\-) o ::. v, :r '\: 5-j Ci o (' ( J I-. " 􀁾􀀠 
Arapaho Rd Conflicts Issues & Problems Bullet 􀁐􀁾􀁳􀀠::J"€-r"""( • Added Temporary 6' chain link fence @DWU plant. • Add Communication cable, re-route and tie existing irrigation to
new controller, as well as add 13 new 14 gao Wires for future expansion at D WU pump station. • Add "Pardon Us" signs facing the hotels/motels. e Added TXU conduit profiles & stabilized
sand backfill. • Additional Tree Removal e' Changes and holdups on 60" DWU water line. e Added 8" isolation valve @the storage building to allow work on the 8" water line to be performed
during the day. • Relocated fence @storage building (sta 39+50) to allow work on the waterline and hydrant relocation. e Delete Railroad crossing from contract. • Relocate 8" water line
@Storage building due to conflict with existing 24" Storm Drain. • Add flow fill @steel casing to protect pipe (in place ofadded bituminous coating) • Change Paint Systems for the Arch
and Rail. e ModifY openings on stingers & add PVC conduit as well as 1 boxes. • Change all RCP pipe wi standard tounge and groove joints to a confined grooved joint between stations
0+68 to 6+00. • Modification of rebar connections for the U-beams on span #9. • Relocation of 12" waterline which is in conflict with lines A&B @Surveyor. • Furnish one portable Changeable
message board. • Relocate irrigation line outside proposed construction limits @courtyard Suites. ; ..' • Relocation of Inlet A-I to the existing Drainage Flume • Delayed moving low
profile barrier from phase I to phase II due to TXU not meeting schedule. • Redesign MSE wall #3 due to cross sections on the paving did not match wall drawings. e Redesign Manholes@lineASta
18+70 and line B Sta 19+01 from a Manhole wi a riser to a flat top manhole. • ModifY bottom of 9x5 box culvert to allow for elevation ofexisting gas line. ;-.. • Redesign parking lot
Concrete to 6" from 10" • ModifY IOx6 box culvert @Surveyor to avoid existing 24" waterline. • Added Corrugated Metal Pipe and Drainage system to provide drainage to existing properties
along along MSE wall. • Added dirt mounds @TXU conduits to existing buildings to get the proper ground cover. 
• Added two Lateral tie-ins @RCB after RCB was already placed. • .Added 450 LF of6" Curb & Gutter to control storm water. • Added Taps and Irrigation work at Surveyor, Midway, Comfort
Suites and Addison Road. • Addition oflocating 8" Valve and replacement ofDriveway Concrete @Comfort Suites. • Wall Mounted Luminare type change on wall 3 &4 • Change in Trough Drains
from Maximum I' depth to 4' depth. • Added closure pour @RCB Line "B" @Midway due to existing pipe not being at tie-in location. • Extension ofMSE wall #2 due to substantial grade difference
between roadway and existing parking lot. • . Swap Stingers @Bent #9 due to deck blocking access holes on stingers. • Demo existing SBC manhole to allow placement of 12" sanitary sewer
• Provide Police escort for beams. • Delay due to TXU work on Iines@Midway holding up Beam Placement .. RFI's • Missing horizontal aligrunent information for PI, PC, PT, ETC Coordinates.
• Missing ROW Coordinate or station & offset information in the following areas. o North side from station 60+75 to 62+73.88 (sheet 16) o South side from station 60+75 to 63+50.88 (sheet
16) o North side from station 66+47.29 to 76+17 (sheet 16+17) o South side from station 74+51 to 78+32.69 (sheet 17) including bent point at approx station 77+45. • Missing cross slopes
information from Station 66+85 to 85+50 (Sheet 48 to 51). • Missing information on the limits ofthe brick yard excavation. • Incorrect ROW information@stations 74+20.41 to 87+76.65 (sheets
17 to 19). • Discrepancies in offsets ofretaining walls 1 & 2. • Incorrectly detailed diameter ofsteel guide pipe for cylindrical socket on bridge cables. • Request for information on
the bronze monument. • Discrepancies in the removal ofexisting concrete at the Rink. (Sheets 24, 59 & 63 • Discrepancies in the DWU line ofmounting a 6" valve onto a 12" flange. • Discrepancy
in the plans and specifications as to which version ofthe NTCOG is to be used. • Problem with median curb grades causing large undulations in the roadway profiles. • Need alignment information
on longitudinal weld for the Arch. • Addition of drop bowl assemblies at the sanitary sewer drop manholes. • Missing detail for grouted Riprap at inlets and headwalls. • Clarification
of bent 9 and 10 dimensions. • Clarification of bent 9 beam seat elevations. • Discrepancies in beam seat elevations on bents 9,10 &13. • Adding "Town ofAddison" logo to the Manhole
covers. 
• CI'lrification of bearing seat thickness. • Clarification on the I" conduit @Columns 8 & II o Is the conduit externally mounted. o If the conduit is poured in the co1= does it need
to be RMC or PVC • Unavailable 790 kip strand. • Conflict between SBC phone lines and Retaining wall #2 • Clarification of Tie-In for 4" tree well subdrains. • Realignment of 10" line
"B" sanitary sewer from sta II +52.57 to 13+60 • RCP pipe orientation in casing pipe, lines C and lateral A -13. • Change in dimension for bents 9 & 10. • Conflict with 10" all-release
manhole and the proposed roadway paving. • Conflict between lateral B-7 and DWU 60" waterline (2nd go around)(RFI 40). • Conflict between 10" Sanitary Sewer line and 16" Water line @Midway
Rd. • Changes to Trenched Footings going from 2' thick to 3" thick due to minimum cutting bar width of trencher's capable ofcutting to required depth. • Relocation of electrical and
irrigation sleeves to avoid obstructions. • Information on specified voltage for the street and lighting circuits. • Revised grading and change in throat elevation ofthe y-inlet for
lateral B-8. • Conflict with the drainage from BulloughlLykos parking lots to inlet A-4A. • Clarification that conduit run A-2 is routed in the south T-4 Rail. (Neg) • Confirm that wall
offsets are to face of coping not face of wall. • Addition ofjoint filler between the structural retaining wall and the MSE retaining wall. • Conflict between the abutments and MSE wall
panels due to the cantilever portion of the abutment is in the way ofthe panel. • Relocation of Sanitary Sewer Manhole in Midway Blvd. • Conflict between existing railroad crossing grades
and the roadway prome grades of 4 inches in some areas. • Confmnation of grout thickness between the arch plate and the bolt template. • Provide information on the location and routing
ofpower sources for load distribution centers (LDC) A @bent 11 & (LDC) B @bent 8. • Clarification of anchor bolt location in MOD A T -4 Rail. Rebar appeared to be outside the rebar cage.
• Relocation of street lighting from the MSE wall to the T-4 rail resulted in conduit run under the T -4 RaiI. • Proposal to adjust street lighting to coordinate with T-4anchor bolt
layout. • Review of pennant to picket tack welds requested by manufacturer. • Confirmation ofdimensions ofslab blister(sheet 285). • Relocation ofInlet A-6A because it was originally
on high side of roadway. • Provide information on location of conduit for Luminaries on Wall RW4. • Relocation of 8" water Main and Valve from under wall #4. • Missing approach slab
details. 
. .Aco. po..hq __Bc􀁩􀁣􀁬􀁾􀁟􀁟􀀠,_. . . . 􀁪􀀮􀁰􀀭􀁊􀀷􀀮􀁾􀀠9$".._. ._ 􀁉􀁏􀁜􀀮􀁾􀀮􀁏􀁾􀀠PhOI'\L rYl?! .. , 􀀬􀁎􀁡􀀮􀀬􀁾􀁾􀀠􀀢􀀧􀁾􀀻􀁾􀁟􀁟􀁟􀀮􀀮􀀠8dd.\.scrn ("Ita) 4fi9.:: 2zOj .. ,.
5iffl€: ..C'(,,::fdr'<i'l . '.. .Til''''''''' up 􀀻􀀧􀁉􀀢􀁰􀀻􀀺􀁲􀁾􀀢􀀬􀀯􀀢􀀬􀀠. ·:rt161 MpIIClft§a,gbL ...:£tl}flJee-r... gI1te.BQA§..7.4 .: ..􀁊􀁬􀀺􀁷􀀱􀀮􀁑􀀻􀁌􀀮􀀮􀀭􀀮􀀮􀀮􀀺􀁲􀀮􀀶􀁾􀀮􀀮􀀠􀁵􀀮􀁪􀁩�
�􀁘􀀮􀁦􀁾􀁾􀀮􀁾􀀡􀀧􀁑􀀩􀀮􀀮􀀮􀀠􀁱􀀷􀀲􀀬􀀬􀁾􀁉􀀽􀁾􀁧􀀿􀀺.. &",J!tc􀁴􀁊􀁽􀁾􀁊􀀱􀀮􀁾􀀮􀁊􀀧􀀯􀀴􀁬􀁕􀁉􀁙􀀱􀀮􀀠. 􀁊􀁊􀀮􀁌􀁣􀁫􀁲􀀮􀀺􀁴􀀴􀁾􀁦􀀺􀀺􀀢􀀡􀀭􀀢􀀱􀀮􀀠." .l7f.r 􀀤􀁴􀀢􀀡􀁾􀀡􀀡􀀿􀁴􀁦􀀺􀀬􀀮􀁣􀀺􀀬􀀬􀀮􀀠
􀀧􀀬􀁍􀁊􀁃􀁾􀁴􀀻􀀮􀁌􀁐􀁥􀁲􀁲􀀭􀀺􀁲􀀠I\' ._ 1\" . 􀁾􀀱􀀮􀁲􀀮􀁾􀀮􀀺. .1s.JJ ..... 􀁾􀁾􀁴􀂷􀁾􀁜􀁴􀁅􀁩􀀡􀀻􀁊􀁾􀁏􀁾􀀠. 􀁔􀁑􀁾,_ .... ___ m_.91.LlCliZk.?&c9_' 􀁾􀁾􀀮􀀬􀁴ff.. 􀀯􀁊􀁲􀁾􀀭􀀭.
' ___. __ vBS, ... _. _. .. ____􀁮􀀲􀁟􀁾􀀮􀀧􀀱􀀨􀀩􀁴􀀻􀁟􀀺􀀮􀁾􀁾􀂣􀁟􀁯.. _ ... . ," 􀁑􀁾􀁊􀁴􀁁􀁊􀁾􀀮􀁾􀀬__.___ /:/.(1176. . ....._ .􀀮􀀲􀁩􀁾􀀮􀀭􀁟􀁾􀁾􀁚􀀽􀀭􀀦􀀲􀁩􀀮􀀠􀁟􀀬􀁾􀁾___ , _____􀁾..
__ 􀀢􀁟􀀮􀁟􀀮􀁟􀀮􀀧􀀱􀀱􀁾􀀺􀀺􀀺􀀮􀁟􀀰􀀧􀀱􀀭􀁓􀀭􀀶􀁾􀀠.'.:'. a;:_..􀁾􀀡􀀣􀁾􀀠..:-T 􀁲􀀭􀁾􀀠-... -. ... 􀀭􀀮􀀭􀀭􀁟􀀮􀀭􀁾􀀮􀀭􀁬􀁬􀀭􀀽􀁲􀁯􀂷􀀠'L 􀁾a "'. .􀁾􀀭􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀭􀀭􀁬􀁾􀀩􀀠􀁾􀁌􀁟􀁊􀀨�
�􀀠􀀧􀁾􀀩􀁩􀁾􀀬􀀮􀀠􀀮􀁉􀁉􀁾􀁟􀀮􀁟􀀠.__....._.({ 􀁴􀁾􀀠___ tl.. ! : ; _ ._ ..•.. ______ ..____ 1 ._.---••------.----.' ....·_ ••_· .--------. ,-------,-.h 􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀢; , \, , ..
-.-.--. .; I -I . -1 ,., . ft,,, u. . . . j, 
Page 1 of 1 Jenny Nicewander From: Schneemann, Andrew [aschneemann@Walshgroup,coml Sent: Thursday, February 03, 2005 8:36 AM To: Guy Van-Baulen Cc: Daniel Filer; Good, Donald; Jenny
Nicewander; Langford, Chris; Withered, Ben Subject: RFI 64 -Joint Seal at CIP Retaining Wall Guy Attached is RFI 64 concerning the jOint between the MSE wall and the CIP Structural Wall,
In conversation with HNTB and the Town of Addison, We discussed the possibility of water entering the key way that the MSE wall seats in and causing long term damage, This Extra Work
if acceptable would be at the expense of the Owner, Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 7/512005 
PROJlaCT No. Arapaho Phase III IREQUEST FOR INFORMATION RFI # __-,,64:!.-__ Date : January 28. 2005 Ipl<..... "',Ie\o, th,. altac',ed ....." _uctdata ....TxIlotS"..Itcm433. IAA_W'....'m
haa 􀁤􀁬􀁾In revIewing the eomed betM!en tho structural retaining wall and the MSE Retartllng Wall tMt there I' oottdng to keep wale.-out of lt1e block''is.,,.;,;,,",,', Areher Wt'lSlem
proposes to 1111 !.he outef JoIfrt between the MSE wall and !.he structural wall >Mth a aass 5 TxOotJolnt Seal. We believe that this will allow fOC' the jill move as f\eeded and minimize
water from entering the bIoGk out this acc:eplatlle? Page 1 
433.1 RFI 􀁾􀀠433.1 to 433.2 l'l'EM433 JOINT SEALANTS AND FILLERS 433.1. Desaiption. This Item shB\! govero lb. material requi...,. menls for joint sealanls, backing _rials and joint
fill.",. 433.2. Materials. The material. for this item shall conform to Ib" following: (1) Joint Sealant Materials. Joint sealant material sball be Ihe •1.... indicated. on Ihe p\aos
or in Ihe goveming specifications. The various classes of ....I...t described herein shall be in .coon\.ance with Deparlmental Material Specification 􀁄􀁾􀀭􀀶􀀳􀀱􀀰􀀮􀀠Copies of specification
D-9-6310 "'" availoble from Ihe Texas Department of TmnsportatloD, Director of MlIterial• ..,d Tests. 125 B. 1I1lt Street, Austin, TX 18101-2483. (l) Storage. Class I and 2 -'ants shall
be stored at temperatures betw_ 40 F and 100 F. Class 4 and 5 -'ants shall be stored in ....led conw-s at a temperature of 100 I' or below and the material must be used within two (2)
_nibs of receipt OD the project. (3) ClasseS of Joint SeaI...ts. (al Class 1. Two component, Synthetic Pol;ymer, Non-sq. The CQmpoIloolS shall be proportioned and mixed in 8l:COTdanee
wilh tbe /IlIIllu&.cturer'• ....,.,mmendation9. (b) Class 1, Two Component, Synlhelic Polymer, Self·\evelillll· The comporumls sball be proportioned ...d mixed in a<:<:OrdBnce with Ihe
lJI8Ilut'acturer'. 􀁾􀁯􀁮􀁳􀀮􀀠(e) Class 3. Hot Poured Rubber. This sealant shall be • tubber asphalt compouod whielt when heated shan melt to lb. propet _.istency for pouring and shall
solidify on coolin, to .""'iont temperatures. (d) Class 4. Non-s&g Low Modulus Silicone. The material sball be a single compooent formulation nol requirinB addition of a catalyst. (e)
Class S. Selr·\evelillll Low ModulllS SiJiame. The motorial shall be • single componenl formulation Dot requiring addition ofa catalyst. 700 _.,".",.(f) Class 6. Prtrormed lllint SWant
(PJS). The preformed joint sealant shall be an extruded e!astomeric material having a Dlulti-oiumneled abape. 00 Class 7. Self·leveling, Rapid Curillll, Low ModulllS Silicone. The mo.teriaI
shall be a two component, rapid curing, ""If·leveling, low modulua fonnulatioo. The components shall be proportioned and mi.ed in accordance wilh \he manufacturer's recommendations.
The size shown on \he plans shall be the nominal width of \he sealant. The uncompJeSsed depth of lb. seal shall be equal to or greater tIuuJ the widlb • All preformed joint ....Iants
; ..ralled by the Contractor shall bave beeIl ptequalified for compliance with the requirements. Eacb size and cOldii"ralion of seal produced by a manufacturer mllS!. be approved by
the Jlngineer prior to use on Department projects. For a sealant manufacturer to ptlIqualify and oblain approval of • sealant, detailed di""",sions and coofiguration of eacb size of
seaJant and certified test reswts indicating colllpliance with Departmental Material Specification D·9-6310 and any I\lqtIimneals shown on the plans and specifications shall be submitted
to the Engineer. S .. bmission shall be done ""fljci.ntly in advance of woIl< to allow for testing and evaluation of the material. The Engineel' will confiml by visual inspection that
the sealant proposed fot instaUation is the ssme size, configuration and manufacture as shown on plans. The Engineer will examine the sealant for any undue clislortioltll, S\Ich as dissymmetry,
warping, lhick webs or unevon width which are likely to impair Ihe performance of the joint. If the magnitude of lb. distortions are Nfficient to create doubt as to Ihe perfonnance of
the sealant, \he I!ngineer may di""t tlIat the sealant be replaced or that samples representing the worst of tho lot be subjected to further testing to verify their perforlJl8llce. (4)
Backer Rods and Badtlllll Materials. These materiols sholl be c.apablo ofholding the fluid sealant in open joints in place. In aU ""'""" Ibeae materials shall be ofsuch. type that will
not bond to the sealant. Th. 'backing materials shall meet the requirements of tbe sealant manufacturer. Thoy shall be compressible type materia!s, such as closed-cell, resilient 791

t:: ---o ') 
Product Information Silicone Sealants FEATURES Easy to use All-temperature gunnability Unprimed adhesion • Seals irreguJar surfaces • High movement capabillty • Low modulus Fullyelastie
Resilient • Good weatherability • Fast cure -typically taek-free surface in one hour or less • Long-life reliability COMPOSITION One-part, cold-applied silicooe that cures to • dorable,
flexible, lowmodulus silicone rubber joint seal 1>011 􀀨􀁻􀀩􀁮􀁾􀁛􀁜􀀨􀁾􀀠Dow Corning® 888 Silicone Joint Sealant Low-modulus silicone sealant for new and remedial joint sealing applications
in Portland cement concrete APPLICATIONS • Sealing transverse contraction and expansion joints, longitudinal, center line and shoulder joints in Pordand cement concrete (peC) TYPICAL
PROPERTIES Specification Wri""" Please contact your local Dow Coming sales office or your Global now-Coming Connection before writing specifications on this product Test Unit Result
As Supplied Color Gray Flow, Sag or Slump Nil Extrusion Rate grams per minute 90-250 Specific Gravity 1.450-1.515 SJdn..O'Icr Time,.t 25"C (n°F) minutes 10 Tack-Free Time, at 25"C (77"1')
minutes 60 Cure Tune, at 2S"C C/1°F) days 7-14 Full Adlle.ion days 14-21 A. CuRd -after 7 days at 25"C (77"1') and 50 pel'Wlt RH Elongation, minimum percent 1200 Modulus, at 150 percent
elongation, maximum psi (kPa) 45 (310) Durometer Hardness, Shore A points 15·25 Joint Movement Capabmty, +100/-50 percent" 10 cycles No failure Adhesion to Concrete. minimum elongation
percent +500 DESCRIPTION Dew Corning" 888 Silicone loint Sealant can be used as the original sealant in new concrete construction or as a remedial or repair sealant in old construction.
In new construction, it provide, lbe extra insurance needed ifall the "shrink" or contraction cracks do oot occur during lbe initial "weak· eningfl step. Thus, two or three conerete
lengths act in unison, stressing a sealant two or three times lbe design dimensions or movement. Because of its low-modulus characreristics and good exrension/C(]mpression recovery (+1001·50
50 percent oforiginal joint width), Dow Corning 888 Silicone Joint Sealant gives outstanding performance in highway, airport and bridge joints in which high movement occurs. Highway
concrete contraction! expansion joints are generally sealed to preveDt erosion ofpavement sub-base andlor corrosion of metal tie bars embedded in lbe conerete. Such corrosion results
from water and deicing chemicals entering lbe joints at the pavement surface. Sealing of highway joints also prevents spalling and breakage of concrere along the slab edge, which occurs
when notICompressibles (dirt, 
stones and/or ice) are forced into or form in lhe joint. For use in repair Or remedial applications where other joint sealing materials have fulled hecause of excessive movement or poor
weather.. ability, Dow Coming 888 Silicone Joint Sealant can be used to seal irregularly shaped andlor spalled joints. Thus, the joints do not need reforming before sealing. These joints
should be dry and free of all old sealing eompounds. Benefits Easy to use -one-component, cold· applied, ready-to-use as supplied; no mixing required; disponsed directly from bulk container
into joint by band or with an airpowered pump. • All-temperature gunnabilityconsistency i. relatively unchanged over normal installation temperature range. Unprimed adhesion -primer
1S not required for bonding to pcc. For optimum adhesion, the surface must be clean, dry and frost-free. • Seals irregular surfaces -can be used to sea!joints where spalls have occurred,
provided adequate contact is made between seafant and substrate. • High movement capability -the sealant will perform in a continuous joint movement of +1001-50 parcent. In new construction,
it will take the 25 percent movement ofeach oftwo or three slab lengths working in unison before aU the "shrink" Or contraction cracks occur. • Low modulus -the sealant stretches 100
percent in the joint with very little force. This places very little strain on the bond line or joint wall, which maximizes the probability of a successful seal with continuous joint
movement. Joint movement caused by temperature, traffic and faulting requires a sealant that does not strongly resist stress andlor shear. Fully elastic -the sealant can be stretched
to 100 percent or compressed to 50 percent of the joint bond width and held there. When released, it wiu recover 95 percent or greater of the original dimension, The extension and/or
compresslon can be repeated many times and the sealant will resume its original shape without splits or cracks. Thus, when properly installed in a highway contraction joint, it does
not 􀀡􀀧􀁰􀁵􀁭􀁰􀁾􀀧􀀠out ofthe joint during compression. Nor does it split, crack or lose adhesion during extension. • Resilient -once cured, the sealant prevents stones and other noncompressibles
from entering the joint by "squeezing" them out as SOOn as the force pushing these noncompressibles into the sealant is removed. • Good weatherability -its 100 percent silicone rubber
is virtually unaffilcted by sunlight, rain, snow, ozone or temperature extremes, • Fast cure -typically, the sealant win have a tack-free surface in one hour or less. With this fast
cure and recesscdjoint design, the road ean be opened soon after sealing in most applications. Figure 1: Good Joint Design • Long-life reliability -under normal conditions, cured sealant
stays rubbery from -45 to 149°C (-49 to 300°F) without tearing, cracking or becoming brittle. Applicable Standards Meets andlor exceeds ASTM D 589396 "Standard Specification for Cold
Applied, Single Component, Chemically Curing Silicone Joint Sealant for Portland Cement Concrete Pavements," Type NS (Non-Sag). In addition, tha Federal AlIiation Administration has
published the "FAA Engineering Brief 36 -Silicone Joint Sealants." This publication approves the use ofthese materials in aitfield situatioos. Meets and exceeds botb Federal SpecificationsTI'-S-00154
3A Class A (one-part silicone sealants) and IT-S00230C Class A (one-<mmponent sealants) that were written for CODStruction sealents requiring extremely high movement capability. Also
meets Catutdian Specification 19GP9 Type I and approximately 41 Department ofTnlllsportation (D(Jf) STANDARD JOM SHALLOW CUTJOINT FOR NEW CONSTRUcnON 1. Joint width wide enough to accommodate
movement. (For additional information on joint width, see papers by Spells and 􀁋􀁬􀁯􀁳􀁯􀁷􀁳􀁫􀁩􀁾􀀠"Silicone Sealants for Use in Concrete 􀁃􀁯􀁮􀁳􀁾􀁴􀁩􀁯􀁮􀀮􀁊􀁴􀀠Vol. It No.1, American
ConcreltJ 􀁉􀁩􀀱􀁓􀁬􀁩􀁴􀁵􀁾􀁥􀁾􀀠􀁓􀁐􀁾􀀷􀀰􀀬􀀠1981; J.B, Cook. uConstruclion Sealants and Adhesives,," Wiley-Interscicnce. 1970; and J.M. Klosowski, "Scalants in 􀁃􀁯􀁮􀁳􀁴􀁲􀁲􀁵􀁣􀁴􀁩􀁯􀁮􀀬􀁾􀀧􀀠M
arceJ DekkerJ 1989,) 2. Joint sawed deep enoul!h to allow backer rodIseaJan. placement and space for pumping ofold sealant compounds. NOTE: This epplies to standard joints only; void
space beneath backer rod in new construction is not needed. 3. Proper backer rod placement to prevent three-sided .db..;o•. 4. Sealant installed to proper depth and width. S. Sealant
tooled 114 to 112 inch (6 to 13 mIn) below pavement sudllce. 6. Deplh oflo_t sl.b detennines the amount ofrecess requirod ifgrinding is anticipated; once grinding is complete, the sealant
will have proper recess below the pavement surface. DESfGN IF GRINDING rs ANnCIlWtlm 
Table I: Recommended Backer Rod InstaUailoo (ShaDow Cut)' 􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭Measured in Inehes Joint Width 1/4" 31S" 112" 314" I" 2" Recessed Below SlIrface
31S" 3/8" 3/8" 31S" 318-112" 318-1/2" Sealant Thickness 11411 114" 114" 318" 112" 112" 7/811Backer Rod Diameter 3/8" IIr 5/8" 1if." 21H' TotalJoint Depth 1-1'/1" I'/.... 1IJ." 11/4-1l/8"
P'I&-P/..• 21/"..2'N' 21/:-2'/1" Measured iq MIllimeters Joint Width 6mm 9mm 13mm 19mm 25mm 51 mrn R-.ssed Below Surface 9mm 9mm 9mm 9mm 9-l3mm 9-13 nun Sealant Thickness 6mm 6mm 6mm
9mm 13mm I3mm Backer Rod Diamo"'r 9mm 13mm 16mm 22mm 32mm 64 nun Total Joinl Depth 2S-29mm 29-32mm 32-35 mm 41-44_ S7-60mm 64-67mm 􀀧􀁑􀀬􀁳􀁾􀁾􀁾where gd,ndicg 􀁾􀁾􀁥􀁤􀁬􀁬􀀱􀁴late:
date. the $CIlant &tid b.&ku md should be installed 50 thatSC2!ant i$ IIpp1Ol\imAtcly 318 i.ncli (9 mm) below the road su.rface after grinding 'Ieomptcte. An addmoDJl small amount !houki
be tdd.e>d to allow fur 􀁳􀁵􀁲􀁦􀁾􀀠􀁾􀁩􀁯􀁵􀁳on the bottom and to provide :n:x.mt for old $CIlMt to 􀁾􀁰up from hduw duJin3 reMbililation worlt in the 􀁾􀁥􀁴􀁾􀀠specifications that
require a iowmodulus sealant with high movement capability. HOW TO USE Please refer to the PocJret Installation Guide for additional infonnation on applications, preparation and installation
infonnation. Low-modulus Dow Corning 888 Silicone Joint Sealant easily withstands extreme joint movement when properly applied. The sealant will withstand 100 pernent ""tension and SO
percent compression ofthe original joint width_ However, the recommended joint movement design is for ;as percent (SO percent total) and not at the sealant limits_ This difference ensures
a successful seal when job site joint widths are different than designed widths. Therefore, the joint design dimensions should be less than the ultimate sealant capability. A thin bead
ofsilioone sealant will accommodate more movement than a thick bead. Dow Corning 888 Silicone Joint Sealant should be no thieker than 112 ineh (13 mm) aad no thinner than 114 inch (6
mm)_ mm)_ Within th_Iimits, the sealant width-to-depth ratio should be2:L In all cases, the sealant must be =essed below the pavement surface atleast 318 inch (9 mm) with 1/2 inch (13
mm) recess being acceptable in wider joints (see ThbJe 1)_ Consideration should also be given to other possible road-working operations, such as diamond-grinding of the surface. Activities
ofthis type would require the sealant bead to be recessed even deeper. Dow Corning 888 Silicone 10int Sealant is a norn;ag sealant. This allows its use in vertical curb joints as well
as horizontal joints-Being a non-leveling 􀁳􀁥􀁡􀁬􀁡􀁮􀁾􀀠Dow Coming 888 Silicone Joint Sealant must be "tooled" to eos\lfe good eontact and adhesion as well as to control sealant depth
and provide a recessed surface. Several deviees can be used for tooling. Among the simplest and easiest to obtain is the expanded closed-cell polyethylene foam backer rod, which must
be larger than the joint width. In new construction where the joint is • new cut, • shallow cut is recommended where the backer rod is placed on the "shelf" or bottom ofthe joint (..,.
Figure 1). Recommended depths are shown in Table 1. This design provides a f!l1l1 support fur sealant tooling, making the sealant easier to install, and further ensures good sealant/concrete
contact A shallow cut design also saves saw blades and time. In repair work: where previous sealing materials bave been ofe.joint mling type rather than a joint sealing type, or where
the joint is not broadened by sawing, a standard joint design is recommended in whieh the backer rod is slightly above the shelf. Extra spaee (114 to 112 inch [6 to 13 mm]) between the
bottom ofthe backer rod and shelf should be provided to allow for possible ''pumping'' ofold joint filling material from the bottom ofthe joint. It is recommended that care be given
to selection ofproper oversized backer, so that a finn tooling support is obtained (generally 114 inch [6 mm] larger than the joint works quite well). Dow Coming 888 Silicone 10int Sealant
is part ofa system that must include the proper hacker rod and proper installation procedures. The hacker rod must be expanded elosedcell polyethylene foam. Where irregularly shaped
joints exist, backer rod that is open-cell with an impervious skin is recommended to ensure a tight fil-Several other back-up materials (paper, fibrous ropes and open cell foam) are
available, but have proven to be unacceptable. There are several manufacturen; of closed-cell polyethylene foam and any may be used. Please refer to the Pocket installation Guide for
more infonnation on applications, preparation and installation information. 
HANDLING PRECA1ITIONS PRODUGrSAFE'lYINPORMATION REQUIRED FOR SAFE USE IS NaT INCLUDED IN THlS DOCUMENT. BEFORE HANDlJNG, READ PRODUCT AND MATERIAL SAFETY DATA SHEETS AND CONTAINER LABELS
FOR SAFE USE, PHYSICAL AND HEALm HAZARD INFORMATION. mE MATERIAL SAFETY DATA SHEET IS AVAILABLE ON THE DOW CORNING WEBSITE AT WWVWOWCORNING.COM. OR FROMYOUR DOW CORNING REPRESENTATIVE.
OR DISTRIBUTOR, OR BY CALLING YOUR GLOBAL DOW CORNING CONNECTION. USABLE LIFE AND STORAGE When slored in original, unopened containers between O·C (32°F) iIlld 32·C (90·1'). Dow Corning
888 Siliconc Joint Sealant has a shelfUf. of 12 months from date ormanufacture. K£ep containers tightly closed. Retl:r to product packaging for "Us. ByDat.:· PACKAGING Dow Corning 888
Silicone Joint Sealant is supplied in 29-fl oz (SS7-mL) disposable cartridges, 4.5-g01 (I7-L) bulk pails. and SO-gal (IS9-L) bulk drums. LIMlTATIONS Dow Coming 888 Silicone loint Sealant
is not ",commended for conditions wltere continuous waterl moisture exposure is expected. It should not be applied in to1alJy confmed spaces wbere the sealant is not exposed to atmospheric
moisture. The sealant should never he applied to wet or damp concrete or installed during inclement weather. New concrete should be allowed to cure and dry for at least 7 days of good
drying weather. For each day ofrain that occurs during that period, an additional day should he added to the 7-day drying time. For "Fastraek" or high early concrete Illi:xes, please
contact yeur Dow Corning Technical Service Representative. The sealant head should he recessed below the pavement surface to prevent abrasion from \:n!.ffic and snow removal equipme.nt.
The adhesion to substnlles other than PCC should he checked before performing full-&ale sealing. Contact your Dow Corning Technical Service Representative. This product is neither tested
nor represented as suitable for medical or pbannaceutical uses, HEALTH AND ENVIRONMENTAL INFORMATION To support customers in their product safety needs, Dow Corning has an extensive
Product Stewardship organization and a team ofPro duct Safety and Regulatory Compliance (PS&RC) specialists available in each area. For further information.. please see our 􀁷􀁥􀁢􀁳􀁩􀁴􀁥􀁾􀀠􀁷􀁷􀁷􀀮
􀁤􀁯􀁷􀁣􀁯􀁭􀁩􀁮􀁧􀀮􀁣􀁯􀁾􀀠or consult your local Dow Corning repteSentative. LIMITED WARRANTY INFORMATION -PLEASE READ CAREFULLY The information contained herein is offered in good
faith and is believed to be accurate. However, because con.. dirio!lS and methods ofuse ofour producl$ are beyond our control, this information should not he used in substitution for
customer'stests to ensure that Dow Corning's products are safe, effe<:tive, and fully sausfuctory for the intended end use. Suggestions of use sball not be taken as inducements to infringe any
patent. Dow Coming\; sole warranty is that the product will meet the Dow Coming sales specifications in effect at the time ofshipment. Your exclusive remedy for breoch of such warranty
is limited to refund of purebase price or replacement of any product shown to he other than as wartanted. DOW CORNING SPECIFICALLY DlSCLAIMSANYOTHER EXPRESS OR IMPLIED WARRANTY OF FITNESS
FORA PARTICULAR PURPOSE OR MERCIlANTABn.ITY. DOW CORNING DISCLAIMS LIABILITY FOR ANY INCIDEN· TAL ORCONSEQUENTIAL DAMAGES. 
􀂷􀁾􀁉􀁴􀀭􀀽􀀭􀁾􀀺􀀬􀁳􀀻􀀦􀁾􀁾􀁉􀁉􀀧􀁟􀀭􀀭􀀢􀀢􀀬􀀬􀀡􀁪􀁯􀁪􀁪􀁾􀀬􀀻􀀡􀁉􀂷""....,,,.,,;,,*iI;,􀂷􀁬􀀧􀀭􀀭􀀭􀀯􀀮􀀮􀁩􀁩􀀺􀀬􀁡􀁾􀀢􀀢􀀢􀂷􀀧􀁉􀀭􀀭􀁾􀀭􀀧􀁊􀁯􀀡􀀮􀁉􀁉􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁊􀀭􀀭􀀭􀀭􀀭􀀭􀁉􀁬􀀡􀁉�
�􀁈􀁉􀁎􀀬􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀁌􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀮􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀮􀀭_:;...;----------lII-1 <0 Ul I-4" MIN, --, r-411' MIN. ---.j (<;J I G: HviS ( • 􀁾􀀠c • • IIa TG-3 L ARIIPAHO ROllO (WEST)
7 • >"," ,JPRELIMINARY,' ",RENbfNG CIT'( APPROVAL ," .. :>PRELIMINARY ,PENDING ""RAfLAMEsrCA' A8PROVAL:. ..' . : T' ,;' . : DDT· 􀁾􀁘􀁩􀀧􀀠·.·,l!Clml$: APPROACH CIRCUIT DISTANCE CALCULAliON
'. __NGTIHE :III 5E& !'LUll TIME _ a £MAIU OISTIINCIi >3\1' " 8 I.. SEC _$ I'U!If£D V_ TIME Iiii..US tIME FOR _ REII'OHIiE ' 38 "" SEC 4iIU if'Lus TIME __Ie 􀁐􀁒􀂣􀀺􀁾􀁉􀁜􀁉􀁎􀀠/0 .1;lt!'i;
EtlIMI.$ CIRCUIT __ "HI!. lt1. IiI43 5E& TIllES MfoXIIU4 PLANNED T!lAIN SPEEQ 11TIMES !lATU! I/f' FEET PER SEClNl TO MIl.! PER IQJII HIlI iEOOAi.& __CIRCUIT DISTANCE WITH Am' FRACTIONAl.
VALUE lNCA£ASIiD TO FULL IMT 143IIn (",110 
·. '''' 'If' \ I I 1 'C. (/'8' 4 􀁾􀀠M.P.... ARAPAHO ROAD ("/CST)00'1 "'I2l 'I7eP MERICA, INC ---.-... ---􀁾􀀠\IIIEIDIIIlIID CAlI.! DGNO 􀀧􀀭􀁖􀁟􀀧􀁾􀀢􀀢􀀢􀀢􀀢􀁟􀀬􀁶􀀬􀀭􀀮􀁶•• ,, 10/11/2004
2:20:16 PM 
•• "PENDING CIlY APPROVAL' ' ." ',' -.. 0,' ...... ., ;'Y*"'--"-,,' . :'-􀀬􀀬􀀭􀀭􀁾􀀭" 􀁾􀀧􀁟􀀢􀁾__􀁾_____􀁾􀀠.,If_IJI,sqllle!<4sr IV)'4" f'"/f!1ft r.1t:) ( I • tiIlIEJJ\. a'l1£=rr.Drllt'
_Ill< IS '16 AVB mx UM.\lS6 ' 2. 􀁾􀁾􀀦􀁾IJm1ffiNC=1.B' T"= FDR 3. _ITTER I/llfE TI AMI TI NUST lIE RUN TO TIE 1'!tIICK _OW SIlllI OF CRDS6111D. 􀀼􀁾􀀠SEC 4 IIEC '1'41 SEC 18_ UJlS ElIUAL6
AI'PI1IIACIf CIRCUIT OI$TI\HCE WITH lINt I'IIACTlIlNAL YAI,\I! _ASEO TO FILL UNIT leMFT _IZEA--AIII!E$TER TO _ 􀀮􀁾􀁖􀁾􀀽􀁾􀁆􀁄􀁄􀁔􀀠ME TD BE _0 FROM TIlS APPROACH CIRCUIT DISTANCE CALCULATION
P'RE-...lMINARY, 􀁲􀁁􀀧􀀬􀁾􀁾􀁾􀀢􀀧􀀦􀁩􀁾􀁾􀀱􀀠􀁾􀁾􀀻􀁲􀁾􀀽􀀡􀀺􀀺􀀻􀀧􀁈􀁩􀁩􀁣􀁬􀁪􀁕􀀼􀁅􀀮􀀠􀀺􀁁􀁉􀀺􀁾􀁟􀀧TMQI: \ BASE V_IHO TJIiIE 38_ 􀁾􀁾􀀠P\.US TIME FIlII CU;_ OllnN«:£ ) 3!Y ';1
SEC I!llUAI.II PLANNEO _ tIlE {£ ( .H' P\.US TIlE FOR I!IlUlPMI!IIT I!EIlPIIIISE Pl.US TIME FOR TIW'IC PIIE·EMPTION CI EQUjU ClRCIIIT Al'PR(IACH TIME ,":.1S)TIMES __ IUllNED TltAIN 8PIID
.......... TIMES RATIO OF mr !'Ell _ TO MILE PER HOOII 
\ \\ \ \ \ '=,,...,,---------J'V/HIAtllI1 􀀷􀀿􀀩􀁦􀀢􀀮􀁴􀀱􀀬􀀭􀁾􀀭_ 􀁾􀁃􀁌􀁴􀀡􀀧􀁉􀁦􀁴􀀺􀁴􀁁􀁾􀀠􀀧􀀭􀁾􀀠􀀬􀀬􀁟􀁾􀁾􀁐􀀯􀁾􀀢􀀢􀀧􀁉􀁦􀁉􀀱􀀯􀀱􀀱􀁴􀀡􀀧􀁅􀀠IS. '" '75 J' -....􀀧􀀭􀀮􀀮􀀮􀁶􀀭􀀮􀀮􀀬􀀮􀁾􀁟􀁾􀀮
􀀬􀀬􀀢􀁾􀀬􀀮􀀬􀁟􀀠,/GAllJl.CINl UYCIlT 􀀮􀁾􀀠'" 'N' d 1\ fa 􀁾􀀠'C' \ \ \ II31II _N 5OUNO BLVD.''''' BOCA RATON. FLORIIlA ," '(tZ).= " -" 􀀢􀀧􀀭􀁾􀀬􀀠.I "'-.c· ". " :,' . TO ...􀁾􀁾􀀢J'
1>,gf)!.WI . IUIAD !liotUc/, " "---.-" ---------._I>IIU DGNO CABlE & FOUG\nDN PI.A/j ARAPAHO AD. lEAST> ADDISON. TX ''l21 q71!1t MILEPOST 
.."" ", 􀁾􀀠IIOTIl,iI:, 􀁾􀁪􀁦􀀩􀀧􀀭􀁜􀀠􀁤􀁾􀀠("'.ir r..IYe ) ....􀁾􀁲􀁴􀀮􀁊􀁃􀀮􀀠WI -5t> '1"0· . I -3#11.4 T;«!.AC.":"L '/,,,, AflAPAHo 􀁾􀁁􀁲􀁲􀀠\ HoUSE. . ./1'I1J;r '11/􀀱􀁖􀁲􀁊􀁴􀁦􀀮􀁾􀀢􀀧􀁩􀀹􀀠I
"Q .t ,n-<lV. iI4I RAllAMERICA, 􀁉􀁎􀁃􀀮􀁾􀀬􀀮􀀭􀀭􀀭􀀺􀀠DG 
.., to. _, "PRELIMlNARY '.' PENDING RAILAMERICA APPROVAL' . 􀁾􀀮􀀠, '. 􀁾􀁾􀀠. _ #7.1$11) 􀀱􀁬􀁁􀀱􀁾􀀬􀁾􀀱􀁊􀁾rvt 􀁾􀀭􀀭􀁾􀀺􀀠-oJ',􀀳􀁾􀁊􀀡􀁩􀀺􀁾􀀷􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀺􀀻/111..􀀻􀀧􀀺􀁩􀁉􀀧􀁁􀁥􀀺􀀭􀀨􀁊􀁾􀀧
􀁊􀀨􀀧􀀺􀀡􀀧􀁊􀁾􀀡􀁁􀁦􀀮􀀻􀀺􀀻􀀻􀁾􀀻􀀺􀁽􀀻􀀻􀀷􀁾􀀠􀀧􀁾􀀧􀀭. (:3:3:C.,..·. L ___.G'ol. I I I I I I I I I I I I I I I I I I I I I I I 1.A--fS._' I I I I I I I I .,' , ., -I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I M.P.-,s" 768H ADDISON ROilD DOT "II'I8.MI I I I I I I I I I I I I I I I I I I ORA..... OES1GlEOI .0"" 􀁾􀁈􀁅􀁃􀁋􀁅􀁏􀁴􀀠DATE. , ! , , , 􀁾􀁍􀁾􀀮􀀮􀁊􀀱􀁉􀁲�
�􀁾􀀠L _.""-,__ _􀀮􀀬􀀬􀁾•..!"'_, . ,.,' ---__1 ------_-.: '7e<i 
Archer Western Contractors July 20, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Guy Van-Baulen RE: Lane Closures Dear Guy: Archer Western requests that the Town of Addison
considers the utilization ofdaytime lane closures on Midway Road, for the forming and placing of diaphragms on span # 9 of the Arapaho Bridge as well as decking work. The lane closures
are needed to assure the safety ofthe public as well as NW employees while placing formwork and concrete over the Midway traveling traffic, The times and dates are as realistic as I
can predict at this time. The Town is guaranteed that no closure will be set or left in place that is not necessary. NW requests that the closures be allowed at the off peak hours of
9:00 AM to 4:00 PM, We have had an occasional lane closure during these hours and the impact to the public is minimal. The schedule ofthe closures will consist of the following; Northbound
Midway various lanes 7-25 thrn 8-9 Southbound Midway various lanes 7-26 thru 8-19 Messages boards will be used to forewarn the traveling public. Don Good Project Superintendent 2121
Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817,640,3898 A Member of The Walsh Group An Equal Opportunity Employer Fax: 817,640,8734 www.walshgroup.com 
c t 􀁾􀀠I.u 􀁾􀀠􀁾􀀠􀁾􀀠--.l +'" 􀁾􀀠.....,.. [ 􀁾􀀠􀁾􀀠[[[] .. ... .. ... .. .. .. • • 􀁔􀁾􀁐􀁲􀀮􀁃􀀬􀁱􀁌􀀠 
• • • • • 􀁾􀀠--.'I ±: ..., ;,q 􀁾􀀠􀁾􀀠!ffj 􀁾􀀠::":» 􀁾􀀠[ •• 􀁾􀁾􀀠􀁾􀁾􀁾• :Q 􀁾􀀠-􀁾• • ... 􀁾􀀠" • .' . • • • ...-• 􀁾􀀠" EJ 
Archer Western Contractors July 20,2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Guy Van-Baulen RE:. Lane Closures Dear Guy: Archer Western requests that the Town of Addison
considers the utilization ofdaytime lane closures on Midway Road, for the forming and placing ofdiaphragms on span # 9 of the Arapaho Bridge as well as decking work. The lane closures
are needed to assure the safety ofthe public as well as A/W employees while placing formwork and concrete over the Midway traveling traffic. The times and dates are as realistic .as
I can predict at this time. The Town is guaranteed that no closure will be set or left in place that is not necessary. AlW requests that the closures be allowed at the offpeak hours
of9:00 AM to 4:00 PM. We have had an occasional lane closure during these hours and the impact to the public is minimal. The schedule ofthe closures will consist of the following; Northbound
Midway various lanes 7-25 thm 8-9 Southbound Midway various lanes 7-26 tbru 8-19 Messages boards will be used to forewarn the traveling public. : : Don Good Project Superintendent 2121
Avenue J, Suite 103 A Member of The Walsh GroupArlington. Texas 76006 An Equal Opportunity EmployerPhone: 817.640.3898 Fax: 817.640.8734 www.walshgroup.com 
'f-[i-. 􀁾􀀠. -l ......±: 􀁾􀀠􀁾􀀠'" 􀁾􀀠""'"> fliPIIJII'( 􀁾􀀠... .. ...D.::-» 􀁾􀀠􀁾􀀠c 􀁾􀁾􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭"L .. <f. T'Ipr:CIfL 
􀁾􀀠+-. . -l ±: IU '-{ Ji:JPQ 􀁾􀀠􀁾􀀠• • •••• ... " .. • • •.. . • 􀁾􀀭􀀭􀀭􀁾El T<lf'ICIlI 
Archer Western Contractors July 192005 Town of Addison 16801 Westgrove Drive Addison, Texas 7500 I Attn: Mr. Steve Chutchian RE: Town ofAddison Span #9 Structural Analysis 􀁾􀀠Dears/e:
Archer Western Contractors has proceeded per your request and direction with a structural analysis ofthe bridge components at span #9. As requested by the URS letter dated June 17, 2005
and furthered by Steve Hages ofHNTB in the meeting on June 17,2005, Archer Western Contractors will provide a step by step analysis fur the entire structure. Arcber Western Ccntractors
bas obtained the services ofJanssen & Spaans Engineering to perfonn the structural analysis as requested. Their proposal for engineering services is approximately $45,000 and a time
schedule of6 -8 weeks to complete the analysis. Archer Western Ccntractors believes that the structural analysis is beyond the scope ofthe contract plans and specifications. The contract
plans state "The contractor shall submit fur review and approval to the engineer, calculations ofthe influence ofhis erection sequence,loads and details on the structore, in accordance
with the project specifications". Archer Western Contractors have reviewed the project specifications and does not find where a structural analysis ofeach bridge component is required
by the specifications. Archer Western Contractors respectfully requests a change order for this work and the additional days. The final amount to be forwarded at a later date. [[you
require additional infonnation, please contact me at 817-640-3898 or 817-401-7202. Sincerely, I iBen Withered Project Manager Cc: Don Good 2121 Avenue J, Suire 103 Arlington, Te><as
76006 Phone: 817.640.3898 Fax: 817.640.8734 www.walshgroup.com A Member of The Walsh Group An Equal Opportunity Employer 
$IIW1'8 CUe,. 15150 Stwveyor Blvd. Telephone (912) 361 • 0064 The HNTB Comp.nr.. Addfson, TX 75001 racslmlle (912) 361' 006S En9fneefl Ardlltect.s ?iannet'1 www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue or HNTBSuite 103 Arlington. TX 76006 Request for Information Response July 18. 2005 Originator: Andrew Scheennann RFINumber: R-AWOI04 Snbject Revised Grades
Addison Patking Lot Request: Please Reference the response to RFI 94 and attached drawing Archer Western has received and reviewed grades for the Addison road parking lot and discovered
the parking lotwill still hold water in one comer. The pipe and inlet are aln:ady insta11ed. Please review the attached infonnation and provide Archer Western with a solution. . Please
provide this information as soon as possible as not to delay the project. RcspoDSe!Action Taken: In response to your RFI # 104. Please find attached a sketch showing the raise the top
ofr and gutter at the Northwest 􀀭􀀲􀁪􀀺􀀻􀀺􀁾􀁾􀁾􀁾􀁾􀀱􀀠 􀀮􀁾􀀠By: Guy Van Baulen. E1T Date: July 18. 2005 HNTB Corporation Cc: File Steve Chutchian. Town ofAddison Jerry D. Holder.
