) See General Notes 12) Water Garden Upper
Channel Planters: North PIanteI'Questionable coverage lit northeast comer Head at northwest corner not coming up Change southeast comer Qto T South PIanter· Change southwest comer Q
to T 13) Poor coverage west ofdrinking fountain; change head by fountain to TQ and head behind bench to west to IT (fWO..Ihirds) Dry area northeast comer; change Qto T Change southeast
comer Q to T 14) See General Notes IS) Dry area northeast comer 16) Move heads to sidewalk Note: Second row ofheads not insIaIled in beds north ofnorth side ofstone walkway: Change pops
along benches to 6" and change nozzles to 10' FC (full circle) and check for coverage with Town representative 
11) Very low pressure; unable to adequately check zone; check flow control on valve 18) IDstall second row ofheads on east side ofpavilion per plan Change nozzles on roses to Toro pressure
compensated stream bubbler nozzles fur 570 heads Change 4" heads on Asian Jasmine at southwest comer ofpavilion to 6" 19) See General Notes 20) Poor coverage on center row ofBurfurd
hollies; possibly move heads betwcen ioner and center row ofhollies and change nozzles to 10' FC Move remaining heads to edging Cb.ange southwest comer Qto H in west Burfurd holly bed
Check for leak at west side ofBurfurd hollies between Crepe Myrtles and electrical panel 21) See General Notes 22) See General Notes Number uueertaia, but ABiaD JasmiD.e beds soutb ofCrepe
MptIe ga~en8 not comiDgup Mise.: 1) Sequence both controllers 2) Correct constant low head leakage from turfrotor zone west ofCrepe Myrtle gardens; appears to be leaking diaphragm. 3)
VerifY ability fur system to read flow at the controller. 4) VerifY phone communication to the the Central Computer Control located at the Town of Addison Serviee Center. S) VerifY at
the Central Computer the reading offlow, downloading ofdata, etc. 6) Provide as-built plans. Note. TIlls pNliaiiB&y plUlelllW de811 Bet _1IIilu. 8 fiB.... TIle BFehiteet may Heese Ie
aM • Chis 68t. TIlls deeamllDt Is _ply 8 .&1 feF ike 'nds_pe en....eli8F .e utilile .1Jer;ia t9 addI_ ellClltudirlg issues. Ouee an items are -plete, ealI me at m-450-2863 to reschedule
another walkthrougII. Ron Lee Parks Operations Manger. Town ofAddison 
Punch-list ofFestival Way and perimeter of Addison Circle Park 10103/03 NOTE: Notes and comments begin at Addison Rd and Festival Way, proceeding east and continuing in a counter-.clockwise
direction. Items marked with an asterisk (*) should be considered as examples ofa general condition found in other locations as well. 1. Fire Leae matikifIgs life iRodllElaate. * 2.
Rout and seal all repair saw-.cuts. * 3. Repair gouges in su:rface ofpavement between valves and MH at W end of Festival Way (FW). 4. Repair pocked su:rface at valve and redwood (first
redwood E ofAddison Rd. (AR». 5. Seal redwood joints in curbs. ,. 6. Clean off all spilled concrete as found in front ofMain Stage gate, on next panel East, and on cUl'b S side 2nd parking
space. * 7. Repair patch attempt in S. center panel (3M E ofMain Stage redwood). 8. Repair gouges in S cUl'b, 3M panel W offire lane marking. 9. Repair broken comer at centerline, 2nd
redwood W ofPergola. 10. Cracks in pavement ,. 2nd and 3M panels W ofPergola inlets, 1st panel at manholes, at inlets, at Pergola, and at 1-, 2nd, Sib, and (lh panels E ofPergola. 11.
Repair gouge in N cUl'b, W of2nd redwood E ofPergola. 12. Remove form board from behind cUl'b, 2nd panel E offire hydrant 13. Cracked panels E ofinlet S side, E ofE ADA ramp, and next
panel N side. 14. Crack along sawed joint (41b E ofADA mmp) 15. Remove filter fabric N grate inlet ,. 16. Seal sidewalk EJ approx 65' W ofE entrance sidewalk. 17. Clean up spilled concrete
N center panel (zOO W ofstorm drain MH). 18. Repair spalled edge at E inlet -saw joint, and rout and seal joint 19. R.eleeate kiesk eeesetien BeKeS te werk with: kiesle. (JFD COIllllleDt:
to be resolved outside ofpnnch list) 20. Saw out cUl'b returns at redwood -insert redwood "ears" and seal 21. Repair tree-well railing S side. 1 
22. Seal redwood joint where new pavement connects to Quorum Dr. 23. Level pavers and "sand in" S ofintersection (connection to existing). 24. Repair gouge in curb radius S side. Proceeding
North on Quorum 25. Repair spalled edges ofQuorum N side. 26. Clean mortar offofpavers S ofmain entrance. * Proceeding West on Addison Circle Dr. 21. Re de ,'\I),\ iWilfl 16 meet SJleeifiesBaBS.
(JFD comment: NIC for Abstraet to corred as punch item) 28. South edge ofpavers f,,!!jng out all along Addison Circle Dr. 29. Rem&Ye aIEl tfsrI9fefmeF hl1Se IHiEl a8liEluits. (JFD comment:
NIC for Abstract. Oncor to do) 30. Clean black material offofpavement at storm drain tie-in concrete repair. 31. Turn over storm inlet cover across from Stone Cottage, and at West end
of Conference Center, and remove inlet protection. Make sure all inlets are cleaned out. * 32. Re-set speed limit sign (West end ofACD for ED traffic), remove pavers, core base, re-grout
and re-set pavers. Position in front oftree to ensure visibility. South on Addison Rd. 33. Clean dirt off old drive approaches. 34. Remove inlet protection and clean out inlet N ofFW.
* 35. Seal redwood joints at entrance and ADA ramp atFW. ? 
My comments on the vault "walk through": Hatch safety catch brol<.en off It is not easy to enter the vault. Suggest a ladder extension be fabricated that operator could use when entering.
(JFD comment: to be added by Town If desired) Variable speed drives need to be moved away from being under the hatch. No breaker for the eyewash heater No pulling lugs Lots of labeling
needed on equipment, piping, valves Leak through wall by irrigation pump. Irrigation pump housekeeping pad skimpy, nameplate data lacking. Water garden filter difficult to access I do
not care for the grating type housekeeping pads. Difficult to clean under especially where the grating is within a containment area. (JFD comment: not a punch list Item) Jim Pierce,
P.E. Assistant Public Works Director P.O. Box 9010 Addison, TX 75001·9010 972-45()..2879 
Punch-list of Festival Way and perimeter of Addison Circle Park 10/03/03 NOTE: Notes and comments begin atPJidison Rd and Festival Way, proceeding east and continuing in a counter-clockwise
direction. Items marked with an asterisk (*) should be considered as examples ofa general condition found in other locations as well. 1. Fire Lane markings are inadequate. * 2. Rout
and seal all repair saw-cuts. '" 3. Gouges in surface ofpavement between valves and MH at Wend ofFestival Way (FW). 4. Repair pocked surface at valve and redwood (first redwood E ofAddison
Rd. (AR)). 5. Seal redwood joints in curbs. * 6. Clean offall spilled concrete as found in front ofMain Stage gate, on next panel East, and on curb S side 2nd parking space. * 7. Repair
patch attempt in S. center panel (3mE ofMain Stage redwood). 8. Repair gouges in S curb, 3mpanel W of fire lane marking. 9. Repair broken comer at centerline, 2nd redwood W ofPergola.
10. Cracks in pavement * 2nd and 3mpanels W ofPergola inlets, 1st panel at manholes, at inlets, at Pergola, and at 1st, 2nd, 51h, and 6th panels E ofPergola. 11. Repair gouge in N curb,
W of 2nd redwood E ofPergola. 12. Remove form board from behind curb, 2nd panel E offire hydrant. 13. Cracked panels E of inlet S side, E ofE ADA ramp, and next panel N side. 14. Crack
along sawed joint (41hE ofADA ramp) . 15. Remove filter fabric N grate inlet. * 16. Seal sidewalk EJ approx 65' W ofE entrance sidewalk. 17. Clean up spilled concrete N center panel
(2nd W of storm drain MH). 18. Repair spaUed edge at E inlet -saw joint, and rout and seal joint. 19. Relocate kiosk counectionboxes to work with kiosks. 20. Sawout curb returns at redwood
-insert redwood "ears" and seaL 21. Repair tree-well railing S side. 22. Seal redwood joint where new pavement counects to Quorum Dr. 1 
50 YEARS OF FUNI 23. Level pavers and "sand in" S of intersection (connection to existing). 24. Repair gouge in curb radius S side. Proceeding North on Quorum 25. Repair spalled edges
of Quorum N side. 26. Clean mortar off of pavers S of main entrance. * Proceeding West on Addison Circle Dr. 27. Re-do ADA ramp to meet specifications. 28. South edge of pavers falling
out all along Addison Circle Dr. 29. Remove old transformer base and conduits. 30. Clean black material off of pavement at storm drain tie-in concrete repair. 31. Turn over storm inlet
cover across from Stone Cottage, and at West end of Conference Center, and remove inlet protection. Make sure all inlets are cleaned out. * 32. Re-set speed limit sign (West end of ACD
for EB traffic), remove pavers, core base, re-grout and re-set pavers. Position in front of tree to ensure visibility. South on Addison Rd. 33. Clean dirt off old drive approaches. 34.
Remove inlet protection and clean out inlet N ofFW. * 35. Seal redwood joints at entrance and ADA ramp at FW. 2 
® PUBLIC WORKS DEPARTMENT (972) 450·2871 FAX (972)450·2837 Post Office Box 9010 Addison, Texas 75001 ..9010 16801 Westgrove Addison Circle Park Utilities Walk-thru Notes 09/12103 Attendees:
Antonio with CalHar Dave Wilde, Town of Addison Jose Flores, Town of Addison 1. Stonn drain inlets on Festival Way need fonns removed and debris cleaned out, and grout as needed to facilitate
smooth flows. 2. DMH 5 ring and cover are off center. 3. DMH 4 holding water. 4. DMH 4A Pipe ends in MH need to be grouted in. 5. Three water valves E of Pergola -remove forms from concrete
pad 6. Yard Hydrant 10257 (E of Julian S side of Festival Way) -Raise and orient to match all others. 7. DMH 10 Clean out bottom. S. DMH 11 Clean out mud and rocks 9. Place concrete
locator pad on valve stack at 4" connection 10273. 10. SMH 6 Remove rocks from invert. 11. Valve stack at 6" connection 10277 -clean out stack and replace broken cap. 12. Meter vaults
Mount touch-pads for meter registers on vault lids. 13. Lower valve pads to grade at at E meter and square them to the sidewalk. 14. Secure all cleanout tops on the retention fields
15. Replace curb stop valve stack in the Bowl. Numerous DMH's were holding water. Additional investigation is needed to determine the cause, or verify the design functions, Inspection
ofthe yard hydrants and other internal water systems will be performed by the Addison Building Inspection Department. Cc: Claire Callahan, Craig Gaussiran, Jim Pierce, Jim Duffy, Dave
Clough 
Events o(SeptemiJer Itt', 2003 1. Experienced heavy rainfal1 in afternoon (approx. 1"-2"!hour). 2. Received call from Barbara K about 4 :20 pm she said they were experiencing substantial
flonding inside ofrestaurant tent just west ofstage, received same call from Slade S a few minutes later. 3. 4:25 pm I directed Utility Crew and Engineer to take large pump to site and
remove water from tent area. 4. 4:30 pm I received call from Chris to come out to site to see if we could determine problem for future reference. 5. Had water evacuated from site by
5:30 pm, kept Utility Crew on sight until last rainfall threat passed. 6. Walked site next day to determine what caused drainage system overload. What we saw when we arrived on site:
1. Area around drain inside oftent completely submerged (approx. 24"-30''). 2. Were able to immediately determine that we could drop a submersible pump into manhole just outside tent
to clear water from inside. 3. Once we turned pump on --inside drain evacuated water within a couple of minutes, which would tend to support idea there was some type ofblockage. 4. Also,
did not feel that drain fields were not draining properly but only could determine for sure after event. Recommendation to Project Manager to get with design engineer and contractor
to audit entire drainage system to determine reason for failure (things to review would be grading, inlet/outlet elevations, blockages, debris). 5. Drainage around fountain area did
not collect properly. From site visit it would seem that area grading does not adequately funnel water to area drains and therefore short-circuited and rushed directly to fountain area.
Recommendation to Project Manager to get with design engineer and contractor to audit final grade to determine reason for short-circuiting ofrunoff into fouotain areas. Somelfleas: l.
Place vault and sump pump near entrance manholes to each drainage field to pump water directly to street drainage system. 2. Put concrete aprons around each area drain and re-grade to
fuonel water into area. 3. Completely re-grade area above fountains to properly direct water to area drains. 4. Consider future placement ofrestaurant tent outside area drains. 
® PUBLIC WORKS DEPARTMENT (972) 450·2871 FAX (972)450·2837 Posl Office Box 9010 Addison, Texa. 75001·9010 16801 Westgrove Addison Circle Park Utilities Walk-thru Notes 09112/03 Attendees:
Antonio with CalHar Dave Wilde, Town of Addison Jose Flores, Town of Addison 1. Stonn draininlets on Festival Way need fonns removed and debris cleaned out, and grout as needed to facilitate smooth flows. 2. DMH 5 ring and cover are offcenter. 3. DMH 4 holding water. 4. DMH
4A Pipe ends inMHneed to be grouted in, 5. Three water valves E ofPergola -remove fonns from concrete pad. 6. Yard Hydrant 10257 (E of Julian S side ofFestival Way) -Raise and orient
to match all others. 7. DMH 10 Clean out bottom. 8. DMH 11 Clean out mud and rocks 9, Place concrete locator pad on valve stack at 4" connection 10273. 10, SMH 6 Remove rocks from invert
11. Valve stack at 6" connection 10277 -clean out stack and replace broken cap. 12. Meter vaults -Monnt touch-pads for meter registers on vault lids. 13. Lower valve pads to grade at
E meter and square them to the sidewalk 14. Secure all cleanout tops on the retention fields 15. Replace curb stop valve stack in the Bowl. Numerous DMH's were holding water. Additional
investigation is needed to determine the cause, or verify the design functions. Inspection ofthe yard hydrants and other internal water systems will be perfonned by the Addison Building
Inspection Department. Cc: Claire Callahan, Craig Gaussiran, Jim Pierce, Jim Duffy, Dave Clough 
David Wilde From: Steve Chutchian Sent: Tuesday, March 11,2003 7:48AM To: Dave Wilde Cc: Jim Pierce Subject: RE; Event site drainage Dave -Aftar construction is completed, I think it
is a good idea to contact Neil G. about potential odor/mosquito problems. Ha may have to treat the area on occasion. Regarding the design, the Project Manager directed the contrector
to construct the system according to plans. After further discussion with Mike, it is understood that J. Duffy is the responsible individual in charge of the project, he is aware of
the situation, and his direction has been expressed to the contractor. Accordingly, this correspondence will be placed in our file for record purposes. Your attention to this situation
is appreciated. SteveC. --onglnal Message--From: Dave Wilde Sent! Monday, March 10, 2003 3:50 PM To: SbWe CbUIX:htan Subjed:: Event site drainage FYI. On or about 03103103 Garth w/Abstract
told me that there would be some drain lines that would hold water. I asked him to check with Mr. Duffy if that was right, because I didn't think we wanted standing water in our RCP
drain pipes. He said he wOuld eheek it out. 01'1 Friday 03/07/03 I heard him tell the subcontractor's surveyor to lay it out according to plan. Today, the contractor's superintendent
asked me about it and I told him to follow the directions he got from Abstract. This afternoon Garth told me he found out from Mr. Duffy on Friday to build it aocording to plan, and
that the line from the stage vault entrance grata inlet to DMH 4A would be holding 4' of water, and that it would get deeper as it goes toward DMH 4, because the flow line into DMH 4
is 1.11 feet lowar than the outlat from DMH 4 to DMH 5. There is also a situation at Retention Field 1 where the flow line out is at 631.5, and the flow line Into the field is at 630.51.
The inverts of Area Dreins 1 and 2 are 630.86 and 630.87 respectively. That means there will be approx. 8" of water in those area drains constantly.(the difference from the outlet of
the retention field and and the outlets of the area drains.) Apparently the theory is that at least in the ratention field, the water will eventually seep out of the perforations Into
the fractured rook and drain out. I dOn't know what will happen to the water held In the Rep from the Stage vault or to the RF 1. Do we need to let Neil in Environmental Health know
about the potential mosquito breeding that will most likely occur in these retention fields and pipes? Maybe he can have these areas treated on a regular besis to minimize that potential
problem. 'Dave ')vitae Public Works Inspector Town of Addi60n PH: 972-450-2847 1 
® Addison Circle Park Utilities Walk-thru Notes 09/12/03 Attendees: Antonio with CalHar Dave Wilde, Town of Addison Jose Flores, Town ofAddison 1. Stonn drain inlets on Festival Way
need forms removed and debris cleaned out, and grout as needed to facilitate smooth flows. 2. DMH 5 ring and cover are off center. 3. DMH 4 holding water. 4. DMH 4A Pipe ends in MH need
to be grouted in. 5. Three water valves E ofPergola -remove forms from concrete pad 6. Yard Hydrant 10257 (E ofJulian S side ofFestival Way) -Raise and orient to match all others. 7.
DMH 10 Clean out bottom. 8. DMH 11 Clean out mud and rocks 9. Place concrete locator pad on valve stack at 4" connection 10273. 10. SMH 6 Remove rocks from invert. 11. Valve stack at
6" connection 10277 -clean out stack and replace broken cap. 12. Meter vaults -Mount touch-pads for meter registers on vault lids. 13. Lower valve pads to grade at E meter and square
them to the sidewalk. 14. Secure all cleanout tops on the retention fields 15. Replace curb stop valve stack in the Bowl. Numerous DMH's were holding water. Additional investigation
is needed to determine the cause, or verifY the design functions. Inspection ofthe yard hydrants and other internal water systems will be performed by the Addison Building Inspection
Department. Cc: Claire Callahan, Craig Gaussiran, Jim Pierce, Jim Duffy, Dave Clough 
Steve Chutchian From: Luke Jalbert Sent: Monday, September IS, 2003 t:53 PM To: Steve Chutchlan; Jim Pierce; Mike Murphy Subject: festival way paving Guys, Dave and I were looking at
the Festival way paving this momlng, as part of a so called walkthrough of the A&E site. It's a little ridiculous to call it a walkthrough when it is so far from completion. apparently
the contractor used the following method to pour festival way. 1. pour concrete 2. let concrete harden, and crack. 3. go back, and !laW jOints near where it already cracked 4. go back
and look for valves that were not at correct elevation, and sawcut in patches around valves. The cracking out there is BAD. Not to mention the areas they beat up looking for burled valves.
1 
BOND NO. TXIFSU0341725 MAINTENANCE BOND KNOW ALL MEN BY THESE PRESENTS: That CalHar Construction, Inc. as Principal, and International Fidelity Insurance Company, as Surety, are held
and firmly bound unto Town of Addison Obligee, in the full and just sum of SIXTY THOUSAND ONE HUNDRED AND NOIlOOTHS Dollars ($60,100.00), lawful money of the United States for the payment
whereof, well and truly to be made, the Principal and Surety bind themselves, their heirs, executors, administrators, suceessors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a written contract dated 23rd of December, 2002 with Abstract Construction Company for Site Utilities for Addison Arts & Events District and WHEREAS,
Obligee provides that the Principal will furnish a bond conditioned to guarantee for the period of One (1) year( s) after approval of thc final acceptance on said job, by the City, against
all defects in workmanship and materials which may become apparent during said period. NOW, THEREFORE, the condition of this obligation is such that, if the Principal shall indemnify
the Obligee for all loss that the Obligee may sustain by reason of any defective materials or workmanship which become apparent during the aforesaid period, then this obligation shall
be void, otherwise to remain in full force and effect. Signed, Sealed and Dated This 23rd Day of December, 2002. Carnar Construction, Inc. (principal) ~C\======~__ (Witness) ~ternational
Fidelity Insurance Company (Surety) (Witness) By: --,----..,,-~' c-c-' ""--~__ ---'",-~~..t:...:...d4/2--". __ Michael B. Hill, Attorney-In-Fact 
r'e!(973)624:720? PL NEROF ATTORNEY INTERNATIONAL FIDELITY INSURANCE COMPANY HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 01102-5201 ~'. c '.. ,-. KNOW ALL MEN BY THESE
PRESENTS: That INTERNATIONAL lIJl)ELlTY lNSlJRAlIICIl COMPA"'Y.,a corporation organizid and existing laws of the State of New Jersey, and having iTS principal office. in the CitY of
Newark, New Jersey. does hereby constitute and appoint . CINDY FOWLER, DEBBIE SMITE, MICHAEL B. EILL, WILLIAM D. BALDWIN, SUZANNE C. BALDWIN Richardson, TX. Us true and lawful attomey(s)-in-fact
to exetute, seal and deliver for and on its bebalf as sutety\ any and all bonds and undertakings. contracts of indemnity and other w~s obligatory in the nature thereof, which are or
may be allOWed required or pemutted by law, staJpI...E:..rulel re1tulation, contract or otherwise, and the eXe¢Uuon of such insrrument(s) in pursuance of these presents. 5bal1 be as
binding upon the said lI'i l.t;RNaTIONAL FIDELITY INSURANCE ;O;>~ANY. as fully and ame:1y.,tiJ all ll1tepts and purposes, as if the same had been duly executed and acknowledged by its
regularly elected officers at its pnnClpal office. This Power of Attome..Y is executed. and ma~ I?e revoked. pursuant to and by authority of Article 3-Scction 3. of me By·Laws adopted
by the Board of DireclOfS .fINTERNATIONAL lIJl)ELlTY INSURANCE COMPANY at a meering called and held on the 7th day .fFebruary, 1974. The President or any Vice President. Executive Vice
President. SecretaI)' or Assistant Secretary. shall have power and authority (I) To appqwt Attomeys-in~fact. and to authorize them to execute on behalf of the Company. and attach the
Seal of the Company merew. bonds and undertakings. contracts of indenmity and other writings obligatory in the narore thereof and. ' (2) To remove, at any rime, any such attomey-in~fact
and revoke the authority given, Further. this Power of Attorney is simled and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meetingduly
called and heJd on the 29th day of April. 1982 of which the following is a true excerpt! Now therefore the signarores of su<:h officers and the seal of the COJ!lP3ny may be affixed to
any such power of attorney or any certificate relating thereto by facsimile, ~ any such power of.attorney or ~e~fiC!lte bearing such ~csJmile SlgIlarures or faesimil~ se?l shall be valid
a.nd b~lIlg upon the <;Ompany and any ,fsoch'-poweNio executed·and~certified"by·facsunij~'stgnatures and facsimile seal shaU be valid and binding upon the Company In the future WIth
respect to any "\" bond or undertaking to which it is attached. STATE OF NEW JERSEY County of Essex ', ..;~'''; •••.j",', ,;, ···~·':·"'''''''I.~.,.1:<1·,:r:'·''·':V"··'· . .--.... "".~".',
On this 31st day of August 1998, before"rne'came the individual who executed the precedingj~!ostrumenl. to_l"@Personally known. and, heing by me duly sworn, said the he JS the therein
described and authorizcd officer of the INTERNATIONAL f,IDELIIT INSURANCE COMPANY; that the seal affixed affixed to sa!d instrument is the Corporate Seal of said Company; that the said
Corporate Seal and his signature were duly affixed by orde( of the Board of Directors of saId Company. . ~"~ " ANOTARY'PUBLIC OF'NEW niRSEY ", r·",·· CBRTlFICATION My ColllDlission Expires
Nov. 21, 2005 I, the undersigned officer of INTERNATIONALlIJl)ELITY INSURANCE COMPANY do hereby certify that I have compa"d the foregoing copy of the Pow.er of Attorney and affidavit.
and the copy of the Section of the By~Laws of said Company as set forth in said Power of Attorney. with the ORlGINALS ON . IN THE HOME OFFICE OF SAID COMPANY. and that the same are correct
tranSCriptS thereof. and of the whole of1he -Said originals, and that the said Power of Attorney has DOt been revoked and is now in fun force and effect 'IN TESTIMONY WHEREOF, 1 have
hereun", set my hand this 23rd day of December, 2003 '" IN TIlSTfMONY WHEREOF, I have hereun'" set my hand affixed my Official Seal. at the City of New!(k, New 1e(sey the day and year
first above written. '., 
IMPORTANT NOTICE TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT You may contact the Texas Department of Insurance to obtain information on companies, coverage's, rights or complaints at
1-800-252-3439 You may write the Texas Department of Insurance: PO BOX 149104 Austin, Texas 78714-9104 Fax (512) 475-1771 PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning
you premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY
This notice is for information only and does not become a part or condition of the attached document. 
CalRar Construction. Inc. August 22, 2003 City of Addison Engineering Dept. Attn: Dave Wilde Site Utilities Sub-Contractor: CalHar Construction, Inc. General Contractor: Abstract Construction
Services, Inc. Civil Engineer: Sasaki Interdisciplinary Design Project: Addison Arts & Events District Location: Addison Road & Addison Circle -Addison, Texas Site Utilities: Water/Sanitary
Sewer/Storm Sewer for the Town of Addison Arts & Events District: ITEM DESCRIPTION DEMOLITION I Remove Manhole Cone and Abandon 2 Remove/Salvage Hydrant, Meter, Valves 3 Remove/Dispose
of Storm Pipe 4 Remove/Dispose of Hose Bib Water Line 5 RemovelSalvage Water Hose Bibs 6 Remove/Dispose ofCatch Basin 7 Cap Existing Line at Manhole 8 Cut/Cap Stonn Line 9 Abandon Existing
Valve WATER 1 12" Ultra Blue (C909) 2 8" Ultra Blue (C909) 3 6" Ultra Blue (C909) 4 4" Ultra Blue (C909) 5 6" Ultra Blue (C909) Fire Hydrant Lead 6 12" Gate Valve 7 8" Gate Valve 8 6"
Gate Valve 9 8" MeterNault 10 8" BackflowNault II 2 " Copper Line 12 3/4" Copper Line 13 112" Copper Line 14 3/4" Yard Hydrant 15 24xl2 Tapping Sleeve & Valve (On RCCP) 16 Cased Bore
for 12" Line 17 Cut/Connect to Existing 8" Line 18 Connect to Existing 2" Valve 19 Standard Fire Hydrant 20 Remove/Replace Quorum Drive Pavement 21 Remove/Replace Asphalt Pavement 22
Remove/Replace Addison Road Pavement 23 Fountain Vault Only 24 Fittings QTY UNIT UNIT PRICE TOTAL 3 EA $ 1,100.00 5 EA $ 300.00 21 I LF $ 10.00 330 LF $ 5.00 3 EA $ 200.00 2 EA $ 300.00
3 EA $ 450.00 I EA $ 700.00 I EA $ 200.00 TOTAL $ 12,010.00 1176 LF $ 20.00 2607 LF $ 16.00 52 LF $ 15.00 120 LF $ 15.00 161 LF $ 15.00 3 EA $ 1,140.00 17 EA $ 700.00 7 EA $ 535.00 2
EA $ 19,600.00 2 EA $ 8,065.00 270 LF S 17.00 631 LF $ 16.00 365 LF $ 15.00 25 EA $ 180.00 2 EA $ 4,600.00 65 LF $ 185,00 I EA $ 400.00 I EA $ 200.00 6 EA $ 1,285.00 1O SY $ 55.00 225
SY $ 55.00 10 SY $ 55.00 28 EA $ 325.00 28 EA $ 325.00 TOTAL $ 221,393.00 Page 1 of2 2138 CalHar Drive '" Melissa, Texas 75454 * Office 9721838-2888 * Fax 9721838·2299 
PAGE20F2 SANITARY SEWER I 8" SDR 35 1093 LF $ 16.50 2 6" SDR35 517 LF S 15.50 3 4" SDR35 15 LF $ 15.00 4 411 Cleanout II EA $ 165.00 5 4' Diam. Manhole (5' -15' Deep) 7 EA $ 2,300.00
6 Connect to Existing Manhole (11' -15' Deep) 2 EA $ 615.00 7 Drop Connection (7' Deep) 2 EA $ 900.00 8 Raise Existing Manhole (I' Depth) I EA S 275.00 9 RemoveIReplace Addison Circle
Drive Pavement 20 SY $ 55.00 10 Remove/Replace Brick Paved Sidewalk 150 SF $ 7.00 TOTAL $ 48,743.00 STORM SEWER 36" RCP CL III 153 LF $ 60.00 2 24" RCP CL III 387 LF $ 39.00 3 21" RCP
CL III 171 LF $ 36.00 4 18" RCP CL III 1018 LF $ 32.00 5 IS" RCP CL III 1009 LF $ 30,00 6 811 Trench Drain 6 LF $ 250.00 7 8"HDPE 24 LF S 16.00 8 4" Sch. 40 Kiosk Utility Box Drain Line
(See Note # 17) 20 LF $ 16.00 9 4" Solid Underdrain (See Note #24) 1140 LF $ 11.&5 10 4" Perforated Underdrain (See Note #24) 1198 LF $ 17.35 II 2" Undetdrain Cleanout 12 EA S 75.00
12 7' Diam. Manhole (9' Deep) I EA $ 4,650,00 13 5' Diam. Manhole (4' -9' Deep) 10 EA $ 2,300,00 14 3x3 3x3 Type "A" Manhole (6' Deep) I EA $ 2,725.00 15 1.5xl Kiosk Utility Box (I'
Deep) I EA $ 900.00 16 Precast 6' Curb Inlet (4' Deep) 8 EA $ 1,725.00 17 Precast 2X2 Area Drain (3'-6' Deep) 18 EA $ 1,060.00 18 Retention Field # 1 (See Note # 16) I EA S 29,500.00
19 Retention Field #2 (See Note # 15) I LS $ 41,500.00 20 Retention Field #3 (See Note # 18) 1 LS $ 24,500,00 21 Connect to Existing RCP in Addison Circle Drive I EA $ 600.00 22 Connect
to Existing RCP in Addison Road 1 EA S 600.00 23 Connect to Existing Inlet 2 EA $ 425.00 24 Connect to Existing RCP 2 EA $ 425.00 25 Remove/Replace Addison Road Pavement 10 SY $ 55.00
26 RemovelReplace Addison Circle Drive Pavement 15 SY $ 55.00 27 Inlet Protection 26 EA $ 50.00 28 Planter Bed Gravel/FabricJPipe (Per Detail 7/L2-1) 1 LS No Charge TOTAL $ 295,903.30
Trench Safety/Pipe Testing TOTAL $ 22,950.70 TOTAL SCOPE AMOUNT: $ 601,000.001 NOTES: IYRiI 0% Maintenance Bond to be provided to the City of Addison upon completion of the above work.
2138 CalHar Drive * Melissa, Texas 75454 * Office 972/838-2888 * Fax 9721838·2299 I 
JUL 31 2003 15:21 FR SASAKI ASSOCIATES 16179237220 TO 919724061146--14 P.01/02 til facsimile date July 31, 2003 to Jim Dully C1;: Akm Ward. Slave HamweYI Cathy 8cker. Tlng Chong • SASAKI
So••kl A»o<:iote. Inc. 64 PI"", ••• 5_, 02472 USA t 6179263300 f 6179242748 aompany JFD Group r..csimile n.. 972 406-1146 f...... Dove Clough praj... ......... A,b & Events Di,lTid 11"'_
2 Jim, phone no. di.... lm. p...j......D. 6179237331 14516.05 direct lin.. 617 923 7331 I'm allUching our markup of grade inlormanon for the 51: comer of the site we received today from
AbsiT<xt, which is beine i •• ued os SK-35. Our proposed grades are indicated with a box around them, as noted on the sketch. I'v" ,,,vi.ed Ihe grading trying ta ovoid rec;onSlrue~n9
the curb and pavement in fesijval Way. However, in the area 01 the He romp (at Be el. 625.69), the roadway powment has been poured more thon S" too high. An alternative 10 ....moving
the rood pavemllnt i. 10 reconsiT",,' " """Non 01 curb fram the end af the westerly wing ol'lth .. romp to TC spot elevation 625.76. I'm suggesting a 2" high minimum curb allhe end afthe
ramp wing fo avoid a crosspllch exceeding ADA standard. lrom Ihe curb to the plant bed to the north. The drtlinage in this area will go in the opposite direction Iram what was intended,
bill il's only lor a limited area. The grades "long the back edge ollhe sidewalk have been ,evi,ed so that crosspitche. on the .idewolk will be less than 2% a. required by ADA. A. constructed,
they are now in the 3 to 4% range. Also, the slope an the walk connec«ng the Fe.lival Way sidewalk and the Upper Channel area m ..t be less than 5%, so I'''e mad" revisions to grades
accordingly. The last grade that wos shot an the wes' side of the back edge 01 sidewalk is el. 625.78. As noted an the sketch, the .idewalk crasspitch here is about .4.3%. It ,hould
be lowered to around 625.6 to comply with ADA. I don't know how much Further to the west the sidewalk would how to be removed before the erosspitch becomes I .... than 2%. As I told
yau, Fred Cawyer, who will do the ADA compliance review, stressed a number of times to me that the contractor should use a slope level on the Iorms before concrete i, poured since he
will be checking them carefully. It certainly wasn" done in thi' area of the site and I can only hope thot Abstract checked other .idewalb before they were poured. Please let me know
if there are any questions. , I I. ' Dave J"~ -1:)\'1 C<.'+t)S~ ptJ-{r,U!. ~~ b-'1~' ..\.,\ lA516·05''''''i"",''''\In..,\~d31jolO3.'''' 
JlJL 31 2003 15: 21 FR SASAKI ASSOC1ATES 16179237220 TO 919724061146--14 P.02/02 ,-______________~______________________~l -1:-• PKjBdlil8 Addison Arts ...... EYenfs District ~TII!t
~c: ~::i <> -'" I' .. " I ~41---l---SK~3S MAte \ilflMl!II4'tfo e S(i. C".tflJie.P-e:f ~ S/~SAKI , ** TOTAL PAGE.02 ** 
Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 (Phone) 469·385-9723 (Fax) 469·385-9753 Abstract OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Minutes of Meeting No. 11
April 16, 2003, Wednesday 1:30 PM Meeting Addison Arts and Events Distriel Jobsi!e Page: Cover Sheet Localion: 15440 Addison Road Project No.: .. G02068E Project: Addison Arts & Events
Distnct --~~..~--~... Here Attendee Company YIN Inilials Name Represented Y GAG Y Y y N Y N y Y N Craig Gaussiran Garth Rogers Jim Duffy Slade Strickland Luke Jalbert Steve Chulchian
Ron Lee Dave Wilde Carmen Moran Jim Pierce Abstrael Construction Company Abstract Construction Company JFD Group Town of Addison Town of Addison Town of Addison Town of Addison Town
of Addison Town of Addison Town of Addison The attached minutes reflect the author's interpretation of what was discussed, detarmined or occurred at the above referenced meeting. If
any attendee feels there has been a discrepancy or error in documenting the discussions, please notify the author in writing with in 5 days of receipt of these minutes. Otherwise these
minutes will be deemed to be accurate and accepted as written by all parties in attendance. The Next meeting will be held at the following location, date and time: Location: Addison
Arts and Events District Jobsite Date: Wednesday, April 30, 2003 15440 Addison Road Time: 1:30 PM Prepared By: Abstract Construction Company Craig A. Gaussiran Signed: .~~ -~~ .... Craig
A Gaussiran Dated: 04116103__~.. __~.._~.. ~~.. __~.._ 
--------------1'.bstract COnstruction COmpany 11157 Ables Lane Dallas, TX 75229 (Phone) 469-385-9723 (Fax) 469-385-9753 Abstract OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Minutes of
Meeting No. 11 April 16,2003. VVednesday 1:30 PM Meeting Addison Aris and Evenls District Jobsite Page: COver Sheet Location: 15440 Addison Road Projec1 No.: G02068E Projec1: Addison
Aris & Events District --"" Here Attendee Company YIN Initials Name Represented y CAG Craig Gaussiran Abstract COnstruction COmpany y Garth Rogers Abstract COnstruction COmpany y Jim
Duffy JFD Group y Slade Strickland Town of Addison N Luke Jalbert Town of Addison y Steve Chutchian Town of Addison N Ron Lee Town of Addison y DaveVVilde Town of Addison y Carmen Moran
Town of Addison N Jim Pierce Town of Addison The attached minutes reflect the author's interpretation of what was discussed, determined or occurred at the above referenced meeting. If
any attendee feels there has been a discrepancy or error in documenting the discussions, please notify notify the author in writing with in 5 days of receipt of these minutes. Otherwise
these minutes will be deemed to be accurate and accepted as written by all parties in attendance. The Next meeting will be held at the following location. date and time: Location: Addison
Arts and Events District Jobsite Date: VVednesday, April 30, 2003 15440 Addison Road Time: 1 :30 PM Prepared By: Abstract COnstruction COmpany Craig A. Gaussiran Signed: Craig A. Gaussiran
----------Dated: 04116103 
___ OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 12 Page No.: 1 Project: G02068E· Addison Arts & Events District Item No. Description Status Opened Due Action Required By
Closed 03 • Schedule Open 04116103 Abstract is requesting the schedule for the Pavilion by Big Sky. This is needed so we may properly schedule completion of our original scope. 06 -Cost
Issues --------~ Open 04116103 eMU backup and concrete footing Bulletin #4 and Bulletin #5 Deduct for boring. 07· RF"s and Architect's Supplementallns~tru~ctc...ion~s~___________________
Open 01/06103 RFIlog is attached for review. 08 • Submittals Open 01/06103 Submittal log attached for review. 10 • Safety Open 01/06103 12 • Miscellaneous Issues Type C fixture added
in Bulletin tf!2 will have the pendants run East and West w~h the flood light facing south. 15· New Business --Closed Fountain vault discussion. 04/01/03 ----_..... __.._-04/16103 Closed
Approval of aggregate walks. 04/01/03 04/16/03 Closed 04/01/03 Storm tie-in on Addison Road and Addison Circle. 04/16/03 Closed 04101103 04/16103 Stone sample approval. 
OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 12 Page No.: 2 Project: G02068E -Addison Arts & Events District Item No. Description Status Opened Due Action Required By Closed
Open 04/02103 Town of Addison -Ron Lee Bubblers will be addad to the trees bY the pavilion. This will be added once all irrigation changes are completed. Open 04/30/03 Transformer at
the comer of Addison Road and Addison Circle Drive is leaking. Open 04130/03 Gas valve Is in the approach at Addison Road. 
STATUS RFI LISTING A-AWAITING RESPONSE ." R -RESPONSE RECEIVED Abstract Project: [RFiNO. iSpec Sec r-·-I [:-=-1 Date: 4130103 Page No: 1 . -o·rlglnatlng --.'---. --.. -. RFI Subject
jDate Sent [ Data ! Data Status Days Reference Contractor I Vendor -___..... ~o~ Cal Har I~~ @i2--.-I~~~~d & Associates, 03000 . _ [003--1 t;oo L~ __ ~:~5 .... tar:nSlruclion, Inc. lOoa
. _I! CalHar ~nstruction, Inc'j Requestfor Area Drain Casting Clarification 02605 . Lo09~··· CalHar Co~~ruction, Inc. Req~~,;tfor ~ilffrap Catch Basin & Retention Manhole I02605 CastIng
Clanncatlon L_..._. __.. ._..._ ~~-.I CaIH:r~nstruction, Inc. l:~Si:cruShed limestone In lieu of Select l~:~1-1 pjddle Sectnc Company ILight pole banners 012 !CaIHar ~nslructlon. Inc.!
Revised submittal data for underdrain piping and Kiosk 1' 02600 , . Drainage L..._~..L....... . _ Sent To J Due Returned late Remarks 1-i ..•. -. ..-I .. 1-1 1 ___I I! Request for CAD
disk for Site Utilities I' 12117102 I 12117102 I 12119102 R I 2 ! . . .JFD Group ! II Exposed Aggregate 112118102 1 12120102 12119/02 R I 1 !I .... jJFD Group ..' IBII:minous paversJ;;~~:1/06103
01107/03 _. R Ij_ 1~~crelesealerb~~IO:~~p[OlI06103 01/~8I~ R_~ L ' Clar:=on of Manhole ~vers IJ~~l:~:p 1 01/13103 01/10103J R I==L l:6 __ ~el~r ~nslructbn, Inc. \ Field:yo~tverificat.,n
lJ~~l:~~p101/17103 01/17/03 R I~__ .! \007 !CalHar ~nslruclion, Inc. IPost Hydrant Product Data for Approval 01/17103 .1 01/17/03 01/17/03 R 1 I I 0264~_ J_ I .J~[)Group I I 01/17/03
1 01/17/03 01/28103 R 11 . I Town of Addison c/o JFD Group I '! 01/1iro3101'17103 01/20103----~. . JFD Group .. _ ..__...-::-::-....,~:-:::.. _ . __~ _____••L___ IJ~~2;:~lnOll~03 01120~:3~1
R _ L-J_..____~ IJ~~2;:~p101123103 01/21~ R .L~~ . 01/28/03 I 01131/03 01/30/03 R L JFD Group . -... .. 
STATUS RFI LISTING A -AWAITING RESPONSE .:I. R -RESPONSE RECEIVED Abstract Project: 2068 • Addison Arts & Events District Date: 4130103 Page No: 2 ~ RFI No. Originating RFI Subject Date
Sent Date-~ Dale Si~tus I i~; I Reference [spec Sec ~~ontractor lVendor ~~ SanlTo Due Returned Late Remarks ~ ~~ ---~ !O~CalHar Construction, Inc. !Re~ ubmitlal data for underdrain piping
and Kiosk 1 01129103 I 02101103 02103103 R ~26()Ql_1~:' __~~ JFD Gro~ up 1 1014 ICalHar Construction, Inc. \ Request Clarification on Valve box lid specifications. I 01/29/03 I 02103103
I 02103103 R I I 102600 I mu~_m ~_~~ mu_m ITown of Addisonclo JFD Group I 15 Abstract Construction Coordinates at 10313 \ 02103103 I 02108/03 I 02103103 R I 1 Company ~ ~ ~ ~ L-----1~
~01330 Town of Addison c/o JFD Group---~--~~ ~~~nd & AsSOCiates, IConcrete ~Ievations \ 02103/031 021°8103 1 02104/031 R_I I. lO!ooo_ . ~ Town of Addison c/o JFD Group ~;~o_f~~d:Assoclate:'jCon:ete
Mix design 1~~:~~~~::~~~~0~~;~p~031~~ R_L_f-I--~-~~-~1a~~~_ J CalHar Construction, Inc. ISpecificaflons for Fountain Vault lifting lugs 02113103 1 02118/031 04103/03 I R ~ IO~50~_I_~~_L
Town of Addison c/o JFD Group ~ ___ L ----~~--I l~19JcaIHar:nstruction, Inc. I~~~~:diustment:r s10rm drainage manholes and area T:::~:d~i;~:~~F~ G~:u;/03 I R I 1~20 Johns1on Products
of II Additional information on Stainless steel expansion 02114/03 I 02119103 I 02121103 R I 2 I' ~~~ Dallas, Inc. ~ . ~~ l...~-c----"----J~--__I, , ' Town of Addison c/o JFD Group I
i021 \ ! 02127/03 103104/03 1 03/05103 1 R 1 02605, ITown of Addison c/o JFD Group t22 mrddl~Electnc Company \ CamLok Pan~l~ , \T:~~;~~iS;~0;J~~::I=-___ I02~__1 Riddle Electric Company
IConduit Stubs l03103103 I 03l08103u I 03/0li'03~ Inm ,~ I I ,~~,_ ,~ __J" ~_, Town of Addison clo JFD Group __~~'_ j , 1024 ICalHar Construction, Inc. IADA Grates & Grease Trap Hood
for Catch Basin I03107103 I 03112103103119103J R_i~~ L~ ~~ ~ ~ ~~ Town of Addison c/o JFD GrouP~_~~~___J !025 !Riddle Electric Company! Pergola Lighting \ 03110103 I 03/15103 I 03119103
I R I 4 I I_~~~u~ ___ .~~~~u .~ .~ ~ Town of Addison c/o JFD Group 
STATUS RFI LISTING A· AWAITING RESPONSE ." R • RESPONSE RECEIVED Abstract Project: 2068 -Addison Arts & Events District r--___---r -.-. RFI No. Originating RFI Subject Spec Sec Contractor
1Vendor I026_ td~le:lecbic Company I~FI's at~ergOla columns ~27 _\ CalHar Construction, Inc. Manholes and Catch Basins L ... 28 Johnston Products of Ornamental RaIling ~Da llas, Inc.
[029 ~1 ~~n-;~~~ons!ruCtio;;-l Waterproofing at the upper and lower channels-·· ~3i5~ .i~~:~;onstruction .\ Sump pit at main stage L lu-.___ !ro1 Riddle Electric Company L. . I. .. ..._
032 CalHar Construction, Inc. I. 1~ .. ~03~. . I~~~~d & Associates, L ~ I033J'.·--ti'~~d 8. Associates, L ~. I~~~~d & Associates, L-.~... 1035 __ !~~~~:~~:. Pump \ Switch gear in the
Main Stage .....~. Water line tie-In .. I Channel connection details L . Channa Connection Details Part II Footing at MainStage Date: 4130/03 Page No: 3 .-.. ~~!~ Date Dale Sent To Due Returned \ T::~O~~:ddiS:::O~FD G~~1:/03 I 03111/03·\ 03/16103 03/14/03 .Town of Addison clo JFD Group 03111103 1 03111/03
03/14/03 . ,--.-,-----,.. Slat:J DB) Reference Lal Remarl<s R l~ I R I ! .L ._. R 3 : .: Town of Addison clo JFD Group . IT:~:~:dL:~~~O~FJ :::/031 R ~ : . 03ltilOq03116/03 T031141~~.~.
ITown of AddisCin cia JFD Group ..__. i 03111/03 1 03l16~03 ..~4/:0I~ R._ 25 lTow~of Addison clo JFD Group _. i··03/13103 I 03115103 I 03/19/03 1 R 03---l__ 4 iTown of.t\ddison cia JFD
Group \. 03/13/03 1 03118103 ,-_03_1_181_ -"-__ .Town of Addison clo JFD Group I03i21103 1'-0-31-26-1-0-3--'1-03-/2--1-/0-3-"'---r-~ .Town of Addison cia JFD Group 1.03/13103 1 03113/03
I 03118103 I 1___.. :t: ...... _~_ .__ . ITown of Addison cia JFD Group :036 IGra~ite~arker .TownofAddisonclOJF~G(1)uP__ . 1Channel Spray Cans i 03/19/03 \ 03l24/~ 04104103 1 R 51 I
R \ ~ ._~ =-.1 -.-. ·_·-1I -...-~ I ____~ u_ IDee B~wn, Inc. 1:a:~O~~:~~:~;J~:~3J_~dJJu_~._ ___ !037 Ii Dee Brown, Inc. Stone walls I!I 03126/03 03131103 04/03/03 I R 3 : _~ .. Town
of Addi.s_on _clo _JFD_ Gr.o..u-'p._____--.1. I 
STATUS RFI LISTING .., A -AWAITING RESPONSE R -RESPONSE RECEIVED Abstract tProject: 2068 • Addison Arts & Events District Date: 4130103 Page No: 4 RFI No. r Originating RiFI Subject
Dale Sent Dale Dale Status Days I Reference S~e~S9C contractor 1 Vendor ....... Sent To Due Returned Late i Remarks l03~8_1cal:ar Construct~n, Inc. IG:S and Electric conflict r, 03126103
03131103 I 04104103 R 4 I 1039 !Strand & Associates, IConstruction Joint at lower channel wall 03126103 03127103 I 03127103 R L I luiLLC... . I.... . u_ ~Riddle Electric Company \ Location
for panel Land Camlok panel #1 L.._.1 ITown of Addison cia JFD Group cc 1041--' !'RiddleElectric CompanY .\ Panel ~edule for panel DPH1 . 104102103 I-04i07lO3'1-,c04-1c0-2Cl"0"""'3-r---R:-C'--j
l Id__.. __. .Town of Addison cia JFD Group __.. ..__ 042 IGre~nscape Pump Below grade Ductwork 04103103 I 04108103 i 04108103 R I j 1, I Service, Inc. I' . ::::..J... .. • L_...L.....
_ .._~___..__ .. Town_of I\~dlsl)n c/o JFD Grou".____._ I' l~~~~nd & ASSOC!~ates, Channel slab tying into slab. 04104103 I 0410410~ 04109103 ~ .1 51 !._.J . Town of Addison cia JFD Group
t44 .\ Si~and & Associates, IV~id'space under upper channel slab 04111103 I 04116103 I 04114103 Id'RI-' I ---.--LLC. 1 To wn of Addl'socn Ia JFD Group t~45 .. ..1 Dee Brown, Inc. IMasonry
Wall \-04114103 I 04119103 I 04115103 ~L .....-..--.. J I .Town of AdolSon cia JFD Group u 1046 --1Riddle-:E'""le-ctri-'-cC"eo-m-pa-n-y·'1 D~r i~~tion conflict \ 04/15103 I 04120103
I 04115103 R . . Town of Addison cia JFD Group ~7.. . ! CalHar ConstrucHon, Inc. \ stn:,ctural st;,...,el...,r-eq-u-est---:~:-or-F:::-o-u-n.,..taC"in...,v:-:a-u""Clt-----fl-04::-:c:124103
I 04124103 I A 61' 1_,0_2.6 0_5_11 . ..._.._ ...... T. o.w.n.. .o.f_ A dd.i.s.o..n. _cia _JFD_ Gro_up ._......_ ......-+_... ~8 ~CalHar Construction, Inc. I~~~~~s~~ drain line screen
and transition from 4" to 2' [. 04124103 I 04l24103j O~12910~J_R J_ 5 ' ......-L Town of Addison cia JFD Group I~--·---I 
-----AP -Approved or Reviowed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Submittal Spec Subcontractor I Vendor Number Section Description ~-Date Req'dSub Date Date Date Due Date AlE Date To Rec'dSub to AlE from
AlE Returned SubNend ~~~ Date: 04/30/03 Palle: 1 D~~~ry1~~o~;' Status AlE Rev iOS7()():001 R1 IIJohnston Products of Dallas, Ine_ I03/17/031 03/27/031 03/19/03 I03119103 I AP 2J 03117103
Fountain Pylons ~----~~ ~~~-------------,----~~~~~~~~~~~~~~~.----,----~~ 02782-001 I ____~0278 1 Arlington Pavers I 04l1~1/03 104/11/031 04/21103 L04116/03 I04/17/03 I L~ ~ ~~~ 1 AP
51 04111103 Samples -Blick Pavers Autumn Haze 02375 DRILLED CONCRETE PIER I 02375-001 I 02375-1.04 1 L~~U Concrete Design Mix Record Drawings of Drilled snan r-ounaatton WorK 02605 UTILITY
STRUCTURES U 02605-001_ I 026()S: JCaIHarconstrUl;tion, Inc. ~~___I 01109/03 I 01109103T()lj()!lj()!l1031 011191031 01116103 J()lii6i03 I I fiR] i I 01109103 Utility Material Submittal
1 02605-Q01Rl L02605:~~~~~ 1 CaIHar Construction, Inc. 02/06103 I 02/06I03r~~07I031 021171031 021121031 02113103 I 1RR I~ 02/07103 Utility Material Submittal-Resubmittal 02605-002 1
02605-1 CaIHar Construction, Inc. 03/19/03 1 03119103 1 03/19/0~ 103129/031 04/07/031 04107/03 I I_JAP 03119103 ADA Catch basin manhole casting 02736 STONE DUST SURFACING 02736:00i!02736
-1: 0411. Samples L__ 02736-002 I 02736-1.04 1 '---------'_----1__.. Ll~~LJ Product Data 02750 PORTLAND CEMENT CONCRETE PAVING 02750-001 1 02750-1.06 Istrand 8. ASsoCiates, LLe: 01114103.1
01114!03T()lii4Joal 011191031 01120103 roii2oio3 I L 1RRT 6 1 01114/03 Design Concrete Mixture 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts &Events District SubmIttal Spec SubcontractorI Vendor Oate Date Date Due Delivery Date: 04/30/03 !'i!lo: 2 Number Section Description I O.te Req'dSub ············T~··
Rec'd Sub to AlE from AlE Date AlE I Date To Return_~~ SubNend Date Fab DaysjSt~lusl AlE A110W~~~ ~~~~~~~~~ I Rev ~~~~~~~~~~~~ ~ 1 02750-001R1 I 02750-1.06 IStrand & Associates, LLC.
1 oii25ro:j 1 02106103 j 021101031 021201031 02112103102113103 I r·i\P I m2 1 01114103 Design Concrete Mixture -4200 psi mix 02752 EXPOSED AGGREGATE CONCRETE PAVEMENT 02752-001 I 02752-1.07
IStrand & AsSOCiates, LLC. 01115103 1 01115103 1011151031 011201031 01120103 I011201031 I RR I 5 01115103 Gray Aggregate Sample 02752-005 1 02752-1.07 1Strand & Associates, LLC. J 01115103
1 01115103 101115103101120103102114103102114103 1 I AP 1 30J 01115103 Tan Aggregate Aggregate Sample ~~~~~~~~~~~~~ 02752-002] 02752-1.07 1Strand & Associates, LLC. 1 0111410.3.1.0.1/14103101114103\01
1191031011201031 01120103 IT:AN·T-ei 01114103 Mix Design Shop Drawing 02752-004 I 02752-1.07 IStrand & Associates,LLC·ul 01120103 02107103 I021101031 02120103\ 02119103 I02120103 Lm~_i
02110103 Sieve Analysis on Sienna A-B and Texas Black A-B as per Cactus Canyon Source: Cactus Canyon Color: Sienna and Texas Black Gradation: A -B 1 02752-001Rl I 02752-1.07 IStrand
& Associates, LLC. 01/15103 1 01/15103 IO~I.21~~L02I221031 021141031 02114103 I 1 AP 1 21 02112103 Gray Aggregate Sample L~2752-005Rl 1 02752-1.07 IStrand & Associates, LLC. 1 01/15103
1 01/15103 I02l1~~LO~22103I02l141031 02114/03 1 1 AP 1 21 01/15103 Tan Aggregate Sample 02772 CONCRETE CURB AND GUTTER I 02772-001 I 02772-1.06 IStrand & AssOCiates, LLC. 01/14/03 Mix
Designs 1.06 j uunnml I NS [UU Manufaclure~s Product Data n":'7;::"ri"T M77? -1.06 ..............~ Lt.. ..Li!I~L.j Shop Drawings 6 
------------AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING· AN • Approved as Noted RR • Revise and Resubmit .., NS • Not Submitted SU • Submitted to AlE BY SPEC
SECTION Abstract Project: 2068 -Addison Arts & Events District Date: 04130103 Paae: 3 Submittal Number Spec Seclloo Subcontractor I Vendor Descrlpllon Date Date Date Date Due Date AlE
Date TOil Delivery IFab Days Slalu.1 AlE Roq'd Sub Rec'd Sub 10 AlE from AlE Relurned SubNend Date Allowed -! Rev ... ~~~ ~~~~~ ... ~~~ ~ ----:_-.-----------~ 02784 STONE PAVERS 02784-001
I 02784·1.04 1 . 1 NS 1 u. 1 Samples L_~~784.oo2 1~2784_.__1_._0_4__.L.__ Manufacturers Product Data U ~784·oo3 I ()2i84:i.04 ··-1-----..--l 1 NS 1 Shop Drawings ·-1m IUNqm 1 02784-004
1 02784-1.04 1 Contractors Review ~784.005 , 02784· 1.04 1 I NS 1 ..L-I_-'--___"-------'-_---'Test Reports 02785 GRANITE PAVERS . ___ • _ .• I 02785-001 pj~"",,-1.U4 Samples 02785.002
0-2"7=8-=-5·--1--;---~~~~--Manufacturers Product Data 02785-003 1 02785-1.04 I Dee Brown, Inc. 1 04116103 1041161031 04126103 LO~121103 1 041251~3J ,-----------,-I AN .15J 04116103 Shop
Drawings 02785-004 .1 02785-1.04 I NS 1 contractors Review ~ Tes1Report 02786 SLATE PAVING TILE . --.. _. , 02786-001 O:!I/;!O' 1.U4 I Manufacturer's Product Data Samples 
----------I 02824 AI' -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved 8$ Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC
SECTION Abstract: Project: 2068· Addison Arts & Events District Date: 04130103 · p.aQ.jll..4 .,______ ] -S~bmltt~I··r-·· S""-~---..--Subcontractor/Vendor I Date D~t:.. h I Date Date
Due Date AlE DateT~----Dellv<>;;'TF~b Days! Status I AlE Number Section Description i Req'd Sub . R.C'~ to AlE from AlE Returned SubNend Date! AIlowed I Rev 02810 IRRIGATION SYSTEM 02810-001
02815 FOUNTAINS 02815-001 10281~ IGreenscapepl.lmp Servlce:r,:;c:01f03l03 Product Data 02815-002 I 02815iGeorgia Fountain Company, Inc. i 01/03103 101ii.i3i03 I 01l06/03101113f031 01/10/03
T01110/03 103/20/031 01/06/03 I 01106/03 101/06/031 01/121031 01/10/03 I01/10103 I 69 RR~ I AP I 41 01106/03 Fountain Shop Drawings 1 02815-oo1A I 02815IGreenscape Pump Service,lnc.
I 01/16/03 101/16/03 I01/161031 01/231031 01/20/031 01/20/03 1031201031 59 i AN 41 01/03/03 Product Data -Exhaust Fan Resubmiltal 02816 DRINKING FOUNTAINS r Shop Drawings 02824 ORNAMENTAL
METAL FENCE AND GATE r 02824-001 102824 -1.04 Semples 02838 STONE WALL 02838NSU 02870 SITE FURNISHINGS 02870-001 1 02870 -1.04 IVictor Stanley, Inc. 02111/03 Shop Drawings -Trash Receptacle
*·*Color is Black"'· 
-----------------------------------------------------------------------------------AP -Appl'OV$d or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise
and Resubmit NS -Not Submitted SU -Submitted to AlE ." BY SPEC SECTION Abstract Project: 2068 -Addison Arts & Events District Date: 04/30103 ---------Spec Subcontractor I Vendor Date
Date Date Due Section Description Rec'dSub to AlE from AlE Date AlE -=l Returned l W ..... .., Dubmiltai Dale T~I 0~1w;,;y Fab Days 1st~I~; AlE Numbe SubNond Date Allowed ~ 1 02870-()02
I 02870·1,04 1Victor Stanley, Inc_ 02111103 I 02111103 1 0211110:11 02f21f()3 1 02112103 I 02113103 I 051121031 88 I AP ~ 02111103 Shop Drawings -Bench *-Color is Black*** 03100 CONCRETE
FORMS AND ACCESSORIES 03100-001 I 03100-1,04 I Samples 03100-002 103100-1.Q4 [ I ""L..I__ I NS I L--.-'--_ Product Data 03200 CONCRETE REINFORCEMENT I03300-oo7R1To3200ICalHarConstruclion,
Inc: I 04110103 104111/03104/21/03104/161031041171031 1 AN5J 04111103 Revised reinforcing drawings fur Fountain Vault per Change on Bullelln #3 L03200-001 1 03200-1,05 I Strand & AsSOCiates,
LLC, 1 01/31/03 I 01/31/03 101131/031 021151031 02105103 1 02105103 I .1 1 AN i 51 01/31/03 Shop drawings ,-_.... 03200-002 03200Certified Copy of Mill Test of reinfurclng steel 03300
CAST IN PLACE CONCRETE -FOUNTAIN VAULT 03300-007 I 03300-1 CaIHar Construction, Inc. --.." 02118103 1 03103103 I03/03f03Iil3ii3f()31 03/06103 [<)3106103 I r AN 31 02121103 Mix Design
-Fountain Vault 02121103 Waterstop· Fountain Vault 02121/03 Aluminum Access Hatchway· Fountain Vault 02121103 Unk Seal -Fountain Vault 02121/03 Reinforcement -Fountain Vault I033()()~008
j 03300-1 Strand & Associates, LLC,j 1 04/1lli03 L()4!~4/03j04/241031 04/16103j04/17/03 L 1AP 1 21 u 04/14103 Lockstop • Mastic Walerstop for concrete concslruclion 03300-0011 03300
-1,04 1 Strand & Associates, LLC, I 0111,4/03 I oiii4/03JOl/141031 01119/03101/201031 01120103 I --L._--C!RR 1 6i m 01/14/03 Mix Designs 
AI' -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to /lJE ." BY SPEC SECTION Abat;ract;
Project: 2068 -Addison Arts & Events District Date: 04130/03 Submittal Spec Subcontractor I Vendor Date Date Duo I Date AlE I Number Section Description to JAlJI!E from AlE Returned
103300:002f033OO-1.04 iStrand & AsSOCiates, LLC. 01/27/031 01/27/03 101/27103]01127/031 02lO510:q02J05103Io2illilO3l -4 01127/03 Manufacturer's Product Data 1Concrete Accessories Cork
Expansion Material I 03300-003 I 03300· 1.04 I I NS I Schedule for Execution of Concrete Work 1 03300-004 I 03300·1.04 I , NS Shop Drawings of Structural Concrte items I-03-3-00--00-1R-1~
1-0-33-00--1-.0-4 ~I---------I -01/~141~03~ 1~ 01~/28~1030 '0721~04~/03~1 0~21=141O031~ 0~211~0/0~3 ~I 02,11_0/0-3 -I ~~--_,~,_~, Strand & Associates, LLC. AP 6J 02104103 Mix Designs
Expose" Aggregate Paving 02104/03 Mix Designs Slabs and Walls 03300-005 1 03300-1.04 1Strand & Associalas, LLC. 1 01/27/031 02104/03 I 02l0~031 021151031 02110103 102l10/03[ 02101103\
-9 J AP 51 02105103 02105103 Manufacturer's Product Data 1Concrete Accessories -Waterstop Sample Waterstop "'--03-30-0-_0-0-6""'1 03300-1.04 IStrand -&-Ass-oCl-'a-te-s-,LLC. 01127103
1 02105103 102106/031 021161031 041031031 04107/03 102101/031 -65 1 AN~ 02106/03 Cork Expansion Material -Sample I03300.002Rl[03:3ao u ·-:------1 02liOlOaui 01/27103 Manufacturer's Product
Data 1Curing Compound 02l1()/03 102112103102122103102119/03102120/03 102117/031 -3 AP 71 03450 ARCHITECTURAL PRECAST CONCRETE 03450-001 I 03450-002 Product Data 1 03450-1.04 IT I NS
I Shop Drawings .~:-:-::-:-~--'--:---:----'--:-. l03450-O03 I 03450-1.04[. ....__ I NS I Calculations 03450-004 1 03450 -1.04 J _ ."----___.t ________ "----__ '--_---L-_-'-------'-INSLJ
u Inital Selection Samples 
AI' -Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN -Approved as Noted RR • Revise and Resubmit NS -Not Submitted SU -Submitted 10 AJE &1 BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 04/30/03 I ~~ Submittal Spec Subcontractor I Vendor Number Seelion Description 03450-005 03450-1 ~04 I . ~~~~ Date Req'd Sub Dat~
~ -~ Toate D~el DateNE nOal~T~ ID.I1~~'; Fab =i~fa~US! AlE Rec'd Sub to AlE from AlE Returned SubNend Date Allowed i Rev I~ ~··I· ···1····NS i Verification Samples I 03450-006 I 03450-1.04
I I NSU Test Reports 04200 BRICK MASONRY _L Samples 04200-002 I 04200-1.06 IDee Brown, Inc, I 02117103 I 02117103 I021211031 031031031 03106103 I03106103 I I AP 13 1 02121103 Product
Data -Wire reinforcing, rock wall ties, brick wall ties 02121103 CMU Certification Leiter 02121103 Type "S" Mortar Design 02121/03 Type "N" Mortar Design .~--04270 GLASS UNIT MASONRY
~ Product uata 04270-03 I 04270-1.04 IDee Brown, Inc, 02117103 102117103 102121/031 031031031 03106103~1 03106103 I T AP 13 1 02121103 Type "S" Lime Certification Letter 02121103 Grey
Portland Cement Certification Leiter L04270.02 I 04270 -1.04 1 I NS I Samples 04430 QUARRIED STONE ""' ._i f04430-003Rl I 04430~ IDee Brown, Inc. .L..__-l._04..I.. 16103J04I1Sf031 04128103]041281031
04128103L [ I~R I 10 1 04/18103 Shop drawings -Limestone 04430-001 I 04430-1.05 IDae Brown, Inc. 1 03131103 1 03131/03 I 031311031 04104/031 SU 30 I 03131103 Samples -Machine Smooth
Buff Lueders Range Samples 04430-0021 04430-1.05 I I NS I manufacturer's Product Data I 
I AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR· Revise and Resubmit .., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts &Events District Data: 04/30/03 -----~------,--,---------___-"'aga;8 Submittal 1 Spec Subcontractor I Vendor Dale Date Date IDate Due I Date AlE Date To Delivery
Fab Days Status AlE [ Number Section Description Req'd Sub Roc'd Sub to AlE from AlE !I Returned SublVend Dato AllOWed Rev 1-04430-003 1 04430-1.05 1 Dee Brown, Inc. 02117/03 1 02117/03
1021241031 03106/03 r03/19/031 03119103 1--1 RR J 231 02124103 Shop Drawing 04430-004 I 04430-1.05 :~__~~~__~_________~______~____~____~____~____~____-L____~____~__~~ Test Reports 04430-005
1 04430-1.051L________--'--_-----'__...L.._---"--_---'__--'--_-----L_-----1 I NS 1 Contractors Review 1_04430-006 ------------------,--:-:I 04430-1.~ __ ~eBrCl\'.'n,lnc.03l3~03103l31~03
103131/031 04/04/031 04/07/031 04/07103 I I AP 1 71 03131103 Samples -Ostrich Slate Tile Range Samples 1 04430-007__ 1 04430-1.05 1 Dee Brown, Inc. 1'03131103 ,-<)3131103 I03/31/0!j
04/()4/Q3104/07!()3~4/07/~1___ I AP I 71 03131103 Samples -Quanied Stone 04430-008 I 04430-1.05 IDee Brown, Inc. 03/31/03 I 03131103 103/31/03104/04103 L()4/16i03 1Q~117/03 I I AN 1161
03131/03 Samples -Leuder's Limestone 04430-009 104430-1.05 I Dee Brown, Inc. 03131103 i 04/11/03 104/11/03104/15/03104116103104/17103 I I AP 51 04114103 Samples -Granite 04430-010 I
04430· 1.05 IDee Brown, Inc. 03/31/03 I 04/11/03 I 04111/031 04115/031 04116/03 I 04117103 I I AP I 51 04/14103 Samples -Brick 05120 STRUCTURAL STEEL 105120-001 ! 05120-1.MI L__ Ln 1,,___
1 1 NSL.] Product Data 1 05120-002 I 05120-1.04 1 ,LI__'--_---'__----' L~_I Shop Drawings 05500 METAL FABRICATIONS· PERGOLA 05500-001 I 05500-1.04 I Johnston Products of Dallas, Inc.
01/28103 Shop Drawings -Pergola 05500-002 105500-1.04 J_ohnston P:-r-o-d"'"u-c-ts-ofC"D=--a'"Cll-as-,-ln-c.----.------.l 103117/031 03/27/031 03119/03 ! 03l19/Q3 1 --1...-_1 AP 2J 03117/03
Engineered Pergola Drawings 1 
M' • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit NS • Not Submitted su • Submitted to AlE t.1 BY SPEC SECTION Abstract
Project: 2068· Addison Arts &Events District Date: 04/30/03 Page: 9 ~ ~~~ ~~~ ~ n~ ~~,-m __ nl Submittal I Spec Subcontraclor I Vendor Dale Dale Date Due Dato AlE D.le To Delivery I
F.b Days AlE Number Section Descripllon Req'd Sub Roc'd Sub from AlE Returned SubNend Date t~~IQWed Rev 05500-003 I 05500~1.04 I Caiculauons i~5500-004 1 05500.1.04LI-=--=----:c----------'I
1~SLJ Welders Certification 05530 METAL GRATING I 00030·001 1 051530-1.04--"___ Product Data "--_'-------lIn ~~~~~ [ In ~~~~~ I ~ I NSLJ 05530·002 I 05530·1.04 IJohnston Products of
Dallas, Inc. L01/31/03 I 02I1210~ 102113/031 02l231()3102l24/031 02l24/~3 I In ~ •• ~~ IAN I 11 I 02113103 Shop Drawings 05530·003 I 05530· 1.04 1Johnston Products of Dallas, Inc. I
04/11/03 I04/11/031 041211031 04/16103 I04117/03 I 1 AP In. 5J 04/11/03 Sample· Metal Grating 05700 ORNAMENTAL METAL 05700-001 I 05700-1.06 IJohnstOn ProdUcts of Dallas, Inc. 02121/03
I RR I 2°1 02121/03 Product Data • Fountain Pylon L05~0~().~2 05700· 1.06 Johnston Products of Dallas, Inc. 02113103 1~02l13103 I02118/031 021281031 03/06/03 I03/06103 I AN 16 1 02118103
Shop Drawings· Handrails 05700-003 I 05700·1.06 I 1 05700·004 Field Measurements 1 05700· 1.06 I I NS I calculations 05700·005 I 05700· 1.06 I Verification Samples l,ll,5~00-006 I 05700.1:(J6
IJohnston Products of Dallas, Inc. ~~I . ,-I----' I 02128/03 103/101031 03/20/031 04108/031 04/08/03 , 1 , NS RR I I J 29 1 03/10/03 Shop Drawings· Frames, Stair rails, expansion joint
covers and ladder 05700-007 I 05700-1.06 IJohnston Products of Dallas, Inc. ml 02128103 103110/031 03120/031 03126/031 04/01/03 Im l I AP j . 161 03110103 Shop Drawings· Fencing and
sliding gate. L..__-'-__ L..__-'-__ .II nnLm 
__ AP -Approved or Reviewed NR -No Response Required SUBMITIAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE t.1 BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 04130103 .. ----------------Paae: 10 i Submittal 1 Number Spec Section ~~ Subcontractor I Vendor Description Oat. Req'dSub Date Rec'dSub
Date IDate Du. Dale AlE Date To Dellvel}' Fab Days IStatuslAlE to AlE ; from AlE Returned su~~~nd" _Date _ _ AI~~~ed L____~~v I I0570(}'()06R1 05700-1.06 Johnston Products of Dallas,
Inc. ------04/21/03 04/251()31 051051031 I I I I SU 1 5 i I 07110 BITUMINOUS DAMPROOFING 0711 0-001 J0711(l-1.041LeWis~.le WatEi,:p-ro-ofi=-ng-,--'I-nc-.-----.-0=21-:':1-=01-=03:-;-'--::--.=•-".'.::-
•:=. .c-r:,.=.':.:•:-.:-.:.::-."" --:."',-.:•::"•.':•:,:.: -;,--:.",.",..-".,c•:-•:" "r.:::.,:.:•:-.=-.:.::-.,.. -,-,----,----;,-:-:-::-0,--:.c:-1.I 02121103 Product Data I 07110-002
I 07110-1.04 I -L---_L-I_-->1 I NS I Certification 03110103 Shop Drawings· Frames, Stair rails, expansion joint covers and ladder 07135 SHEET MEMBRANE WATERPROOFING L0713:;.001 .1 07135-1.04
1Lewisville Waterproofing, Inc. 02110103 I 02112103 1021211031 031031031 03106103 I03106103 I AP 13 I 02121103 Product Data -Mira On 6601861 02121103 Product Data -Miradrain 6000 I 07135-002
I 07135-1.04 I uLI__-'-__-'I NS---LI---, Samples 07135-003 I 07135-,...1._04--'--1__=---:--______ I NS I Manufacturer's Review L 07135-004 1°7_135-1.04 L ~ 07135-005 substrate acceptabilily
I 07135-1.04 LNS I-I I 07135-006 Statement of Supervision 1 07135-1.04 I 1 NS I_I Certification 07900 JOINT SEALERS 07900-001 J 07900-1.04 ILewisville Watarproofing, Inc. IRR I 13 1
~~~--~--~--02121/03 Product Data -Sonolaslic "NP2" 02/21103 Product Data -Sonolastie "SL1" I---:O-=790=~~::0-,-00:-:-=2-107900-1.04 ILewiSVille Waterproofi~g. Inc. I 02110/03 I 02119103
I 02121/031 031031031 03117/031 03119/03 I JAI'~ 02121103 Initial Selection Samples -Color Chart 
------------AP • Approved or Reviewed NR· No Response Required SUBMITTAL LISTING AN -Approved as Noted RR· Revise and Resubmlt .., NS • Not Submitted su • Submitted to AlE BY SPEC SECTION
Abstract Project: 2068· Addison Arts & Events District Date: 04130103 Paae: 11 .. ~... Submittal Spec Subcontractor I Vendor Date Date Delivery AlE Number 1 Sectl~ DesCriptIon Req'd
Sub Rec'd Sub Date Rev -~----Ln07900-003 I 07900· 104 I NS I m l Test Reports 08110 STEEL DOORS AND FRAMES 08110-001 1 08110-1.051,_..._.~_ ···1 i NSLJI I Shop Drawings .----~-.... ~-~-...
I 0811(}'002 108110.1.05 I .___.'--_.. L Product Data 09900 PAINTING 09900-001 I 09900·1.04 INaylorComl11efciallnteriors,lnc. --' I NS I I Product lJata ~9oo-002 09900· ___-J,_~~~-~---------L----~---
-~-----L-----L-----L-----L----~--~--~--~ Inital Color Selection Samples 09900-003 i • __no. :::.:.-J 0._9__9_0_.0. -1..~04 I ._____.. ---------~---L..-_ I I NSLJ Verlfiction Samples
10210 METAL WALL LOUVERS 12010-001 I 10210-1.04 INS I Shop Drawings ~__~~~~~______~__~__~~__~__~~__~__L.... LJ Manufacturers Literature 15010 GENERAL REQUIREMENTS FOR MECHANICAL .__1
[LJNSJ J Product Data 15010-002 15010-1.5 . il..-__....L..__---'. L-----'-_-'--IN_SL I . .c..1__-'-----'Manufacturer's Specifications 15010-003 I 15010-1.5 I I I NS I Manufacturer's
Specifications 
AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit NS • Not Submitted SU • Submitted to AlE &1 BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 04130/03 ...1'l!ge: 12 .. ~~l Su IHaI Spec Subcontractor (Vendor AlE j Nomber Section Description m··· ----R~vJ 16010 GENERAL REQUIREMENTS
FOR ELECTRICAL WORK 16010-001 116010-1,06 IRlddle Electric Company 1 01129103162165103102107/031 02iw03[ 03107103f03!07io3 I 1 ANTlil] 02107/03 Service Entrance Equipment ~16:-:0:-:10-:--0::-:0C::2-'
I'16010-1.06 I~iddi~ Electric Company' 1 01/29/03 1 02105103 102107/031 021171031 03/071031 03/07/03 1 1 . I AN I 28 1 02107103 Panel Boards 16010-003 116010-1,06 i J I NS I Raceways
-_... 16010-004 .1 16010·1.06 LNS Wiring 16010-005 I 16010-1.06 IRiddle Electric Company 01/29/03 I 02105103 I02107/031 021171031 03/07103 I03/07103 1 I AN I 28 1 02107/03 Wiring Devices
Ll6010-006 I 16010-1,06 IRiddle Electric Company I 01/29103 I 02105103 102107/031 02117/031 03107/03 I 03107103 I I AN I 28 1 02107/03 Disccnnect Switches 16010-007 I 16010-1.06 I Riddle
Electric Company 01/29103 I 02105103 I 02107/031 02117/031 03/07/031 03/07103 I I AN ,~ 02107103 Camlocks I 16010-008 116010.1.06 IRiddle Electric Company I 01/29103 I 02105103 I 02107/031
021171031 03/07103 I03107103 I I AN I 281 Lighting Controls -----_... I AN I I 16010-009 I 16010·1.06 IHiddle Electric Company. 02lii5l03102J07/()~T()2fl iiiii3I'o2i2iil03J03t07lO3·1
0~07/03Jm 25 1 02110/03 Fuses 16010-010 I 16010-1.06 IRiddle Electric Company nuLOl/29/0~J02l05lii3102l07103Iii2l17/031 03/07l03l 03l07103L nulm I ANI· 28 1 02107103 Transformers I 16010-011
I 16010-1.06 I I NS L __ _ Terminal Blocks I 16010-012 16010-1:,o'C6 ..l1,-________ I NS I Cabinets 16010-013 I 16010·1.06 IRiddle Electric Company 01/29103 I 02105/03 102107/031 02117/031
03/071031 03107103 I I AN I 28 1 02107103 Lighting Fixtures 
AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit .., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 04130/03 ~~~~ ~ Submittal Spec Subcontractor 1Vendor Date Date Dale Da~l)ue Dal~T~~rD~IIve'; Ii Dol. AlE F~;':a:!~;!IAIE Number Section
Description Req'dSub Rec'dSub to AlE fro~m AlE Returned SUbIVend Date Allowed LR.V~ U 1601()"014 PICC16""OCC10"'_=1.'=Os::=lI"'R""id=Cdl=a=EI'"ectr='=ic=:CoO==m=pa=n=y====TI""07 1/"='29="1O="3'T702/:
70::;51=:0"='3=T1""0'O'21""07=/0~3I02J17I031 03107/03 I 03107/03 I T I AN I 28 1 02107/03 Boxes I 16010-013R1 1 16010-1.06 IRiddleElectricCompany I 104/07103104/08103104/231031 04/181031
04117103~1 RR 10 1 04108/03 Lighting Fixtures 1 16010-002Rl 1 16010-1.06 1Riddle Electric Company 1 03107/03 1 04107103 104/081031 04/231031 041181031 04117/03 I 1 ~~m I AN I 10 1 04108103
Panel Boards I 16010-010Rl 116~010-1.06 I Riddle Electric Company I 04107103 I04/08103 1041231031 04/18103 1041171031 lAP 1 10 1 04/08103 Transformers I16010-007R1 I 16010-1~Rlddle Electricec.mpany
04f()7/03TO"108J03T().4/~3i()3r04/18/031 0-1/17/03 I L:..::--"~.L 10 J 04/08/03 Camlocks I16010-014R1 I 16010-1.08 1 Riddle Electric Company I 04107103 104108/031 041231031 041181031
04117/03 I I RR 1 101 04108/03 Boxes L16010-005R1 I 16010-1.06 1Riddle Electric Company I 04107/03 I04108/031 041231031 041181031 04117103 1 I AP I 10 I 04108103 Wiring Devices !16010-013R2!