HNTB Corporation 
\ \ \ \ \ \ \ \ \ \, \ \ \ \ ' \ \ \ \\ \\\ ' \\ \ i[ " \\ \ 
......ew,. 0 •• 15'150 Sutvtyor Blvd. Telephone (972) 361'" 0064 The, HNTB Companles Addison. TX 75001 r.csIm!le (912) 361-0065 , Enqlneer5 Ard\ltects Plllnrlltr5 www.hntb.com Archer
Western Contractors. Ltd. 2121 Avenue T HNTBSuite 103 Arlington. TX 76006 Request for Information Response July 18.2005 OriginatDr: Andrew Scheennann RPINumber. R-AWOI06 Subject: Revised
MBNA Parking Lot Request: Please Reference the attached Shltch Archer Western discovered that the Oncor power pole for Absolute Systemswas not installed in the plan location. A dirt
mound is to be insta11ed aver the buried conduit fonn the Oncor power pole to provide adequate cover over the conduit The location ofthe mound will interfere with the proposed parking
lot. Through field discussions with HNTB. Archer Western was directed to reconfigure the parking lot to miss the mound. Please confmn the attached changes to the MBNA parking lot configuration.
Response/Action Taken: In response to ynur RFI #106. This is confirming that Archer Western was given the approval to relocate an additional parking lot from the westend ofthe head on
parking to the north and make prevision for it at the eastend of the lot to allow for the required clearance for the Oncor conduit See revised attached shltch which was previously issued
on June 14,2005. 1 --􀁉􀁺􀁾􀀺􀀭By: Date: July 18, 2005 HNTB Corporation Cc: File Steve Chutchian. Town of Addison Jerry O. Holder. HNTB Corporation 
o zo 40 60 eo JSCAl;: IN FEn 􀂷􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀠N RemOlllE A.f'Aall.iNd-SPII'e AND 􀁦􀁬􀁥􀁬􀀮􀀮􀁣􀀾􀁾􀀮􀁔􀁥􀀠AT Ef\.SoT Ii.f.\I> WHEEL STG' 267.5' --" I' ,I i 􀁾􀀠, !L ____􀁬􀁟􀁾􀀠......._-!
I'" \ \ •, { PROPOSED CONCRETE PAVEf.£NT (NO CURB ANO CUTTER) , .n " 􀁾􀀮􀀮􀀮􀀮􀀻----;;;;;; -------.:::.'.􀁾􀁜􀀠MATCH A 1.; (. .. >􀁔􀁎􀁓􀀷􀁾􀀠.b, 'yrE '1/􀁉􀀽􀁉􀀩􀁬􀁬􀀬􀀬􀁾􀀠,5n. 5:.
+-+0-􀁾􀁔􀀠7 I " :-,;1, +-:-1'\. \, ABSOlUTE SYSTEMS,LTD , \ \ ANY VERTICAL OBSTACLE (CURB. BUILDING. STAIRS. 􀁅􀁔􀁃􀀮􀀩􀁾􀀠PLAN SECTION VEHICULAA WHEEL STOP DETAIL NOT TO SC;lLF; REBAR
P1N tz PER STOP) NoTE: SEE SHEET C..1 rOO PARKING GRiDlNC PU/'I, LEGEND PRCPOSED SQ.IO .." WHITE STRIPE PRCPOSEO P}RKlNG LoT PIJ'IKING MBNA 
The HNTE' Ce:n;:::::!1!e: 15150 􀁓􀁵􀁲􀀧􀁊􀁾􀁜􀀧􀀺􀀺􀀺􀀻􀀠􀀺􀀺􀁾􀁶􀁤􀀮􀀠TC;..:-pM!"'.C ("912) 361-['054􀁆􀁮􀁬􀁊􀀡􀁮􀀡􀀧􀀨􀁾􀁲􀀼􀀻􀀠􀀡􀀧􀁬􀀮􀁲􀁲􀁨􀁩􀁴􀁾􀁤􀀩􀀧􀀻􀀠Plt\tln,,;;. ¥="1!t:)';ifl".i!t'
(g7?; 1t-:HlOfi=-i wwwJmtb.com HNTB Job F. 2576B" Arap.mo Roud !:'haslO 111 VIA Hand Oeliyeroo july 14.1uilS To:: $leYtt CilUkhianLetter Gf MNTRTo"h"""!'1 ofAddis-onT'iiiismiHai --...􀁾􀀠.P.U.BOA%iG
16001 Westgrove Drive Addison, TX 7,nm We are forwarding to yOU! F:-;!ir!1i;jp,> R2pcrts Ch<!l-fJ(!E' (Jrder r,Dni\ l!: Shop Drawlr.gs [ii.,k Samples: CO!N of lE'ttE'f 1 􀁾􀁵􀁨􀁭􀁩􀁈􀁡􀁩􀀢􀀡􀀱􀀠6K
f ISuhmitta1#69.l I 6/28105 Irrigation Controlier -Make 􀁃􀁯􀀮􀁲􀁲􀁾􀁣􀁴􀁩􀁯􀁭􀀠Noi:¢d Mini eli¥: II Rain Sen$Ol:" Amend.and Resubmit ! . i 2 􀀭􀀢􀀭􀀲􀁾􀀭􀀢􀀭􀁾􀀢􀀭􀀢􀀠Subm.i«;("/i·78.1
-1 "6fZ8ffi-S:---:;:---:-==__...__L... =_ f 2 St;brnith"1/r. 79.! ; 5!1.'2!fOS 􀁲􀀭􀀭􀀻􀀻􀀲􀀭􀁾􀀡􀀠􀁾􀁜􀁴􀁢􀁭􀁩􀁴􀁴􀁡􀁬􀀠􀀣􀁣􀀻􀁬􀀼􀀻􀀺􀀻􀀢􀀮􀀱􀁾􀁔􀁃􀀶􀀻􀁣􀀻􀀯􀀲􀀸􀀯􀀨􀀩􀀵􀀠. i ___􀁾__JI
These ere transmrtted: For your usc Resubmit For Review & comment hleiu['(j X No E".lI:ceplion hjken 1!'_ Make correctlens ncted J r I 􀁵􀁦􀀰􀁾'"1 By. Guy Van. EhHIk-n, ElY COPY' io:
I-ile 
TINt HIITB 􀁾􀁉􀁯􀁳􀀠Engineers Architects 􀁐􀁬􀁺􀁭􀁮􀁾􀁳􀀠15150 SUf'ley>or Blvd. Addison TX. 75001 TelephOne (972) 361-0064Facsimile (972) 361-0065 www.hntb.r::om HHT£I Job # YIA 25768
• Arapaho Road· Ph...ill lJ:.nd De&vemI 0_ Ju1y6,2005 To< Steve ChutdlianLefler of TownofAddison =-tNTBTransmittal P.O. Box 9010 16801 Wettgwve Drive Addloon, TX 75001 ShopDzawingsl
Calalog Cub Submittal> w....... lorwanlll'l9 tD you: Estimates Plan. X Prints Reports Shop Drawings Samples __ 􀁃􀁾􀀮􀁮􀁧􀁥Order Disk Copy of lefulr Book other # of Copies Drawing #
last Dated Code Description 2 ISubmittalSl.l 6/28/05 -Roadsaver Silicone SL PrimaWCrako ( Silicon_Joint Compound) 2 I SUbmittal821 6/28/05 HBR Backer Rod -PrimatefNomaco (Backer for
pavement joint) 1 . Pages 1to ji'" Sll6/0S Prequalified foint Sealers -TxDOT Those ..... t,..nsmitt"'" For approval As requested Copies for distribution 􀁾 For your use Resubmit 􀁾for
Review & comment Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted Ple........te: 􀀩􀀺􀁴􀁾􀀹􀁾􀀠􀁾􀁴􀁯􀁉􀀠File 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28. 2005 Submittal # :,-1___-=82:;..:.,1___-'
To: Attn: HNT8 I Town of Addison 16801 Westgrove Addison, Texas 75001-9010 (972) 450·2886 GuyVan-Baulen Project: Arapaho Road Phase III New Submittal: X Re-Submittal : NW# 204059 Engineer:
HNTB Submittal Specification Reference: Description of Submitted Item: H8R Backer Rod Manufacturer/Sub/Supplier: Primate I Nomaoo Related Section /Drawings: Additional Comments: Lm ________-'Ad=d"'is
o"'n'--__-'____---'Backer ROO: for the eRe? Paving Joints Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract
in all respects, except as otherwise Engineer's Stamp Indicated." Sign: Title: Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 28, 2005 Copy: 
-------------------p.s PRIMATE CONSTRUCTION INC P.012B 05 01:53p 􀁕􀀢􀀧􀁌􀁬􀁊􀁾􀁒􀁾􀀠􀁐􀁾􀁏􀁄􀁕􀁃􀁦􀀧􀁓Jun .. _. w_ 􀁾􀀳􀀠􀁾􀁾􀀻􀁾􀁾􀀠􀁾􀁴􀁬􀀠8V. 􀁾􀀮􀀠7136561032 BACKER ROO 􀁉􀁾􀁾􀁾􀁅􀁾􀁾􀁂􀁒􀁑􀁐􀀮�
�'Ii.. : J! TYf>I! 1C -Cyfirll:irical. llexible saal",,! bacII!ngs tJOmtlOllI!d preduminantly cd do6ed oen malerial perASTM C 1330, for NOMACO usa wilh cold IIPPfied sealants FORM: ROi.rid
Foam Rod TEMPeRATURE LIMITS: 045'1" to 100'F SltVh tt DlLI-t)/P"tl.l","",,,',, "··'·W· " .. \1....,<;.' .. ;'"•.,' 􀀢􀀧􀀧􀀨􀁉􀁾􀂷􀁉􀁙􀀠'11 􀁾II i ! Jl E NOMA SPEC SUBMITIAl SHEET II0000pooslng
(No. "'-, IICM',*",,"-""1 ('II; v:r u ;liS' 10 21>00 762 2 SIZE SIllEC'!ION (Tot>Ie 1) 􀁉􀀧􀁾lIIze 􀁾􀁏􀁉􀀧I$ln1jXlll>o I, '" 􀁾􀀠con\i'Ol.lt1a depth o/1he ow!ant boad. ft moot bo OIIeni!:ed
lo ft. Ughlfy InIo 'he jo\'1t. and 1\t1c. 000 as a􀁜􀀺􀁬􀁯􀁮􀁤􀁉􀀩􀁯􀁾to p!eVen\ botIom-si:le <I':i..:sion o/U-.a seQIonl JOINT PREPMA'110N (I'avements) New):><lIs i'l1USI bo _!'led1I10000000hIy,
",moving any OO!1CI1!le ixm relMSC ageelS. OJIlng 􀁯􀁯􀁲􀁲􀁰􀀺􀀻􀁵􀀡􀀱􀁡􀁾􀀮􀀠1a1131lC<!. or any for· ego rnatsieI$ FI9!!hIj sawed joints 􀁾􀁫􀁬be washe:lllilh \'Jiier i1m!OiOOlII aJlerward
to te:1"(M) any kx>se m.!arial rom IJ1e jOi1t I!ces. Wfe bru!/'ing. SilIldblaslirl;l. high-ilrestur6 wa1er, or any com· bh!lIlen 􀁯􀁦􀁾􀁯􀁇􀁵􀁥􀁳sholJld be used to lOO1OVe conIaminants
Ill· rnalni'lJ ()I1ihG )011'\ 􀁾􀀠 be cIeiIn and dlywten Ihn!leW 􀁾􀁮􀁴􀁩􀁳inslaIi'!O. In 􀁾Old joinlS. aaCl\1 􀁾􀀬􀁾or!ilermust 􀁢􀁯􀁾􀀮Tl1lIcan be<ilne by CUillllIl '" 􀀬􀀪􀀱􀁗􀁾Olt"1<1
'*f malEIIl:lI Ql' usrg 30)1 olhor 1JIIl(>!dule l:iu<dl:lbo_·e. INSTALI.A'OON II< seALANT PI.AC!!MENT (6o.1ding$l JUit pOOl' 10 pl;tcing II\i) bar'..ker rod. ,wooljoints J:e' til. ""ala11
nmt.<fadure(sreoomonend.lioM. 􀁁􀁩􀀧􀁾􀁵􀁳􀁏􀁏􀁬􀁢􀁲􀁴􀁨􀁬􀁓􀀠piJl'p(l$e must beequi:l* w,\h Wps !Qr ItlTlvvalQf 01 II1d rroisllm!. Inolan the bI\el<ar rOO all'!<> deplh recomo'16I'lWd
by !he SI!/lIa.,1 rIl!lI1llfacl,.er will a b01l1 kxl orroller. Rei... to _,""1\vfat;· 􀁾reoorT'IlK:!i1<l8lioos. &/11' 11:'-13 1550 310' lIIS" lIIS" Ie 1100 ,,71S' 􀀱􀀱􀀡􀀱􀀸􀁾􀀠. 1&
G5U 3& 51 3M" 1 19 SS<> <00 SS2 36D 7.0 ,« PRECAUTIONS 00 J\ot 􀁰􀁵􀁮􀁣􀁴􀁵􀁲􀁾􀀮􀀠over compress cr strelch H8R+-duflng llitierw lion. 00 ""t uso wlln hOI applied 0.a'81\1$. rests for
b.'· gassing of oold applied '''DIDOIS shall be "",de rn a.:oordance with ASTM Tesl Melr.Od C 1253. Genlonl compatibili\y should "" oonfirmed by the sealant manufacturer. CompaUbllily
char· acteristlcs 􀁯􀁦􀀮􀁾􀁥􀁡􀁬􀁡􀁮􀁜􀀤􀁬􀁮􀀠contact With sM••n! backings call be determined by ASTM T".t Methort C 1087. ,m -..'n -I ••" ...... ' ... 1 .,..J ..... ! 12 • 33. 259 "18"1,18"1'31"
loe llf';dS'x3'" 􀀱􀀲􀁾􀀠IS"lt18")::,!,/N '68 12"x22)( 74flO 1,<22">< 14" 7J 12')c22",.. lit .. To ensure agood sealantllond.]I:illts.l1\I1It 􀁌􀀮􀀮􀀻􀀻􀀮􀀮􀀮􀀮􀁌􀀮􀀮􀀺􀀮􀀺􀀺􀀮􀀮􀀮􀁴􀀮􀀬􀀮􀀻􀀺􀀮􀀮􀀮�
�􀁴􀀮􀀮􀀮􀀮􀀺􀀮􀀺􀀺􀀮􀀭􀁊􀁌􀀮􀀮􀀮􀀺􀀺􀁾􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀁌􀀺􀀺􀀺􀀮􀀮􀀺􀀮􀀺􀀻􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀀮􀀻􀀻􀀮􀀮􀁊􀀻􀀮􀀮􀀺􀀺􀀺􀀮􀀮􀀮􀀺􀀮􀀺􀀺􀀮􀁊􀀠􀁾􀀠
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28. 2005 Submittal # :LI___-=.82:::,.:..1___-'
New Submittal: X To: HNTS I Town of Addison Re-Subrnlttal : 16601 Weslgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III NW# 204059 (sn) 4S0-28es Eng;neer: HNTB Attn: Guy
Van-8al.lIen Submittal Specification Reference: Description of Submitted Item: HBR Backer Rod ManufacturerlSublSupplier: Primate I Nomaco Engineer's Stamp Related Section I Drawings:
Additional Comments: BaCker Rod for the eRe? Paving Joints Contractor's Certification "Having Checked this submlss!on, we certify -that it conforms to the requirements of the Contract
in all respects, except as otherwise Indicated." Sign: l1ne: Asst. Project Manager REnfiewed by: Andrew $cl1neemaOrl Date: June 28, 2005 Copy: 
p_B281-441-3414 PRIMATE CONSTRUCTION INC 28 05 01,53p -,Jun .. _. 􀁾􀁾􀀠􀁾􀀷􀀠􀁗􀁾􀀻􀁾􀁾􀀠􀁾􀁴􀁬􀀠713686H332 BACKER ROD 􀁉􀁾􀁾􀁍􀀺􀀠􀁈􀁂􀁒􀁾􀀠l.:, II TYl'I! I C -CyIIndriC$1. 􀁡􀁥􀁾􀁩􀁢􀁉􀁥saal"nl
bacIIIl'l\IIl 􀁾predominantly CI e!oeed 􀁣􀁥􀁾􀀠􀁭􀁡􀁴􀁥􀁾􀁡􀁬􀀠per ASTM C 1330, kit' usa \\;Ul COld I!PPfied sea\arlls FORM: ROlI'Id Foam Rod TSl'iPERATUREUMITS: 04S'F 10 16O"F NOMACO
NOMA SPEC SUBMITTAL SHEET SIZE SElECTION cr_l) 1'l1»li'5/Ze MI<Id.:<' I$In1PO' '.n' "" 􀁾􀀠<)QIll:IoIs Il19 depih "'tile .....010-1. ftmuotbo 􀁾til IittighUy into the joi1t andlu1c1011
as aboridI)\l.lJ..er to Pl9ven\ \lo!Itlm-csi:lo 􀁩􀁤􀁾􀁮01 U'l6 sealanl JOM'PRSPAM11ON 􀀨􀁐􀁾􀀡􀁊􀀻􀁊􀀠New jQO'lts nutbo _ Ittoroughiy, rel"OOVing any =--------------.. ----.::1!!Vh
n OU_M'f P-fj.>t 11".-:, 􀁾􀁩􀁬􀀧􀀱􀂷􀀠II,,!,} , (U" .... r \J"" .. 􀁉􀁾􀀮􀀢􀀬􀁩􀁬􀁤.. '"I' -r,', 􀁾􀀠I I,e' 􀀢􀀧􀀭􀀧􀁾􀀠" .'rn!'" Iy 'I'), f' ':4' \'" I vJ 3110-1\)lltss 1/4" • 3IS"
! 10 11113 :!f8" 1& ,,'t1116' 13 31"1" i 19 '2 71S" [m l' 1fe-I􀁟􀀮􀁾􀁧􀀠􀀬􀁾􀀢􀁓􀁉􀀸􀀭I 41 2" : fit 2112:-\-" 04 3000 26CXl 1550 1100 e50 5SO 400 5S2 360 740 1... 1091 ?G:! 472 l:l'
,09 199 1122 HiS 110 73 . '.􀁾􀀠. 􀁕􀁉􀀢􀀧􀁉􀁉􀀻􀀱􀀸􀁾􀁸􀀳􀁖􀀠U'·l. 􀁴􀀸􀀢􀀢􀀳􀀱􀁾􀀠le·lIHS'l.01'" Hr.18,,),3i12",22-' H' 12 \ 12 : lZ 'Il. la • 18 I$ 18 ! a ! mn fl!1ea5e agents, OJrlng
CO!1lJOUIId 􀁾􀀬􀁬􀁡􀁬􀁬􀁡􀁾􀀮􀀠or arry b"ei;;n!1'\l!\!1ials FmeI1tt wvedi.linlS shwld be washed v.ilh wal!!r inmGaiaelt al!erward to m<11OvC ar>J Ico$e M'l6blriaI tom \he jor1t fac:es,
Wre bnJ!i'IitIg. S811:!bIasIirg. 􀁾􀁨􀀭􀁰􀀡􀁥􀁳􀁳􀁵􀁲􀁥water, or <lilY comIli1l!tOrI 􀁯􀁦􀁴􀁥􀀼􀀺􀁬􀀧􀁬􀁮􀁾sI'IOVId be used to _ CIlIlIamin<ll1lS 1'9' malni'r,J 01\ IhEI j:)Inl \;X(l
To enoure agood sealoolbond. Joints most ................;;..&. .......... ...;.;;.....I...;.;...................􀀭􀀭􀀮􀀭􀁾.....-" 􀀷􀁾􀀠90 􀁢􀁥􀁯􀁯􀁮􀁡􀁮􀁤􀁤􀁴􀁹􀁷􀁨􀁥􀁲􀁬􀁬􀁨􀁣􀁴􀀢􀁬􀁥􀁬􀁗􀁷􀁡􀁬􀁩�
�􀁬􀁬􀁬􀁩􀁳􀁾􀀮􀀠InrGpairlng Old pn!II. at <;j(I \lO!a""t or.most be 'erroved, This can be dJne by c\Jlllng '" bll1wng 0.(!he otj matSltlIor ".'fog any OIt1cr pl!lC<!dutf! b;tId'" be
el!eclA'C , 􀀱􀁎􀁓􀁔􀁁􀁾􀁉􀀮􀁁􀀧􀁜􀀧􀁉􀁏􀁎& seALANT PLACEMENT (BuildIngS) Just 1lOOI' 10 plilting Il19 back... rod. oon..jolnl3 pel' 􀁾􀀬􀀮ocal;r:t rrwttiadurer's """"",nendaGons, ,...<X>rrjlre&llOl1
i usea fOrUlIs JlUrp:lSe must 􀁢􀁥􀁥􀁱􀁾wllh veps kit' ""nova! of\lII and lTXlistulll. Inslan Il19 bQcI(llI" /Q<l alltle depth recomll1ended by \he fIejllall' 􀁭􀁡􀁮􀁵􀁦􀁡􀁣􀁾􀀮􀁥􀁲􀁷􀁩􀁬􀁨a
bl.Jllt loci or roiIet . R<I!er 10 se:uml manufac\utei'> r=1t111r:<ldalions. ! PRECAUTIONS 00 not punct:ure, over compress cr 5trr:tch 􀁬􀀭􀁉􀁂􀁒􀁦􀀮􀀻􀁴􀁊􀁬􀁉􀁮􀁯􀀹􀀱􀀱􀀧􀀱􀁾􀁥􀁲􀂭lion.
0011<>' uso wltll hot applied sealalllS, lasts 'Of 1Mgas.lng of cold applied ""ttlant ••hell be "'ade In acoon:1ance with ASTM To.! Mett.od C 1253, Sealant 􀁣􀁯􀁭􀁰􀁡􀁕􀁵􀁩􀁬􀁾􀁹􀀠should
be """finned by Ihe sealant manufacturer, CompaUblli1y char' acterisUcs of.l"'alanIS In contact Witil sealani bacl<JngS can ue delem,I"" by ASTM Test Method C lQ87, -'9"(,f<)' ••"'1'''.'
""-f"lId,,'" 􀁏􀁍􀀮􀀬􀁾.. tl>t ..,_....,. <>I 􀁾􀁾􀀬􀁭􀀮􀀮􀀢.."\II.fIIl<J \lilt 1»1'1:11 'd... 􀀱􀀱􀁾􀀱􀀢􀀢􀀠III 􀁾􀁦􀁴􀁏􀀼􀁬􀁬􀁬􀁩􀁵􀀮􀁬􀁩􀁕􀀺􀁬􀁜􀁬􀁬􀀮􀀢􀀧􀀮􀀻􀁏􀀠h\ 􀁾􀀧􀁾􀁴􀂷􀀮􀀠􀁪􀀧􀀡􀁑􀁦􀁬􀀺􀀡�
�􀀢􀀢􀀧􀁾􀁾􀀧􀁹􀁬􀁶􀀼􀀠H: .... U "'.....""" 􀁌􀁾􀀠􀁊􀁉􀁜􀁲􀀮􀁉􀁉􀁉􀁜􀀩􀀧􀀹􀁉􀁾􀁾􀀱􀀠1!1 􀁴􀀢􀀢􀀧􀀻􀀢􀁷􀁾􀀬􀁾h.... 1M Mfi:!h It"" ....JU4"W OIl n, IJInlllft"\, mid lQ'IrI, at 􀀢􀁾􀀧􀁍􀁤􀁴􀀱􀁬􀁬􀁊􀁷pmi
f<l,A,w, Uuro _ 􀁾􀀡􀀾􀀮􀀧􀁊􀀠1\1 'lfQkrlll(oor 􀁾􀀬􀁜111m 􀁩􀁏􀀨􀁬􀁴􀁾􀀺􀀾􀀧􀁍􀀡􀀠􀁾􀀧􀁍􀀡􀀠􀁾iIII.l 􀁍􀀺􀁦􀁾􀁍􀁃􀁾1)1 UCI'I IIw.:I, l"ll(tll(\« f,lltI!\lJfi 􀁾􀀬􀁢􀀡􀁉􀁾􀀢􀀢􀀬􀀠II\<
u"r /)w!I,,,.,.,jM$ I.. v.."" tIS Ii,.""!\1\11 􀀺􀀺􀁬􀁬􀁁􀀮􀁩􀁾􀁯􀁏􀁬􀁨􀁈􀁯􀁬􀁬􀁉􀁊􀁜􀁉􀀧􀁉􀀠􀁾11\11, ;. 􀁯􀁊􀀮􀁾􀁕􀁬􀀺􀀮􀁬􀀡􀁴􀀧􀀡􀀡􀁜􀀠"'" fM 􀁾􀀡􀁬􀀼􀁉􀀢􀁕􀀠tOt 􀁴􀁾􀁾􀁲􀁶􀁗􀁴􀀮􀀧􀁕􀀠d."
..... "f;;r;.J.1O;:f,'.... 􀁾􀀬􀀠􀀬􀀮􀀬􀀢􀀢􀀢􀀧􀀻􀁖􀀮􀁾􀁉􀀠WI'! ¢IJ' pl""",""lI"'1*rIHI "'to 1'fM",'IO 􀀬􀁾􀁩􀁬􀀠􀁾􀁥􀀠pmd"'llt'l'tlillM ",."I\t .m, huyt't *W In'" IINVIllt 􀀢􀀧􀁉􀁗􀁾􀁾􀁾􀁜􀁕􀁉􀁫􀁉􀁬
􀀺􀁩􀁃􀁯􀀬􀁬􀁴􀀠r 􀀱􀁜􀀱􀀶􀁾􀀠II' 􀁾􀀮􀁬􀁬􀁵􀁵􀁬Uu:! 1'<1NI11'1l ",11\1 uti! 􀁇􀁬􀁬􀁲􀀭􀀮􀀬􀀬􀁾􀀬􀀮􀀬􀀠􀁾􀀬􀀮􀀬􀀮􀀮􀁊􀁊􀁜􀁍􀁬􀁬􀀡􀁜􀀠MIeit-tr',j\l;l¢.;!>,t"'<:l! 1i"t',('lIJiI'&h.UU,1
Hot oftlt' ",1II1i.11)1. 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # ,1'-___.::.81:..:,1'-__---'
New Submittal: X To: HNTB! Town ot Addison 􀁒􀁾􀁓􀁵􀁢􀁭􀁩􀁴􀁴􀁡􀁬􀀠; 16801 Weslgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III NW# 204059 (972) 450·288. Engineec HNTB
Attn: Guy Van,:-i3aulen Submittal Specification Reference: Addison Description of Submitted Item: Roadsavet Silicone SL Manufacturer/Sub/Supplier: Primate I Crafcn Related Section I
Drawings: Additional Comments: Silicon Joint Compound for Concrete paving. Roadsaver Silicone SL Is on the TxDot Approved material List for Concrete Paving Contractor's Certification
"Having Checked this submission, we certify that it conforms to the requirements of the Contfact in all respects, except as otherwise indicated." Title: Asst Project Manager Reviewed
by: Andrew Schneemann Date: June 28, 2005 Engineer's Stamp Copy: 
p.2 Jun 28 05 01:51p PRIMATE CONSTRUCTION INC 281-441-3414 PRODUCT DATA SHEETCRAFCO:NC ROADSAVER SILICONE SL AN IEIIQONII' CQMPPNf PART NO. 34903 420 N. Roosevelt Ave •• Chandle-r AZ
8522.6 JANUARY Zoo4 1-600-528-<1242 • (602)27600406' FAX (480) 961·0513 www.crafco.oom READ BEFORE USING THIS PRODUCT GENERAL Cmf<:o RoodSaver Silicone SL is a low modulus silicone which
offers the performance and durability characteristics ofconventiorull silicone with 1he ease of installation 􀁯􀁦􀁳􀁥􀁬􀁦􀁾􀁬􀁥􀁶􀁣􀁬􀁩􀁮􀁧􀀠materials. Crafuo Roadsaver Silicone SL is
supplied as a ready to use one component moisture curing system which provides a: lasting and flexible seal. C'ra!co Roadsaver Silicone SL offet'S outstonding weathering resistance;
remains 􀁦􀁬􀁾􀁩􀁢􀁴􀁥􀀠down to remperatw"ei as low as -500F (..46°q. is jet-blast resistant and will maintain field serviceabitity when exposed to intermittent fuel and oiI spills.
It bonds strongly 1.0 concrete joints without the usc of a primer. Ccako Roadsavtr Silicone SL can be used in aU typical concrete joint appJi<;;ations on hlghway and airfield pavemenlS
in all climates, RoadSaver Silirooe sealant is oompatible with aspllal( paveme.tlr. RoadSaver Silicone SL is easily applio1lo wncrete joims using bulk dispensing system uuils such as
those available from manufacturers including PyIe&'Graco and Johnstone. The leveling chatacteristics insure that the required joint wetting for development of appropriate adhesion occurs
during application. no tooting Is required. USAGE GUIDELINES RoadSavet" Silicone SL pav""enl 'empernrure High Tcmpernture Grnde ("C)perfomumce limits at'e 81-46 fur joint w.lliug. Usage
rero:mmr.:nd3lions me shown in Onfco pavenu:nt tcmpera1Ure grade charts shown at !he right. Refer ,to Cnlfco Product Selection Procedures to dctcrm.inc sealant or 􀁦􀁩􀁾􀁥􀁲􀀭and pavement
􀁴􀁥􀁭􀁾􀁬􀁷􀁥grdlles. .. !iii••"',,,,,.",,, """"""'" • 􀁲􀁭􀀻􀁾􀁬􀁪􀁭􀁩􀁬􀁬􀀠o 􀀢􀀢􀀬􀁒􀁾􀀢􀀢􀀢􀀠SPECIFICATION CONFORMANCE Crafuo RoadSa... Silirone SL _ 10 􀁾􀁴􀁩􀁯􀁮􀁳􀀠fur low _
siJj""" fur many many bigl_ departUlcnts and federal ag:t'ICies. The product also 􀁭􀁾􀀻􀁭􀁤􀀠exceeds al1 requiremenlS of ASTM D5893. "Standard Specification for Cojd-Applied Siogle
Component, Chemically D.uing Silicone Sea!ant fur Portland Cement Concrete PavemenlS" for type SL sealants. In the lbllowing specifications several ofIlle D5S93 parameters are more restrictive
to better reflect properties ofRoadSaver Silicone SL. ASTM DS893 Physical RegulrwlImts ABTM 00893 SL Requirements RoadSaver Silicone SL Requirements Cure Evaluation Pass at 21 days Pass
at 21 day max. Rlleological Properties (ASTM C639) Typt I. smooth level surfilce Type 1, ,;mooth level surface Extrusion-Rate (ASTM C1183) Type $, 50 mV min. minimum Type S, 200 mllmln.
minimum Tack Free TIme (ASTM C 679) 5 hr. max. 3 hr. mnx. Effects oiHeal Aging (ASTM C 792) 10% rna•. Loss 10% max. Los, Soud, -2'PC 􀀨􀁾􀀲􀀰􀀢􀁐􀀩􀀮􀀠100% Extension Nou-.lmmersed Pass
5 Cycles Pass 5 Cycles Water immersed Pass 5 Cycles !'ass 5 eyeles Oven-Ag,," Pass 5 Cycles Pass 5 Cycles Hardness (Al>"TM C 661) • 29'C (.20'C). Type A2 2Smax. lOmax:. 23'C(7J'P1 Type
00 JOmin. 40-80 min. Flow No flow No flow Rubber Properties in Tension Ultimate Elongation 600% min. 800%mm. Stress ilt 150%· Elongalion 3t 0 K pa (45 psi) max. 207 K P' (30 psi) max.
Effects of Accelerated Weathering PQSS 500 hours P-dSS a!. SOoo hours Resilience 75% min. 75% nltn. AddltklnRI properties ofRoadSaver SiUcoheSL Sealant Ilrc: Specifie Om.i!)' (ASTM D792·A)
(I) L 10·l.40 Adhesion to Conere'" (MIL 8802) (2) 20pli (35 kg/em)lnu.. Bond and MovemcntCapability +/. 50% (ASTM C719)(2) Pass 10 oycles Bond 10 Morrar(AASHTO Tl32) (2) 50 psi (34.4
Nlom') min. Tensile Adb",ion. 'V.,(ASTM D5329) (3) 600% min. Notes: (1) Specimens shall be obtajned from 1/8 inch (3nun) thickness sheets of material which has been cured for 7 days
at 77+1-3':'F (25+/2<>C) and 5041-5% relative humidity. (2) Specimens cured for23 days nt 17 􀀫􀀯􀁾􀀠3"F 􀀨􀀲􀀵􀀫􀀯􀁾􀀲􀂰􀁃􀀩􀀠and 50+1-5% humidity prior to testing, (3) Specirrn:m:
shall be Ill" x 1/2" X2" ((1.2cru 􀁾􀀠J.2(:nlx 5.Ocm), cured 1 days Al 77 􀀫􀀯􀁾􀀠􀀳􀁾􀁆􀀠􀀨􀀲􀀵􀀫􀀱􀁾􀀲􀁣􀁱􀀠and 50% +1-5% reluuyc hUioidity. 
p.3 281-4 4 1-3414PRIMATE CONSTRUCTION INCJun 28 05 01:52p APPUCATION The uni, weigh, is 10.7 pound, per gallon (1.28 kgIL). One gallon will ,eal150 feet (45.7m) of III iooh (l.2cm)
wide by 1/4 inch (O.6cm) deep joInt. Exact yield wl11 vary depeOOing on thickness of sealant, waste, applicallon techniques. etc. Prior to use, the user must read and Collow Apphcation
instructions for RaadSaver Silicone Sealants (January 2002) to verifY proper product selections, applicator pumps, pavement preparation procedures, application geometry, usage precautions
and safety procedures, These instructions are provided with each drum ofsealant ' PACKAGING Roadsaver Silicone SL Sealant is packaged in plastic lined open head 55 gallQl\ (208 L) drums
which contain 50 gallons (189 t) of materbL Additionally, tor small appHlriltlon:s the setl!;mt is 􀁡􀁜􀀧􀁡􀁩􀁬􀁡􀁢􀁾􀀠in plnstic 5 gallon (/9 l) pails nnd quart (.95 L) caulking tuOOs=.____.
WARRANTY CRAFCO, Inc. warrants that CRAfCO sealan19 rn.tef 􀁡􀁰􀁰􀁬􀁾􀁢􀁬􀁥􀀠ASlM. AASHTO. 􀁆􀁾􀁣􀁲􀁡􀁬􀀠OT Srate $pa;ifJCauOAS at time o( shipment.. Te1::hniques used for the prepar.!tion
of 􀁉􀁨􀁾􀀠cracks and joints prior tG sealing are beynnd our control as are the use and application of lhe sealants; thererore, Cmf(O $hall not be responsible for improperly applied
or misused sealants. Remedies ngairu.:( Cr.Ifco, 􀁉􀁮􀁾􀀱􀀠1i3 IIgreed to by Cm(eo, lire limited 10 revlac1l1g. nonconlOmtmg product or refund (full or partial) or pun;base price from
Ctafco, Inc. All claims fot breach of this wamuny must be made within lhrte 0) monlfn cflbe dale of use ot 􀁬􀁷􀁤􀁜􀁬􀁾􀀠(12) month!! from the date of delivery by Ctaico. Ine. whichever
is earlier. There sho.!! he no 0'00 WltrnmlJes 􀁾􀁥􀁤or implied. For ol'dmum pe:rformanu. foUow Cra{to milmmendntloos for seaJant In5taUation. 
Jun 28 05 01:52p PRIMATE CONSTRUCTION INC 281-441-3414 p.4 420 N, R........lf Ave, • Chandler AZ 85226 1-800..528.11242. (6Q2) 27s.o406 • FAX (480)961.0513 www.crafco.com APPLICATION
INSTRUCTIONS ROAOSAVER SILICONE SEALANTS JANUARY '004 READ BEFORE USING THIS PRODUCT GENERAl: Crafco Road8aver Siltcone sealants are uniquely formulated low modulus sealants produted
fOf usc in sealing joints in porttand corl\ell! COOCJete pavemc:ub, TIle senlanl are supplied as single component moisture curing materin1s wbich provide lasting weather resistant flexible
seals. The sealants are supplied in both 􀁯􀁯􀁮􀁾􀁧􀀠and self-leveling (SL) app!iculion consistencies, SEALANT PREPARATIQN: CrafOo RoadSaver Silicone sea1aHI.5 are supplied in a ready
to use tbnn, With no mixing or any other preparation required to prepare the sealant for use. JOINT PfSIGN AND PREPARATION FOR SEALING: After apptopriate curing of the concrete (a ntinimum
of 7 days is recommended) joint reservoirs for the sealant can be eut into the concrete using appropriate concrete sawing procedures and equipment in "filst track" or high early strength
concrete mixes, it may be possible to saw and seal the joints sooner than r:he recommended 1 day minimum for standard concrete mixes. Contact Crafco or yoor representative fOT further
details. Resemird"P'" lOrv.u:ioosjoint widlbs is sbown in Table I. !ointwidlh should besclecred 10 Umil movemen! due to ex:par$on am COm:raaiOll '" no more !ban 25% of the joint width.
After sawing, immediao:ly flush dle joillls with water IiJ remove amajority of1hc saw slurry. After thejoIms htive dried.jusrprior IiJ applying sealant the remaining residue .-be remol'OO
by sandblasting. Both joint !ilces must be ad«jual!:!y sa.ttdbIasfI:d 10 remove 􀁾􀁧tmcesofsawiog teSid1J(';. Foreffi::ctive 5alldblasting, !he ilO'a!e ,hould be positionOO witbin 2
inches (5cm)of !he surliice bcing 􀁣􀁉􀁾􀀠AlIct sandblasting lhe joint should be ilioroogbIy cleatl\!rl using dean compressed air wilh a minimum p"""",, of90 psi, Moi'.... and oil traps
are requiro:! on lite_pressor unit. Th<: object oflhe above cleaning 01'.""'"'' is iD p""ride _. inlai't, and c",," bonding _ which are 1m: firun all oontaminants and "" dry, JoinlS
should be carellllly inspected 10 """'" illa! an appropriale level of clealWnrss has been achieved. This <an be """""",ished by rubbing )'Qilr finger along ""'" joint 􀁾􀀠If any evi<m;e
ofdust and 00_=.additional_asling,liouid be ]l'!fOl\1led andl all dust and rontominznls are removed, _ cleaning mdhod.! that accomplish '!he same level of cleaning as _"ling may be """,,",nal,
COillact enm:o fur approval of alillmale claning _ NOI>WlIIer absoIpOve backerrod ofttle stre S]'X".ii6cd in Table 1 shall be placed tn the joint 10 the depth listed in Table I. Do ooIpureturebacl<er
rod during_ol> beca"",damage can crea!c bubbling ill sealant SEALANT APPUCATION; RoodSaver &1ioone sealant is npplied 10 pavement joilllS using "" powmd built lbspemi:ng systems or _
=lking guns, The applicator unit must be tree ofall residue left m)ln other brands oriypes of materials to elinlio:ite cootamination and assure proper ""Iant perfortnallCe. During application,
!he SCfl!nnl is dispcostd directly from its cootainer through the npplicator hose, wand Iliid nozzle and inlO !he prepared joint The jointshould be tilted from the bottom up. RoadSaver
Silicone SL sealants ale selfleveling und 00 oorttXtUire tooling. RoadSaver Silicone NS S¢alanls are not seltteveling, and must be t001t:d to the proper goomc!Iy, Tooling must be 􀁾􀁯􀁥􀁤belbre
!he _ forms a _ sliin of cured material (prelCiably wi1Illn 5 min1J1ll< aJlcr applicaJion), Tooling may be 'coompli!lled using , varicJy oflools including S<CliollS ofbacker rod, or
OIher 􀁾􀁾􀀠sbapOO objects, Tooling should be f"'11>nned ., that !he <eaI.w 􀁾􀀠fOrced against !he joint ,idewalls and bai:Iceo" rod and .,lhallhe sculBllt furms a rocc:sscd concave
surface. Minimum recess depths art:' tistcd in Table I. Ifinsufliciol< """'" is acllieved, the _ surllice may be e;xposai to vehicle tire contact aOO abrasion which can 􀁣􀁾􀁾􀁮􀁭􀀠10m
of' _on fOI' optimum pt:tfut1nan<e, the width of lhe <ealan! bead should be approximately two Jimes the deplh, Sealant hcaJi !!lJou!d be • minimum "4 inch (.6em) thick but no grea.tCr!han
III inch (L2cm) '& APPLICAT10W TEMPERATURES AND WEATI!ER CONDITIONS: During application, pavement and ambient temperature should be a minimum of 40°F (4°C) and the joints must be completely
clean and dry fur adhesion to fully develop, Sealing should not occur al temperatures below the dew point due to ruJ increased chance ofhaving moist or damp joints. SEALANT CURING: After
application. RoadSaver Silicone sealant will begin to curt: lind fonn a surface skin, generally within 30 minutes. Traffic should be kept off the staled areas untii the sealant is "tack
free" as indi<:atcd by touching. RoadSaver Sili:COlte will 'Cure tb.rmfgOOut within 14 days after ,application to rorm a strongly bonded ((lng lasting seal. Note; Air voids may develop
with sclf.fcvcling _ ifthe moislure cottlent of lhe pavement and ambient lIlmperature are high. This fiI-omono" gen<nlly 00CUi11 wbell the _ 1m _ nppIio:l In joinIS in !ll""" wm;roto
during 00t aoo humid amdinOllll, Wann ambient tcmpernrures sa:e!""", pav"""", hydratio" aoo lhe _ of moistlJre vapo<>. These mois.... "'potS will migr.>1e through partiallycuml_􀁾air
pockets, When the sculant h.. obtained a fuJI cure no bubbles will devclilJ' A test S<Clion ,hould be pi!rlbm100 (n delemUoe if􀁡􀁭􀁤􀁩􀁴􀁩􀁏􀁬􀁾􀀠an: adequate SO air voids do 001 do>1)]op,
Using a 1'\Ol'I-S8g silicone sealant wiU 􀁾􀁴􀁬􀁹􀀠reduce the ri.o;k of air poektt fQl.'IJlation. Con!a.ct Ctatbo for further information. RESEALING JOINT DESIGN AND PREPARATION FOR
SEALING: Old sealant ShoUld be rem(lved by any appropriate methoo:. After removal of old sealant, the jQint l!O (0 be saw eut to an appropriate width to provide clean vertical bonding
surraces whi'Cb are free frolll culllami0311UJ1 by old sealant. As a general rule:, the joint should be sawn to a width which 15 between 118 inch and 114 incb (3·6mm) wider than the
onginal joint. The recess, sealant bead thickness, backer size. and sawed joint depth sbalt meet requirements shOWI) in Table I for the joint width used. Thc snodblo.sting. oleDning
and sealing operations above shan Jhen be followed. CLEAN UP: Uncured seaJant can be removed fi"om equipment and tools with solvents such as naphtha or mineral spirits. All 
p.5 Jun 28 05 01:52p PRIMATE CONSTRUCTION INC 281-441-3414 hoses and lines in lhe appliC<ltion equipment should be flushed ilnmedil!tely aiter use. Extra RoadSaver Silicone In drums
SAFETY PRECAUTIONS: Prior to use, please read the should be covered wilh tbe plastic liner to prevent exposure to RoadSaver Silicone sealant Material Safety Oat'S. Sheet ror air and
the drums should be closed before storing untillhe next establishing appropriate practices during use and application, use. ADDITIONAL rNFORMATIQN: Additional infonnalion STORAGE [IFE;
SlQn:: CrafcQ RQ'.u.!Saver Silicone 􀁓􀁥􀁡􀁬􀁡􀁮􀁾􀀠out regarding these products js available by contacting your of direct sunlight, in a cool, dry tocation. Sealant should not distribUtor
Of Crafco. Jnc. This informauDn includes I) Product exceed 90"F (32"C), or be exposed to excessive humidity, Data Sheets. 2) Material Sarety Data Sheets, 3) Safety Manuafj SIQrage life
is approximately six months from date ofshipment 4) Sealant Selectioo Guide. Joint Destgn R.ecommeodatloltS for Crafco RoadSa'fer Sillcotle Sealants in Joiuts ill PCC Pavements i "Joint
Width 1/411 .. 318" JIll" SIS" I 314" I 7/&" 1" I 118" I I 114" : 1 318" 1 Ill" : I Minimum Sealant Recess I U4" 114" : 5116" 5116" , 3/S" I 3/8" I 318" I 112" i 112" I 112" 112" Backer
Rod Dia.tnetcr 3/8" 112" I 5/8" 314" 7/S" j I" I I 114" . I liZ" I I liZ" I 1314" Z" Sealant Bead Thickness ,.• 1I411 114" I 114" 5116" 3/8" I 7116" I Ill" Inn I 112u 112" 112" Minimum
Joint I 118" I 114" i I 112" 1314" , 17/8'" 2" i 2318" 2 ! 27/8" 3 Ilg" 3 3/8"SawIR.eservolT D.@th i "i72"I'51S" , MinimumIlackfr RodDepth I 112" 11116" 314" 13116" 718" I" I J" I" I"
Estimated 􀁕􀁳􀁡􀁾􀁥Non-Saa I 245 149 IlI2 70 51 I 35 26 23 18 16 15 Estimated Usage I i i i i I I , Self.levelin«frf.a1) . 273 172 130 I &2 J 58 41 31 21 22 , ZO I 19 I I Sacker rod
iliarneter should not be vaned !\'om spe<!fted dimenSIons. ltIarger 512"" are ",cd, increased saw depth ]sneeded. 2 Sealant bead thickness can vary by:!: 25% of design value. 3 Never
install Roadsaver Silicone to. depth greater than lne joint width (I to I). "'Please contact Crafco for additional joint size design recommendations. TYPICAL JOINT 􀁄􀁾􀁓􀁉􀁇􀁎􀁓􀀺􀀠R08dSaYet
',,,,_.-CUt Not To Seale 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 Date: June 28, 2005 To: Attn: HNTBtTownofAtidisoo 16801 Westgrove
Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠(972} 450-2666 Guy Van;Baulen Submittal Specification Reference: Description of Submitted Item: ManufacturerlSubJSuppller: Related Section I Drawings:
Additional Comments: SUBMITTAL Submittal II :LI___-=:o81.:..:.1-'--__-I New Submittal; X 􀁒􀁥􀁾􀁓􀁵􀁢􀁭􀁩􀁴􀁴􀁡􀁬􀀠: Project: ArapahO Road Phase III NW# 204059 Engineer: HNTB Roadsaver
Silicone Sl Primate I Grafeo SiJfcon Joint Compound for Concrete Paving. Roadsaver Silfcone Sl is on the TxDot Approved maletiallist for Concrete Paving Contractor's Certification "Having
Checked thIs s.ubmisston, we certify that it COnforms to the requirements of the Contract In all respects, except as otherwise indicated." Title: Assl Project Manager Revfewed by: Andrew
Schneemann Date: JUlle 28, 2005 Copy: File Engineer's Stamp 
p.2 Jun 28 05 01:51p PRIMATE CONSTRUCTION INC 281-441-3414 PRODUCT DATA SHEETCRAFCO:NC ROADSAVER SILICONE SL AN IEJtClQNI!I COMPANY PART NO. 34903 420 N. Roosevelt Ave. t Chandler AZ
85226 JANUARV 2004 1-800-52S-Il242' (602) 216"'406' FAX {<SOl 961·0513 www.crafcQ.com READ BeFORE USING THIS PRODUCT GENERAL Crafco RoadSaver Silicone SL IS a (ow modulus silicone which
offeJS lhe pe:rfonnallce 􀁾􀁮􀁤􀀠durability 􀁣􀁨􀁡􀁾􀁣􀁴􀁥􀁲􀁩􀁳􀁴􀁩􀁥􀁳􀀠ofeonvention:ll silicone with the ease or lllstaHation of selfMJeveling materials. Crafco Roadsaver Silicone
SL is supplied as .a teady to use one component moisture curing system which provides ;i l"sting and flexible seal. CnUco Roadsaver Silicone SL oftCrs oUISUmding WC'iltheriug l"CMstance,
remains ilexib'M: down to remperatu.res as low as _50°F (-46ll'q, is jet-blast resistan1 md will maintain field serviceability when exposed to intermittent fuel and oil spills. It bonds
strongly to concrete joints without the usc of a primer. Cndco 􀁒􀁯􀁬􀁬􀁬􀁩􀁳􀁩􀀡􀁾􀁡􀀠Silk-om::: om::: SL can be used in aU l}'Picat concrete joint applications on highway and airfield
pavements in ail climates, RoadSaver Silicone sealant is compatible with asphalt pavement. RoadSaver Silicone SL is easily appliel.1 to concrete joints usiog bulk dispensing system units
such as those availabJe from manufacturers m:luding PyJe&'Gruco and Johnstone. The leveling charnCICrist'ics insure thal the required joint wetting for development of appropriate adhesion
occurs during application, no tooling is required. USAGE GUIDELINES RoadSavcr Silicone SL pavement temperature High Temperature Grode ("C)perfOrtnal)(',e limits are 82..46 fur joint
sealiug. Usage teeOmlnendations ore shown in Crafco pavement [entperdlure grade charts shown at the right. Refer to Cmfco Product Selection Procodtm:s to determine sealant or fiUct'
and paVCmet1t 􀁴􀁥􀁭􀁰􀁾􀁾􀀬􀀬􀀡􀁬􀁵􀁲􀁥􀀠grAdes. SPECIFICATION CONFORMANCE Qaro RoadSa'1:t Silirone 􀁓􀁾􀀠conlb!ms '" speciJiCAlions fur low modulus siIicoo: Il>t many I;ghway 􀁤􀁾and
federd! 􀁾The product al:ro llleets and exceeds all requ1remerus of ASTh1 05893, "Standard Specification for COld·ApplieeJ Single Component, Oiemically Curing Silicone Sealant for Portland
Cc:n.'lI;nt Concrete Pavements" for type SL sealants. In the following specifications several ofille D'893 parameters are more restrictive to better reflect properties ofRoadSaver Silicone
SL. ASTM D58.93 Phmcal Requirements ASTM DS893 SL Re(Jwrements; RoadSaver Silicone SL Requirements Cure Bvaluatioll Pass at 21 days Pass at 2 I day max. Rheological Properties {ASTM
C639} Type 1, smooth Jevel surfaee Type t. nmooth level surface 􀁅􀁘􀀨􀁲􀁵􀁳􀁩􀁯􀁮􀁾􀁡􀁴􀁣􀀠(ASTM ell83) Type S, 50 mil min. minimum Type S,200 mVmin, minimum Tack Free Time (ASTM C
679) 5 Itr. max. 3 hr. m:Ut, eITeclS of He" Aging (AS1M C 792) 10% mJIX. Loss 10% mill(. Loss Bood, -29"C 􀀨􀁾􀀲􀀰􀀢􀁆􀀩􀀮􀀠100% Elttcmion Nou-immersed Pass 5 Cycles Pass 5 Cycles Water
Immersed Pass 5 Cycles Pass 5 C)-cles 􀁏􀁶􀁥􀁴􀀱􀁾􀁁􀁧􀁥􀁤􀀠Pass 5 Cycles Pass 5 Cyeles Iiardness (AS1M C C 661) ·29'C (·lO'C), Tl'1'e A2 2;'C (73'F), Type 00 25 max. 30 min. 10 max.