16010-1.06 IRiddle Elect~rtcCompany I 04121103 1041251031 05/10103 1 1 SU I 51 04108/03 Lighting Fixtures 
"'IWi6W;;~ SCHEDULE f----.-~ I ,. I rn! rn! rn! ELLIPSE eLeCTRTICAL UNDERGROUND FORM WALKS ReBARliNSPECT POUR #1 FOUNTAIN PLAZA VAULT INSTALL SLEEVES CLOSE WALLS POUR WALLS WATER CHANNELS
/LOWeR CHANNeLiLAB I BACKFILL ./REBAR FIXTURes POUR UPPER CHANNEL SLABS BACKFILL REBAR FIXTURES POUR MAINSTAGE FORM ROOF REBAR INspeCT POUR FESTIVAL WAY GRADING FORMING ReBAR I ~;~a;;/nM:ir~1i031
5 days Mon 4128103 2 dB)l1l MOIl 4128103 1day Wed 4/3Q103 1day Thu 511103 1day Fri 6/2103 i; day. Men 4128103 5day. Men 4I281Q3 3dB)I1I Moo 4128103 1day Thu 611103 1day Frl6/2lO3 18
day. Mon 4121/03 7 day. Mon 4128103 0dB)l1l Moo 4128103 4 dB)I1I Mon 4128103 2 dB)I1I Frt 6/2103 1day Tue 516103 18 dayl Mon 4121103 10 dB)I1I MOM 4121103 4 dB)I1I MOM 518103 3 dB)I1I
Fri 1519103 1day Wed 8/14i03 7 day. Wed 4123103 4 daye Wed 4123/03 1day Tue4l28lO3 1day Wed 4/3QI03 1day Thu 611103 11 daya Tue4/W03 4 daye Tue 4129103 4 daye Mon 815103 2daye Frt 619103
W:':A4lO3 I , H' 10 • " '" ,. '"'!" Q!"! I.. '0 I Frlll12103 •• Tue 4129103 Wed 4/3QI03 Thu 511103 Frl5l2lO3 Frl8I2I03 Frl5I2I03 ... 'II"" ""--i ..... Wed 4130103 Thu 511103 FrlIlI2I03
Wed 8114103 Tue 818103 Mon 4128103 Th" 511/03 Mon 515103 Tue 518103 Wed 8/14103 Frl6/2lO3 Thu 518103 Tus 5113103 Wed 8114103 Th:.i 811103 Mon 4I28IQ3 Tue4l28lO3 Wed 4/3QI03 Thu 511103
Tue 6/13103 Frl6/2lO3 Thu 515103 Mon 6112103 r:'~ Project. TWO WEEK SCHEDULE Dale: W~ 4130103 Task Splft Progr<lSa ",Il"'"'ol'i.m""",,''''''''''' Mllaatone Summary •... ... Prqeol Summary
e •'II"" Extemal Tuka external Mllaatone • Daadllne V Page 1 
10 32 33 34 35 36 Project: TWO WEEK SCHEDULE Date: Wed 4130103 spin "":""",,,,,,,,,,,,,,,,,,,,.,,,,,, Summary ; Progress Project Summary ; Paga2 I I May 2003 0 ITask Name I Duration
I Slart I Finish POUR# 1 1day Tue 5113103 Tue 5113103 APPROACHES 6 days Thu 511103 Thu 518/03 IE3 FORM 3 days Thu 511103 Men 515103 REBAR/INSPECT 2 days Tue 516103 Wed 5fT/03 POUR 1day
Thu 518/03 Thu 518/03 //,/Task I , I Milestone • 15 I 18 I 21 I 24 I 27 I 30 I 3 I 6 I 9 I 12 I 15 :; ; D .~ • I I : .: ,l, . External Tasks I·' I ; External Milestone • ; Daedllne --1}

JAMES E DUFl'Y April 30, 2003 HAND DELNERED Mr. Craig Gaussiran Abstract Construction 11157 Ables Lane DalIas, TX 75229 Re: Addison Arts & Events District April 15, 2003 Schedule Update
Dear Craig: We have received and reviewed your revised and updated schedule dated April 15, 2003. The following reflects the concerns we have that this schedule still does not reflect
a true picture of the project and its status of completion. Because of the structure of the schedule, the update reports three separate critical paths: A -22 days negative float critical
path runs thru two underway activities "2000 Earthwork" and "3100 Fountain equipment", This -22 day critical path spans from the Data Date thru 17-JuJ-03. A -3 days negative float critical
path runs thru two underway activities "3200 Concrete"and "5000 Grading", This -3 day critical palh spans from the Data Date thru 29-Apr-03. A !L.d!!ys negative float critical path runs thru seven future activities, beginning with plug-started
(21-Apr-03J activity "5120 Regrade". Next are "6000 Concrete Foundations", "7100 Brick Pavers", "6200 Structural Steel", "6400 Masonry", "6500 Landscaping", and "7110 Substantial Completion".
This 0 day critical path spans from the 21-Apr-03 plugged start date of "5120" thru 12-Sep-03. The following problems compromise Abstract and the Owner's ability to use the schedule
as a progress document or to effectively project completion. Disconnected Activities. This update had several underway and future activities which are disconnected from the network.
Seventeen activities have no successors. Activities having no sUccessors have excessive float and can be performed at any time. This means they can also be delayed to stack at the end
of the Project, causing congestion and confusion. Three activities have no predecessors, which causes them to start on the Data Date. The D-day critical path. The D-day critical path
contains activities starting with "5120 Regrade" which was forced to start on 21-Apr-03 by its plugged starl date. Next comes "6000 6000 Concrele foundations", "6100 Concrete columns·,
"6200 Structural sleel", "6400 Masonry", "6500 Landscaping", and "7110 Substantial Completion". Glaringly apparent is the absence of inspection, systems completion, clean up and punch,
or Owner Acceptance activities on or near the critical path. Furthermore, if the relatively large number of slacked activities are actually delayed to the last month of the project,
they won'l impact the critical path, because they are disconnected activities. That is not a realistic picture of what it will take to achieve 3887 RIDGELAKE COURT. ADDISON, TX • 75001
PHONE: 972.241.2816 • FAX: 972.406.1146 JFDGROUP@FLASH.NET 
-2-April 30, 2003 completion-letting multiple activities run to the very end, concurrent with true completion activities. Inawropriate plugged dates. Plugged end dates on activities
"5100 Utility work", "3200 Concrete" distort the schedule, and therefore should be removed. The 21-Apr-03 plugged start of "5120 Regrade" creates the 0 day critical path. Therefore this
date should be verified to be the actual start of the critical path. This plugged date is Significant enough to cause the project schedule to show an end on 12-Sep-03, but it is forced
by the restraint inserted and may not reflect the actual status of the project. It would be helpful if activities having duplicate descriptions, such as "Landscape", "Earthwork", etc.
could be changed by replacing the duplicate descriptions with descriptions which uniquely designate work, such as in a specific project area or work phase. These duplicate descriptions
are difficult to follow in certain report formats. Also, we don't understand the work reflected in your activity "6500 Landscaping" which is shown as the last two weeks of the critical
path and begins only on the completion of "4300 Masonry". Please help me understand the scope of that work so we can evaluate the impact on completion. Please revise your schedule to
correct all disconnected activities -especially those which potentially impact a -22 day, -3 day or 0 day critical path, or compete with other work whose delay could potentially enable
them to impact the timely completion of the project. Activity "7110 Substantial completion" should be preceded by such completion events as final inspection, systems completion, clean
up and punch and Owner Acceptance. Please set up a new activity, '7500 Owner Acceptance" as a finish milestone with a plugged late finish date of September 4, 2003. Using that milestone
in a properly connected network will allow us to truly measure progress against our targeted completion. It will tell us if we are on schedule and will tell you how you are doing toward
bonus payment opportunities. This should all result ina more correct critical path and a more reasonable progress guide. Jim Duffy cc: Steve Chutchian Carmen Moran Slade Strickland 
_@4ijI4a l' f.1AR 21 2003 ,t: ~ Fax Statlon : 3 1 Mar 21 03 01:S1p The JFD Group 9724061146 p. 1 FAX: 972.406.1146 eMAil..: JFOGRouP@F"LASH.N€T SENvTO: CRAIG GAUSSIRAN FROM: JIM DUFFY
cc: CARMEN MORAN STEVE CHUTCHIAN SLADE STRICKLAND DATE: 3/21/03 FAX NUMBER: 469.385.9753 PHONE NUMBER: 469.385.9723 ~URGENT oREPLY ASAP DpLEASECOMMENT oPLEASE REVIEW oFOR YOUR INFORMATlON
TOTAL PAGES, INCLUDING COVER: 2 COMMENTS: CRAIG. As REQUESTED. HE:RE: Is AN EXECUTED CONSTRUCTION CHANGE DIRECTIVE ON THE WORK DESCRIBED IN YOUR PR004 AND PR005. PLEASE RETURN AN EXECUTED
COPY TO ME: As SOON As POssiBLE. JIM 
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o DIRECTIVE FlELD o AlA DOCUMENTG714' ELECTRONIC FORMAT OTHER o (fllh d~(W)U»f "pf,1t:d AlA [}ocwmmf t7Ju, Comtrl)Cfiofl ClIMer: AlJfhon'ulion.) j HIS DOCUMENI HXS lMPURlhNI ,£GAL CONS£QO£Nt£S:
CONSULIAliON WtJR AN AI lORN£\' 15 £MWWtAU.O (laiR KUPEC] iu j IS COMPLETION OR MOllIfICATION. AUTH£t*TtCAT!O~ OF TH1S £UCntONICAlLY DRAF'TEll All\ DOCUMEtlT MAY &E MADE BY US1NG All\
POCt!ME(:Q' Dim DIRECTIVE NO.: CO I OATE: .3-?-1 -0;:1 t. The proposed basis ofadjusltl1etll to the Contract Sum or Guaranteed MaximlJfll Price i$-: 1 I Lump Sum (increasej(decre"')
of. I I Uni. Price of. per 1)(1 as provided in Subparagraph 7.,.6 ofAlA DoannentA201.19ll7 edilion. I I "follows: 2. The Contrac\ Time is proposed to ~l;e adj\i6ted} (remain \.Ijlchallged}.
The proposed adjustment. ifall}'. is (an increase of days) {a decrease of days}. days}. W'he.n. signed by the Owner and Architect ana received by the COnlractor. this document becomes
effeclivc IMMEDIATFLY as a Construction Change Directive (CeD). and the Contraclo, ,hall proceed with lhe change(s) described .b""". Signature b)' th! Contractor indicates the Comuclor',
agreement with Ihe proposed ad~uslments in Contract Sum and Contract TUlle set forth ill this Construction Change Directive. Address CONTRACTOR e. o. ~i 0/016 Md,,,, BY: BY: -~. DATE:
DATE: ~ 1987 tHt AMtAtcAN INsiuUI£ 6f' Ai(cHITECls. illS NEW YORK AVENUE. N.w.. WASHiNGTON, D.c. O'lOiJ06:S29t AJA DocUMENT G114 ~ CONSTRUCTLON CHAI'IIGE DIR£CTlVE • 1987 EDITION· A1NfJ
~ WAANtN(i: Unlir:nnsed phofQ(OP'I'ing violiltes U.s. cQpytighllaw$ ar')o will subjq<:t 'ke viDh,tor to legal pro$~ution. This docIJmen' was e!«frt)nicaUy produced with permlssion of
the AlA and (an be nproduc..d In a«otdanc::e Wit" your Iic:cns~ wlthou! violation until the date of expirafiol'\ as noted belQw. User DocumenT: g714mast ~~ 71l'lfloo2. AlA license license
Nyman 1008651, wllkh E';:.:pires on lInl2003. . Ehmronic tortnal G114 ~ 1987 I 
HP LaserJet 3200se HP LASERJET 3200 invent MAR-21-2003 1:58PM Fax Call Report Job Date Time Type Identification Duration Pages Result 104 3/2112003 1:58:11PM Receive 9724061146 0:40
2 OK Hr. JFD Group 9724-0611<1-6 p.l 5_1>1'<)' ClJJ'.lG GAUSSwtAn ~ JI;,o 0l.!N'Y r "" p4Yt_m $ThveCM1-ITC~HlA ."t SVU>£""""~ 469,385.975:3 ~~ PHONt.o.wu.tlr:ot: ;",,'/1);:; 469.38S.!imea
I AJ; RE(,lVCST'l'tO. HEREI$AN ClCECU'l"EO CON5mUCTlON CHJ\.NGf D!RI!:CTl'!E ON ll1£WOAK tlCSCRIOm IN 'fOUR PR004 "NO PROO5. Pu:.<.sE"fI&Tl.IRN AN ~UTED COl"lfTOMEM SOON AS POS£lBI..£.

(972)456-7000. FAX (972)456-7043 5300 Belt LI.. Road March 17, 2003 Dear Addison Circle Business: I wanted to notify you ofan upcoming temporary change in parking availability as a result
of the Addison Arts & Events District construction. Beginning late this week, we will begin staging construction materials for The Pavilion building located near the intersection of
Addison Circle Drive and Witt Place. The Pavilion will be an outdoor catering service and special event building with kitchen and restroom facilities to serve the Arts & Events District.
To stage the construction of the building, the TQwn's contractor will be fencing off approximately six parallel parking spaces along the sidewalk and near the corner of Quormn Drive
and Addison Circle Drive moving west to the intersection of Witt Place. These parking spaces are all on the south side ofAddison Circle Drive. We anticipate these parking spaces will
be needed throughout the construction period that should conclude in September. We apologize for any any inconvenience this may cause. We are excited about the opportunities the opening
ofthe new Arts & Events District will bring to the community in the near future. The Town is working now to bring new events and activities to the area that we hope will benefit your
business. Should you have any questions regarding the construction process, feel free to contact either Jim Duffy, Construction Project Manager at 972/241-2816 or me at 9721450-7010.
Sincerely, . ~ /Chris Terry ~ Assistant City Manager cc: Ron Whitehead, City Manager Carmen Moran, Development Services Director Mike Murphy, Public Works Director ~--Jim Duffy, Construction
Project Manager rJ\/~ ~27 
· I MAR-21-2003 FRI 07:45 AM ABSTRACT CONST FAX NO, 469 385 9753 p, 02 ABSTRACT CONSTRUCTION March 20, 2003 Mr,Jim Duffy ]FDGroUp 3887 Ridgdake Cowt Addison, T=s 75001 DearJim: Ducingthe
Progress Meeting on March 19,2003 Change Order 1/2 was returned llllSi&ned until the dispute is resolved on the .dditional cost of supervision and field office per.lonneJ dire;tly attributable
to the cbange, WIth keeping in accrndan"" with the Contract We are requesting that a O:lIlstruetion Cluing. Directive be prepgred for the ireJns in Cluinge Order 1/2. Per section 7.3.2
"ACon.struction Clang. Directive shall be used in the absence of total agreement on the tenns of a Change Oxder,· Per ,ection 7.3.1 the Coostruction Change Directive is "prepgred by
the Const:ruaion Manager and signed by the Owner. ConstructionManagerandAl1:hitect, directing a cbange in theWork .• ,. Please fOl'W3l<l theConstruct:ioo Change Directive to our office
as soon as possible, so we IIl'\Y conrinuewith this change in work Thank you, foryourtime and consideration ofthis maLter. Project Manager cc. Canncn Moran Steve Chuchian Slade Suiddand
111S7 ABLES LANE • DALLAS, TEXAS 7S229 • T,L 972 620·~438 • fAX; 972 620·262S 
MAR-21-2003 FRI 07:45 AM ABSTRACT CONST FAX NO. 469 385 9753 P. 01 Abe..,...!).. """""'1 ~I;a),. Catt.~Jcm Whmil98r FACSIMILE T'RANSMITTAL SHEET TO; FROM: Steve CnutchUm Craig A. Gaussiran
COMPANY: OATt:£: Town of Addison 3/21/03 IIJI..X NUMtJElt: S13NOF.lt'S }1J\.l( NVMUnR: 972·450·2837 469·385-9753 PHONB NUMDER; SUNDER'S PHONIi NUMBER: 972·450·2886 469·385-9723 1lE:
'fOTAL NO. or PACES fNCf.UD!NG COVErt: Addison Arts and Events 2 o URGENT 0 FOR RBVlliW 0 PLl<ASl< COMMltN1' 0 PLEASE REPLY 11151 AB1.KS LANH DAr,LAS: TEXAS 75229 
;\1 d Fa . OO:··..iii•••ufijl iAI3;;';' .biiijlll.fm. Mar 1S 03 04;33p The JFD Group 9724081148 p. 1 ADDtsON. TX 75001 FAA~ 972.406.1 t 46 £MAIL: .JFOG~OUf.@lFLASH.NET SEND TO: CARMEN
MORAN STEVE CHUTCHIAN FROM: JIM DUFFY SLADE STRICKLAND FAX NUMSE:RS: 972.450.7043 972-450.2837 DATE: 3/19/03 ! 972.450.2834 PHONE NUMBER: I I J oURGENT 0 REPLY ASAP 0 PLEASE COMMENT
0 PLEASE REVIEW ~ FOR YOUR INFORMATION TOTAL PAGES, INCLUDING COVER: 3 COMME:NTS: LEITER TO ABSTRACT REGARDING PROGRESS OF CONSTRUCTION. L.._________________________....l 
-@....4.I. H fax Statl n : Mar 19 03 04:331" The JFD Group 9724061146 1".2 JAMES F. DUFFY March 19, 2003 VIA fAX & USPS Mr. Craig Gaussiran Project Manager Abstract Construction 11157
Jlbles Lane Dallas, TX 75229 Re: Addison Arts & Events District Progress of Construction Deaf Craig: The purpose of this letter is to express our concern, in light of your latest schedule
update, with the progress of construction on the Addison Arts and Events District project. Based on your schedule, your completion date has slipped from the contract completion date
of September 6. 2003. to a currently projected Ocrober 9, 2003. without aIIowing for a potential shut down for the Oktoberfest event described in paragraph 3.10.6 of the Supplementary
Ceneral Conditions 01 the contract A detailed analysiS 01 Abstract's Baseline Schedule and Current Schedule raises serious concerns about Abstract's ability to use the schedule to effectively
represent progress of the Work or to accurately project completion. Based on your latest update. the project has lost 36 calendar days in only two months between the Baseline Schedule
and Current Schedule 'presented in that update. Observing work in the field during that period, I find thet hard to accept. Abstract's and the Owner's ability to use the Baseline Schedule
and its periodic progress updates as the mechanism for forecasting the timing and priorities of luture work depends on how wen Abstract crafted the Baseline Schedule and how accurately
it interprets each activity's status during the progress update process. Abstract provided a Baseline Schedule in which a number of activities Were disconnected from the network. While
the progress of each activity may be accurately provided. Abstract is Ilkely finding it difficult 10 demonstrate the impact of a delay or acceleration using activities in disconnected
segments of the network during progress analysis. This may account for the current projected completion date or it may not; but it does demonstrate we don't hove the tool we need ro
effectively plan. The level of detail of the work represented in a schedule should b. such that anyone reading a schedule report can clearly identify both the work and the status of
the work in the field. This facilitates the objective recognition and reporting of activity status in progress updates. Except lor simple tasks or long-lead procurement, it is a good
practice for the level 01 detail of the work represented by a single schedule activity to not reqUire more thon 14 calendar days to complete. Abstract chose to represent its work remaining
after 6 January 2003 in 42 activities, 30 of which have durations exceeding 14 days. You may be finding it difficult to survey the quantity 01 work performed during progress analyses
'nvolving these larger, more generalized activities. 3887 RIDGELAKE COURT. ADDISON, TX • 75001 PHONE: 972.241.2816· FAX: 972.406.1146 JFOGROUP@FLASH.NET 
RecelV Fax: I, 9 200 . 4 F tn' SERJET 3200 . 3 Mar IS 03 04:34p The JFD Group 9724061146 p.3 -2-Maoch 19, 2003 Comparing Abstract's Current ScheduJe with its Baseline Schedule indicates
the schedule slippage previously discussed. Howe""" unlike the critical path of the Baseline Schedule, which showed a continuous flow of work ITom the Data Date to the Project end date,
the critical activities in the Current Schedule do not form a critical path explaining the c.use of the end date slipping. Due to Abstract's failure to provide a Current Schedule that
accurately demonstrates Abstrac~s plan for timely performance of the Work. I am ordering you under paragraph 3.10.1 of the Supplementary General Conditions of the contract to take corrective
measures necessary to expedite the progress of construction. cc: Carmen Moran Steve Chutchian Slade Strickland 
SA 14516.05 ADDISON ARTS & EVENTS DISTRICT ADDISON, TEXAS DOCUMENT 00952 BULLETIN NO.2 DATE: March 10, 2003 TO: ABSTRACT CONSTRUCTION 11157 Ables lane Dallas, Texas 75229 Tel.: 469-385-9700
Fax: 469-385-9753 Att: Craig Gaussiran, Project Manager FROM: SASAKI ASSOCIATES, INC. 64 Pleasant Street Watertown, Massachusetts 02172 PROJECT: ADDISON ARTS & EVENTS DISTRICT Addison,
Texas This Bulletin consists of three (3) pages plus attached revised drawings. Description: This Bulletin includes the following: 1. Revise Street light fixture. 2. Add Street Light
fixtures with floodlights along south side of Festival Way. 3. Indicate north-south expansion joint locations in Festival Way roadway paving. 4. Add handrails, colored concrete and textured
scoring pattern to handicapped ramp at east side of Pavilion. 5. Revise scoring pattern for handicapped ramps. 6. Revise drinking fountain configuration and orientation. 7. Eliminate
some Youpon Holly and CrapemyrtJe from Planting Plan. 8. Add duplex ouUets at paved area in in The Bowl. SPECIFICATIONS DIVISION 2 -SITE CONSTRUCTION Section 16525 -Site Lighting 1)
Page 16525-2, Subparagraph 2.02, C., revise to ·Street lights: shall be #2 SL BB18V3 -175MH -SLA 17-2-MOD 5" Pole -PR5 5R18250 -Black -277V -BBD5 24, manufactured by Architectural Area
Lighting, La Mirada, CA 90638. 1. All Street Lights, except lights along south side of Festival Way, shall have GFI duplex receptacle with gasketed self-closing cover welded to pole,
painted to match. 2. All Street Lights along south side of Festival Way shall be modified to accept one Infranor Callisto-12 floodlight, 175MH, RW, 277V, C, YK, with slip fitter modified
to fit 5" pole, manufactured by Sterner lighting Systems, Inc., Winsted, MN 55395. Finish shall be black polyester powder coat paint Floodlights shall have separate control wiring so
they may be operated independently from Street light fixtures." March 10, 2003 00952 -1 BULLETIN NO.2 
SA 14516.05 ADDISON ARTS & EVENTS DISTRICT ADDISON, TEXAS DRAWINGS Drawing C2-1 -Materials Plan 1. Indicate expansion joints in concrete roadway pavement at Festival Way. 2. Add Street
Light fixtures along south side of Festival Way. Drawing C2-2 -Materials Plan 1. Indicate expansion joints in concrete roadway pavement at Festival Way. 2, Add Street Light fixtures
along south side of Festival Way, Drawing C2-3 -Lavout Plan 1, Revise layout information for Street Lights along north side of Festival Way to center foundations between edge of sidewalk
and fence. 2, Add Street Light fixtures along south side of Festival Way. 3. Add note to Legend regarding layout of Street Lights. DraWing C2-4 -Layout Plan 1. Revise layout information
for Street Lights along north side of Festival Way to center foundations between edge of sidewalk and fence. 2. Add Street Light fixtures along south side of Festival Way. 3, Add note
to Legend regarding layout of Street Lights. Drawing (;4..1 -utilities Plan 1, Add Street Light fixtures along south side of Festival Way. Drawing (;4..2 -Utilities Plan 1. Add Street
Ughtfixtures along south side of Festival Way. Drawing (;4..3 -Utilities Plan 1. Add Street Light fixtures along south side of Festival Way. DraWing C5-1 -Materials Plan Detail 1, Indicate
handrails and scoring pattern on handicepped ramp, east of Pavilion building. Drawing C5-2 -Materials Plan Detail 1. Add Utility Box detail indication. Drawing C5-3 -Paving and Lavout
Plan Detail 1. IndiCale handrails and scoring pattern on handicapped ramp, east of Pavilion building. Drawing C5-4 -Paving and laYout Plan Detail 1. Add layout information for Utility
Boxes. Drawing C7-1-Site Details 1, Detail 1 : Revise scoring pattern on handicapped ramp. Drawing C7-2 -Site Details 1. Detail 9: Revise location of dog bowl on drinking fountain and
position drinking fountain on concrete paved area to provide for adequate wheelchair accessibility. DraWing C7-3 -Site Details -Lighting 1. Add Detail 6, Steet Light Detail. DraWing
C7 -13 -Site Details -Stairs 1. Details 7 & 8: Add handrails to both Sides of handicapped ramp, east of Pavilion building. March 10, 2003 00952 -2 BULLETIN NO.2 
SA 14516.05 ADDISON ARTS & EVENTS DISTRICT ADDISON, TEXAS Drawing CB-B -Site Details -prainage 1. Add Detail?, Utility Box Detail, for duplex outtets added at The Bowl area. LANDSCAPE
Drawing L 1-1 Planting Plan 1. Delete some Youpon Holly along west side of The Ellipse. 2. Add Street Lights along south side of Festival Way. Drawing L1-2 Planting Plan 1. Delete some
Crapemyrtle at Garden areas. 2. Add Street Lights along south side of Festival Way. Drawing L2-1 Planting Details and Plant list 1. Revise quantities of Youpon Holly and Crapemyrtle
in Plant list ELECTRICAL Drawing E1-1 Electrical Plan-West 1. Revise street lighting along Addison Circle Drive and north side of Festival Way to accommodate twin head fixtures. Add
five twin headed street lights with post-mounted floodlights on the south side of Festival Way. Drawing El-2 Electrical Plan-East 1. Revise street lighting along Addison Circle Drive
and north side of Festival Way to accommodate twin head fixtures. Add five twin headed street lights with post-mounted floodlights on the south side of Festival Way. Add four duplex
weatherproof, GFCI receptacles mounted in concrete utility boxes in The Bowl area. Drawing E3-1 Electrical Panelboard Schedules 1. Revise panel board schedule loads for additional lighting
and receptacles. END OF BULLETIN March 10, 2003 00952 -3 BULLETIN NO.2 
ReeelVed Fax' 2 , Mar 18 '82003 1:fi6p· F x Statlon . R T 320 . 03 01:00p The JFD Group 9724061146 p.2 JAMES F. DUFFY VIA fAX & USPS Mr. Craig Gaussiran Abstract Constru etion 11157
Ables Lane Dallas, TX 75229 Re: Addison Arts & Events District Abstract Request for Time Extension Dear Craig: On March 10, 2003, Abstract provided notice that it had " ... experienced
delays in the critical path of theprojecr' and requested an extension of the contract end date in accordance with Article 8.3.1. ofthe General Conditions. In utilizing its Current Schedule
to show delay, Abstract has represented the delay in the form of activity 900 "Owner's removal of power poles" which is inserted into your Current Schedule. Abstract maintains the slippage
of the Project Finish date from 4 September 2003 (see Baseline Schedule, below) to 9 October 2003 (see Current Schedule, below) was caused by the Owner's failure to timely perform, and
that Abstract is therefore entitled to receive a Contract Change Order adding "approximately approximately 26 days" to the contract end date. Baseline Schedule. Data Date -6 lanuary
2003. Abstract had previously provided a 51-activity Project Baseline Schedule showing progress as of its 6 January 2003 Data Date. It had: l! Start date of 02DEC02; a Finish date of
04SEP03; a Run date of 06jAN03; and a Data date of 06JAN03. Information for each activity included; Activity ID, Description, Original Duration, Remaining Duration.. Early Start date,
Early Finish date, and a time-scaled bar chart. The bar chart indicated the critical path of this Schedule consisted of the following activities (referenced first by Activity 10): 2000
(Site /Earthwork) 3000 (Fountain Plaza /Earthwork) 3100 (Fountain Plaza /Fountain equipment) 3200 (Fountain Plaza/Concrete) 3400 (Fountain Plaza /Stone Wall) 3600 (Fountain Plaza 151.te,
Stone and granite pavers) 3700 (Fountain Plaza ILandscape) 3800 (Fountain Plaza /Metal Grating) 7110 (Paving /Substantial Completion) Current Schedule. Data Date = 7 March 2003. Abstract
preceded its notice of delay with a computer printout of its 51-activity Current Schedule showing progress as of its 7 March 2003 Data Date. It had: a Start date of 02DEC02; a Finish
date of O90Cf03; a Run date of 07MAR03; and a Data date of 07MAR03. Information for each schedule activity included; Activity 10, Description, Original Duration, Remaining Duration,
Early Start date, Early Finish date, Total 3887 RIDGELAKll COURT' ADDISON, TX • 75001 PHONE: 972.241.2816 • FAX: 972.406.1146 JIDGROUP@FLASH.NET 
p.3 R wed Fa : IIA 18 03 1 :06P ax Station· P !':'RJET 00 . Mar 19 03 01:00p The JFD Group 972401B 146 -2 March 18, 2003 Float and a time-scaled bar chart. Project critical activities
(those having a Total Float v.lue of 0 days) were: 2000 (Site/Earthwork) 3100 (Fountain Plaza /Fountain equipment) 3200 (Fountain Plaza /Concrete) 3400 (Fountain Plaza /Sto"e Wall) 3600
(Fountain Plaza ISlate, Stone and granite pavers) 3700 (Fountain Plaza /Landscape) 3800 (Fountain Plaza /Metal Grating) 7110 (paving/Substantial Completion) Activities in Abstract's
Current Schedule (Data Date 7 March 2003) matched activities in your Baseline Schedule (Data Date 6 January 2003), except: • Activity 5.~00 "Concrete Curb & Gutter" has been deleted;
• Activity 900 "Owner's removal ofpower poles" has been added; Activities 2200 "Drainage fields", 2000 "Earthwork" and 4000 "Earthwork" were reported to be completed; and • Activities
900 "Owner's removal of power poles", 3200 "Concrete" and 3300 "Fountain Vault Work" were reported to be underway. The Project Finish date of Abstract's Baseline Schedule waS Early Finish
= 4 September 2003. The Project Finish date in its Current Schedule is Early finish =9 October 2003. This indicates that during the two months that transpired between issuing the Baseline
and Current Schedules, the Progress of the Work has slipped 36 calendar days. Analyzing activity Total Float values and bar chart representations within your Currcnt Schedule dearly
shows activity 900 (Owner's removal of power poles) was not critical (Total Float is 27 days). While Abstract's Current Schedule identified the progress 01 the Work was delayed, it failed
to show the Owner caused the delay. Due to Abstract's failure to show the Owner caused a delay in the progress of the Work, I find insufficient justification to grant a Change Order
to Abstract extending the Contract TIme. As to your additional request for an extension in the early completion bonus date, I rofer you to Paragraph 7.4.1 of the contract and the specific
wording, "For purposes of the calculation and the detennination of entitlement to the incentive payment stated above, the Original Contract TIme will not be adjusted for any reason,
cause or circumstance whatsoever, regardless of fault, ... " cc: Carmen Moran Steve Chutehian Slade Strickland 
·. , Ma':' 18 03 01:00p The JFD Group 97240S114S p. 1 FAX: 972,406,' 146 EMAll..:JFOGROlJl.l>@F\..ASIi.NI::T SENOTO'; CARMEN MORAN STEVE CHUTCHIAN rROM: J'MDUFFY SLADE STRICKLAND FAX
NUMBERS: 972.450.7043 972.450.2837 DATE: 3/18/03 972.450.2834 PHONENUMI3ER: DURGENT DREPLVASAP []PLEASECOMMENT DPLEASEREV'EW ~FORVOURINFORMATION TOTAL. PAGES, INCL.UDING COVER: 3 COMMENTS:
LETTER TO ABSTRACT REGARDING REQUEST FOR TIME EXTENSION. CALL IF YOU HAVE QUESTIONS, 
HP LaserJet 3200S8 HP lASERJET 3200 invent MAR-18-2003 1:07PM Fax Call Report Job Date Time Type Identification Duration Pages Result 46 3/18/2003 1:06:06PM Receive 9724061146 1: 04
3 OK Har J8 03 OI:COp Th• .JFO G.......p p-, -.CMME1o: MOHAN STevECH\ftCWAAr St..N»! SlRfCI(UU\lO ""'"' JlMOi.fITv ..,....... HU..IISf$; gnAro"!~::s 972.4!iO,Za37 972ASO.2.1!!134 J:Mn;;
~£I#.I~.-3/18/03 TOTAl..PAGES.tNCLUDINGCOllER: 3 LI':'rn:.I!,.o AUSHIACTREGAROINC n~O\.Iesr "OR 'nWE EZfl.'i.N.SION, CAL.1..IF YOU_'I£ OUc.snONS. 
Steve Chutchian From: Jim Duffy [jfdgroup@f1ash.netj Sent: Friday, March 14, 2003 4:54 AM To: Craig Gaussiran Cc: Cannen Moran; Steve Chutchlan; Slade Strickland Subject: Weld Testing
Craig, The Town has decided to do a visual inspection of the welds on the Pergola structure. The inspection and any subsequent testing will be done by Terra-Mar. Please send me the location
of the material and a name and phone number for Terra-Mar to contact to coordinate their visit. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241. 2816 972.406.1146 fax 972.998.5076
cell 1 
Steve Chutchian From: Chris Terry Sent: Friday, March 14, 2003 9:41 AM To: Michael Murphy Cc: Steve Chutchian Subject; FW: Staging for Pavilion Building Mike, FYIChris -----Original
Message----From: Jim Duffy [mailto:jfdgroup@flash.netJ Sent: Thursday, March 13, 2003 6:07 AM To: Harold Casler; Craig Gaussiran Co: Carmen Moran; Tom Dohearty; Chris Terry; Rob Bourestom
Subject: Staging for Pavilion Building I talked with Assistant City Manager Chris Terry this morning regarding our discussion yesterday about staging for the Pavilion Building construction.
We will be able to Use the parking spaces closest to the circle and across from the jeweler on Addison Circle Drive to stage materials for the building. Chris and I will meet with the
jeweler tomorrow morning to explain our plan to him. Harold: We will need a traffic control plan including signs, routing, barricades, etc. we can share with the proper authorities in
the town. We will also need the date you plan to implement and take over this area. We also have permission to stage the job trailer on the open property east of the Stone cottage across
Addison Circle Drive from the building site. Harold: Please contact me when you are ready so we can meet on site with the Conference Center manager and identify the area to be used,
fencing, restrictions on use, maintenance, etc. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1 
A.caLved: 3/13/03 6:50PM; 9724061146 -> TOWll of AddlS01'; Page 1 Mal" 13 03 06:48p The JFD Group 9724061146 p.l AODISON. TX 7500 1 SENCJTO: STEVE CHUTCHIAN FROM: JIM DUFFY ATTENTION:
DATE: 3/13/03 FAX NUMSER:972.450.2837 PHONE NUMBER.~ oURGENT 0 REPLYASAP 0 PLEASE COMMENT 0 PLEASE REVIEW ~ FOR YOUR INFORMATION TOTAL PAGES, INCLUDING COVER: 3 COMMENTS: LETTER TO DAVE CLOUGH RE ABSTRACT DTSPUTE

Received: 3/13/03 6!50PM; 9724061146 -> Town o~ Addison; Page 2 Mar 13 03 06:48p The .JFD Group 9724061146 p.2 JAMES F. DUFFY March 13, 2003 VTAFAX Mr. Dave Clough Sasaki Associates,
Inc. 64 Pleasant Street Watertown, MA 02172 Re: Addison Arts & Events District Abstract Construction March 10 Letter Dear Dave: On March 10, 2003 Mr. Chris Robinson, Vice President of
Abstract Construction wrote you a letter requestin'" your review of a dispute. His contract reference for his request was based on Paragraph 4.7.7 of the contract. [ believe it is more
correct to address this issue through the provisions of Paragraph 4.8.4. of the Supplementary General Conditions. Regardless, the purpose of my letter is to share my reasoning for rejecting
Abstract's claim for certain costs. Paragraph 7.3.6.5 of the General Conditions is not cited completely correctly in Mr. Robinson's letter by stating "additional cost for supervision
and field personnel directly attributable to the change" will be compensated. My evaluation was based on the ful11anguage of "additional cost ofsuperviSion and field office personnel
directly attributable to the change" (emphasis added). A key phrase in my evaluation is "directly attributable to the change". Tn evaluating Abstract's proposals PROM and PR005 I deleted
the money added to the subcontractor's quote, identified as self-performed work. Backup information submitted with the quote indicated the self-performed work to be time and labor burden
for the project manager and superintendent The work in the proposals was subcontractor work involving modification of existing scope. It involved no new work by Abstract forces and no
additional superVision by the full-time, on site superintendent. I therefore rejected the additional charge for superintendent time. In a subsequent telephone conversation even Mr. Robinson
acknowledged the added superintendent time probably wasn't justified. I rejected the project manager time and burden because the project manager is not field office based. As a home
office based member of their team, the project manager is covered by the 5'}1. markup allowed under the contract for "overhead and profit for extra work performed by a Subcontractor
and supervised by (Abstract)". In his capacity as a home office based employee the project manager is covered by the markup. just like people in accounting or estimating who may perform
duties relared to this project. 3887 RlDCELAKE COURT· ADDISON, TX • 75001 PHONE: 972.241.2816 • FAX: 972.406.1146 ]FDGROUP@FLASH.NlIT 
p.3 :eceived: 3"3/03 6:50PM; 9724061146 ~> Town o. Addison; Page 3 Mar 13 03 06:48p The JFD Group 9724061146 -2-Marchl3-2003 Abstract has internaUy decided to charge the project manager
as "Direct Job Cost" and that is an acceptable practice, but it is Abstract's decision as a company. The Town should not be expected to pay extra costs because of their policy. Other
companies do not follow the same practice. They carry the project manager cost as part of their markup or have estimators handle such things as pricing changes, handling submittals,
shop drawings, etc. I look forward to receiving your decision on this matter. Please reel free to contact me if you have questions on any of the above. cc: Chris Robinson Carmen Moran
Steve Chutchian Slade Strickland 
Steve Chutchian To: Jim Pierce; Michael Murphy Subject: FW: Trench Drain -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netJ Sent: Wednesday, March 12, 2003 7:22 AM
To: schutchian@ci.addison.tx.us Cc: Dave Clough Subject: Re: Trench Drain Steve, The trench drain is an Bit drain and connected to an a" pipe. That is the same size as the cleanouts
On one end of the retention fields. Since the retention cleanouts were designed to be serviced by the VAC truck, I assume it can access this location after removing the grate. Let me
know if you want further evaluation. Jim On Wednesday, March 12, 2003, at 04:52 PM, schutchian@ci.addison.tx.us wrote: > Jim -Our staff discussed the design backwater affect in manhole
#4 on > the > Arts & Events Site with Sasaki. Apparently, we are going to need to > access > the upstream trench drain (near the stage) for routine maintenance > with our > VAC Truck.
Can you look at the design of the proposed trench drain, > and > determine what size is needed to accommodate our VAC Truck. This will > allow > our field crew to clean out the line
periodically. Thanks. > > Steve C. > 1 
Steve Chutchian From: Jim Duffy ~fdgroup@flash.netl Sent: Wednesday, March 12,20036:01 AM To: Carmen Moran; Steve Chutchian; Slade Strickland; Lynn Chandler Cc: Tom Dohearty; Harold
Casler Subject: Pavilion BuildingProgress meetings At the pre-construction meeting yesterday on the Arts District Pavilion project we discussed doing the Pavilion Building progress meetings
with Big Sky Construction immediately following the Arts District meeting with Abstract. That means we would meet every other Wednesday afternoon at approximately 2:30 p.m., beginning
next Wednesday, March 19. Would you please let me know if this schedule creates a problem for you or any of your staff who would regularly attend these meetings? Jim Duffy 3887 Ridge1ake
Ct. Addison, TX 75001 972 .241. 2816 972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian To: jfdgroup@flash.net Subject: Trench Drain Jim -Our staff discussed the design backwater affect in manhole #4 on the Arts & Events Site with Sasaki. Apparently, we
are going to need to access the upstream trench drain (near the stage) for routine maintenance with our VAC Truck. Can you look at the design of the proposed trench drain, and determine
what size is needed to accommodate our VAC Truck. This will allow our field crew to clean out the line periodically. Thanks. SteveC, 1 
Ae061ved: 3/11/03 5:00PM; 4ae 385 9753 ~> Town o~ Add~eon; Page 2 NAR-11-2003 TUE 04:57 PM ABSTRACT CONST FAX NO. 469385 9753 ABSTRACT CONSTRUCTION :March 10, 2003 Mr. Dave Clough SASAKIASSCX:IATES.
INC. 64 Pleasant Street Watertown, Massachusetts 02172 ~Dave: In accorclance with the Conttact paragrnph 4.7.7 we provide this noti6carioo of adispute regarding change orders. The clause
for Construction Change :Directives section 7.3.6.5 stateS that "additional cost of supeMsion and field pelSOlllld directly attributable to the change" will be compensated. Based upon
this clause, ourProposal Request includes time for the SUpeO!ltendenr and the Project Manager. The Proposal Request as submitted was denied. The time for the Superintendmt and the Project
Manager WlIS deleted co.m:rntyto the Contract. 'The reason given for deleting the Project Manager's time was that he is considered Ovetbead. This is not the case. The Project Managers
time is a Direct Job Cost. Accozdingly, per the Contract Abstr.ict is entitledto entitledto charge for Superintendent andProject Manager time. We request your review and confirmation
ofthis inte!pretation ofthe Comract. '!hankyou, for time and consideration ofthis matter. cc. JimDuffy CannenMoran Steve Chuchian Slade Stticldand P. 02/02 11157 ABLES LANE' DAllAS.
TEXAS75229 • TEL: 469.385,9700 • fAX, 469,3B$,9753 
• MR-II-2003 TUE 04:57 PM ABSTRACT CONST FAX NO. 469 385 9753 P. 01102 Abeto....ot 0en.,.1 ContsrIMS'tM::H"' Can--....tllDn M",,_r FACSIMILE TRANSMITTAL SHEET TO, FROM; Steve Chutchian
Cluis Robinson COMPANY: DATI!: Town ofAddison 3/11/03 FAX NOMBRl\: SENDER'S ~AX NUMDBJIJ 972-450-2837 469-385-9753 PHONE N UMBBRl SBNDBR'S I'HONR NUMI:H!R.: 972-450-2886 469-385-9723
TO'!'Al. NO. OF PAGF,s INCLUDlNG covrut: Addison Arts & Events 2 o URGENT D FOR REVlI>W D PI.EASE COMMENT D PLEASE REPLY D PLEASE RECYCl.E NOTJ?S/COMMENTS; 11t57 ABLI!S LANH DALLAS,
TllXAS 1S2Z\iI 
Steve Chutchian To: Dave Wilde Cc: Jim Pierce Subject: RE: Channel drainage Dave -I think it is obvious that certain individuals are not receptive to our staff addressing any construction
issues at the site. It is very disappointing. You are doing a great job of observing conditions. Keep an eye out anyway. Steve C. -----Original Message----From: Dave Wilde Sent: Tuesday,
March 11, 2003 4:42 PM To: Jim Pierce; Steve Chutchian Subject: FI'I: Channel drainage There's my answer. Dave Wilde Public Works Inspector Town of Addison PH: 972-450-2847 -----Original
Message----From: Jim Duffy [mailto:jfdgroup@flash.netj Sent: Tuesday, March 11, 2003 10:11 AM To: dwilde@ci.addison.tx.us Cc: lfolse@ci.addison.tx.us Subject: Re: Channel drainage Dave,
I met today with Bruce Ellis and the fountain installers regarding this condition. We decided to leave it as installed. I'll be happy to go over it with you in detail if you like or
you can talk to Bruce. Jim On Tuesday, March 11, 2003, at 09:50 PM, dwilde@ci.addison.tx.us wrote: > Les, > > I just came from the site, and I asked one of the employees of the > Georgia
> Fountain about the high pipe penetrating the wall of the channel (see > attached pictures), and he told me that they were overflow drains that > would > be open (not capped). I asked
him about pea traps, and he said I > would have > to ask one of the plumbers. So apparently they are not capped > cleanouts as > We discussed this morning. My question then is still,
"How do we keep > sewer > gasses from venting through these overflow drains at the surface of the > channel water?" These pipes (especially the south end of the channel) > are > at the
high end of the sanitary sewer, so the methane type "lighter > than > air" gasses will be seeking an outlet. > > «Channel drain to san N end 030703.jpg» «Cahnnel san connection N > end
1 
> 030703.jpg» «Channel drain to san Send 030703.jpg» > > Dave Wilde > Public Works Inspector > Town of Addison > PH: 972-450-2847 > > <Channel drain to san N end 030703.jpg><Cahnnel
san connection N end > 030703.jpg><Channel drain to san Send 030703.jpg> 2 
Steve Chutchian To: Dave Wilde Subject: RE: Event site drainage Dave -After construction is completed, I think it is a good idea to contact Neil G. about potential odor/mosquito problems.
He may have to treat the area on occasion. Regarding the design, the Project Manager directed the contractor to construct the system according to plans. After further discussion with
Mike, it is understood that J. Duffy is the responsible individual in charge of the project. he is aware of the situation, and his direction has been expressed to the contractor. Accordingly.
this correspondence will be placed in our file for record purposes. Your attention to this situation is appreciated. Steve C. --Original Message-···· From: Dave Wilde Sent: Monday, March
10, 2003 3:50 PM To: steve Chutchl.n Subject: Event site drainage FYI. On or about 03/03103 Garth w/Abstract told me that there would be some drain lines that would hold water. I asked
him to check with Mr. Duffy ifthat was right, because I didn't think we wanted standing standing water in our RCP drain pipes. He said he would check it out. On Friday 03/07/03 I heard
him tell the subcontractor's surveyor to lay it out according to plan. Today, the contractor's superintendent asked me about It and I told him to follow the directiOns he got from Abstract.
This aftemoon Garth told me he found out from Mr. Duffy on Friday to build it according to plan, and that the line from the stage vault entrance grate inlet to DMH 4A would be holding
4" of water. and that it would get deeper as it goes toward DMH 4, because the flow line into DMH 4 is 1.11 feet lower than the outlet from DMH 4 to DMH 5. There is also a situation
at Retention Field 1 where the flow line out is at 631.5, and the flow line into the field is at 630.51. The inverts of Area Drains 1 and 2 are 630.66 and 630.S7 respectively. That means
there will be approx. S" of water in those area drains constantly.(the difference from the oullet of the retention field and the outlets of the area drains.) Apparenlly the theory is
is that at least in the retention field, the water will eventually seep out of the perforations into the fractured rock and drain out. I don't know what will happen to the water held
in the RCP from the Stage vault or to the RF 1. Do we need to let Neil in Environmental Health know about the potential mosquito breeding that will most likely occur in these retention
fields and pipes? Maybe he can have these areas treated on a regular basis to minimize that potential problem. 'Dave 'WiUte Public Works Inspector Town ot Addison PH: 972-450-2847 1

Steve Chutchian From: Craig Gaussiran [craigg@abstraclmail.comj Sent: Thursday, March 06, 2003 6:28 PM To: Jim Duffy Cc: Carmen Moran; Steve Chutchian; Slade Strickland Subject: RE:
Schedule update Jim, The schedule that we gave to you was in fact the identical schedule as the first suretrak schedule. However this was not done intentionally, this was a result of
e-mail confusion between Garth and myself and we apologize for that. We previously submitted an updated schedule, as per the original format of Microsoft Projects that was included in
the bid documents and the weekly meetings. This was rejected because it was not in SureTrak form. Per your request I had Garth update the schedule in SureTrak. As you well know schedules
are crucial to any construction project especially one of this nature. We are constantly updating the schedule and changing the flow of the job to accommodate for the delay of the pole
removal. We have never submitted a schedule to be "eye wash" or a marketing tool, we use the schedule schedule as it is intended. As I am out of the office in the morning I will have
the SureTrak schedule to you by noon on Friday. Craig A. Gaussiran Project Manager Abstract Construction Company -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netl
sent: Wednesday, March 05, 2003 9:37 AM To! Craig Gaussiran Cc: Carmen Moran; steve Chutchian; Slade Strickland Subject: Schedule update Craig, The schedule "update" you provided for
me today is identical to the original schedule provided to us. It does not reflect any progress or lack of progress in any activity. It uses the same data date as the original run. It
is not an update and therefore does not give either of us a true picture as to where the project is in relation to its scheduled completion. Under the contract, Abstract is obligated
to provide monthly schedule updates. I have been patient in allowing you to get your feet on the ground and get your schedule update process worked out. My patience has not paid off
if today's "update" is reflective of Abstract's use of their scheduling system. I do not consider the schedule or updates to be "eye wash" to meet a contract requirement or a simply
a marketing piece. It is an integral tool in successfully completing this project and should be used as such. Please provide me a true and accurate update of the Addison Arts & Events
District schedule no later than 5 p.m. Monday, March 10, 2003. 1 
Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 2 
FINANCE DEPARTMENTIPURCHASING DMSION 5350 Belt Line Road (972) 45().7091 E-mail purcb.asing@ciaddison.tx.us F.""irnil. (972) 45(). 70% P.O, Box 9010 Addison, Texas 7500J March 4, 2003
VIA HAND DELIVERY Mr. Robert C. Long President Big Sky Construction Co., Inc. 2611 N. Beldine Rd. Sunnyvale, Texas 75182 Re: NOTICE TO PROCEED· BID NO. 03"()7 Addison Arts District Pavilion
Dear Mr. Long: This document shall serve as your Notice to Proceed for the above refurenced Project, and is issued and effective March 4, 2003 to provide all labor and materials as outlined
in the specifications, and under the terms and conditions of the contract documents. Enclosed please find four completed copies of the contract to be signed by an authorized officer
or principal of your firm. Please send the signed contracts along with the necessary insurance certificates, Payment Bond, Per:fiJrmance Bond, and Maintenance Bonds to Purchasing Office
before the commencement date. Please also note that work may not begin until all of these documents are received in the Purchasing office at 5350 Beh Line Road. The proposed improvements
and work shall be completed within one hundred ninety-six (196) calendar days following the date ofcommencement ofthe work, with the original contract price of $847,900.00. The date
ofcommencement ofthe work is March 14,2003 (the tenth day after the date of the issuance of this Notice to Proceed). Please include the Project name and Bid No. 03·07 on all monthly
invoices or other correspondence to the Town ofAddison. Should you have any questions, please contact my office at 972-450-7091. Sincerely, MinokSuh Purchasing Coordinator Ce: Cannen
Moran, Director of Development Services Chris Terry, Assistant City Manager Mike MUlPhy, Director ofPublic Works Bryan Langley, Assistant Director ofFinance Steve Chnlchian, Assistant
City Engineer Jim Duffy, Construction Manager Jennie Eastman, Budget and Procurement Manager 
Steve Chutchian From: Minok Suh Sent: Monday, March 03, 2003 5:16 PM To: Cannen Moran Cc: Chris Terry; Michael Murphy; Bryan Langley; Steve Chutchian; Jim Duffy (E-mail); Jennie Eastman
Subject: Notice to Proceed Cannen, Here is a copy of the Notice to Proceed letter to Big Sky Construction Co for the Addison Arts District Pavilion. I will send over the original to
give to the contractors with Bryan. Please let me know if you have any questions. Thanks Minok Proceed Letter.doc 1 
Steve Chutchian From: Jim Duffy Ufdgroup@fJash.net] Sent: Wednesday, March 05, 2003 9:37 AM To: Craig Gaussiran Cc: Carmen Moran; Steve Chutchian; Slade Strickland Subject: Schedule
update Craig, The schedule "update" you provided for me today is identical to the original schedule provided to us. It does not reflect any progress or lack of progress in any activity.
It uses the same data date as the original run. It is not an update and therefore does not give either of us a true picture as to where the project is in relation to its scheduled completion.
Under the contract, Abstract is obligated to provide monthly schedule updates. I have been patient in allowing you to get your feet on the ground and get your schedule update process
worked out. My patience has not paid off if today's "update" is reflective of Abstract1s use of their scheduling system. I do not consider the schedule or updates to be "eye wash" to
meet a contract requirement or a simply a marketing piece. It is an integral tool in successfully completing this project and should be used as such. Please provide me a true and accurate
update of the Addison Arts & Events District schedule no later than 5 p.m. Monday, March 10, 2003. Jim Duffy 3887 Ridgelake ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078
cell 1 
Page 1 of2 Steve Chutchian From: Jim Duffy Ufdgroup@f1ash.netl Sent: Friday, February 21,20036:52 AM To: Craig Gaussiran Cc: Carmen Moran; Steve Chutchian Subject: Fwd: ADA Drain Inlet
Craig, At the last progress meeting Carmen asked a question about the ADA requirements related to the alternate drainage grates we are planning to use. I raised the question with the
architect and he determined we do not have that concern except for grates in traffic areas. Below is the result ofthose conversations. Will you please contact CalHar and share this information
to be sure we get the right grate? Jim Begin forwarded message: From: dclough@sasaki.com Date: Fri Feb 21, 2003 6:18:02 PM EuropelLondon To: jfdgroup@flash.net Cc: tchang@sasaki.com
Subject: ADA Drain Inlet Jim, I talked to East Jordan Iron Woiks, suppliers of the alternate frames and grates that we thought were acceptable. They sent me drawings for the few castings
they have that meet the ADA req~. that openings be no larger than 112". I'm attaching the files for the one frame & grate that I think works with our area drain structure. We only need
one ADA spec. grate, forRl7, which is in pavement near the smallest water garden channel (SE corner of site). The open area for the grate is not given, but the drainage area for this
structure is very limited so I don't think it's critical. There is also another area drain to the southwest of it, about 35' away. Since this casting is square, it should be oriented
parallel to the edge ofchanneUedge of pavement 2/21/2003 
Page 2 of2 Let me know if there are any questions. 2/21/2003 
Steve Chutchian From: Jim Duffy Ufdgroup@f1ash.net] Sent: Tuesday. February 18. 200311:13 AM To: Dave Clough Cc: steve Chutchian; Carmen Moran Subject: grates Dave, Hope you're thawed
out! I also hope you have received the copy I sent last week of the site utilities re-submittal. If so please look at it and look at the alternate round frame and grate submittals. I
did not review them at the time because they submitted what you specified in your January 23, 2003 transmittal. I got a cost proposal from those changes in the January 23 transmittal
and in analyzing the numbers with the contractor discovered a couple of problems. First, the Neenah frames and grates are three times as expensive as the proposed Vulcan substitutions.
Additionally, the lead time is much greater and will require us to leave the catch basins open extra weeks. My review of the alternates was limited to the open area comparisons* In both
cases, the Vulcan grates have greater free area than the specified Neenah. If we can change to the Vulcan f&g from the Neenah we can Save both time and money. I need an immediate response
on this question because the Neenah have already been ordered and I don't know if We are still in the cancellation window~ Please let me know as quickly as you can. Jim Duffy 3887 Ridgelake
Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1 
Project: ADDISON ARTS 2WEEK L.OI Date: Tue :1111103 TlI9k Split Progress K~-: iliHi'i """'''''''''''''''''''<>1''",,,,,, Milestone Summary Project Summary •..... • ..... • External Tuka
External Milestone • Deadline .0 Pege1 
Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 (Phone) 469-385-9723 (Fax) 469-385-9753 Abstract eWNERlARCHITECT/ceNTIltACTeft ..fteG~ESS MEETING Minutes of Meeting N
•• 5 January 22. 2003, Wednesday 1:30 PM Meeting Addison Arts and Events District Jobsite Page: Cover Sheet Location: 15440 Addison Road Project No.: G02068E Project: Addison Arts &
Events District Here Attendee Company YIN Initials . Name Represented y CAG Craig Gaussiran Abstract Construction Company y Garth Rogers Abstract Construction Company y Jim Duffy JFDGmup
y Slade Strickland own Addiso y Luke Jalbert Town Addison N Steve Chutchian Town Addison N Ron Lee Town Addison y Dave Wilde Town Addison y Carmen Moran Town Addison N Jim Pierce Town
Addison The attached minutes reflect the author's interpretation of what was discussed, determined or occurred at the above referenced meeting. If any attendee feels there has been a
discrepancy or error in documenting the discussions, please notify the author In writing with in 5 days days of receipt of these minutes. Otherwise these minutes will be deemed to be
accurate and accepted as written by all parties in attendance. The Next meeting will be held at the following location, date and time: Location: Addison Arts and Events District Jobstte
Date: Wednesday, February 12, 2003 15440 Addison Road Time: 1:30 PM Prepared By: Abstract Construction Company Signed: Craig A. Giiussiran Dated: 
3 4 1 4 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.! 6 Page No.: 1 Project: G02068E· Addison Arts & Events DIstrict Item No. Description Status Opened Due Action Required
By Closed 01 • Field Progress Report Open 01/15103 Town of Addison Oncor Is to cap the gas line in 1 week 1-29-03 and will energize the new line and start removing poles in a week and
a half 1-31-03. 07 • RA's and Architect's Supplemental Instructions Open 01/06/03 RFIlog is attached for review. 08 • Submittals 1 Open 01/06/03 Submittal Log attached for review. 10·
1 Open 01/06/03 12 • Miscellaneous 1 Closed 01122103 02105103 Fiber Optics by trees along Addison Circle. Abstract will contact AT & T prior to demo work and have him determine the location
of the fiber. Damage to fiber is a major concern. Closed 01129/03 02110/03 Funding is pending . • Delays ....__._-Open 01129/03 Town of Addison ~ Completion of the Utility work is being
delayed by Oncor not completing capping off the gas and relocating the power poles. 15· New Business Open 02105103 AT&T is lolench Monday and should be a two day job. Poles are to be
removed by the end of next week (2-14-03) 1 
1 5 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 6 Page No.: 2 Project: G02068E· Addison Arts & Events District Item No. Description Status Opened Due Action Required By
Closed Open 02105103 Two approaches that are not shown on the demo plan are to remain and will be removed during road expansion. Open 02105/03 Jim Duffy has requested the SF of reinforced
earth. Open 02105103 The ArchITect wants to consider using a 1/4'. The concrete subcontractor will also check into the availability. Open 01/29103 Move waterline to the east and demo
tree if need be. 2 Closed 01/29/03 02105103 Removal of Cedar tree that was previously tagged to be saved has been approved. 3 Open 01129103 Expansion joints In the paving is to be every
200 feet and at intersections. ---------------..-~..4 Open 01129103 AbstractConsnuction Town of Addison is to determine if the center stlipe is neededJrequired. Closed 01129103 02105103
Jim Duffy requested an updated subllst. This will be distributed at the next weekly meeting. 6 Closed 01129/03 02105103 Progress photos are to be issued at the end of every month, via
e-mail • ..~..-~.. ---------------------------7 Closed 01129103 02107103 Riddle Electric is to contact Jim Duffy to discuss the loads for future users of the space. Open 01129/03 Gellayout
of equipment in the fountain vault to Jim Duffy . ..__.__..__._----------..__._.. -_.. _-8 
STATUS RFI LISTING .., A -AWAITING RESPONSE R -RESPONSE RECEIVED Abatract Project: 2068 -Addison Arts & Events District Date: 2/12103 Page No: 1 Originating RFI Subject r;tesentl . ~~:_I
~e~:~ed IStatusl-'l:ia [--Reference Contractor 1Vendor . &nt10 I Remarks '001 Ical Har IRequestfor CAD disk lor Site Utilities .''.'.' .__• IIIV" 11~17/02 I 121~9/02-1RC21 02605l IJFD
Group ] 1002 . 1Stra,,·iI &Assoclates, rl. }-;iE"'X=POc:=se=d";'Agg=='=eg=a:7te: :-------------! 12118102 1 12120702l 12119/021 ",-].-..-j-tl-----' 03000 . U.C. JFD Group L._.. -+--------1IBituminous
Pavers rl/06JOS-'I---O-Ol,"",IO"'61O-=-=-3-r1-Occ1~10-=7/""03'-IR~_ .~ . JFD Group I ,-~==~~~~,-~,----+-004 .~ IConcrete Sealer , 01/06103 1 01106103 I 01106103 I R I 07100_L-. JFD Group
005 ",i CalHar Construction, Inc. I·C=Ic-a--;crlfi;;-·c-aCt:lon-o'"'fc:M7a-n-=-h-o=-le-,C=-o-v-e-rs----------: 01110103 I 01113103 1 01110103 I R I E605 . ~Group , [006 -j--t'-;ocC"a;-;-IHC-arconstru
ctlon, Inc. Reid :Y---;O_ut_V:-ce=-ri_fic-:a_ti-:-o-::n;-;-~-:-__-:--____--lI01114103 I 01117103 I 01/17103 I R I I JFD Group ~O~_ ._ JCalHar Construction, Inc. IPost Hydrant Product
Data lor Approval 01/177031-::0-;-;1/1=7103~_'To1l17l03 I R I 02645.-1 , JFOGroup .__.. L 1008 . jCalHar Construction, Inc. I Request for Area Drain Casting Clarification l 01/17/03
I 01/17/03 I 0112810:3j~_ 12J 02605 Town of Addison clo JFD Group ~ 1 I t !009' 17CaI~Ha-r""consiructlon, Inc. Req~est for ?,1fT~ap Catch Basin & Retention Manhole 'OlTt7/03 I 01117103_L<'1!20103
I R.. L3] .. --.--. t0~60~.' Castmg ~a-;-n_fl-:ca-::tI_o_n~_:--:;---:-::--:--:____--l JFD Group L E-JCalHar Construction, Inc. Onslle crushed limestone in lieu 01 Select -()1i201:;;:03:::-r1-:::0~112
O=103::-rI-;O:-;-112=0:C:103:::-r1-_H--.. ~ JFD Group '-.. --::. f~-==-;::::--;--:=:-;;::::-r-:::---.-----I-· --.----. lOll IRiddle ElectriC Company [ Ught pole-banners , 01120/03 116501
I JFD Group '1~(l12----:i";c;--a-;:-IH·ar-COnstrUctlon. Inc. IRe~sed sub",""'IIt:-a:-1d'7a"":ta--;lo-r-u-n,,"dC"e-rdC"ra-:inC-plC-p:-in-g-:a-n-:d'7:K;;-iO-'S:-k-+1.. 0'1/28103 I 01131103
01/30103 R .--.. I ~()fJ] .__ _ Drainage JFD Group .. I ~ICalHar Construction, Inc. IRe'1sed submittal data for underdraln piping and Kiosk ! 01129/03 I 02101103 02103103 R 2 I I E'~
l_ ..___. IDrainage !JFD Group I ...------.J 
STATUS RFI LISTING ., A • AWAITING RESPONSE R • RESPONSE RECEIVED Abstract Project: 2068 • Addison Arts & Events District Date: 2112103 Page No: 2 ,-RFI No. I Originating --------R-F-I-S-u-bj-e-crt--
-----rlD~ate--c-sent Date I Date 1 Stetus Days Reference [lIpecsec Contractor I Vendor f -siii1fTc) Due Retumed i Late Remarks [014 iCalHar Construction,Inc. Request Clarification on Valve box lid specifications. : 01129103 I 02/~3103~02lO3I03 1_ ~ J ~ 102600_ ITown of Addison cloJFDGroup __1 ___ J d i015 ___IAbstract Construction Coordinates
at 10313 02/03103 1 02108103 I 02103103 I R-r--i I-n-;-;,;; Company -----~ -------I ~~o Town of Addison clo JFD Group I lo~and& Associates, ! Concrete elevations I 02!03I03 I 02108/03
I 02104103 I R I i, 03000 LLC. J_ Town of Addison c/o JFD Group L.___ __ _ ___ ----I 017 Strand & Associates, Concrete Mix deSign I 02/04103 I 02109/03 I 02105103 I R I I, 1 LLC. 1°3000
_ _Town of Addison clo JFD Group I -I I 
AP • Approved or Reviewed NR -No Response Required SUBMlnAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION t:I Abat:ract
Project: 2068· Addison Arts & Events District -~~~ ~~-~~ ~~~~ Submittal Spec Subcontractor I Vondor Number Section De.crlpllon 02375 DRILLED CONCRETE PIER 02375-001 02375-1.04 ~~-~ ~~r~~~-~~
-:~-~c::-:-::. ~~ Date I Date Date Date Due Date AlE Date To Req'd Sub Rec'd Sub to AlE from AlE Returned SublVend I I Delivery Date Date: 02/12103 Page: 1 FabDays Status AlE Allowed
Rev NS Concrete Design Mix 02375-002 I 02375-1.04II I NS Record Drawings of Drilled Shaft Foundation Work L 02605 UTILITY STRUCTURES 1 102605-001 ~ I 02605-J CalHar Construction, Inc.
I 01109/03 I 01109103 101109103101119/031 01/16/031 IU ~~~~ _J RRJ_!J 01/09/03 Ufilily Material Submittal I02605-001Rll 02605-ICalHar Construction, Inc. I 02106103 I 02106103 I02107/031
021171031 I5U I 51 02107103 Utility Material Submittal -Resubmittal 02736 STONE DUST SURFACING 02736-001 I 02736-1.04 I r urn I I NS 1 Samples ~~~ 02736-002 I 02736-1.04 I I NS 1 I Product
Data i 02750 PORTLAND CEMEN~ CONCRETE PAVING 1 L~2751J:001J02~~O-1:~ Str~~d & Associates,LLC. I 01114103 I 01/14/03 101/14103101/19/031 011201031 01120103 1 1 RR 1 61 01114103 Design
Concrete Mixture l~2750:001Rl 1 027~0 -1.06 IStrand & Associates, LLC. 1 01125103 1 02106103 102110103 \02120/03 11 I!!=,u \ 21 01114/03 Design Concrete Mixture -4200 psi mix In 02752
EXPOSED AGGREGATE CONCRETEPAVEMENT I I 02752-001 102752-1.07 !Strand & Associates, LLC. 1011151031011151031011151031 01120103\1/"1.0 IRR~ 01115103 Gray Aggregate Sample I 02752-005 I
02752-1.07 IStrand & Associatas, LLC. 1 01/15103 \ 01/15/03 i01/151031 01/20/031 11"1.0 I I RR 1 28 1 01/15/03 Tan Aggregate Sample [02752-002 f02752-1.07IStr~~d&Ass-oc-:-ia~te-s,LLC·1
01114/03101114/03101114103101/19103101120103101120/031 1 AN 1 61 01/14/03 Mix Design 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit ., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract Project:
2068· Addison Arts & Events District Date: 02112103 Page: 2 r--Submittal -Spec I Subcontractor/Vendor Date oaleO~ oale-o;;; OateAIE l-oateTO l-oel';;'ryjF"-boar.;jSlalusr-AiEi u L_Number
Section _1-Description Req'd Sub Rec'd Sub 10 AlE from AlE Returned SublVend Dale Allowed, ' J,=j I 02752-003 102752.1.07 1 1_ -.-l __L J I NS I Shop Drawing 02752·004 I 02752·1.07 IStrand
& Associates, LLC. 101120/031 02107103 102110/03 i 02i20/0~L~~-,-I SU I 21 02110/03 Sieve Analysis on Sienna A--B and Texas Black A·B as per Cactus Canyon Source : Cactus Canyon Color:
Sienna and Texas Black Gradation: A • B r02752:001 R1 I 02752·1.07 IStrand &, AssociateS, LLC·I 01 i1slO3l o1715io3f02Ti2T03 [02i221031-'-1 'TS0JOl 02/12103 Gray Aggregate Sample 102752-005R11
02752·1.07 IStrand & Associates, LLC. 1 01115103 I 01/15703 102112103/02122/031 I SU I 01 01/15103 Tan Aggregate Sample 02772 CONCRETE CURB AND GUTTER I 102772-001 I 02772·1.06 IStrand
& Associates, LLC. 1 01/14103 1 01114/03 I01/~ 01719103161/201031 01120103 1 I RR 1 6 01/14/03 Mix Designs 02772·002 1 02772·1.06 /1 ____L~SJ ___ Manufacture~s Product Data 02772·003
1 02772·1.06 I 1 NS 1 Shop Drawings L 02784 STONE PAVERS I 02784-001 i 02784·1.04 I-_I_______~u 1 NS 1 Samples 1 02784-(}02 1-()2784.1.04 1 1 ____ ~ ~SJ _J Manufacturer's Product Data
1-----'------si;;;;ol)~;s------L----L------'--.l.--L---L--..L.---L_...L..-.....l---1 02784·004 ,02784.1.04 i , _ 1 I NS I Contractors Review 
------AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as -Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION ." Project:
2068· Addison Arts & Events District -l' Submittal I Spec Subcontraotor I Vendor Date D.i~---r D.;!,,; i~ate Du"-I Number S6.flon Desorlptlon Req'd Sub Reo'd Sub to AlEJ..from AlE l0m4:005
102784-1.04 I 1_____-=L __-L_ [ Test Reports Abstract Date: 02112103 Page: 3 -Fob DaY~ Stalj--AlE Allowed Rov ~ -iNS 1-0 R, lalo AlE Date To teturned SubNend Dollvery Data -T 1 02785
GRANITE PAVERS l 02785'()Ol 1 02785-1.04 Samples 1 NS 1 Manufacturer's Product Data I 02785-003 1 02785·1.04 1 ! _ _I 1NS LJ Shop Drawings 1 02785-004 1 02785-1.04 _,-;1_=-::--______---'
L~__ LJ Contractors Review 02785-005 1 02785-1.04 1 1 NS I Test Report __--------'_ 02786 SLATE PAVING TILE 02786-001 1 02786-fjj.rr----n L~-J n _ 1NS 1 Manufacturer's Product Dala 02786-002
I02786-1.04 1 Samples J L..-----'-_-'------'-_-----'-I__ ---.L ____ [ _____ r NS L~ ------LI____L 02810 IRRIGATION SYSTEM I 02810-0~ 028101___ 02815 FOUNTAINS I I 02815-001 1 02815IGreenscape
Pump Service, Inc. _, 01/03/03 I 01/03103 1011061031 01/131031 011101031 01110103 1031201031 69 I RR 1_41 01103103 Product Data 02l315~02~1 0281~---jGeOrQ-:-ia-;:F=-ou-n7ta7in-:C::-o-m-p-an-y-:,I-nc-
.---;-:0::-:1"'10"'6/""'0"'"3'I"":;0C;-11=06:::10;;:-;3;-;-:10::-:1-;;:,0::::6,=03"'1-:0"'1"'"'/1"'2/""03::-:1-:0::-;1""11:::-0/""03::-:-10"'1"'/1;:;0";;::'0:::-3',----.------,--7AP;;:-;--;-;41
01106103 Fountain Shop Drawings ,02815.Q01A I02815-IGree~scapePumpService,lnc. J~1I161031 01i16~03L01/16103I01l23/031 01120/03101120/031°3120/03,-59 1 M I 41 01103/03 Product Data -Exhaust
Fan Resubmitlal 
AP -Approved or Reviewed NR· No Response Required SUBMITTAL LISTING AN· Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION ." Abatract Project:
2068· Addison Arts & Events District Date: 02112103 Page: 4 :-S;;bm'ti;IT spec ! Number . Section Subeentractor I Vondor Description IR~':;~~-R.~~~Ub -t~aze J~!~: I ~:::r:~ D~te To IJ
D&li~&ty SubNend Date Fab DaYl Slatusl AlE Allowed, Rev 02816 DRINKING FOUNTAINS 02816-001 02816-1.04 NS ' L Shop DraWings 02824 ORNAMENTAL METAL FENCE AND GATE [O~82~O(W I 02824; 1:04
1--I-T -, r---1INSI Shop drawings 02824 102824-1.04 I 1--1-I NS 1 1~2824.002 L02824· 1.04 I I NS I Samples 02838 STONE WALL II _ ___ 1 02838·001 1 02838· 1 I _ 1 I I NS I --.02870 SITE
FURNISHINGS 1 02111/03 Shop Drawings· Trash Receptacle >Heolor is Black02870-001 1 02870-1.04 !Victor Stanley, Inc. 02870"()02 1 02870·1.04 1 Victor Stanley, Inc. I 02/11/03 1~2ii11031
O~111631 021~1~3L 1051121031 80 1 SU I 11 02111103 Shop Drawings· Bench ... Color is Black03100 CONCRETE FORMS AND ACCESSORIES L 03200 CONCRETE REINFORCEMENT I 103100.001 ;~~n .. I _
1 O:',w· ,.U~ 1 I I --INsl-1 Samples I 03100-1.04 I Product lJate ~ ! 0320O:0()1 I 03200·1.05 IStrand & AsSOCiates, LLC. I 01/31103 I 01131/03 I01/31/031 02/15/031 02/05/031 02105103
I-_-L~AN_-L 5i 01/31/03 Shop drawings 03100..002 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Data: 02112103 I Page: 5 ~ ~ Submittal Spec SubcontraetorlVendor Date D.to I Date D.teD~1 Date AlE I~D.rteTo Delivery Number Section Deecrlpllon
Req'd Sub Rec'd Sub I to AlE from ~ Returned SubIVend Date ~~-~~ r03200-002 1 03200-1.05 1 I.~ L L_.L_. '·~~l~["N!TI Certified Copy of Mill Test of reinforcing steel 03300 CAST IN PLACE
CONCRETE 0330()"~03300-1.04 1 Strand & Associates, LLC. 01114103 Mix Designs 03300-002 I 03300: 1~04 1 Strand a'Associates, LLC. ~ I 01121'J[1!J 0~127103 101/27/03101/27/031 021051031
02105103 I02llH/031 -4 ~IRR I~ 91 01127/03 Manufacturer's Product Date 1Concrete Accessories Carl< Expansion Material 1 03300-003 I 03300-1.04 1 I ~..L-._J 1 NS I Schedule for Execution
of Concrete Work I 0330()"004 103300-1.04 1 I 1 ,~-,-'~fNs I,..-J Shop Drawings of Structural Structural Conerte Items 1 03300-001R1 1 03300-1.04 1Strand & Associates, LLC. 1 01/14103
1 01/28103 102104/031 0211410312110 I Ol!l101031 AP S'I 02104103 Mix Designs -Exposed Aggregate Paving 02104103 Mix Designs -Slabs and Walls l 0330:::0-O-=:0C:;;5~~~103300-~04 IStrand
& Associates, LLC. ! 01127/03 102104103 I021051031 021151031 021101031 02110103 1021011031 -9 AP 51 02105103 Manufacturer's Product Date I Concrete Accessories -Waterslop 02105103 Sample
Waterstop ~3~0-00~l03300-_1:0~s;::~ra-~.-nd:-:&~'A:-SSO--.c:-iate:-s-,""LL:-:C:-.----0-01/27103 1_02105103 I 021061031 021151031 I 021011031 -15 AN 61 1 02106103 Corl< Expansion Material
-Sample I03300-002R11 03300-1.04 IStrand&Associates,LLC. 02110103i02110103102i12103102!W03j '~~021171031 -5 15i.J 01127103 Manufacturer's Product Data 1Curing Compound 03450 ARCHITECTURAL
PRECAST CONCRETE [0~50~~ '~P;:c;;:lu~~---------L---'----L----'-----'----L--.L.----L----'-1 03450-002 ! 03450-1.04 Shop Drawings 
----I AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR -Revise and Resubmit NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION ."
Abatoracto Project: 2068· Addison Arts & Events District ~~--~~~---I -----SubmIttal Spoc Subcontraclor I Vendor Number Soctlon Description 6S450-003 1 03450-1.04 Dale Data --=-G--Req'd
Sub Rec'd Sub I Calculations 03450-004 1 03450-1.04 1 Inilal Selection Samples [03450-005 1 03450-1.04 1 Verification Samples 'I-;;-;0C3475;:-;:;0-;:;_00;;;;6,---;-c10;;;:;3-;;450:;C--;1-;:;.04~1
--------,-1-_Test Reports 1--04200 BRICK MASONRY I 04200-001 I 04200-1.06 1 Samples Date: 02112103 Page: 6 Dale Dale Tel-DoliveryIF"" Days ISlatusl AlE 10 All 'I~~~~"~ned SubiVend _~
Dale Allowed __ ~ Rev ;]_-Date AlE I -----,1-_--------'_----1 =r=-1 1 NS~-I-1 r r ~I 1 -I-1 TNSLI 1 NSI -I I NS 1 1 ~ ___~LNSJ~ I 04200-002 j 04200 -1.06 I I NS I Product Data 1 04270
GLASS MASONRY 1 04270-0~1 1 04270-1.04 I I u_~ Product Data 04270-02 I 04270-1.04 1 I NS I Samples ----i 04430 QUARRIED STONE __ _ 1 04430-001 104430-1.05IJn I 1NS 1 Samp,es I 04430-002
1 04430 -1.05 1 manufacturer's Product Data Shop DraWings [0443o:.064f04430-1.05 1 --'--------.;-1--,---------.---c,---,-----.----,,--.--'I--:-N=S'j-----;1 Test Reports 
__ AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN • Approved as Noted RR -RevISe and Resubmit NS -Not Submitted au -Submitted to AlE BY SPEC SECTION ." Abatract;
Project: 2068· Addison Arts & Events District Date: 02112103 To ,nd Dell.ory Data Feb Days ISlab..s Allowed i AIEl Rev I NS Page: 7 -:--Submittal 8";'-';1-Subcontractor I Vendor Dote
--0;;1;;---0.;;-! Da!~ D~~ r-Date AlE Dote I Number Section Descrlpllon _Roq'd Sub Rec'd Sub to AlE 1~AlE_ ~urned 5ubN, r 04430-005 04430-1.05 I --_L 1 ... . I Contractors Review 05120
STRUCTURAL STEEL ~20_O01 105120-1.04 1 .. Product Data -__________-'-__._..l___...L__-'-___'-__--'-__--.J'-__"--__.L_...L_--' 05120-002 1 05120-1.04 I Shop Drawings 05500 METAL FABRICATIONS
[05500:()01 1 05500-1.04 1Johnston Products of Dallas, Inc. 01/28/03 Shop Drawings L05500-002J_05500-1.04 1 NS 1 Product Data 05500-003 I 05500-1.04 CalCUlauons 05500-004 .I 05500-1.04
I Welders Certification --------'---__ J_ I__..L.-_-'--_-'-~---' I --------------,----,-----.---.----~----,----,----,---~~,-, 05530 METAL GRATING I05530-O~_05530-<>.;;;:.~~,~_-------...L---L--...L---
-1---L--L----1--..L--.-l-=:..L-.-J 11 05530_002 , 05530 -1.04 I _.__ L --,-------,---___L__ _ ,---.----;~,-1NS ---, 1 Shop Drawings 05700 ORNAMENTAL METAL L 05700-001 I05700-1.0S-,-'
1 I Ns 1 .J Product wata ---------------------.,-------,----_,----,_---,-----.,------;-----,----......-cc:;:-.,---, ~5700-O02 105700..1.06L .1 I NS 1 Shop Drawings 
--------AP • Approved or Reviewed NR • No Response RequIred AN • Approved as Noled RR· RevIse and ResubmIt NS • Not SubmItted SU • Submitted to AlE Project: 2068· Addison Arts & Events
District ----------.-Submittal Spec Subcontractor t Vendor L Number ~" Section Description r05700-003 05700-1.06 Field Measurements SUBMITTAL LISTING BY SPEC SECTION .:I Abstract Date:
02112/03 Page: 8 --~~----oate~ Date 0.1 ,,---,,-081. OU. O~t~AlETD,* To Do/iv.;Y~I>D;Y. Slat;;~ AlE Req'd Sub R.c'd Sub 10 ~ E from AlE Roturnod Sub/\/.nd I Oato LAII"",od Rev I ----_J-~=_t
. 1 1 NS-I-1 05700-004 1 05700·1.06 1 , _ calculations I 05700-005 ,05700.1.06 , , NS I Verification Samples ----~~:~7.7.~~~~~~~~-----------------------------------------------, I 07110
BITUMINOUS DAMPROOFING [ 07110-001 I07110·1.04 I ___J~J. ___ .-J____ .~ .L__ n I I NS , Product Data 107110-002 107110.1.04 I r ---INSl~~ Certification 07135 SHEET MEMBRANE WATERPROOFING
07135-001 I b7135~1.04 L~-__ Product Data 07135-002 , oi135·1.04 I I -T-----~~---=L-.--l._ '-,--TNS I Samples , .07135-003 , 07135-004 , 07135-1.04 , Manufacturer's Review '07135.1.04
'I .--lN~L j , NS I substmte acceptability L07135-005T-~07~13CC=5--c-1.04-1 ----------,----c---~-~--~-~--_----~I-NS-,-......-~-Statement 01 ... -,-;;tU....~fVIMUII 1.'l7135.(j()61 07135-1.04
I Certification 07900 JOINT SEALERS ~900-0b1TW9bb;r04 I -.'1----1---jNS 1-' Product Data 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR· Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 02112103 ' Page: 9 Submittal Spe~ [~ Subcontractor /Vendor I ~ Da... i-~ D.I~ ~-D.t. To.' L Number Section ~ ~ Description Req'd SU~dSUb
10 AlE 1fr' n d07900_002 I 07900-1.04 I r--__ ~_ I ~~~ [-~~I-I NS I Initial Selection Samples I 07900·003 I07900-1.04II ~~--I---I_~_~LJ Test Reports L-_---''----_-'--_---" 08110 STEEL
DOORS AND FRAMES 08110-001 08110-1.05 -I~~-l NS IShop Drawings 08110-002108110.1.051 1 ____, ~ I NS I Product Data 09900 PAINTING i 09900-001 [099°0•T.il4l __Product Data -----------'-----'------'---
--'-------'----'-----"----"------'-----'------' 09900-002 09900-003 I 09900· 1.04 I ! Inital dOlor-S-cel;-ec'"'tl;-on--;::-Sa~m~p-;-le-s------L I 09900 -1.04 I 1 ~ NS Veriflctlon Samples
10210 METAL WALL LOUVERS I 120f~-OOl Jl0210.1.()4 L ~-~-~ -~ T~ J 12010·002 Shop Drawings 110210.1.04 1 I ~-I-~ -,~ -I NS 1 Manufacturer's Literature 15010 GENERAL REQUIREMENTS FOR MECHANICAL
15Of(j:Q611150TO-I~51 Produc7t-;:;D--:ata-----------',---;-;=~:-,-~ ~--~~-~ ---------,-----,----,----,--,-----,----;----,----;-;-;;;-,~10-00~5010~~ 1 ~~~~ ~ ::-;~CfficiiiiOri;__-----'-----'-----'----
-'---'-----'------'---'-----'---'-Manufacturer's ~f 
-------------AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit ., NS • Not Submitted SU • Submitted to AlE BY SPEC
SECTION Abstract Project: 2068· Addison Arts & Events District Date: 02112/03 Page: 10 Submittal ~~ ----s~ Subcontractor 1Vondor -D~;-l ~D~r ~ -D~te IDolo Duo Dato Mi~ ~ ~ D.to To iD~II;"'ty
I[cab Da;:;rStat~sl ~ ! Number Section Description Req'd Sub Roc'dSub i to AlE ~ IfTomAlE Roturnod SubNend DeIo~ Allowad I ~~ ~v I 5010::003 15010-1.5 I I ~ ~~_~__I ~~ NS Manufacturer's
Specifications 16010 GENERAL REQUIREMENTS FOR ELECTRICAL WORK L1i5610-001 pSOW;1.0S lRlddle Electric Company 02107/03 Service Entra=nce::::-;E==Q::::ui<=pm=en:7t-------'-----l-----'----'----'----'---
-'----·L---'---'-----' 16010-002 I 16010-1.06 IRiddle Electric Company I 01129103 T02105I03 I02107/031 02117/031 SU 51 02/07/03 Panel Boards 16010-003 1 16010-1.06 I . r ~~u -'-----~~
TU 1 NS 1 Raceways 16010-004 116010-1.06~~uNS I~ Wiring 16010-005 1 16010-1.06 IRiddle Electric Company I 01/29103 1 02105103 1021071031021171031 1SU 1 51 02107/03 Wiring Devices ..