40.80 min. Plow NoHow No flow Rubber Properties in Tension Ullimatc Elongation 600% min. 800% min, Stress at 150"10 Elongalion 310 K pa (45 psi) max. 207 K pa (30 psi) max. Bffccts ofAccelerlltcd
Wealheriog 􀁐􀁡􀁾􀀠500 hOUfS P\1.$ at 5000 hours Resilience 75% miu. 75% min. Addidonal properttts-of RoadSftve-r SiUtone,SL Sealant are: Specifie Gr,vil)" (ASTM D792·A)(1) LI o.l.4()
Adhesion to Concrete (MIL 8802) (2) 20 pli (3.5 kg/cm) mul. Bond and Movemctrt Capability +1-50% (ASTM C719) (2) Pass lO cycles Bond to Morr., (AASHTO T132) (1) 50 psi (34.4 Nlcm') min.
Tensile 􀁁􀁤􀁨􀁾􀁬􀁯􀁮􀀮􀀠%(AST.M D5329) (3) 600% min, Notes; (1) Specimens shall b0 obtained from 118 inch (3mm) Ihickness sheets ofmaleriai which has been cured for 7 days at 77+1-􀀳􀁾(25+12°C)
:and 50 +/-5% relative humidity. (2) Specimens cured Cor28 days at 77 􀀫􀀯􀁾􀀠3'Of1 􀀨􀀲􀀵􀀫􀀯􀁾􀀲􀂰􀁃􀀩􀀠and 50+1-5% humidity prior to testing. (3) Sp«:imcns shall be 112" x 1/2" x
2" (1.2cm x. 1.2c01 x 5.Ocm), cured 7 days at 71 +1-3Q F (25+1_21)q lind 50% +f-5% telativ<: humidity. 
281-4 4 1-3414 1'.3PRIMATE CONSTRUCTION INCJun 28 05 01:521' APPLICATION The umt weight is 10.7 pOWld'per gallon (l.2a kgtL). One gallon will seal UO feet (45.7,") ofll2 ineh (1.20m)
wide by 1/4 inch (O.&:lO) deep joint. Exact yield wIll vary depending on thickness of sealant, waste, application lechniqucs, etc. Prior to use, the user must 􀁲􀁾􀀠and follow Application
Instructions for RoadSaver Silicone Sealants (January 2002) 10 verify proper product selections, applicator pumps, pavement preparation ptoceduresj application geometry, usage precautions
and safety procedures. These inslrUcLions are provided with each drum of􀁳􀁣􀁾􀁬􀁡􀁮􀁴􀀮􀀠PACKAGING Roadsaver Silicone SL Sealant is packaged in plastic lined open head 55 gallQn (208
L) drums which con:ain 50 gal!OD!i: (18.9 L) of rruntlnal. Addilklll.ldly, for !l'I\llli appltcilli!,ins the sculant is available in plnstic 5 gallon (191.) pails nnd 􀁱􀁾(.95 t) taulking
􀁬􀀮􀁕􀁾􀀬􀀬􀀬􀀬􀀬􀀮___􀁾_____ WARRANTY CRAFCO. Inc. WlUTtlflts that CRAFCQ sealanl3 meel appIit"!.lble ASTM, AASJITO. Feder.al (If Stale spccifiWitkms at lime of shIpment, Tef!lmlques
used for tbe preparation of lhe cracks and joints priDT 10 sealing are '!:Ieyoo:! our control as are the lJSe and application of the sealants; therefore. Crafco sha!lnot be responsible
for improperly applied or rnisw.e:d sealants, Remedieo:: Ilpins( Crafeo, Ine., aa agreed to by l."ntfco. m limiled {o replacing norv.:oolomUng produ;;t or rerUM (full or partial) of
purchMe price from Crafco, Inc. AlI claims fur 􀁢􀁲􀁥􀁡􀁤􀁾􀀠of Lhii W':lmUll)' must 􀁾made within three (3) months ;:;fthc date;:;f use (If twtlve (12) months from Lhe date of delivery
by Crafco. fru:, whichever is earlier, There 9hoJi br; no Olher wntran(ies !Ji\pm;sed or implied. ror optimum performance, foDDW Ct-afct) rect)Jnwendatioos (or sealant lnstallation.

Jun 28 05 01:521' PRIMATE CONSTRUCTION INC 281-441-3414 APPLICATION INSTRUCTIONS ROADSAVER SILICONE SEALANTS JANUARY 1004 420 N, Roosevelt AVe•• Chandler AZ 85226 1-800-528-8242· (602)
276.Q406. FAX (480) 961-0513 \WIW.cmfco.com READ BEFORE USING THIS PROOUCT GENERAL: Crafuo RoadSaver Silicone sealants are uniquely formulated low modulus sealants produced for use in
sealing joints itt portland cement concrete pavements. 􀁮􀁬􀁴􀁾􀀠:;ealant are supplied as single component moisture curing materials which provide lasting wenther res1stant flexible
seals, 'file sealants are Sl1ppl1ed in bolli t'JODwSag and self-leveling' (St) application consistencies. SEALANT PREPARATION: Crafco RoadSaver Silicone sealant3 are supplied in a ready
to use form, with no mixing or any other preparation required to prepare the sealant for use, JOINT DESIGN AND PREPARATION FOR SEALINCy. Mer appropriate curing of the concrete (a minimum
of 7 days is reconuncndcd) joint re:servoirs for tile sealant cao be cut into the conc:rete using appropriate concrete sawing procedl.ll'eS aDd equipment. In "fast track" or high early
strength concItle urix.es, it may be possible to saw and seal the joints soouer than the recotnmeooerl 1 day minimum for standard concrete mixes. Contact 􀁃􀁲􀁡􀁲􀁾􀁯􀀠or your representative
for further details. Reo:rvoirdepth fon.rioosjoi!ll 􀀢􀁩􀁤􀁬􀁨􀁳􀁾􀀠shown in Table L Jointwidth sltould be 􀁾􀁥􀀺􀁣􀁴􀁥􀁤􀀠to !imiL moven1Qll due (0 expansion and COliil'aClioo 10 00
more than 25% of Ihe joint width. After sawing, im.mediately fiush thejoints with WIll« "'remove a n'1iority ofthe saw sluti)'. Aller the joinls have dried. justprior to applying sealant
the remaining 􀁾􀁤􀁵􀁥􀀠must be """",0:1 by sandblastinjj. _joint faoes must be adequalely sandblasWd to n:ttlove ranaining traces ofsawing residue. For cffix:tive sandblasting, Ihe
11OZ7.le should be posiciOO<!<l wi1hin 2 inclle<l (5cm)of the _ acing cleaned Alief _blasting the joint should be thomugbty cleaned using clean 􀁾air with a minimum pressun: of90 psi.
Mol,lute and 􀁯􀁾􀀠'mps are req_on thecompnosor wUL The object ofthe: above c!e.a.niog operations is 10 provide vertical, U!tId; and c!<:an bonding _ wIlich are Ii1:e trom a1l_inanls
and "" dIy. Joints should be carefully iltspe<:tcd ., """'" 1I1a1l1ll appropriate level of cleanliness I", bo:n achieved. 􀁔􀁨􀁾􀀠can be """"'lJIish<rl by rubbing )'Our finger along
each joint face. If any 􀁾􀁯􀁦dust .Ild ",_Is00Clll', addiOooalsandb1as1ins sbould be pedOnnJ:d until ,II dus, and _ are """"m _ clc:arring Il'Idhod3 that aa:omplish the sam.c-level
of ckanitJg as sandblastiJlg may be consid<red. Conlact Oaf", fur approval of a111:male cle:millg ___water absoIp1ive _rodof the size 􀁾in Table 1 shall be placed in tlie joint 10 !he
depth listed in Table I. Do notpurdure backer rod during ill,••ilition bccausednnlage tao create bubbling in sealant. SEALANT APPUCATION: RoadSzver 􀁓􀁩􀁬􀁩􀁯􀁯􀁬􀁬􀁾􀁳􀁥􀁡􀁬􀁡􀁵􀁴􀀠is
applied to pavement joiills using air powm bulk disp"..osing systems. or standmi caulking gms. The opplicator unit must be free of all residue left from 0100" brands or 1;Ypes ofm.aterials
to eliminate oont.amination and assure proper sealant petfun"""" During appJi<:a1ion, the senlnnt is dispensed dlred.ly ITom its corrtnioo: tluough the nppliatror hose, wand and nozzle
and into !he prepared joint The joint should be fined from the bottom up. RoadSaver Silicone SL sealants an: selflevelirtgand do notrtquire tooling. RoadSaverSilicone NS sealarrts are
not 􀀡􀁬􀁥􀁬􀁦􀁾􀁬􀁥􀁶􀁥􀀱􀁩􀁦􀁬􀀦􀀠and muslbe Iooled '" the proper g«lme!ly. Tooling InUS' be aocompIjsJJ<d befi>re tn, sealant funns a _ sldn of cured ll1Il!eriaI (prerClllbly wilhin
S minu"" all" applicolion). Tooling may be acoomplislJ<d using • 'I1llic1y oftools iocluding"",""", ofback", rod, '" _ appropriJUeJy shaped objects. Tooling shou!d he petfurmo:l so .,,'
!he _ 􀁾􀀠fuIOOi against thejoint sidewalls and back... rod and so !hat !he Mdllllt forms a 􀁾􀁾S'Il1'fitee. Minimum nxess dq:4.h<; arc listed itt Table I. If insufficient JeO.'SS is
IJChieved, the alan!. surface may be 􀁾10 vehicle lire amract mi abrasion which can cause loss of adhesion. For optimum petfummn<:e, the widlll of the Mdant _ should be 11pproximate!y
two times the dep1h. Sealant _ should be • minimum (14 mh C.6cm) d}ick but no 􀁾than !12 inch (1.2cm) <hide APPLlCAnON TEMPERATURES AND WEATHER CONDlIIONS; During application, pavement
and ambient temperature should be a minimum of400P (4°C) and lhe joints must be compleiely clean and dry for adhesion (0 !\llly develop. SealinG. should not occur al temperatures below
the dew point due to an increased chaoceofhaving moist or dampjoinls. SEALANT CURING: After application, RoadSaver Silicone sealant will begin to cure Bod Conn a surf3.ce skin, geuerally
within 30 minutes. l'mffic should be kept off the sealed areas until the sealant is "tack free" as indicated by touching, RoadSaYCr Silicone wilt cure througr.:.ut within 14 duys after
application to furm a strongly bonded long lasting seal. Note; Air voids may devclop with relf.leve!ing """""'t ifthe moiswre rom,lt of !he pa_' and ambient 􀁾are high. This phenomenon
generally oocw:s wb.cc the sw1unt hll$ been upplied to joints in gnx:n """""'" duIinj; hot aOO humid coodiliom. Wann ambient tempef3.1llrCs accelernte pavement hydration and !he release
of moisture ''''I'''''-'lb<se moisture vapors will migrnte 􀁴􀁩􀁾pania1Iy cured sealant 􀁾airpockols. When !he Mdant ints obtained • full CUte no bubbl", will 􀁾􀁏􀁝􀁬􀀮􀀠A test section
should be pelfonncd to detomrino if􀁣􀁯􀁯􀁤􀁩􀁴􀁩􀁏􀁉􀁾􀀠are adequate '" air voids do oot develop. Using a non-sag silicone Ka!!U1t will greatly mduce the risk of air pocket fonna<ion.
Coow:t Cta!<n fur further iJuonnabct, RESI!ALING JOrNT DESIGN AND PREPARATION FOR SEAUNG: Old sealant shoutd be rem<lveci by any appropriate method. After removai of old seaiant, the
joint is t.o be saw eut to an appropriate width to provide clean vertical bonding surfaces which are frce from contamination by oid ru:alam. As iI general rule. the joint should be sawn
to a width Which is between 118 inch inch and 114 inch 􀀨􀀳􀁾􀀶􀁭􀁭􀀩􀀠wider than the original joint. The recess., sealant bead thickness. backer size, and sawed joint depth shall meet
requirements shown in Table 1 for the joint vridth used. TIle snndblastingl cleaning und sCllling operotions nbove shan lhen be followed. CLEAN up: Uncured sealant can be removed from
equiplneOl amI tools with solvents such as naphtha or mineral SPirits. All 
p.5 Jun 28 05 01:52p PRIMATE CONSTRUCTION INC 281-441-3414 hoses and Unes in the applitation equipment sbQuld be flushed immttlil1tely after use. Extra RoadSaver Silicone in drums SAFBTY
PRECAUTIQNS: !:'rior 10 use, please reM !he should be C(lvered wtlh the plastic liner to prevent exposure lo RoadSaver Silicone sealant Material Safety Dala Sheet for air and the drums
should be closed before storing 'Until the next establishing appropriate practices during use and application. use. ADDITIONAL INFQRMA'DQM: Additional infonnalion STORAGE Llf£: Store
Crafco RQiluSaver Silicone Sealant out regarding these products is availabte by contacting your of direct sunlight. in a cool, dry locatioo. Sealant should nol distributor or Cntfco,
fne. Thls information in<:Judes 1) Product eXceed ,WF (3211C), or be exposed to excessive humidity. Data Sheets, 2) Malerial Safety Data Sheets, 3) Safety Manual, Storage life is approximately
six rnonllls from date ofshipment. 4) Sealant Selection Guide. Joint Design Recommendations Recommendations fat Cr1I:fco RoadSaver Silicone Sealants in Joints. in 'Pee PaV1:ments 􀁾􀀮􀀠􀀧􀁩􀁯􀁩􀁾􀁴􀀠
Widlh I 1-Minimum Sealant Recess I 114" 3/8" 1/2" SIS" I 3/4" 7/8>1 l"J.1 l1g•• 1 1/4H 13/S" : I 112" I 11411 1/4" 5/16" 5/16" I 3/8" 3/8" 3/8" I 112" 1/2" 1/2" ll2'· I Sacker Rod Dituncter
3/8" 1/21> 5/8" 3/4" I 7/8" I" I 114" 􀁾􀀠I 1/2" I liZ" 13/4" 2" I I Sealant Bead Thickness 1.1 I 1/4" 1/4" [14" 5/16" I 3/8" , 7116)1 112" In,j 1/2" l!2H 1/2" I , Minimum Joint , I
liS" I 114" I 112" , 1314" : I 1/8" 2" 23/8" 2 211'l:' 3118" 3 318" iI SawfReservoir 􀁄􀁾􀁴􀀡􀁴􀀭􀀭􀀺􀀻􀀭I . Minimum Backer Ror!l5ePil1 112'1 112" 5/81 ' 11/16" I 314" 13116" 7/81\ I"
I" I J" I" I I Estimated Usage Non-Sag . 245 149 112 70 I 51 35 26 23 18 16 15 J I Estimated Usage I 273 1112 130 82 I 58 41 31 17 22 20 19 JSeJf-leveling(ftlgal) --,.I Backer rod dilUllCter
should not be vaned from spectfied dimenSIOns. ItIarger SIZes are used, mereased saw depth IS needed. 2 Sealant bead thickness can vary by ±25% ofdesign value. 3 Never install Roods,ve,
Silicone to • deplh gre_than the joint width (I to I). *Please contact Crafeo for additional joint size ddign recommendations. TYPICAL JOINT DESIGNS: NotToStale '-"···"··CUI 
Texas Department o/Transportation Prequalified Joint Sealers The following producers arc prequalified to supply joint sealants by class. Materials with lab numbers represented by dates
of •••_ .....u ...........􀁾􀀠... .... u .... u .• " .. 'V .......... " .... .........yu.·b .................."' ........_. "1 .......... 􀁾􀀠.........""'..................... , ..........
􀁾􀁾􀁈􀀠............. I ---------______ _ _p,.equalified Joint Sealers 􀁾􀀱􀀮􀁬􀁉􀁓􀀠2 !'roducts Sof-Seal Low Producer Address/Phone No. Contact Lab No. Tested ExjJires W.R. Meadows
of P.O. Box 7752 Andrew W. Tam C03370028 01101/03 06/30/03 Modulus Horizontal Texas, Inc. 2555 NE 33" C02372057 07/01102 12/31102 Sealant 99867 Fort Worth, TX 76111 C02370025 01/01102
06130102 804 (817) 834-1969 CO 1372028 07/01101 12131/01 C01370015 01101101 06/30/01 C00372091 07/01100 12131100 C00370015 01101100 06130100 3 Road Saver 221 Sealant Part No. 34221 809
Ceafeo, Inc. 99579 -------6975 W Crafeo Way Chandler, AZ 85266 (602) 276-0406 --------Vern Thompson C05370040 C04372227 C04370072 C03371953 C03370007 C02372036 C02370007 C01372010 CO
1370007 C00372083 C00370OO7 01101105 06130105 0710 1104 12131/04 01101104 06/30/04 07101103 12131103 01101103 06130/03 07101102 12131102 01101102 06/30/02 07101101 1213110 I 01/01101
06130/01 07101100 12131100 OliO lIOO 06130100 3 Road Saver 222 Sealant Part No. 34222 809 Crafcot Inc. 99579 . --------6975 W Crafeo Way Chandler, AZ 85266 (602) 276-0406 Vern Thompson
C05370039 C04370073 C0337195I C03370005 C02372034 C02370005 C01372008 C01370005 C00372081 C00370005 OliOl/05 06/30105 01101104 06/30/04 07101103 12/31/03 01/01103 06130103 07/01102 12131102
01101/02 06130102 07/01/01 12131101 01101101 06130/01 07/01100 12/31100 01101100 06/30100 01101105 061301053 Hi-Spec Hot Pour W.R. Meadows of P.O. Box 7752 Andrew W. Tam C04374868 Material/Producer
List 1 '. . 5116105 
Texas Department a/Transportation Prequ.Jified Joint Sealers Class Products Joint Sealing Compound 809 Producer Texas, IIlC, 99867 Address/Phone No. 2555 NE 33'" Fort Worth, TX 76111
(817) 834-1969 Contact Lab No. C04372 I 14 C0337 1973 C03370027 Tested 07101104 07101103 01101103 E!(1jres 12131/04 12131103 06130/03 C02372056 07101102 12131102 C02370024 01/01/02 06/30102
CO 1372027 07/01/01 12131101 CO 1370014 01101101 06130101 C00372090 07/01100 12131100 3 CMC 102 809 Crackfiller Manufacturing Corporation 99064 P,O, Box 6738 Cheyenne, WY 82003 (307)
778-86lO Mark Langer C00370014 C03370011 C02372040 C02370011 CO 13720 14 OI/OliOO 01/01/03 07/01102 01101102 07101/01 06/30100 06130103 12131102 06/30/02 I213 1I01 C01370019 01101101
06130101 C00372095 07/01100 12131100 C00370019 01101100 06130100 3 Sea/Master Ind" Inc, 3405 809 S.alMaster Ind" Inc, 99219 ISO I Lancasterl Hutchins Rd, P. O. Box 1008 Lee Malone C03370024
C02372053 C02370021 OliOl103 07101/02 01101102 06/30103 12131102 06130102 Lancaster, TX 75146 75146 CO 1372024 07101/01 12131101 (972) 227-9093 CO 1370024 0110110 I 0613010 I C00372099
07101100 I2I31100 4 Dow Coming 888 810 Dow Coming Corporation 99875 390 I S Saginaw Rd Midland. Ml 48686 (517) 496·5799 Rich Palmer C05370140 C04373972 C03375509 01/01105 09/16104 o1/0
I/()4 06130105 12131104 06130/04 C03371958 07101103 12131103 C03370012 01101103 06130103 C02372041 07101102 12131102 C02370012 01101102 06130102 C01372015 07101101 12131101 CO 13700
I I 01101101 06130101 C00372087 07/01/00 12131100 C0037001 I 01/01100 06/30/00 Material/Producer List 2 5/16/05 
Texas Department o/Transportation CI.ss 4 Products Non-Sag Producer CrafeD, Inc. Prcqualified Joint Sealers AddresslPhone No. 6975 W Crafco Way Contact Vern Thompson L.b No. C05370034
Tested 01/01/05 Expires 06/30/05 810 99579 Chandler, AZ 85266 C04373023 07/01/04 12/31104 (602) 276·0406 C03371954 07/01/03 12/31103 C03370008 01/01/03 06/30/03 C02372037 07/01/02 12/31102
C02370008 01/01102 06/30/02 C01372011 07/01/01 12/31101 CO 1370008 01/01101 06/30/01 C00372084 07/01/00 12/31/00 \I 􀁾􀁄􀀮􀀹􀀱􀁬􀀠Jlrim!ffiWii;"l'ilii iWQ;1!.\W[IiJi¥tml 􀁾􀁊􀁪􀁊􀀠C00370008
􀁩􀁭􀁍􀁾􀀱􀁲􀁪􀁊􀁍􀁾􀀠01/01/00 M!.Q1ZQ)l 06/30/00 􀁲􀁵􀁩􀁬􀁾􀀮􀁬􀁩􀀷􀀮􀀡􀁴􀁾􀀠􀁾􀀠􀁾􀁾􀁬􀁩􀁬􀁾􀀠􀀡􀀧􀁦􀁂􀁀􀁪􀀩􀁾􀁡􀁪􀁩􀁩􀁭􀁢􀁭􀀧􀀵􀁂􀀠45872 4 301 Non-Sag Pecora (l;5Wti!8,gl[4 165 Wambold
Rd. Roy Cannon C05370309 01101/05 06/30/05 810 99981 Harleysville, PA 19438 C04370184 01/01/04 06/30/04 (215) 723-6051 C03371966 07/01103 12/31103 C03370020 01101/03 06/30/03 C02372049
07/01102 12/31102 4 Tremco Tremco, Inc. 3777 Green Rd. Ta-Min Feng C02370030 C04374746 C04374746 01101/02 01101/05 06/30/02 06/30/05 810 99083 Beachwood, OH 44122 C04371979 07/01/04
12/31/04 Spectrem 800 (216) 766·5680 C03375499 01/01/04 06/30/04 Fax (216) 765-6737 C03371971 07/01/03 12/31/03 C03370025 01/01/03 06/30/03 C02372054 07/01/02 12/31102 C02370022 01/01/02
06/30/02 5 Dow Corning 890SL Dow Corning 390 I S Saginaw Rd Rich Palmer C01372025 C05370139 07/01/01 01101105 12/31/01 06/30/05 810 Corporation Midland, MI 48686 C04373971 09/16/04 12/31/04
99875 (517) 496·5799 C03375510 01/01/04 06/30/04 C03371960 07/01/03 12/31103 C03370014 01/01/03 06/30/03 Material/Producer List 3 5/16/05 
Texas Department a/Transportation Prequ.lified Joint Se.lers CI.ss I'roducts Producer AddresslPhone No. Conlact Lab No. Tesled Expires C02372043 C02370014 C01372017 COl370013 C003720S9
C00370013 07102102 01/01/02 07/01101 01/01101 07/01100 01101/00 12131/02 06130102 12131101 06130101 12131/00 06/30/00 5 Pecora 300 SL 810 Pecora Corp. 99981 165 Wambold Rd. Harleysville,
PA 19438 (215) 723·6051 Roy Cannon C03371964 C03370018 C02372047 C02370028 C01372031 07/01/03 01/01/03 07/01/02 01/01/02 06/21101 12131103 06130103 12131102 06/30/02 [2/31101 5 Sika
810 Sika Corp. 99572 6122 Rachel', Court Kaly, TX 77494 (281) 693·2121 Greg Reisz C03370021 C02372050 C02370018 CO 1372021 CO 1370020 C00372096 COO370021 01/01103 07/01/02 01/01102 07/0
1I0 I 01101101 07/01100 OliO 1100 06130/03 12/31/02 06130/02 12131/01 0613010 I 1213 [100 06130/00 5 Sika 15LM SL 810 SikaCorp. 99572 6 [22 Rachel', Court Kaly, TX 77494 (281) 693·2121
Greg Reisz C04374648 C03370022 C023720S1 C023700[9 COl3n022 CO 137002 I 0[/01105 01/01103 07/01102 0[/01/02 07/01/01 0[101101 06/30/05 06130/03 12131/02 06/30/02 12121/01 06/30/01 5
Tremco 810 Spectrem 900 SL T􀁲􀁥􀁭􀁣􀁯􀁾􀀠Inc. 99083 3777 Green Rd. Beachwood, OH 44122 (216) 766·5680 Fax (21 G) 765·6737 To·Min Feng C04374745 C04371980 C03375498 C03371972 C03370026
C02372055 C02370023 CO I 372026 0[101105 07101/04 01101104 07101/03 01101103 07/01102 01101102 07/01/01 06/30105 12131104 06130/04 12131103 06130/03 12131102 06130/02 1213110 [ 7 Dow
Coming 902RCS Dow Corning 390 I S Saginaw Rd Rich Palmer C05370141 01101105 06130105 Material/Producer List 4 5//6/05 
Texas Department 0LTransportation Joint Producer Address/PllOnl 810 I Corporation Midland, MI 48686 99875 (517) 496-5799 7 I WatsonlBowman 􀁉􀀺􀁾􀁴􀀺􀀻􀁮aowman I􀀢􀀧􀀧􀀧􀀧􀁾C,.,,; l810
Dnve Spring, TX 77388 (281) 651-8394 􀀱􀁩􀁴􀀧􀀱􀁴􀁾􀁬􀀱􀁩􀁣􀀮􀀠.. '---j6975wcrafcoway 99S79i Chandler, AZ 85266 (602)P6-0406 􀀮􀀭􀀭􀀭􀀭􀁴􀂷􀁉􀀡􀁩􀁓􀁗􀁩􀁬􀁩􀁬􀁂􀀭􀀭􀁩􀁩􀀱􀁴􀁡􀁴􀁾􀁍􀁩􀀱􀀩􀁀􀁊􀀠􀁬􀀡􀁭􀁾
􀁯􀁯􀁾􀀠II'iI 􀁾􀁾􀁴􀁾􀁦􀀠'" 􀁗􀁾􀀢􀀢􀀮􀀠 􀀱􀂷􀁜􀁻􀁾􀁩􀀮􀁁􀁾􀁰􀁷􀁮􀀠 I. I􀁾􀀡􀁉􀁬􀁾􀀮􀁩􀀻􀀴􀁨􀀶􀀱􀀠 IC04373973 C03375511 C03371959 C03370013 C02372042 C02370013 C01372016 CO!370012 C003720SS
C00370012 C0437 1668 C03375541 C03370030 C02372059 C02370027 COI372030 COl370023 COO372098 COO370023 C05370035 C04373022 C04370452 C03371952 C03370006 C02372035 C02370006 CO I 372009
CO 1370006 C00372082 I􀁾􀁾􀀬􀁾􀀻􀀻􀀠 09/16/04 01101104 07/01103 01101103 07101102 01101102 07101101 0110 [10 I 07/01100 01/01100 07101/04 . 01101104 01101103 07101102 01101102 07/01101
01101101 07101100 01101100 01101105 07/01104 01101104 07101103 01101103 07101/02 OliOl102 07/01/01 01/01101 07101100 01101100 􀁾􀁾􀀠12131104 06130104 12131/03 06130/03 12131102 06130102
12131101 06f3010 12131100 12131104 06130104 06130103 12131102 06130102 1213110 06f30/0 12131100 06/30100 ! 06130105 12131104 06130/04 12131103 06130/03 12131102 06/30102 12I3110 06130/01
12/31100 I􀁪􀀩􀁊􀁪􀁀􀀡􀀱􀁬􀀡􀀱􀁾􀀠 Material/Producer List 5 5116105 
-----------------Texas Department o/Transportation Fr.qualified Joint Se.lers ExpiresCia.. Products Producer Lab No. TestedAddress/Phone No. Cont9ct (Gm':fiis':-SI14 Pecora SL Low Pecora
Corp. 165 Wambold Rd.8 Roy Cannon 􀁐􀀱􀀱􀀬􀀨􀀩􀁬􀁬􀁬􀁽􀁾􀀠􀁐􀁩􀁩􀁬􀀳􀀱􀀱􀁩􀁬􀀩􀁾􀁩􀀲􀁩􀁩􀀧􀁦􀁩􀁬􀀺􀀷􀀬􀁬􀁩􀁾􀀬􀁏􀀺􀁾􀀠Modulus Harleysville, PA 19438 , C04370185 01101104 0613010499981
810 01/01103 06130/03(215) 723·6051 C03370019 12131/02C02372048 07101102 01101102 06130102C02370029 12/31101COl3n032 􀁾􀁉􀀯􀁏􀁉..... r'···--··01101105 061301058 Sika 15LM SL Sika Corp.
6122 Rachel's Court Greg Reisz C04374649 1213110407101104810 99572 Kaly, TX 77494 C04372182 01101104 06130104(281) 693·2121 C04370458 07101103 12131103C03371968 01101103 , 06130103C03370022
C02372051 07101102 12/31102 01101102 06130/02C02370019 07101101 12121101CO 1372022 o[{O 110 I 06130101CO 137002 1 MateriallProducer List 6 5116105 
HIITB Cotpa; u". 15150 surveyor SIvd. Telephone (972:) 361-0064 The: HNT8 􀁾􀁡􀁮􀁲􀁥􀁳􀀠AddIson. TX 75001 Faeslmi1e {'!11'Z} 361-0065 Engineers Architects Planners www.hntb.com Archer
Western Contractors. Ltd. 2121 Avenue"f HNTB Suite 103 Arlington. TX 76006 Request for Information Response JulyS. 2005 Originator: Andrew Scheermann RFI Number: R-AWOIOI Subject: Light
Pole Template conflict with pennant Reqoest:: Please Reference Plan Sheets 306 & 303 and attached sketch Archer Western has discovered that the bottom template for the light pole anchor
bolts is in conflict with the pennant The Template extends approximately Y.i" past the face of the pennant Please provide a solution for this conflict as soon as possible as not to delay
the project ResponselAction Twn: As discussed on July 1". Archer Western is directed to install the anchor bolt pattern for the South traffic rail with the offset towards the traffic
lace -Y.i" off center of the T -4 rail. (Opposite ofsketch provide by Archer Western) It's requested that the area of the embedded anchor bolt template near the pennant be cold spray
galvanized to prevent rusting due to minimum concrete coverage. The Light pole for the North traffic rail should be centered on the T -4 rail concrete. By: Guy V Baulen, BIT HNTB Corporation
Date: July 5,2005 Cc: Fne Steve Chutchian, Town ofAddison Jerry D. Holder. HNTB Corporation 
IM1'B Coi/poIlllla. 15150 Surveyor Blvd. Telephone (97Z>J61-0064 The HNT8 Companies MdIs"" TX 75001 F._Itt (91Z) 361-0065 EngIneers Arc:hitects ?1ilnners VfWW.hntb.com Ardler Western
Contractors. Ltd. 2121 Avenue T HNTB Suite 103 Arlington, TX 76006 Request for Information Response July 5. 2005 Originator. Andrew SclIeennann RFINumber: R-AW073 Subject: Power Source
for load distribution centers A Be B Request Please Reference the Revised Plan Sheets 335 Please provide details on the locations and routing of the power sources for load distributing
centers (LDC) A at Bent 11 and LDC Bat Bent 8. Please provide information at your earliest convenience. Response/Action Taken: In response to the location of the power sources for the
Bridge lighting, please reference contract plan sheets BL-6 &:7, pages 327 & 328. The electrical service drop will be located near Station 58+50. The power sources for LDC A at Bent
11 will be provided by the conduit run from GB3 at Bent 8 underground and under Midway Rd. to GB 7 at Bent 11 as shown on sheetBL-22 &23, page 343 &344. 􀀴􀁊􀁾􀁌􀀭 By: Guy Van Baulen.
EIT Date: July 5, 2005 HNTB Corporation 0;; File Steve Chutcllian. Town ofAddison Jerry D. Holder. HNTB Corporation 
,!..... Ccc,... ..... Ccc,... 15150 Surveyor Blvd. T<I<phone ('172) 36! • 0064 The HNTB Compdnfes Addl_ TX 75001 Fac:sfrmle (972) 361-0065 􀁅􀁮􀁧􀁲􀁮􀁾􀁲􀁳􀀠Architects Pll'lMers www.hntb.com
Mr. Ben Withered Project Manager HNTB Archer Western Conlr.!ctors, Ltd. 2121 Avenue } Suite 103 Arlington, TX 76006 Re: Addison Road Traffic Control Plan July 1.2005 Dear Ben: The submitted
traffic control plan for Addison Road was review and accepted by the Town of Addison. Although this plan is acceptable. the Town has requested that Archer Western Contractors not close
any lanes along Addison Road or Arapaho Road until after July 3'" due to the Special Event which will occur on Sunday eveuing, "20" Annual Addison J<aboom Town". The Town thanks you
for all your cooperation. A reminder to Archer Western Contractors to continue to meet the requirement in the General Traffic Control Notes found on the Contract Drawing, sheet TC-l,
page 27. ThWYj[ aD1------􀁇􀁵􀁹􀁶􀁡􀁮􀁂􀁡􀁵􀁬􀁾HNTB Corporation Cc: Steve Chutchlan, Town of Addison Jerry D. Holder. HNTB Corporation File 
HIIIt1I Col pal Una 151$0 surveyor Blvd. Telephone (912) 361 􀁾􀀠0064 The liNTB CompanIes Addfson. TX 7SOOJ Fa:csfmlle (972) 361-0065 EnginHrs ArctVtects Planners www.hntb.com Archer
Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response June 27, 2005 Originator: Andrew Scheennann RFINmnber: R-AWOI07 Subject: Surveyor
Tie in Conflict Request:: Please Reference the Revised Plan Sheets 41 & 54 The Revised Plan Sheets 41 and 54, transmitted June 29, 2005, modifying the grades at the Arapaho/Surveyor
Intersection still have a drainage problem. Based on field as-builts of Smveyor Blvd. and the modified plan grades will produce a ·Pond" at STA 34+84.49; 107.24' O/S Lt just west of
the Driveway into the Addison Pump Station. Please review and provide a resolution as soon as possible as not to delay the project. Response! Action Talten: In response Archer Western
Contractors. Ltd. has found that the revise contract plans are causing a ponding issue. after review of the reissued contract plans with the provide T/C elevation and gutter elevation,
there is no provide contour grade that would create a ponding issue. IfArcher Western has found a conflict with the original elevation provide as existing elevation in the drainage and
roadway plans, HNTB would request Archer Western to provide these found elevation!(conflicrs), so a solution can be 􀁾􀁩􀁴􀀷􀁾􀀠􀁾􀁾􀁾􀀪􀀬HNTB Corporation Cc: FUe Steve Chutcbian. Town
of Addison jerry D. Holder, HNTB Corporation 
Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMATION RFI # ____􀁾􀀺􀀭___ PROJECT No. Arapaho Phase III Date; July 5, 2005 review of the attached
Sketch '1'. you will notice that the reflector as specified in the contract plans is in conflict with the approved Type C Ughts Bracket Sketch '2' shows modifications as discussed in
the owners meeting. The modifications shown in Sketch '2' will minimize fight : mainlance ISSUes. direct Archer Western and S&J on how to proceed with lighting issue. respond as soon
as possible as not to further delay the project. Page 1 
----s 􀁾􀀠!:\2 :R 􀁾􀀠l:!􀁾􀀠 .§ 􀁾􀀠 J \ 􀁾􀀠'" 􀁾􀀠" Ci IS). 􀁾􀀠b 􀁾􀀠 -􀁾􀀠::l:: 1 􀁾􀀠Ci "" (3 􀁾􀀠 J-L 􀁾􀀠.:::t 0 􀁾􀀠Q '& 􀁾􀀠""" 􀁾􀀠0 \.) @@@(5 􀁾􀀠􀁾􀀠 l\... t § 
• ..... • • at l 􀁾􀀠􀁾􀀠...2 􀁾􀀠􀁾􀀠-\􀁾􀀠􀁾􀀠t 􀁾􀀠􀁾􀀠t () '£\ 􀁾􀀠'£\ C) 􀁾􀀠􀁾􀀠􀁾􀀠...2 􀁾􀀠\i j 􀁾􀁾􀀠\('\ "'" " ,1:;\('\' 􀁾􀀠@@@@-I --ij, Vi 􀁾􀀠--x-4 V) t -l)'£\ <:i () 􀁾􀀠\-.

Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMATION RFI # __-,-10""S,--_ PROJECT No. Arapaho Phase III Date: ___"-Ju",ILy.,,SL'2",O,!05::::....___
Western and S&J ElectrIc have compiled the attached sheets, showing the revised bridge conduit locations as discussed with the Town of 􀁉􀁾􀁾􀁾􀁾􀁾􀀻􀁾􀀠and HNTB. The conduit material
changes in many instances. We understand that the material will be paid under the appropriate pipe In bid items. IPI"as,",,,>nfi,rm these revised conduit focatlon. Page 1 
Conduit Layout per Plans 􀁾􀀲􀁆􀁉􀀺􀀺􀁤􀁵􀁲􀁾􀀧􀀠􀀺􀁾􀀡􀁾􀀺􀀬􀀺􀁾􀁾􀀱􀁾􀁩􀁾􀁾􀀧􀁾􀀬􀁨􀁾􀀱􀀴􀁪􀁾􀁴􀁾􀀻􀁩􀁪􀁾􀀬􀀠􀀧􀁾􀁯􀀧􀀠" 􀀳􀁾􀀻􀀺􀀺􀀠􀀺􀀻􀁉􀁾􀁾􀁩􀀸􀀺􀁴􀀻􀀱􀀮􀁇􀀺􀀺􀀼􀀠􀁾􀁾􀁾􀀠􀁾􀀯􀀢􀁾􀀧􀁾􀀬􀀬􀀬􀀺􀀠
,C·2 􀁆􀁩􀁾􀁾􀀬􀁾􀀺􀀺􀁴􀀠􀀻􀀧􀀺􀁤􀁾􀁾􀁾􀁾􀁣􀀺􀀠'B 􀂢􀁑􀁾􀁩􀁾􀁊􀀮􀀬􀀠'0ulpUl 339. C-2 Fin: 􀁏􀁵􀁴􀁰􀁾􀁾􀀧􀀠. .. :":: " Ii:··/.; , . 􀁩􀁾􀁴􀁾􀁢􀁾􀁤􀁊􀁛􀁴􀁳􀀺􀀠.5' , 􀀧􀀺􀀧􀁴􀁾􀁴􀁡􀁬􀀠􀁃􀁾􀁵􀁊􀁴􀁓􀀺􀀮􀀧
􀀭􀀧􀀺􀁾''"':,:, , 
Proposed Conduit layout '. :"':T: 􀀧􀀻􀁾􀀧􀀺􀀮􀀮􀀠.', ': ' '" \ 􀁾􀁔􀀮􀁯􀁩􀁡􀁦􀁃􀂷􀁏􀁾􀁤􀁴􀁬􀁬􀀢􀀢􀀻􀂷􀀠0.' SpecifiC section of the T·4 Rell, where more than five Specificsectlon orlhe
T-4 Rail, YAlere more than five coi1duits will be present at one ttme the two col'lduils for conduits wllJ be present at one lime the two conduIts the type B fixture& will be run In
\he bridge dock (span 9) for the type B f'IxtImls will be run in the Pridge deck (span 9) 
Find /Replace dialog box Page 2 of2 lie IItum off special meanlnQof character c I IA llbeginning 01 line I 1$ !lend of line I I· Ilany single chaiacter I I:a Ilany alphabetical character
[a-z,A-Z] I I:d Ilany digit [0-9] I I:n lra;1valphanumeriC character [a-zIA-ZI0-9] I I:<space> IIA colon followed byaspace also'matches any punctuation characterl 1[···] lIany one 01
the characters in ... ; ranges such as a-z are 􀁉􀁾􀁡􀁬􀀠I I[A... ] lIany single character not in ... ; ranges are legal I Is' Ilzera or more occurrences of string s I Is+ Ilona or mor".occurrences
of slling s I 1st IIstring s followed by string t I In Cells If on, specifies a search for text in cells. Fractions If on, specifies a search for fractions. Fino Clicking the Find button
locates the specified text. Change Clicking Change replaces the text element in the Find field with the text element from the With field. Change All Clicking Change All replaces all
the specified text elements in the design file. Change Fence Clicking Change Fence replaces the text elements that match the current Fence search criteria. Change Single Clicking Single
replaces a single text element in the design file, as identified by the user. mk:@MSITStore:D:\Program%20Files\Bentley\Documentation\MicroStation.cbm::/ustnhel.. , 7/5/2005 
Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMATION RFI # __""10,,,9,--_ PROJECT No. Arapaho Phase III Date: ___",Ju",I:LY"'S:z..!2",0:=0",S:.......__
review of the attached Sketch '1', you wIll notice that the reflector as specified in the contract p'ans is in conflict with 'he approved Type C Lights i and Bracket Sketch '2' shows
modifications as discussed in the owners meeting. The modificatIons shown in Sketch '2' will minimize light ! maintenance issues.. ! iPlease direct Archer Western and S&J on how to proceed
with lighting issue, i Please respond as soon as possible as not to further delay the project. Page 1 
'" ·Ii 0!f:) 􀁾􀀠a \.L. 􀁾􀀠 --. _. .',.􀀭􀀭􀁾􀀠Cl 􀁾􀀠a b.;l: -Cl "" 􀁾􀀠-l.a .g 􀀬􀁾􀀠-4 L􀁾􀀠1.\2 1 􀁾􀀠 '-' .§ ] J 􀁾􀀠'-D " 􀁾􀀠• • 􀁾􀀠::t:: .l;!' -l 0..... 􀁾G Cs b 􀁾􀀠a 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠Cl
.2c:: "'"'􀁾􀀠 Ii: 􀁾'-0 􀁾􀀠 C) I{\ lJ c5 􀁾􀀠ii, 2"\ lJ ":!:: 􀁾􀀠\:: :::..::. '4\-􀁾􀀠Ii: 1\1) R.􀁾􀀠0 i:: j:;': @@@@
--1) t':l 􀁾􀀠-E =t • -\ 􀁾􀀠e t 􀁾􀀠• t () 􀁾􀀠'(\ 􀁾􀀠t:"\ 6 􀁾IlL • '(\ () 0-. 􀁾Itt 􀁾􀀠@@@@􀁾􀀠t '(\ d 􀁾􀀠􀀮􀁾􀀠w "'"'􀁾􀀠􀁾􀀠0 􀁾􀀠􀁾􀁾􀀠􀁾􀀠1:: 􀁾􀀠􀁾􀀠ij,--•::c--l V)-C) 􀁾􀀠
􀁾􀀠 '" 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 8, 2005 Submittal # : 1....___-'6;;.;0-'.1'--__......
Now Submiltlll : X To: HNTBITownofAddlson Ro-Submlttal : 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III A1W# 204059 (912) 450-2886 Engineer: HNTB Attn: Guy
Van-Baulen Submittal Specification Reference: Town of Addison /Plan Sheet DT-03 Description of Submitteilltem: Decomposed Granite -Product Summary Report &. Samples Manufacturer/Sub/Supplier:
Martin M arietla Related Section I Drawings: Town of Addison I Plan Sheet DT-03 Additional Comments: Contractor's Certification "Having Checked this SUbmission, we certify that it conforms
to the requirements of the Contract in all respects, except as otherwise indicated." The Decomposed Granite will mixed with Type Ill! Cement lnclude 2 Sags of Material Engineer's Stamp
Slg.: Print Name: Tide: Asst. Project Manager Reviewed by: Andrew Schneernann Date; June 8. 2005 􀁶􀁾􀀺􀀠Andrew Schneemann Copy: File 
Product Quality Summary Report Arapaho Road Phase III Submittal for Decomposed Granite Plant: 32 Mill Creek Decomposed Granite DGOl 5/8"(16) 316"(9,5) #4(4,75) #8(2,36) #40(Q.425) #200(0.075)
PAN(O) PlasUcily Index 100,0 89,9 58,4 46.1 30,7 9.10 0,00 7 aggQC Martin Marietta Materials, Inc. Page: 1 of 2 
Product Quality Summary Report Arapaho Road Phase III Submittal for Decomposed Granite Plant: 32 Mill Creek Comments: This gradation is for information only. This material Is said exclusively
for landscaping purposes. Samples.are available prior 10 shipment. Query: OYary Seldons: Report Create<l: 09102/2004 10:07 Date Range: 0910112001 • 09102/2004 a:ggQC Martin Marietta
Materials, Inc. page: , Qf Z 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date; June 28, 2005 Submittal # To: Attn: HNTB I Town of
Addison 16801 Westgrove Addison, Texas 75001-9010 (972) 450-2886 Guy Van-Baulen Project: Arapaho Road Phase III New Submittal: X Re..submlttal : AIW# 204059 Engineer: HNTB Submittal
Specification Reference: Description of Submitted (tem: Double Check valve Manufacturer/Sub/Supplier; American Landscape Systems Related Section /Drawings; Additional Comments: Contractor's
Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated." Sign: TitJe: Asst. Project
Manager RevIewed by: Andrew Schneemafln Date: June 28, 2005 Copy: File Watts 􀁾􀀠Series 007 aT SHOP DRAWING REVIEW Review ill only for general conformance with the design concept of
t antract documents, Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. nor departures therefrom, The
contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities and dimensions. for selecting'fabrlcatlon processes, for technlques of assembly.
for safety and for satisfactory performance of his work. 􀁾􀁯Exception Taken lOOB Corporation IJ Make Corrections Noted IJ Amend and Resubmit IJRejected -See Remarks 
Page 1 of 1 oc:.8{O-7. L Click Here to Print Page 007 QT Series Double Check Valve Primary Application Series 001 QT Double Check valve is installed to prevent the backffow of polluted
water into the potable water supply. The valve meets the requirements of ASSE Std. 1015 and AWINA Std. C510. Features: • One piece bronze body -unibody. • Ughtweight • Shorter end to
end dimensions. • Male by male conneclions -no adapters. • Working temperature rating up to 180°F. • Replaceable seats and seat discs. • Captured stainless steel springs. • Top access
all parts. 8/17/2004http://www.ewingl.com/ewinglhtmjpgs/14003660.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640-8734 SUBMITTAl. Date: June 28, 2005 Submittal/l :LI____7:.,:9::..1!....__--I
To: HNTB I Town of Addison New Submittal; Re-Submittal : X Attn: 16801 Weslgrove AddIson, Texas 75001-9010 (972) 450·2685 Guy Van-Sauleo Project: Arapaho Road Phase III ANV# 204059 Engineer
HNTB Submittal Specification Reference: 02810 • I rrigation System Description of Submitted Item: Rota SprinKler Heads Manufacturer/Sub/Supplier: iAmerican 􀁌􀁡􀁮􀁤􀁾􀁰􀁥Systems Related
Section IOrawings: 02810·13 B Additional Comments: Contractor's Certification "Having Checked 1his submission, we certify that it conforms to the requirements of the Contract in all
respects, except as otherwise Sign: Print Nam. Andrew Schneemann TItle: Asst. Project Manager Reviewed by: Andrew ScMeemann Oate: June 28, 2005 COpy: ____-'"File"'-____ Model !-20 Wi!!
be used in areas denoted In plans (or roto heads Engineer'S Stamp SHOP DRAWING REVIEW Review Is only for general conformance with the design concept of the contract documents, Markings·
or comments shall not be nstrued as relieving the contractor from compliance With the project plans and specifications, nor departures therefrom. The contractor remains solely responsible
for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting'fabrlcation processes, for techniques of assembly. for safety and for satisfactory
performance of his work. 􀁥􀀧􀁎􀁾􀀠Exception Taken 􀁬􀁾Corporation o Make Corrections Noted o Amend and Resubm1t o Rejected -See Remarks 
Page 1 of3 Click Here to Print Page 1·10 & 1-20 Ultra Rotors Upgrade to heavy duty, commercial grade features In a sprinkler tIIafs ideal for residential and commercial projects. • Models:
Shrub and 4" (10 cm) and 12" (30cm) Pop-ups (optional stainless stael riser on 4" pop􀁵􀁰􀁭􀁯􀁤􀁥􀁾􀀠• Radius: 25' to 51' (l,6 to 15,5 m) • Discharge rate: .9 to 1-10 1-208.2 GPM (0,20
to 1-20-HP 1,86 m3/hr; 3,4 to 31,Ollmin) • Arc: Adjustable or Full-CIrcle versions • Inlet: 3/4" • Nozzles: 12 interchangeable nozzles (8 standar.d and 4 low angle) • FloStop(TM) Control
allows stoppage of flow atian individual head The Indusmal-Strength Rotor for Residential and Commercial Use Ifyou're looking to upgrade over a typical residential grade rotor, this
is where the search ends. No other rotor in its ciass gives you more. Like easy arc adjustment right at the top of the sprinkler, a heavy duty spring with reliable retraction, and a
standard watersaving drain check valve that handles up to 10 feet of elevation change. Plus, we now Include a rack of nozzles that includes both standard and low angle nozzles (the ideal
solution for virtually any landscape situation), as well as the new FloStop(TM) feature that provides the added convenience of easily stopping water flow through a single head without
turning off the entire system. With its ultra-sturdy construction, rest assured you've got a product that's sure to endure -it's even protected by a full five-year warranty! But, for
those who still want more, be sure to consider our stainless steel option. http://www.ewingl.com/ewing/htmjpgs/44002400.htm 8/17/2004 
Page2of3 FEATURES AND BENEFITS Integral rubber cover Stays put to keep play areas safe Full rack of 8 standard and 4 low angle nozzles Continuously Improved, honest performance, superior
close-in coverage (now with key-lock installation) NEWI FloStop(TM} Control Allows stoppage of ftow through an individual head while remainder of system is running Easy arc adjustment
(40 -360) Right at. the top of the sprinkler 􀁣􀁯􀁮􀁴􀁬􀁮􀁾􀁏􀁵􀁳􀁬􀁙􀀠improved gear drive Backed·by over a decade of proven reUability Commercial grade spring Reliable retraction every
time Drain check valve for up to 10' elevation change Saves water, reduces liability 8/17/2004http://www.ewingl.com/ewing/htmjpgs/44002400.htm 
Page 3 of3 PSI' n 􀁾􀁰􀁩􀁩􀀠30 30' \) 4(l 􀁾􀀱􀀠1 0 1.0 50 31' 1.2 60. 32 13 30',· 32', 1:2": 1", 40'.' 33' 14 ,Il. 50"'. 􀀳􀀴􀁾􀀺􀀮􀀠1;If:. 6l.f. 􀀳􀀴􀁾􀀧􀀠1$i' 30 :)4' 1 6 2n 4(l 36
HI ,II 50 38' 2JJ 60 3$ 22 30 36' 2.0 30 40 38' 24 , ill'· 481 2.71, 60 4(\' 2.9" 30 36' 26 40 40' 303.5 50 42' U 60 42' 􀁾􀀠7 30 37' 3,2 4;0. 40. 40'. 3. t 50 􀀴􀀳􀁾􀀠4,t 60 44' 4.6,
30 ;?8' 42 40 43' UI60 . 60 48' 5.5 60 .17' S.O 40,:' .:lei', 8.0,. 8Ii sa: .:Is( 6.lt .11. 00; .. 7.6: 70' Sf' 8.2 8/1712004http://www.ewingl.com/ewinglhtmjpgs/44002400.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640·8734 SUBMITTAL Date: June 26, 2005 Submittal # '1...1___.....:.7.:..7.:.:1___--J
"New Submittal: X To: HNTB I Town of Addison Re..submittal : Attn; 10801 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀁑􀀱􀀰􀀠(972) 450-2886 Guy Van·Baulen Project: Arapaho Road Phase ill
AIW# 204059 Engineer: HNTB Submittal SpeCification Reference: 02810 􀀭􀁉􀁲􀁲􀁩􀁾􀁡􀁴􀁩􀁯􀁮􀀠System Description of Submitted Item: Round Box Manufacturer/Sub/Supplier: American Landscape
Systems Related Section /Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in
all respects. except as otherwise indicated," Sign: Print Name: Title: Ass1. PtOjeet Manager Reviewed by! Andrew Schneemann Date: June 28. 2005 Engineer's Stamp SHOP DRAWING REVIEW Review
Is only for general conformance With the design concept of the contract documents. Markings Markings or comments shall not be construed as relieving the contractor from compliance With
the project plans and specifications, nor departures therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities and
dimensions, for selecting-fabrication processes, for techniques of assembly, for safety and for satisfactory performance of his work. iNO Exception Taken ImrB Corporation [] Make Correctlotlli
Noted o Amend and Resubmit /' o 􀁒􀁾􀁥􀁣􀁴􀁥􀁤-See Remarks By. 􀁊􀁾􀀼􀀭􀀭_Date 1/'1//)r COpy: 
Page 1 of 1 [ CliCk Here to Print Page ) \METEK"ACClSS BOXES 10" Round Box Today, AMETEK, Inc. Access Boxes are considered to be the best-within significant irrigation industries. An
independent crush test at the University of Wisconsin Engineering Test Lab showed the AMETEK, Inc. Product to be much stronge r than all of its competitors. Meter Boxes are manufactured
in !!ve major sizes. They have extensions, a variety of names and colors, and various applications in the turf irrigation, waterworks and electrical industries. Boxes are available in
green, black, gray, tan, red brick and mulch brown. Lids come labeled with "Control Valve," 'Water Meter," "CAlV," ·Sewer" and ''Telephone.'' UNIT SKID 3· effItctlw MfsIttNAME WT. CTY.
WT. Assembly 4.6 Ibs. 135 660Ibs. Box Only 3.4 Ibs. 135 5001bs. Lid Only 1.2 Ibs. 650 8201bs. Extension 1.2 Ibs. 200 2801bs. Handle 1.2 oz. 1314" http://www.ewingl.comJewing/htmjpgs/38008310.htm
8/17/2004 
ARCHER WESTERN CONTRACTORS, L TO. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal If ,LI___--'7..::8;;.;.1___--'
New Submittal :_X_ To: HNTB I Town of Addison Re-$ubmittal : 16601 Weslgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III AIW# 204059 (972) 450·2886 Engineer. HNTB Attn:
Guy Van-Baulan Submjttal Specification Reference: 02810 -I rrigation System Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section /Drawings: Additional Comments:
Contractor's Certification "Having Checked this submission, we certity that it conforms to the requirements of the Contract In all respects, except as otherwise indicated. " Ass!. Project
Manager Reviewed by: Andrew Schneemann Date; June 28, 2005 Copy: ____..:F:..:iI:::.e____ Quick Connect Valve American Landscape Systems Model QB3SBL07 Model now made with Stainless Steel
lid Not Brass Engineer's Stamp SHOP DRAWING REVIEW Review Is only for general conformance with the design conceptof the conlraCI documents. Markings or comments shall not be const d as relieving the contractor from compliance with the rojeet lans and specifications, nor departures therefrom. The
contractor remains solely responsible for details and accuracy, for confirming and correlating aU quantities and dimensions, for selectlng·fabrlcation processes, for techniques of assembly,
for safety and for satisfactory performance of his work. o No Exception Taken maD Corporation Cid'ake Corrections Noted rtfAmend and Resubmit ,,. C ReJected -See Remarks By. Je¥z Date
. >} 1"1( 􀁾􀀠 *􀀡􀀱􀀱􀀱􀁁􀁾􀁲􀀠&:-􀀻􀀱􀀱􀁾􀀠&c:::..V67S I%x.-. "'$(ez1. 􀁾􀁩􀀼􀀺􀀮􀁁􀀢􀁦􀁬􀁯􀁾􀀠, 
Buckner: One Piece Quick Coupling Valve Spec Page 1 of4 $'/1 '7$,'I" Click Here to Print Page Quick Coupling Valve 11 /One Piece Models fYliJiU' Description 6( B 3 sB1..,.0 7 Quick Coupling
Valves are available in %" , 1" and 1y,;" inlet sizes. They are used where a water outlet is required for possible irrigation or wash-down. Application Quick Coupler Valves offer economical
irrigation of large turf areas and provide for future conversion to pop-up rotors. They are also used where supplemental watering or washdown is required. Features • Available in %"
, 1" and 1y,;" Female NPT inlet· • Lid stays closed by strong positive-action spring. • High visibility TuffTop'" or brass lids available. • Constructed of solid red brass for durability,
economy and recycla bility. • Corrosion resistant stainless steel spring and self.. flushing brass plunger. • Wrench flats at base for easy installation. , • Drain hole in body to minimiZe
debris collection. • Chevron-shaped wiper seal to reduce leakage around key while inserted. • Self cleaning seal design. • Brass plunger and stainless stael spring to eliminate corrosion.
• Availabie locking lid for vandal resistance and non-potable application. • Flow ranges from 5 to 100 gpm. '. Handles pressures up to 150 psi. • Locking rubber lid (use with TLK lock
top key). • Lavender TuffTop'" locking lid for non-potable water (NP). • Optional British Standard Threaded version available (BS). • Five-year warranty. QB5NP10 1" One-piece Quick Coupling
Valve with Non-potable Lavender TuffTop"" Locking Lid Specifications The quick coupflng valve shall be a one piece type using a [single, double] slot keyway. The valve body and coupler
key shall be made of cast red brass. The lid shall be made of brass or polypropylene. The seat disc plunger shall be spring-loaded to maintain the valve in a closed position at zero
inlet pressure. Coupler seal shall be removable from the top while valve is under pressure. The lid shall be spring loaded for positive closing and made of 302 stainless steel spring
temper cres wire. The TuffTopTM shall be capable of locking (and unlocking with the use of a (TLK) key, which prevents unwanted use of the Quick Coupling valve. The valve shall have
a inch inlet and be capable of gpm flow at psi maximum pressure loss. The -va-;Iv-e-s-:-h-a:;-II;:'be opened and closed by a [single, double) lug coupler key having a;;_-:-__ inch Male
NPT outlet thread, and/or a ____ inch Female NPT outlet thread. Note: All inrigation systems should be properly filtered to eliminate contaminants. Chemical pollutants may also be hazardous
to valve life and operation. Be sure to determine the fitness of any product for ils application. To Specify: QBS NP 10 BS Model Lid Size Option Option Quick Coupling Valves· One Piece
Model Cecriptions 8117/2004http://www.ewing1.com/ewing/htmjpgsi02005314.htm 
Buckner: One Piece Quick Coupling Valve Spec Page 2 of4 1 􀁾􀀠􀁷􀁧􀀮􀁾􀁮􀀠5 "-_-IHeight 4 3/8' Widlh 2 318' Height S 3/8' Width 3 3/8' HeightS 718' Width 3 7/8" .;.;;.",.------1 􀀡􀀢􀀧􀁾􀁟􀀮􀀢􀀢􀀢􀀧�
�􀀧􀀧􀀧􀀧􀁢􀁾􀀠',' ',' 􀁾􀀠>iuofor' lO7 􀁾􀁦􀁾􀀧Female, doubl& lug , I􀁾􀀠:!I'ale.􀁾l' Female, doubl& lug for' , WDgC' ",e, ..􀁾􀀧􀀢􀀠D, ' "D,' ''', TlK ) kev for Qulek QB -O"e-'"'i..
, .... Body Design ,In PSI GPM 􀀭􀀺􀁾􀀺􀀳􀀠. . --􀁾􀀠:::j • In Bar Metric! rr.-nkPa 􀁾􀀭􀀺􀁾􀀵􀀠􀀭􀀺􀁾􀀡􀀿􀀠AIIQII3 AlIQ'" AJIQB7 lim 􀀻􀀻􀀡􀀮􀁾􀁾􀀮􀀳􀀠􀀭􀀺􀁾􀀡􀀶􀀠m3Jhr -$0... $0110
$0_ 12:41 -1." 0.05 · · 28.21 --49,51 · 225 0,12 ]. · · -· . 3.38 0.28 · -· 4.51) 0,49 0.07 · R75 · 0,20 -; -. -9.00 -0." · 11.25 · 0.6l 0," 13,51) -O.S/􀁾􀀲􀀧􀀠15.75 · -0,., 1•.00 ·
-045 22.50 --0,75 Installation 8/17/2004http://www.ewingl.comiewing/htmjpgs/02005314.htm 
Buckner: One Piece Quick Coupling Valve Spec Page 3 of4 Install all avc's on swing joint assemblies and hand tighten. Use only Teflon tape as sealant. Position and level as required
10 grade. http://www.ewingl.comiewing/htmjpgs/02005314.htm Quick Coupler Valve (One-Piece) In$ta1latiort Detail L Buckner series quick ooupler valve Model# _____ 2. finish grade 3. ____
PVC schedule 80 nipple (\..____ min. length) 4. PVC Tx T 90· ell 5. PVC street ell 6. ____PVC schedule 80 nipple \..(____ min. length) 7. Lateral line piping 8. Lateral line pipe fitting
NOTE: Teflon tape all threaded joints. Quick Coupler Vatv. (One-Piec:e) Inatallallan Detail 1. Buckner series quick ooupler valve Model# ____ 2. Finish grade 3. ____PVC schedule ao nipple
(L..____ min. length) 4. PVC Tx T90· ell 5. PVC street ell 6. ____PVC schedule aD nipple (L..____ min. length) 7. Laleralline piping 8. Lateral line pipe fitting 9. Rebar, length as
required for support 10. SS Pipe clamps, size as required 8/17/2004 
ARCHER WESTERN CONTRACTORS, L TO. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # :LI___.-!7::.6:.:.1___--'
New Submittal: X To: HNTB i Town of Addison Re..Submittal : 16801 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠Project: Arapaho Road Phase III ANV# 204059 (972) 450·2886 Engineer:
HNTB Attn: GIlY Van·Baulen Submittal Specification Reference: Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section /Drawings: 02810 􀂷􀁬􀁲􀁲􀁩􀁧􀁡􀀡􀁩􀁯􀁑􀁾􀁓􀀢􀁹􀀢􀀧􀁳􀀡􀀢􀀧􀁥􀀢
􀀧􀁭􀀧􀀭________1 Jumbo Box American landscape Systems 2810 Additional Comments: Contractor's Certification "Having Checked (his submission, we certify lhat it conforms to the requirements
of the Contract in all respects, except as othel\v;se indicated." TItle: Asst. Project Manager Reviewed by: Andre'N Schneemann Date: June 26. 2005 Copy: ____-'-'''-____ SHOP DRAWING
REVIEW Review is only for general conformance with the deSign concept of the contract documents. Markings or comments shall not be c.onstrued as relieving the contractor from compliance
with the project plans and specifications, nor departures therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities
and dimensions, for selecting-fabrication processes, for techniques of assembly, for safety ilnd for satisfactory performance of his work. 􀁾􀁯Exception Taken 􀁉􀁾Corporation [J Make
Corrections Noted [J Amend and Resubmit [J 􀁒􀁾􀁥􀀨􀀻􀁴􀁥􀁤􀀠-See Remarb 
Page 1of 1 Click Here to Print Page \METEK"ACCESS BOXES Jumbo Box Today, AMETEK, Inco Access Boxes are considered to be the best -within significant irrigation industries. An independent
crush test at the University of Wisconsin Engineering Test Lab showed the AMETEK, Inc. Product to be much stronger than all of its competitors. Meter Boxes are manufactured in five major
sizes. They have extensions, a variety of names and colors, and various applications in the turf Irrigation, waterworks and electrical Industries. Boxes are available in green, black,
gray. tan, red brick and mulch brown. Uds come labeled with 'Control Valve; "Water Meter," "CATV," "Sewe(' and 'Telephone." 8117/2004http://www.ewingl.com/ewing/htmjpgs/38008510.htm

ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 SUbmittal # : I 75.1 􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀁾􀀭􀀭.....
New Submittal: X To: HNTB I Town of Addison Re-.$ubmittal : 16801 WestgfOYe Addison, Texas 75001·9010 Project: Arapaho Road Phase III AIW# 204059 (972) 450-288£ Engineer. HNTB Attn:
Guy Van-8aulen Submittal Specification Reference: [ 02810-Irrigation System Description of Submitted Item: Master I Slalion Valves i Manufacturer/SUD/Supplier: -C" American 􀁌􀁡􀁮􀁤􀁾􀁰􀁥􀀠Systems
; Related Section /Drawings: 02810-12 A & B Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it confonns to the requirements of the Contract
in all respects, except as otherwise Indicated." Sign: Print Name: Andrew Schneemann ritle: Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 28, 2005 Copy: File Engineer's
Stamp SHOP DRAWING REVIEW Review is only for general conformance with the design concept of [he contract documents. Markings or comments shall not be construed as relieving the contractor
from compliance with the project plans and speCifications, nor departures therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating
aU quantities and dimensions, for selecting' fabrication processes, for tecbnlques of assembly, for safety and for satisfactory performance of llis work. 􀁾􀁯Exception Taken llNI'B Corporation
CI Make Corrections Noted CI Amend and Resubmit 􀁾􀀠CI Rejected -See Remarks By 􀀮􀁪􀁾􀀠DatA! 1/rl/6!"" 
Page 1 of3 􀀷􀀭􀁾􀀩􀀠\ CliCk Here to Print Page 11000CR SERIES CONTAMINATION RESISTANT VALVE The 11 OOOCR Series is a normally closed type valve; in the event of power failure, valve
closes. The 11000CR has excellent low flow characteristics which make it an ideal choice for microirrigation. Features: • 5 Year Limited Warranty on valve, 7-Year Limited Warranty on
the S24B solenoid. • Unique Dual Ported Diaphragm to greatly minimize clogging and malfunctions. In operation, the diaphragm ports constantly flex, inhibiting sand, silt and debris from
blocking the valve action. • The unique porting design also permits equal pressure on both sides ofthe diaphragm wall, regardless of line pressure, when valve is not operating. This
feature prevents diaphragm "stratching", a common cause of valve failure in valves which are ported through the seat. • The 11 OOOCR Series diaphragm is made of nylon fabric reinforced
Buna-N rubber; a grooved rib interlocks with cover and body to prevent leakage. • Exhaust Orifice is non-corrosive and has an opening sized larger than the diaphragm ports so that any
pieces of sand or silt passing through the diaphragm will not be trapped beneath the solenoid actuator. • S24B Solenoid manufactured by Weather-matico Construction is molded resin having
no carbon stael components exposed thereby efiminating possible external corrosion and deterioration. Solenoid is completely waterproof, With an O-Ring Seal, and complies with NEC Class
II circuit requirements for 24V a.c. operation (also operates on 12 volts d.c. up to 75 psi). • The S248 Pro-CaplM actuator is slain-less steel enclosed in a watertight protection capsule
with a molded-in-place rubber exhaust port seal; a stainless steel spring assures pOSitive seating. • High Strength Glass-Filled Plastic Body and Cover designed to operate in heavy duty
commercial applications. Stainless steel 1/4 inch cover bolts and mating brass body inserts make reassembly easy. • Shock Cone on diaphragm sealto eliminate water hammer in all except
extreme cases. • Flow Control. A brass, non-rising type flow control stem for throttling the valve from full open to full close positions. 8/17/2004http://www.ewingl.com/ewingihtmjpgs/52002660.htm

Page2of3 • Manual Bleed Lever. An easy-to-use, hand operated control bleeds valve to downstream; has stops for open and closed positions. Options: (Factory Installed) • XPR Pressure
Regulator. The Weather-matic XPR pressure regulating module senses inlet pressure and maintains constant outlet pressure. See PRK-24 in valve accessory section for specifications. •
Non-potable Alert Solenoid. May be substituted for standard model. Specify XS24NP. Operating Data: • Cold water working pressure: 150 psi Electrical: • Wiring requires a single lead
from the controller to each solenoid, plus a common newalto all solenoids. Type UF wire, U.L. listed, is recommended for all hookups. 24VACI60 Hz. Inrush: 9.86 VA Holding: 5.69 VA 24VACI50
Hz. Inrush: 10.7 VA Holding: 7.5 VA • Do not use nominal voltage ratings listed above for sizing of valve wire. See wire sizing tables. Installation: • Teflon tape is recommended. •
1 inch FIP can be bushed to 3/4 inch. • 1 -1/2 inch FIP can be bushed to /-114 inch. • Intemational Threads. (Specify ISO) 8/17/2004bttp:llwww.ewingl.com/ewing/htmjpgs/52002660.htm 
Page 3 of3 .'" ""'ltallQWSi,....llJOl 􀁬􀁜􀁴􀁾􀀠􀁾􀀠1M 􀀮􀁾􀁾, U--, U " "'.1 " ... > , -" ••• J •• aD > ,. 1l.' T "" .., 1 "''1 u I __􀁾􀀠.. 1Ll! .. .a D..7 I ... __􀁾􀀺􀁾􀁾􀀧____􀁾􀁾􀀱􀁾􀀱􀁾􀁏􀀭􀁾􀁾
􀀭􀀡􀀺􀀠__,,'.."---I-___ 􀁾􀁾􀀮􀁟􀂷􀁾􀀽􀁉􀀠',2 __􀁴􀀢􀁴􀁾􀀬􀀺__+ 􀀫􀁾􀁾1, ____ [ __. 1M I lUI-r" 8/17/2004http://www.ewingl.com/ewinglhtmjpgsl52002660.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # :LI____􀀷􀀺􀀮􀀮􀀺􀀴􀁾􀀮􀀱􀁾____..J
New Submittal: X To: HNTB/TownofAddison Re·Suhmittal : 16801 Westgrove Addison. Texas 75001·9010 Project: Arapaho Road Phase III ANV# 204059 (972) 450-2BB6 Engineer: HNTB Attn: Ow Van-BauJen
Submittal Specification Reference: 02810 -Irrigation System Description of Submitted Item: Ball Valves 􀁍􀁡􀁮􀁵􀁦􀁡􀁣􀁴􀁵􀁲􀁥􀁲􀁉􀁓􀁵􀁢􀁩􀁓􀁵􀁰􀁰􀁬􀁩􀁥􀁲􀀺􀀭􀁾. American 􀁌􀁡􀁏􀀡􀀻􀀻􀁾􀁰􀁥􀀠Systems
Related Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Centrad in all respects,
except as otherwise indicated." An:her W !em Contm "'. Sign: Print Name: Andrew Schneemann Title: Asat. Project Manager Reviewed by: Andrew Schneemann Oat.: June 28. 2005 Copy: ____-'-''''-____
02810-12C"-_______-' Engineer's Stamp SHOP DRAWING REVIEW REVIEW Review Is only for general conformance with the design concept of the contract documents. Markings or comments shall
not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The -l---,,,,,,,,,,actor remains solely responsible
for details and accuracy, for 􀁾􀀠confirming and correlating all quantities and dimensions, for selectlnglfabrlcatlon processes, for techniques of assembly, for safety and for satisfactory
performance of his work. I , Il!f No Exception Taken [J Make Corrections Noted [J Amend and Resubmit [J Rejected -See Remarks INrB COl'IIOration '1 􀁊􀀱􀁬􀁾􀀠By. Jft?.Date'__ ..."""􀁟􀁾􀁟􀁾􀁩􀀮􀁉􀁬􀀠
Page 1 of 1 ( Click Here to Print Page 2" Utility SS Ball Valve A high quality, economical, quarterturn shut off valve designed for home, irrigation, and pool and spa applications. Available
in IPS sizes 1/2" through 2" with choice of either socket or threaded end connectors. Features: • One piece sealed unit never requires adjustment. • Heavy bodied PVC construction. •
Standard EPDM o-rings. • High Impact Polypropylene handle with double stop engagement. • Equipped with Spears high strength Safe-T-Shear stem. • All Utility Ball Valves are NSF Listed
for potable water use. • Full Schedule 80 bore in full open position, full bore virtually eliminates pressure drop, providing optimum flow. • 150 psi Pressure rating maximum internal
pressure at 73"F for a variety of applications. :' Itlt. ,,,..11-' til' i':" 11" lid.'«\...um t 􀁾􀁭􀁬􀁾􀀠,f,/"'f'I"'In4!Utt"'} ("t"t fl.\) rUtj i-t\:. 􀀭􀀮􀀺􀀮􀀮􀁾􀀧􀀮􀀢􀁌􀀠..!±!..
􀀧􀁾􀁾􀀮􀀧􀀬􀀻􀀠-􀁾􀀭. 􀀭􀀭􀀺􀀮􀀮􀁾􀁾.. 􀁾􀀧􀀡􀀺􀀮"', --rf'·􀁴􀂷􀁾􀀬􀀠" *' d 8117/2004http://www.ewingl.com/ewing/htmjpgsl20001860.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 26, 2005 Submittal # To: HNTB I Town of AddisOll
New Submittal: Re-Submittal : X Attn: 16601 WestgroYe Addison, Texas 75001-9010 (972) 450·2886 Guy Van-Baulen Project: Arapaho Road Phase III AfW# 204059 Engineer: H NTB Submittal Specification
Reference: Description of Submitted Item: SOlvent Weld PVC Manufacturer/Sub/Supplier: American Landscape Systems Related Section I Drawings; Additional Comments: Contractor'S Certification
"Having Checked this submission, we certify 􀁴􀁨􀁾􀁴􀀠it confonns to the requirements of the Contract in all respects, except as otherwise indicated." Archer Westem c?;ft",rac.:' Sign:
􀁾􀀠.,./'" /" POnl Name: Andrew 􀁓􀁣􀁨􀁮􀁥􀁥􀁾􀁡􀁮􀁮􀀠Title: Asst. Project Ma.nager Reviewed by: Andrew Schneemann Date: June 2B, 2005 Copy: _____􀁆􀁾􀁉􀁉􀀺􀀺􀀺􀁥____ Engineer's Stamp
SHOP DRAWING REVIEW ReView Is only for general conformance With the design concept of the contract documents. Markings or comments shall not be 􀁉􀁾􀁯􀁮􀁳􀁴􀁲􀁵􀁥􀁤􀀠as relieving the
contractor from compliance with the r----project plans and specificatiOns, nor departures therefrom. The contractor remains solely responsible for detalls and accuracy, for confirming
and correlating all quantities and dimensions, for 􀁳􀁥􀁬􀁥􀁣􀁴􀁪􀁮􀁧􀀧􀁦􀁡􀁾􀁬􀁣􀁡􀁴􀁩􀁯􀁮processes, for 􀁴􀁥􀁣􀁾􀁮􀁬􀁱􀁵􀁥􀁳􀀠of assembly, for safety and for satisfactory performance
of his work. 􀁾􀁯Exception Taken IWTB Corporation [J Make Corrections Noted [J Amend and Resubmlt [J Rejected -See Remarks 
. Ewing Irrigation Products Catalog: PVC, Fittings page:.: ot 1. C' 1 ,.J<.-hI11Imi 73/(12Slt;l'if) 5 6 a 10 SOil, Out:&fde Jnside J Weill ' , Diameter , ,Thldme-ss it i (inc....) (lI>eM,)!
(I"ohesl 6;lIPS ! 64 5.563 i 6.37. O.O!S1 160 IPS 2Ii' _200 􀁾_J 􀁾􀀱􀀠J SGH 4011"1; ISO Nil 6311'5 64 -;<;oIPs f 41 12511"5 : 32,5 .. -160 IPS 􀁾􀀠􀁾􀁉􀀾􀀠200 IPS 21 .SCH 40iPA 11101
NA SCH eO/PIl2BO' NA 5.563 .." "'ts..sea i 􀀵􀀮􀁾􀀠􀁓􀁾􀀵􀀶􀀳􀀠I .... -...􀁾􀀮􀀠􀁾􀀮􀀻􀀶􀀳􀀠52:i6a , J 6.0>5 -' I6.625 6.62;' : . _·····t··· 􀀶􀁾􀀠! &.625 6.625 , 􀁾􀀮􀀻􀀻􀀲􀁓􀀠, 5.27
0,138.. ,------5.19 0.171 􀁾􀁾􀁩􀁏􀀠, 0.214 􀀴􀀺􀀹􀀹􀁾􀀱􀂷􀀠Q.2GS 􀀬􀀬􀁾..,;J,(J1 􀁏􀀮􀁚􀁾􀀠4.76 0.375 'I.<IQ (M1Il7 ...--f-----6_27 0.162 6.18 . O.21N "-..􀁾􀀠.. 6.07 i MSS 5.94 0.3'111
$.02 0.2110 5.70 0.432 􀁉􀀭􀀭􀁾1".5_.L64 a.625-l-tl..l!I O.I3!l 􀁾.-. 100 IPS i 41 M25 B.17 0.210 􀁾􀀱􀁦􀁉􀁓􀀠! 32.5 8.625 I 6.0l; 0.205 􀁾􀁉􀁐􀁓􀀠• 21 8.625 7,14 Q,410 􀀮􀀭􀀭􀁾􀀭􀀭..-SCtf40/PfIl60
tNMiS. 8.625 7_91 O.J32 SCHOOII'R 25ll i Nil 8.625 7.5-5 0.500 100 FT HD 20' !93,5 8.160 ! 7.97 ! ().()1l7 100 IPS 41 i lo.t'5tl l 10.11$· 1 􀀧􀁊􀀮􀁾􀁏􀀧􀀮􀀱􀀠i ,.0.33112511'5 32.b 10_750
I 10.04 _.'.6011"5 ;'26. -1(i75i)T ;;:;;;;"-.. ..:.",1o;.rr3'i!:. " ..􀀭􀁾􀀢􀀠mOIPs 21 10.750 : 􀀧􀀻􀁴􀀮􀀭􀀵􀁾􀀠O.!\l1 􀁾􀁣􀀮􀁈􀀱􀁯􀀯􀀡􀀧􀁬􀀧􀁉􀀱􀀴􀁑􀁾􀀠􀁾􀀮􀀷􀀵􀁇􀁊􀀮􀀠lj.ilt1 0..»65'
.! 􀀺􀀮􀁾􀁟􀀻􀁣􀀭􀁟􀁉􀀭SCH 00_ 230' NA 􀁾􀀠9.411 ! O$3'i lOG n: HO 20' ' 􀁾􀀳􀀮􀀵􀀠0.109 B311'5 !!i4 12.750 I 12..32 i 0.199 j'"-100 IfIS r:i1f1-+ '2.08 i 􀁺􀁲􀀻􀀮􀀳􀀱􀀱􀀧􀁾􀀱􀀭􀁬􀁖􀁾􀁏􀀠12511'S
32.5'2.150: 11.91 0.392 􀀭􀀭􀁾􀀧􀀭􀀭􀀭􀁾􀀭􀀢􀀧􀁾􀀭􀀭􀀭􀀬􀀺􀀭􀁲􀀢􀀭􀀭􀁾􀀭􀀮􀁟􀀭􀀫􀀭􀀧􀁾􀁭􀀠--lUIlIPS '15IP!; C.172 http://www.ewingl.com/ewinglhtmjpgsl07000280.htm 12 r-􀀺􀁾􀁾􀀮􀁾􀀺􀁦􀀺􀀡􀀺􀀺􀀭􀁌􀀺􀁾�
�􀁚􀀢􀁴􀀠􀁾􀀺􀀺􀀺􀁾􀀫􀀠 􀁓􀁃􀁈􀀴􀀰􀀯􀁐􀁾􀁽􀀺􀀱􀁏􀀮􀁟􀀮􀁊􀀺􀁉􀁾􀁾􀀱􀀲􀀺􀀷􀁾􀀠tLSS_I: 􀁏􀀮􀀴􀀰􀀱􀁬􀀬􀀺􀀺􀀺􀀬􀁾􀁉,SCH 􀁉􀁾􀁁􀁁􀀠230! NA : , ?750! ! 1.2t3 0,881 􀀧􀀱􀀰􀁮􀁆􀁔􀁈􀁯􀁲􀁯􀂷􀀧􀀮􀁾􀀳􀀮􀀵􀀡􀀠;2,2
40 . 􀀱􀀱􀁾􀀱􀀠􀁾􀀱􀀠,QnrrHD40·.?3.. 1 12.2-IO 11.96 0.1-31 'H.lU r1 􀀾􀁩􀁬􀀩􀁾􀀧􀀠􀀢􀀹􀀳􀀧􀀬􀁾􀀡􀀠􀁾􀀠􀁾􀀬􀀳􀀨􀁬􀀡􀁽􀀠􀁬􀁾􀀮94 I f). f &: H.94'5 j"OU 􀁲􀁲􀀾􀁩􀁛􀀩􀁾􀀠􀀺􀀻􀁾􀀳􀁾􀀵􀀱􀀠15.300
,. 0"_64+ I l<JfI PIP .' 41 i , 􀁾􀀳􀀰􀀰􀀠 14.50 11.!l3 0.19'1 􀀺􀀢􀀻􀀮􀁾􀀠I 0.219 I 8117/2004 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817)640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # :L..1___-'7.;;;2_____􀁾.1
New Submittal: X To; HNTBfTownofAddisoo Re-Submittal : 16601 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠Project: Arapaho Road Phase III A!W# 204059 (972) 4S(}'26ae Engineer: HNTB
Attn: Guy 􀁖􀁡􀁯􀁾􀁡􀁡􀁕􀀡􀁥􀁮􀀠Submittal Specification Reference: 02810 -Imyalion System Description of Submitted Item: Control Wires ManufacturerIS"blSup"lier: American Landscape Systems
Related Section I Drawings: 02810-15 Contractor's Certification "Having Checked thtS submission, we certify that it conforms to the requirements of the Contract in all respects, except
as otherwise indicated." Sign: Print Name: Tlt.le: Asst. Project Manager Reviewed by: Andrew Schneemann 􀁄􀁡􀁴􀁥􀁾􀀠June 26. 2005 Additional Comments: Copy: file Wire Colors as Denoted
in SpecifIcation Engineer's Stamp SHOP DRAWING REVIEW Review Is only for general conformance with with the design concept of the contract documents. Markings or comments shall not be
construed as relieving the contractor from compliance with the project plans and specifications. nor departures therefrom. The contractor remains 􀁳􀁯􀁬􀁾􀁬􀁹􀀠responsible for details
and accuracy, for confirming and correlating all quantities and dimensions, for selectlnll'fabrlcatJon processes, for techniques of assembly, for safety and for satisfactory performance
of his work. 􀁾􀁯Exception Taken IINTB CorporatiOn o Make Corrections Noted o Amend and Resubmit Q Rejected -See Remarks Date 
Page 1 of 1 , Click Here to Print Page Type UF SINGLE CONDUCTOR 60· C/600V Description & Features: UL listed Single Conductor Type UF is suitable for use as Sprinkler Irrigation Control
Wire for general purpose lighting and power. Construction provides soRd or stranded soft annealed copper conductor insulated with polyvinyl chloride (PVC) compound that provides excellent
abrasion, acid, chemical, oil and moisture resistance. • UL listed Type UF 600 Volt (#14 thru 4IOAWG) • Listed for Direct Burial use • Resistantto acids, alkali, grease and chemicals
• Abrasion, crush and moisture resistant Applications: • Suitable for use as power and control conductors for irrigation systems • For use in accordance per NEC Article 339 Construction:
Conductors: Soft annealed copper Solid (18 AWG to 8 AWG) Stranded (6AWG to 410 AWG) InsUlation: Polyvinyl chloride (PVC) compound Temperature: 60·C Voltage: 600 Volts Specifications
& Standards: UL 493 -Underground Feeder Cable Federal Spec JC -30B http://www.ewingl.comlewinglhtmjpgs/22000010.htm 8117/2004 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 Date: June 28. 2005 To: Attn: HNiS 1iown ofAddison 16801 Westgrove
Addison, Texas 75001·9010 (g72) 450·2886 Guy Van-Baulen Submittal Specillcatlon Reterence: Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section I Drawings: Additional
Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in aU respects, except as otherwlse indicated."
Sign: Print Name: Andrew Schneemann TItle: Asst. Project Manager Reviewed by: Andrew Sctmeemann Date: June 28, 200:$ Copy: File ------_. SUBMIITAL Submittal # ,1..1___-'7..:;1."'1___---'
New Submittal: X Re-$ubmittal : __ Project: Arapaho Road Phase Iii A1W# 204059 Engineer: HNTB 􀁌􀁾____􀁾􀀰􀀢􀀧􀀲􀀺􀀺􀀺􀀺􀀸􀀮􀀺􀀺􀀱􀀰􀀢􀀭􀀧􀀭􀀧􀀭I.rrigalion Sys!em_____ pvc Risers (SCH
ao) American Landscape SystemsI 􀀬􀀮􀀮􀀮􀁌􀀭􀀽􀀽􀀽􀀽􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀁾____ =:J􀀭􀀽􀀭􀀭􀀽􀀭􀀭􀀮􀀮􀀺􀀮􀀮􀀺􀀺􀀺􀀺􀀰􀀲􀀸􀀱􀀰􀀭􀀱􀀧􀀱􀀴􀀻􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁾___ Engineer's Stamp SHOP DKAh'lNG
REVIEW Review is only for general conformance wllh the design concept of thE! COnlrac! documents. Markings or comments shall not be construed as relieving the contractor from compliance
with the project plans and specifications, nor departures therefrom. The contractor remains solely responsible for detalls and accuracy. for confirming and correlating all quantitles
and dimensions. for selectlng·fabrlcation processes. for techniques of assembly. for safety and for $IIUsfactorv performance of his work. 0)10 Exception Taken 1MB CorporaUon er Make
Correcllons Noted o Amend and Resubmlt o Rejected -See Remarks 􀁾􀀠PeIL 􀁉􀁦􀀽􀀱􀁆􀁩􀀻􀀡􀁁􀁲􀀧􀁬􀁢􀁲􀀺􀀾􀁾􀀠􀁜􀁖􀁅􀀱􀀴􀁾􀁁􀂷􀁲􀁴􀁩􀀺􀀮􀀮􀀠l.:l<.S 􀁾􀀧􀁥􀁔􀀠AQ;t4p"734 􀁗􀀯􀁾􀀠AprEitA4l£.

Ewing Irrigation Products Catalog: PVC, Fittings Page 1 ofl gl.>btH /fft/7/. I 02.$ i 0 .-1'-1 [ Click Here to Print Page PVC Sch 80 Nipples 8/17/2004http://www.ewingl.comlewinl¥htmjpgsl04005390.htm

ARCHER WESTERN CONTRACTORS, L TO. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640.3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28, 2005 To: Attn: HNTBfTownofAddison 16801
Westgrove Addison, Texas 75001-9010 (972) 450-2886 GuyVan-Baulen Submittal Spec1ficatron Reference: Description of Submitted Item: Manufacturer/Sub/Supplier: Submittal # :L.I___.....:7.;.O:..:.1___..
....J Project: Arapaho Road Phase III L _____􀀭􀀧􀀰􀁾􀀲􀁾􀀸􀀱􀀧􀁟􀀢􀁏􀀮􀁾􀀠Irrigation System Rain Bird 1aoo Series Sprinkler Head American Landscape Systems New Submittal: X Re-Submittat
: ANV# 204059 Engineer: HNTB Related Section I Drawings; 02810·13 A & C Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to
the requirements of the Contract in all respects, except as otherwise indicated." Archer Western Co 􀀺􀁾􀁾􀀺􀁴􀁎􀀮􀁭􀁾􀀠 Title: Asst. Project Manager Reviewed by: Andrew Scttneemann
Date: June 28, 2005 Copy: ____-'-""-____ 4" Tan Heads in the Grass. Areas 12" iall Heads Heads in landscape Beds Head Pattems will be selected to best fit the situation Engineer's Stamp
SHOP DRAWING REVIEW Review Is only for general conformance with the design concept of the contract documents. Markings or comments shall not be construed as relieving the contractor
from compliance with the project plans and Specifications, nor departures therefrom. The contractor remains solely responsible for details lind acculaCY, for confirming and correlating
all quantities and dimenSions, for selecting·fabrlcationprocesses, for tec:linlques ofassembly. for safety and for satisfactorv perfol'llWlCe of his work. 􀁄􀁾􀁯Exception Taken Ilm'J
Corporation Ii)lake Corrections Noted fi(Amend and Resubmit D Rejected 􀁾􀀠See Remarks By., Jg.K Date 7/Z1<,t: * dF 􀁉􀁗􀁾􀀠PCN. 
70./. r-, ? ufO -1"L!t-t) .._}[ CliCk Here to Print Page) RAfN:l-BIRD 1800 Series, 1800-SAM 1800-PRS,1800-SAM-PRS Primary Application Industries leading series of spray sprinklers for
turf and shrub applications. FeaturesI • Precipitation rates matched across sets and across patterns. • Ratcheting on all models. • Exclusive pressure-activated wiper seal. • Plastic
and stainless steel materials, • Seamless, mOlded construction. • Strong, stainless steel retract spring, • Side or bottom Inlet on 1806 and 1812 only. Industries leading series of spray
sprinklers for turf and shrub applications. Operating Range • Precipitation Rate .42 to 11.7 Inches per hour. • Spacing: 3 to 20 feet, • Pressure: 15 to 70 psi. • Specifications • Flow-by
0 at 8 psi or greater: 0.05 GPM otherwise. Dimensions • 1/2" female threaded inlet. 1800-SAM Series 8/17/2004http://www.ewingl.com/ewinglhtmjpgs/35003496.httn 
rage '-OJ ';I Ideal for use in areas with changing elevations. Features: • Suilt-in Seal-A-Matic (SAM) check valve. • Reduces low head drainage, puddling and erosion. • Eliminates the
need for under-the-head check valves. 1800w pRS Series Designed for areas with high and/or widely fluctuating water pressures. Features: • Unique built-in stem pressure regulator. ,
• Delivers uniform water distribution at an 􀁡􀁶􀁥􀁲􀁡􀁧􀁾􀀠30 psi. • Ends misting and fogging caused by high pressure. 1800-SAM-PRS series Meets the needs of all spray areas, regardless
of changing elevation or water pressu res. Features: • Built-in Seal-A-Matic (SAM) check valve. • Reduces low head drainage, puddling and erosion. • Ends misting and fogging caused by
high pressure. Performance Charts 5 series MPR 5 Trajectory I • ... ! Nozzle Pressure psi Radius ft. Flow GPM Precip In/h PreciIn/h p SF 15 2 0.09 2.07 2.39 I 8/17/2004http://www.ewing1.com/ewing/htm
jpgs/35003496.htm 
20 3 0.19 2.01 2.32• 25 4 0.27 1.62 1.87 30 5 0,41 1.58 1.83 5H 15 2 0.04 2.07 2.39 20 3 0.09 2.01 2.32 , A 25 4 0.13 1.62 1.87 , 30 5 0.20 1.58 1.83 I 5T 15 2 0.03 2.07 2.39 I 20 3
0.06 2.01 2.32, 25 4 0.09 1.62 1.87 30 5 0.13 1.58 1.83 5Q 15 2 Oi02 2.07 2.39 20 3 0.05 2.01 2.32 .. 25 4 0.07 1.62 1.87 30 5 0.10 1.58 1.83 Series MPR 10 Trajectory • .. I Nozzle Pressure
Radius Flow Precip Precip I psi ft. GPM In/h In/h ' 8F 15 5 0.54 2.07 2.39, 20 6 0.75 2.01 2.32 ! , • 25, 7 0.82 1.62 1.87 30 8 1.05 1.58 1.83 8H 15 5 0.27 2.07 2.39 20 6 0.38 2.01 2.32
A 25 7 0,41 1.62 1.87 , 30 8 0.52 1.58 1.83 i I I pageJ or':) 8/1712004http://www.ewingl.comlewing/htmjpgsI35003496.htm 
Page 4 of9 15 5 0.18 2.07 2.391sT , 0.25 2.01 2.3220 6! 7 0.27 1.62 1.8725 ! 0.35 1.58 1.83830 0.13 2.07 2.39515SQ 2.01 2.320.19620 • ,1.62 1.870.2125 7 8 0.26 1.58 1.8330 10 Series MPR 15 Trajectory Nozzle 10F ! •! 10H .. lOT , 10Q • , Pressure psi 15 20 25 30 15 20 25 30 15 20 25 30 15 20 25 30 Radius ft. 7 8 9 10
7 8 9 10 7 8 9 10 7 8 9 10 Flow GPM 1.16 1.30 1.44 1.58 0.58 0.65 0.72 0.79 0.39 0.43 0.48 0.53 0.29 0.33 0.36 0.39 • Prec:ip In/h 2.28 1.96 1.71 1.52 2.28 1.96 1.71 1.52 2.28 1.96 1.71
1.52 2.28 1.96 1.71 1.52 .. Prec:ip In/h 2.63 2.26 1.98 1.75 , 2.63 2.26 1.98 1.75 2.63 2.26 1.98i 1.75 2.63 2.26 1.98 1.75 12 Series M PR 8117/2004http://www.ewingl.com/ewing/htmjpgs/35003496.htm

30 Trajectory • • ,Nozzle,Pressure Radius Flow Precip Precip! 'i ! psi ft. GPM In/h In/h 12F 15 9 1.80 2.14 2.47 20 25 10 2.10 11 2.40 2.02 1.91 2.34 2.21• 30 12 2.60 1.74 2.01 15 9
1.35 2.14 2.47 20 10 1.58 2.02 2.34 25 11 1.80 1.91 2.21 30 12 1.95 1.74 2.01 12TQ 15 9 1.20 2.14 2.47 20 10 1.40 2.02 2.34 12TT 25 11 1.60 1.91 2.21 30 12 1.74 1.74 2.01 12H 15 9 0.90
2.14 2.47 20 10 1.05 2.02 2.34 25 11 1.20 1.91 2.21 30 12 1.30 1.74 2.01 , 15 9 0.60 2.14 2.47 20 10 0.07 2.02 2.34 12T 25 11 0.80 1.91 2.21j 30 12 0.87 1.74 2.01 15 9 0.45 2.14 2.4712Q
i 20 10 0.53 2.02 2.341 .. i 25 11 0.60 1.91 2.21 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁾30 12 0.65 1.74 2.01l 15 Series MPR 30 Trajectory • I • rage;) or "? 8/17/2004http://www.ewin
g1.com/ewing/htmjpgs/35003496.htm 
I ! INozzle Pressure Radius Flow PrecipIPrecip psi ft. IGPM In/h i In/h I ! 15F 15 11 2.60 2.07 2.39 20 12 3.00 2.01 2.32i• 25 14 3.30 1.62: 1.87 30 15 3.70 1.58 1.831 , 15TQ 15 11 1.95
2.07 2.39 20 12 2.25 2.01 2.32 I· 25 14 2.48 1.62 1.87 30 15 2.78 1.58 1.83 I 15Tr 15 11 1.74 2.07 2.39 I 20 12 2.01 2.01 2.32 1 25 14 2.21 1.62 1.87 30 15 2.48 1.58 1.83 15H 15 11 1.30
2.07 2.39 1 I 20 12 1.50 2.01 2.32 I .. 25 14 1.65 1.62 1.87 30 15 1.85 1.58 1.83 1 15T 15 11 0.87 2.07 2.39 20 12 1.00 2.01 2.32, 25 14 1.10 1.62 1.87 30 15 1.23 1.58 1.83 15Q 15 11
0.65 2.07 2.39 20 12 0.75 2.01 2.32 tit. 25 14 0.82 1.62 1.87 30 15 0.92 1.58 1.831 15 Strip Series 30 Trajectory • • 1 I Ii Nozzle Pressure WxL Flow I 8117/2004http://www.ewingl.comiewing/htmjpgsI35
003496.htm 
ragt; I VI ;7 , psi , ft. GPM 1 ! l5SQ 15 18 X 18 2.68l 20 19 X 19 3.06 1• 25 21 X 21· 3.42l 30 23 X 231 3.73! , 1 , l5EST 15 4 X 13 I 0.45: , 20 4 X 14· 0.50 I 􀁾􀀠25 4 X 14 0.56 ,
I 30 4 X 15 0.61 l5CST 15 4 X 26 0.89 20 4 x28 1.00 -25 4x 28 1.11 30 4 X 30 1.21 15SST 15 4 X 26 0.89 20 4 X 28 1.00 , 25 4 X 28 1.111 I -30' 4 X 30 1.211 i j 9SST 15 9 X 15 1.34 1
i 20 9 X 16 1.47 : I • 25 9 X 18 1.60 30 9 X 18 , 1.73 ! 16 Series MPR 15 Trajectory • .. I i i Nozzle Pressure Radius Flow I psi ft. i GPM I 1 ! 8/17/2004http://www.ewing1.com/ewing/htmjpgsI35003496
.htm 
16 f-SLA 15 13 2.371 20 14 2.66 *'... 25 15 2.96 1 i 30 16 3.22 16H-5LA 15 13 1.18 I i 20 14 1.33 i :iJk 25 151 1.48/30 16 1 1.61 i i 16Q-5LA 15 13 0.59 i 20 14 0.67 .'i::. 25 15 0.74
30 16 0.81 ,'" -...􀁾􀀭􀀮􀀭􀀭􀀭..􀀭􀀭􀀭􀀭􀁾􀀮􀀭...,. , ..􀁾􀀮􀁾􀀠􀁾..... .. 􀁾􀀭􀀭.. 22 Series M PR 35 Trajectory ..I • i Flow'Pressure IRadiusNozzle GPMpsi . It. 22F-55 15 17 2.37 20
18 2.66 25 2.9619 􀁾􀀠3.2230 20 I 15 17l 1.1822H-55 18 1 20 1.33 : 􀁾􀀠25 19 1.48 : 30 20 1.61 17 0.5915 22Q-55 8/17/2004http://www.ewingl.com/ewing/htmjpgsl35003496.htm 
• • \2:. 20 18 0.67 25 19 0.74 30 20 0.81 Series Stream Bubbler Nozzles oTrajectory Pressure Radius Flow Nozzle psi ft. GPM * SF-B 15 5 1.50 20 5 1.50 25 5 1.50 30 5 1.50 SH-B 15 5 1.00
20 5 1.00 25 5 1.00 30 5 1.00 SQ-B 15 5 0.50 20 5 0.50 .{. 25 5 0.50 30 5 0.50 SCST-B 15 5 0.50 20 5 0.50 25 5 0.50 30 5 0.50 􀁾􀀧􀀮􀀺􀀠Note: Indicates adjusted radius @psi shown. Note:
Flow @adjusted radius of 5 feet. 􀁾􀀠 8/17/2004http://www.ewingl.comiewing/htmjpgsi35003496.htm 
.Page 1 ot 1 Click Here to Print Page j TORO Toro Compensating Flood Bubbler Nozzles Features: • Built-in pressure regulation • 2 GPM adjustable flow • 0.25, 0.50 and 1.0 GPM fixed flow
• All pressure compensating, nil-intalning constant 30 PS( performance at pressures exceeding 30 PSI • Use on shrub adapter, 570Z Series sprinkler, 570 risers :and riser extenders Specifications:
• Recommended operating range: 20-50 PSI • Maximum operating pressure: 75 PSI 􀁾􀀧􀁜􀀠&'1!JrtJ.PVE'<2, 􀁾􀀠8117/2004http://www.ewingl.comiewing/htmjpgs/30009202.htm 
J:;wmg rrngsnon t'roauc,s "Stalog: .DUU.D':;U ( Click Here to Print Page 􀁒􀁁􀁉􀁎􀁾􀁂􀁉􀁒􀁄􀀠Plastic MPR Nozzles Primary Application Matched Precipitation Rate (MPR) nozzles simplify
the design process by allowing sprinklers with various arcs and ready 10 be mixed on Ihe same circuil. Models available for spacing from 3 to 20 feel. Fil all Rain Bird spray heads and
shrub adapters. Features -Matched precipitation rates across sets and across patterns in new 5 Series, 8 Series, 10 Series, 12 Series, and 15 Nm-OTV LIlfl..i>JEfa Series for even water
. -I ' 􀁜􀁌􀁾􀀠distribution and design 􀁾__--_..c---""--flexibility . -New 5 Series nozzles meel smell-area shrub or turf requirements. -New and Improved 8 Series nozzles now have a
lower water flow which allows more spray heads per zone. -1800 Series white niter (.035" x .045") screens (shipped with nozzles) maintain precise radius adjustment and prevent clogging.