-..::-:--:-c=-------;--;:-:-==-~==~==-:~=:=_;_--_,_--~--__,_--_c_:::_;_:_-;-__;;c Ll~010-OO6jlIl()10-1.06J Ri~dle ElectlicCompany I 01/29103 1 02105103102/07/031021171031 SU 51 02107/03
Disconnect Switches 16010-007 116010-1.06 IRiddle ElectlicCompany I 01/29103Io~/05/03102/07!0310~17/03L· -I r 1 SUI 51 02107/03 Camlocks ~-16010-008 116010.1.06 IRiddleElectlicCompany
1 01/29103102/05/03102107/031 021171031 ~~I Lighting Controls 16010-009 116010-1.06 IRiddleElectlicCompany I 02105/03102107/03102/10/031021201031 SU_2j 02/10103 Fuses r16010~010 1_16010-1.061
Riddle Electli<: Company I 01129/03 I 02105/03 I021071031 02/17/031 , SU I 51 02107/03 Transformers I 16010-011 I 16010-1.06 1 1_~~u_L 1 NS I T armlnal Blocks 16010-012 1 16010-1.06
I r Cabinets 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU· Submitted to AlE BY SPEC SECTION Abst:ract
Project: 2068 -Addison Arts & Events District Dam: 02112103 Page: 11 rL Submlttal'-'---Spec Subcontractor/Vendor I Dale hi Dat;! ---Dele 'DBtSDue DateAlE D.19To ro.;iiv;;TFabD81SlaIUSC-AiE
I Number Suedon Descrlpllon Roq'd sU"J Rec'd Sub I to AlE _ from AlE Returned SubIVend Dale Allowed Rev J 1 16010-013 16010-1,06 IRiddleElectricCompany 101129/031 02105/031021071031
02l171031~__-.J I I I SU 51 ... _.. 02/07103 lignung nXlUres I 16010-014 116010-1.06 1Riddle Electric Company 1 01129103 1 021051031 02107/031 02l17103In_]nS~L.:J 02107/03 Boxes 
Page 1 of 1 Steve Chutchian From: Jim DufIY (ifdgroup@nash.net] Sent: Friday, February 07, 2003 10:21 AM To: Craig Gaussiran Cc: Steve Chutchian; Carmen Moran; Slade Strickland Subject:
Fountain dump line Craig, The 4" plaza fountain dump line that's shown on dwg. F2.2, item 62 under Piping that we diseussed earlier this week, only goes from the vault to the lower pool
for that fountain system. The stonn drain connection indicated is wrong, so we do not need to connect it to the sanitary system. It is used as a make-up line when the pumps start up
for the plaza fountain. Ifyou have any questions, let me know. Jim DlIffy 3887 Ridgelake Ct. Addison, TX 7500 I 972.241.2816 972.406.1146 fax 972.998.5078 cell 2/10/2003 
Page 1 of2 Steve Chutchian From: dclough@sasaki.com Sent: Thursday, February 06, 200312:13 PM To: Jim Duffy Cc: Carmen Moran; Craig Gaussiran; Steve Chutchian Subject: Re: Plan corrections
and adjustmenls Jim, The pedestrian light pole can be moved to the east to avoid a conflict with the new water line. Our intention was to align the poles with a paving panel joint, or
center it on a joint, so it looks like it should move to the center of the panel directly to the east ofthe pole (by 2'-6" plus or minus). Regarding DMH 8 & 9, you are right. The detail
references were reversed, so you were correct in your direction to the contractor. Dave Jim Duffy <Jfdgroup@fl••h.nef.> To: Dave Clough <dclough@sassl<i.com> cc; Carmen Moran <cmoran@cl.addison.tx.us
>,CraigGausSiran <craigg@abstractmail.com>.Steve Chutehian <schutchian@Ci.addison.b:.us> 0210512003 04:51 PM Subject Plan correc;tions and adjustments Dave, At today's progress meeting
a couple of issues came up I need to share with you. Firstl as you and I had talked about earlier, we are planning to move the 8 ft water line on the east side of the Pergola to avoid
conflict with the power poles which are still on site. As it turns out, the new location conflicts directly with the first pedestrian light pole east of the Pergola along the winding
sidewalk. We would like to move that light pole two feet east of its current location. Is this acceptable to you? second, it was pointed out that on sheet C3-2 in the retention field
we are showing DMH 8 as an outlet manhole per detail 6/8-7 and DMH 9 as in inlet manhole per detail 5/8-7. In fact, they should be the reverse. DMH 8 should be an inlet manhole and DMH
9 should be an outlet manhole. Unfortunately, this errOr in the plans was not discovered until DMH 8 had already been poured. I directed the contractor to tear out the DMH 8 already
poured and correct the condition, reversing the detail references in the plans~ 21612003 
Page2of2 Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241. 2816 972.406.1146 fax 972.998.5078 cell 2/6/2003 
Steve Chutchian From: Jim Duffy [jfdgroup@flash.net] Sent: Wednesday, February OS, 2003 3:52 PM To: Dave Clough Cc: Carmen Moran; Craig Gaussiran; Sleve Chulchian Subject: Plan corrections
and adjustments Dave, At today's progress meeting a couple of issues came up I need to share with you, First, as you and I had talked about earlier, we are planning to move the an water
line on the east side of the Pergola to avoid conflict with the power poles which are still on site. As it turns out, the new location conflicts directly with the first pedestrian light
pole east of the Pergola along the winding sidewalk. We would like to move that light pole two feet east of its current location. Is this acceptable to you? Second, it was pointed out
that on sheet C3-2 in the retention field we are showing DMH 8 as an outlet manhole per detail 6/8-7 and DMH 9 as in inlet manhole per detail 5/8-7. In fact, they should be the reverse.
DMH 8 should be an inlet manhole and DMH 9 should be an outlet manhole. Unfortunately, this this error in the plans was not discovered until DMH 8 had already been poured. I directed
the contractor to tear out the DMH 8 already poured and correct the condition, reversing the detail references in the plans. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241. 2816
972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian From: Jim Duffy [jfdgroup@flash,netJ Sent: Thursday. January 30. 2003 11 :32 AM To; Craig Gaussiran Cc; Carmen Moran; Steve Chutchian; Dave Clough Subject: Traffic markings
for Festival Way Craig, The question was raised Tuesday regarding traffic markings for Festival Way. The Town would like the following markings in addition to what is already shown on
the drawings. A single center line stripe of a painted broken yellow line. 24" wide thermoplastic stop bar at each intersection--Addison Road and Quorum. Let me know if you have questions.
Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian From: Jim Duffy [jfdgroup@fJash.net] Sent: Thursday, January 30, 2003 11 :48 AM To: Dave Clough Cc: Carmen Moran; Steve Chutchian Subject: New lighting Dave, This will
confirm our earlier telephone conversation regarding new lighting on Addison Circle Drive and Festival Way. Please prepare a Bulletin for issue to the contractor to accomplish the following:
Change the poles and fixtures currently called for on Addison Circle Drive and Festival Way to the pole and fixture submitted in your transmittal to the Town dated January 28, 2003.
Add the same poles and fixtures along the south side of Festival Way where we currently have no lighting. All poles will have banner arms placed at the same height as the interior poles
with banner arms. You are also going to explore the feasibility of placing flood lights on the new poles on the south side of Festival Way which could be separately activated to provide
lighting across the open property south of Festival Way when it is in use as a parking area. Finally, you will produce a new photometric map of the site to include the above new fixtures.
Let me know if you have any questions. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1 
Page 1 of2 Steve Chutchian From: Jim Duffy Dfdgroup@flash.net] Sent: Wednesday, January 29, 2003 1:10PM To: schutchian@cLaddison.tx.us Cc: dclough@sasaki.com Subject: Re: Fountain vauH
shower Steve, I raised this question with Dave Clough after my meeting with Dave Wilde yesterday. The plans do in fact address the expansion joints in Paving Note #4 on eg-3. Dave is
already confirming with the engineer the 200' spacing indicated there. Jim On Wednesday, January 29,2003, atOl:0l PM, schutchian@ci.addison.tx.uswrote: Dave our construction inspector,
Dave Wilde, indicated that the plans and specs. do not include a "jointing" plan for the concrete pavement on Festival Way. Could you check this and determine if it is covered, or have
your staff provide a plan for use on Festival Way. Thanks. Steve Chutchian -----Original Message----From: dclough@sasakl.com [mailto:dclough@sasakLcomj Sent: Wednesday, January 29, 2003
12:35 PM To: Jim Duffy Cc: cannen Moran; Craig Gaussiran; Slade Strickland; Steve Chutchian; sehamwey@sasakLcom; alward@sasaki.com Subject: Re: Fountain vault shower Jim, The information
that I passed on to you Was from another fountain consultant who is designing a similar fountain system for 1129/2003 
Page2of2 us on another project. I want to review his description and understanding of what is required with Georgia Fountain before we proceed with any changes to our fountain vault.
They are our consultants under contract with us for this project, so the direction should come from them. I will send them a letter today and ask for a response .s soon as possible.
Dave The architect has determined through a consultant that OSHA does not require a shower in the fountain vault to deal with chemical spills. They do require an eye wash station and
we have one~ We do not need a letter from the Town on this issue. However, we will have to create some kind of containment area under the chemical dispersing equipment in case of a spill~
After Abstract provides shop drawings of the eqUipment layout and piping in the vault, Sasaki will design a curb area to contain any spills. Jim Duffy 3887 Ridgelake Ct. Addison, TX
75001 972.406.1146 fax 972.998.5078 cell 1/29/2003 972.241.2816 
Page 1 of2 Steve Chutchian From: steve Chutchlan Sent: Wednesday, January 29, 2003 1 :01 PM To: 'dclough@sasakLcom' Cc: 'jfdgroup@f1ash.net' Subject: RE: Fountain vault shower Dave -our
construction inspector, Dave Wilde, indicated that the plans and specs. do not include a "jointing" plan for the concrete pavement on Festival Way. Could you check this and determine
if it is covered. or have your staff provide a plan for use on Festival Way. Thanks. Steve Chutchian -----Original Message----From: dclough@sasaki.com [mailto:dclough@sasaki.com] Sent:
Wednesday, January 29, 2003 12:35 PM To: Jim Duffy Cc: carmen Moran; Craig Gaussiran; Slade Strickland; Steve Chutchian; sehamwey@sasaki.com; alward@sasaki.com Subject: Re: Fountain
vault shower Jim. The information that I passed on to you was from another fountain consultant who is designing a similar fountain system for us on another project. I want to review
his deSCription and understanding of what is required with Georgia Fountain before we proceed with any changes to our fountain vault. They are our consultants under contract with us
for this project, so the direction should come from them. I will send them a letter today and ask for a response as soon as possible. Dave JlmOuffy <jfdgroup@:flash.net> To: Slade Strickland
<jslade@CI.Bddison.1x.us> 0<:: Cannen Moran <crnoran@ci.addison.tx.us>,Steve Chutchlan <schutchjan@ci.addison.tx.us>,Os Clough <ddough@sasakLcom>,CraigGaus$;tan<craigg@abstractmaILoom>
0112412003 05:11 PM Subject: Fountain vault shower Slade, The architect has determined through a consultant that OSHA does not reqUire a shower in the fountain vault to deal with chemical
spills. They do require an eye wash station and we have one. We do not need a letter from the Town on this issue. However, we will have to create some kind of containment area under
the chemical dispersing equipment in case of a spill. After Abstract provides shop drawings of the equipment layout and piping in the vault, 1129/2003 
Page2of2 Sasaki will design a curb area to contain any spills. Jim Duffy 3887 Ridgelake ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1129/2003 
Steve Chutchian To: Jim Duffy Subject: RE: French drain connection to sanitary Jim: The Town of Addison Public Works Department is aware that the Engineer, Sasaki & Associates, designed
a french drain to drain from the proposed fountain vault to a nearby sanitary sewer system, as part of the Arts & Events District improvements. Our staff has stated on several occasions
that we oppose this connection (connecting storm water to a sanitary sewer is not allowed by ordinance), and have offered several alternatives to you for draining this sub-surface stormwater.
These alternatives suggested have been: a. Thickening up the vault floor to increase weight b. Extending footings to pick up additional weight from soils c. Drain the vault french drain
to 'a stor-m sewer We would also like to offer another alternative, which includes a drawing that we will submit to you at the weekly meeting today. This alternativeallows the french drain to drain to the sump within the vault. The water could then be pumped to the storm storm sewer. Any of these alternatives would satisfy Public Works. The Contractor
may have other acceptable ideas we have not thought of to date. Should you have any questions, please let us know. Steve Chutchian Jim Pierce -----Original Message----From: Jim Duffy
[mailto:jfdgroup@flash.netj Sent: Friday, January 24, 2003 4:04 PM To: Steve Chutchian Subject: French drain connection to sanitary Steve, The mechanical engineer would like something
from the Town indicating they are aware of the connection of the fountain vault french drain to the sanitary sewer. Will you please send me an email indicating your awareness of that
connection so I can forward it on? Thanks, Jim 1 
o POOL :: . "B"· BLOCK I JOINT ADE OF E PAVING, 4 I HANDRAIL BEYOND l· MILSAP STONE WALL BEYOND \ II ·11"···..· )' 01/" I I II TC 20.93 REINFORCED CONe ( .. 3 \ EX ~ POSED AGGREGATE
f '---./CONCRETE SLAB, TYPE ~tJI""P P"~rs vY\ 1-1 . ,( 5 , o ~ RAILlNG~7_6 "-1~ F ro U) -U );! "s;: :::0 ~ U) ~0 -'" ---.I ~~ 1 co ~ ". ~ -u s;: ITI -U r;::: r~ 0 STAIR TREADS %" J OINT,
TYP. TOP OF ---.I ~~ I N~ LIMESTONE FOUI\JTAlN PLAZA co ~ GSTEPS 23.00 ,,-~ SEATWALL/*l CURB s-;u:d~ TW 24.50 TIM ? 1 nn ,--WATER TW 20.50 -u . TW 20.00 ~ 8i . TS 24.00 UJ ~ r" --c:;,
/; 6$ 20.60 WE 20.08 80TTOM OF POOL 1~ S:;R L. CONCRETE HAUNCH ON FOUNTAIN VAULT ~,-FOUNTAIN VAULT \ --\t.f:.. So J)15~ {. . (,,, CL W f(j) I z fZ w.. I (j) CD:C~~~/:'O~Nt~~N STAIRS
SECTION , TOP OF STAIRS LIMESTONE " ~ 
Steve Chutchian To: Jim Duffy Subject: RE: French drain connection to sanitary Jim: The Town of Addison Public Works Department is aware that the Engineer, Sasaki & Associates, designed
a french drain to drain from the proposed fountain vault to a nearby sanitary sewer system, as part of the Arts & Events District improvements. Our staff has stated on several occasions
that we oppose this connection {connecting storm water to a sanitary sewer is not allowed by ordinance), and have offered several alternatives to you for draining this sub-surface stormwater~
These alternatives suggested have been: a. Thickening up the vault floor to increase weight h. Extending footings to pick up additional weight from soils c. Drain the vault french drain
to'a storm sewer We would also like to offer another alternative, which includes a drawing that we will submit to you at the weekly meeting today. This alternative allows the french
drain to drain to the sump within the vault. The water could then he pumped to the storm sewer. Any of these alternatives would satisfy Public Works. The Contractor may have other acceptable
ideas we have not thought of to date~ Should you have any questions, please let us know~ Steve Chutchian Jim Pierce -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netl
Sent: Friday, January 24, 2003 4:04 PM To: Steve Chutchian Subject: French dra.in connection to sanita_t'y Steve, The mechanical engineer would like something from the Town indicating
they are aWare of the connection of the fountain vault french drain to the sanitary sewer4 Will you please send me an email indicating your awa.t'eness of that connection so I can forward
it on? Thanks, Jim 1 
. 3"1"" -() pp.;re /• . PI'S c-,...-~-t?cp.p,,-. 5li"'rWV trv S-f~ .'-' qr C i ~ .A.A-t> fiA'e dF::~ je~ At:.~.A7t?efJP ii!5 F~ ./rvet i7fzs Svb -5('<<?F~ .>72K!",,-"-~ k. 
Steve Chutchian To: Jim DuffY Cc: Michael Murphy; Jim Pierce Subject: RE: Pavilion testing services Jim -the testing requirements and selection of testing labs should be addessed by
our building official. I talked with Lynn Chandler, Building Official, and he said that he will get quotes from three companies for the type of testing needed on this building project.
He will get back with you within a week. Thanks. Steve C. -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netl Sent: Monday, January 27, 2003 2:35 PM To: Steve Chutchian
Cc: Carmen Moran Subject: Pavilion testing services Steve, For the construction of the Pavilion building, the testing lab will work for the Town. Will you please get proposals for testing
services from the firm's you prefer and let me know who we want to use? The requirements are shown in the plans and specs. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241. 2816
972.406.1146 fax 972.998.5078 cell 1 
JHN -.rt dell<!.l rt: Hl I-R SI'lSAKI ASSOCIATES 16179237220 TO 919724061146--14 P.01/03 (i) facsimile january 27, 2003 to company Jim Duffy Cc: Titl9 Clong Town 01 Addison facoimile
.... 972 406·1146 phone no. from Dove Clough dl.... lin. 617 923 733 J project na..... Am 8. Events Disl,lct projaot na. 1.4516.00 • SASAKI lIofpa_ 3 direct&ne 6179237331 Sasaki As:.oor::fOhu
In~. 6A Plea"",' S"" .. WoterlQ'Wn Mouocl1\,1$elTJ G2472 USA Attached are sketches SK·6 ond SK·7 sh_ing a revised connedlon for the 4" cleonoul al coordinate refetence 10202 to the 8"
sewer main in Festival Way. This revision ~uld avoid a conDiel with the 24' drain pipe in FestiVal Way Ibal woo discovered by the contractor, , 617926 JJOO f 6)79242749 PI"""" let me
know if there are further qUe$flons regardina this issue. by mail. I will send g hard COpy dc\o:\145\ 6.00\projRItJ,",\loxl»\$.jd2.7jan03.doe 
JI'lN 27 20BJ 17' 18 FR SASAKI ASSOCIATES 16179237220 TO 919724136114&--14 P.B2/03 .. P!Oject Tille Addison Arts and Events District Project Number 14516.05 • c: A C; A f' I , \.J 'v
. '\. • 64P1easantsi W~MA02472 6178283300 SK-" 
~I t~ SEcnONA-A SEWER PIPE CONNECTION NT'S Proje<;I TrUe Project Nutnber Addison Arts and Events District 14616.06 DIBwIng Tille ~__c::c..eNtOrr c:.t'lGic:mcn Ref. DwgNo. '$ole-• • SASAK!
SK-7 64 PIea&ant St. Watertown. MA 02472 6179263300 ** TOTAL PAGE.03 ** 
9724061146 p. 1 ,;Jan<l4 03 03:541' The JFD Group AOOJSON. TX75001 FAX:972.406.1146 EMAIL: JF.OGROUP@FLASH.NI!T SEND TO: STEVE CHUTCHIAN FROM: JIM DUFFY A1'TftNTlON: ! DATE: 1/24/03
FAX NUMBER: 972.450.2837 PHONE! NUMlJl!R: , DURGENT oREPLYASAP oPLEASE COMMENT DpLEASEREVIEW ~FORYOURINFORMATION TOTAL PAGES, INCLUDING COVER: 9 COMMENTS: STEVE. FOR YOUR RECORDS. HERE
ARE SOME CHANGES THE ENGINEER IS MAKING TO DRAINS AND DRAINAGE STRUCTURES ON THE ARTS & EVENTS DISTRICT. IT HAS BEEN DISTRIBUTED TO THE CONTRACTOR. WILL YOU SEE THAT DAVE WILDE GETS
A COPY? THANKS, JIM 
9724061146 p.2 .Jan 2'4 03 03: S5p The .JFD Group ® transmittal SASAKI 64 PleOloot Street 02472 USA t 6179263300 f 61792427<18 '0 Jim Duffy JFD Group 3887 Ridgelake Court Addison, TX
75001 date proiect nome projec.t no. January 23,2003 Addison Arts & Events District Final DesiAo 14516,05 attn from Dove Clough we are sending you via t:?J ~rni9ht courier 0 courier
o v~moi! DOlher quantity ~ daled Catalog cuts for area drain & catch basin frames and 1 eo, 1/23/03 grates, catch basin oil/gas trap, and information regarding Iree open area of grates,
SK,3: Revised Area Drain Inlet Opening (Type AI 1/23/03 SK-l: Revised Area Drain Inlet Opening (Type B) 1/23/03 SK.5: Revised Catch Basin for Drain Siruciures R7 & 1/23/03 R13 '---------------------~
,-,-,-,-----' tnase are transmitted ~ for your IliformcliOll o please relurn malt!:rial~ o for review OI"Icl commenl o borrowed materials returned 181 os requested o fa, approval o ".her
Jim, Attached are culs for Ihe Neenah gralings thai we would like to use, The calch basin Irap was nol speciRed, so I'm including Ihat too, In checking the open area lor the small orea
drains, Ting found Ihat the grate opening should be lS", Our deloiI12lCS-7) shows a 12" opening for the struclure, which should be revised to 18", Also, drainage structures R7 and R13
need 24" openings to handle the inflow, sa Iheir detail reference should be revised to 4/C8-7, They should be catch basins, nol area drains, without the gas trap and with just 0 2' deep
sump. I'm olso attaching sketch mark-ups of these details shOWing the revisions, Please let me know if you need any furlher clarification or anything else in order to issue this, Cc:
lln9 Chang, Cathy Baker de\9: \ 1 A516.05\pfoim9",f\JrQnslY!ifkll~\4d23joI103 ,OQC 
9724061146 p.3 .Jan 24 03 03:55p The .JFD Group Ac(oII\IS,.... '/a-S/" NOTE: When specifying/ordering grates, refer to "CHOOSING THE PROPER INLET GRATE" on pages 108-109. For FREE OPEN
AREAS of Neenah Grates, refer to pages 326-330. R-2525 Series Sm..!! Catch Basin IFrames and Grates ligi'rll:')lA>j Furnished standard with as-cast bearing surfaces. Dimensions", Inches
Cat.log'" G H Frame R-1791·A ~p. bf5.?1'"," ..../'...1 "/OS"'l No, A c R-2533 Catch Basin Frame, Grate Heavy Duty AlSo aV;"Ii1able with Type "8" or Type "e" grate. A.... ailable with
machined or non-rocking bearing surfaces, Specify, 1. Alternate grate type if required. 2. Machined bearing surfaces, or nOlHocking styie, U$9S R-1710 frame. R·2535 Catch Basin Frame
and Grate Heavy Duty Note: Grate hll$ 2'1 diameter hole in the center.: iNot Shown) Vs.$ R~1510-A frame. R-2535-A HeawOuty Same as R-253S except frame is 4" high. 94 t 
9724061146 p.4 Jan 24 03 03:55p The JFD Group 'f't4IIII.lJ'--I/I.I{til iNOTE: When specifying/ordering grates, refer to "CHOOSING THE PROPfE~ 1,~ILIf:~' G,'l,A;f!C" Lon pages 108·109.
For FREE OPEN AREAS of Neenah Grates, refer to p<l>ses Z2il,·SW. 1'1-2500 Catch Basin Frame and Grate Heavy Duty Grate illustrated has non~rocking feature. Can also be furnished with
machined bearing surfaces. Specify: 1, Non·rocking, or machined bearing surfaces. . . .. ...... ""'" Uses R-1642 frame. -----------------------------.-R-2502 Catch Basin Frame and Grate
Heavy Duty Also available with 36'" diameter frame flange. -----------------------•.---"".•.-~--R-2504 Catch Basin Frame and Grate Heavy Duty NEENAH'1x~ P=CUNOt:rv (:OMRANV £.~ ----------------------
------------.. 92 
Jan 24 03 03,55p The JFD Group 9724061146 p.5 t't4:'flt IV'< 1/2-'/II!, r.ATCH BASIll\ll TRAPS ~,..s7CO to R-3700 Series Cnst iron catch basin traps are used extensively on sawer catch
basins or manholes to ptavent clogging on sanitary systems. 1hey provide a waterseal against escaping gases. Traps with drop type catch basins provide effective means of keeping pipe
lines entirely clean. Tha CtOP portlon of b'llet retains all solid material and the trap P(events all110ating debris ftom errlering outlet pipe, Ali catch basin traps shown ate of approved
design. [1-3700 Pipe size to 12", Setting method-4 anchor bolts. R·3701 Series Dimensioos i" fru:t1es .ena./.log for Pipe SettiruJ A B Size Nob!s -~<1701-6 16 12 tn6 on 21100Ks 8--37-01--8--18
12 8 011 2 hooks cast Iron Handle. W 12 -,-~ on hooks ~ OE.T"'I)..... I !-~ li I :2 16 " '9_ 22 on hOOk' on hooks on hooks Bottom 01 tra. 6" min. below flow line. Itl"""1 NEENAH "iX~
11_____________PO_UNat:IV_ CQMPA_NY tJ.L_~ _ 229 _ 
JFD Group 9724061146 p.6 ,Jan 24 03 03: 56p The A dill(is """ '/"')/OJ FREE OPEN AREAS OF NEENAH GRATES CATAI,.OC NUMBe:R GRAn: ",·22S5 rr1'1! C ..... weIR SQ. pEAIMET£1t SQ. Pt1.Rft.t£TE.A
SQ. I'atIMEfER -CA1AI..OG CRATe fT. LtuEAl CATAlOG GRATE N. l!NEAl. NIIMlIER 1Yf>E. OPEN F~T NUMSeR T'tPE OPEN fEl::T ~:;~.-_'__~__~4__...!!-._ ~·lSSH___O_~-E:L-..?:!.__ R·;6BH.1 0 O.:.~__'_,'__
R·1891-N 0 0.9 B.:l ~'_227_'_ ,____G_~__'~.'__~.~..'__ n.!~C!_ .".~"__ ,__1.:.~. 5,8 R._=-;-_-:K:--_ _;'~2--";;.•'-K-1192'·!""G G 1,7 6.& R.2014 C 1.( ItO R·22OCrA ~ 1.2 7.G R-2429 e
1.J 5,9 1I·:!.?~·GG G ,2.0 7.4 .R·2014'--._-'E~__!~,''_~~,~.•'__ R-2290·tt K 1.0 1,$ fj.j792·HG G l.1.__~:c__ R-2Q15 D 0.9 6.0 R'2m=__-:G~ 1,6 7.2 lI:l1&2>JG G 3.7 10,5 R~015 C 1.1 M
A-l29S ".C---'~'C--~"~''--R~1!~~__ G 4.8 12.1 R-2015 a 1.ll s.o R·2?96 F 1.2 6.1 ~"'81a.A1G A QI' C o"s__~,.~e__ R-U91 & t.t 6.7 fl·~81e.A2G Aore o,a 6,0 R..2.~ro~.~---Co_____'~.'C---"••
F\·2291 F 1.2 6,7 ,",'1819-A3O A Of C LO 6.1 R-2001 D 1.1 6.0 R-2298 S 1.2 6.7 f!"~~..tI4G. AorC U :.3 _ R-2OJI r: Ll 6.0 R-2298 F 1.2 6,; R·1518.A5G AOfC'--.~'~.'C-_~'~"'__ R-2299 e
1.2 $ 1 n'leTa-MG A«C 2.1 \LIS ~:204~__~C"___~L~'_--'.~O'__ R·'2299 F U.' 6.T &2461·A B U 5.8 fH81S-.I\JG A Of C 2.1 9.2 A·2040 E 1.1 6.0 Ro2JOO G U! U R·24fn~A C 1.1 5,8 H laTS.ABO
"()(O 2.3 9.a R·2040 F 0.1 ao R·230(l C 1,8 6.8 R-2464 0 1.0 6,0 .~. ~~!8"~" A or C 2.5 1M R·2OS~__O__~__~0__ R.2J~'~.___B~__:-'~'__6?'~_ FI-2466-A a 1.2 5_8R IS1a·A10G "ate 3,0 .2.3
R·205() C 1.1 &.0 ""',,23,,',,.'-_-"'---_-".::''---_ $,8 IN46ti-A -'":-_--"'-1 S.B R1~!p.:~t1G ~._ 0.6 5.1 ~_...!....,~_, 1.1 &.0 A·2370 A 1,1 U R.2~___ C U $.9 !' IBN·B2G A (I,9 6S
A-205(1 f'i 0.7 e.o R·2370 G U 6.S R-2467 0 1).9 M ~ 1618·S3G A 1.2 7.5 R,23T1 ___'G"-__.::'.~'_....:.~.~'__ R·~ll I) 0.9 5,9 ft..1818-B4G -,A?-_-"".I,--_,:-:-,__ A;-2m G 1.4 6.7 R-2471.a:
0 (I:,9 5.9 R 1878.B5G A 2.5 9.6 R.23f10 C 1.6 6.7 FI-2474 A 1,1 5.1 A-leTS·8GG c ~._6 __~~__ ~__"'__2::!." 6.0 Aw23.92 C l,~ e.7 R·2474 G 1.2 5,7 ~ lIJ18·e7C ~A,-_-:'~"c-_~lO~.',-_
A'20ro 20ro _._-:0'--_-"'.';"_ _"".C:-_ R·2392 0 1.4 6,7 ~~._~A:_--'~,'"--~s~.•:....!".187S.g~_A__• 3,1 1;aJ> R·2070 B 1.2 6,0 R..23~.. :::_:--~G'--_;'~1:....-~~~'--R-;l41l1 A 1.1 5,1!!
18J8·69G C 3.3 11.8 R·2()1O E 1,1 6.0 A·239S-1 G 1.6 6,5 R0-24iM G o,e 5.1 ~. 18?s.:l'hOG C 4L9 las R·2077 e 1.2 itO ::R.zl"""~"'__-'G __...;;'.~'_....:6~.':....._ R-2496 G 06 1..7 ~
JUle·~¥, A 5.0 1<1.7 Ro20n C '1.1 G,O A·240i G •. 4 1.>.8 ;;"-~'~"~.:-:--_;G;_---'O~A 4.1 ~.lS!~:.A1G A Of C 0.'1 4.$ A·2071 tl 1.0 5.0 fH401 C 1,6 e.a /1-2499-A G 0,,4 4.1 ~1a7!).A2G
Aore 0,8 6.0 A·tOn E 1,1 6.C R·24O'·A G 1,2 6.5 R-2498-8 G 0,4 4.1 ~ Il\n·A:!3 A ot C 1.2 &.1 R-2011 F 0,1i 6.0 R-2401-S e 0.9 U R.,?499 G 0,2 3.1 Ft· 1&19-MG A or C VI 1,3 ~2~~___O__~
1,0 5..9 !!. \~19.~G AorC 1.11 1,& R-2000 C 1 2 5.9 R"-·2~'4~0"2" ~~~~-=-=c-=-=-'~Gt1=.=1: ==~·~·6~,'5~ -=-==~·.~·,'=.==.=l~i: ~?~iiOs.~,.o ~:::::i:U:~~ ~~!::6::.~&§~'.:.::~1i ~1&!~~~~_~__
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',,-~1_-""'" R.2411--A"-_~G'-__,~.~,_.....;.~.,'__ A·~'O C 1.3 5.S !t1~?9-B1G A 0.6 5.7 R-2t:19O=__-;G'-_-:\~.O'--_:".'::'--Ro2412-A G 1.0 6.2 /1-2510-1 G OA ,fd A-187t1-/';:2G C O,g
6.S A'2100 A '.1 5.S R.241C'·~A~'__."-~ ~...:.',~'_ _.' ..3 R-2510·2 G 1.$ 7.2~1~19·B3G C • .0 7,$ A02100 C 1.1 5.0 ft.2412·A2 G 0,7 6.S :.,.~'=S~"~-A"--~C'---.':.".:t ~.~, ~1!\19'B4G
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R-241:.__-;:D__--;'~'_--'~.~'--G 0.8 ~t!1g.e10G C 4.2 ia;.!. 1\-2112 -","__",'".1 _-,S".',-_ R·2418 G 1.0 6,2 A S.8 '" ~JlS1--A -~0o---:.~"o--•.• R.2111 e: 1,1 s.a Rw241B·A K ',0 G.3
1\"·2534 c .'". ... ~~t·e Q o.a S.O A-242t).A A 1.0 6.4 R·ms c 1.1 5" ~~l\&l-C 0 1,0 6.G. R·2420-a a 1.' s.~ R·153S·A C t.1 S1I !!:!&<U·O Q 0:2 5.3 !!:?_~O __D_ ~.~~_1~.1'-_~5.~• _ !:!.::!fllll·e
0: 0.2 5.7 R·2422-A K 1,0 G.2 "".::''''''''',,-A'_--,O''-__--'',,.':---',. I'Mf\8j·F 0 0,3 5.9 R·2422·C G 1.0 6.2 R-?545 K 0.4 4.7 ~~Hl Q 0.3 5.S 1'\~254a !( OA 30S ~MJ.H 0 0,3 6.0 R·2424·A
G M 5,9 R-1AA1-J Q 0.3 63 R·2427 0 0.9 6.0 ft,2549 D 0.9 ttO co NOTE: On catalog #'5 R--4990~AA thru A~4999~L9. SO.Fl'. OPEN and WEIR PERIMETER are per lineal toot Type K indica.tes
"Specia.I" grate style and is not among stMdard types Illustrated. Type M indica!es roll-type or mountabl. curb, NEENAH ""'-'liM: FOUNDRY COMPANY ~~ d Ft 01'£" 1.• I .• '" U-""'•., e.•
326 
t1'8" .... I ~ EXTRA HEAVY CAST IRON FRAME AND GRATE PITCH r,:..:..;;;:-'//FINISHED GRADE ___ __..----GROUT (TYP.) ''" (J) t:=: ADJUST TO GRADE "..i • .... '. ,---,. W! BRICK MASONRY
(2 COURSES MAX.) (J) .. .. o C'"\J tOJ ~----PRECAST CONCRETE RISER SECTION L -0 ,. __ • L....,-___-,-,,-,-.!----' --BUTYL RUBBER JOINT (TYP,) CLASS III RCP (DIA. VARIES SEE PLAN) ;..=~
PIPE INVERT .... :J o --NONSHRINK GROUT J.. ..(J) « Q . uJ U. D. " ).. f-I ,..c. Z .' .~ . ~ Cl « w .... ® PRECAST CONCRETE AREA DRAIN (TYPE A) ~ « III (J) SCALE: NTS }tap. ow•. ~a"'i
. co o ~C'li.r~ At'.... b..."j"" .::t.,/..ct' C:::>pe'hl~ (t~pcl'r) o co A~iSot'\ M"s ,e..lJ.~t~ t::>ittric:t 'C"\J c: $~I It<otltl"'~\"SS 3:."~. ,/",,/03 ", ~)<:-~ I'/) 
J8'1 CD /~ EXTRA HEAVY II. CAST IRON FRAME AND GRATE PITCH I'IICI-I /FINISHED GRADE Ii--:::::.::::::: ---. ---GROUT (TYP.) I=:::;:::;;=::::;:---ADJUST TO GRADE wi BRICK MASONRY (l) •
q(2 COURSES MAX.) ". I I" ..... 4· ---';1--'o (l) T I 1'-;;' I N --PRECAST CONCRETE ['m 2'-0" , •. '..1 RISER SECTION '"h.J----BUTYL RUBBER . . JOINT (TYP.) CLASS III RCP (DIA. VARIES
SEE PLAN) ......-J~ PIPE INVERT NONSHRINK ---------v. GROUT II. ::J a L (!) o u. " '~'--NONSHRINK GROUT ,. . " -< .' ~.! • : . ,.. ~ ,2 • '~" l " co ./l. .,; .J I Z <II c:: r. a ....
<! uJ 0:: oPRECAST CONCRETE AREA DRAIN (TYPE B) -< SCALE: NTS ~p. bvII •. Co'-; II. (l) t'l ttl ",vlred. At.,~ ):)r4ll~ :t.\I\l..t ~e~~j (""pc. a) o t'l o ,A.hf,,, Affl t.t5"4!~~ O,rlrlC'i-T
S;lfts-,.,,,, A: rnte/,.,,-1tS :t.~c.. IIt.,} 0.,. ro N Sl'-4" C 
9724061146 p.9 . J'an' 24 03 03: 56p The JFD Group NOTES: THE FLOOR EXCAVATION FOR CATCH BASIN, AREA DRAIN & DMH MUST PROVIDE A FIRM, LEVEL BED FOR THE BASE SECTION TO REST UPON, A MINIMUM
OF 6 INCHES O,~ 1" DIAMETER (MAXIMUM) ROCK OR GRAVEL SHALL BE USED TO PREPARE THE BEODING TO FINAL GRADE OR LIEU OF THIS, AT LEAST 6 INCHES OF 2-SACK CEMENT STABILIZED SAND SHALL BE
USED TO PREPARE THE BEDDING TO GRADE. CEMENT STABILIZED-SAND SHALL BE ALLOWED TO SET BY KEEPING HOLE PUMPED DRY, AFTER CASIN HAS BEEN INSTALLED ON THE PREPARE BEDDING, THE BACKFILL MATERIAL,
WHICH IS FREE FLOWING AND CLEAR OF" ROCKS, IN EXCESS OF 4" DIAMETER AND OTHER LUMPS WlHICH WOULD PROHIBIT PROPER COMPACTION, SHALL BE COMMENCED IN L1'TS OF NO MORE THAN 18". THE MATERIAL
USED FOR BACKFilL SHOULD BE A TYPE SUITABLE TO OBTAIN THE OENSITY REOUIREMENTS FOR THE SPECIFIC JOB. ,,-------H(AVy DUTY CAST IRON FRAME AND SOLID GRATE ~---FINISHED GRADE 2% 2'" -MORTAR
----~~~~~~~~~==~~.::~=-=-=--------GRADE Wi BRICK MASONRY (2 COURSES, MAX,) '~------PRECAST CONCRETE CONCENTRIC CONE (FLAT TOP IF DEPTH REOUIRES) +------PRECAST CONCRETE RISER SECTION
5" MIN. •.. iI---------ADJUST TO CLASS ill RCP (DIA. VARIES SEE PLAN) r-----NCINSHRINK GROUT j.,2i~:::...cr~ '::-1-=;.-----OIL INTERCEPTOR HOOD j.:==~--PRECAST SUMP SECnON ~Te~ 8!ltS/1'!
1=-ofl. DMN .I\1I-\)C.'1"'l JL&S ~7 MJ:) ,..13 ....-----BUTyL RUBBER JOINT (TYP.) 
Steve Chutchian From: Jim Duffy Ufdgroup@f1ash.net) Sent: Monday, January 27, 2003 2:35 PM To: Sieve Chutchian Cc: Cannen Moran Subject: Pavilion lesting S8IVices Steve, ~or the construction
of the Pavilion building, the testing lab will work for the Town. Will you please get proposals for testing services from the firm's you prefer and let me know who we want to use? The
requirements are shown in the plans and specs. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972 .241. 2816 972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian To: Michael Murphy Subject: FW: Fountain vault shower FYI -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netj Sent: Friday, January 24, 2003 4:12 PM
To: Slade Strickland Cc: Car.men Moran; Steve Chutchian; Dave Clough; Craig Gaussiran Subject: Fountain vault shower Slade, The architect has determined through a consultant that OSHA
does not require a shower in the fountain vault to' deal with chemical spills. They do require an eye wash station and we have one. We do not need a letter from the Town on this issue.