(New and improved 5 and 8 Series nozzles are shipped with blue nne·mesh (.02" x .02,,) filter screens.) -Stainless steel adjustment screw to adjust flow and radius. Operating Range:
-Spacing: 5 10 15 feet (1,5 to 4,5 m) -Pressure: 15 to 30 psi (1 to 2,1 bar) -Optimum pressure: 30 psi (2,1 ber) Models -5 Series -5 Series: bubbler nozzles -a Series -10 Series -12
Series -15 Series -15 Strip Series -18 Series: stream spray -22 Series; standard stream spray 8/17/2004htlp:llwww.ewing1.com/ewinglhtmjpgs/35003820.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal II :LI___􀀭􀀽􀀶􀀹􀁾􀀮􀀱􀀮􀀺􀀮􀀮􀀮􀀮􀀮__....
.J New Submittal: X To: HNTB JTown of Addi$on Re.submittal : 16801 Westgrove Addison, Texas 75001·9010 Project: Arapaho Road Phase III A1W II 204059 (972) 450-2886 Engineer: HNT8 Attn:
Guy Van-Bal..llen Submittal Specification Reference: L _____􀁾􀁏􀀬􀀲􀀸􀀱􀀰􀀠-Irrigation System Description 01 Submitted Item: Mini Clik: tI Rain Sensor Manufacturer/Sub/Supplier: Related
Section /Drawings: 02810-20C Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the tequitements ofthe Contract in all respects,
except as otherwise Indfcated. " TItle: Asst. Project Manager Reviewed by: Andrew Schneeman" Oate: June 26, 200$ Copy: ____-'-Fl=do'--___ Engineer's Stamp SHOP DRAWING REVIEW Review
Is only for general conformancewlth the design concept of the con\ract documents, Markings or comments shall not be construed as relieving the contractor from compliance with the project
plans and specifications. nor departures therefrom. The contractor remains solely responsible for derails and accuracy. for confirming and correlating all quantities and dimensions,
for selectln!l'fabrlcation processes, for teclm!ques of 8I)sembly. for safety and for satisfactory performance of Ills work. Cfto Exception Taken Sflake Corrections Noted I!fAmend and
Resubmit C Rejected -See Remarb .. '* 􀀤􀀬􀀭􀀬􀁾􀁾􀀮􀁊􀀺􀀮􀀮􀀮􀀭􀁾1J-l ..........QC 􀀨􀁬􀀮􀁁􀀱􀁾􀀠..... 􀁾􀀬􀀠􀁾::stl-f 􀁲􀁾􀀧􀁓􀀠/l-Jro---IS<c r"c,s'S 􀁬􀀧􀀢􀀢􀁩􀀢􀀧􀁌􀁾􀀠. As: (lEI'-'('iJw.J
dl'" At?o i$''',..) 􀀺􀂥􀀡􀀺􀁣􀁬􀁬􀀧􀁴􀁣􀀺􀀺􀀮􀀻􀁯􀁜􀁔􀁴􀀧􀀻􀁾􀀬􀀠
Page 1 of! oZ€5/C 20 c.. 􀁲􀁾􀀭􀀭􀁃􀁾􀁉􀁩􀁾􀁣􀁫􀁾􀁈􀁾􀁥􀀭􀁲􀀭􀁥􀁾􀁴􀁯􀁾􀁰􀁾􀁲􀁩􀁮􀁾􀁴􀁾􀁐􀁾􀁡􀀭􀁧􀀭􀁥􀀭􀀭􀁾􀁬􀀠Mini·Clik II Rain Sensor Mini CUk shuts off your lnigation controller during
rainfall and keeps it off unlil your turf and shrubs are thirsty again! Mini-CUk measures rainfall through moisture-absorbing ,-*(hydroscopic) discs that absorb water and dry out at
the same rate as.turf. When .,t-. exposed to rainfall, the discs swell causing a break in the circuit between valves and controller. When the discs dry out, the system circuit is reactivated.
•• " Switch rating: UL listed 10.1 amps, 114 H,P at 1251250 VAC. r " Rainfall setlings at 1.S", 114", 112",314", or 1". Accurate to within 1116", Includes aluminum mounling bracket and
25ft. #20 two-conductor wire and short lead wire for "normally open" wiring. 8/17/2004http://www.ewingl.comiewing/htmjpgsI26004110.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Dale: June 28. 2005 Submittal # :LI___􀁾􀀶􀀸􀀺􀀺􀀺􀀮􀀮􀀱􀀧􀀭__---I
To: Attn: HNTB I Town of AddiSOn 16801 Weslgrove Addison, Texas 75001·9010 (9721450·2886 GuyVan-Baulen Project New Submittal: Re..$ubmittal : Arapaho Road Phase III AIW# 204059 Engineer.
HNTB Submittal Specification Reference: Description of Submitted Item: Irrigation Controller Manufacturer/Sub/Supplier: American Landscape SyS1ems Relaled Section /Drawings: Additional
Comments: Contractor's Certification "Having Checked thiS submisSion, we certify that it conforms to the requirements of the Contract in all respects, except as otheIWise indicated,"
Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 28, 2005 Engineer's Stamp SHOP DRAW1NG REVIEW Review is only for general conformance with the design concept of the contract
documents. MarkIngs or comments sball not be "....v"strued as relieving tbe contractor from compliance with the project plans and specifications, nor departures tberefrom. The contlractor
remalns solely responsible for dellills and accuracy, for confirming and correlating all quantities and dimensions, for selecllnlffabricatlon processes, for techlliques ofassembly. for
safety and for satisfactory performance of bis work. KNTB Corporati01lo}lo Exception Taken I!t'Make Corrections Noted oAmend and Resubmit : .Ithejected -See Remarks , ,, . ,*" LJ....i,...
!f11-1-s;(' f.JMVfi' &.A4:J V-0')(. -fI\.I-Copy: ____􀀮􀀮􀀺􀀺􀁆􀁾􀁩􀁬􀁥􀀧􀁟􀁟___ 􀁇􀀧􀁾􀀭􀁲􀁴􀁴􀀮􀁎􀀮"* 􀁾􀁡􀀠􀀬􀀴􀁾􀁩􀁔􀀢􀀯􀀦􀀬􀀮􀁊􀁁􀁌􀀠tJo7'EJ' /tJ 􀀮􀀻􀀺􀀺􀀮􀁾􀁾􀀮􀀠
CONTROL SYSTEMS Locking Ud Evolution DX2 Stainless Steel Pedestal Cabinet , . \ .. , ' '" '",' ','AC on/off switch with built-in GFI " I)tility outlet , ' " . "". , 􀁾􀁻􀀠,"i' ,",',
'" .. ' '; 􀀧􀀬􀁾􀁣􀀢􀀬􀁣􀁓􀀭􀀭􀀢􀀺􀀭􀁴􀀭􀀺􀀺􀀻􀀮􀀬􀁾􀀧􀀮':Angled :station ' , 􀀧􀀬􀀻􀁴􀁥􀁲􀁭􀁩􀁮􀁡􀁲􀁾􀀶􀀺􀁡􀁲􀁤􀁳􀀠, " , , provide easy , , ' .,accessibility , " ..',,', .:LouJe;ed
vents top . ,c"ahd bottom with .􀁾􀀠.. : \ , . ';:,'. .!·:'splashguard filter . \",.., " , , .. , " 􀁒􀁡􀁩􀁮􀁍􀁾􀁳􀁴􀁥􀁲is a technology-based, 􀁩􀁮􀁮􀁯􀁶􀁡􀁩􀁩􀁜􀀻􀁥􀁻􀁥􀁮􀁶􀁩􀁲􀁯􀁾􀁭􀁥􀁮􀁴􀁡􀁬􀁬􀁹􀀠
sensitive company ,􀀧􀁬􀁥􀁣􀁊􀁩􀁣􀁴􀁾􀁴􀀬􀁥􀁤􀀠to providirr,fJ water 􀁭􀁡􀁮􀁡􀁧􀁥􀁦􀀡􀀱􀁥􀁮􀁴􀀧􀂧􀁾􀀯􀁱􀁴􀁪􀁯􀁦􀁊􀁳􀀮􀀠to theirrigafion industrY(, ,,> 􀀬􀁾􀀬􀀠""" , ","" 􀂷􀁾􀁒􀁊􀀮􀁪􀁉􀁎INiSriR®
'.' 􀀮􀀾􀁾􀀧􀀬􀀠 .-.; .-, ' .', ' ,', 1 825,103 Surveyor Avenue, Simi Valley, CA 93063 Ph: 805 527·4498 Fax: 805527·2813 UN.'''' ,.,.,i .... mnd...r r("tr'f'\ 
o EVOLUTION DX2 SPECIFICATIONS The Evolution DX2TM irrigation controller shall be manufactured by Rain Master Irrigation Systems, Inc. The controller shall have the following features
and functions: 􀁾􀀮􀁊􀀬􀀮􀁽􀀠",p-ArJo I􀁾􀁾􀀧􀀻􀀻􀀩􀀠 Part 1.0 -Hardware Features f'£1!-􀀮􀀮􀀮􀀬􀀧􀀢􀁾 ..-_-1.__ 'Sr",(..:l'i u", I 1.1 all mount cabinet or pedestal enclosure. 1.2 Station
configuration options 6, 12, 18, 24, 30, 36, 42 or 48 stations. Dedicated outputs for 2 normally closed master valves, 1 normally open master valve, and 1 pump. ,! 1.3 Connectivity for
4 input sensing devices. Fbur pulse input type devices e.g. flow sensors, flow meters, ET device, rain gauge, anemometer, etc. 1.4 80 character LCD display \vith 24-key membrane keypad.
-'. 1.5 Built-in remote control jack. Permanent internal remote mount available.) 1.6 Built-in transient protection. 1.7 Optional lightning protection available. 1.8 Audible tone(s)
for valid or invalid operator entry. 1.9 Lifetime retention of the user's program and :date/rime, without the use of batteries. 1.10 All outputs are protected from field wiring short
circuits. 1.11 Built in amperage meter to accurately measure and diagnose valve solenoid electrical problems. 1.12 Modular architecture. Modular output boards (6 or 12 station) facilitate
maintenance and elitninates total controller down time. RMIS PART No. 500675 Rev. A Page I 
EVOLUTION OX2 SPECIFICATIONS 2.0 -Scheduling Capabilities 2.1 Operation of12 conventional programs with 8 start times, 48 ISC (individual station control) or a combination ofeach. 2.2
Watering based upon 14-day schedules, skip day schedules, or 31-day schedules. 2.3 Continuous cycling of programs based upon user established start and end times, with a programmable
delay/soak time. 2.4 Water budget per program from 0 to 999% in 1 % increments for adjustrnemof program run times 2.5 Program by time. 2.6 Programmable monthly water total terminates
over budget irrigation. 2.7 Quick station programming allows groups of stations to be programmed with the Same runtime. 2.8 Programmable water window. 3.0 Program Setup Options 3.1 Programs
overlap protection or concurrent operation. 3.2 Irrigation programs, lighting programs, security, etc. (Non-irrigation programs are independent of rain shutdown mode.) 3.3 Inter station
delay from 0 to 255 seconds. 3.4 Runtimes from 1 second to 24 hours programmable in hours/minutes Or minutes/seconds. 3.5 Master valve selections: 2 Normally Gosed Valves or Normally
Open Valves with programmable delay from 0 to 600 seconds. Page 2 RMIS Part No. 500675 Rev. A 
EVOLUTION DX2 SPECIFICATIONS 4. 0 Maintenance and Alarm Diagnostic Capabilities 4.1 Flow monitoring. Automatic alann processing (which provides station and/or master valve shut down
and program advance as required) diagnosing and reporting station underflow and overflow, mainline breaks, and unscheduled flows. Maximum upper flow limit is 2000 GPM. 4.2 Electrical
field wire monitoring. Automatic alarm processing (which provides station shutdown and program advance) for station over current, short circuits, broken field wiring or faulty solenoids.
_ ; \ 4.3 Power monitoring. Automatic alarm prqcessing/reporting for power outages and power restoration. Intelligent program resumption for all outages or power glitches, no lost cycles
or water window violations. 4.4 Communication monitoring. Automatic alarm generation/reporting for lost communications or restoration when using hard wire communications. Automatic fault
isolation of communication wiring problems to wire path between controllers. ) 4.5 Diagnostic lights (LEDs) for all station outputs as well as the dedicated outputs: :MV1, MV2, N.O.
MV, and PUMP. Lights indicate when 24 VAC is at output temlinal. 4.6 Built-in test (BI1) functions allow selected controller circuitry to be field-tested. 4.7 Manual test mode. Allows
user to automatically advance from station to station using manual run time while displaying valve solenoid electrical current for each station as well as station flow in GPM. 4.8 Manual
station and manual multi-station modes. -Turns on any station for user entered runtime and automatically selects usage of the proper master valve and/or pump for this station. Multistation
mode allows any single station or output to be turned on individually or in combination with any other station(s). Valve solenoid electrical current is displayed. 4.9 Manually entered
program. Allows user to enter a one-time program to be run immediately or scheduled for la ter in the day. The manual program is independent of automatic programs and shaU start onl)'
one time. time. 4.10 Manual starr ofautomatic programs (1-12). Start any program independent of the scheduled start time and water day. RMIS PART No. 500675 Rev. A Page 3 
EVOLUTION DX2 SPECIFICATIONS 5.0 Miscellaneous Features 5.1 English/Spanish language selection. 5.2 Automatic limit setup (learn mode) for flow lllld current. Global percentage adjust
for limit establishment. . 5.3 Omit by date allows the user to enter up to 15 dates to exclude irrigation. 5,4 Operates as a standalone or central. 5.5 Fertilizer injector station with
programmable delay from 0 to 255 seconds. 5.6 Flow Max -This exclusive feature allows controllers with a single point of connection to share a pump, master valves, and flow meters without
the need for peripheral wiring/relays. All flow limits are dynamically managed as stations across controllers trllllsition off and on. Features include: A. Automatic protection and reporr
for main line breaks, unscheduled flow, station high and low flow. . B. Read flow at any controller C. Dynamic monitor shows system status at all times D. Pump protection during exception
conditions 6.0 Electrical Specifications .6.1 Input Power Required: 117 VAC +/-15%, 60 HZ, 20 VA, plus load current. 6.2 Maximum load current per station or master valve output: 1 AMP
6.3 Maximum combined load current: 2 AMPS 6.4 No batteries required. Page 4 RM1S Part No. 500675 Rev. A 
Evolution DX2 Stainless Steel Pedestal Cabinet Installation 15.5" 15.5" 􀁍􀁯􀁵􀁮􀁴􀁩􀁮􀁾􀀠Pad28"x 28 x 8" minimum concrete P!Id with beveled edges --r----' Pedestal Mounting Mounting
Templateprovided for easy installation 1.75" Iyp. 6.5"-1 Bolt Holes-stainless steel hardware standard with enclosure CD .. to. 0® I 3.5" 13.5" @I ®--I CL.I 8·.·.L􀁔􀁃􀂩􀁾􀁾􀀰􀁟􀁂-,-,-_®,-'-1
0 J /ffont/1-/'---15"------..; Bolt and Conduit Template .RMIS Part No. 5005G1 Rev. B Item Description A,B 2" conduit· station wiring C 1" conduit· communication D AC power conduit E
1" conduit· sensor wiring I F External antenna G Grounding rod Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water management
solutions to the irrigation industry. 􀁾􀁈􀁁􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀡􀁊􀀮􀀧􀂧􀀮􀁬􀁳􀀺􀁭 3910-B Royal Avenue, Simi Valiey, CA 93063 ph: 805 527-4498" Fox: 805527-2813 
Evolution DX2 Stainless Steel Pedestal Cabinet AC on/off swikh with built-in GFI ulility outlet Stainless steel Two P.!lint lakhingulility door o o Louvered vents top and bottom with
splash guard filter RMIS Part No. 500502 Rev. B Locking Lid Natural brushed stainless steel finish reAects surrounding colors Angled stalion terminal boards provide easy accessibility
Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water management solutions to the irrigation industry. 􀁾􀀢􀁁􀀮􀁎􀁉􀁄􀀮􀀡􀀡􀀮􀀮􀀮􀁾􀀻􀀮􀁀􀀡􀀠
391O-B Royal Avenue, Simi Valley, CA 93063 ph: 805 527-4498 Fax: 805 527-2813 document basket 
, •• c .. Versatile 􀁐􀁾􀁧􀀧􀀠􀁏􀁰􀁾􀁡􀁬􀁊􀁾􀁦12 􀁃􀁾􀁾􀁶􀁭􀁪􀁩􀁯􀁮􀁡􀁊Programl andiar ;ndillitirudJt4&ial1 amrrol Up (0"8 rtart:tim'es dtJ; or rontinuous 'lck wi.h progrnmmabt: soak
limt 14 day ,chrduk, ,kip by Joy, .,31 day "",uring feh""j" Multiple MasUr 􀁾􀁉􀁶􀁲􀁾􀀠􀁳􀁾􀁫􀁣􀁴􀁯􀁮􀁾􀀠offWC?fIdJttr 􀀱􀀡􀁦􀁉􀀱􀀱􀁉􀁾􀁳􀀬􀀠nndil PUll1P, on aprr pr(}gmm bllJiJ. !111m
nonnoliy opmtd or nurmally c/oml. " • 􀁍􀁵􀁬􀁴􀁩􀀭􀁌􀁩􀁮􀀦􀁵􀁡􀁬􀁬􀁮􀁵􀁲􀁦􀁩􀁵􀁾􀀠-d4signtd to opmzu in !tvmtllanguagtJ Programmabk stntlon nmlirnn/fI.>m 1 !aona to 24 Duun f InuNtation
Jdayfom 0 to 2551tConds Warer rationing tools: 􀁾􀁴􀀨􀀱􀀧􀀠Imdgn from 0 to 999% in 1% incrtmtnn ltugrammahlt waUr window Programmilhk fJHJllthly wnur total tmninotu 􀁏􀁬􀁬􀁴􀁲􀀮􀀮􀁊􀀩􀁦􀁉􀁊􀁧􀁾􀁴􀀠ir
rigation Omit by daft exclusion foaturt Pntgmmmable rain􀁦􀁩􀁡􀁴􀁵􀁾􀀠 Reliable Modular D";gn Modular 1hort circuitproqfOUtpUll IlI!ailabk/mm 648!tImom in 6sffttiOJl incrtmrnts Upgratkfor
untral communitnrhm1 atany rimt 􀁉􀁮􀁤􀁲􀁦􀁩􀁮􀁩􀁾􀀠􀁾􀁴􀀨􀁭􀁩􀁯􀁮􀀠a/pegramt MUltlt tlJ 􀁲􀁩􀁭􀁾and dale dun'ng aU􀁰􀁮􀁷􀁾􀁲flitrm; Oplional 􀀢􀁾􀁡􀁬􀁬􀁊􀀠duty lightning tIltd Jltrg(
for lightningpront /mat .Integrated Flow Monitoring 􀁐􀁲􀂣􀁲􀁯􀁾􀀠highIJow tlatio1'/, mainlin£. tmJ uflJ£htdukd limits 􀁄􀁾􀁩􀁣limit adjustmtnlfor 􀁭􀁴􀁬􀀡􀁴􀁩􀁾􀁲􀁴􀁡􀁴􀁩􀁯􀁮􀀠nptrDtion
• Attto lmrn jUnai(m with dimt GPM readout in dirpkty • lntelhgmta!mm 1WtijicatWn, nation coMmmmion. andprogram advmumtmr -'. , \ Integna",d E1eruical Cumnt Monitoring 􀀧􀁾􀀩􀀠Built#in
tkrmcal currrnt 􀁭􀂣􀁦􀁾􀁲􀀠with amp(rag( lIinmd in diJplay Q;ntinuollJ (kmical mUJUrt:mmt o{ttitrion Si1ItlUJidi, masttr valvti. pumps Auto kam fimrtiOIl with adjusf.4bk high ondlow
Jimiu Dynamic limit adjuttmmrfor 􀁭􀁵􀁬􀁴􀁩􀁾􀁪􀁦􀀴􀁴􀁕􀁭􀀠op('fation lnuUigmtalann rwtijiCfltWn. !tatum amtiemltl1tion. andprogtam adllOnwnmt Intelligent Single Point of Connection
Operation f Shot( asingle flow fnttlr and maJur llIllwlpump I1crtm multipk conrrti1lm. • Fit;w limiu 11" inulligmfly and dYllnmicil/ly updatl!d i1! lwionJ Imltfi/ion prollidingfililprouttionfor
moiu/int, nation. and 􀁬􀁩􀁮􀀮􀁳􀁣􀁨􀁾􀁤􀁵􀁫􀁤flow • lUodflow at any conl1'oIler Manual Diagnostic Features Multi-italian opmrtion with im/an/Ol1m" jlotvlcumnt 􀁶􀁩􀀨􀁦􀁦􀀩􀁾􀀧in disploy
SJl!pn station d,«k ConlToikr built-in J(lfu>t Diagmmic LEDs for a/10UtplltJ Rain Mtlltfr Rnnalt muly 􀁍􀁵􀀱􀁴􀁩􀁾􀁭􀁯􀁤􀁥􀀠reliable communications • biMdimtiortl1/(two"rwy) communications
cruuu irJttgriry • Hardwin, UHFpoint to poim radio, tnmk mdio, .(tl{ular, UHF stort ilJlti forward radio, phon!, rtpMur opmuion Field or Cenrral Programming Full $iPpOr! for contro""progrommbrg
in thtfidd or ar mltml utilizing comparison manogtmtnl tlJQls on the PC Trvo·/trd.Pt1J!I(}Qrd tufmatlit,tlltd by tlx: USN prouro ag!lintllln(lJIlhorfud madijifario!H to controlltr progri11l1!i
1825-103 Surveyor Avenue' Simi Vall,y, Califomia 93063' 805.527.4498 • Fax 805.527.2813' www."innt.<ter.com 􀁾􀀠
EVOLUTION DX2. FLO\. 􀀮􀁾􀁓􀁏􀁒􀀠INSTALlATION .' !t<fUl' " .. iNMJ􀁾􀀺􀁾􀀺􀀺􀀻􀀱􀀮􀀰􀁾􀁾INPJi':l+ SPUCE WIRES WITH iNM 3-If TYPICAL I-lM 1. (!) CONNECTIONS WATERPROOf TYPE CONNECTORSI>lM
1 til WHITE FOR FLOW -SENSOR IPRO\1DEDjiNPUT I.. VALVE SOX 1NM1MI1IVIlIT SLACK 􀁾􀀠" ' I " /, '" _,,' 1_,,' 􀁾􀀬􀀠. ';c" 1,,::'1' • t.;;,;.,;.J .,.. BLK /'" DIRECTION OF FLOW . 0 ..
􀁍􀁓􀁾􀁴􀁁􀁃􀁋􀀠, 1 􀁾􀀠"'-,, I' "" -􀁾􀀠,"-, \-, .. '" ",,'-/\-, i -.-..,--. -1 '-, . " -"'-,1, \ I' v, .f \ 1 1-\ '), 1'/-\,....... \ OJ I " " "... ,,-I ''',... -J f ,,}.:-.,:....
/,;!... I -t;"'*\. 􀁾􀀠" /;,_-I 􀀺􀁜􀀬􀀬􀁾􀀠.. ",,I' /)-I " "',MS1FN'Hr '\ !" '" "," -" .. I '\ I' -" .. I I1, f t ' /" 'I ,,\ I 􀁾􀀠\,! I \ I \ 􀁉􀁉􀁾􀀯􀀧􀀠􀁾􀀠r,l 􀁾􀀠􀀺􀁬􀁬􀀧􀁾􀀱􀀠;'"
􀁲􀁩􀀬􀀭􀀢􀀡􀀧􀁾􀀠􀁴􀁜􀀺􀁾􀀯􀀬􀀻􀀠,1) 􀁾􀁜􀀻􀀻􀁜􀁉􀀢􀁘􀀻􀀾􀀠I .. _ I " " .. .--". ... _ ! _ 1" " ", ... .--_ '" _ ! _ 􀁾􀀠'" ", '" ........... _ j _" ..... ')"': .... j-/\,.:' y.: .......
I\h..... ",\: /: -(1/'SENSOR \\-􀁉􀀧􀀯􀀢􀀧􀁉􀁾􀀭" ...... '1'-1,/",\,,",,-\􀀭􀁪􀀢􀀧􀁜􀁩􀀢􀀧􀀢􀀢􀀬􀀭􀀭􀁾􀀭􀁜􀁾􀀺􀀢􀀠'f"!;' ".::\-)-􀁾􀀧􀁻􀁜􀀬􀀧􀀭􀀧􀀠,-:.,"",,,_",' ... 1", _,,' .-1/.....
' ".1/TERMINAL SOARD 1 I, 1";: "I ... _ .. '. .. '-'", :t,.. "\/",(11"'" 1-... "--1-,,1"-,.., 􀀬􀁾􀀠... I'" '" -,,, I 1 ... I -" Ie -'''' t I -... , , 􀁾􀀠,,,> I"PC·[)X2ST" ·1" -.....
... " , .... .., ",,"" ".. 􀁾􀀠.... ," '" ,-"-'" 􀀢􀁾􀀯􀀠I'''"" ,"\ .... ", ,"", ,-," 􀀧􀀢􀁾􀀢􀀢􀀢􀀭􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁉􀀠,,-,"\'" /.... r\· .. 'r .. r. '; "1\ ...·1\INSIDE CONTROLLER I'
" .. , _ -/' .... 􀁜􀀭􀁾􀁜􀀠.. 􀀧􀀭􀁾􀀧􀀠",--\ I' \-_-:-/--\-_.; 􀁾􀀠􀁾􀁜..: 􀁾􀀭􀁾􀀠.' 􀀨􀁜􀀬􀁾􀀧􀀢􀁾􀁾􀀭􀀮􀁃􀀬􀀬􀀢, ," -" 1 , -' "EV-{:Aa:SEN 􀁾􀁁􀁂􀁴􀁅􀀧􀀠-I,'-'" \-, \ j I , '\,
\ \ ! -I " "... . , ,,'" .. 􀁾􀀠2:" -I.. --J" 􀁾􀀠.... 􀁟􀁾􀀠I'll.., , I<f, ',I'/ll::'1 t, 1,,_.-1"1 --'''!' 􀁾􀀷􀁾􀀢􀁉􀀢􀀧􀀢􀁲􀀠-1"'\",,"",1 I 􀀬􀀬􀀭􀀯􀀧􀁜􀀢􀀧􀁾􀀢􀀢􀀢􀀯􀀢􀀧􀀧􀀧􀁉􀀠...
􀁾􀁉􀁲􀁜􀀢􀀢􀁾􀀧􀀧􀀧􀀭􀁉􀀧􀀧􀀧􀀧􀀧􀁉􀀠... -; ... , ....... " ....... /......., "-/",'71"'''''''' .... -/"\",,,"'.... ,, ../-1.,t3 I 􀁩􀀭􀁾􀀢􀀠/,I .... .... ""-' ........... 􀁾􀀠 \ ...
􀀯􀀬􀀬􀁾􀀬􀁾􀀠 '-. 􀀯􀀬􀀬􀁾􀀠__ .I,,, -. /.. "._ .... , ... __ /.... /.... ,, __ /"" __ , , ' , , , ,-,, ' • , , ,--, -􀁾􀁾P;P;􀁄􀁾􀁅􀁔􀁅􀁾􀀻􀀧􀀠, , , ,--\ • ' , , , \ -\ 􀀻􀁾􀁾􀁾􀁒􀀧􀀠-\,
' '5 􀁾􀁉􀁾􀁅􀀧􀁾􀁉􀁾􀁍􀁾􀀻􀁅􀁾􀁾􀀠, , ,--\ "',--\," I DIMENSION 'Pi DIMENSION '8' o NO VALVES! REDUCERS, OR ELBOWS N THIS AREA EXAMPLE: FOR 3" FLOW SENSOR, DIMENSION W MINIMUM 30" DIMENSION
'8' MINIMUM 15" Upon compielion of the physical installation of the flow sensor, complete Ihe wiring connection from the Row sensor to the DX2 controller by following the procedure below.
1. TURN THE POWER OFF AT THE CONTROLLER 2. At the Flow Sensor: Connect the BlACK wire of the Flow Sensor to the BlACK wire of the "EV-CAB-SEN", sensor cable. Connect the WHITE wire of
the Flow Sensor to the WHITE wire of the "EV-CAB-SEN", sensor cable. 'Use the weatherproof conneclors provided wilh the Flow Sensor to make the connection. 3. Attha conlroller: Connect
BlACK wire of "EV-CAB-SEN" to "INPUT 1-" of the SENSOR TERMINAL BOARD \PC-Ol<2ST). Connect WHITE wire wire of "EV-CAB-SEN" to "INPUT 1+" of the SENSOR TERMINAL BOARD PC-Ol<2ST), A. Turn
POWER ON at the Controller. 5. Set the Rain Master "K" and "OFFSET" values for the Flow Sensor at the controller based on the type and size of the Flow Sensor installed. REFER TO THE
TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT IJKIJ AND "OFFSET" FOR YOUR APPLICATION. RMIS Part No. 500528 Rev. B RAlN MASTER IRRIGATION SYSTEMS' 3910-S ROYAL AVENUE, SIMI VAllEY,
CA 93063 • 805-527-4498 
;"RAIN MASTER FLOW SENSORS SELECTION CHART FLOW SENSOR PIPE SUGGUSTED MAXIMUM K VALUE OFSET BODY CONNECTION MODEL NO, CONNECTION OPERATING RANGE WATER PRESSURE VALUE MATERIAL TYPE SIZE
FS·BIOO 1 inch 2-40GPM 400 PSI 109 27 Bronze: NPT female FS-BI25 ! Ii. inch 3-60 GPM 400 PSI 209 32 Bronze NPT female FS-BISO I )I, inch 4-80 GPM 400 PSI 291 24 Bronze NPT female ----------...
FS·B200 2 inch 10-IOOGPM 200 PSI 750 0 Bronze NPT female with copper 􀁭􀁡􀁬􀁥􀁡􀁤􀁡􀁾􀀠FS-B250 2 )I, inch 16-160GPM 200 PSI 1021 370 Bronze NPT female FS-150 I \Ii inch 5-IOOGPM 100
PSI" 68" F 457 a PVC SliR FS-200 2 inch 10-200 GPM 100 PSI" 68" F 776 104 PVC Slin FS-300 3 inch 20-300GPM 100 PSI, 68" F 2268 483 PVC Slip FS-400 4 inch 40-500 GPM 100 PSI ,68' F 3752
834 PVC SlIP FS-INSERT-B 3 to 40 inches Varies. Can Factory 400 PSI See allached table RMIS Part Requires pipe saddle with 2 No. 500712 inch female NPT ... ... . . RMIS PART No. S00711
Rev. A Page 1 
RAIN MASTER EV-CABLE SPECIFICATIONS USAGE PART # CONDUCTORS iYIAX LENGTH Hard Wire Comm Cable EV-CAB-COM 2S 5000 ft Short Haul Modem EV-CAB-SH-COM 4S 5000 ft Weather Center II EV-CAB-WS12
12S 1000 ft Flow Sensor EV-CAB-SEN 2S 2000 ft S ::: Indicates shielded CABLE DESCRIPTION Part # Description EV-CAB-COM 2 #20, full braid shield, 100 Ohm impedance one copper, one tinned,
black jacket, direct burial. 2 conductor direct burial shielded communication cable used for hard wire satellite serial link up to 5000' in length. EV-CAB-SH-COM 4 # 18, fuil shield
w /drain, blue jacket, direct burial BLK, WHT, RED, GRN. 4 conductor direct burial shielded communication cable used to interconnect a pair of short haul modems (EV-SH-MOD) between the
central computer and first satellite in a hardwire serial connection. More than 100' in length but not more than 5000' in length. EV-CAB-WS12 12 #18, foil shield w/drain, black jacket,
direct burial RED, BLUE, RED w/BLACK STRIPE, BROWN, BLUE w/BLACK STRIPE, ORANGE w/BLACK STRIPE, STRIPE, ORANGE, YELLOW, BLACK w/RED STRIPE, BLACK, YELLOW w/BLACK STRIPE, BROWN w/BLACK.
8 strand direct burial #18 shielded wires used to connect a Weather Center II to a Evolution DX2 controller. Not longer than 1000' in length. EV-CAB-SEN 2 #20 foil shield w /drain, black
jacker, direct burial BLK, WHT. 2 conductor direct burial shielded cable used with all field sensor connections to satellites such as /low sensors and moisture sensors up to 2000' in
length. ALL EV CABLE MUST BE CERTIFIED BY , RAIN MASTER IRRIGATION SYSTEMS RMIS Part No, 500654 Rev, A Page I 
TMHHTlS_1u 15150 SUrveyor Blvd. Telephone (972) 361-0064 Engfneers Architects Pll!Met'$ Addison rl(. 75001 rac:slmile (972) 361-()06S www.f1ntb.com HHTB.Job. 2S768-Ar.opaho Rood -Pbaoe
m VIA Hand!)elm"'" -􀀱􀁾􀀠Dete: JuIy7.2005 T", BenWithm:dLetter of An:ber W.._ Om_on. Ltd. c-INTBTransmittal 2121 AvenueT Suite 103 Adington. 'l'X76006 w ...... ,"........11119 to \'IOU!
Estimates -.!..-Plans Prints Reports Shop Drawings Samples Chanqe Order Disk Copy of Letter Book Other "* of Copies Drawing #: Last Dated Code Description 􀁲􀀭􀀭􀀭􀁾􀁬􀀭􀀭􀀭􀀭􀁾􀀡􀁾􀁓􀁨􀁾􀁾􀁾􀁴􀁾􀁌􀁁
􀁾􀁾􀁾􀀮􀀭􀀭􀀭􀀭􀁾􀀶􀁮􀁯􀁲􀀰􀀶􀀠$fA 65+00 to 7O+OOSitework Layout & Oimemioning Plan pgl95 􀁾􀀮􀀠􀁾􀀠 􀁾__􀁾____ ___.􀀮􀁊􀁾__________________________________________________ Thne are
transmftted: for approval As requested Copjes for distribution X for your use Resubmit for Review &comment Return COPies fot review No exception taken Corrected prints Submit Amend and
resubmit Make corredlons noted Plo.... noto: TIN PDF Ii.. for Ihl. co..tract ._will will boo .-_il fer your .... 0 ..... Sheet the ..... contour ere shawn ....... wtth t ... nl. ,idlo..
of _ .1....... _ t ... _ of _ SGT(8)HB-G3A , ___to _ T-41'1111. Tben will ..... __of. __.-lIillllwollwith.... so ii,_ iutallod __.. I at.lII _ _ sha... ontNs_ J i6),---.,--By: 􀁾lIaulen.lllT Copy "" File Jerry D. HoI<k<.1lNI1l OJrporatiotl Mike Pre1ton. HN'I"B Corporation _ 􀁾􀀱􀀧􀁾􀀬􀀼􀀢􀀬􀀱􀀷􀁾􀀧􀁃􀁩�
�􀁾􀀬􀀬􀁾􀁕􀀧􀁊􀀮􀁐􀀾􀀭􀁶.... ". ,'.<.􀀧􀁾􀀭􀀻􀀧􀀺􀀮􀁜􀀻􀁕􀁾􀁾􀀿􀀬􀀧􀀺􀀺􀀻􀀢􀂷􀁾􀀭􀁾􀀬􀀼􀀧􀁩􀀺􀀻􀀧􀀮􀀺􀀬􀀺􀀭􀀺􀁴􀁩􀂷􀀧􀁩􀀮􀀭􀀮􀀧􀀰􀀧􀀻􀁩􀀩􀁾􀁾􀁾􀁾􀁾􀀧􀁴􀀻􀀺􀀧􀀮􀁾􀁩􀀧􀀢􀀠-,.'. --􀁾􀀠.,.=--'-....,!.,'
..... 􀁾􀀭􀂷􀂷􀁟􀀢􀁨􀀢􀀧􀀢􀁣􀀺􀀮􀀠" 􀀺􀁬􀀧􀀺􀁫􀁾􀁾􀁾􀀺􀁾􀁩􀁾􀁴􀀺􀀧􀀮􀀮􀁩􀁾􀁪􀀻􀁴􀀬􀀺􀀮􀁟􀀭􀀬􀁟􀀺􀀻􀀧􀀺􀀺􀀺􀀠. ',; 
----.--:::::-I I I I • ._,--"._...------􀀮􀀬􀀮􀁾􀀭􀀮􀀭􀀮<------rm'<' j T.W,CIt.I.t -'$I#' T.¥l.e3Q.!O o RETAINING WAlL LAYOUT -ENlARGEMENT LAYOIJ1' COOROINATETA8U! 􀁾:':,.":: 􀁾􀀺􀀺􀀺􀀺􀀠I!!!I-"""
1m] 􀁾􀀺􀀽􀀠fffi1: :: IliI • ...,.,. Ui)IIOTtMP (!!!IlIIOTVRO.-... Iilll =::.: ffi!I 􀀺􀁾􀀽􀀠HiJtml..l$ED1liI'-"...... fiil: :: 1ffi1: == ffiil:=: (!!a " tOtruIO..... Gil 􀁾􀀺􀀮􀁲􀀠􀁾􀁾􀁾􀀽􀀽􀀠ffi.ij
::= 􀁾􀀺􀀽􀀽􀀠I!!I f.()TOf,S)fi2D 􀁾􀀺􀀬􀀬􀀭􀀮􀀺􀀠lWl ::.: [l!] 􀀺􀁾􀀽􀀺􀀠􀁛􀁩􀁳􀀺􀁾􀁾􀀠CONCR.E1"E WALK CENTERLINE CURVE DATA (:URVE DEl.T. ...,'US ARt: T_ CIiO!V) C4 1Z"«14Sr" ,""'"
3:l2<' ,..,. S -7e"5t·.rw ..,. ,.....,. .,.'t:1 ...... 'm>< 8 7.·lO\4&" W HILQI' CO .......,. ,0>", ""$ ,.... SI1·4$'$7"W 3&88' ,...., ......,CO ......... 211.1$ S !1'2Z'V" 'II ......