However, we will have to create some kind of containment area under the chemical dispersing equipment in case of a spill. After Abstract provides shop drawings of the equipment layout
and piping in the vault, Sasaki will design a curb area to contain any spills. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian To: Jim Pierce Subject: RE: French drain connection to sanitary Jim -I am not comfortable sending anything of this nature to Jim D. until you and I have discussed it
first. Thanks. Steve c. -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netJ Sent: Friday, January 24, 2003 4:04 PM To: Steve Chutchian Subject: French drain connection
to sanitary Steve, The mechanical engineer would like something from the Town indicating they are aware of the connection of the fountain vault french drain to the sanitary sewer. Will
you please send me an email indicating your awareneSS of that connection so I can forward it on? Thanks, Jim 1 
Steve Chutchian From: Jim Duffy [jfdgroup@flash.netj Sent: Friday. January 24.20034:41 PM To: Carmen Moran; Steve Chutchian; Craig Gaussiran Subject: Oncor Status I talked this afternoon
to Oncor to get an update from them on their progress on both the gas and electric work at the Arts District site. They hope to have the gas crew on the job early next week to do the
termination of that line. The change over of the power to the new service should be complete by the end of next week if the weather holds. They will then remove their lines from the
poles and allow AT&T and SBC to get in and do their work. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972 .241. 2816 972.406.1146 fax 972.998.5078 cell I 
Steve Chutchian From: Carmen Moran Sent: Friday. January 24, 20034:35 PM To: Steve Chutchian Subject: FW: Roadway Lighting Steve, I talked to Jim about this. I don't think we will have
to change the fixture, we can just add the same shoe-box fixtures on a 30-foot pole that we have used on Arapaho Phases I and II. Jim is going to go drive those areas and shoot photos
of the two types of fixtures and email them to Dave. We should have it resolved by Monday. Jim may contact you next week to get the specs for the fixtures we used on Arapaho. Carmen
-----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netJ Sent: Friday, January 24, 2003 4:17 PM To: Carmen Moran Cc: Steve Chutchian; Dave Clough Subject: Roadway Lighting
Carmen, Sasaki's lighting consultant has determined we will not be able achieve our desired roadway light levels using the fixture currently called for along the perimeter streets. We
will have to change fixtures and use taller poles. They will select a fixture and get the necessary information to us to price the change. It will also include lights on the south side
of Festival Way. I have given the contractor a "heads up" about the pending change, but they are going to need information soon to include these new fixtures in their order. Jim Duffy
3887 Ridgelake Ct. Addison, TX 75001 972.241.2616 972.406.1146 fax 972.998.5078 cell 1 
SO$Oki Associates Inc. 64 I'Ieasont Sfreet Watertown Massachusetts 02472 USA t 6179263300 f 6179242748 w .......ww.sosaki.com January 17, 2003 5 A 5 A K Jim Duffy JFD Group 3887 Ridgelake
Court Addison, TX 75001 re: Addison Arts & Events District -Construction Administration SA #14516.05 Dea, Jim: I'm writing in response to questions and requests from the contractor that
you have forwarded to me recently. Regarding the letter from Absrrac, Consrruction, dated 1/13/03 (attached), requesting approval for field painting the Pergola seeel scrucmre, we do
not approve the [equested change. The scruCID[e has been designed to be shop fabricated in sections and shipped ro the job site for erection. Fabrication is specified to include shop
priming and painting of the steel. In our opinion and experience, the quaiity offinish we expect is much better achieved in controlled condirions, particularlywi[h [he painting "'/srem
specified. The sreel sections should be wrapped and protected during shipping and install.tion and making the bolted connections at each column should cause little to no damage to the
Steel. The paint color will be black, so any touch-up paiming in rhe tield should be easy to match. Also, the column connections will not be vety visible from the ground. The perimeter
foundation drain for the founrain vault should be installed as shown on the Drawings. As you and I have discussed, we would like to avoid installing this drain line under the foundation
walls fat the Wacer Garden lower channeL The 4" sanitary drain pipe from the fountain vaulr sump pump (detail 11M 1-1) should be connected to [he solid pipe portion of the fuundation
drain, not to the sanitary sewer pipe in the Bowl area as indicated on Drawing MI-l. Please see attached sketch SK-2. Please let me know if rhere are furrher questions regarding these
issues. Sincerely, 1(5~ David Clough Senior Associate Ene.: J"l13/.0 3 Letter from Abstract C6nsrruciion,SKc2· Cc: Carmen Moran, KeIth Gassman, Cathy Baket, Ting Chang dcc\j;::\1"516.00\projmgnit\let
cersU-jd17jan03.dot 
Jan 14 03 10.49a The JFD Group 9724061146 p.2 JAN-13-2003 lION 10:24 AI1 ABSTRACT COOT F/IX NO, 469 385 9753 p, -02 J:muuy 13, 2003 Mr. JimDufIY JlIDGmup 38&7:Ridgo1a1re Coon Addison,
T.,...75001 DearJim: In """""" to !beshop paintillgofthe~ sttuctwe Ii>rtheAddison.Atls & Events Distl:iet We...-.: :t'<C!"<"dng .........."."Mn ofshop paindng the pagoIa sttuclU1e .As
you .....n I<noov th_will be se<IiQos Ie£t unpain~ for the welded conneaioos. Dace Ihooc ...... lite 'IJI<!l<Ied Ib..... they will be Iidd poinIod aloug with :my """" that 0C0ltttd during
om:Iim. We aft: ""''',......! that Ibese ..,.,... will stand OIlt man: thea the...".. pn:vbuslypointed. due to c:bmgeI in the.bumittity !eods :and dI:yihg timco. nos .a:suIdng in apoasib!e
a:puuofthe ...dn: • ......,.". to ~unilmmity, ODd the_ul!imaWy being Iiddpainred. We Ii>:! tbatin orela to get Ihe ~look _ unifwmi1y.1idd paintiqg~ bethe most ~process. thus oIi . "linG
any "po.tt:b work" look. We...ouJd be willing t<> offi ..... c:n:dU 10 the pmje<:tiffidd paindngwould bellAX<ptm. 
I F~=== ~~~~C\i BS HP 624.66 Project TItie /~/HP 6~.75 \ \ \ Project Number Drawn By de Addison Arts and Events District 14516.05 Scale 1"=20' Drawing Tille Dale 17 January 2003 SUMP
PUMP PIPING PLAN Ref. Dwg No. C3-2 Drawing Number • SK-2 SASAKI 64 Pleasant St Watertown, MA 02472 617 9263300 
2 2 3 4 1 1 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 3 Page No.: 1 Project: G02068E -Addison Arts & Events Distrlel IlemNo. Description Status Opened Due Action Required
By Closed 01 -Field Progress Report Open 01/15103 1) Sub-grade at garden area. 2) Concrete formwork to start by end of week 1-20-03. 3) Oncare is to cap the gas line in 1 week and will
energize the new line and start removing poles In a week and a half (1 112). 06 -Cost Issues Open 01106103 Abstract Construction Bulletin #1 Open 01/06103 Abstract Construction Exploratory
excava~on of propane tank on the South side of the property and septic tank on the North side of the property. Open 01107/03 Town of Addison Drawings for Pavilion to be out on January
24th and bids February 11 tho 07 -RFl's and Architecfs Supplemental Instructions Open 01106103 RFI log is attached for review. 08 -Submittals Open 01106103 SUbmittal Log attached for
review. 10· Safety Open 01106/03 11 -Payment Requests --~--'---'------...--~.-.~..-.-.. --~ Closed 01106103 01107103 December draw has been submitted. 12 -Miscellaneous Issues '~-~"'-~'-------""--~~.
~. Open 01106103 Fountain vau~ will not have an emergency shower. Ron Lee with the Town of Addison is to do a letter to the Architect advising him of this decision to eliminate the shower.
..--~.. ----------------.------1 
2 3 2 3 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 3 PagaNo.: 2 Project: G02068E· Addison Al1s & Events District Item No. Description Status Opened Due Action Required
By Closed Open 01/06/03 Oncore's subcontractor damaged a portion of the sitt fence material. Jim Duffy has contacted them and advised them of the situation. Open 01/15103 Two light poles
and bases are in the paver area. Waiting direclion. 14 -New Business Closed 01/07/03 01/15103 Jim Duffy is to be copied on all Testing reports, he will distribute to the Ctty. Closed
01/07/03 01115103 Oncore denstty of backfill has failed. 
----STATUS RFI LISTING .., A • AWAITING RESPONSE R -RESPONSE RECEIVED Abstract Project: 2068 -Addison Arts & Events District Date: 1122103 Page No: 1 ~" --RFI No. Originating RFI Subject
Date Sent Date Date !Status I Days I Reference Spec Sec Contractor 1 Vendor Sent To Due Returned La..t.e ' ~."l.. . 001 Cal Har ! Request for CAD disk for Site Utilities 12117102 12117102
12119102 R 2 ! 02605 JFD Group I r--~2 ~ Strand & Associates, Exposed Aggregate 1211810212120102 12119102 R i __ Remarks 1 03000.J LLC. . JFD Group 1 . ~:: I _______ "! -..-i , ~3--.-J \1 Bituminous Pavers ! 01106103 , I. _I. IJFD Group L-__--'___-'__-'--_-j " [004 . ~-.
I· C;;~drete -Se-8-le-r-------------+,· 01/0-61-03-.----.----.--,---+I07100 L __ . JFD Group . __.__ . , ______ I~~~5=JcalHar Construction, Inc. Clarification of Manhole Covers IJ~~~
nOll~. _. . .~1.__9~_ L I CalHar Construction, Inc, Field layout verifICation IJ~~;~~~PI. 01/17103 1 ... _ 1 A. _~.: .L _______: [;~5 .J~aIHar Construction, Inc. IPost Hydrant Product
Data for Approval IJ~~::~~P 1 01117103 1 011171O~_R_jd1 ~:O5 • JC:IHar constr~c:tion,il1Z-Request for Area Drain Ca~iing ClarificatiOn -·IT:~:7~~:-d~-i=o~F-J-Grou-p-· -1-A-I 5 ~~~~_..
_____[ !009 iCalHar Construction, Inc. Request for OllfTrap Catch Basin & Retention Manhole 01117103 I 01/17103 I 01120103 I R I 3 L" ~2605 .1.... Casting Clarification J~D Group ..______1
1010 j CalHar Construction, Inc. Onsite crushed limestone in lieu of Seleel ! 01120103 1 01120103 1 01120103 1 R 1.1 I' I0222~ IJFD Group I 1011 IRiddle EleClric Company Lightpolebanners
I 01120103 1 01123103 1 II2-K I! I 116501 I 1JFD Group I i , I 
I AP • Approved or Reviewed NR • No RQ$ponse Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit .., NS • Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/22103 Submittal Spec Subcontractor I Vendor II' Dat,:. JDaI~ _Date Date D~-D.teAlE Date TOD~,i,;;;;TFab :;~ta~~.'I AlE Number Section
Description I Req'd1,'J])_lRec'd Sub to AlE from AlE "Returned SubNend .,. Date Allowed L. ,Rev J 02375 DRILLED CONCRETE PIER 02375-001 1 02375-1.04 1 I NS Concrete Deslgn Mix I 02375-002
1 02375-1.04 1 '-1-u__u_ I NS Record Drawings of Drilled Shaft Foundation Work 02605 UTILITY STRUCTURES 02605·001 I 02605-ICalHar Construction, Inc. 01/09/03 Utility Material Submittal
i 02736 STONE DUST SURFACING 102736-001 I 02736· 1.04 I L_ __.-.L.. ---T _./NSI -I Samples I NS I Product Data 1 02750 PORTLAND CEMENT CONCRETE PAVING I 02750-001 I 02750·1.06 IStrand
& AsSOCiates, LLC. 1 01/14/03 I 01114103 I01/14/031 01/19/031 01/20103 I01/20103 I 1 RR RR I 61 01114/03 Design Concrete Mixture 02752 EXPOSED AGGREGATE CONCRETE PAVEMENT 02752-001 1
02752·1.07 ISirand & Associates, LLC. I 01/15103 I 01/15/03 101/15/031 .o1/20/03J __ .-.-J ___J_.....l_ I su I I 71 01115/03 Gray Aggregate Sample 02752·001 I 02752·1.07 1Strand & AsSOCiates,
LLC. 01/15103 I 01/15103 I01/15/031 011201031 ~u 7J 01115/03 Tan Aggregate Sample 02752·002 I 02752·1.07 1Strand & Associates. LLC. 01114/03 Mix Design 01/14/03 I 01/14103 I011141031
011191031 01120103 I01/20103 1 I AN .~ 02752-003 ShOp DraWing J 13 
AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit ., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/22103 Submittal Spec Subcontractor I Vendor Io~te-I Date,] Datol Date Due i DatoAiE Date To Delivery ~b::r~t!usl At!: l Number
Section Description Req'd Sub I Rec~s~L to AlE Ifrom AlE l Returned SubNend Date __ Allowed II Rev I ,-'02772 CONCRETE CURB AND GUTTER----I 102772·001 1~2772. 1:06 IStrand & Associates,
LLC. 01114103 I 01114103 1011141031 011191031 011201031 01120103 1 I RR I 61 01114103 Mix Designs i 02772·002 I 02772· 1.06 I .. NS Manufacturer's Product Date Shop Drawings 02184 STONE
PAVERS c.02764.001 I 02784·1.04 I I I NsLI I 02764·002 Samples I 02784· 1.04 I "11 I NS ! ! 02784·003 Manufacturer's Product Data I 02784·1.04 I I NS I I 02784-004 Shop Drawings I 02784·
1.04 I 02784-005 Contractors Review 102784-1.04 I J~-I-_ I NSLJ Test Reports I 02185 GRANITE PAVERS L02785:001 I 02785·1.04 I 1 NS I Samples L02"-85~O~O~785. 1.04 .l_ Manufacturer's
Product Data .-'.1___,___,--_ I~Lj Shop DraWings ! ....1 __ Contractors Review 
--I AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/22103 submittal Spec SubconbactorlVendor DatelD~teT 0,;;110;; eDuel OataAtE Date To Delivery Fal;!~y;eli~~sGVEl Number section
Description Raq'd Sub IRec'd SUbJ 10 AlE from AlE Returned SubNend Da", Altowed. ~J ..._-02785-005 1=;10=27=85;=-1"".0""41=1========t-I.. I" I ... I J: I I NSI Test Report I 02786 SLATE
PAVING TILE I 02786.()()1 I 02786-1.0~J -------_-I;----...-~---rL-_--,----.----.----.-----r-----rl-:N=S-,I--+ Manufacturer's Product Data 02786·002 --.~... 1.02786-1.04 I I NS-,-I---'
samples -------I 02810 IRRIGATION SYSTEM I I 02810-001 I 02810I I J NS II I 02815 FOUNTAINS I 02815-001 I 02815IGreenscape Pump Service,lnc. I 01/03103 I 01/03/03 101106103101113/031
01110103 I 01/10/03 103120/031 69 I~R 1 4J 01/03/03 Product Data 02815-002 I 02815IGeorgia Fountain Company, Inc. I 01/06/03 I 01/06/03 101/06/031 01/121031 01/101031 01/10103 I I AP
I 41 01/06/03 Fountain Shop Drawings I 02815-001A I 02815IGreenscape Pump Service, Inc. 01/16103 I 01/16/03 101/16/031 01/231031 01/20103 I01120103 103/20/031 59 I SU U 01/03103 Product
Data -Exhaus1 Fan Resubmittal I 02816 DRINKING FOUNTAINS L02816-001-'O~81il-l·04I_. -~----~-•..~_--l. -------"r--.-I NS I Shop Drawings 02824 ORNAMENTAL METAL FENCE AND GATE I 02824-001
I 02824·1.04 I I UI ---1 -,-..Ur , NS I n" Shop drawings 02824 I 02824-1.04 I I NS I L02824·002 I 02824-1.04 I I NS I Samples 
AP -ApprOVlld or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01122103 ~ Submittal Spec Subcontractor/Vendor I D~t;1 ~ I)~ Date ~ Date Du~l~ Dam AlE Date To ,I Deil~~Fab=E~~~$LAlEJ Number Section
DescrIption Req'd Sub ~SUb to AlE from AlE Returned SubNend I Date_~ ~'owed Rev il 02838 STONE WALL ~~~ ~~ ~~ ~ ~~ ~ ~ ~~~~ ~~ ~~~~ .•~~~~. I~ 02838-001 I 02838· L ~ I I NS 02870 SITE
FURNISHINGS 0287()"001 I 02870 -1.04 I NS Shop Drawings 03100 CONCRETE FORMS AND ACCESSORIES I 03100-001 I 03100-1.04 I I I NS I I Samples Product Data 03200 CONCRETE REINFORCEMENT 03200-001
I 03200~ 1.05 r T -I -I-~ ~~~.~ r INS CJ Shop draWings 0320()"002 L--_L--~L----L_-L-_--L-_.L.---L__IL-N_SLJ Certified Copy of Mill Test of reinforcing steel 03300 CAST IN PLACE CONCRETE
03300-001 I 03300 -1.04 JLS_tr_an_d_&_A_s_s_OC_iate~S_.L_L_C_.~_~---'_~~-L~_ 6J 01/14/03 Mix Mix Designs 1 03300-002 I 03300-1.04 I JNS I ManuFacturer's Product Data I 03300-003 I 03300·
1.04 I ~. I I I NS I Schedule for Execution of Concrete Work 03300-004 I 03300-1.04 I I NS I Shop Drawings of Structural concrte items 
AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR· Revise and Resubmit NS • Not Submitted SU • Submitted to AlE ." BY SPEC SECTION Abstract>
Project: 2068 -Addison Arts & Events District Date: 01122103 ! SUbmittal! Spec Subcontractor I Vendor 1---o';;;;--~I---Date I D~ ] 0";" Duel D~b,-N~i Dat~r;1 Delwe~ Fab ~.:f~ta~u"l AlE
I LNumber Section Description Req'd Sub Rec'd Sub to AlE from AlE Returned SubNend Daie Allowed Rev --~ ~"------~----=--:----~----,','------i __ 03450 ARCHITECTURAL PRECAST CONCRETE
--I ~345O·001 L03450·1.04 I I NS Product Data ~450-002 I 034~0. 1.04 I NS I Shop Drawings I 03450-003 I 03450-1.04 --~-'-~-Calculations I 03450·004 I 03450· 1.04 ! Inltal Selection Samples
03450·005 I 03450·1.04 I I=L__~ I NS I m Verification Samples Test Reports I 04200 BRICK MASONRY I 04200·001 I 04200-1.06 I I NS I 04200.0021 :;amples 04200· 1.06 I L.-l____ I I NS I
Product Data 04270 GLASS UNIT MASONRY 04270·001 I 04270-1.04 I I NS I, 1~ Product Data [-_04~2~7~7~O.~-!O_4i_70-1.Q4 L-_________-L__-.--l [ [ NS I Samples 04430 QUARRIED STONE L L __-.L
I I NS I 1-04430.001 i 04430-1.05 I __ Samples 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01122/03 ---Pa e: 6 ~~ Submittal Number Spec Section ~~ ~ Subconfractor I Vendor Descripllon ~D-.te-;rD-ale--I Req'd Sub ~Rec'd~~
1 04430-002 104430 ~ 1.05 1 1-!.Ft~Du~.T:D.t;;AlE Date To Ilellvery! FabDaY" stalusl AlE ~ I\IE~~m_AlE Retumod SubNend Date J Allowed ~ Rev I_l I 1 INS 1 I manufacturer's Product Data
---~-~ -~.---~ -~--;--~ l 04430-003 I 04430-1.05 II,-__~__---,-__~__~ _~ ~ 1 NS 1 J Shop Drawings ~J-.-J Test Reports L -------------~-----,----.----.----,----.----.----.----~-,-04430-005
I04430 -1.05I I NS I Contractors Review 05120 STRUCTURAL STEEL I 05120-001 \ 05120-::1.04\ ~ ~ ---~ --I I _-,-!_~ _:--:-1-~ -1--I NS [ J Product Data INS I Shop Drawings I 05500 METAL
FABRICATIONS I 05500-001 105500-1.04 I NS I I Shop Drawings Product Data 05500-003 I 05500-1.04 ~LI__________-'--__..J _--,I_~~ 1NS 1 Calculations I 05500-004 I 05500-1.04 1 ~ --1---.L
Welders Certification 05530 METAL GRATING 05530-001 I 05530-1.04 I --------------~----~----~----~----~--~----~----~--I ~NS~ _1r ~ Product Data 05530-002 I 05530-1.04 1 I_~_ . i NS I
Shop Drawings 
PI' • Approved or Revi9wed NR • No Rasponse Required SUBMITIAL LISTING AN • Approved as Noted RR • Revls9 and Resubmit NS· Not Submitted SU • Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01122103 PAne: 7 ' -Submittal Spec I' Subcontractor I VendorD~----;;;;te Date iDale Due i . Date AIEl' Date To ~ i Delivery IFab ~.y~
I' Statu~ . AlE 1 \LNUmber Section! . Description Req'dSub '. ~e~~ub to AlE , from AlE Retu~lS~bN~~ _D~ ~I,,:,,~_ Rev' I 05700 ORNAMENTAL METAL Product Data L05700-002 I 05700 -1,06
I , I NS I 05700-003 I 05700-004 Shop Drawings I 05700· 1 ,06 I Field Measurements I 05700-1,06 I calculations I '----------.JI ~--. I NS I INS I Verification Samples NS 1 07110 BITUMINOUS
DAMPROOFING 107110-001 107110.1,04 I Product Data I 07110-002 I 07110·1,04 I ! . _~__ Certification I 07135 SHEET MEMBRANE WATERPROOFING l 07135-001 I 07135·1.04 I I Product uata [.07135-002
L~7135'1.04 I Samples 07135·003 I 07135·1.04 i Manufacturer's Review ! 07135-004 I 0713507135·1,04 I L substrate acceptability I I NS I .2NS-LI----! I '--I NS I . ....J I NS U I NS I
Statement of Supervision 
flJ> -Approved or Reviewed NR -No Response Required SUBMITIAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/22103 Submittal '1 'Spec Subcontractor tVendor r-';;'te I o;;t;!DOle Dolo Duo Date AlE I Dale To Delivery ~b :·:r~t.~u1-AIE I Number
Section Description ~'d Sub Rec'~ ~to AJE~om AlE Re~umed SubNend I Date Allowed ._ Rev_ I. 07135-006 ]. 07135-1.04 I I 1 I I \ 1 I I NS I i CertificatIon L 07900 JOINT SEALERS I 07900-001
I 07900-1.04 I I NS 1 Product Data I 07900-002 107900-1,04 1 I_~p ~_~__~_--'-__-L.__L-_-'-__-'----'------l Initial Selection Samples 07900-003 1 07900-1.041 ---i----1-I NS I J Test Reports
08110 STEEL DOORS AND FRAMES I L!'l~L]I 08110-001LO~0-1,05 L Shop Drawings ~ 09900 PAINTING 09900-001 109900-1,04 I LT. r --1--1 --[NS-r ~ Product Data I 09900-002 1 09900 -1,04 I 1
. I .~ I NS I '---------'----'-Inital Color Selection Samples I 09900-003 109900.1,04 '--_________----L__--'___L-._--'-__--L__-'-__-'-_--'-LNS 1 J Verifictlon Samples 10210 METAL WALL
LOUVERS 12010-001 1 10210-1.04 ! I. 1NS I I 12010-002 Shop Drawings 10210-1.04 I.L-________________~____J Manufacture~s Uteratur. _-,-1...1 NS i 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01122103 Pa e: 9 I~ Submittal Spec I~ Subcontractor 'vendorDat;l~ -Oat. Dale IDale Due I Dal. AlE Dal. To ,ldDallve':;;l Fab Days
SIaIUS[ AIEl . Number Section Description Req'd Sub Rec'd Sub ~-1from AlE IReturned ~ubIV~~L ~DaI~Allowed ~~ ~ ~I 15010 GENERAL REQUIREMENTS FOR MECHANICAC-~ ~_._d_ -J l!5010-00 1 I
15010-1.5 1 1 II .1 NS L Product Data 1 15010-002 15010-1.5 1 NS 1 Manufaclurer's Specifications 15010-003 1 15010-1.5 Manufacturer's Specifications 16010 GENERAL REQUIREMENTS FOR ELECTRICAL
WORK iu1601 ()"001 116010-1.06 1 I L_ -.-1_.:..-1 ~Sl Service Entrance Equipment Panel Boards 1 16010·003 ! 16010-1.06 I 1 NS 1 15010-004 I ~ 16010-005 Raceways 1 16010-1.06 i Wiring
1 16010·1.06 1 --.-.1__L_..-L_-L_--.l..-_--L-.._..l.--_ 1 NS . ~---T d -1 NS 1 1 Wiring DeVIces I 1601()"006 16010·007 I 16010·1.06 1 Disconnect SWitl:hes I 16010-1.06 I Camlocks ---'-,PINS
1_ 1NS 1 I I .I 16010·008 116010-1.06 LI_________---L I l-_..L-_--L_----L_----1.I--~_J Lighting Controls ~010-009 I 16010~1.ii6r ~ -----------.---.,-----.------,.------,----,-----.--,----'1-C:N-=-S'I
--; Fuses 
I AP • Approved or Reviewed NR· No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit .., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/22/03 I"!!ge: 10 i-submilt-;;! spec Subcontractor I Vendor I Dat~-~I Dale l ~Dale Date D~;[ Date AlE I . Date To ' Delivery F~i,
Days]SlaIUS IAiEl L ~~Number Section Description IReq'd Sub Rec'd S~A1E ~ fro",A1=-Relurn.~d LSubNend Date Allowed ~ Rej 16010·010 16010·1.06 _L=uu 1 1 NS 1Transformers I 16010·011 116010·1~06
I Icu~NSTTerminal Blocks Cabinets I 16010~013 116010-1.06II ~_I_I Lighting Fixtures L_ ------------------~----.-----~--~----~----~----,---~----~--~~ 1_60_1_0-_1._06_ __________________
____ ____ ____ __ ____ ____ ____ __ __ Boxes 
--10r EXCAVATION WATER GARDEN FESTIVAL WAY UTILITIES WATER GARDeN UNDERGROUND DRAINAGE STORM TIE IN BOWL WATER FESTIVAL WAY STORM WATER SEWER FOUNDATIONS MAIN STAGE Il!!I FOOTING FORMS
ELECTRICAL REBAR INSPECTION POUR PAVERS IE REMOVE EXISTING PAVERS DEMO WALKS UTILITY TIE·INS 8daye 4days 4days 11 days 7 days 4 days 3 days 4days 4 days 16daya 6 days 5 days 5 days 5
days 5 days 1day 1day 1day 1da)' 1day 12 days 3 days 4 days 5d9)1S Wad1/W03 Wed 1/22103 Tue 1128103 Wed 1/22103 Tue1128103 Tue 112S103 Mon2l3l03 Wad 1122103 Wed 1122103 Wed 1122103 Wed
1122103 Thu 1130103 Thu 218/03 Mon 1/27103 Mon 1127/03 Man 1127/03 Tue 1128/03 Wed 1129103 Thu 1130103 Frl1131103 Thu 1123103 Thu 1/23103 Tu. 11211/03 Moo 2/3103 Frl1131/03 Mon 1127103
! Frt 1/31103 Wed 216103 Wed 21S103 Frll/31103 Wed 215/03 Mon 1/27103 Mon 1127/03 Wad 2112103 Wed 1129/03 Wed 215/03 Wed 2112/03 1',11131103 I'rl1131103 Men 1/27103 Tue 1126/03 Wed 1129/03
Thu 1/30103 Frl1131/03 F,I2I1103 Men 1127103 Fri 1131103 Fri 211/03 ... ... ....:....:.:...--Project: ADDISON ARTS 2WEEK LOt Date: Wed 1122/03 Task SpHt Progress MlleolOne SummO!)l •...
... Project SummaI)' as • T "" External T..ks External MlieslOne • DeedHn. {1" Pagel 
Steve""Chutchian From: Jim Duffy Ufdgroup@f1ash.net) Sent: Thursday. January 16. 20035:29 PM To: Craig Gaussiran Cc: Cannen Moran; Steve Chutchian; Dave Clough; Slade Strickland Subject:
Misc. Items 1.) The offer of a credit in your letters of January 13 & 14, 2003, to substitute field painting of the pergola structure in lieu of shop painting is not accepted. Please
proceed to shop paint per the specifications. 2.) As regards the connection of the french drain at the fountain vault to the sanitary line, as indicated earlier, please proceed to install
as shown in the drawings. Additionally, we will soon be issuing a modification to take the vault sump to that same line in lieu of the connection currently shown on the drawings. If
you have any questions, please contact me. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972 .241. 2816 972.406.1146 fax 972.998.5078 cell 1 
Steve Chutchian From: Jim Duffy [ifdgroup@f1ash.net] Sent: Saturday, January 03, 19703:52 AM To: Craig Gaussiran Cc: Dave Clough; Steve Chutchian; Carmen Moran Subject: water line relocation--Arts
& Events District Craig, The field request to relocate the 12" water line in Festival Way +1-two feet to the north of the location shown in the plans is approved. The plan location is
diagrammatic and allows for adjustments to avoid potential conflicts with other elements. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 cell

Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 (Phone) 469-385-9723 (Fax) 469-385-9753 Abs~ract OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Minutes of Meeting No, 2
January 15, 2003, Wednesday 1:30 PM Meeting Addison Arts and Events District Jobsite Page: CoverSheel Location: 15440 Addison Road Project No.: G02068E Project: Addison Arts & Events
District Here Attendee Company YIN Initials Name Represented y GAG Craig Gaussiran y Garth Rogers y Jim Duffy y Slade Strickland y luke Jalbert y Steve Chu!chian y Ron lee y Dave Wilde
y Carmen Moran Abstract Construction Company Abstract Construction Company JFD Group Town of Addison Town of Addison Town of Addison Town of Addison Town of Addison Town of Addison The
attached minutes refiect the author's interpretation of what was discussed, determined or occurred at the above referenced meeting. If any attendee feels there has been a discrepancy
or error in documenting the discussions, please notify the author in writing with in 5 days of receipt of these minutes. Otherwise these minutes will be deemed to be accurate and accepted
as written by all parties in attendance. The Next meeting will be held at the following location, date and time: Location; Addison Arts and Events District Jobsite Date; Wednesday, January
22, 2003 15440 Addison Road Time: 1 :30 PM ~~-~------------...-~... ---~-----Prepared By: Abstract Construction Company Signed: "C~~--=-------Dated; 
1 1 1 2 3 4 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 2 Page No.: 1 Project: G02068E· Addison Arts & Events District .... __.._-Item No. Description Status Opened Due
Action Required By Closed 01 -Field Progress Report Open 01106103 Abstract Construction 1) Earthwork in progress. 2) Utility work started January 2. Domestic water outside of property
line. 3) Demolition of the two structures are completed. 03 • Schedule ~------------------------------------------Closed 01/06/03 Abstract Construction Schedule is completed and attached
for review. 01/07/03 06 • Cost Issues Closed 01106/03 Abstract Construction 01110/03 Excavate and place in an appropriate container 7 Oak trees and transport to the Addison Service Center.
Open 01/06103 Abstract Construction Bulletin #1 Open 01106/03 Abstract Construction Exploratory excavation of propane tank on the South side of the property and septic tank on the North
side of the property. Open 01107/03 Town of Addison Drawings for Pavillion 10 be out on January 24th and bids February M \ \ \-~. 07 -RFl's and Architect's Supplemental Instructions

1 1 2 3 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 2 Page No.: 2 Project: G02068E· Addison Arts & Events District -..--..~~~~~~~----------------------Item No. Description
Status Opened Due Action Required By Closed 12 -Miscellaneous Issues Open 01/06/03 14 -New Business Open 01107/03 Direction for construction items are to come through Jim Duffy. Open
01/07/03 Jim Duffy is to be copied on all Testing reporis. he will distribute to the City. Open 01107/03 Oncore density of backfill has failed. 
STATUS RFI LISTING .., A • AWAITING RESPONSE R • RESPONSE RECEIVED Abstract: Project; 2068 • Addison Arts & Events District Date: 1115103 Page No: 1 "r'-------------RFI No. I Spec Sec
I Originating Contractor 1Vendor RFI Subject Date Sent Sent To ,===~=.·~=t:-J R~::~ed IStatus Days Late ~~::;k~.J L~FD GrouJ> . .____... i 1 1:~5 ICal Har ... u_u •••• Reques!for CAD
disk for Site Utilities u__ IJ:~:~~PI 12117102 i 12119102 I R i 2 002 Strand & Associates, IExposed Aggragate 12118102 I 12120102 I 12119102 I R I I 03000 LLC.. JFD Group 1 ~ ... IBituminous
Pavers . ... 1 01106103 I 01106103 I 01107103 I R I"'1 It. ---.---J JFD Group ~04urnu "1 Concrete Sealer . I 01/06103 1 011061031 01106103 1 R r--J 07100. i JFD Group ~ l L Town ofAddi~C;;~~/~JFD
Group ---------------. ~5-------CalHar Construction, Inc, Clarification of Manhole Covers 01110103--[01113103--1--'" ur~~-1_2'1--------------{I' 02605. Town of Addison clo JFD Group
. tOO.----=! CalHar cOnstruction, Inc. IField layout verification 01114103 I 01117103 1 1 AL_-_' I. I . ... ' __----L_T_own_O_f_Ad_d_iS_o_n_cl_O_JF_D_G_ro...cUp'--_____.....L_______
m' 
Ill' -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01115103 Palla: 1 Submittal Spec Subcontractor I Vendor -Da~---1--Da;~-'~D';;;;-Date Due I' Date AlE Date To Delivery I Fab DaY" IStalusl;'~
Number Section Description 1 Req'd su~Rec'd Sub 10 AlE from AlE Returned SubNend Date Allowed i I Rev 0=2=37=5~D=R~IL=L~ED==±C=O=N=C=R=ET=E=P=I=E=R~ ---I 02375-001 1 02375-1.04 1 -------I
-r -----T J NS I uJ Concrete [Jeslgn Mix 02375-002 I 02375-1.04 I I NS I Record Drawings of Drilled Shaft Foundation Work 02605 UTILITY STRUCTURES 02605-001 I 026051 CalHar Construction,
Inc. ___ --roiT09/0:q01l09/03[01t09io3[01t14io311 I su I-=Y] 01/09103 Utility Material Submfital 02736 STONE DUST SURFACING 02736-001 1 02736-1,04 1 1 ___----' iNS 1 Samples ~736-0r:z.J_02736-1.04
1 Product Data 1 J L---L_---..L_-L-_-L-----.l_--L-IN_S L~ 02750 PORTLAND CEMENT CONCRETE PAVING 1 ~2i50-001 I 02750-{OO-rstmnd & AssoCiates, LLC. 01/14103 I 01114103 101/141031 01/19/031
__In 1 SUi 1J 01114103 Design Concrete Mixture I 02752 EXPOSED AGGREGATE CONCRETE PAVEMENT j [0275~-00'1.u~ii;2:1~oil Strand & Associates, LLC. 1 01115103 I 01/15103 1011151031 011201031
1 SU 01 01115103 Gray Aggregate Sample L 02752-001 102752-1.07 1Strand & Associates, LLC. __---'01115103 101115103 I0111~03 j 01/20103 L _I 1 su I ~ 01115103 Tan Aggregate Sample 02752-002
1 02752-1.07 1Strand & Associates, LLC. -----:-:-:-:=:-,,-----,--,---,--,----=-:-;-~01/14103 1 011141031 011141031 011191031 ____..... I SuU 01114103 MJx DesJgn 02752-003 I 02752-1.07
1 I.. ... __1_ NSLJ Shop Drawing 
J AP "Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstlractl
Project: 2068 -Addison Arts & Events District Date: 01/15103 , Page: 2 ..._\ ..~.. Spec Subcontractor /Vendor Date Date Date o,rte Du; r~b;lttal J Date Ale foate T~-r DeJ;v,;;y Fab Day~IS;lu~@~l
Number Section DescripPon i Req'd Sub Rec'd Sub to AlE from AlE Returned SubNend; Date Allowed L::..~. i r €i27'1'2CONCRETE CURB AND GUTTER c .....1 : 02772-001 102772-1.06 IStrand&Assoclates,LLC.
01/14/03101/14103 101/14/031 01/19/031 1.~ru···l1 01114103 Mix Designs I 02772-002 1 02772 -1.06 1 I NS 1 J Manufacturer's Product Data 02772-003 I 02772·1.06 1 1 __ 1__.. 1 1 NS 1 Shop
Drawings 02784 STONE PAVERS 02784-001 102784-1.04 1 r u__ L__...."---....1--. _ 1_ I I 1 NS I 1 Samples 1 02784-002 1 02784-1.04 1 '-------'_--'-_-LI_L_.._L.:.:.::.. Manufacturer's Product
Data I 02784-003 1 02784 -1.04 I . I 1 . I NS J Shop Drawings 1 02784-02784-004 102784·1.04 1 I 1 1 NS I Contractors Review ---...-.~,.,----;-----------.--.----;-----;---;-----,----.----,---;----,--.
I 02784:00~ J 02784 -1.04 ! 1 NS 1 Test Reports 02785 GRANITE PAVERS 02785-001 I 02785-1.04 I .. =r=··luu .. I. NS I-II Samples 02785-002 I 02785·1.04 1 .~ Manufacturer's Product Data
02785-003 1 02785 -1.04 1 1 I NS I Shop Drawings I 02i8:-0~41 02785.1.04[ I ! NS 1 Contractors Review 
AP • Approved or Reviewed NR· No Response Required SUBMITTAL LISTING AN • Approved as Noted RR· Revise and Resubmit NS • Not Submitted SU • Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/15103 r Submittal Spec subcontractor /Vendor Date Date Date''I Date Due Date To noell~~~ IFab ~:i~la~u~IAiE I Req'dSub Rec'd Sub
10 AJE from AJE Date AJE Number Section Description Relurned SubNend Dale Allowed I ~m ! Rev j _Ii] NS1-j Test Report 02786 SLATE PAVING TILE 1 02786-001 1 02786·1.04 1 I I ~ n J -I
Manufacturer's Product Data 1 02786-002 I 02786 -1 ~04 I Samples ~ _____--'----..-J,--------_L _L---_J _---L-_J -'--------'I_NS j 02810 IRRIGATION SYSTEM I 02810·001 I 02610-I 1 NS 1
I 02815 FOUNTAINS I 02616-0011 02615-LGreenscapa Pump Service, Inc. I01/0~1~31 0110310a[ 011061031 01l13/oalo~10103I0/10103 103/20103169L~R LJJ 01/03103 Product Data 02815-002 1 02815·
IGeorgia Fountain Company: Inc. 01106/(Xl]01/~6~0~ I01/061031 01~~2103101l10;03101l~0103~L~~~J~ J AP 1 41 01106103 Fountain Shop Drawings 02816 DRINKING FOUNTAINS 1 -02816:0(11 I 02B16={04
I -~~ ~ ~ TINS1 Shop Drawlngs 02824 ORNAMENTAL METAL FENCE AND GATE I 02824-001 1 02824·1.04 1 I ~~~~~--I Shop drawings 1~~ 02824 I 02824-1.04 I I ~~~ 1 1'18 1 1 1 02624-002 I 02824·
1.04 1 1 1 NS 1 I Samples 02838 STONE WALL 1 02838·001 1 02838· 1 r~~ IT n~ 1 I ... , I 
AI> -Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit .., NS -Not Submitted SU • Submitted 10 AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/15/03 s';;';'ittal 'I! Spec Subcontractor I Vendor '~-~--~"---~--~I!~Da-t-e~Due Date AlE Date Tol Delive';] Fob ;a~rsla~~~'Mil
_ Number I Section Description ~__~ _ from ~-=J __Returned su~en~ i _o~~~ , A11~ _~ R~:J I 02870 SITE FURNISHINGS I I 02870'()01 I 02870·1.04 I TNSLJ u-L Shop Drawings I 03100 CONCRETE
FORMS AND ACCESSORIES i L031oo'()01J~3100.1.04 I I I u__ J I NS I~ Samples I 03100-002 I 03100·1.04 I Product Data 03200 CONCRETE REINFORCEMENT r 03200·001 I 03200·1.05 I--------~ T
--1-I ----,--iNSI_I Shop drawings ~200-0021 03200-1.05 LI_________-------L__--L__--'I NS I Certified Copy of Mill Test of reinforcing steel 03300 CAST IN PLACE CONCRETE I 03300-001 I
03300-1.04 IStrand & Associates, LLC. 01/14/03 I 01/14/oU~1/14/03-[01ti9£0:lL___..J___ ._ I su I 1 01/14/03 Mix Designs I 03300-002 I 03300·1.04 I 1.=1------rNsT_.-J Manufacture~s Product
Data 03300-003 1 03300· 1.04 I I I NS I Schedule for Execution of Concrete Work L03:lQ0.004 1 0330.0-1.04 I u_ I NS Shop Drawings of Structural Concrte items 03450 ARCHITECTURAL PRECAST
CONCRETE r ()345ij:O(J1 -I(J3450-'i.04 [ -------r-~--I _L-_~I __ I NS[~J Product Data 
AP -Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/15/03 Pa e: 5 Is~bmlttal s~c!1 SubcontractorI Vendor D~;--~I~-;;;;te-T[)~t~ ,DateDue Date-NEf"i".ieToT[)~Ii~;ry FabDays S1~iusl
Ate L!umlJer Section _ Description Req'd Sub I Rec'dSub ~ta AlE !fom AlE Returned -SubNend I Date Allowed, _.C~_. Re: 'I! J I 03450-002 I 03450~1.04J_~__ i_ _ I I NS I J Shop DraWings
0345()..003 I 03450· 1.04 I _INS I Calculations 03450-004 I 03450-1.04 I L--_-'---_..J..--_..l-I~~sJ J un Inilal Selection Samples I 03450-005 I 03450 -1.04 I __I I I NS I Verification
Samples Test Reports 04200 BRICK MASONRY 04200-001 I 04200-1.06 I .-[i [ NS ! Samples I 04200-002 04200 -1.06 ____ _ LJ ____ L Product Data 04270 GLASS UNIT MASONRY 04270-001 i 04270-1.04
Product Dala I 04270-02 I 04270-1.04 I ~'--_ .__' I I NS I Samples 04430 QUARRIED STONE ~J_J Samples 04430-002 ·c--04-43--0_-1_:05'1---------,-------:---,---,------.---,------,---'1---;I-:N"C:S--'-I-
manu1acturer's Product Dala I 04430-003 I 04430-1.0:1 ___________ .'--_--'-_---"-_--'__L-_-L-_ ,___"-_ ~LI ShOp Drawings 
AP • Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN • Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU • Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068" Addison Arts & Events District Date; 01/15/03 I~S~b;"lti;;;-r-Spec Subcontractor I Vendor Date Date Date --Date Due I Date AI~ Date To T DeliveryfFab :a::el~;a~~1-Ale
I Number Section Description Req'd Sub Rec'd Sub to AlE from AlE Returned sUl>IVe~~L_Dat,,-LAllowed _ ROVJ I 04430-004 I 04430-1.05 1_ ______ j ..I -r-I NS 1 1 u_n uU I Test Reports
1 04430-005 I 04430 -1.05 1 L __----1______-'____ ___-'--___u--'-_ __-'---N_S--'-I----" Contractors Review I 05120 STRUCTURAL STEEL I 05120-001 J 05120-1.04 1 _ 1 1 NS I Product Data
I 05120-002 ~05-12-0-1:041-NS -'--_-'--_-L----.J._---'-_--'--_---'--_--L-----lI_i~ Shop Drawings 05500 METAL FABRICATIONS 05500-001 I 05500-1.04 I __ ~ ___i Shop Drawings Product Data
05500-003 -' 05500· 1.04 1 1 NS I -l'151iOO~004Calculations --I 05500:~.04__'____________'--_ __'_ I_I INS INS I Welders Certification 05530 METAL GRATING 05530-001 I 05530-1.04 L ____L L I-Li__ L___iNS-I J Product Data 105530-002
I 05530-1.04 I I _~ L-_--'--_-'--_~IN_S j~ Shop Drawings -~ 05700 ORNAMENTAL METAL 05700-001 I 05766: 1.06 1 Product Dala 
AP " Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN· Approved as Noted RR· Revise and Resubmit ., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract:
Project: 2068 -Addison Arts & Events District Date: 01115103 Submittal I-~s~c I Subcontractor I Vendor -----I-Date --Dat~ Date IDate Duel Date AlE -Date To-D;!ive;:; IFab::~u; --NE-l
Numbar iH Section I DesCriPllonhReq'd Sub Rec'dSub to.~le i_fro~Return.d SubNend Date I Allowed R~ 05700-002 I 05700-1.06 I I --j_____~L __ L I I I I rNSL-j Shop Drawings 05700-003 1
05700-1.06IJ___ Field Measurements calculations 05700-005 I 0_5_70_0_-..,.1.0_6-,-'__________..1-.__...l 1 Verification Samples 07110 BITUMINOUS DAMPROOFING 07110-001 107110-1.04 I ::..J__
I I NS I I _I -----Product Data I 07110-002 107110-1.04 I NS I ---~: -----Certification 07135 SHEET MEMBRANE WATERPROOFING 07135-002 07135-003 Product Data I 07135-1.04 __"--__________..1.-__-'--__--
-" Samples I 07135-1.04 i_____ I Manufacturer's Review L..----'-_---'--_--'I~J___ ~__ -.J I NS 1 07135-004 1 07135-1.04 ---'-~_-' __I NS I substrate acceptability ---I 07135-005 07_13_5-:--1:::-·04-.
,---1~_:_::,____-:-:-------'----'------..1 I NS 1 __ J 1 __ Statement of Supervision 07135-006 I 07135-1.04 1 ' __--LI _______J ___rN~__ J Certification 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noled RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/15/03 Paae: 8 I--S~-b~itt;;IT-Spec SUbcontractor I Vendor 1-Date -1-Date Date Date Due Date AI~ Date To I Delivery IFab Days StaluslMl
LNumber 1_ Section Description I R"'i'd Sub _ Rec'd SUb to AlE from AI~ Roturned SUblVend I D.t~_ _ AlIOW.~._-.=c_-L!:J I -. 07900 JOINT SEALERS I 07900-001 I 07900 -1.04 I NS I Product
Data 07900-002 I 07900-1.04 1 l~ In~ial Selection Samples Test Reports 08110 STEEL DOORS AND FRAMES IOBl10-001 106110-1.051 ~-Shop Drawings 1 OBll0-002 I 08110-1.05 1 NS Product Data
I 09900 PAINTING [i9900-001 I 09900-1.014 1j L_~ -I--I NS L__J Product Data I 09900-002 I 09900-1.04 ---'---,-------1 NS 1 Inital Color Selection Samples 09900-003 1 09900-1.04 I I __-'
___---'_ 1 NS Veriliction Samples 10210 METAL WALL LOUVERS 1 12010-001 1 10210·1.04 1 j _I I _ I l 1 NS 1 Shop Drawings -------.12010-002 Ll02~(J'1 _.---::'-:-------:---:-:-:_______--'-___'--__-'--_-
--''---_---'__'---__---'__--'-__-'--_'-----' Manufacturers Uterature 
AP • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit ., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Date: 01115103 ,---------Pao e: 9 -Submittal Spec Subcontractor /Vendor Date Date Date Due] Date AlE I Date T~ -I Oellvery St.;;~·r~~ ! ,I Date FabOays Number Section Description Req'dSub
Rec'd Sub to AlE Allowed _ _-----l from Al~ Returned SubNend Date Project: 2068 -Addison Arts & Events District 15010 GENERAL REQUIREMENTS FOR MECHANICAL I 15010·001 115010-1,5 I I 1
J u_-....J_~ ~I _---.L_I NSuL J Product Data I 15010-002 I 15010-1,5 I 1 NS 1 _j Manufacture~s Specifications 1 15010-003 115010-1,5 1 I 1_ I _ I _ I I NS I Manufacrure(s Specifications
16010 GENERAL REQUIREMENTS FOR ELECTRICAL WORK 16010-001 I 16U1U-1.OO I -----~---.---c----~--~----~--~=_._~ 16010-002 16010-003 Service Entrance EQUIPment Panel Boards I 16010-1.06 I
__ ~ I NS J__ I I Raceways 16010-004 I 16010·1,06 I _1 1 _ I NS I ~~0-005 Wiring 16010-:~---L:--:-_________..l_ I NS I Wiling Devices _-----c----~ I 16010·006 16010-1,06 L ___________-'-___
_ -----'__I Disconnect Switches I 16010-007 I 16010-1,06 I L ------L----11 CamloCKs 16010·008 I 16010·1,06 IL_~ Lighting Controls I 16010·009 I 16010·1.06 I I --~ Fuses ___1..__ I L_
I~.-l I NS 1 .L.-----LINS I 
----AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01115/03 _ __ ________._ ._ Page: 1J1.__ Submittal Spec Subcontractor/Vendor I Date Date Date I DateD"e! DateAIE Date To Delivery
IFab Days IStatus I' AlE 1 Number Section Description __~_Req'd Sub _Rec'd Sub to~ from AlE ! Returned SubNend Date' Altowed I 1 R:J 18010-010 1B010-1.06.-l_~ Ild I I INS 1-_I Transformers
L16010-011 I 16010-1.06 I I I I NS ! Terminal Blocks 16010-012 I 16010-1.06 I I L....-.---,---,-I __1__ _ N~LI .1....-------1 Cabinets 16010-013 I 16010-1.06 I I NS I Lighting FiXtures
16010-014 ! 16010-1.0B I 1___ 1_ L_I I NS I Boxes 
Steve Chutchian To: Jim Duffy Subject: RE: Fountain Vault Drain Jim -I believe the contractor needs your direction to proceed forward with the construction of the drain into the sanitary
system, in accordance with the plans and specifications. Regarding the elimination of the drain entirely, the Town would need a response from the Engineer stating that the drain is not
a necessary component around the fountain. We look forward to hearing from you and/or the Engineer. Thanks. Steve Chutchian -~---Original MeBsage~----From: Jim Duffy [mailto:jfdgroup@flash.netJ
Sent: Friday, January 10, 2003 10:00 AM To: schutchian@ci.addison.tx.us Cc: mmurphy@ci.addison.tx.us; jpierce@ci.addison.tx.us; Ijalbert@ci.addison.tx.us; dwilde@ci.addison.tx.u5; Les
Folse; Carmen Moran Subject: Re: Fountain Vault Drain Steve, I talked Wednesday to the contractor, Luke and Les Folse on this issue. There are provisions in the international plumbing
code to accommodate combining storm and sanitary systems. Therefore, it may be there is not necessarily a violation of the plumbing code. Clearly, the Town would prefer not to place
ground water in the sanitary system. The design engineers had not intended to use a french drain at the fountain vault because the soil borings indicated no evidence of groundwater and
any groundwater which developed would most likely migrate to a lower pOint in the limestone formation, which is further to the south, according to those borings. Jim Pierce asked for
the engineers to do a flotation analysis on the vault, which was done. The calculations determined that, in a fully saturated situation (groundwater up to the top of the vault), it would
move. In that situation, the upward force is 400k lbs., vs. 300k 1bs. weight of the vault. To cover that unlikely circumstance, we had two apparent choices. First was to thicken the
slab to add weight to the structure. It was calculated the slab would have to be 2.5 feet thick. The other option was a french drain to collect any water which might appear. Placing
a french drain at the bottom of the wall put it well below the flow line of the available storm drain. The other option was to place the drain line about half way up the wall. Because
of the cost of increasing the slab versus the cost of providing the french drain, it was decided to utilize the french drain system half way up the wall. I believe both you and Jim Pierce
were involved in that decision. Then came the dilemma about where to take any water which might enter the drain line. We have a slight uphill run to the storm to the west, 617.67 to
617.75. We could create a foot of fall to the sanitary to the east, 617.67 to 616.67. The other complication with taking the line west 1 
is the fountain structure itself. With the bottom of the footings below the flow line to the storm, if we go in that direction we are forced to take the line under the fountain structure
and through footings or walls below grade. There seemed to be no economical way to avoid that conflict. While everyone preferred to use the storm sewer to dispose of any groundwater
from the french drain, avoiding infiltration into the sanitary, it was decided the only practical solution was to take it to the more accessible sanitary line. The discussion at the
time was that the potential infiltration from this source was insignificant. I believe you and Jim were also involved in that discussion. I want to emphasize that this was not a decision
made exclusively by the design engineers. This was a feature added to the project at the initiation of Jim Pierce. Public Works personnel were consulted and involved all the way through
the design process. It is my recollection that Public Works agreed to the final solution. In my opinion, the contractor has his direction and written authorization to proceed. He has
a set of plans and specifications calling for the connection to sanitary. He has a contract approved by the City Council and signed by the City Manager obligating him to build according
to those plans and specifications. They need no further direction from me. As to revisions in the design, I recommend a simple change. We can eliminate the french drain completely and
avoid the problem. In my opinion, we are installing something to protect against an unlikely event. The Town could save the cost of installation and eliminate the cost of potentially
processing any infiltrated groundwater. If the Townfs desires a change, I need direction as to how to proceed. On Thursday, January 9, 2003, at 10:04 AM, schutchian@ci.addison.tx.us
wrote: > Jim -the contractor approached Luke Jalbert on Wednesday, the 8th. of > January, regarding the proposed french drain that flows from the > Fountain > Vault. He stated that he
was not comfortable comfortable with installing it > according > to plans because it violates Town Ordinance and Plumbing Code > requirements. > The Contractor's statement is upheld
in Section 1101.3 of the Plumbing > Code > and Section 82-169 of the Town'S Code of Ordinances. > > During final design review of the project, Jim Pierce stated opposition > to > placing
stormwater from the vicinity of the Fountain Vault into the > nearby > sanitary sewer system. At that time, our staff studied an alternative > that > would direct the stormwater in the
drain to flow under the fountain and > into > a stor.m sewer manhole. According to proposed plan elevations, it > appeared > that this alternative would drain properly. There would have
been a > moderate increase in the number of feet of drain to be constructed~ > However, the Consulting Engineer did not want to run the drain'under the > fountain. Consequently, the
plans were completed with the drain flowing > into the sanitary sewer line~ > 2 
> At this point, it is suggested that you talk with the contractor and/or > Engineer and reach a viable disposition of the matter. It may require a > letter from you stating that the
Town waives the ordinance > requirements. In > addition, the letter may also need City Manager and/or Council > approval. If > a re-design is involved, please forward the revisions to
Dave Wilde and > to > our staff for record purposes. If you have any questions, please let me > know. Thanks. > > > steve Chutchian > > Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001
972.241.2816 972.406.1146 fax 972.998.5078 cell 3 
Steve Chutchian To: Jim Duffy Subject: RE: Lighting levels on Addison Circle Drive and Festival Way Jim -Slade will give the following information to Carmen this morning at their staff
meeting: Recommended illumdnation in ft.-candles: Street 1.0 max; 0.5 min. Pedestrian 1.0 max; 0.5 min. David Meyers, with Huitt-Zollars stated that previous design levels around Addison
Circle were at the 1.0 ft.-candle level. If you have any questions, please let me know. Thanks. Steve C. -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netj Sent: Friday,
January 10, 2003 10:07 AM To: Steve Chutchian Cc: Carmen Moran Subject: Lighting levels on Addison Circle Drive and Festival Way Steve, Carmen talked to me this morning concerning the
question of roadway lighting levels on Addison Circle Drive and Festival Way. We made at least the decision to add lighting on the south side of Festival Way because it is not currently
included. When I talked with the architect to get their input, they requested direction about what level of roadway lighting the Town wants to have on those two streets. Once we have
a desired light level, they will have their lighting consultant evaluate the current lighting against those standards and develop a design change for Festival Way and any needed changes
for Addison Circle Drive. Please let me know as soon as possible what level of lighting the Town wants to achieve. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146
fax 972.998.5078 cell 1 
Addison Arts and Events District BID NO 02-47 DUE: November 5, 2002 2:00 PM --------'E.. 'tI I: Bid BIDDER SIGNED Bond a1 a2 a3 <_~_: I2II Rebcon Inc. y y y v v 6,684,000.00 American
Civl Contructors y y y y y 6,647,580.00 Abstract Construction Co y y y y y 5,088,755.00 Ratcliff Constructors LP y Y Y Y Y 5,266,000.00 Tri Dal Ltd y y y y y 5,948,000.00 Joe Funk y
y y y y 5,493,000.00 AUt y Y Y Y Y 5,713,000.00 Adolfson & Peterson y y y y y 6,347,000.00 Hisaw & Assts y y y y y 5,369,000.00 Cadence McShane y y y y y 5,450,000.00 WBKibler Construction
Co y y y y y 5,716,805.00 ----.. .. 'tI", I: !C. 'tI 2 2I: »III B~CI _ CI ~.m m loo "" TotaIIA+B) _..... 270 810,000.00 7,694,000.00 270 810,000.00 7,657,580.00 273 10,000.00 5,098,755.00
270 810,000.00 6.076,000.00 300 900,000.00 6,646,000.00 270 810,000.00 6,303,000.00 257 771,000.00 6,484,000.00 280 0.00 6,347,000.00 285 855,000.00 6,244,000.00 230 690,000.00 6,140,000.00
210 630,000.00 6,348,805.00 L-...... 7rJJM! bu.h Minok suh1 Purchasing Coordinator e~h+" Corey Gayden, Witness 
Steve Chutchian To: Cannen Moran Subject: RE: Lighting levels on Addison Circle Drive and Festival Way I believe we are meeting at 1:30 today. Steve C. -----Original Message----From:
Carmen Moran Sent: Friday, January 10, 2003 5:36 PM To: Steve Chutchian Subject: FVI: Lighting levels on Addison Circle Drive and Festival Way Steve, I want to be sure we have covered
our bases on this. Can you let us know as soon as you show the plan to Huitt-Zollars? CM -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.net] Sent: Friday, January 10,
2003 10:07 AM To: Steve Chutchian Cc: Carmen Moran Subject: Lighting levels on Addison Circle Drive and Festival Way Steve, Carmen talked to me this morning concerning the question of
roadway lighting levels on Addison Circle Drive and Festival Way. We made at least the decision to add lighting on the south side of Festival Way because it is not currently included.
When I talked with the architect to get their input, they requested direction about what level of roadway lighting the Town wants to have on those two streets. Once we have a desired
light level, they will have their lighting consultant evaluate the current lighting against those standards and develop a design change for Festival Way and any needed changes for Addison
Circle Drive. Please let me know as soon as possible what level of lighting the Town wants to achieve. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972 .241.2816 972.406.1146 fax 972.998.5078
cell 
Steve Chutchian To: jfdgroup@f1ash.net Cc: Michael Murphy; Jim Pierce; Luke Jalbert; Dave Wilde Subject: Fountain Vault Drain Jim -the contractor approached Luke Jalbert on Wednesday,
the 8th. of January, regarding the proposed french drain Ihat flows from the Fountain Vault. He stated that he was not comfortable with installing it according to plans because it violates
Town Ordinance and Plumbing Code requirements. The Contractors statement is upheld in Section 1101.3 of the Plumbing Code and Section 82-169 of the Town's Code of Ordinances. During
final design review of the project, Jim Pierce stated opposition to placing stormwater from the vicinity of the Fountain Vault inlo the nearby sanitary sewer system. At that time, our
staff studied an altemative that would direct the stormwater in the drain to flow under the fountain and into a storm sewer manhole. According to proposed plan elevations, it appeared
that this altemative would drain properly. There would have been a moderate increase in the number of feet of drain to be constructed. However, the Consulting Engineer did not want to
run the drain under the fountain. Consequently, the plans were completed with the drain flowing into the sanitary sewer line. At this point, it is suggested that you talk with the contractor
and/or Engineer and reach a viable disposition of the matter. II may require a letter from you stating that the Town waives the ordinance requirements. In addition, the letter may also
need City Manager and/or Council approval. If a re-design is involved, please forward the revisions to Dave Wilde and to our staff for record purposes. if you have any questions, please
let me know. Thanks. Steve Chutchian 1 
CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL 11111.1 Scope. The provisions of this chapter shall govern the materials, design, construction and installation ofstann drainage. 1101.2
Where required. All roofs, paved areas. yards. courts and courtyards shall drain into a separate storm sewer system, or a combined sewer system. or to an approved place of disposal.
Forone-and two-family dwellings, and where approved, stonn water is permitted to discharge onto flat areas, such as streets or lawns, provided that the storm water flows away from the
building. 1101.3Prohibited drainage. Stann water shall not be drained into Sewers intended for sewage only. 1101.4Tests. Theconductors and the building storm drain shall be tested in
accordance with Section 312. 1101.5 Continuous flow. The size of a drainage pipe shall not be reduced in the direction offlow. 1101.6 Fittingsand connections. All connections and changes
in direction of the stonn drainage system shall be made with approved drainage-type fittings in accordance with Table 706.3. The fittings shall not obstruct or retard flow in the system.
1101.7 Roofdesign. Roofs shall be designed for the maximum possible depth of water that will pond thereon as detennined by the relative levels of roof deck and overflow weirs, scuppers,
edges or serviceable drains in combination with the deflected structural elements. In determining the maximum possible depth of water, all primary roof drainage means shall be assumed
to be blocked. 1101.8 Cleanouts required. Cleanouts shall be installed in the storm drainage system and shall comply with the provisions of this code for sanitary drainage pipe clean
outs. 1101.9 Backwater valves. Backwater valves installed in a storm drainage system shall confonn to Section 715. SECTION 1102 MATERIALS 1102.1 General. The materials and methods utilized
for the construction and installation of storm drainage systems shall comply with this section and the applicable provisions of Chapter 7. 1102.2 Inside storm drainage conductors. Inside
stann drainage conductors installed above ground shall conform to one of the standards listed in Table 702.1. 2000 INTERNATIONAL PLUMBING CODE® 1102.3 Underground building storm drain
pipe. Under· ground building storm drain pipe shall confonn to one of the standards listed in Table 702.2. 1102.4 Buildingstorm sewer pipe. Building storm sewer pipe shall confonn to
one of the standards listed in Table lIOZ.4. TABLE 1102.4 BUILDING STORM SEWER PIPE MATERIAL STANDARD •Acrylonitrile butadiene styrene ASTM D 2661; ASTM D (ABS) plastic pipe 2751;ASTMF628
Asbestos-cement pipe ASTMC428 Cast-iron pipe ASTM A 74; ASTM A 888; ClSPI301 ASTM C 14; ASTM C 76; CSA A257.1; CSA CAN/CSA A257.2 ; Concrete pipe Copper or copper·alloy tubing ASTM B
75; ASTM B 88; (Type K, L, M or DWV) ASTM B 251; ASTM B 306 Polyvinyl chloride (PVC) ; ASTM D 2665; ASTM D plastic pipe (Type DWV. 3034; ASTM F 891; SDR26, SDR35, SDR41, CSA-B 182.2;
CSA PS50 or PS I 00) ! CAN/CSA·BI82.4 Vitrified clay pipe Stainless steel drainage systems, Type 316L ASTM C 4; 4; ASTM C 700 ASMEIANSI AIIZ.3.1 i I 1102.5 Subsoil drain pipe. Subsoil
drains shall be openjointed, horizontally split or perforated pipe confonning to one of the standards listed in Table 1102.5. TABLE 1102.5 SUBSOIL DRAIN PIPE MATERIAL STANDARD ; Asbestos~cement
pipe ASTM C 508 ! Cast-iron pipe ASTM A 74; ASTM A 888; ClSPI301 : Polyethylene (PE) plastic pipe ASTM F 405 Polyvinyl chloride (PVC) i ASTM D 2729; ASTM F 891; plastic pipe (type sewer
pipe.: CSA-BI82.2; CSA PS25, PS50 or PSlOO) CAN/CSA-B 182.4 Vitrified clay pipe ASTM C 4; ASTM C 700 Stainless steel drainage ASMEIANSI A112.3.1 systems. Type 316L 11112.6 Roof drains.
Roof drains shall conform to ASME A1l2.21.2 or ASME Al1Z.3.1. I 1102.7 Fittings. Pipe fittings shall be approved forinstallation with the piping material installed, and shall conform
to the respective pipe standards or one ofthe standards listed in Table 1102.7. The fittings shall not have ledges, shoulders or reduc~ tions capable of retarding or obstructing flow
in the piping. Threaded drainage pipe fittings shall be of the recessed drain· age type. 77 I 
1 1 2 3 1 1 OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Meeting No.: 01 Page No.: 1 Project: G02068E -Addison Arts & Events District Item No. Description Status Opened Due Action Required
By Closed 01 • Field Progress Report Open 01/06103 Abstract Construction 1) Earthwork in progress. 2) Utility work started January 2. Domestic water outside of properly line. 3) Demolition
of the two structures are completed. 03 • Schedule Open 01106103 Abstract Construction Schedule is completed and attached for review. 06 • Cost Issues ~~--------------------------~----~------Open
01106103 Abstract Construction Excavate and place in an appropriate container 7 Oak trees and transport to the Addison lift station. Open 01106/03 Abstract Construction Bulletin #1 Open
01106103 Abstract Construction Exploratory excavation of propoane tank on the South side of the properly and septic lank on the North side of the properly. !\7 • RFl's and Architect's
Supplementallnstruction~~_~..______~___ Open 01106103 RFIlog is attached for review. 08 -Submittals Open 01106103 Submillal Log attached for review. 10 • Safety -~-~-----.~-.-~.. ---~-~~
~~----~~.....--.~~ Open 01106103 11 • Payment Requests Open 01106103 December draw has been submitted. 12 -Miscellaneous Issues ~~-------~---------..-~..-~.----Open 01106103 1 1 
:1 Mobillzmion "Sot Trailer .• Sot Portable Toilets ~Install Security Fence ...... 'r;;:" in'iaii SlItF;'ce ·.mm III!! .. : aF·m: Start dale 020EC02 -00!!i'!I Early bar 'Ifni.h dato
04SEP03 IIIIIIIIIII Progress bar Oat.date 06JAN03 Abstract Construction Company IIIlIIIIIIIIICriticaibar Runda" 07JAN03 Addison Arts & Events District --Summarybar ~number 1A • Start
milestone poInt ® PrimaY$ra Systems Inc. • Finish milestone point '--. 
} ~ IlliBlll Early bar milestone ';'F iStor~ Sewer [1:&1................... ..E~::;.SF=~ , ~ . 'Yard Hydrants ~I!Il!I!lIJ!IeO¥1!ljExi>osed Aggregate walks ...J. , •• . , Ornamental fencing
. . \Landscap!ng .~ Trees, Pl:ants and ~round Co~r ~~ ==::::::::mm::.::::.~;..J UnL~ddesrgcraopu!nndg ,E~J eLcatrwJcnasf & ,Grasses...'.....:~~~~.~I.~:~..........."""...1. . ... c. .
....• ,~ ~ ~JII!lIJ!Im!!m!!Iimm!!lI!!lml!!!llllonnking Fountains t:~ImIl!!l~...~limillllllll!l!iml!lllllilllmilillll!llllll!l!i!liIIllIIiillll!liIIliIIl!lIII~. Fountain equipment Fountain
Vault Wor~ Concrete ; "ii ··. r"". ~ " SlcneWa.il I ; .. ' EI~c;' . .." : Md&' _ Progress bar Abstract Construction Company R.IIi CriticaJ bar Addison Arts & Events District .._,.,.-Summary
bar .. Start milestone point 
;.,. .}.. ,;.. ,.. J. ,,,.. ;. ':' .. .; .. . ..;. .'. . ~ . I ' 1Slate, ~tone and granite pavers C;., . :Landsc,ape Iii!i!iil!J Early bar I11III Progress bar Abstract Construction Company
IIIII!IlIiII CriUcai b.. Addison Arts & Events District .......... Summarybar .',. ~~_I~I.iII ...,.:>r I..... .. Start milestone point , © Primavera Stems. Inc, <$___~,!ish milestone
point 
rlnlsn UCl\tJ v<t;;)cr-voJ Data dale 06JAN03 Run dale 07 JAN03 Paae number 2A @Primavera Systems Inc. I!!iimI Early bar _ Progress bar Abstract Construction Company I!!iimICriticaibar
Addison Arts & Events District ......-Summary bar $> Start milestone point ¢ Fin!sh milestone 
"~e .# "\C1onicrIete' :S u~e.q i . m Brick Pavers Curb & Gutter t::::::~i!IIi!i!IIi!~iIi'!!iIi'!!~~::;'~c~o:n~c~r·tle~F;O;u~n;d.;ti~Oliln.ii!i!i'iIiI~ Concrete Columns Structural Steel
1,=e : :_.:_ J IimlmiI Early bar _ Progress bar Abstract Construction Company III!!!l!I Critical ber Addison Arts & Events District ......_.. Summary bar r 6 numOef '::0 • Start mllestone
polnt @~PrimaveraS stems, Inc. .. 
Substantial ,> . .,.;. lil!l!mIl Early bar _ Progress bar Abstract Construction Company I!IIIR Critical bar ,",un u"'" U,",,"UO Addison Arts & Events District .-........ Summary bar
Page number 2C <$> Start milestone poInl @PrimaveraSystems.lnc. .. .~ 
STATUS RFI LISTING .., A • AWAITING RESPONSE R • RESPONSE RECEIVED Abstract Project: 2068 -Addison Arts & Events District Date: 116103 Page No: 1 II· ·RFI~ origlnat~· . ,---------R-F-I-SU-b-je-ct----
---' o;;;s~n~Date Dat~ IStat~~ I Da~ Reference Spec Sec, Contractor I Vendor Sent To Due Returned u I i Late II Remarks ! I.: . . I JFDGroup --" -----~ L. 1 IGal Har Request for CAD
disk for Site Utilities . ___..u IJ:~~~~~r12117/02-1 12118102 1u-~T-1 I 605 02 strand & AssOCiates, IExposed Aggregate 112118102 I 12120102 I I A 1_ 1~1 LLG. 03000 ,JFD Group IBituminous
Pavers I 01106103.1 01106103 1 A 1_01 JFD Group t=L._.. i IConcrete Sealer ..__.u---i·01106103 I 01106103 A JFD Group t~;100J I~ I 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU • Submitted to AlE &1 BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/06/03 I Pa e: 1 ~....,~ ,-,~-~.~. I -I""'001 "... _'0 ,,-'m_ '",001M'J' Number Section Description Req'd Sub ,Rec'd .~. to AlE~
from AlE j Returned SubNend Date. Allowed .__1ReV u' • u ....'-'---1 [I.11 I ___~-1-INS~I! I 02375 DRILLED CONCRETE PIER I I 02375-001 I 02375· 1.04 I I I NS I I u Concrete Design Mix
02375-002 I _02_3_75_-_1,_04-,-I_~__~__~__---'-_~-L I_.. _1-_._ Record Drawings of Dnlled Shaft Foundation Work 02736 STONE DUST SURFACING 02736-001 [02736-1.04 Samples 02735-002 I 02736-1,O<!j______
____, I NS I Product Data 02750 PORTLAND CEMENT CONCRETE PAVING I 02750-001 I 02750·1.06 I I I 1__ :1 _uuJ "ud..-l__ J I NS I ::::J Design Concrete Mixture 02752 EXPOSED AGGREGATE CONCRETE
PAVEMENT Two Aggregate Types 02752·001 I 02752 ·1.07 I Two Aggregate Types 02752·002 I 02752-1.071_J-=-J=---_ J I I NS I Product Data Shop Drawing J I NS. U 
AP -Approved or Reviewed NR -No Response Required SUBMITIAlliSTING AN -Approved as Noted RR -Revise and Resubmit ., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract Project:
2068 -Addison Arts & Events District Date: 01/06/03Pace: 2 .. Submittal Spec Subcontractor/Vendor I D';;~ Date D~t.·lDa"'Due I Dat~-1vE -D~i.To I-Delivery FabDaYSStalusl AlE-I \ ~u"'ller__
section_I Description I 02772 CONCRETE CURB AND GUTTER L~eq'd Sub Rec'd Sub .. 10 AlE . from AlTeturned SUbNend_Dale__AliowedJ=J Rev I 02772-001 I 02772-1,06 I i _ _I NS-I ! Performed
Joint Filler I 02772-002 I 02772· 1,06 I ___ L ___L-__'--___-"-__-'--_--'_--'_---l Manufacturer's Product Data 0277~:0~. 02772-__--'-___________________-'--____-'-____---'--____-'-____-"---____-'--__
__-'--__--'____--'-__-'-----' Shop Drawings 02784 STONE PAVERS i-Samples Manufacture~s Product Data -I~s] Shop Drawings L02784-004 I 02784·1,04 I ____~___l I NS I Contractors Review
I 02~84-00~~84__ 1,04 I I. .1 I__~-.-J Test Reports 02785 GRANITE PAVERS 102785-102785-001 102785-1,04 , __________________---'___---' LI .__I-=-J_ iNST I Samples I 02785-002 02785-1,04
'--------ll L_-----L_ NS I Manufacturer's Product Data 02785-003 I 02785-1,04 I. Shop Drawings 1 02785-.?04 1 02785-~,04 I .1 1 NS 1 Contractors Review I 
AP • Approved Or Reviewed NR -No Response Required SUBMITTAL LISTING AlII -Approved as Noted RR· Revise and Resubmit .., NS • Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/06103 ,...------[ -----Paae: 3 Submittal I Spec Subcontractor I Vendor D~ieIDate-D~t'--TDat. Due D';;AiE--Oai. To Delivery iFab
Days Statu'rEI Number i, Section Description Req'd Sub I Rec'd Sub to AlE _~m AlE Returned SubN~ 'I' __~ Allowed Rev I 02785-005 I 02785-1.04 I -=----.J 1 1 1 1 1_ J 1 NS I I Test Report
02786 SLATE PAVING TILE 02786-001 I 02786-1.04 I I NSI Manufacturefs Product Data 02786-002 102786-1.04 1__________ Samples 02810 IRRIGATION SYSTEM f 0281O:OOfl02810=-] .-I r ---'--~;;-rl 02815 FOUNTAINS 02815-001__ L?:2815-_ .I Greenscape
Pump SeNlce, Inc. __..1-_--'-1 __66_ _ Isul~ 01103103 Product Data -----.----::~:-:::-:---;-:-~-.----;----,------:----,----;---.--:-. 02815-002 I 02815-IGreenscape Pump SeNlce, Inc.~/~6J~3L01/06/03
101/061031 01/121031 ISU I~ I~ 01/06/03 Fountain Shop Drawings 02816 DRINKING FOUNTAINS 1 I I___1___ J NsLII 02816-001 1 02816-1.04 1 _ _ Shop Drawings I 02824 ORNAMENTAL METAL FENCE
AND GATE 1 02824-001 1 02824-1.04 1 __ 1 __ _ __ 1 I NS I Shop drawings 02824 102824-1.04' ---I----L::.l .. __ , ~Lj 02824-002 I 02824-1.04 1 1 I , I_ JNsT Samples 02838 STONE WALL L
()283B:001 J 02838--1 I l---=~===== ,----=-==,=1=NS===,'== 
AP • Approved or Reviewed NR· No Response Required SUBMITTAL LISTING AN • Approved as Noted RR • Revise and Resubmit .., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01106103 ~~~~~~~ Submittal Spec Subconlractor I Vendor Dale Date 1Date Number Section Description Req'd Sub Rec'dSub 10 AlE . ! L
02870 SITE FURNISHINGS 02870.(j01 1 02870-1.04 1 ...__ I Shop Drawings 03100 CONCRETE FORMS AND ACCESSORIES TNS'-I-! i i---;;03;;C;1-;;C;00C-;.0:-;C:01] 0310.0..-__1__._o__4 _L..____
_________________L _ Samples 1 03100..()02 1 03100·1.04 I L Product Data 03200 CONCRETE REINFORCEMENT 1 03200-001 I 03200 -1.05 nul I NS 1 Shop drawings 03200·002 I 03200-1.05 l _____-'---------L_
11 1 NsL Certified Copy of Mill Test of reinforcing steel 03300 CAST IN PLACE CONCRETE 03300-001 I 03300· 1.04 L Samples 03300-0021 03300-1.04 1 Manufacturer's Product Data J L nl I
NS I Schedule tor Execution of Concrete Work 03300-0041 03300-1.04 I Shop Drawings of Structural Concrte Items I 03450 ARCHITECTURAL PRECAST CONCRETE 03450-00fT!f34S0:1.04 I ..... I
I I NS Product Data 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU • Submitted to AlE ." BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District I~S~b~ital~~~-spe~~ ~ Subcontractor I Vendor ~-~, D.t~~~~I~~D.t.~~lo;;;~ L~ Numbcr Section Description Roq'dSub Roc'd Sub I to AlE I 03450:002
03450-1,04 I Shop Drawings 03450-003 I 03450-1.04 I ~________---J'--__'--__'--_--'-__-'-__-'--__'--_~ '---~u~' NSJ Calculations I 03450-004 I 03450-1.04 I I NS I Inital Selection Samples
I Date: 01106103 11LJ uJ L__ N~S--,----, Verification Samples L03450-006 [03450-1.04 I I ~ u_~J u~ i I I NS lu~ Test Reports 04200 BRICK MASONRY [04200-001 I 04200-1.06 I u~ __u~ I I
____I n_~ u __uu.I~~uu_l_~t-ll)1 , 04200-002 Samples I 04200-1.06 I II u_~~_~~I u __ 1 Product Data I 04270 GLASS UNIT MASONRY I [04270-001 I 04270-1.04 I I NS [ u 1 Product Data 04270-02
I 04270-1.04 I J__u ~L-_ Samples 04430 QUARRIED STONE [!'J4.43ij:Q01 I 04430; 1.05] _u~_u~ =ru~-l I NS I~ I 04430-002 Samples I 04430-1 ~05 I ~__J I ~ I NS I manufacturets Product Data
04430::-003-Lri443o:ui5l n I j I NS i Shop Drawings 
III' -Approved or Reviewed NR -No Response Requimd SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit ., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068· Addison Arts & Events District Date: 01/06103 P~ne~ 6 Submittal Spec Subcontractor I Vendor Date ... Date i Date fo.rte Due 1--D~;;;1ve Date To Delivery 1 Fab Days IStatus
AlE Number Seotlon DeSCription Req'dSub ReC'd_~~b 1 to AlE Ifrom AlE R6Iurned SublVend Date Allowed i Rev I 04430-004 r 04430-1.05 J 1]"'--1 ...__ 1 1NS 1 Test Reports 04430-005 1 04430-1,05
I J 1 NS i Contractors Review 05120 STRUCTURAL STEEL 105120-001 I 05120-1,04 I I NS I Product Data 1 05120-002 05120-1,04 I -"------,L 1 NS 1 Shop Drawings 05500 METAL FABRICATIONS P5500-001
I 05500-1.04 I 1-I NS 1 05500-002 Shop Drawings I 05500-1.04 1 L .. L.. LNSU 05500-003 Product Data I 05500-1.04 Calculations . I 1_ ----'__L I NS I J Welders Certification I 05530 METAL
GRATING I L05530-001 I 05530-1.04 I I .____ I NS I J Product Dala 05530-002 I 05530-1,04 I I .. _-'-_ 1 NS I Shop Drawings I 05700 ORNAMENTAL METAL [05700-001 I 05700-1.06 [ I _I I NS
I ] u ____ un u ___ Product Data 
AI' • Approved or Reviewed NR • No Response Required SUBMITTAL LISTING AN • Approved as Noted RR· Revise and Resubmit ., NS • Not Submitted SU • Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01/06103 , Paae: 7 I Submltt;i~ Spec Subcontractor I Vendor Dat,• Date Date Date Due CateME Date To Delivery Fab DaynStatus ME Number
Section Description Req'd Sub Rec'dSub toME from ME Rotumed SubNond Date Allowed, Rev m' u.m J 05700·002 LO~700. 1.06 1 ~" r , ..~'~ u. J u u 1 NS 1 Shop Drawings 1 05700·003 1 05700·
1.06 I 1 NS 1 Field Measurements I 05700-004 1 05700-1.06 I 1 NS I calculations Verification Samples 07110 BITUMINOUS DAMPROOFING I O~l~()'llOl 1 0711~:1:04J "~~~'-,-,~~-~_-~~~-~..-.-,----'
i _________L "------'-_--'I_NS [J __ L ______ _ Product Data 1 07110-002 1071_10_,..,.1._04-::-'-1-::-________ J_----'_ ..I NS II Certification I 07135 SHEET MEMBRANE WATERPROOFING I
07135-001 1 07135·1.04 J I I NS 1 Product Data 07135-002 1 07135-1.04 1 Samples I ~~" 07135-003 -----~.. Manufacturefs Review 07135-004 L_ml NS II I 07135-005 substrate acceptability
I 07135·1.04II. I NS I I 07135-006 Statement of Supervision I071_35_.c:-1.0_4~1'---_________'___-'--__'---_ _'__ ___l____'___ ____1 I I NS 1 Certification 
Ai' -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit .., NS -Not Submitted SU -Submitted to AlE BY SPEC SECTION Abstract
Project: 2068 -Addison Arts & Events District Date: 01106103 Pa e: 8 Submittal Spec Subcontractor I Vendor T:e~~~ub 1:~~t~Ub t~a~ Date Due Ollie Ne ·ID~t~T;;-I· D.-IIve-ry-'-Fa-b-DJ:a"ys~lstat;;1I\JE
~ Number Section Description from AlE Returned 1SubNend Date i Allowed I --I Rev . ==~!======~~==== 07900 JOINT SEALERS 07900-001 I 07900-1.04 I . I I . L i NS I Product Data 07900-002
I 07900-1.04 I I NS I __ . Initial Selection Samples Test Reports 08110 STEEL DOORS AND FRAMES 08110-001 I 06110-1.05 Shop Drawings I 08110-002 I 08110-1.05 I uL__J _--'-__--'--_----'__
NSL Product Data 609900 PAINTING 09900-001 I 09900-1.04 I J I.. I NS , Product Dala I 09900-002 109900-1.04 1 J L ..--.-l '----_-'--_..L..-_-"--_'_NS.....lI--.J Inital Color Selection
Samples I 09900-003 I 09900-1.04 I 1_. . ! Verifiction Samples 10210 METAL WALL LOUVERS 12010-001 11021Q:1:64 1-··· .. II I NS I..~ I 12010-002 Shop Drawings 1 10210-1.04 I I NS 1 Manufacturer's
Literature 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE &1 BY SPEC SECTION Abstract Project:
2068· Addison Arts & Events District Date: 01/06/03 Paae: 9 Submittal Spec Number Section Subcontractor I Vendor Description I Date I Oato I Req'dSub Roc'd Sub Date toNE Date Due fromNE
OatoNE i OateTo Returned I SubNend OOllvery IFab Days ISlalu. Pate Allowed! NE Rev ------------------I 15010 GENERAL REQUIREMENTS FOR MECHANICAL [ 15010-001 1 15010-1.5 I I I 1 NS I
Product Data 15010-002 I 15010-1.5 I L...---L_ unlmu ... 1NS I Manufacture(s Specifications 15010-003 I 15010-1.5 I J ...... I I NS II Manufacture(s Specifications 16010 GENERAL REQUIREMENTS
FOR ELECTRICAL WORK 16010-001 I 16010-1.06 NS Service Entrance Equipment 16010-002 116010-1.06 I .. I L..._--'-__-'--I NS i Panel Boards I 16010-003 116010-1.06 I L_--'--_-'------'__
L~ Raceways LNS.~-,-I---' Wiring Devices 1m 16010-006 I 16010-1.06 .'___um______Lm__..L...__-'-__.l__'--_J I NS I I Disconnect SWitches 16010-007 I 16010-1.06L:_____ INS I~ Cam locks
I 16010-008 I 16010-1.06 J im I ...... Ughtlng Controls iul6010-009 iI601'.:.0-~1=.06:...L1________..L.._--1__...J...-_---L_---'__...l....-_--1 I NS Fuses 
AP -Approved or Reviewed NR -No Response Required SUBMITTAL LISTING AN -Approved as Noted RR -Revise and Resubmit NS -Not Submitted SU -Submitted to AlE ." BY SPEC SECTION Abstract Project:
2068· Addison Arts & Events District Date: 01/06103 Paae: 1(t,-------------Submittal Spec Subcontractor I Vendor Number Section Description ~~~--Datil Req'd Sub DaIlI Date AlE Date To
Rec'dSub Date IDate Due to AlE Ifrom AlE Returned SubNend Delivery Date Fab Days Status AlE Allowed Rev L16010-010 I 16010-1.06 I r INS ! Transfonmers Tenminal Blocks 16010-012 16010-1.06
I L I _"---_L_________ .1 NS I Cabinets 16010-013 [16010-1.06 I INS I J lighting Fixtures 16010-014 I 16010-1.06 I 11 I NS I BoXllS 
Steve Chutchian From: Jim Duffy [jfdgroup@flash.netl Sent: Sunday, January 05, 2003 3:13 PM To: Tom Dohearty Cc: Carmen Moran; Slade Strickland; Steve Chutchian Subject: 95% Project
Manual review 95% Pavilion spec review.doc wage rates.doc Tom, Attached is my review of the 95% attached the section on Projec Prevailing Wage Rates t Manual docume for your nt. I use.