C,. ,....",. ,-,..... NIW31?E ""'J)"...'" Hm:=: 􀁾􀀢􀁟􀁕􀁉......, lEGENO: _....... o --""'" 61 § N o 40 lSCAI..E IN FEET 1l 'l'IfIITTt:ft 􀁾HfDCOCIRllIMl'a CM;TA l!IiHH.L 00\U\ft-""""2.)
e&: 􀁔􀀱􀁃􀁳􀁵􀁴􀀮􀀧􀁅􀁙􀁾􀁐􀁜􀁁􀁈􀀹􀂣􀁅􀁔􀁉􀀧􀁍􀀧􀁐􀀴􀁦􀁾􀀤􀁕􀀠􀀱􀀧􀁏􀁦􀁜􀁾􀁾􀁊􀁉􀀼􀂻􀁉􀁔􀁾􀀠l) 􀁉􀀨􀁊􀀮􀁾􀀤􀁈􀀮􀁉􀁉􀁕􀀮􀀮STAKE{) tlnttNU) 􀀱􀁗􀁜􀀢􀀧􀁉􀀧􀁈􀁦􀁾􀁉􀁦􀁴􀁬􀁾􀁬􀁨􀀧􀁮􀁥􀀺􀁾􀀠JrfOm:.C'f􀁊�
�􀁉􀁏􀁏􀁈􀁃􀁁􀀢􀁓􀁐􀀺􀁅􀁐􀀮􀁾􀁔􀁏􀁾""...,""""" '4 lHI! 􀁾􀀤􀁈􀀮􀁉􀁉􀁕􀀮VE:f'I:tf't ,lIU.1!:ASBI!Jd' ....u1'llWt! 􀀢􀁉􀁗􀀩􀁉􀀧􀁦􀁴􀁉􀀨􀁬􀁒􀁔􀁏􀁾􀀧􀁉􀀡􀁕􀁏􀁴􀀠eo ". 􀁾􀀤􀁊􀁗􀀮􀀱􀀱􀁯􀀧􀁅􀁒􀀷􀀧􀁬􀀧I(J.
unt.JT1eS1If4QI\Il oti n£Se PUIiIiAS 􀀧􀁬􀁩􀁮􀁌􀁍􀁉􀁉􀁦􀀨􀀻􀀧􀁴􀁾􀁉􀁬􀁦􀁐􀁭􀁊􀀩􀁐􀁉􀁕􀁏􀁁􀁔􀁴􀁬􀀤􀁔􀁬􀁁􀁔􀁯􀁴􀁾􀀮􀀠III 􀁊􀁬􀁬􀁾􀁗􀁌􀁉􀀮􀁾􀁔􀁏􀁬􀁈􀁉􀀡􀁔􀁏􀁗􀁦􀁩􀁦􀁯􀁴NXliSOfI 􀀤􀁔􀁉􀁬􀀧􀁃􀁉􀁎􀁉􀁏􀁓􀁎�
�􀁓􀁉􀀢􀁅􀁃􀁉􀁉􀀧􀁬􀁃􀁁􀁬􀀱􀁏􀁴􀁴􀀤􀀮􀁁􀀡􀁯􀁗􀀡􀁬􀁬􀀬􀁁􀁓􀀬􀁒􀁬􀀧􀁦􀁯􀁡􀁾􀀠􀁔􀁊􀁉􀁄􀁏􀁔􀁾􀁾􀁾􀁈􀁬􀁏􀁉􀀮􀀱􀀢􀁊􀁭􀁉􀁁􀁉􀀧􀁏􀁾􀁃􀁁􀁬􀁑􀁑􀁉􀁕􀀡􀁬􀀮􀁁􀁔􀀧􀁅􀁏􀀠TOtHIIlMOJEC'T. 1.l ,tjJ. 􀁾􀁁􀁒􀁦􀀺􀀧􀁉􀀱􀀩
􀁬􀀺􀁜􀁉􀁉􀁑􀁃􀁯􀁴􀁃􀁬􀁬􀁍􀁏􀁒􀁂􀁘􀁬􀁉􀀡􀁃􀁦􀀧􀁾􀀠.......Q1"\ER\\1SIi HOTEO. III 􀁾􀁬􀁩􀁋􀁍􀀮􀁄􀁡􀁲􀀻􀁾􀀧􀁬􀁊􀀻􀁒􀁏􀁴􀀮􀁏􀀧􀁉􀁣􀁴􀀻􀁍􀀢􀁉􀁉􀁉􀁄􀁉􀀮....... "1 􀁔􀁬􀀧􀁉􀀡􀁾􀁍􀀮􀁬􀀮􀁾􀁴􀀱􀀡􀀢􀀧􀁬􀁕􀀮􀁁�
�􀁯􀁈􀁏􀁆􀁉􀁩􀁕􀀺􀁳􀀮􀁴􀁇􀁉􀀧􀁉􀁴􀁦􀀮􀀠PAVEJ.IEIQ 􀁾Nl)C'll£R. 􀁔􀁾􀁾DEVICES 8'('fl4E em.......""""""'" 1Q.J 􀁊􀁬􀁬􀁦􀀢􀁦􀁏􀀧􀁏􀁋􀁏􀁉􀁬􀁉􀁦􀁗􀀮􀀧􀀸􀁉􀀧􀁃􀀱􀀡􀁴􀁁􀁔􀁭􀁎􀁦􀁬􀁩􀀻􀁾􀁜􀁬􀁩􀁉􀁖􀁃􀁉􀁅􀁉􀀱􀀠
11,) JllUtJlO FCRH8, $'MIUJI, NtOGIVDD SWIU. • 􀁾􀁅􀁄105A SMXmI. 􀁮􀁾􀁁􀁉􀁘􀁴􀁈􀀧􀁏􀁅􀀧􀁏􀁬􀁍􀁖􀁬􀁉􀁃􀁦􀀺􀁐􀁒􀁏􀀧􀁗􀀱􀁉􀁈􀁉􀁬􀁾􀁾􀀠􀁁􀁋􀁏􀁾􀁾􀁾􀁜􀁊􀁦􀁔􀀧􀁉􀀧􀀮􀀠􀁾􀀮􀀩􀀠􀁾􀁦􀁏􀁉􀁴􀀧􀁬􀀧􀁈􀁦􀁾􀁳􀀮􀁷􀀮
􀂣􀀮􀀰􀁃􀁃􀁕􀀧􀁴􀀴􀁾􀀱􀁉􀀧􀀢􀀠\,JH'l$CN'E NICHI1"ECT MI'N'I"HI! RlU,a.a 􀁾􀀠􀀮􀁾􀁾􀀤􀁗􀁕􀀮􀀢􀀬􀀬􀁾􀁁􀁃􀁦􀁴􀁏􀀺􀀤􀀤􀁾􀁏􀁆􀀲􀀧􀀥􀀡􀁎l1C 􀁾􀀠ClF'f'HEl'lOYftotlJ.SDE. . tte 􀁬􀁾􀁾􀁡􀁲􀀧􀁦􀀧􀁈􀁅Wl\I)I$:!t
W.L "lOT ucunw. 11. NQ u.RTI'WI SUA>S SitWJ.1E.FR!AT1!R nwt :\(1• =.... 65+00 TO 70+00 LAYOUT & DIMENSIONING PLAN 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: April 26, 2005 Submittal # :L.1____6=-1:.;..1.:..-__--I
New Submittal: X To: HNTB /Town of Addison Re-Submlttal : 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III AIW# 204059 (972) 450-2886 Engineer: HNTB Attn: Guy
Van-Baulen Submittal Specification Reference: 2x2 Plaque Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section /Drawings: Additional Comments: Contractor's Certification
"Having Checked this submission, we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated," Title: Asst. Project Manager Revjewed
by: Andrew Schneemann Date: April 26, 2005 2 x2 Plaque Soulhwell Company Copy: File 
SATIN FINISH f e sf,ufhwell co. p. o. box 299 salt antonio, tx 78291 . ph. {210] 223..1831 fax {210} 223·8517 o 􀁡􀁰􀁰􀁲􀁯􀁖􀁾􀁤􀀠(no corrections}o 􀁡􀁰􀁰􀁲􀁯􀁶􀁾􀀠as noted o revise
and resubmit signed by: date: CUSTOMER: ARCHER WESTERN CONTRACTORS, LTD, 2121 AVENUE J, SUITE 103 ARLINGTON, TX76006 SHIP TO: ARCHER WESTERN CONTRACTORS. LTD. 1510 SURVEYOR ADDISON,
TX 75001 CAST BRONZE PLAQUE RAI SED BORDER AND ,OTT"." SPECIFY MOUNTING ATTACHME WOOD SCREWS W/ROSETTES EXPANSION BOLTS W/ROSETTES TOGGLE BOLTS W/ROSETTES ATTN: ANDREW SCHNEEMANN 􀁐􀁌􀁾􀁁􀁓􀁅􀀠SIGN
& • ..-.... "" ... i:7 •• , RETURN/r ONE COpy 24" 24" W X24" H ARAPAHO ROAD PHASE III October 2005 City Council R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow
Fredric M. Silver Gregory S. Hirsh Ron Wh itehead, City Manager Director of Public Works /City Engineer Mike Murphy, P.E. Construction Manager HNTB Corp. Designer Roadway-H NTB Corp,
Bridge-U RS Corp. General Contractor Archer Western Contractors, LTD. \) 7ilORDER WILL Bf PRODUCED fROM THE ARTWORK YOU SEf HERE, IF APPROVE THIS ARTWORK AND IT CONTAINS ERRORS, YOU
WILL BE HELD RESPONSIBLE FOR THE WORK WE DO, PLEASE CAREFULLY THAT ALL IS CORRECT REGARDING SPELLING, DESIGN, COLOR AND 􀁾􀁢􀀠􀁌􀁅􀁔􀁾􀀠􀁾􀀠##"&fr CD \YOll AilE UE (IINU PIlOOF·IlEADEIt
e 􀁾􀀠m"' \)" -\,. -r;; 0 QUOTE # leJ547 FILE NAME: 04-4689,CDR JOB # 04-4689 DATE P.O. # 1 SUBMITTED:"'12=,2"'7..:.:,O'-4=--__ RE: ARAPAHO ROAD PHASE III! DRAWN BY: MARl HERNANDEZ 􀁑􀁕􀁁􀁎􀁔􀁉􀁔􀁙􀀺
􀁾􀀺􀀭􀀬􀀺􀀭􀁔􀁗􀀮􀀺􀀽􀀮􀁏􀁾􀀨􀀲􀀧􀀺􀁌􀀩􀁣􀀭􀀺􀀭􀀭􀀽􀀭􀀭__________ MATERIAL: CAST BRONZE FINISH: ' OXIDIZED BACKGROUND SIZE: 24" WIDE X 24" HIGH BORDER: DOUBLE LINE t::'TTI: PLEASE o
CONCEALED o o o THE DESIGN OF THIS PLAQUE COMPUTERIZED GRAPHICS. THE CASTING WILL BE MADE BASED ON SUBMITTAL DRAWING, THE FORMAT, SIZE, SPACING AND MOUNTING ARE STANDARDS AND OUR CAPACITIES
QUALITY CASTING. 􀁾􀁾􀁁􀁌􀁅􀀺􀀠1/4" '" 1" OXIDIZED TEXTURE CONCEALED FASTENER HAS BEEN MADE USING ACTUAL PATTERN USED IN FINAL APPROVAL OF THIS LETTER STYLE, LETTER BASED ON INDUSTRY
TO PRODUCE A HIGH 
􀁾􀀠I ARAPAHO ROAD PHASE III " October 2005 City Council R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City
Manager Director of Public Works /City Engineer Mike Murphy, P.E. Construction Manager' HNTB Corp. Designer Roadway-H NTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors,
LTD. I 
IIMT8 Cot"'___ 1S150 SurveyOf Blvd. Telephone (972) 36J 􀁾􀀠0064 The HNTS Companies AddIscn. TX 75001 F,cslmll. (97<) 361-0065 Engineers Architects PI;,nners www.hntb.eom Archer Western
Contractors, Ltd. 2121 Avenue"J" HNTBSuite 103 Arlington, TX 76006 Request for Information Response July 6,2005 Originator. Andrew Scheermann RFI Number: R-AW092 Subject: Watson/Taylor
Driveway Grades According to Sheet 53 of the Plans, the elevation at South end ofthe WatsonJTaylor Drive to "Match Existing Pavement". The elevation of the Driveway at STA 0+96 is 600.849'
(See attached Sheet for calculations). but the existing driveway/pavement varies in elevation from 599.72' to 600.34' (See attached Drawing). Please advise. Response/Action Taken: In
response to the elevation and alignment issue at the WatsonJTayior Drive. Archer Western in directed to move the Drive centerline forward/up station along the Arapaho Rd PGL to align
the 24ft wide driveway entrance with the existing pavement Archer Western Contractors. Ltd. is then directed to change the driveway slope to .8% from .9%; this new slope is to be utilized
up to 10fi before the proposed end of the Drive. The remaining 10fi to end of Drive shall be install almost flat holding the grade to the gate location, were Archer Western is directed
to remove an additional25fi back along the existing pavement and replace the existing pavement with new ({' thick pavement matching the new elevation at the gate and transitioning the
pavement to match the existing pavement 25fi from the gate. Note additional information will follow. ifthere are any question and conflicts please forward all information under this
existing RFI nnmberas an addendnm. (Example 92.1.92.2. etc. .. ) -br.:!;;)-------Br. Date: July 6. 2005 HNTB Corporation Cc: FUe 
IIM1'B Cwpoaulkc 15150 Surveyor Blvd. Telepbone (97ZJ 361 • 0064 The HNTB Companies Addson.TX7500l r._.(97Z) 361 ·0065 EnQineers: Architects pfanners 1fWW.hntb.com Mr. Ben Withered Project
Manager HNTB Archer Western Contractors, Ltd. 2121 Avenue j" Suite 103 Arlington, TX 76006 Re: Arch Splice Connection July 7, 2005 Dear Ben: On July 2"", I discussed with Archer Western
Superintendent that the backer ring for the Structural steel arch was not fabricated correctly and doesn't meet the AWS standard for a full penetration field weld with a backer plate/ring.
Every day I have question the status ofwhat Archer Western is doing to correct this condition. At this time, I'm requesting Archer Westerns to provide their correction procedure to rectify
this issue ofthe splice connection to conform to the A WS standard as required by the TXDOT Standard prior to the erection of the arch. Note this correct must also meet the standard
to allow for the test byUltrasonic Testing ofthe full penetration field weld. Thankyou, Thankyou, /() 􀁾􀁾􀀰􀁌___ Guy Van Baulen HNTB Corporation Cc: File Steve Chutchian, Town of Addison
Jerry o. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation CliffHalI, URS Corporation 
Addison TX. 75001 fa(!'$irnlle (912} 3611)065 wwwllntb.cQm HHT8.J<>b # 25168-Anpaho Road -Phase ill VIA Hand Delivered 10:00 "'" Dot", July 5. 2005 To: BenWithmdLetter of Archer W_m
Contractors, Ltd. c-INTBTransmittal 2121 Avenue T Suite 103 Adlngt<>o. TX16006 Shop I>rn.wi11g Submittal w. are forwerdln9 to you: Estimates -L PI.ns Prints Reports Shop Drawings Samples
Change Order Disk Copy of leUe.Book Other # of Copies Drawing # last Dated Code Description 2ftX 2ft Bronze Plaque 􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭Submittal.6l.L2 4126/05
Thn. aro t....nsmltted: For approval As requested Copies for distribution 􀁾 foryouruse Resubmit for Review & comment Return Copies for review 􀁾No exception taken Corrected prints Submit
Amend and resubmit Make corrections noted Pleaenote: 
AX; (817) 640·8734 SUBMITTAL Date: April 26, 2005 Submittal # :1L-__......;6::,;1::.,.1:..-__---I New Submittal: X To: HNTB/Town of Addison Re..submittaJ : 16801 Wesfgfove Addison, Texas
75001·9010 Project: Arapaho Road Phase III A/W# 204059 (972)450·2886 Engineer: HNTB Attn: Guy Van-Baul.n Submittal Specification Reference: 2x2 Plaque Description of Submitted Item:
2.x 2 Plaque Manufacturer/Sub/Supplier: Southwell Company Related Section I Drawings: Plans Additional Comments: Contractor's Certification "Having Checked this submission, we certify
that it conforms to tlie requirements af the Contract tn all respects, except as otherwise indicated." Sign: . Print Name: Andrew Schneemam Title: Ass!. Project Manager RevIewed by:
Andrew Schneemann Data: April 26, 2005 Engineer's Stamp 􀁾􀁷􀁾􀁾lDUlVLdF 􀁫􀁍􀀮􀁾􀀠􀁻􀁙􀁜􀁾􀀠􀀷􀁾􀁪􀁡􀀺􀁯􀁳􀀭Copy: _____R:...:':;:le____ "IIZ )UOTE # 16547 ___ FILE NAME: 04-4689,CDR
DI I: JI.C:lC' 􀀬􀁾􀀬􀀮􀀬􀀠" 
; e sou we co. CUSTOMER: p. o. box 299 san antonio, Ix 78291 ph. (2101223·1831 fax {210, 223·8517 ARCHER WESTERN CONTRACTORS, LTD. T 2121 AVENUE J, SUITE 103o 􀁡􀁰􀁰􀁲􀁯􀁶􀁾􀀠(no corrections}
ARliNGTON, TX76006o approvful as noted 􀀬􀁾􀀭􀀮􀀮􀀠... . .. -_...._-...... . o rev'se and resubmit signed by: date: SHIP TO: ARCHER WESTERN CONTRACTORS. LTD. 1510 SURVEYOR TX75001 ATTN:
ANDREW SCHNEEMANN • -.""".'.:7 .. • PLEASE SIGN & CAST BRONZE PLAQUERETURN . • ONE COPY 24" 24" W X 24" H SFALE: 1/4"" I" 􀁾􀀠/ARAPAHO ROAD PHASE III October 2005 City Council R. Scott
Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager Director of Public Works /City Engineer Mike Murphy, P.E.
Construction Manager HNTB Corp. Designer Roadway-HNTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors, LTD. OXIDIZED TEXTURE YOUR ORDER WILL BE PRODUCED FROM THE
ARlWORK YOU SEE HERE. IF YOU APPROVE THIS ARTWORK AND IT CONTAINS ERRORS. YOU WILL BE HELD FINANCIALLY RESPONSIBLE FOR THE WORK WE DO. PLEASE CAREFULLY CHECK THAT All IS CORRECT REGARDING
SPELLING, DESIGN, COLOR AND I)iYOll Anll TlIllIIINAl.lln00l1·ImAIH!R CD QUOTE #16547 JOB # 04-4689 P.O. # RE: ARAPAHO ROAD PHASE III 􀁾􀀢􀀢􀀢􀁔􀁲􀀺􀀭􀀭FILE NAME: 􀁑􀀱􀀺􀂱􀂧􀁃􀁾􀁾􀀠 DATE
S UBMITTED: ..,,12""'.2"-.7.""04"'--__ DRAWN BY: MARl HERNANDEZ QUANTITY:􀁍􀁁􀁔􀁅􀁒􀁉􀁁􀁌􀀺􀁾􀁃􀁾􀁁􀁓􀀽􀁔􀁾􀁂􀁾􀁒􀁾􀁏􀁎􀁾􀁚􀁾􀁅􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭FINISH: OXIDIZED
BACKGROUND SIZE: 24" WIDE X 24" HIGH 􀁂􀁏􀁒􀁄􀁅􀁒􀀺􀁟􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭(J 7\l o\j)CJ) IJ) 􀁾􀀠rn 􀁾􀀠􀁾􀀠" 􀁾􀀠0 m RAISED BORDER AND I C'N'CP"" • SATIN FINISH 􀁾􀀭􀁲I7/) "")
'-'7􀁾􀀠0-WI ,..17/n 77 B-CONCEALED FASTENER PLEASE SPECIFY MOUNTING ATTACHMEN D CONCEALED WOOD SCREWS W/ROSETTES D EXPANSION BOLTS W/ROSETTES D TOGGLE BOlTS W/ROSETTES THE DESIGN OF
THIS PLAQUE HAS BEEN MADE USING COMPUTERIZED GRAPHICS. THE ACTUAL PAnERN USED IN CASTING WILL SE MADE SASED ON FINAL APPROVAL OF THIS SUSMlnAL DRAWING. THE FORMAT, LETTER STYLE, LEnER
SIZE, SPACING AND MOUNTING ARE BASED ON INDUSTRY STANDARDS AND OUR CAPACITIES TO PRODUCE A HIGI·I QUALITY CASTING. 􀀧􀁾􀁍􀀠􀁾􀀠􀁾• __••• __'._'_""" ••__.. __•• 
ARAPAHO ROAD PHASE III October 2005 City Council R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager
Director of Public Works /City Engineer Mike Murphy, P.E. Construction Manager H NTB Corp. Designer Roadway-H NTB Corp. B ri d ge-U RS Corp. General Contractor Archer Western Contractors,
LTD. 
9128892042 T-524 p,OOZ/OO! F-040,.-14-05 10:1,.. From-URS Corporation Arapaho Road Bridee, Town cifAddison, Dallas Counry; Texas Page 1/2 Altek Engineering & construction Co. Structural,
Foundation and Civil Engineer p. O. Box 172004 Arlington, TX 16003--2004 Phone: (817) 572-1989 Fax: (817) 563-1465 June 06, 2005 Archer Western Contractor, LTD. 2121 Avenue], Suite I03,Arlington,
TX 76006Tel: (817) 64D-3898 Attention: Don Goodl Ben 1. Withered, Project Manger Tel: (817) 4D1-54-56, (817) 4D1-7202 Subject: Construction sequence for Arch & Beam Erection Plan, Temporary
support system (ShoringTowers); Crane capacity analysis for the Span # 9, Cable installation; Load influence on permanent structure for the Main arch and beam span of the Arapaho Road
Bridge.Town ofAddison, and Dallas County.Texas Attached please find the following documentations for the above mentioned subject: Section #1 shows the construction sequence for all work
required at span # 9 including "Arapaho Construction Sequence". Section #2 details the erection of arch sections and concrete beams with the required false-work which includes "Arapaho
Span # 9 Erection Plan, Arch & concrete U-Beam Erection Drawings, Arch Erection UftTable & Loading, Arch shore tower & Support Beam Analysis, Concrete U -Beam Shore Tower & Support Beam
AnalysiS, Plan Sheet # 273 -276 Arch/Main Span Erection Sequence, King Fabrication Dwg # Ol-072-El Arch, Pafco 50 Kip/Leg Sho:reTower, Pafco lOO Kipl1eg Shore tower, IOO-Ton Crane Chart,
I 20.Ton Crane Chart, 360-Ton Crane Chart" . Section # 3 details the hanger cable'installation and stressing procedures "CBSI Structural Strand Installation Procedures". ' 
9728882042 T-S!4 P 0011003 F-D40Jun-14-0S 10:11.. Fro.-URS Corpor.tion Arapaho Road Bridal:, Town rifAddison, Dallas Couno/, Texas Pane 212 Section # 4 details the influence of loads
on the permanent and temporary structures throughout the erection sequence which includes "Sequence Loading and Calculations". These recommendations are for the above referenced. project
only. All the other locations must be reviewed, sealed and signed individually. These recommendations are based upon the information and details provided to this engineer by the Archer
Western Contractors, LTD. Supporting engineering calculations and Accessories charts for these recommendations are attached. ffyou have any questions, or ifI may be offurther service
in this matter, please call me at (817) 572-1989 or write to me at the above address. 
I 􀀺􀁉􀁾􀁩􀀠i-I 􀁲􀁢􀁾􀀠JlNTB CQmplflll.. 􀁾􀀠For Made by Date Job Number Checked by Backchecked by Date Date Sheet Number tI,j I ' i 􀁾􀀠OJ Jf\l-􀁾􀀠g[j:) GI 􀁾􀀠.p-C{., 􀁾􀀬I" A ,
􀁾􀀠􀁾􀀠"""\:: 􀁾􀀠􀁾􀀠) 􀁾􀀠􀁾􀀠l. 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠j , 00 􀁾􀀠􀁾􀀠􀁾􀀠I I 
Martinez, David (DGNO) From: Duffy. Bob E (GE Trans) [Bob.Duffy@Trans.ge.comj Sent: Thursday, June 23, 2005 9:32 AM To: Martinez, David (DGNO) Subject: FW: DGNO addisionWye Addison.pdf
David, Here is information I sent David Eyermann on Tuesday June 21 2005 so your have a copy. I corrected navels E-mail address in later transmission. Bob Duffy GE Transportation > -----Original
Message----> From: Duffy, Bob E (GE Trans) > Sent: Tuesday, June 21, 2005 4:58 PM > To: 'david.evermann@railamerica.com' > Cc: Kleinhenz, Paul (GE Trans), Venneman, Pat J (GE Trans),
tjleimbacher@qualitysignal.com1i lbbunney@qualitysignal.com'; 􀀧􀁷􀁡􀁬􀁴􀁥􀁲􀁾􀁦􀁩􀁴􀁨􀁩􀁡􀁮􀁀􀁲􀁡􀁩􀁬􀁡􀁭􀁥􀁲􀁩􀁣􀁡􀀮􀁣􀁯􀁭􀀧􀀠> Subject: PGNO addisionwye > > > «Addison.pdf» David,
> > Here are the measurements I made last Wednesday June l5, 2005 on the Addison Wye. If the maximum train speed is lO MPH and there is no addition warning time for traffic light preemPtion
time required the only wye switch which will be overlapped is the northeast switch of the wye. There will be need for cables between the East Arapaho crossing house and a new Addison
crossing house and a switch circuit controller on the northeast wye switch to convey switch position information and crossing approach via HXP circuits at Addison to East Arapaho. The
signal locations on the RCL PRELIMINARY plans are reasonable (per MUTeD guidelines) but I have not compared with the city plans for any conflicts. > > I have not received a fax with
pre-emption time information. > > If more warning time for traffic pre-emption is required, cables maybe required to the Northwest and South wye switches. If the West Arapaho crossing
needs addition warning time for traffic pre-emption cables may be needed from West Arapaho crossing house to both the Northwest (if more than 43 seconds WT at lO MPH versus 39 seconds
in PRELIMINARY PLAN ) and South wye (if more than 44 seconds WT at lO MPH versus 39 seconds in PRELIMINARY PLAN ) switches. If the only East Arapaho crossing needs additional time warning
time time ( if more than 41 seconds WT at lQ MPH versus 33 seconds in PRELIMINARY PLAN ) for traffic light pre-emption and all the northbound moves from south wye use the east wye track,
cables from the East Arapaho house to switch on south wye may be unnecessary. If both wyes are used from south, switch positions information will be needed for Arapaho East requiring
additional cable from south wye switch to prevent activation at East Arapaho when northbound move is made to West wye track. A separate house at south switch would be an option to reduce
track cable runs on other equipment, if traffic pre-emption time causes both East and West Arapaho crossing approaches to extent through south switch. 􀁾􀁯􀁵􀁲􀀠inch condui!junder track,
roadways, 􀁳􀁩􀁤􀁥􀁷􀁡􀁬􀁫􀁳􀁾􀀠parking lots or in any area that .' 􀁾􀁵􀁬􀁤􀀠not be dug up again, would be useful in installing direct buriable signal cable , with armor tape to signals#
track connectionI switches, adjacent crossing houses, power, traffic controllers, and remote housings as required. > > Bob Duffy GE TRANSPORTATION Global Signaling > 502-266-8545 extension
2358 > > 1 
'", ..$ a " " " '-', 0 v ':t ""<y '< 􀁾􀀠􀁾􀀠"" '-" 􀁾􀀠<oj Z c 􀁾􀀠""... ., 􀁾􀀠'"<. " -'L /;I ,I ,, I I I ! I I ,, :';::1 ' ,q!'i , 􀁾􀀠: i i I", . 1('., "􀁾􀁾􀀠\. '􀁉􀁾􀀠􀁾< I " 􀁉􀁾􀀡􀀠CJ
􀀻􀁾􀀱􀀠􀀧􀁾􀀠􀁾􀁾􀀠􀁥􀀺􀀮􀁾. ;.0 '\I !v, , ! iI !I 􀁾􀀠..::: '" '" ''''􀁜􀁾􀀠;;;; " l!..,I" -,;. 􀁾􀀧􀀺􀀺􀀠Z􀁾􀀠" \ ',"" '"..<" -, I i I 􀁩􀁾􀀠􀀡􀁾􀀠\:: 
Kuntz. Jim (DGNO) From: Eyermann, David (DGNO) Sent: Thursday, June 23, 2005 10:17 AM To: Kuntz, Jim (DGNO) Subject: Fw: DGNOaddisonwye -----Original 14essage----From: Duffy, Bob E (GE
Trans) <Bob.Duffy@Trans.ge.com> To: Eyermann, David (DGNO) <David.Eyermann@RailAmerica.com>; Martinez, David (DGNO) <David.Martinez@RailAmerica.com> CC: Venneman, Pat J (GE Trans) <Pat.Venneman@Trans
.ge.com>; Kleinhenz, Paul (GE Trans) <Paul.Kleinhenz@Trans.ge.com>; jleimbacher@qualitysignal.com <jleimbacher@qualitysignal.com>; bbunney@qualitysignal.com <bbunney@qualitysignal.com>;
Fithian, Walter (Horne-Office User) <walter.fithian@railamerica.com> Sent: Thu Jun 23 10:26:17 2005 Subject: DGNOaddisonwye David, I received the pre-emption timing requirements for
the Arapaho Road and Addison Road intersection from HNTB via facsimile. Since Arapaho Road is named as the parallel to track and the clearance green is being applied to Addison Road
which has 200 between its warning signal holding traffic back from the Arapaho Road intersection and Arapaho Road, and since Addison Road's southbound lane gate is much closer to the
intersection than the Arapaho Road East eastbound gate, 200 feet versus about 365 feet, I like to assume their will be no preempt required for Arapaho Road East. If green clearance time
was provided for both Addison Road and Arapaho Road at same time they would be in conflict, unless two preemptions "treated sequentially based on direction of train approach. I am not
a aware of any traffic controllers using multiple railroad crossing preemptions in sequence. Please verify with city or HNTB, there is no plans for green clearance time on Arapaho East.
If only 33 seconds warning time is required for Arapaho East, its northbound approach start will remain north of the south wye switch frog for 10 MPH trains. Since Arapaho West's eastbound
signal is about 985 feet from the Addison Road intersection it is outside the bounds for consideration a traffic preemption. 􀁾􀁨􀁥􀀠Arapaho West approaches will remain within the Northwest
and South wye frogs for 39 seconds warning time. Bob Duffy GE Transportation Systems Global Signaling 502-266-8545 extension 2358 1 
June 21, 2005 Letter: HNT8 -47 HNT8 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-8aulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Carboline
Paint System Pricing Dear GUy: Please find the revised paint pricing for the T -4 and Pedestrian railing utilizing the Caboline paint system. T -4 Rail-5103 LF -$ 18,351.45 Pedestrian
Rail -2294 LF -$ 11,113.89 Total Carboline Paint Pricing: $ 29, 465.34 Please process this change order so that the rail manufactures can proceed with the production of the railing and
not delay the project If you require additional information, please contact Andrew at our field office. 􀀧􀀭􀁾􀁭Withered r Project Manager fv XC: Andrew Schneemann Don Good File . \
􀁾􀁾􀁣􀁨􀀢􀀬􀀮􀀨􀁊􀀮􀀢􀀮􀀮􀀬􀀮􀀮􀀮􀀮,-􀁾􀀠\)...r,,}L.k/HtJ13 
Tho HHTB Com,..... 15150 Surveyor Blvd. Telephone (972) 361-0064 Engineers Architects Planners Addfson TX. 75001 Facsimile (972) 361-0065 www.hntb.com HNTS.Job 11= 25768 -Ampaho Road
Ph... m VIA Hand Dem,cd· Date:: June 15, 2005 Ben WitheredLetter of To: Archer Western Contractors. Ltd. =-tNTBTransmittal 15150 Su"""", Blv<l. Addl",o, TX 75(0) Pavement Joints as per
the Town ofAddiron We are _mil"" to you: Estimates Plans _X_ Prints Reports Shop Drawings Samples Change Order Disk Copy of Letter Book Other # of Copies Drawing #: Last Dated Code Description
As requested Copies for distribution Resubmit for Review & comment Copies for review No exception taken Submit Amend and resubmit Make corrections noted 􀁾􀀠I Surveyor Blvd.loint : 6f14/05
Expansion Joints at Surveyor Blvd. Layout I ! I , I These are transmitted: For approval X For your use Return Corrected prints Please note: Pie:ue fullow the existing pavement details
3.$ shown in the (;ontra.ct plans. fur the specific type ofjoint construction. The Town 􀀭􀁾􀁾􀁾􀁾􀂷􀀢􀀧􀂷􀁬􀁢􀁾􀀭􀀭􀀭􀀢􀂷􀀠 􀁾􀀠􀀴􀀻􀀮􀁾HNTB Corporation 1enny NiaMmde:r. 'town ofAddison
1'"1' D. Holde< File 
0 II: "\:.1 I,, \ , \, \ , 􀁾􀀠t \ ( 􀁾􀀮􀀠 ":." 􀁾􀀠is\".-., In􀁾􀀡􀀼􀀠is..) 1;l'l • -,􀁾􀀠􀁾􀀧􀀺􀀬􀀠I• •• I" 􀁾􀀠I •, <,)1 􀁾􀀠\,, -􀁾􀀠\ I z • I ., -.---{ . ....􀁾..􀀭􀁾􀀭􀀮􀀮􀀭􀀭􀀭􀂷􀂷􀀭􀁲􀁊􀀺􀁾�
�􀀭􀀺􀀭􀀧􀀺􀀽􀀺􀀺􀀠"􀂷􀂷􀀺􀁾􀁾􀁟􀁾􀂷􀀺􀀺􀂷􀀺􀂷􀀺􀁾􀁊􀁉􀂷􀁾􀀺􀂷􀀠---.:! 􀁾􀁾􀀮􀀠.. ! I•! -------------􀁏􀁏􀂷􀁾􀀵􀀠􀀭􀁾􀀭􀀭􀀭DOt .t' ".. , ; I 
Guy Van-Baulen From: Jenny Nicewander finicewander@ci.addison.tx.us] Sent: Tuesday, June 14, 20051:23 PM To: Guy Van-Bau!en Cc: Andrew Schneemann (E-mail); Sieve Chutchian; David Wikle
Subject: Expansion Joint redwood jolntpdf (214 KB) Pls reference the attached expansion joint locations. The towns preference is for the redwood expansion joint shown in the plans. Jenny
«redwood joint.pdf» ****************************************************************************************** ************************* This e-mail and any files or attachments transmitted
with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is intended only for the use
of the individual(s) and entity (ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization. If you are not the
intended recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regulations. If you have
received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. ****************************************************************************
************** ************************* 1 
__ Tho HNTB c:.mponlos 15150 Surveyor Blvd Telephone (972) 361'1)0&4 Engineers Architects Planners Addison TX. 7500i Facsimile (912} 361-Q065 www.hntb.cQm HNTBJob. 25768-AmpohoRoad-Ph...m
VIA Hand D<ltve,ed -I2:SOam Dot.. lune 14, 200S To: Ben WitheredLetter of A.n:bec Western Contracton. Ltd. MNTB Transmittal 2121 Avenue"j" Suite It» Arlingl<>n. TX 76006 ShopDrawingo
We are forwardl"" to yCH.t: Estimates 􀁾Plans Prints Reports Shop Drawings Samples Change Order Disk Copy of Letter Book other #: of CopIes Drawing #: Last Dated Code Description 􀁾___3_---1r-PK_-2_,
Page 5_1_-1-____t-___'!-p-ar-ki-.n-g-La-l"'-u-tMBN--A---C-h-an-ge-du-.-t-o-earth--",-o-un-d-o,""TXueond_"'_"___ 1 'r􀀭􀀭􀀭􀁲􀀭􀀭􀀭􀁾􀀭􀁲􀀭􀀭􀁾􀀭􀀭􀀭􀁉􀀠I '-___--'-____--''-___􀁾___ __L.
These are transmItted: For approval As reques ted 􀁾Copies for distribution 􀁾foryouruse Resubmit For Review & comment Return Copies for review No exception taken Corrected prints SUbmit
Amend and resubmit Make corredions noted Plus. note: Due to TXU eover ....uirem.uirem.rtt., pleue move the thr.. parki", $pIlCH to the shown foe.ion Oft the 􀀭􀀭􀀭􀀮􀀭􀀢􀀭􀁍􀀭􀀱􀁾􀁛􀁴􀁓􀁾􀀠
8y: Guy Van Baulen. Err COpy to: File JerryD. Holder, HNTB Corporalion 􀁪􀁾ehv.kl., •..:..., Ib",,,.f 􀁾􀀠
,k !' 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀽􀀽􀀽􀀭􀁾􀁴􀁟􀀭􀀭􀀭>001--------.----ANY VERTI {CURB. 55+00---+-----I I i---!I i I I ----;1 I m ( o 20 <0 6' 􀁓􀁃􀁁􀁌􀁾􀀠iN F£H N NOTE: SEE SHEET
G-1 roo PARKING GRIOINC PLAN. LEGEND PRQ'OSEl) SCLIO <WHITt STRIPE ".1 􀁾􀁾􀁅􀁄􀀠P_IN(; 􀀽􀁉􀁾􀀠PPRKING LAYOUT MBNA 80 II 
INSTIoU WHEEL STCP .00 ,.... "R""OSI,O CONCRETE P AVEI>£NT INO CURe PM} GUTTER> 550{)0 _,1---------.-------􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀀭􀀭􀁾􀀭􀀺-\ \ '. ANY VERTICAL OBSTACLE \ '. , \ ICURB. 9UILOINO.
STAIRS. ETC.)=-" ABSOLUTE SYSTEMS,LTD REBAR PIN PER STOP) __􀁾􀀧􀀠'I \. _I____ D a 􀁾􀀠r l ' 􀁾􀁩I 6'-0-: PLAN SECTION 􀁾􀀠r-I o 20 40 60 80---.SCALt IN 􀁆􀁅􀁾􀁔􀀠N NOTE, SEE SHEET G-t
FOR PARKlNG GRADJNG PLAN. LEGEND 110.. DATE 51 .,.....,.. ARAPAHO ROAD • PHASE III SUlfleYOR EDJl£YNiD TO NJOlSQN f1(J.ID PftRKING LArOlJT MBNAllt= I 􀁾􀀶􀁌___________________________________________
􀁾􀁖􀀺􀁅􀁈􀀺􀁉􀀺􀁃􀀺􀁕􀀺􀁌􀁁􀁒􀁾􀀺􀁗􀁾􀁈􀀺􀁅􀁾􀁅􀀺􀁌􀀺􀁓􀀺􀁔􀁾􀁏􀁐􀁾􀀺􀁄􀁅􀀺􀁔􀀺􀁁􀀺􀁉􀁌􀀽􀁟_____________________________________________􀁾􀁉􀀬􀀽􀀽􀀽􀀽􀁾____􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁔􀀰􀀸􀁷􀁾􀁎􀁾􀁏􀁾􀁆􀁾􀁁􀁾
􀁄􀁾􀁄􀁾􀁉􀁾􀁓􀁏􀁾􀁎􀁾􀂷􀀵􀁔􀁾􀁅􀁾􀁘􀁾􀁁􀁾􀁓􀁾􀁾NOT TO SC.M..E ( .-r0tr0q,.,I$M 0.--en !)An; sc.t(.£ PIfO.C:C1 tfO. SH£t1 t4 2 CF 5 o.c\ -1)H 􀁯􀀭􀁾􀀮􀁉􀁓􀁈􀀠L o. 􀁾r_ lB' :".. PK-Z
􀁾􀀠j 􀁾􀀠'P"" _oil 􀀬􀀬􀁾7; 
June 28, 2005 Letter: HNTB -53a HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No, 04-22 Traffic Control
Plan for Addison Road Dear Guy: Archer Western will utilize the Traffic Control Plan on Sheet TC-4 (30) for the AddisonI Arapaho Road Tie in, We will begin this work Wednesday, June 29, 2005 If you require additional information, please contact Andrew at our field office, XC: Don Good File 
• • .,. -7N 3 _.􀁾􀀠􀁾􀀠C. 􀁾􀁾􀀨􀀲􀀮􀁲􀁅􀀠􀁾􀀠.0 /'ItSSMt 8JP􀁾􀀠II( :s 􀁾􀀠tol....t4 ..; 􀁬􀀻􀁾􀀠;.. f .. j!. 1ld11/t1lll!Ii e ":t ,\J'" ",.. ......... 􀁾􀀠• .. •• • 􀀮􀁾. • 􀁾􀀠􀁾􀀠..
􀁾􀁇􀀧􀁜􀀼􀀭􀁾􀁻􀁊􀁾􀀠􀁾􀀢􀀬􀀮􀀬􀀠[ 􀁾􀀠.. 4 ,..) ...1f..,. q:\II 􀁾􀀠~ 1\1 􀀧􀀡􀁉􀀮􀁾􀁾􀁾􀀠d:I" -􀁾􀀠􀁾􀀠-l -+iii "I:I 􀁾􀀠􀁾􀀠" .. ! ..-:> • 0 ... 􀁾􀀠• • .f::"'•• 􀁾+( -,)p -4 -Y
.... . -'" .. . .. .... .. .. 􀁾􀀠... .. ... • .. 􀁾.. 􀁾􀀠® 
'f... ['f.. 􀁾􀀠--l ±: Jij􀁾􀀠'" ....,. 􀀢􀀭􀀭􀀭􀀭􀁾.::";i!o. •-• • ... .. -EJ //fJ·13 
'f-. 'E-. r 􀁾􀀠-􀁾􀀠􀁾􀀮-l±:: lU "foo. 􀁾􀀠• 􀁾􀀠f1i2)lo)Rf 􀁾􀀠􀁾􀀠􀁾􀀠• • -+ ... .. .. .. • .. 􀁾􂂬􀁊􀁴􀁜􀀼􀀭􀁾􀁰􀀧􀀠-4 -••... . . ... • .. .. c .. ........ -"" • • 
• • Archer Western Contractors July 20, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Guy Van-Baulen , .; RE: Lane Closures Dear Guy: -..,.. • • ". 􀁾􀀠•.. • 􀁾􀀠Archer Western
requests that the Town ofAddison considers the utilization of daytime <lane closures on Midway Road, for the forming and placing of diaphragms on span #9of the Arapaho Bridge as well
as decking work. 􀁾􀀠The lane closures are needed to assure the safety of the public as well as A/W employees 􀁾. E1 􀁾while placing formwork and concrete over the Midway traveling traffic.
The times and dates are as realistic as I can predict at this time. The Town is guaranteed that no closure will be set or left in place that is not necessary. A/W requests that the closures
be allowed at the off peak hours of 9:00 AM to 4:00 PM. We have had an occasional lane closure during these hours and the impact to the public is minimal. The schedule of the closures
will consist ofthe following; Northbound Midway various lanes 7-25 thru 8-9 Southbound Midway various lanes 7-26 thru 8-19 Messages boards will be used to forewarn the traveling public.
Don Good Project Superintendent ..._._---------2121 Avenue J, SUite 103 A Member of The Walsh Group Arlington, Texas 76006 An Equal Opportunity Employer Phone: 817.640.3898 Fax: 817.640.8734
www.walshgroup.com 
Archer Western Contractors July 192005 Town of Addison 16801 Westgrove Drive Addison, Texas 75001 Attn: Mr. Steve Chutchian RE: Town of Addison Span #9 Structural Analysis 􀁾􀀠Dears;':
Archer Western Contractors has proceeded per your request and direction with a structural analysis of the bridge components at span #9. As requested by the URS letter dated June 17,2005
and furthered by Steve Hages ofHNTB in the meeting on June 17,2005, Archer Western Contractors will provide a step by step analysis for the entire structure. Archer Western Contractors
has obtained the services of Janssen & Spaans Engineering to perform the structural analysis as requested. Their proposal for engineering services is approximately $45,000 and a time
schedule of6 -8 weeks to complete the analysis. Archer Western Contractors believes that the structural analysis is beyond the scope of the contract plans and specifications. The contract
plans state "The contractor shall submit for review and approval to the engineer, calculations of the influence of his erection sequence, loads and details on the structure, in accordance
with the project specifications". Archer Western Contractors have reviewed the project specifications and does not find where a structural analysis of each bridge component is required
by the specifications. Archer Western Contractors respectfully requests a change order for this work and the additional days. The final amount to be forwarded at a later date. If you
require additional information, please contact me at 8\7-640-3898 or 817-401-7202. Sincerely, Ben Withered Project Manager Cc: Don Good 2121 Avenue J, Suite 103 Arlington, Texas 76006
Phone: 817.640.3898 Fax: 817.640.8734 www.walshgroup.com A Member of The Walsh Group An Equal Opportunity Employer 
....ccopa 11 15150 SUtvoyor Blvd. Tek!pl>one (972) 361 -0064 Thl HNTa Companfes Addison. TX 15001 F.<Slmlie (972) 361-0065 Englneers Architects Plannet$ www.hntb.com Archer Western Contractors.
Ltd. 2121 Avenue «r HNTBSuite 103 Arlington. TX 76006 Request for Information Response July 18, 2005 OrigiDator: Andrew Scheennann RFINumber: R·AWOI04 Subject: Revised Grades Addison
Pading Lot Request: Please Reference the response to RFI 94 and attached drawing Archer Western has received and reviewed grades 􀁦􀁵􀁾􀀠the Addison road parlting lot and disoovered
the parking lot will still hold water in one comer. The pipe and inlet are already installed. Please review the attached infonnation and provide Archer Westero with a solution. . Please
provide this infonnation as soon as possible as not to delay the project:. Response/Action Taken: In response to your RFI #104. Please ftnd attached a sketch showing the raise the top
􀁯􀁾and gutter at the Northwest 􀀭􀁉􀀻􀀺􀀻􀁾􀁾􀁟􀁾􀀭􀀱􀀠 ..􀁾􀀠By: Guy Van Baulen, BIT Date: July 18. 2005 HNTB Corporation Cc File Steve Chutchian. Town ofAddison Jerry D. Holder, HNTB
Corporation 
\. \ \ \ " \ '; \ I, t I I [ \ \􀁾􀀠
HImI Cui,. 11 15150 Surveyor Shld. Telephone (912) 􀁾􀀱• 0064 The, HNT8 Compan1es Addison. TX 75001 Facslmile (912)361' 0065 Engineers Architects P41rlners www.hnth.com Archer Western
Contractors. Ltd. 2121 Avenue T HNTBSuite 103 Arlington. TX 76006 Request for Information Response july 18.2005 Originator: Andrew Scbeermann RFINmnbec R-AW0106 Subject: Revised MBNA
Parking Lot Request: Please Reference the attached Sketch Archer Western discovered that the Oncor power pole for Absolute Systemswas not installed in the plan location. A dirt mOUlld
is to be installed over the buried conduit form the Oncor power pole to provide adequate cover over the conduit. The location of the mound will interfere with the proposed parking lot.
Through field discussions with HNTB, Archer Western was directed to reconflgure the parking lot to miss the mOUlld. Please couflrm the attached changes to the MBNA parking lot configuration.