I have also will be discussing the contract and related documents with the Town and the City Attorney this coming week and will get those to you ASAP. Let us know if you have questions
or comments. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2616 972.406.1146 faR 972.998.5078 mobile 1 
PREVAILING WAGE RATES GENERAL DECISION TXOI0045 03/02/2001 TX45 Date: March 2,2001 General Decision Number TX01OO45 Superseded General Decision No. TXOOOO45 State: TEXAS Construction
Type: HEAVY HIGHWAY County(ies): COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN WICHITA ELLIS PARKER HEAVY AND HIGHWAY CONSTRUCTION PROJECTS IN WICHITA COUNTY ONLY. HIGHWAY
CONSTRUCTION PROJECTS ONLY FOR REMAINING COUNTIES Modification Number Publication Date o 03/0212001 COUNTY(ies): COLLIN GRAYSON ROCKWALL DALLAS JOHNSON TARRANT DENTON KAUFMAN WICHITA
ELLIS PARKER SUTX2043A 03/26/1998 Rates Fringes AIR TOOL OPERATOR $9.00 ASPHALT RAKER 9.55 ASPHALT SHOVELER 8.80 BATCHING PLANT WEIGHER 11.51 CARPENTER 10.30 SP-lS 
CONCRETE FINISHER-PAVING 10.50 CONCRETE FINISHER-STRUCTURES 9.83 CONCRETE RUBBER 8.84 ELECTRICIAN 15.37 FLAGGER 7.55 FORM BUILDER-STRUCTURES 9.82 FORM LINER-PAVING & CURB 9.00 FORM SETTER-PAVING
& CURB 9.24 FORM SETTER-STRUCTURES 9.09 LABORER-COMMON 7.32 LABORER-UTILITY 8.94 MECHANIC 12.68 OILER 10.17 SERVICER 9.41 PAINTER-STRUCTURES 11.00 PIPE LAYER 8.98 BLASTER 11.50 ASPHALT
DISTRIBUTOR OPERATOR 10.29 ASPHALT PAVING MACHINE 10.30 BROOM OR SWEEPER OPERATOR 8.72 BULLDOZER 10.74 CONCRETE CURING MACHINE 9.25 CONCRETE FINISHING MACHINE 11.13 CONCRETE PAVING JOINT
MACHINE 10.42 CONCRETE PAVING JOINT SEALER 9.00 CONCRETE PAVING SAW 10.39 CONCRETE PAVING SPREADER 10.50 SLIPFORM MACHINE OPERATOR 9.92 CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE,
SHOVEL 11.04 FOUNDATION DRILL OPERATOR CRAWLER MOUNTED 10.00 FOUNDATION DRILL OPERATOR TRUCK MOUNTED 11.83 FRONT END LOADER 9.96 MILLING MACHINE OPERATOR 8.62 MIXER 10.30 MOTOR GRADER
OPERATOR FINE GRADE 11.97 MOTOR GRADE OPERATOR 10.96 PAVEMENT MARKING MACHINE 7.32 ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS 9.06 ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING 8.59 SP-19

ROLLER, PNEUMATIC, SELF-PROPELLED 8.48 SCRAPER 9.63 TRACTOR-CRAWLER TYPE 10.58 TRACTOR-PNEUMATIC 9.15 TRAVELING MIXER 8.83 WAGON-DRILL, BORING MACHINE 12.00 REINFORCING STEEL SETTER
PAVING 13.21 REINFORCING STEEL SETTER STRUCTURES 13.31 STEEL WORKER-STRUCTURAL 14.80 SPREADER BOX OPERATOR 10.00 WORK ZONE BARRICADE 7.32 TRUCK DRIVER-SINGLE AXLE LIGIIT 8.97 TRUCK DRIVER-SINGLE
AXLE HEAVY 9.02 TRUCK DRIVER-TANDEM AXLE SEMI TRAILER 8.77 TRUCK DRIVER-LOWBOYIFLOAT 10.44 TRUCK DRIVER-TRANSIT MIX 9.47 TRUCKDRIVER-WINCH 9.00 VIBRATOR OPERATOR-HAND TYPE 7.32 WELDER
11.57 Unlisted classifications needed for work not included within the scope ofthe classifications listed may be added after award only as provided in the labor standards contract clauses
(29 CFR 5.5(a)(I)(v)). In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other
designations indicate unions whose rates have been detennined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be:
• an existing published wage detennination • a survey underlying a wage determination • a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance
(additional classification and rate) ruling SP-20 
On survey related matters, initial contact, including requests for summaries ofsurveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the Davis-Bacon survey program. Ifthe response from this initial contact is not satisfactory, then the process described in 2.)
and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations.
Write to: Branch ofConstruction Wage Determinations Wage and Hour Division U. S. Department ofLabor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) Ifthe aqswer to the question
in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part
7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 The request should be accompanied by a full statement ofthe
interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) Ifthe
decision ofthe Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative
Review Board U. S. Department ofLabor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION SP-21

Addison Arts & Events District Pavilion Project Manual Review 95% Design Submittal Table of Contents: Invitation to Bid, the Agreement, General Conditions and Supplementary Conditions
will be sent to you soon. Prevailing Wage Rates is being sent with this document. 08710, Door Hardware is not included in the Project Manual. 10520 and 10801 are listed with different
titles than the sections themselves. No Division 15 sections and no Division 16 technical sections are included. These must be included and reviewed before the bid documents are issued.
List of Drawings: We need to include a list of drawings. 00300: 1.1 B. 1. Addendum No. 1 is dated October 9, 2002. Add addendum #3 dated October 31, 2002. 1.1 B. 2. Modi/}' to read "
... may be reviewed at the field office of. .. "; xxxx Addison Road; "phone 972.998.5078". (Street number to follow.) 01100: 1.1 A. I Street address number is 4970. 1.1 A. 2. 5300 Belt
Line Road is actually a Dallas street address. Let's use P.O. Box 9010, Addison, TX 75001-9010. 1.2 A. 1. Contract has been awarded to Abstract Construction. 01140: 1.2 A. 1. staging
area is ... south off the "Addison Arts & Events District" site, in coordination with Abstract Construction staging. 01210: It seems we can eliminate this section. We do not want a contingency
allowance. Testing and inspection will be under the general contract-this needs to be addressed in numerous locations in the specs. 01250: 1.1 B., based on above, this line can be deleted.

01270: Ifelectrical unit prices called out in 16010 are actually going to be used, they should be listed in this section. Ifnot, they should be eliminated from 16010. 01290: 1.3 E. modifY
to require one original and five copies. 01310: 1.4 A. typo before word "Project". 01320: 2.3 We do not want a Gantt chart schedule. We want a CPM based schedule. 2.4 A. Add item #9,
Visitors 3.1 A. Section 01310 correctly says progress meetings are to be held weekly. This section properly says schedules are to be updated monthly. But, this section says to issue
updated schedule three days befure each regularly scheduled progress meeting and to revise after each meeting. Need to reword to clarity. 01400: 1.6 A. Owner will not be providing testing
agency, contractor will. 01500: 1.3 C. Temporary electric power service will be provided and paid for by contractor. 3.3 C. where are project identification and other signs sizes indicated?
02466: 1. I A. references "dry-installed" piers, but section calls for casing piers. Is "dryinstalled" correct? 1.4 B. 1. Delete reference to "Ovmer's" testing and inspecting agency.
3, I C. Delete reference to "Owner's" testing and inspecting agency. 3.1 F. Delete reference to "Owner's" testing and inspecting agency. 3.2 C. Delete reference to "Owner's" testing
and inspecting agency. 3.3 A. Change "Owner" to "Contractor". 3.3 B. Delete reference to "Owner's" testing and inspecting agency. 3.3 C. Delete reference to "Owner's" testing and inspecting
agency. 03300: 3.6 A. Change "Owner" to "Contractor". 04810: 1.6 D. Drawings do not show"... sample panel where indicated on Drawings, ... " 
3, lOA. Drawings do not show where to "Install control and expansion joints in unit masonry .. , ", 3, II A. Drawings do not indicate where to install steel lintels, 3,13 A. Change "Owner"
to "Contractor", 3,13 AI, Change "Owner" to "Contractor", 05120: 2,2 C, & D, grade for anchor rods is not noted on drawings, 2.8 A. Change "Owner" to "Contractor". 3.3 A. Change "Owner"
to "Contractor". 07511: 3.7 Add provision for Owner to engage independent roofing consultant to inspect roofing during and following installation. 3,9 A. 2, Change Town's address to
P.O. Box 9010, Addison, TX 75001-9010, 08411: U A. I. a, Details referenced are not in drawings. 08800: 1.4 H, Glass type GL-l is not used in drawings. 11400: 1.03 B. Corner guards are
not addressed in Division 09. 1.03 C. Conduit referenced is not specified in Division 16, 2,02 A. Be sure items identified in note do in fact get addressed in Division 15. 4.06 Item
NO.4 is for future and should be shown as NIC, 4.06 Item No.8 should include the Roll-in Rack. 06010: 3.3 B. Ifwe are using these, they should be in the proposal form. 
TRANSMITTAL ADDISON, TX 7500 1 EMAIL: JFDGROUF'@lFl....ASH.N£T TO: CRAIG GAUSSIRAN STEvE: CHUTCHIAN. FROM: JIM DUFFY CARMEN MORAN SLADE STRICKLAND : PROJECT: AAED DATE: 12/31/02 oFYI
DREQUESTED DREVIEW /COMMENTD FOR APPROVAL [!] OTHER COMMENTS: 1 EA BULLETIN # 1. DATED 12/30/02 DRAWINGS REVISED SyBULLETIN #1-Cl-1. C2-2. C2-4. C3-2. C4-1. C4-2, C4-3, C5-1, C5-2, C5-3,
C5-4, C5-5, C5-6, C&5, C&9, L H, L 1-2, L2-1 5 EA. DRAWING SETS TO ASSTRACT, ! EA. SET TO ALL OTHER RECIPIENTS. CRAIG: WE WILL SE RECEIVING ELECTRICAL MODIFICATIONS RELATED TO THE PAVING
CHANGE IN THE BOWLAREA. ALL THE ENGINEERS ARE ON VACATION SO THEY CAN'T START ON IT UNTIL NEXT WEEK 
SA 14516,00 ADDISON ARTS & EVENTS DISTRICT ADDISON. TEXAS DOCUMENT 00951 BULLETIN NO.1 DATE: December 30, 2002 TO: ABSTRACT CONSTRUCTION 11157 Ables Lane Dallas. Texas 75229 Tel.: 469-385-9700
Fax: 469-385-9753 At!: Craig Gaussiran. Project Manager FROM: SASAKI ASSOCIATES. INC. 84 Pleasant Street Watertown. Massachusetts 02172 PROJECT: ADDISON ARTS & EVENTS DISTRICT Addison,
Texas This Bulletin consists of three (3) pages plus attached revised drawings. Deaeriptlon: This Bulletin includes the following: 1, Replace most ground-mounted yard hydrants With post-mounted
fixtures in adjusted locations. 2. Remove. salvage and reuse existing fire hydrant at Addison Road/Clara Street intersection, 3, Eliminate proposed fire hydrant at corner of Quorum Drive
and Festival Way. 4, Add exposed aggregate paved area adjacent to walk at The Bowl. 5, Eliminate portion of Lady Bank's Rose planting along fence at Festival Way, 6. Revise limit of
work at Pavilion to exclude paving Within Pavilion courtyard space. SPECIFICATIONS DIVISION 2 -SITE CONSTRUCTION Section 02510 -Water Swem 1. Page 02510-6, Paragraph 2,13, change "GROUND
HYDRANT" to "YARD HYDRANT". 2. Page 02510-8, Subparagraph 2, 13.A.. change "Ground hydrant" to "Yard Hydrant Type B' 3. Page 02510-8, Paragraph 2.13, add the following subparagraph:
"S. Yard Hydrant Type A shall be Freeze Flow Sanitary Yard Hydrant with screw handle and two foot bury depth, manufactured by Hoeplner Products, Gilroy, CA 95020. Section 02750 -Portland
Cemenl ((oncmte Pavement 1, Page 02750·5, Paragraph 2.02, delete subparagraph B. Section 02752 -Exposed Aggragate Concrete Pavement 1. Page 027524, Paragraph 2.02, delete subparagraph
B. 2. Page 02752·5, Paragraph 2.05 C., Change "Catens" to' Cactus". Subparagraph 2.05 C. 1 .• add 'AB" after "Sienna". 
SA 14516.00 ADDISON ARTS 8. EVENTS DISTRICT ADDISON, TEXAS DRAWINGS CIVIL Drawing C1-1 -Site PreoarationlDemolitioniErosion Control Plan 1, Add note 10 remove. selvage and reuse existing
fire hydrant at Addison Road and Clara street, and abandon oonneclion 10 water main in Addison Road. Drawing 02-2 -Materials Plan 1. Add exposed aggregate paving at The Bowl. 2. Rel/ise
Limit of Work at Pavilion building, Drawing C2-4 -Layoyt Plan 1. Add exposed aggregate paving at The Bowl. 2, Revise limit of Work at Pavilion building. Drawing C3-2 -Grading 8. Drainage
Plan 1, Add exposed aggregate paving at The Bowl. 2. Revise limit or Work at Pavilion building. Drawing C4·1 -Utilities Plan 1. Revise Legend to indicate Yard Hydrent Types A & B, add
detail reference, 2. Revise Yard Hydrant locations along southerly edge of Festival Way, north side of fence along Festival Way, and at Pergola and change all to Type A fixtures. Drawing
C4-2 -Utilities Plan 1, Revise legend to indicate Yard Hydrant Types A & S, add detail reference. 2. Revise Yard Hydrant locations along southerly edge of Festival Way and north side
of fence along Festival Way and change all 10 Type A fixtures 3. Add exposed aggregate paving at The Bowl. 4, Revise Limit of Work at Pavilion building. S. Delete proposed fire hydrant
at oomer of Festival Way and Quol'1!m Drive Drawina C4-3 -Utililies Plan 1. Revise Legend to indicate Yard Hydrant Types A 8. e, add detail reference, 2. Revise Yard Hydrant locations
along southerly edge of Festival Way and change all to Type A fixtures, Drawing C5-1 -Materials Plan Detail 1. Revise limit of Work at Pavilion building. Drawing C6-2 -Materials Plan
Detail 1, Add exposed aggregate paving at The Bowl. Drawing C5-3 -PaYing and Lavout Plan Dabail 1. Revise limit of Work. at Pavilion building. Drawing C5-4 -Paving and Lavout Plan Detail
1, Add exposed aggregate paVing at The Bowl. Drawing C5-5 -Grading Plan Delail 1. ReVise limit of Work at Pavilion building. Drawing CS-6 -Grading Plan Detail 1, Add exposed aggregate
paving at The Bowl, add spot gredes. December 30. 2002 00951 -2 BULLETIN NO.1 
----------------------------------------------SA 14516.00 ADDISON ARTS & EVENTS DISTRICT ADDISON, TEXAS Drawing C8·5 -Site Details Water 1. Add Detail 2 for ·Yard Hydrant Type A Section",
2. Revise title of Detail 1 to ·Yard Hydrant Type B Section'. Drawing C8-9 -Layou! Coordinate System Reference Plan 1. Revise coordinates to reflect changes in Yard Hydrant locations.
LANDSCAPE Drawing L 1-1 -Planting Plan 1. Delete some Lady Bank's Roses at fence along Festival Way. Drawing 61-2 -Planting Plan 1. Delete some Lady Bank's Roses at fence along Festival
Way. 2. Add exposed aggregate paving at The Bowl. 3, Revise Limit of Work at Pavilion building, Drawing L2-1 -Planting Dalails and Plant LIst 1. Revise quantity of Lady Bank'S Rose In
Plant LIst END OF BULLETIN December 30, 2002 00951 -3 BULLETIN NO, 1 
Steve Chutchian To: jfdgroup@fJash.net Cc: Michael Murphy; Dave Wilde; Luke Jalbert Subject: 8" water line on Julian st. Jim -the contractor attempted to layout the alignment of the
proposed 8" water main, by coordinates, on Julian St., between Festival Way and Broadway. The plans call for the line to be laid on the east side of the existing street. However, the
coordinates that are shown on the plans place the line on the west side. It also creates direct interference with an existing sanitary sewer line, fire hydrant, and open ditch, and places
the new fire hydrant in the middle of JUlian st. Our staff determined that the the existing line on Broadway can be extended straight to a point east of the existing asphalt pavement
on Julian. At that location, a bend can be placed in the line, and it can be extended north to the proposed 12" line in Festival Way. This revision will also allow us to avoid conflict
with two storm sewer laterals in Festival Way. In orelerto verify the placement of the proposed line in the street right-of-way, it will be necessary for the contractor to establish
the east light-of-way line in Julian (west property line of block 3). Plan quantities should generally not be affected. The contractor would like to begin this work on Thursday, Jan.
2nd. With you concurrence, we will direct the contractor to proceed accordingly. Thanks. Steve C. 1 
Steve Chutchian From: Jim Duffy [jfdgroup@f1ash.net] Sent: Tuesday, December 24,200212:44 PM To: Craig Gaussiran Cc: Carmen Moran; Slade strickland; Steve Chutchian Subject: Progress
schedule Craig, I have reviewed the proposed format for your Addison Arts & Events District progress schedule. The format is acceptable. I do have some thoughts on the content I would
like to see addressed. The following are my thoughts. After you have completed the schedule and you and I have an agreement, I will be submitting the final to Carmen, Slade and Steve
for review and any final comments before implementation. 1. I suggest you incorporate the stage area as a subcategory with the related activities, i~e. earthwork, concrete, electrical
t etc. 2. Under site, I suggest the following additions and changes: a.) Break out the drainage fields under Storm Sewer as a separate activity. b.) Add the water system, drinking fountains,
and yard and fire hydrants as separate activities~ c.) Add site furnishings. d.) Add underground electrical and electrical distribution as separate activities, specifically including
the electrical distribution panels at the pergola, bowl and Pavilion. 3. Under Pergola add concrete work (columns, foundations, etc.) 4. Under road, add the curb & gutter as a separate
activity based on our meeting yesterday. 5. Under Fountain Plaza add the following: a.) Slate, stone and granite pavers. b.} Add the stone wall. c.) Add the metal grating d.) Add electrical
e.} Add the fountain vault work. Please let me know when you have a final schedule for review. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5076
mobile 1 
Page I ofl Steve Chutchian To: Jim Duffy Subject: RE: Fire Hydrant Jim -at Clara st. & Addison Rd., it would be better to get the existing hydrant off the existing 24" line. The hydrant
can be removed, with the valve shut off and the line capped. The eXisting hydrant can then be utilized as part of the proposed fire hydrant assembly at Festival Way & Addison Rd. N.
the Quorum Olive location, we checked the condition of the existing fire hyrant that is tapped into the existing 24" line. It appears to be in good shape and does not need to be removed.
The location ofthe proposed hydrant assembly north ofthe existing assembly is not needed and can be removed from the project. It is suggested that the Town receive a credit for materials
and labor for each location. Steve C. -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netj Sent: Wednesday, December 18, 2002 5:36 PM To: Steve Chutchian Subject: FW:
Fire Hydrant Steve, Will you give me your input on this question? Thanks, Jim From: dclough@sasaki.com Date: Wed, 18 Dec 2002 15:40:24 -0500 To: jfdgroup@flash.net SUbject: Fire Hydrant
Jim, Should the existing frre hydrant at Clara Street and Addison Rd. be removed and salvaged, or should it be reused? Maybe someone has to take a look at it to see what condition it's
in. Also, in fmding that one, I noticed that there is an existing frre hydrant on the west side of Quorum Drive, about 15 to 20' south ofwhere we are proposing a neW one at QuorurnlFestival
Way. Ting is out on vacation, so I don't know whether it was intended to replace that hydrant with a new one or if it was just an oversight. We don't need 2 at that comer. So, the Town
might want to take a look at that one too and decide if it should be replaced (salvage or reuse?), or if we just eliminate the proposed new hydrant. Please let me know what we should
do. Thanks. 12119/2002 
PAGE I OF2 CalHarConstruction. Inc. December 17, 2002 City of Addison Engineering Dept. Attn: Dave Wilde Site Utilities Sub-Contractor: CalHar Construction, Inc. General Contractor: Abstract Construction
Services, Inc. Civil Engineer: Sasaki Interdisciplinary Design Project: Addison Arts & Events District Location: Site Utilities: Water/Sanitary Sewer/Storm Sewer for the Town ofAddison
Arts & Events District: ITEM DESCRIPTION QTY UNIT UNIT PRICE TOTAL WATER I 12" Ultra Blue (C909) 1176 LF $ 20.00 $ 23,520.00 2 8" Ultra Blue (C909) 2607 LF $ 16.00 $ 41,712.00 3 6" Ultra
Blue (C909) 52 LF $ 15.00 $ 780.00 4 4" Ultra Blue (C909) 120 LF $ 15.00 $ 1,800.00 5 6" Ultra Blue (C909) Fire Hydrant Lead 161 LF $ 15.00 S 2,415.00 6 12" Gate Valve 3 EA $ 1,140.00
$ 3,420.00 7 8" Gate Valve 17 EA $ 700.00 S 11,900.00 8 6" Gate Valve 7 EA $ 535.00 $ 3,745.00 9 8" MeterNault 2 EA $ 19,600.00 $ 39,200,00 10 8" BackflowN ault 2 EA $ 8,065.00 $ 16,130.00
II 2" Copper Line 270 LF $ 17.00 $ 4,590.00 12 314" Copper Line 631 LF $ $ 16.00 $ 10,096.00 13 112" Copper Line 365 LF $ 15.00 $ 5,475,00 14 314" '{ard liydIlrnt 25 EA $ 180.00 $ 4,500,00
15 24xl2 Tapping Sleeve & Valve (On RCCP) 2 EA $ 4,600.00 $ 9,200.00 16 Cased Bore for 12" Line 65 LF $ 185.00 S 12,025.00 17 CuVCmmect to Existing 8" Line 1 EA $ 400.00 $ 400.00 18
Connect to Existing 2" Valve 1 EA $ 200.00 $ 200.00 19 Standard Fire liydIlrnt 6 EA $ 1,285.00 S 7,710.00 20 21 22 23 Remove/Replace Quorum Drive Pavement RemovelReplace Asphalt Pavement
RemovelReplace Addison Road Pavement Fittings 10 S'{ 225 S'{ 10 S'{ 28 EA $ 55.00 $ 55.00 $ 55.00 $ 325.00 $ 550.00 $ 12,375.00 $ 550.00 $ 9,100.00 23 Trench Safety 1 LS $ 175.00 $ 175.00
TOTAL $ 221,568.00 SANITARY SEWER I 8" SDR35 1093 LF $ 16.50 $ 18,034.50 2 6" SDR35 517 LF $ 15.50 S 8,013.50 3 4" SDR35 15 LF $ 15.00 $ 225,00 4 4" Cleanout 11 EA $ 165.00 $ 1,815,00
5 4' Diam. Manhole (5' -15' Deep) 7 EA $ 2,300.00 5> 16,100.00 6 Connect to Existing Manhole (II' -15' Deep) 2 EA $ 615.00 $ 1,230.00 7 Drop Connection (7' Deep) I EA S 900.00 $ 900.00
8 Raise Existing Manhole (1' Depth) 1 EA S 275.00 $ 275.00 9 Remove/Replace Addison Circle Drive Pavement 20 SY $ 55.00 $ 1,100.00 10 RemovelReplace Brick Paved Sidewalk 150 SF $ 7.00
$ 1,050.00 23 Trench Safety 1 LS $ 175.00 $ 175.00 TOTAL $ 48,918.00 2138 CalHar Drive * Melissa, Texas 75454 * Office 972/838-2888 * Fax 9721838-2299 
CalUar Il'AGE2 OF 2 STORM SEWER 1 36" RCP CL III 153 LF $ 60.00 S 9,180.00 2 24" RCP CL ll! 387 LF $ 39.00 $ 15,093.00 3 21" RCP CL III 171 LF $ 36.00 $ 6,156.00 4 18" RCP CL III 1018
LF $ 32.00 $ 32,576.00 5 15" RCP CL III 1009 LF $ 30.00 $ 30,270.00 6 8" Trench Drain 6 LF $ 250.00 $ 1,500.00 7 8"HDPE 24 LF $ 16.00 $ 384.00 8 4" Sch. 40 Kiosk Utility Box Drain Line
(See Note #17) 20 LF $ 16.00 $ 320.00 9 4" Solid Underdrain (See Note #24) 1140 LF $ 11.85 $ 13,509.00 10 4" Perforated Underdrain (See Note #24) 1198 LF S 17.35 $ 20,785.30 11 2" Underdrain
Cleanout 12 EA S 75.00 $ 900.00 12 7' Diarn. Manhole (9' Deep) I EA $ 4,650.00 $ 4,650.00 13 5' Diarn. Manhole (4' -9' Deep) 10 EA $ 2,300.00 $ 23,000.00 14 3x3 Type "A" Manhole (6'
Deep) 1 EA $ 2,725.00 $ 2,725.00 15 I.5x I Kiosk Utility Box (I' Deep) I EA $ 900.00 $ 900.00 16 Precast 6' Curb Inlet (4' Deep) 8 EA $ 1,725.00 $ 13,800.00 17 Precast 2X2 Area Drain
(3'-6' Deep) 18 EA $ 1,Q60.00 $ 19,080.00 18 Retention Field #1 (See Note #16) 1 EA $ 29,500.00 $ $ 29,500.00 19 Retention Field #2 (See Note #15) 1 LS $ 4J ,500.00 $ 4J ,500.00 20 Retention
Field #3 (See Note #J 8) 1 LS $ 24,500.00 $ 24,500.00 21 Connect to Existing Rep in Addison Circle Drive I EA $ 600.00 $ 600.00 22 Connect to Existing RCP in Addison Road 1 EA $ 600.00
$ 600.00 23 Connect to Existing Inlet 2 EA $ 425.00 $ 850.00 24 Connect to Existing RCP 2 EA $ 425.00 $ 850.00 25 Remove!Replace Addison Road Pavement 10 SY $ 55.00 $ 550.00 26 RemovelReplace
Addison Circle Drive Pavement IS SY $ 55.00 $ 825.00 28 Trench Safety I L8 150.00 $ 150.00 TOTAL $ 294,753.30 TOTAL WORK LOCATED IN THE CITY OF ADDITION PUBLIC ROW: $ 565,239.30 NOTES:
I YRJI 0% Maintenance Bond to be provided to the City ofAddison upon completion of the above work. 2138 CalHar Drive * Melissa, Texas 75454 '" Office 972/838-2888 * Fax 972/838-2299

Steve Chutchian From: Jim Duffy Ofdgroup@f1ash.net] Sent: Thursday, December 12, 2002 10:56 AM To: Craig Gaussiran Cc: Carmen Moran; Steve Chutchian Subject: Project signs ~ WATERGAR.tif
Craig, in response to your fax of 12/10/02 regarding the project sign design approval, please consider the design approved, with the addition of the contractor name and estimated completion
date. Attached is the electronic file of the image to be used on the sign. Located one sign along and facing Addison Road, roughly midway between Addison Circle Drive and Clara Street.
Locate one sign on Addison Circle Drive, across from and facing the Addison Conference Centre. Locate one along and facing Quorum, roughly midway between Addison Circle Drive and the
new Festival Way. Jim Duffy 3887 Ridge1ake Ct. Addison, TX 75001 972.241.2816 972.406.1146 fax 972.998.5078 mobile 1 
Steve Chutchian From: Dave Wilde Sent: Wednesday, December 04, 2002 11 :55 AM To: Carmen Moran Cc: Steve Chutchian Subject: RE: Oncor utility relocation I would think that Oncor can
do whatever we ask them to do. Obviously they will expect to be paid for this work and materials. I don't know if they (or their sub) would do the concrete pier (light base foundation)
or if our contractor would be required to do that. We would most likely need to identify the exact location we prefer, so a little guidance there would be helpful. Possibly the NW corner
could work, pending identification of ROW and existing utilities. If anyone wants to meet me out there, just let me know. Dave Wilde Public Works Inspector Town of Addison PH: 972-450-2847
-----Original Message----From: Carmen Moran Sent: Wednesday, December 04, 2002 11:36 AM To: Dave Wilde Subject: FW: Oncor utility relocation Dave, Can we get a standard street light
pole for this light? CM -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netl Sent: Wednesday, December 04, 2002 10:38 AM To: Carmen Moran ee: Craig Gaussiran Subject:
Oncor utility relocation Carmen, I talked this morning to Kemp Spears, Oncor's project manager for the Arts « EVents District project. He tells me the work order for our new electric
service and relocation is in their construction department awaiting a schedule. They have the necessary permits and he will let me know when work is scheduled to begin. He mentioned
that Dave Wilde had identified a street light on Broadway at Julian which was also fed by the existing overhead lines and needed to be maintained. Oncor is trying to figure out a way
to feed it and also suggested perhaps a standard street light pole to replace the wooden pole currently in use~ I guess Dave will continue to coordinate that work with. them. He also
confirmed they will cap and abandon the gas lines currently running down Julian and Clara. Jim Duffy 3887 Ridgelake Ct. Addison, TX 75001 1 
972.241. 2816 972.406.1146 fax 972.998.5078 mobile 2 
Re: Dispute among Town of Addison, Abstract Construction Company, Strand & Associates, et al. AGREEMENT OF PARTIES 1. Within the next thirty (30) days, the Parties will work to develop
a scope ofwork to repair Festival Way. The scope ofwork from Surety shall include engineered construction drawings of the scope of work subject to approval by Addison. Paragraphs 2 -10
are contingent upon developing an agreed-upon scope of work. 2. Within five (5) business days, Addison shall have the right to approve any subcontractor chosen by Abstract/Strand's Surety
to perform the scope ofwork. 3. All terms and conditions of the Contract between Addison and Abstract for construction of the Addison Arts & Events District shall apply to the scope
of work for repair of Festival Way. 4. Abstract shall have all appropriate field engineers or other qualified p(''fSOns present during all pours to confirm the proper elevations are
being maintained during concrete placement. Addison must be provided with the contract required testing and inspection reports necessary for the street construction, including the subgrade.
5. No concrete is to be poured unless a representative ofAddison is present to observe and, if necessary, point out corrective actions to be taken. The Addison Public Works Department
should be contacted in advance to schedule the attendance ofthe appropriate Addison representative. 6. The scope ofwork shall be completed between July 4 September 1, 2005. 7. By March
21, 2005, Addison shall provide a punch list to Abstract related to the Addison Arts & Events District. Upon completion of the punch list, Addison shall release $100,000.00 of monies
held. Upon completion of the work described by the scope of work in Paragraph 1, Addison shall release all remaining monies held. 8. Either Strand Surety or the agreed-upon subcontractor
shall provide a one (l) year guarantee on the work performed under the scope of work and a one (l) year maintenance bond. 9. The Parties agree to a completion of the work described by
10. Abstract and! or Stam! $25,000.00 to Addison. AGREEMENT OF PARTIES 
Events ofSeptember lr, Z003 1. Experienced heavy rainfall in afternoon (approx. 1"-2"lhour). 2. Received call from Barbara K about 4:20 pm she said they were experiencing substantial
flooding inside ofrestaurant tent just west ofstage, received same call from Slade S a few minutes later. 3. 4:25 pm I directed Utility Crew and Engineer to take large pump to site and
remove water from tent area. 4. 4:30 pm I received call from Chris to come out to site to see if we could determine problem fur future reference. 5. Had water evacuated from site by
5:30 pm, kept Utility Crew on sight until last rainfall threat passed. 6. Walked site next day to determine what caused drainage system overload. What we saw when we arrived on site:
1. Area around drain inside oftent completely submerged (approx. 24"-30"). 2. Were able to immediately determine that we could drop a submersible pump into manhole just outside tent
to clear water from inside. 3. Once we turned pump on --inside drain evacuated water within a couple ofminutes, which would tend to support idea there was some type ofblockage. Some
Ideas: 1. Place vault and sump pump near entrance manholes to each drainage field to pump water directly to street drainage system. 2. Put concrete aprons around each area drain and
re-grade to funnel water into area. 3. Completely re-grade area above fountains to properly direct water to area drains. 4. Consider future placement ofrestaurant tent outside area drains.
2 
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Abstract Construction Company 11157 Ables Lane Dallas, TX 75229 (Phone) 469-385-9723 (Fax) 469·385-9753 Abstract OWNER/ARCHITECT/CONTRACTOR PROGRESS MEETING Minutes of Meeting No. 11
ApnI16,2003, VVednesday 1:30 PM Meeting Location: Addison Arts and Events District Jobsite 15440 Addison Road Page: ProJect No.: Cover Sheet G02068E Project: Addison Arts & Events District
Here Attendee Company YIN Initials Name Represented y CAG Craig Gaussiran Abstract Construction Company y Garth Rogers Abstract Construction Company y Jim Duffy JFD Group y Slade Strickland
Town of Addison N Luke Jalbert Town of Addison y Steve Chutchian Town of Addison N Ron Lee Town of Addison Y Dave VVilde Town of Addison y carmen Moran Town of Addison N Jim Pierce Town
of Addison -----------------"-----------"""-The attached minutes reflect the author's interpretation of what was discussed, determined or occurred at the above referenced meeting. If
any attendee feels there has been a discrepancy or error in documenting the discussions, please notify the author in writing with in 5 days of receipt of these minutes. Otherwise these
minutes will be deemed to be accurate and accepted as written by all parties in attendance. The Next meeting will be held at the following location, date and lime: location: Addison
Arts and Events District Jobsite Date: Wednesday, April 30, 2003 15440 Addison Road Time: 1:30 PM Prepared By: Abstract Construction Company Craig A. Gaussiran Signed: Craig A. Gaussiran
Dated: 04116103 
/---~\ //!! J{!J11 
" OFFICE OF THE CITY MANAGER (972) 45(). 7000 • FAX (972) 45().7043 5300 Belt Line Road March 17,2003 Dear Addison Circle Business: I wanted to notify you ofan upcoming temporary change
in parking availability as a result ofthe Addison Arts & Events District construction. Beginning late this week, we will begin staging construction materials for The Pavilion building
located near the intersection ofAddison Circle Drive and Witt Place. The Pavilion will be an outdoor catering service and special event building with kitchen and restroom facilities
to serve the Arts & Events District. To stage the construction of the building, the TQwn's contractor will be fencing off approximately six parallel parking spaces along the sidewalk
and near the comer of Quorum Drive and Addison Circle Drive moving west to the intersection ofWitt Place. These parking spaces are all on the south side of Addison Circle Drive. We anticipate
these parking spaces will be needed thmughout the construction period that should conclude in September. We apologize for any inconvenience this may cause. We are excited about the opportunities
the opening ofthe new Arts & Events District will bring to the community in the near future. The Town is working now to bring new events and activities to the area that we hope will
benefit your business. Should you have any questions regarding the construction process, feel free to contact either Jim Duffy, Construction Project Manager at 972/241-2816 or me at
972/450-7010. Sincerely, '~ ~~Chris Terry ~ Assistant City Manager (~{ cc: Ron Whitehead, City Manager Carmen Moran, Development Services Director Mike Murphy, Public Works Director
~7 Jim Duffy, Construction Project Manager 
j j j j j j j j j j j j j j j j j j j j j j j 
Steve Chutchian To: Jim Duffy Subject: RE: French drain connection to sanitary Jim: The Town of Addison Public Works Department is aware that the Engineer, Sasaki & Associates, designed
a french drain to drain from the proposed fountain vault to a nearby sanitary sewer system, as part of the Arts & Events District improvements. Our staff has stated on several occasions
that we oppose this connection (connecting storm water to a sanitary sewer is not allowed by ordinance), and have offered several alternatives to you for draining this sub~surface stormwater.
These alternatives suggested have been: a. Thickening up the vault floor to increase weight b. Extending footings to pick up additional weight from soils Cw Drain the vault french drain
to'a storm sewer We would also like to offer another alternative, which includes a drawing that we will submit to you at the weekly meeting today. This alternative allows the french
drain to drain to the sump within the vault. The water could then be pumped to the storm sewer. Any of these alternatives would satisfy Public Works. The Contractor may have other acceptable
ideas we have not thought of to date. Should you have any questions, please let us know. Steve Chutchian Jim Pierce -----Original Message----From: Jim Duffy [mailto:jfdgroup@flash.netj
Sent: Friday, January 24, 2003 4:04 PM To: Steve Chutchian Subject: French drain connection to sanitary Steve, The mechanical engineer would like something from the Town indicating they
are aware of the connection of the fountain vault french drain to the sanitary sewer. Will you please send me an email indicating your awareness of that connection so I can forward it
on? Thanks, Jim 1 
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