Response!Action Taken: In response to your RFI 1# 106. This is confitming that Archer Western was given the approval to relocate an additional parking lot from the west end of the bead
on parking to the north and make prevision for it at the eastend of the lot to allow for the reqnired clearance for the Oncor conduit. See revised attached sketch which was previously
issued on JUlIe 14.2005. -; ..By: Date: July 18,2005􀀡􀁺􀁾􀁦􀀭HNTB Corporation Cc: File Steve Chutchian. Town of Addison jerry D. Holder. HNTB Corporation 
i o 20 40 􀁓􀁃􀀧􀁌􀁾􀀠IN FEn 80 N , ,S 9' 219' , , ./'. ,I /f, /I ! I J?RCf'Os£'O ...L-L_i. -,! ! 'i /I CONCRETE 􀁐􀁁􀁖􀁾􀁾􀀠I-. NOTE! SEE SHEET G-1 FOO PAAKINQ GRNliNG PLAN. LEGEND
Pf«:POSEO 50..10 4WHITE STRiPE PRCI'OSEO P,ARKING UIT PAVEMlII(I"•• #'5 REBAR PlNANY VERTICAL OBSTACLE (CURB. eUILOIH(h STAIRS. ETC_) 􀁾􀀠 PN'lKING IAOllT MBNA ( 5 PLAN VEHICULAR WHEEL
STOP DETAIL HOT TO SCALE SECTION 12 PER STOP) 
􀁔􀁤􀁾􀁩􀀡􀁨􀀡􀀻􀀩􀁦􀁬􀁃􀀠(97.:) 361-COE,A􀁔􀁾􀀺􀀺􀀠􀁾􀁍􀀱􀀡􀀡􀀠Compe:n:!e:s: 􀁆􀁭􀁽􀁬􀁮􀁦􀀧􀁬􀀢􀁲􀁾􀀠􀀬􀁉􀁜􀁲􀁲􀁾􀁩􀁴􀁦􀀧􀁲􀁬􀁾􀀠􀁐􀀬􀀱􀀧􀁬􀁮􀁮􀁴􀀢􀁲􀁾􀀠F'1'!r-:imi!f' (97') %1-0(1",\1
www.hntb..com HIHB Job II 25768-Arapaho Ro:!d Phase lH VIA Hand Delivered To;Lettef af Transminai r.v.Buxww 16801 We:.tgrove Drjve 􀁁􀁍􀁩􀁾􀁮􀁮􀀬􀀠TX 􀀢􀀯􀁾􀁈􀁭􀀠Shop Dn;wiug Submttills
􀁷􀁾are: forwarding to you: P6ni"-: 􀁒􀁾􀁰􀁣􀁲􀁾􀁳􀀠X Shep Drn':.'ir.gs Sarr.ple:s Chctfl(je OrdE'f [it:'>/( COpy ljf L(>th"( r,! h.·:·, C::de 1 i SubmiHai" ofLi lrrigd.tion Controller
-Make Corr«tions Noted i I 2 I Submittal' 69.1 6/28105 Mini CUk II Rain Sensor -Amend.and Resubmit !$ll:liHittiil;; 1ft1 !6/2f!;/O;' R4.ih nird ;:11.0 Series 􀁾􀁬􀀧􀁲􀁩􀀠Ilkltl H",-,w
AiUC!I..! alill R,;"ul;;;-,,-'--..------1 '-----I ;-c-fll-:c;c =---c--􀀭􀀭􀀭􀁾􀀢􀀠 ,.,---------2 ··-2----Submlnai ;,'i,Ll 6/28/05 PVC 􀁒􀁩􀂣􀁴􀁬􀁬􀁾􀀠(SCH lID) -Make Cout%tion 􀁎􀁾􀁴􀁣􀀡􀀮􀁬􀀠Co::.tr
d Wf::cs -No 􀁅􀀮􀀬􀀢􀀻􀀺􀁃􀁃􀁰􀁴􀁩􀁏􀁬􀁾􀀠TtJtcnIGi2S105 2 "--j submittal 􀁆􀀷􀀩􀁾􀁾􀀠'6ii8/U5 ---,.,.---􀀢􀀭􀀭􀁬􀁾Solvent Weld l"v'C ::: No.cxcepuoo 􀁔􀁾.._...---... ! 2--1 􀀡􀁜􀁵􀁨􀁾􀀧􀁪􀁴􀁴􀁡􀁴􀀠
# 8U 6f2Rfog; L.__􀁾􀁾... -.L___._"""';L.....___-.L Tbese are tramifnitted: A'S 􀁮􀁾􀁴􀀮􀀡􀁴􀁬􀁴􀀺􀀺􀁩􀀠ted For your use 􀁾􀀠Rest.;bm:t For Review & comment fielUl'n Copies for l'pview
No exceplion taken Corr0cte<:1 prini:s " 􀀢􀀧􀁲􀀺􀀻􀁾􀁇􀂷􀀺􀀡􀀠one! 􀁲􀁣􀁾􀁌􀁊􀁢􀁲􀁮􀁩􀁴􀀠By: GI!yVnn Bnokn, EIT Copy to: File 
􀁔􀁨􀁯􀁈􀁎􀁔􀁂􀁾􀀱􀁵􀀠15150 Surveyor Blvd. Telephone (972} 361-0064 Engineers Architects PhlOoers Addison Tx.. 75001 facsimile (972) 361-1)065 www.hntb.com HNTB Job • 25768 -Alapaho
Road -Ph...ill VIA Hlmd De6",red Date '.1y6.2005 To: Stew' ChutcllianLetterot Town ofAddisonTransmittal =--NTB P.O. Box 9010 16801 W",tgrowDrlVll AiIdi>on. TX 15001 Shop Drawings! CaIaIog
Cub Suhmiltals We are forward/ncJ to you: Estimates Plans X Prints Reports Shop Drawings Samples Change Order Disk Copy of leHer Book Other # of Copies DrawLng # Last Dated Code Description
2 Submittal8l.l 6/28/05 Ro.dsaver Silicone SL Prim.te/Crafl;o ( Silicone Joint Compound) 2 Submittal 82.1 6128/05 HBR Backer Rod -PrimalelNomaco (Bac","r fur pavement joint) 1 Pageslto
6 5/16105 Prequalified loint Sealers -TxDOT These ... transmitted; For approval As requested Copies for distribution X for your use Resubmit 􀁾forReview&comment Return Copies for review
No exception taken Corrected prints Submit Amend and resubmit Make corrections noted p...,...not", 􀁁􀁩􀁬􀁄􀁾􀀠By: :::;;..,. Battle., Err C_to: File 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28, 2005 Submittal It :LI___...:8:!2;!.!.1___-l
New Submittal: X To: HNTB J Town of Addison Re·$ubmittal : 166G1 Westgrove Addison, Texas 750(l1 9010 Project: Arapaho Road Phase III ANII It 204059M (972) 450·2886 Engineer: HNTB Attn:
GUY Van-Saulen Submittal Specification Reference: Addison Description of Submitted Item: HeR Backer Rod Manufacturer/Sub/Supplier: Primate /Nomaco Related Section I Drawings: Addison
Additional Comments: Backer Rod for the eRe? Paving Joints Engineer's StampContractor's Certification "Having Checked this submission, we certify that it conforms to the requirements
of the Contract in all respects, except as othelWise indicated." Sign: Title: Asst. Project Manager Reviewed by: Andrew Schnee mann Date; June 28, 2005 Copy: 
p.6281_441-3414 PRIMATE CONSTRUCTION INC Jun 28 05 01:53p p.e1._, 􀁟􀁾􀀠77 􀁾􀁾􀀻􀁾􀁾􀀠􀁾􀀢􀀠􀁾􀁕􀀱􀁌􀁬􀁩􀁾􀁒􀀤􀀠PRODUCTS 71369610!'.i2 BACKER ROD 􀁉􀁾􀀺􀁍􀁅􀀻HBR:,1:iLstJ J II 'I"I'I'e;
C -CylindriC(lI. 􀁾􀁅􀁉􀁾􀁩􀁢􀁉􀁴􀁴􀀠"""Iant 􀁾􀁏􀁏􀁉􀁉􀀧􀁾􀁾􀁬􀁬􀁩􀁮􀁡􀁬􀀱􀁬􀁬􀁶or emed <le1' maiel!al per ASTM C 1330, fcf usa with cold appled sealanls NOMACO FORM: ROIIld Foam Rod
TEMPERATURE UMI1S: 045'F to 100"F IlIn'll$1:lep111 ol'!he se;daI,l and f'I""6I1l$ e>cessiYu sealant use. MOurne opUm\lfl1 61_ facttlrlQ proIor\Q $<!llI!nI ililOOrtl watsrorwi:k ....atcrlo
Ihepnlwalls to ....... 􀁉􀁾􀁾􀀺􀀺􀁦􀁤􀁩􀀢􀁦􀁥􀀬If !xlUom·.id" .dneslon of the sealsnt. SIZE SEl.EC'IION (Tobie 1) I'ltj:<1r _ ...Iod.:<> I$ln1jlOlY', "'" rt controls !he dep\h "'!he
""",""Iboad. an'Mlt\xl """"'ittd to til ughlly 100 'he 􀁾andMeJion as a􀁴􀁬􀁏􀁩􀀱􀁤􀁢􀁾􀁬􀁏p!eVllllllxlllcm.sOo <KIJO:Iion cfU16 􀁾􀁮􀁌􀀠JOINTPREPARATlON 􀀨􀁾􀁉􀁳􀀩􀀠Newj(ints rru;t
bo Olea""'" itlOrWghly, removl"g any o;n::mte I "'.-I11m "114'j 6 3/tO1JI' 􀁴􀁥􀁾􀀤􀀠10 "..,IT 11 310' 0/8" lJ:r 314' !>I'" 􀀷􀀯􀀦􀀮􀁾􀀠314" 7/S" I SI8' !'i or"'.. G fn 2;.00 13 1550
16 1100.'16 850 ; 19 SSO 􀁾􀀭.. m 4Qi) 29 !ill2 41 360 􀁾􀀱􀀠140 ,.... 412 J3. 2&9 108 168 110 13 .. C12!3 0$249 lR'·xH;'''xJl" ia"d8b .,31" 􀀱􀀸􀀧􀁾113",'1.;;):1· IS-'U,,):3r ,n22-,H'
12M x22"JC 7&" 􀀱􀀲􀀢􀁘􀀲􀀲􀁾􀁊􀀠14" 􀀱􀀲􀀧􀁸􀀲􀁬􀀡􀀧􀁾􀀠1." 12"x22"Y 14' bm Ieie;r.;(l agents. ClJllng OOfl'llOUnd 􀁾􀀮􀁬􀁡􀁉􀁬􀁡􀁮􀁣􀁥􀀮or any for􀁾mal!irieI$ FI'al!I1/y sawed joints
ihMIlll!!waslle:l >Mtil vStlr im'ooial9l,t iII!clward to roll'lOl<> ""1ioose malarial 􀁾􀁭lIle jOi1t faI::as. Wre i:l!Usf'ing. sa'dblaslirlg. hlgh-pressul'l1l"'. or any tQI1l. binatcn
􀁯􀁦􀁾SI"OVId be uf!ed to rerrove ron\aminw re· .naini'lj OIl !hepiln fQ\Xl T(l Eifl$\jre 1I good sea!anl bond. janllS must be dean end dIy wi'erllhc l'1eW w.alant is installed. In repaimg
ad ..........;;;;..L...;.....,J.....;.:;....L....::.-l...::.:..L.;;..;;;;;;.:..:;;..Ii,.;;;..I...;..1 jail1&. aI cId SIIa\;lnl orfiler I11U$I. be removed. 1M<;811 becbleby PRECAUTIONS􀁣􀁵􀁉􀁉􀀡􀁴􀁾􀁾
􀀧􀀢􀀠iilWi'lJ 0.( Ul!! oij mablIl:!l <lr Il$II1\J OOY Oller p1!!Ctldu,. Dc not punctyre. oyer 􀁣􀁯􀁭􀁰􀁩􀂷􀁥􀁾􀀠Uf stretch HBR":(tUr!flglI'1ljt:fbJl'dtoboe".....o. tion. Do rl<lt uso
With hot applied sealants. Tost. [Or 1;lU\INSTAl.l.A'OON 8. SfALANT Pl..ACEMENT (BuildingS! gassing of cold applied "'Dlant. shall be ,,,,,de In accordanceJustp!!Of to prong IhI> back",
rod. cleen ••jolnls j:e' 􀁕􀁬􀁾ocaIirt with ASTM Tost Mstr.od C 1253. 5ealant 􀁣􀁯􀁭􀁰􀁡􀁾􀀱􀁊􀁩􀁬􀁩􀁴􀁹􀀠should􀁾􀁲􀁥􀁲􀀧􀀤J1lOOIl1!nendalions Ar 􀁾􀁳􀁳􀁡􀁲􀁇uswlorl;/l1S be confirmed
by Ihe sealant 􀁭􀁡􀁾􀁵􀁦􀁡􀁣􀁬􀁕􀁲􀁥􀁲􀀮􀀠Compatlbllity cher􀁊􀁬􀁕􀁾rtl\I61 be 􀁥􀁱􀁵􀁾wllh 􀁉􀁲􀁜􀁜􀁾􀀠fQI' "",millof 011 end ITXllsture. Ins!:!U !he becker rod allhe depll> reoommel1<le<!
by !he $i!/lIa11! acterlsttcs of.[;E'slan!s In contact WillI sea'ant bacKings can be rnat1l.JIacIUlerlMlh ablJnt 􀁉􀀡􀁸􀀺􀁬􀁯􀁲􀁾􀁬􀁥􀁉􀀮􀀠Ref<,< to _I",,,,,viaedetermined by ASTM Test
Method C 1087. Wnll'1llllOOnvrlEl'1da!ionS. _<I" 􀁾􀁾􀀮􀀢􀁙􀀮􀁥􀀢􀀢􀁉􀀾........􀁟􀀢􀀧􀀱􀁉􀁾.. , ....􀁾􀀮􀀬.. 􀁾􀀠"*....,.........'\' ..11..,·. 􀀻􀀮􀀩􀁲􀁖􀁬􀀢􀀢􀁾􀀢􀀢􀀬􀀢􀀱􀁉􀁉􀀠f..:
􀁎􀁬􀁉􀁃􀀡􀁬􀁬􀀧􀀱􀀼􀁜􀁉􀀮􀁾􀁾􀁦􀁴􀁩􀂷􀁉􀁉􀁉􀁉􀀢􀀱􀀱􀁾􀀱􀀱􀀮􀀠􀁎􀁵􀁮􀀢􀀬􀁾􀀮􀀮􀁌􀀡􀀠h'\ 􀀮􀁴􀁴􀁜􀁾􀀢􀀢􀁜􀀠􀁴􀀧􀀯􀁏􀀮􀀬􀀬􀁾􀁜􀁵􀁾􀀾􀀼􀁲􀀠lot 􀁲􀁕􀁬􀁬􀀮􀁾􀀠... 􀁾􀀢􀀢􀁬􀁜􀁉􀀧􀁤􀁬􀁩􀁜􀂷􀁉􀀢􀀢􀁾􀀱􀀴􀀾􀁱�
�aru'.... 􀁾􀁬􀁉􀀡􀀮􀀺􀀮􀀬􀀧􀀮􀀢􀀠t". 􀁾"'41. ".,u:--"4t""I¥(II n,V\II!)U,:\t 􀁈􀁉􀁾􀀠rtMt{Jf ;la..l'lbItUl1.lM .....dlw (lln.1o..A_. 􀁶􀀮􀁾... 􀁟􀁬􀁉􀀱􀁯􀀢􀀧􀀧􀀧􀀧􀀱􀁗􀁉􀁉􀁬􀁾􀁉􀀧􀀧􀁉􀁉􀀮􀀮􀀬􀁱􀀬􀀬�
�􀀱􀀱􀁬􀁬􀁴􀀡􀁾􀀱􀁉􀀩􀁡􀁴􀁬􀀧􀁴􀁬􀁉􀀡􀀧􀀮􀁬􀁖􀁬􀁬􀁬􀁇􀁵􀁬􀁬􀁜􀁖􀀠i'l<J 􀁾􀀱􀀮􀀢􀀱􀁊􀁾􀁾􀀠01 􀀢􀀢􀀬􀀱􀁕􀁉􀁊􀀱􀀱􀀱􀁾􀀨􀀮􀀩􀀼􀀮􀁴􀀠􀁾􀁜􀁬􀁉􀁬􀁵􀁴􀁴􀀠􀁾􀁢􀀱􀀱􀁉􀀧􀀺􀀧􀀧􀀧􀀧􀁉􀀧􀀧􀀠In-IM.I'
\l<wI, C'''i'-I!'+t 􀁾􀀬􀀠....,., nJ IIrtV1!'IM 􀀺􀁃􀁦􀁴􀀱􀁾􀀱􀁑􀁉􀀺􀁜􀁴􀀱􀀬􀁐􀀱􀁉􀁨􀀡􀁉􀀠""'<f'\U1Ii 'iJ.Nn;llrm 􀁾w p-Ql!W'I\ <11'11" 􀁪􀁯􀁉􀁾􀀡􀁩􀁎􀀡􀀮􀀱􀀢􀀠,v 􀀢􀁜􀀡􀀧􀀼􀁐􀀢􀁉􀀮􀀺􀁷􀀻􀁜􀁯􀀻􀀧􀀱􀀼
􀀺􀁕􀀢􀀧􀀦􀁾􀀧􀀠\"'..."' .. ,.,,, ..../1 W rw6uw ....􀀮􀁲􀁴􀀩􀀮􀁾􀀱􀀱􀀠􀁾􀁾.w') tt ptM\.... ",Ulcui 􀀢􀀧􀁾􀀢􀁉􀁨􀀠􀁾1IUft'" .tdIUIO" no."""t 􀀱􀁉􀁉􀁉􀁉􀁷􀁰􀁙􀁉􀁾􀁩􀀩􀁲􀁕􀁹􀀠IWJlI;tl1ftttf,'
iyW. Q" 􀁾􀀮􀁬􀁴􀁉􀁷􀀬􀁴􀁦􀁬􀁥􀁨􀁾􀁦􀀧􀁕􀀠",0\1 ",.GlI,!;" 􀁟􀀬􀁾􀀧􀁬􀁾􀁢􀀠􀀱􀁉􀁉􀀧􀁨􀁥􀀡􀁾􀁴􀀧􀀠,1.1(0.) 411.i11i CT 􀀱􀁾􀁲􀀻􀁾􀁄􀀮􀀱􀁉􀀾􀀱􀁊􀁉􀁭􀀠NoIJ 􀁬􀁬􀁴􀁨􀀬􀁾􀂷􀁴􀀩􀀢􀁾􀁴􀀮􀀠
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28. 2005 Submittal # "L-___:::82::..1.:...-__.......J
To: HN1'SfTcwncfAddlson New Submittal: Re-Submittal : X Attn: 16-801 Westgrove Addison, Texas 75001·9010 {972) 􀀴􀀵􀀰􀁾􀀲􀀸􀀸􀀶􀀠Guy 􀁖􀁡􀁮􀁾􀁥􀁡􀁵􀁬􀁥􀁮􀀠Project Arapaho Road Phase
III AlW# 204059 Engineer: HNTB Submittal Specification Reference: Addison Description of Submitted Item: HBR Backer Rod ManufacturerlSublSupplier: Primate! Ncmaco Related Section I Drawings:
Addis•.:;o"'n____'-____--' Additional Comments: Backer Rod for the CRCP Paving Jrnnts Contractor's Certification Engineer. Stamp "Having Checked this submIssion, we certify thet it conforms
to the: requirements of the Contract in all respects, except as otherwise indicated " Sign: Print 􀁎􀁡􀁭􀁥􀁾􀀠TiUe: Asst. 􀁰􀁾􀁯􀁊􀁥􀁣􀁴􀀠Manager Reviewed by: Andrew Sclmeemann Date:
June 23, 2005 Copy: 
NOMACO 1".62Bl-441-3414 􀁾􀁕􀀧􀁾􀁕􀁾􀁒􀀤􀀠PRODUCT'S PRIMATE CONSTRUCTION INC 􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭.. -----.bede1lf\ end dIy when 1htl!'l!!W seal<.mt is insIaIild, In repa\Iing
QIIj 􀁾􀀱􀁉􀀢􀁨􀀠1\ au !..PI P:q-'1I1 "'-􀀬􀁾􀀢􀀬􀀬􀁾􀀠􀀱􀁬􀀢􀀢􀀢􀀨􀁾􀀱􀀠',(.\.\""1,,,.,,'/1<:1<,\1. 'r .• 􀁾􀀠j 1-' 1 M " SIZE SElEC'IlON (Tobie 1) I'l!:I»' W 􀁾􀁾􀀧􀁬􀀤􀁬􀁮􀀧􀀴􀁘􀁒􀁬􀀾􀁯􀁬􀁜􀀬􀀠...
􀁾􀀠<XlI'\I1OI9 \I\e deplh "'1h¢ .......,tboad, Rn'l\l$t\xl 􀁾10 fiI tightly inkl'l1ejoi1tandtn:· lion as a bof!db;'!!JI\e[ to prevent bolklrn-oi:le a(I"""n orU'!!! stal<Jnl JOINTPREPARATION
(Pavemonls) New,iOill1S mJSt t<I OI<ianed ltIort>Ugh!y, ",movi!Ig MV c:<lt'1aII(9 mn 􀁾􀀡􀁥􀁉􀁬􀁓􀁃agents, CUtIog 􀁾􀁤rt'Sidve. lall1l\C1j, or rmr!crego man. FI'!!S1Iy sawed iJinls v.c.,1d
be washed Villi1 Wiliarinn'!OO_ alICrward to fIl<1'lOV<> et>J icooe mahlrial from the)oi1t faces, Wre bnl!I'ing, sardblasting, hlgr..prllSSlJre water, 01' any com· Ilin!Ito'l 􀁯􀁴􀁾sl1Oll0l
be used to remJ\tl! COIlIaminarlSl9' 1&.-22 .. "ff!.... ly 'j, <:' >"}' '/)'1' ",1 IloIoIV 􀁉􀁉􀀼􀁉􀁖􀁜􀀡􀁉􀁾􀀠􀁏􀁵􀁬􀁧􀁬􀁗􀁬􀁧􀁾􀁾􀀺􀀠􀁾...'""""'Y r"l 􀁾􀁉􀁟􀀨􀁉􀀼􀁐􀁡􀁬􀀠31l1r rr or
!,)tle6$ "'..",,-6 3/!' 10 !tiS" I"· 13 􀁾􀀯􀀴􀂷􀀠􀁾􀀸􀀢􀀠􀀱􀀱􀀱􀀱􀀶􀁾􀀠.-, iZS 3M" 19 '1-'"116" i_22Z 51 1'1/8-1 􀁾􀀮􀁾􀁾􀀠151.'1 41 2" 61 􀀲􀀱􀀱􀁾􀂷􀀠􀁾􀀴􀀠..... 􀁾􀀱􀀠C tal ,lit.
0 $l4ll 􀀾􀀲􀀰􀀮􀁾􀀠0e:/49 3600 2£00 UJ91 1650 1100 .12 illiG 6SO 25Q dQQ 552 lza 360 740 ,.. 1\0 76Z 􀀳􀀳􀁾􀀠'oa 168 I' .,"" . tl"x11l'x31" 1a")I,18"1'31-IS-x1S"1.:n'" lfrK13"'X31"
12"):22'"" 14· l\12lni"l,l 00 !he,Pif111OOi) To 􀁥􀁮􀁾􀁵􀁲􀁥aIJOOd sealantbood. J!;lnls must L..;.. ..... :;.:;..I-:...J.....::.::...J.....::.::...J...:;;...A.;=;;.;:.:;..A..:;;.J.,;;.,1
manufl;:ll,erwllh ablrt,t I::dorm\\eI, ReIer 10 _lmanufQo, 􀁤􀁥􀁬􀁥􀁬􀁭􀁬􀁮􀁾􀀠by ASTM Test Method C 1087. mrs reco!I1Ile1d8lio!1s, ........,...... ht? d,.. , 1>.... 1'ofo.... ",1Id'"
'" .......... 􀁾"""""""I'M"\>1 ;,'1"',,, ....... "'1\1 tlIIlI4I1;;1Y.'I"III1!Il.'iII\' III 􀁮􀀮􀁾􀀠fY\\INGU. 􀁎􀁑􀁮􀀺􀁙􀀧􀁾􀀠iVI 􀀡􀁩􀁴􀀾􀀮􀀮􀀢􀀧􀁾􀁾􀀠t\'O 􀁴􀀴􀀧􀁐􀀾􀁾􀁕􀀢􀀧􀀧􀀧􀀧􀀧􀀧􀀠'Pi'
􀀬􀁾.."'" 􀀯􀁜􀁉􀀨􀀢􀀮􀁾􀀠􀁖􀀨􀁉􀁾-.wt1WI...􀁾􀀱􀀠1)11"",, ....􀀢􀀮􀀬􀀮􀀬􀁬􀀱􀁦􀁾􀁴􀀠, .. 􀁉􀁾􀀢􀀠􀁾1ICfQh ..III 􀁍􀁾􀁕􀀧􀁬􀁬􀁦􀁬n.. 􀁕􀀢􀀡􀁃􀁉􀁕􀁾􀁴􀀮􀁬􀀡􀁲􀁴􀁜􀁤􀀧􀀠IIl'mO /JI 􀁦􀁬􀁾􀀧􀁍􀀢􀀢􀀧􀁬􀁤�
�􀁷,.,.,.....;4.. Uu.... _ 􀁾􀁾􀁬􀁦􀁯􀁪􀀠Wl'llalif' 11.-01'>111111, \0 (t$hlll"nl\:l(1I \ ••􀁴􀁾􀀮􀀮􀁷􀀠􀁍􀁬􀁉􀁉􀀢􀁍􀀨􀁾􀀠eI eN\1UI.:I1 Il'JI/t<.l« Voe<klr.! rn'I"bt!u.I;,:.,I()r 11'\41"
ho. 􀀢􀀬􀀬􀀢􀁾􀁬􀀠􀁾􀀮􀀠YI!•."ntll ...."'iu..n 􀀡􀀧􀀡􀀱􀀺􀁉􀁉􀀧􀁉􀁯􀀱􀀧􀀨􀀩􀁬􀁜􀀱􀁜􀁬􀁉􀁉􀁴􀁤􀁬􀀮􀁾􀀠􀁾􀁵􀁭'40,l(l'!iIIM JII'I,Il 􀁾􀁉􀁬􀁉􀀺􀁴􀀮􀁯􀁉􀀡􀁵􀁾􀁬􀁬􀀠f>f tl\4 􀀢􀀧􀁾􀁉􀀧􀁾􀀧􀀾􀁬􀀡...'
.'fJr:t,;{,'J(;h,..... 􀁾􀀧􀁾..-..M..... 􀁾􀁉􀀠"frlo..r 􀀢􀀧􀁜􀁯􀁑􀁵􀁬􀁬􀁬􀁾􀀠..11 􀁾􀁴􀁾􀁍...􀁬􀀡􀁾􀀠.... jlllQut»OlTt<lh 􀀱􀁉􀁍􀁾􀀧􀁴,,"WUtrll*N\I!I\t 􀁡􀁬􀁬􀁗􀁾􀁾􀀱􀁩􀀩􀀡􀁉􀀻􀁉􀁹􀀠il:11IJ1Ia\:JGU,
If" IfNI \\" 􀁾􀁡􀁉􀁗􀀧􀀢􀁕􀁮􀀺􀁾􀁨􀁾􀁉􀁲􀁩􀁉􀀢􀀧􀀧􀀧􀀧􀀠IItv 􀁯􀁉􀁬􀁬􀀧􀀱􀀬􀁜􀁉􀁉􀁬􀁬􀁬􀀱􀁬􀁹􀀮􀁪􀁴􀀦􀀧􀁾...",.j). well 􀁎􀁉􀁬􀁾􀁾􀀠􀁉􀁬􀁨􀁥􀁉􀁾􀁥􀀧􀀠,jU'¢.IY"4 <;I 􀀢􀀧􀁾􀁾􀀢􀁉􀁉􀁉􀀧􀀮􀀱􀁬􀁩􀁴􀁬􀀠�
�􀁉􀁾􀀠nft\t· i!'\IUJ\:.It. Jun J! 'I'fPt!; C-Cylndrical. flexible saalont bao!<Jngs 􀁴􀁬􀁏􀀡􀁔􀁉􀁾pred<.,llinantly Of Cki6ed cell malena! per AS'TM C 1330. for usa with cold IIPpied
sealants FOAM: RO\J"ld Foam Rod 􀁔􀁅􀁍􀁐􀁥􀁒􀁁􀁔􀁕􀁾UMrTS: -45'F to 100'F pnlS, at QIIj 􀀱􀁬􀀡􀁉􀁡􀁫􀀧􀁬􀀡􀁾􀀠or ffier I11V$t be removed, Thiscan be 00ne by cul!lo1jJ1l' bt,..r.g ",UlE!
otl ",aten:ll or 'lSlrQ 􀁾oIhcr plllO!duto 􀁾., be eff"",,"c, INSTALLA'TlON & SEALANT PLACI!l'IIENT (BuddlngS) JuEtpnono plating the< backer rod, "loan 01 ioInts per ti,."nmufaclurer'$
f'e<X>!TIIMndiI'_. ""' 􀁾􀁬􀀬􀁬􀁓􀀨􀀩􀁤􀀡􀁯􀁦􀀡􀀯􀁬􀀱􀁳􀀠 􀁰􀁵􀁾fl1\I9t be equipped wIIh I!epI for nm'IJval of oIIlBl !TI:lSluIll. Inslat the backlll'fW al \he 􀁤􀁥􀁾reoommelluw by ih&
sealan! ! PRECAUTIONS Do nOl punctlJre. O\l0r COF\lPl'eSS c.;r s\mlch HOR:""dunog 􀁬􀁮􀁴􀀻􀁾􀁲􀂷􀀠lion, 00 I'I<lt usa with hOI applied seatanls T••lt for \:)ut· gassing 01 cold applied
'Mlant. st>alt be "","e In ,",oordance wIlIlA$TM Test Ma!t;od C 1253, Sealant 􀁃􀁑􀁭􀁰􀁡􀁴􀁩􀁾􀁍􀁹.hould be ""nfirmed by the sealant manufacturer. CompaUbllily char· acteristlcs of􀀬􀁾􀀢􀀮􀀡􀁡􀁮􀀡􀀮�
�In contact wtlh soar.nt bacillngs cal' be 
ARCHER WESTERN CONTRACTORS, L TO. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28. 2005 Submittal # :1...1___-=.81.:.;.c.;.1___-'
New Submittal: X To: HNTB I Town of Addison Re.$ubmitta! : 16601 Westgrove Addis-on, Texas 75001·9010 Project: Arapaho Road Phase III AIW# 204Q59 1972) 45<J.288. Engineer: HNTB Attn:
Guy Van:-aaulen Submittal Specification Reference: Addison Description of Submitted Item: Roadsaver Silicone st Manufacturer/Sub/Supplier: Primate I Crafco Related Section I Drawings:
Addison Additional Comments: Silicon Joint Compound for Concrete Paving. Roads-aver Silicone SL is on the TxDot Approved material Lfst for Concrete Paving Contractor's Certification
"Having Checked this submission, we certify that it conforms to the requirements of the Contract in aU respects, except as otherwise indicated." TltIa: AssL ProJect Manager Reviewed
by: Andrew Schneemann Date: June 28, 2005 Engineer's Stamp Copy: 
p.2 Jun 28 05 01:51p PRIMATE CONSTRUCTION INC 281-441-3414 PRODUCT DATA SHEETCRAFCO:NC ROADSAVER SILICONE SL AN EIIGON lSI COMPANY PART NO. 34903 420 N. Roosevelt Avo.• Chandler AZ 85226
JANUARY 2004 1-1100-528-8242' (602) 216.0400 • FAX (480) 96,·0513 W'WW.crafco.com READ BEFORE USING THIS PRODUCT .. GENERAL Crnfco RoudSaver Silicone SL is a tow modulus Silicone whicb
offers the penomrn.nce and 􀁤􀁕􀁬􀁾􀁢􀁩􀁬􀁩􀁴􀀻􀁴􀀠characteristic!; of conventional silicone with the ease or insmllation of 􀁳􀁥􀀱􀁦􀁾􀁭􀁥􀁴􀁩􀁮􀁧􀀠materials. Crafoo Roadsaver Silicone
SL is supplied as a ready to use one component moisture curing system which provides R lasting and flexible seal. Crafuo Roadsaver Silicone SL offers outstnnding weathering r'eSistance,
mnalru Ilcxib1e down to ternpetllttl.l'es as [ow as -500F (--46"'0, is 􀁪􀁥􀁴􀁾􀁢􀀡􀁡􀁳􀁴􀀠resislanl and will maintain field serviceability when I3Xposed to iutermittent We! and oil
spills. 11 bonds strongly (0 ooncrete joln1.'i without the we of i\ primer. Cmfco Roadsava-Silicone SL can be use.d in all lypical ooncrete joint applications on highway and airfield
pavements in all climates. RoadSavcr Silicone sealant is compatIule with asphaU pavement. RoadSaver Silicone SL is eIlSily appJioo to t:uncrete joims using bulk dispensing system units
such as those available fiom manufacrurers includlllg PylcslGrnoo and Jolmstone. The leveling characteristics insure thal tbe required ioint wetting for development of appropriate adhesion
occurs during application. no looling is required. USAGE GUIDELINES RoadSaver Silicone SL pavement temper.l1Ure High TemperntureGrilde ("C) perrormnnee limils are 82-46 tor joint sealing,
USllge reeommend.:uions are shown in Crnfco pavement temperature gmde charts shown at the right. Refer ,to Crofco Product SelectiQn Proeedtttes to dcrenmnc .seaIantor fillet' and pavement
􀁴􀁥􀁊􀁮􀁐􀁾􀁊􀁴􀁴􀁵􀁥􀀠􀁾􀀠_l1li.',;,'"r"",,.. • P.,.kmlll'ltf: l}mil,l o 􀁎􀁯􀁴􀁒􀁥􀁴􀀺􀁑􀁭􀁭􀁾􀀠SPECIFICATION CONFORMANCe a.Ji:o _ Sill_ SL conIbm>s !O sp<ciJioaIions fur low lOOdul",
lOOdul", siJj""", fur many bigilW8Y dqlSrtltrJlls II.lXl foknll 􀁾􀁥􀁳􀀮􀀠The product 􀁾􀁉􀁳􀁯􀀠IIwdS and exceeds nil rcquiremeru:s of ASTM D5893, "Standard Specification fur Cold-Appliro
Sillgie Component, O1emically Curing Silicone Sealant fur Portland Cement Con!:tele Paveme!l1S" for type SLsealanlS. In tlle following specifications severn! ofdle Oj893 parameters are
more restrictive to better reflect properties ofRoadSaver Silicone SL ASTM D5893 Physical Requirements ASTM DS893 SL Reauin!ments RoadSaver 5mcane SL Requirements Cure Eva!uation Pass
at 21 days Pass at 21 day nUDC Rheological Propertics (ASTM C639} Type I, smooth level surface Type 1, smooth level surface Extrusion ·Rato (ASTM C 1183) Type S, 50 mV mitt minimum Type
S. 200 mllmin, minimum Tack Free Time (ASTM C 679) 5 Itt. max. 3 hr. rome. M= ofHe" Aging (ASTM C79Z) 10% max. Loss 10% max. Loss Bond, 􀀭􀀲􀁾􀁃􀀠(-20"F), 100% Extcnsion Non·lmmersed
Pass 5 Cycles PassSCyclcs Water Immersed PIISS 5 Cycle; Pas, 5 Cycles Oven-Aged Pas, 5 Cycles Pas, 5 Cycles Hardne,,(A5TM C 661) ·29'C (-20'C), TypeA2 25 max. JOmax. 2l'C(73'F). l-ype
00 30 min. 40-S0min. Flow No flow No flow Rubber Propertie,!O in Tension Ultimate Elongation 600% min. 800% min, Stress at t 50% Elongation 310 K pa (45 psi) max. 20'7 K po (30 psi)
max. Effects ofAccelerated Weathering Pass SOO hours PiISS at 5000 􀁨􀁑􀁭􀁾􀀠Resilience 75% min. 7S%min. Addttfoll:JlI propErties or RoaUSaver Silic:one.SL Sealant are! Specific Gravity
(ASTM D792·A)(1) 1.10·1.40 Adhesion to Concrete (MIL 8802) (2) 20 pli (3.5 kglcm) in"'. Bond and Movement Cap.bilily +/·50% (ASTM C119)(2) Pass 10 cycles Bond !O MOtt.r(AASHTO TI32)(2)
50 psi (344 Wcm') min. Ten,ile Ado",ion. %(ASTM D5329) (3) 600% min. Note5: (1) Specimens shall be obtained from 118 inch (3nun) thickness sheets ofmaterial which has been cured for?
days at 77+/· 3cF (25+/2"C) and 50 +/-5% relative hUll1idity. (2) Specimens cured for28 days at 11 +/. 3"P (25+/.2"C) and 50+1-5% humidity prior to testing, (3} Spe¢imens shall be In''
x 112" x 2" (1.2cm" L2cm x 5.0cm)j cured 7 days at 77 +/-3°P (25+1.2cq and 50% 􀀫􀀯􀁾􀀠S% relative humidity. 
p.3 261 441-3414PRIMATE CONSTRUCTION INCJun 28 05 01:52p 􀀧􀀭􀁾􀀧􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭APPUCATION The unil weigl" is 10.7 ]JO\ll1ds pc, gallon (1.28 kWL), One gallon will seal
150 reet (4S.7m) of 112 inch (1.2"",) wid. by 114 ineh (O.6<:m) deep joinL Exact yield win vary depeoding on thicimess ofsealant, waste. application techniques, ete. Prior to use, the
user must read and follow Application lnstructioflS for RoadSaver Silicone: Sealants (January 2002) to verify proper product sclections. applicator pumps, pavement preparation procedures,
application geometry, usage precautions and safety procedures, These instructions are provided with each drum ofsealant. ____. ____:-___ PACKAG!NG Roadsavet' Silicone St. SealanL is
paek.oged in plastic lined open head S5 gallon (208 L) drum,. which ecnrain so gallons (189 L) of matuiru. Additions.lly, for. 􀀵􀁾􀀱applicalklns the sealant isa\'8iIable in plastic
5.gallon (191.) pails and quart 􀀨􀀮􀁾􀀵􀀠L} 􀁴􀁡􀁵􀁾􀁫􀀬􀀬􀀻􀀮􀀬􀀬􀀦􀀬􀀬􀀧􀀢􀀢􀁴􀀮􀀮􀀽􀀮___ WARRANTY CRAFCO, Jnc, wammts that CRAFCO seaIanls meet applicable ASlM. AAS}{fO. Pedenl!
01" State !'lpeciflC.tlions at lime ofshipmcnt Techniques used fot the preparation of the cracks and jointS prior to sealing ate beyond OUt control as are the tis/! a.'1d application
of Ihe sealants; therefore, Crafco shall not be responsible for imptoperly applied or miStmd seaiants. Remedies: ngainn Crafco, 1ne" as Ilgroed co by Cmfco, are limited to replacfng
noru.-onfllmling ptodlict or refund (fuU or partinl) or purebase priee from Crafco. lm:. Al! elai.nts fol' breach of this wam.my must be made within lhree 0) mQntM ofthedatc: of us!'!
􀁩􀁬􀁴􀁴􀁾􀁶􀁣􀀠(12) months from 􀁩􀁬􀁩􀁾􀀠dale of deilvelY by Cralco. fnc:, whichever is: C;lrlier. There 9hal! be no oth.er wlImlnlie; I:lI.pn:lillM or implied. itOI' Ilptlmum performance,
foUow Cnfco recommelldAtions: Cor sealant installation. 
Jun 29 05 01:521" PRIMATE CONSTRUCTION INC 291-441-3414 1".4 420 N. R""""velt AVe.• Chandler AZ 85226 􀀱􀁾􀁑􀁑􀀭􀀵􀀲􀀸􀀮􀀸􀀲􀀴􀀲􀂷􀀠(602) 􀀲􀀷􀀶􀁾􀀴􀀰􀀶􀀮􀀠FAX (4BO) 961-llS13 www.crafco.com
APPLICATION INSTRUCTIONS ROADSAVER SILICONE SEALANTS JANUARY 2004 READ BEfORE USING THIS PROOUCT GENERAl: Qafco 􀁒􀁯􀁡􀁴􀁩􀁾􀁡...er Silicone sealants are uniquely formulaied low modulus
sealants produced for use in scaling johlts in portland cement eoncrc:tc pa.vemonts. The :i:l:alant are supplied as single oomponent moisture curing materials which proVlde lasting weather
resistant flexible seals. The sealants are supplied in both non-sag and self-leveling (SL) application collSlstencies. SEALANT PRBPARAnON: Crafto RoadSaver Silicone sealants are supplied
in a ready [0 use fotTn, with no mixing Of any other preparation required to prepare the sealant for use. JOINT DESIGN AND pRePARATION FOR SIlAUNOo AIW appropriate curing of the concrete
(a minimum of 7 days is 􀁔􀁥􀁃􀁯􀁭􀁭􀁾􀁥􀁤􀀩􀀠joint reservoirs for !he sealant can can be cut into the concrete using appropriate concrete sawing prooodurcs and equipment In "fist trnck"
01' bigh early strength wncrete mixes, it may be possible to saw lInd seal the joints sooner than the recommended 7 day minimum fur standard concrete mixes. Contact Crafro or your representative
for further details. Reserwirde'pth forvariousjoint widlhsis shown in Table 1. !otntwtdth should be sclecled to timil movenK:Ill4ue to expansion 2lId conuaaio:!i to 110 more titan 25%
of the joint width. After sawing. immediately 􀁦􀁩􀁵􀁳􀁬􀀱􀀡􀁨􀁥􀁪􀁯􀁩􀁬􀁬􀁾􀁷􀁩􀁴􀁨􀁟􀀱􀁯􀀠remove aruajorify ofthe saw siuny. AIW the joints have dried.justpnor 10 applying 􀁾􀁡􀁮􀁴rhe
tl!.mait)ing 􀁾􀀠mllS! be removed by sandbillsting.Bolh joint _ mllS! be ad"lUBJdy sandble.stlXi to remove n:rnaining tmcc:sofsawingresidue. For cffi:etive SlIIlrlblasting, ,be ItITale should be posiliott<d within 2 inclles (Scmpf !he
sunace being cI<>ll<Il. All'" sandblasting the joint should be thoroughly c1cnned using clean 􀁾air "vi1h a minimum pressure ofOO psi. MoiSlUt<and o[ (wps are ""luiml on !he COfl1JJ"S'Or
unit. Tho oI?ject of !he above cleaning opon!Iions is 10 provide vertkal. "1tId, and clean bot>:fing swfa<:es which are lite from all_i""", and "'" dty. Joints _ be carefully inspectl:>,lllJ
assure fl1aI. an 'flIllOPriaie levcl of ele."I..,., IIJlS b= achiev<d This can be accomplished by rubbiJ1g your Dnger along each joint""" If any cvident:eofdust and COntltninanlS occur,
additional_blasting should be rx:rJbnned un.1 all dusl and rol1llIminanls are removm. Altetnat< cleaning m<:thod! that aeeomplisb the same level of cleaning as sandblasting may be Cl!l13idered.
Comoo, Ctafoo fOr approval of _ cle:tnin!lmethods. Non-Wll,er"""",,"w _rod oftile"", specified in Table 1 shall be placed in the joint 10 the depth listed in Table!" Do fl;)tp1.ll'¥!1\U'e
backermd during ildation 􀁾􀁵􀁳􀁥􀁤􀁡􀁊􀁮􀁡􀁧􀁥􀀠can create bubbling in sealant SEALANT APPLICATION: R<JadSaverS1lkone.se:a11l11Usappli«1 to pavement jOJIllS using air powered bulk dispensing
sysl:c:tn$ or standmd caulking gu:ns. The applicator unit mUSt be free ofaU rao;idue left from other brands or types ofmaterial; to eliminllte cont.amlnation and assure proper sealallt
perfonnance. During application! the sealallt isdispoosed dinxtJ.y from its conUlil1er through the applicator hose, _dand nozzle and inlll (be prepam<ijoint. The joint should be filled
from !be bottom up, KoadSaver Silicone 8L sealants are 􀁳􀁣􀁬􀁦􀁾􀀠Ievelingand do """"loire tooling. RoodSaverSilicone NS sealants are not self-3eveling. and must 00 IOOIed '" !he proper
goometry. Tooling must be accomplisllfd before (be sealant fOrms a su:rt3ce skin of cured material (preferably wilhln 5 _ aft", 􀁡􀁰􀁰􀁬􀁩􀁣􀁮􀁴􀁩􀁯􀁮􀁾􀀠Tooling l1ltl)' be 'COOlnplisiled
<ISing a mely oftools including sections of backer roc!. or other approprimcly shaped objl'.C1S. Tooling should he perlbrmod so .,," the sealant 􀁾􀀠_ against the joint sidewalls and
_ rod and., !hat the seal9Jlt forms a nxCSK:d coocave S\1.t'face. Minimum n:ccss d:pths an; tisb:::d in Table I. If insufficiett! <= 􀁾􀀠achievm. !he _ swface may be exposed to vehicle
tire tOrltaCt and abrasion wlBch can caltSe 􀁾of _ For opIiroum pc:r:lOrmance, the width of !he so:a!llllt bead should be approximatI:ly two times !he deplh. Sealantbead should be a
minimum tf4 imh C.6cm) thick but no Iill!a.leJ'than U2 inc:h n,2cm) olhicl<. APPLICATION TEMPERATURES AND WEATIlBR CONDITIONS; During application, pavement and ambient lemperature should
be a minimum of 4O"F (4'"C) and the joints: must be completely clean and dry for adhesion to ftdly develop, Seating should not occur at temperatures below the de\'! !JOint due to au
increased chance ofhaving moist or damp joints. SEALANT r:tJRlNG: After application, RoadSaver Silicone sealant will begin to cure and funn a surface Skilll generally within 30 minutes,
TraffiC should be kept off Itt\! sealed areas until the sealant is "tack free" as indicaled by touching, RoadSavcr Silicone witJ (;ure thruugOOu( within 14 days trfter ,application (0
furm a strongly bonded long lasting scal. Note; Air voids may develop \\lith 􀁳􀁥􀁬􀁦􀁾􀁴􀁥􀁶􀁥􀁬􀁩􀁮􀁧􀀠sealant ifthe moisture content of !he ptt_ and ombieot !fm{le!ll!llIe are high.
This pbeoomenoo per.illy """"" whou the so:a!ant "'" been ,,!>plim '" joints in green _ during bot and humid condiliom. Wann ambiem temperatures accel.ern!e pavement l1y<lmtion and U'le
release of _ vapors. Th= moisture """'" will migr.t(e dwusll paniaJly cured _ <:reating air pockets. When !he sealanl has _ a full cure no bubbles will devdop. A tt:st sedion should
􀁢􀁾􀀠pcrfbrrncd 10 dcIermino 􀁩􀁦􀁲􀁯􀁮􀁤􀁩􀁬􀁩􀁏􀁴􀁾􀀠are OOequa(e '" air voids do oot develop. Using a l1Qll-S/:'Ig silicone: sealant wiU greaUy reduce the risk of air pocket formation.
Cootact Cmf'co for furtherinforrnat.ioo. RESEALING 101NT DESIGN AND PREPARATION FOR SEALING: Old sealant sbould be removed by any appropriate method. AftI!r removal ofold sealant, the
joint is to be saw CUt to an appropriate:: width to provide clean vertical bonding surface;s: which are free from contaminaliun byQJd 􀁳􀁾􀁡􀀱􀀴􀁮􀁴􀀬􀀠As 11 general rule, the joint
should be sawn (0 a width whicb is between 1/8 inch and 1/4 ineb (3·6rnm) wider than the originai joint. The recess, sealant bead thickness. backer size, and sawed joint depth shaH meet
requirements shown in Table 1 for the joint width used. TIle sandblasting, cleaning and acoling operarions above shan then be followed, WAN up: Uncured sealant can be removed from equipment
and tools with solvents such as naphtha Of mineral spirits. All 
Jun 28 05 01:521" PRIMATE CONSTRUCTION INC 281-441-3414 1",5 hoses and lines in the :application equipment should be flushed irllllWdilJtely after use, Extrn ROJ;dSaver Silicone in drums
SAFETY PRECAUTIONS: Prior to use, please read Ille should be covered with the plastic liner to prevent exposure to RoadSaver Siiicone sealant Material Safety Data SJleet for air and
the drums should be closed before storing '!llltH the next cstilillishing appropriate practices during use and application. use. ADDITIONAL 􀀡􀁎􀁆􀁑􀁒􀁾􀁁TION: Additional information
􀁾􀁾􀀮􀁌􀀡􀁆􀂣􀀻􀀠Store Crafco RowSaver Silicone Sealant out regarding these products is available by contacting your of direct sunlight, in a coot, dry Iocaliotl. Sealant should IXlt
disuiburor or Crafco. fne. This information includes 1) Product exceed 9WF (32"C). or be exposed 10 excessive humidity. Data Sheets, 2) Material Safety Data Sheets, 3) Safety Manual,
Storage life is approximately six. months from date o(shipment. 4) Sealant Selection Guide, Joint Dmgn RecommeUll'atWns for Craft" RoadSavel Silicone Sealants' 􀁾􀀠'Joinl Width .1 t.
Minimum Sealant Recess 1 114"114'> Backer Rod Din.nteter 3/8" 1 Sealant Bead Thickness . I.1/4" Minimum Joint !I 118"SawlReservoir Dept11 ib Joints: in FCC Pavements 3/8;-t 1/2" 5/S"
J 3/4" 718" ·1/4"5i16" 5116" 3/8" "3ig'" 112" 5/8" 3/4" 718" I" 1/4" i14" 5116" 􀀳􀁦􀀸􀀧􀁾􀀠7116" 1 114" I liZ" . 1314" I 17/8"J 2" I" J I I/S"J 1 1/4"J 1 3/8" 1 J/2" 318" 1 112" 112"
1/2" tl2" t 1/4" , 1 l12'J I 112" I 1 3/4" 2" 1!2" 112" 112'1 , 112" , 112u 2 318" 2 2 718,,13 1/8" I 3 3/8" . Minif!1lmlBackfrRodD<!>1h 1 112" 􀁾􀀱􀁔􀀲􀀢􀀠5/8" 11116" 1 314" , 13/16"
7/8); I" J" I" I !" Estimated U..􀁾􀁥􀁎􀁯􀁮􀀭􀁓􀁾􀁟L 245 149 112 70 1 51 1 35 26 23 18 16 1 !5 Estimated Usage I 273 In : 130 82 I 58 J 41 31 21 22 20 I 19Self-Ieve!ing(IVgal) , I 1
Backer rod iliarneler should no' be vaned from specified dimenSIons. Iflarger SIZes are used, mcreased saw deplh lSneeded. 2 SeaI""t bead thickness can vary by ±25% ofdesign value. 3
Neverinstall Roadsaver Silicone to a depth greate, tl.." the joint width (l to I). "Please contact Crafco for additional joint size design recormT1endations. 􀁾􀁁􀁌JOINT pESlGNS' RoadSaler
NotToscale InltlalCut Not To Scale 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28. 2005 Submittal # :t.1___...::.81.:.:.;..1___....l
To: Attn: HNTBJ Town of Addison 16801 Westgrove Addison, Texas 75001·9010 (912) ,",0·2.8. Guy VaJ'l;Bau!en Project Arapaho Road Phas" III New SubmittaL: X Re·Submittal : AIW# 204059
Engineer. HNTB Submittal Specification Reference: Description of Submitted Item: Roadsaver Silicore SL ManufacturerlSub/Suppller: Primate I Crafco Related Section I Drawings: Addison
Additional Comments: Silicon Joint Compound for Concrete Paving. Roadsaver Silicone SL is on the TxDot Approved material List for Concrete Paving Contractor's Certification 􀁾􀁈􀁡􀁶􀁩􀁮􀁧􀀠Checked
this submission, we certify that it conforms to the requirements of the Contract in all respects. except as otherwise indicated," Title: Assl Project Manager Reviewed by: Andrew Schneemann
Date: June 26, 2005 Engineer's Stamp Copy: 
p.2 'Jun 28 05 01:51p PRIMATE CONSTRUCTION INC 281-441-3414 PRODUCT DATA SHEET􀁃􀁒􀁁􀁆􀁃􀁄􀁾􀁎􀁃􀀠ROADSAVER SILICONE SL AN ERCION!lCOMPAN'( PART NO. 34903 420 N. Roosevelt Ave ... Chandler
A2. 85226 JANUARY 1004 1-800-528-8242' (602) 276-<>406 • FAX (480) 961-0513 WVNI.c:rafua,com READ BEFORE USING THIS PRODUCT GENERAL CmCco RoodSaver Silicone SL is a low modulus silicone
which offerS lhe petfom1allC:e and durability characteristics of􀁾􀁮􀁴􀁩􀁯􀁮􀁡􀁬􀀠silicone with lhe ease ofiustallation of􀁳􀁥􀁬􀁦􀁾􀁬􀁥􀁶􀁥􀁴􀁬􀁮􀁧􀀠materittls. Crafco Roaihaver Silicone
SL is supplied as a read)! !o use one component moisture curing 5)'Stem which provides: it lasting and flexible seal. Crafuo Roadsavet Silicone SL offers ouismnding wCIltrn:ring resistance,
rtmalns IlC)Oble down to temperatures as low as -Soop (46°C), is 􀁪􀁣􀁴􀁾􀁢􀁬􀁡􀁳􀁴􀀠resistant and will maintain field serviceability when exposed 10 intt:nnittem fuel and 01'1 spills,
It bonds strongly to concrete joints willlOUl the use of It printer. Crafuo ROlId$aver Silicone SL can be used in all typical concrete joint applications on highway and airfield pavements
in: aU climates. RoadSavcr Silicone sealant is compatible with asphah pavement RoadSaver Silicone SL is easily applio;U to (,;oncrete joints using bnlk dispensirlg system urnts such
as those available from manufacturers including PyIc&'Gr.lO) and Johnstone. The leveling characteristics insure Utal the required joint wetting fur development of appropriate adhesion
OCCUJS during applicatiOll, 00 tooling is required, USAGE GUIDELINES RoadSaver Silicone SL pavement temperature High Temperature Grode ("0pertbrrmmc:e IimilS arc 82A6 fur jOint sealing.
􀁕􀁓􀀳􀁾􀀠recormnmdatiOIlS are sOO\VTI in Crnfco pavetnent temperJ1Ure grade chill1S shown at !he rigbt. Refer to Crafco Product SeIection Procedures to determine sealant or filler'
and pavement remper4ture gr«les. .. -. I EIIIIIII."';,'" 􀁲􀁾􀀢􀀢􀀠• Pm'Im\IUlCe 1 imill o 􀁎􀁯􀁴􀁒􀁣􀁲􀁯􀁍􀁭􀁾􀀠SPECIFICATION CONFORMANCE Cmtoo RoodSaveI Sill""" SL conI'oons to speci!ica1ions
lbr low modulus siIicoo: fur rrlIUlY IVllhway dcpartItnllS and 􀁾ageoci;:s. The product also meets and exceeds aU reqwremerus: of ASTM D5893, "Standard Specification for Cold-ApplIed
Single Compooent, 􀁏􀁬􀁥􀁬􀁴􀀧􀁴􀁩􀁾􀁬􀁹􀀠Curing Silieone Sealant for Portland Cement Concrele Paveme.o.iS" fur type 8L sealants. In the following specifications several oftlte 05893
parameters arc 0l<.Jre restrictive to better reflect properties ofRoadSavtrSilicone SL. ASI'M D5893 Phys:ietd Requirements ASTM 00893 SL ReauiUments RoodSaver Silicone SL Requirements
CutcEvaluat10ll Passat21 days Passat21 day max. Rheological Propme5 (ASTM C639) Type 1, smooth level surface Type 1. smoolh level surface Extrusion-Rare (ASTM e11S3} Type S, S{) mV min,
minimum Type S, 200 Illi/min. minimum Tack Free Time (ASTM C (79) 5 hr. max. 3 br. max. ElTeclS of Heat Aging (ASTMC 792) 10% max, Loss 10% max, Loss Bond, 􀀭􀀲􀁾􀁃(-20°f), 100% Exteruion
Noo-Immerm:d Pass S Cyeles Pass 5 Cycles Wat"r 1mmersed Pass 5 Cycles Pass 5 Cyeles Oven-Aged Pass 5 Cycles Pass 5 Cycles Hardness 􀀨􀁁􀁾􀁔􀁍C 661) -29'C (-20'C). Type A2 2SmaK, I(}
max. H·C (73·F), TyPe 00 30 min. 40..s0 min. Flow No flow No flow Rubber Properties in Tension Ullimate Elongation 600% min. 80()\'/D min. Stress at 15()1'A! Eiongation 310 K pa (45
psi) max. 207 K p. (30 psi) max, Effects oJAccelerated W 􀁾􀁡􀁴􀁨􀁥􀁲􀁩􀁮􀁧􀀠Puss 500 hmm. Pass at 5000 hours Resilience 15% mi.n. 75% min. AddltlODftl properties of RoatlSaver Sflicone,SL
Sealant nrc;t Specific Gravity (ASTM D792-A)(I) 1.10-1.40 Ad...ion '" ConcrolC (MIl.. 8802) (2) 20 pli (3.5 kg/em) mil. Bond and MovemeotCapabilily +/. 50% (ASTM C7191 (2) Pass 10 cycles
Bond '" Mortat(AASHTO TI32)(2) 50 psi (:14.4 NI='l min. 􀁔􀁥􀁮􀁾􀁬􀁥􀀠Adhesion, %(ASTM D5329) (3) 600% min. Notes: (I) Specimens shall be obtained from 118 inch (3nun) Ihickness sheets
ofmateriai which has been cured for 7 days at n+/-JOJ: 􀀨􀀲􀀵􀀫􀁦􀁾􀀠24C) nnd SO 􀀫􀀯􀁾􀀠5% relative humidity, (2) Specimetl'i cured furlS days at 77 +/. 3t1F (25+1-2<)C) and 50 +/.5%
humidity prior to testing, (3) 􀁓􀁰􀁥􀁣􀁩􀁭􀁾􀁮􀁳􀀠slmll be 112" x 1/2" x 2" (t.2cm)'(, !.2cm x. 5.0an). cured 7 days at 71 +1-SOF (25+!·2"C) find 50% 􀀫􀁦􀁾􀀠5% relative humidity. 
p.3 281-441-3414PRIMATE CONSTRUCTION INCJun 28 05 01:52p APPLICATION The unit weight is 10.7 pound, per gallon (1.28 kgtL). One gallon will seal ,50 r;;;' (45.7m) of III ioch (1.2<0»
wide by 114 inch (O.6cm} deep joint. Exact yield will vary depending on thickness of sealant, waste. application techniques, etc. Prior to use, the llSer must read and follow Application
Instructions for RoarlSaver Silicone Sealants-(January 2002) to verifY proper product 3elections, applicalor pumps. pavement preparation procedures, application geometry. usage precautions
and safety procedures. These lnstructions are provided with each drom ofsctllant. PACKAGING Raadliavet Silicone SL Sealant is packaged in plllJi'tk Ulled open head 55 ganon (208 l) drums
which .comain 50 gallons (189 L) uf nt:Iterbt Additionelly. for small applicatiuns !hesea!anr is available in 􀁰􀁬􀁬􀁬􀁓􀁴􀁩􀁾􀀠S ea110n (19 L) pails nod qllDJt (,95 L) caulking n.bes..
WARRANTY CRAFCC, inc, wnmmts that CRAFCO sealanl3 meet appliCllble ASTM. AASlfI'O, Federal Federal or State llptcifiC'oltlons at time of shipment. Techniques used for the preparation
Iif the «<lck!; and jOints. priot to sealing are beyond our control as are trw use and appltution of Ihe sealllnta; therefore. Crnlco shall not be responsible fur improperly applied
or mlsutled sealana.. 􀁒􀁾􀁩􀁥􀀤agniru:t Cr.lf..o. inc., ::w Ilgreed to by Cr.lfco, are limiwd ro rtplacing ooneonlorming produci or refund (full or partial) of purchase price from CrafC<t,
lnc. AU claims: for bnzh of Ihis wananl.y mun be made within Ihree {3} months of the dau: of use or twelve (11) months from the date of delivery by Crofw. Tnc. wnichever is earlier.
There shull be 1'10 Ql!tcr wam.rnit:s CApRSw! or implied. }lor optimum performanC1!, follo.w CrafCtl ret.omtOOndnuoos (O'r sealant hutallatinn. 
Jun 28 05 01:52" PRIMATE CONSTRUCTION INC 281-441-3414 ".4 420 N, Reo••vel! Ave .• Chandler AZ. 85228 1-800.528·8242' (002) 276-84ll6. FAX (480) 9.'"0513 WW'W.crafco.com APPLICATION
INSTRUCTIONS ROADSAVER SILICONE SEALANTS JANUAl{Y 2004 ReAD BEFORE USING THIS PROOUCT GENERAL: Crnfco RoadSaver Silicone seaiants. are uniquely fommlated (ow modulus 􀁾􀁬􀁡􀁮􀁴􀁳􀀠produced
for use {n sealing joints in portland cement concrete pavements. TIle sealsol are supplied as single component moisture curing materials which proVlde lasting wenloer resjstant flexible
seals. The sealants tire supplied in bow 􀁮􀁯􀁮􀁾􀁳􀁡􀁧􀀠and self-leveling' (SL) application ooosisteneics. 􀁾􀁔PREPARATION: Crafco RoadSavCf Silicone seaiams arc supplied in a ready
00 use form, wilb no mixing or any other preparation required to prepare (he sealant for use. 1O!NT PFSIGN AND PREPARATION FORSE>I!JNQ: Aller appropriate curing of the ¢Ona'ele (a minimum
of 7 days is reeornrncnded) joint reservoirs for the sealant t;an be cut 1nla the concrete using appropriate concrete sawing procedures and eqllipment In "ralS( track" or high early
strength cotID1'ete mixes. il tnay be possible to saw and seal the joints sooner than the recommended 7 day mininltun for standard concrete mixes. Contact Crafeo OJ" your representative
for further details. Rescrvoirdepth for ..GriOlJSjointwidlhsisshown in Tnble L Jointwidth should be scleCted to limit movement due to expansion aoo. con:trac1iou to 00 more than 25%
of lhe joint width. After sawing. immediately flush 􀁴􀁨􀁥􀁪􀁯􀁩􀁮􀁾􀁷􀁩􀁴􀁨􀁟􀀧􀀢􀀠remove a ruajority ofthe saw 'Iuny. After thejoin1S lulve drl..r.]1&prior In applying scalantthe remaining_
must be removed by saOOblastins-Both joint llIces must be arlequalcly !W'kib1a&td to remove remaining traces ofsawing residue. Por dlbca:ive ""dblasling. !he .mzj. should be posilioncd
within 2 irn:bes (5crnlof the stUf"", bang ci",",,". After sandb1....ms the joint should be lhorou.ghIy cll.".tU'M!d using clean oompressed air with a minimum pn:t.;ure of90 psi. MoiSillreandoil
tr.Ips are required OIl the comp"""" uni< The objec' of lie above cleaning opmlions is In """'"'" ""'""'l. inmct, and clem bonding _ which are fu:e ftum all conbminanls m! "" dry. loinlS
should be carefully insp<cted m a<sure that an approprial. level of cie.lIlll_ I.., bero ac:hiov..r. This Cllll be """",,"ished by robOUlg your fing<:r along eacIl joint fa<:e. II "'1Y
evidence ofdust and "'_0\l00f, addilional sandblasting_ be ]X!IIemed until all dllSl and 􀁾.." reIl1O\...r, Alternate cleaning mcdtod! that aea:'tmplish the sarnc t<:vel of cleaning
as _""tillg may be ",nSUlCred. Co_ Oafuo fur -"vn1 of alternate zleaning methods, Norrwal« B..boorptive backer rod oflhe si:l.c specifi<d in Table I shall be placed in tire joint to
the deptIllislOO in Table 1. Do notpunct1ln> bac,...rod during ins<allatiOl1_ damage can rn-aie bubbling insealant. SEALANT APPUCAnON: RoadSaver SiliCOlIC sealant is uppUed to pavetnent
jointS using air powertJj bulk dispensing systmts or _ canIIcing guns. The applic""r unit must be free ofall residue lea fuJm otherbmnds or types ofmaterials to eliminate contamination
and """'" proper ""lOll' perfurmarn:e. Dwing application, the sealQrlL is dispensed directly from ilS container through the applicntor 􀁾WWld and llO'llIe and iJ1ID the[ll<!l<l!OOjoint.
Thejointshouldbe filled 00m the botrom up. Roa.dSaver Silioone SL sealants are selfleve!ing anddo not require tooling. RoadSaverSilicone NS s.cata.nts are not self.tevelin& and mll$l
be tooled In the proper !\"ll"'''ty, Tooling must be =plislled before the seala.n.l fOImS a smihce skin of cured material (prefembly wilhin 5 minu1cs • application). Tooling may be accomplisboo
using • wrie1y of tools including _ ofbacker rod, or other appropria.rely shaped objects. Tooltng shQuJd he perl'ormed so that the sealant is _ against the join! 􀁳􀁩􀁤􀁥􀁷􀁡􀁬􀁾􀀠and
"""'" rod and '" that the seulllJl1 forms fl 􀁾COIX:aYC surf&::o. Minimum rece.'S5 depths are tistt:d in Table I. lf insufficient recess is acrueved, the sealant S'LIJface may be 􀁾to
velr.icle tire 001113ct m1 atnasion wbich can cause toss of adhesion. , ... optimum pafumumce, the width of the sealant beai should be approlrimalcly two limes the depth, Sealant bead
should be. minimum t/4 inch G6cm) 􀁾􀁫but no gre:tlerjhan 112 inch (L2cml !llir& APPLICATION TEMPERATURES AND WEATHE& CONDITIONS: During 􀁾􀁰􀁰􀁬􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀀮􀀠pavement and ambient
temperature should be a minimum of 40<)P (411C) and ihejoinlS must be completely clean and dry for adhesion to fully develop, Seating shoutd not occur a1 temperawfC$' below tM dC'YI
point due to au increased chance ot"having moist or damp joints. SEALANT CURlNG: After application, RoadSaver Silicone sealant win begin to cure and form a surface skin, generaUy wiUrin
30 minutes. Tmffic should be kept off the sealed areas until Ihe sealimt is 􀀧􀀢􀁴􀁾􀁫􀀠free" as indicated by touehing. RoadSavcr Silicone: will cure througmut WIthin 14 days after application
to furm a strongly bonded long lasting seaL Note: Air ""ds may develop wilh se!f.lcvcling sealant!sealant!f!he moisl!Jre """"" of the ""_ """ ambient _dture are higl1. This pheoomenon
genetally occurs when the sealant lms been applied IOc joints in gro:n _ during hot ani humid conditions. Wann ambLcm tempemr:ures ar.:oeierate pavanem hydmtion lml the 􀁲􀁣􀁬􀁾􀀠of
moisnme v.lpoo. These _ vapors will migrate a_gil panially cured sealant creaJing air pod<eI5, When the sealllJ1t has obtained a full cure no bubbles will develop. A "'" seeDon should
be perfunned to detemlineifcondilioos.." 􀁾􀀧􀀢airwidsdo ool dev\:Iop, Using a 11OO-sag silicone sealant wm gttatly n:duce !.he risk of air pocket !1nmation, c.x-cnuoofurfurtherutillnnation.
RESEALING JOlNT DESIGN AND PREPAI\ATlON FOR SEALING: Old sealant should be removed by any appropriate method. After lemoval ofold sealant, the joinl is to be saw cut to an appropriate
width to provide clean vertical bonding surfaces wbicJt are free from conlamioruion b)' old sealant. As 11 general nIle, the joint should be sawn 10 a width which is between lIS irn::h
and 114 inch 􀀨􀀳􀁾􀀶􀁭􀁭􀀩􀀠wider than the onginal joint. The recess, sealant bead thickness. backer size, and sawed joiot depth shalt meet reqLljrements shown in Table I for the joint
width used. The 3llndblusnng. cleaning und seAling opemrions above shall ihen be followed. CLEAN UP: Uncured sealant can be removed from equipment and IOOls with solvents such as napillha
or mineral spirits. All 
p.5 Jun 28 05 01:52p PRIMATE CONSTRUCTION INC 281-441-3414 hoses and tines io (he application equipment should be flushed ilOfm:diutely after use. Extra RoadSaver Silicone in drums SAFETY
PRECAUTIill!J!: Prior to usc, please read the should be covered with the plastic tiner fo prevent exposure to RoadSaver Silicone sealant Material Safety Data Sheet for air and the drums
should be closed before storing llllulthe next establishing appropriate practiC(!S during USe and application. use. ADDITIONAL INFORMATfON: Additional information STORAGE LWE; SlOre:
Crafeo RQadSaver Silicone Sealant OU! regarding tbese products is avaIlabie by contacting your of direct 􀁳􀁵􀁮􀁬􀁩􀁧􀁢􀁴􀁾􀀠in a cool, dlY location. Sealant should not distributor or
Crafco. Inc. This informatioJ1 includes 1) Product exceed 90<>F (32OC), or be exposed to excessive humidity. Dam 􀁓􀁨􀁥􀁥􀁾􀀬􀀠2) Material Safety Dal. Sheets, 3) Safely Manual, Storage
life is approximately six montbs from date ofshipment. 4) Sealant Selection Guide. JolDt Design Recqmmeudadons for Crafco RoadSaver SilIronc Sealants n mehi Jol Is in pee Pave .Is ,
-Joint Width 1/4" 3/8" 112" 518" 314" I 718" I" I !IS" I 1 114" , I 318" \*1IMinimum Sealant Recess U4" 1/4" 5116" 5116" 318" I 318" 318" I 112" 112" I 112" 112" i Backer Rbd Diameter
3181• 112" 518" 3/4" 718" I" 1 ]/4" 1 [l2u I 112" , i 3/4" 2" , , Sealant Bead ThicknC3S ,. 114" 114" lI4" 5/16" 3/8" J 7116" 112" I Inn 112" Ill" i 112" , Minimum Joint , 1718" I 3
318" iI SawlReservoir Depth I 1/8" I 114" 1 112" , 1 3/4" i 2" I 2318" i 2 27/8" 3 118" , I MinimumBacker RodIlellth 112" 112" 518" 11116" 314" i 13fl6" 7/8" I I" 1" I" I" I i Estimated
Usage Non-Sag 245 149 112 70 51 J 35 26 23 , 18 16 15 J i Estima!od Usage 273 172 130 82 58 ! 41 I 31 i 27 22 20 19 , ! Self-leveling(!l/gaJ) i 1 Backer rod diometer should not be vaned
from spec1fied dimensIOns, lllllrger .lIes are used, mcreascd saw depth IS needed, 2 Sealant bead thickness can vary by ±25% of design value. 3 Never install Roadsaver Silicon. to a
depth greater than the joint widlh (I to J). *Please contact Crafco for additional Joint size design recommendations. TYPICAL JOINT DESIGNS: "",""0.'"" Cut .Not To Scale Bond Brtlker
InItial Cut 􀁎􀁯􀁴􀁔􀁏􀁓􀁃􀁂􀁾􀀠
Texas Department o/Transportation Prequalified Joint Sealers The following producers are prequalified to supply joint sealants by class. Materials with lab numbers represented by dates
of ..._..-facture shown below need no iob site samoling unless material aualitv is auestioned Prcqualified Joint Sealers Class Products Producer Address/Phone No. Contact Lab No. Tested
Expires 2 Sof-Seal Low Modulus Horizontal Sealant 804 W.R. Meadows of Texas, Inc. 99867 P.O. Box 7752 2555 NE 33" Fort Worth, TX 76111 (817) 834-1969 Andrew W. Tam C03370028 C02372057
C02370025 CO 1372028 01/01103 07/01/02 01/01/02 07/01101 06/30/03 12/31/02 06/30/02 12/3110 I C01370015 C00372091 01101101 07/01/00 06/30/01 12/31100 C00370015 01/01100 06/30/00 3 Road
Saver 221 Sealant Part No. 34221 809 Crafco, Inc. 99579 6975 W Crafeo Way Chandler, AZ 85266 (602) 276-0406 Vern Thompson C05370040 C04372227 C04370072 C03371953 01101105 07/01/04 01101/04
07/01/03 06/30/05 12131104 06/30/04 12/31/03 C03370007 C02372036 C02370007 01/01/03 07/01/02 01/01102 06/30/03 12/31102 06/30/02 C01372010 CO 1370007 C00372083 07/01101 01101/01 07/01100
12/31/01 06/30/01 12131100 C00370007 01/01/00 06/30/00 3 Road Saver 222 Sealant Part No. 34222 809 Crafco,Ine. 99579 6975 W Crafco Way Chandler, AZ 85266 (602) 276-0406 Vern Thompson
C05370039 C04370073 C03371951 C03370005 C02372034 01/01/05 01/01104 07101103 01/01/03 07/01/02 06/30105 06/30104 12/31103 06/30/03 12/31/02 C02370005 01101/02 06/30/02 CO 1372008 CO
1370005 C00372081 C00370005 07/01/01 01101101 07/01/00 01/01100 12131101 06/30/01 12/31100 06/30/00 3 Hi-Spec Hot Pour W.R. Meadows of P.O. Box 7752 Andrew W. Tam C04374868 01/01/05
06/30/05 Material/Producer List 1 5/16/05 
Texas Department o/Transportation Preaualilied Joint Se.lers Cia" Products Joint Sealing Compound 809 Producer Texas. Inc. 99867 AddresS/Phone No. 2555 NE 33'" Fort Worth, TX 76111 (817)
834-1969 Contact Lab No. C04372114 C03371973 C03370027 Tested 07/01104 07/01103 01/01103 Expires 12131104 12/31103 06130103 C0237205G 07/01102 12/31102 C02370024 01/01/02 06130102 CO
1372027 07/01101 12/31101 CO 1370014 01/0110 I 06130/01 C00372090 07/01100 12131100 C00370014 01101100 06/30100 3 CMC 102 809 Crackfiller Manufacturing Corporation 99064 P.O. Box 6738
Cheyenne, WY 82003 (307) 778-8610 Mark Langer C03370011 C02372040 C02370011 C01372014 01/01103 07/01/02 01/01102 07/01101 06/30103 12131/02 06130102 12/31/01 COl370019 01/01101 06/30/01
C00372095 07101/00 12131100 C003700 19 01101100 06130100 3 SealM..ter Ind., Inc. 3405 809 SealMaster Ind., Inc. 99219 180 I Lancasterl Hutchins Rd. P. O. Box 1008 Lee Malone C03370024
C02372053 C02370021 01101103 07/01102 01/01102 06130103 12131102 06130102 Lancaster, TX 75146 CO 1372024 07/01/01 12131101 (972) 227-9093 CO 1370024 01/01/01 06130101 COO372099 07/01100
12131100 4 Dow Coming 8S8 810 Dow Corning Corporation 99875 390 I S Saginaw Rd Midlalld, MI 48686 (517) 496-5799 Rich Palmer C05370140 C04373972 C03375509 01/01105 09116104 01101/04
06/30/05 12/31/04 06/30/04 C03371958 07101103 12131/03 C03370012 01/01/03 06/30/03 C02372041 0710 1102 12131102 C02370012 0J/OI/02 06130/02 C01372015 07101101 12131/01 C01370011 o110
J/O I 06130101 C00372087 07/01/00 12131100 II 01101/00 06130100 Material/Producer List 2 , ".,'; 5/16/05 
Texas Department o/Transportation Pl"Cqualificd Joint Sealers Class Products Producer AddresslPhone No. Contact Lab No. Tested Expires 4 Non·Sag Crafco, Inc. 6975 W Crafco Way Vern Thompson
C05370034 01101/05 06/30/05 810 99579 Chandler, AZ 85266 C04373023 07/01/04 12131104 (602) 276-0406 C03371954 07/01103 12131103 C03370008 01/01103 06/30/03 C02372037 07/01102 12/31/02
C02370008 01101102 06/30/02 CO 13720 I 1 07/01/0 I 12131/01 CO 1370008 01/01101 06130101 COO372084 07101/00 12/31100 C00370008 01101/00 06130/00 S !i!!W!Illl m 􀁐􀁉􀁾􀁾􀁊􀀠􀁾􀁾􀀵􀁈􀁩􀀠􀁾􀁬􀀡􀁏􀁊􀁃􀀻�
�􀀡􀁜􀀱􀀡􀁗􀀺􀁾􀀠/j!p.i!lftBii!ilhi9l-e; pf!15874 lleij'(J!if9bJll 􀁾􀁭􀀠nttQJ'iliJi 􀀡􀁬􀁦􀁩􀁬􀁾􀁍􀀠('6Sj)'!148'Sll14 4 301 Non-Sag Pecora 165 Wambold Rd, Roy Cannon C05370309 01101/05
06130105 8lO 99981 Harleysville, PA 19438 C04370184 01/01104 06130104 (215) 723·6051 C03371966 07/01/03 12131103 C03370020 01101103 06/30/03 C02372049 07/01102 1213 1102 C02370030 01101102
06130102 4 Tremco Tremco, Jne. 3777 Green Rd. Tn-Min Fong C04374746 01101105 06130/05 810 99083 Beaehwood, OH 44122 C04371979 07/01104 12131104 Spcctrem 800 (216) 766-5680 C03375499
01/01104 06130104 Fax (216) 765·6737 C03371971 07/0ll0J I2I3l/03 COJ370025 01101/03 06130/03 C02372054 07101/02 12131102 C02370022 o110 l/02 06/30/02 CO 1372025 071Ol/0 1 12131101 5
Dow Coming 890SL 810 Dow Corning Corporation 99875 3901 S Saginaw Rd Midland, MI 48686 (5 t7) 496-5799 Rich Palmer C05370139 C0437397I C03375510 01/01105 09/16/04 01/01104 06130105 12/3
lI04 06/30/04 C03371960 07/01/03 [2/31/03 C033700t4 01/01/03 06/30/03 MateriallProducer List 3 .. 5116105 
------------Texas Department a/Transportation P,'cqualified Joint Scalers CI.s. Products Producer AddresslPhone No. Contact Lab No. Tested Exulres C02372043 07102102 12131102 i C02370014
01101102 06130102 C01372017 07101101 12131/01 C013700t3 01101101 06130101 COO372089 07101100 12131100 C00370013 01101100 06130100 5 Pecora Pecora Corp. 165 Wambold Rd. Roy Cannon C03371964
07101103 12/31103 300 SL 99981 Harleysville, PA 19438 C03370018 01101103 06130/03 810 (215) 723-6051 C02372047 07101102 12131102 C0237OO28 01101102 06130102 C01372031 06121/01 12/31101---------------
--5 Sika 810 Sixo Corp. 6122 Rachel's Court Greg Reisz C03370021 01/01103 06130103 99572 Katy, TX 77494 C02372050 07/01102 12131102 (281)693-2121 C0237OO18 01/01102 06/30/02 C01372021
07101101 12131/01 COl370020 01101101 06/30101 C00372096 07101100 12/31100 C00370021 01/01/00 06130100 -----------------------------------5Six. 15LM SL Sik. Corp. 6122 Rachel's Court Greg Reisz C04374648 01/01105 06130/05 810 99572 K.ty, TX 77494 C0337OO22 01101/03 06130/03 (281) 693-2121 C023n051 07101102 12131/02 C02370019
01101102 06/30/02 CO 1372022 07101101 12121/01 C0I370021 0110110 I 06/30101------------------5 Tremco Tremco, Inc. 3777 Green Rd. T.-Min Fong C04374745 01101/05 06130105 810 99083 Beachwood,
OH 44122 C04371980 07/01104 12131104 Spectrem 900 SL (216) 766·5680 C03375498 01101104 06130/04 Fax (216) 765-6737 C03371972 07101103 12131/03 C03370026 01101103 06130103 C02372055 07101102
12/31102 C02370023 01101102 06/30/02 17··· C01372026 07101/01 12131101 Dow CorninK9.02RCS Dow Corning. __ 390 I S SaQ;naw Rd Rich Palmer C05370141 01101105 06130105 5116105Material/Producer
List 4 
7 Texas Department o/Transportation 12/3110409116104810 I Corporation IMidland, MI 48686 I C04373973 99875 C033755 [[ 01/01104 06130104(517) 496·5799 I 07101103C03371959 12131103 06130103C03370013
01101103 07/01102 12131102C02372042 0[/01102 06130102C02370013 07/01101C01372016 1213110 I C01370012 01/01101 06130101 07101100 12131100C00372088 06130100COO370012 01/01100 Watson Bowman
07/01104 12/31104I WaisonlBowman 3414 Blue Candle Jay Waddock C04371668 Drive 0613010499968 C0337554I 01101104810 Spring, TX 77388 C03370030 01/01103 06130103 (281) 65 1·8394 07/01102C02372059
12131102 C02370027 0613010201101102 12131101CO!372030 07/01101 01101101 06130101CO 1370023 COO372098 07101100 12131100 01101100 06130100C00370023 C0537OO35 01101105 06130105􀁃􀁲􀁡􀁦􀁣􀀶􀁾􀁉􀁲􀁬􀁣􀀮􀀠
I 6975W.Crafco':\vay 􀀧􀁖􀀡􀀱􀀮􀀼􀁉􀁜􀁛􀁥􀁒􀁷􀁬􀀡􀁾􀁰􀁮􀀧􀁾􀁲􀀾􀀧􀀮􀁾􀀬􀀬􀀢􀀬􀀠" C04373022 07/01104 12131/0499579, Chandler, AZ 85266 C04370452 01/01104 06130/04(602) .276·0406 07/01103C03371952
12131/03 01/01103 06130103C03370006 12131102C02372035 07101102 C02370006 01/01102 06130102 12/31101COI372009 07/01101 01/01101 06/30101CO 1370006 07/01100 12131100IC00372082 􀁾􀁥􀁊􀁲􀀮􀁬􀁁􀁁􀁑􀁉􀀱􀁾�
�C00370006 01/0 5/16/05Material/Producer List 5 
Texas Department ojTransportation Prequaliried Joint Sealers Class Products Producer AddresslPhone No. Contact L.bN•. Tested Exnires I (651)r748·S}J4 8 Pecora SL Low Pecora Corp. 165
Wambold Rd. Roy Call1lon 􀁃􀁏􀁾􀁀􀁪􀀸􀀠pi(olZQ5, 􀀡􀀡􀀶􀁀􀁐􀀷􀀰􀁾􀀠Modulus 99981 Harleysville, PA 19438 C04370185 01101104 06/30/04 810 (215) 723-6051 C03370019 OliO 1103 06/30/03 C02372048
07/01/02 12/31/02 C02370029 01101/02 06/30102 CO 1372032 08/0110 I 12131/01 8 Sib 15LM SL 810 SikaCorp. 99572 6122 Rachel's Courl Kaly, TX 77494 (281) 69)·2121 Greg Reisz C04374649 01101/05
06/30/05 C04372182 07/01/04 12/31/04 C04370458 01/01104 06130/04 C03371968 07/01/03 12J31103 C03370022 i 01/01/03 06/30/03 C02372051 07101102 i 12131/02 C02370019 01101/02 06130/02 CO
1372022 07101/01 12121/01 COl370021 01101/01 06130101 Material/Producer List 6 5/16/05 
HIf1'8 Cca,. 1•• 15150 SUrveyor Blvd. 􀁔􀀮􀁾􀀨􀀹􀀷􀀲􀀩􀀳􀀶􀁉􀀭􀀰􀀰􀀶􀀴􀀠The HHTB Companies Addison. TX 75001 F.csimlle (972) 361-0065 tngineers Architects Planner'S www.hnth.eom Archer
Western Contractors, Ltd. 2121 Avenue"r HNTB Suite 103 Arlington, TX 76006 Request for Information Response JulyS, 2005 Originator. Andrew Scheennann RPINumber: R-AWOIOI Subject: Light
Pole Template conflict with pennant Request: Please Reference Plan Sheets 306 & 303 and attached sketch Archer Western has discovered that the bottom template for the light pole anchor
bolts is in conflict with the pennant The Template extends approximately 􀁾􀁮past the face of the pennant Please provide a solution for this conflict as soon as possible as not to delay
the project Response!ActioD. Twa.: As discossed on July 1􀁾􀀬􀀠Archer Western is directed to install the anchor bolt pattern fur the South traffic rail with the offset towards the traffic
fuce -􀁾􀂻off center of the T-4 rail. (Opposite of sketch provide by Archer Western) It's requested that the area of the embedded anchor bolt template near the pennant be cold spray
galvanized to prevent msting due to minimum concrete coverage. The Light pole for the North traffic rail should be centered on the T-4 rail concrete. By: Guy V Baulen, EIT HNTB Corporation
Date: July 5, 2005 Cc File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation 
HM"IBeo.... It 15150 SUf'leyor Blvd. Telephone f!11Z) 361 .. 0064 The HNTB 􀁃􀁯􀁭􀁰􀁾􀁮􀁬􀁥􀁳􀀠Addison. TX 75001 Foesl_ (972) 361-<l065 EnqineMS Archlte<b Planners www1mtb.com Archer
Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response JulyS, 2005 Originator: Andrew Scheermann RFINumber: R-AW073 Power Source for
load distribution centets A Be B Reqnest: Please Reference the Revised Plan Sheets 335 Please provide details on the locations and routing of the power sources for load distributing
centers (IDC) A at Bent 11 and LDC B at Bent 8. Please provide information at your earliest convenience. Response/Action Taken: In response to the location of the power sources for the
Bridge lighting. please reference contract plan sheets BL-6 8(7, pages 327 & 328. The electrical service drop will be located near Station 58+50. The power sources for LDC A at Bent
11 will be provided by the conduit run from GB3 at Bent 8 underground and under Midway Rd. to GB 7 at Bent 11 as shown on sheetBL-22 &23, page 343 &344. 􀀴􀁊􀁾􀁾􀀠 By: Guy Van Baulen,
EIT HNTB Corporation Date: July 5, 2005 Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation 
HII1'B Coipoa lIa. 15150 Surveyor eMf. Telephone (972) 361 􀁾􀀠0064 The HNT6 Companies Addison, TX 15001 Facslmiie (972) 361 􀁾􀀠0065 EnQ:lneers Arch!tects PlaMefS www.hntb.com Mr. Ben
Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Re: Addison Road Traffic Control Plan Julyl,2005 Dear Ben: The submitted traffic
control plan for Addison Road was review and accepted by the Town of Addison. Although this plan is acceptable, the Town has requested that Archer Western Contractors not close any lanes
along Addison Road or Arapaho Road until after July 3'" due to the Special Event which will 0CCIl! on Sunday evening. "20th Annual Addison Kaboom 􀁔􀁯􀁷􀁮􀁾􀀮􀀠The Town thanks you for
all your cooperation. A reminder to Archer Western Contractors to continue to meet the requirement in the General Trafftc Control Notes found on the Contract Drawing. sheet TC-l, page
27, """')i a01----Guy Van Baul'::1 HNTB Corporation Cc: Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation File 
....Cofpol 1''''' 15150 Surveyor Blvd. Telephone (972) 361-0064 The HNTS CompanIes Addison. TX 75001 raC$lmUe (972) 361' 0065 EngIneers. Arch!ted.s Planners www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue"r HNTBSuire 103 Arlington. TX 76006 Request for Information Response June 27. 2005 Originator. Andrew Scheermann RFINumber: R-AWOI07 Subject: S1lIYeyor
Tie in Conflict Request Please Reference the Revised Plan Sheets 41 & 54 The Revised Plan Sheets 41 and 54. transmitted June 29,2005, modifying the grades at the Arapaho/Surveyor Inrersection
still have a drainage problem. Based on field as-boots of Surveyor Blvd. and the modified plan grades will produce a "Pond" at STA 34+84.49; 107.24' O/S Lt just west of the Driveway
into the Addison Pump Station. Please review and provide aresolution as soon as possible as not to delay the project. Response/Action Taken: In response Archer Western Contractors, Ltd.
has found that the revise contract plans are causing a ponding issue, after review of the reissued contract plans with the provide T /C elevation and gutter elevation. there is no provide
contour grade that would creare a ponding issue. IfArcher Western has found a conflict with the original elevation provide as existing elevation in the drainage and roadway plans. HNTB
would request Archer Wesrern to provide these found elevation/(conflicts), so a solution can be provided to Archer Wesrern. Dare: June 30, 2005 HNTB Corporation Cc: File Steve Chutchlan,
Town ofAddison Jerry D. Holder, HNTB Corporation 􀁾􀀴􀁁􀁾􀀠
Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III RFI # __..:.;10:.::9__ Date : mm.luly 5. 2005 review of
the attached Sketch '1', you will notice that the reflector as specified In the contract plans is in conHictwith the approved Type C Lights Bracket Sketch '2' shows modifications as
discussed in the owners meeting. The modifications shown in Sketch '2' will mjnimize light maintanceissues. Please direct Archer Western and S&J on hOW to proceed with lighting issue.
Please respond as soon as possible as not to further delay the project Page 1 
--a 􀁾􀀠R d-􀁾􀀠􀁾􀀠􀁾􀀠.!:l' 0--.\ R !:) 􀁾􀀠<5.. 􀁾􀀠 "')-\.a... L􀁾􀀠􀁾. ., 􀁾􀀠􀁾􀀮􀀢􀁏􀁦􀀠􀁾􀀠(\ 􀁾􀀠􀁾􀀠-:;:>1 Ii:: '-' .2 l 􀁾􀀠.:::tJ 0 't ...... (3 !J 􀁾􀀠􀁾􀀠'" 􀁾􀀠\.9 !J
§ 6 ..::: Il... """ 􀁾􀀠8 l) •'" © © © © .2c::: \s :s,\:J">-..;:::it a 8 J 􀁾􀀠'% \,) 􀁾2"" 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠\-.. :lie .<.,it lV)'0.\ 6 􀁾􀀠􀁾􀀠
----11 􀁾􀀠􀁾􀀠0 =t -1􀁾􀀠􀁾• t 􀁾􀀠() 􀁾• t ('I c:5 􀁾􀁾IlL ('I • () ] 0 at ---I @@@@' 􀁾􀀠t ('I d 1(\,? 􀁾􀀠a. ] i;:0 􀁾􀀠\\.....-\. 􀁾􀀠.1: 􀁾􀀠􀁾􀀠􀁾􀀠Vi :::.::--l 'V)-0 􀁾􀀠 􀁾􀀠
i';.. 􀁾...:
Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMA rlON RFI # ____􀁾􀀱􀁾􀀰􀀵􀁾___ PROJECT No. Phase III Date: July 5, 2005 Western and S&J Electric
have compiled the attached sheets, showing the revised bridge conduit locations as discussed with the Town of I􀁁􀁾􀀬􀁾􀁾􀁾􀀧􀁾􀁾􀀠and HNTB. The conduit material changes in many instances.
We understand that the material wi!! be paid under the appropriate pipe In i bid items. confirm these revised conduit location. Page 1 
Conduit Layout per Plans 335 . 33l> < 􀁾􀀢􀀠OiJlPul m C-2 Fixt Oulpllt 􀀼􀁾􀀨􀀩􀁾􀁾􀂷􀁱􀁾􀂷􀁾􀁾􀀬􀁕􀁬􀁾􀀺􀀻􀀻􀀮􀀠􀁾􀀠"Tara! 􀁃􀀮􀁯􀀧􀁾􀁤􀀧􀁵􀁬􀁴􀁳􀀺􀀬􀀠5 . , 􀀬􀀺􀁾􀁾􀁃􀀮􀁾􀁨􀀺􀁾􀀧􀁾􀁬􀁾􀀺􀀠;...2
􀁆􀁉􀁾􀁲􀁥􀀤􀀢􀀠􀁂􀁆􀁾􀀠􀁡􀀬􀁆􀀡􀀩􀁤􀁵􀁴􀁥􀀺􀁾􀁬􀁲􀁉􀀮􀀠,.'."...,.-,.. 
Proposed Conduit Layout South T-4 Rail Specific section of the T·4 Reil. where more than five conduits will be present et one lime the two conduits for the type B fixtures will be run
In the bridge deck (spen 9) 􀀧􀀺􀀺􀀺􀀻􀁾􀁩􀁡􀁬􀀧􀁃􀁾􀁾􀁤􀁕􀀮􀁬􀁴􀁓􀀺􀀠0 . 􀁆􀀺􀀺􀀱􀀢􀀺􀁾􀁆􀀮􀁾􀀮􀀢􀀨􀀳􀁾􀀱􀀮􀀬􀀬􀁅􀀡􀀧􀂷􀀠􀀧􀁾􀁾􀀾􀀠􀀺􀀮􀁂􀀺􀀬􀁆􀁉􀀱􀀴􀁵􀀺􀁾􀀬􀁾􀁟􀀺􀀺􀀺􀀾􀀢􀀠􀀮􀁾􀀬􀀺􀀮􀁦􀁾􀁩􀁵􀁸􀁾􀀮�
�􀀹􀀮􀁲􀁉􀀻􀁫􀁾􀀻􀀺􀁛􀁾􀁴􀀺􀀺􀀺􀀭􀀼􀀠. .339''''' 􀀺􀀺􀁾􀁾􀀺􀀺􀀶􀁾􀁾􀁾􀀯􀀡􀀺􀀺􀀠..... . .. 􀁔􀁾􀀺􀁴􀁾􀀧􀁉􀀺􀁟􀁣􀁯􀁩􀁬􀁤􀁾􀁬􀁴􀁳􀀧􀁩􀀠' Specific section of the T·4 Rail, where more then
five conduits will be present at one time the two conduits for the type B fixtures will be run in the bridge deck (spen 9) 
Find /Replace dialog box Page 2 of2 􀀱􀀱􀁾􀀱􀁣􀁾􀀽􀀽Iiturn off special meaning of character c I' Ilbeginning 01 line 1$ ilend of line I 1 ilany single character I , la. lIany alphabetical
character [a-zlA-Z] Id Ila!]l 􀁤􀁩􀁾􀁩􀁴􀀠[0-9] I I:n lIany alphanumeric character [a-zIA-ZIO-g] I I,<space> IIA colon loIlowed by a space also matches 􀁡􀁮􀁾􀀠punctuation characterl
I[.. ·J Ilany one of the characters in ... ; ranges such as a-z are legal I IIA...J Ilany single character not in ... ; ranges are legal I Ilzero or more occurrences of string 5115'
I !!s+ Iione or more occurrences of string s I 151 IIslring s followed by string t I In Cells If on. specifies a search for text in cells. Fractions If on, specifies a search for fractions.
Find Clicking the Find button locates the specified text. Change Clicking Change replaces the text element in the Find field with the text element from the With field. Change All Clicking
Change All replaces all the specified text elements in the design file. Change Fence Clicking Change Fence replaces the text elements that match the current Fence search criteria. Change
Single Clicking Single replaces a single text element in the design file, as identified by the user. mk:@MSITStore:D:\Program%20Files\Bentley\Documentation\MicroStation.chm::/ustnhel...
7/5/2005 
Archer Western Contractors, Ltd. Arapaho Road Phase III Job No. 204059 IREQUEST FOR INFORMATION RFI # __--=1"'0"-9__ PROJECT No. Arapaho Phase III Oate: July 5,2005 ow. Plano Parkway,
Ste 200 , Texas 75093 Saulsn review of the attached Sketch ;1', you will notice that the reflector as specified in the contract pJans Is in conflict with the approved Type C lights Bracket
Sketch '2' shows modifications as discussed in the owners meeting. The modifications shown in Sketch '2' will minimize light !m••int"nalnce issues. Please direct Archer Western and S&J
on how to proceed with lighting issue. Please respond as soon as possible as not to further delay the project. Page 1 
•• • ".s; 0 IS:). e. !;; Ci-􀀮􀁾􀀠&;; -. "%.0---\0 e. ...f:,) a..... 􀁾􀀠 J-\.L.. L􀁾􀀠-'. --,. 􀀺􀁾.... '" 􀁾􀀠􀁾􀀠1} 􀁾􀀠'-' 􀀭􀁾􀀠::;:: J 􀀮􀁾􀁾􀀠--\ 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠25 >< 􀁾􀀠d §􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠"
" a \.) !oJ @@@@􀁾􀀠􀁾􀀠" 5 􀀮􀁾-...:;::t () § \C\ \..) c5 \(\ :t:: 􀀭􀁾􀀠::"\ \..) 􀁾􀀠􀁾􀀠􀁾􀀠>-... 􀁾􀀠\-.. :lie t lV) 􀁾􀀠'\\c5 􀁾􀀠\\: , 􀁾􀀠"
l 􀁾􀀠Q-.r e 􀁾􀀠􀁾􀀠.::t 􀀮􀁾􀀠.. 􀁾􀀠a t 􀁾􀀠􀁾􀀠t () 􀁾􀀠''(\ "1:::8 􀁾􀀠0IL • d 􀁾􀀠\J Q j 􀁾􀁾􀀠1\\ 􀁾􀀠-t 􀁾􀀠ij, 􀁾-l 􀁾􀀠􀁾􀀠-􀁾􀀠VI 􀁾􀀠t '(\ v 􀁾􀀠() 􀁾􀀠\-. @@@@
Andrew Schneemann /ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 8, 2005 􀁓􀁕􀁢􀁭􀁮􀁭􀁬􀀣􀀺􀁉􀁾____􀁾􀀶􀁾􀀵�
�􀀮􀀱􀁾____􀁾􀀠New Submittal: X To: HNTB /Town of Addison R:e..submittai ; 16801 Westgrove Addison, Texas 7500H010 Project: Arapaho Road Phase iii Af\N # 204059 (972) 450-2886 Engineer:
HNTB Attn: Guy Van-Baulen Submittal Specification Reference: Town of Addison I Plan Sheet DT-03 Description of Submittea Item: Decomposed Granite -Product Summary Report & Samples ManufacturerlSub/Su
ppJier: Martin Marietta Related Section I Drawings: Town of Addison I Plan Sheet DT-03 Additional Comments: The Decomposed Granite will mixed with Type III! Cement Include 2 Bags of
Material Contractor's Certification Engineer's Stamp "Having Checked this submission, we certify that IT conforms to the requirements of the Contract in all respects, except as otherwise
indicated.<I "'. VW': Print Name: iitte; Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 8, 2005 copy: File 
Product Quality Summary Report Arapaho Road Phase III Submittal for Oecomposed Granite Plant: 32 Mill Creek Oecomposed Granite OG01 518"(16) 316"(9,5) #4(4,75) #8(2,36) 1140(0,425) #2IlO(OmS)
PAN(O) Plasticity Index 100,0 69,9 56A 46,7 30.7 9,70 0,00 7 aqgQC Martin Marietta Materials. Inc. page: 1 af 2 
Product Quality Summary Report Arapaho Road Phase !II Submittal for Decomposed Granite Plant: Comments: Quety: 32 Mill Creek This gradation is for information only. This material is
sold exclusively for landscaping purposes. Samples are available prior 10 shipment. Query Selections: Reporter••ted: 09/021200410:07 Dale Range: 09/01/2001 09/0212004 aggQC Martin Marietta
Materials. Jne, 􀁐􀀧􀁡􀁧􀀸􀁾􀀠:.: I)t 2: 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28, 2005 Submittal II :L.I___..::;S3!:..1!.-__.....J
New Submittal: X To: HNTB/TownofAdd1son Re-Submittal : 16801 Westgrove Addison, Texas: 75001-9010 Project: Arapaho Road Phase III AJW II 204059 (972) 450-2886 Engineer: HNTB Attn: Guy
Van-Baulen Submittal Specification Reference: 02810 -Irrigation System Description of Submitted Item: DOUble Check Valve Manufacturer/Sub/Supplier: Amencanlandscape Systems Related Section
I Drawings: Additional Comments: Contractor's Certification ''Having Checked this submission, we'certify that it confonns to the requirements of the Contract in alJ respects, except
as otherwise indicated." Sign: Asst. Project Manager Reviewed by: Andrew Schneemann Dale: June 28. 2005 Copy: Fife Watts -Series 007 QT Engineer's Stamp 􀀮􀁾􀀮􀀠SHOP DRAWING REVIEW Review
is only for general conformance with the design concept of t ·ontract documents. Markings Markings or comments shall not be construed as relieving the contractor from compliance with
the project plans and specifications. nor departures therefrom. The contractor remains solely responsible for detalls and accutacy, for confirming and correlating all quantities and
dimensions, for selectinll'fabrlcation processes, for techniques ofassembly, for safety and for satisfactory performance of his work. 􀁾􀁯Exception Taken IWfB Corporation D Make Corrections
Noted D Amend and Resubmit DRejected -See Remarks 
Page 1 of 1 02:810 -Z t__C_lic_k_H_e_fe_to_P_r_in_t_p_ag=-e__.1 .......'WA••s." ...,.,. INDUSTRIIIIS 007 QT Series Double Check Valve Primary Application Series 007 QT Double Check valve
is installed to prevent the backflow of polluted water into the potable water supply. The valve meets the requirements of ASSE Std. 1015 and AWIVA Std. C510. Features: it• One piece
bron;ze body -unibody. • Ughtweight • Shorter end to end dimensions. • Male by male connections -no adapters. • Working temperature rating up to 160°F. • Replaceable seats and seat discs.
• Captured stainless steel springs. • Top access aU parts. 8/17/2004http://www.ewingLcom/ewing/htmjpgs/14003660.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817)640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 To: Attn: HNTB I Town of Addison 16801
Westgrove Addison. Texas 75001-9010 1972) 450,2886 Guy Van-Baulen Submittal Specification Reference: Description of Submitted Item: Manufacturer/Sub/Supplier: Submittal # :LI___---!7::.9.:.!1___.....
.J New Submittal: Re-Submittal ; X Project: Arapaho Road Phase III AfW# 204059 Engineer: HNTB L _____..::.O"'2S".1"'Oc..,-=:lm"-l·g13lion 􀁓􀀮􀁲􀀻􀁹􀁳􀁏􀀢􀁴􀁥􀁾􀁭􀀬􀀬􀀭_____...J Roto
Sprinkler Heads j American Lartdf3pe Systems Related Section I Drawings: 02610 -13 B Additional Comments: Contractor's Certification "Having Checked this submission, we certify that
il conforms to the requirements of the Contract in all respects, except as othelWise Sign: Print Na Andrew SChneerMM Title: Asst, project Manager Reviewed hy: Andrew Schneemann Date:
Juno 28, 2005 Copy: ____-'-''''-____ Model 1-20 Will be used in areas denoted in ptans for roto heads Engineer's Stamp SHOP DRAWING REVIEW Review is only for general conformance with
the design concept of the contract documents. Markings or comments shall not be nstrued as relieving the contractor from compliance with the project plans and specifications, nor departures
therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting·fabricatlon processes, for
techniques ofassembly, for safety and for satisfactory performance of his work. Ili'No Exception Taken IUITB Corporation [] Make Corrections Noted [] Amend and Resubmit [] Rejected -See
Remarks 
Page Ion Click Here to Print Page ]0 .be. 􀁩􀁊􀀡􀀺􀀾􀀺􀁾􀁪􀁽􀀬􀀠VI Gi V'M;> 􀁃􀁦􀁾􀀧􀀠Pe.tibr,,)l 􀀬􀀺􀀭􀀧􀁾􀀱􀀠,PI4.w::., hi" ,('];10 fh;4.ct!:,., 1·10 & 1·20 Ultra Rotors Upgrade to
heavy duty. commercial grade features in a sprinkler !hafs ideal for residential and commercial projects. • Models: Shrub and 4" (10 em) and 12" (30cm) Pop-ups (optional stainless steel
riser on 4" popup modeO • Radius: 25' to 51' (7,6 to 15,5 m) • Discharge rate: .9 to 1-10 1-20 1-208.2 GPM (0,20 to 1-20-HP 1,86 m3lhr; 3,4 to I31,0 Vmin) • Arc: Adjustable or Full-Circle
versions • Inlet: 3/4" • Nozzles: 12 interchangeable nozzles (8 standal:d and 4 low angle) • FloStop(TM) Control allows stoppage of flow at ian individual head The Industrial-Strength
Rotor for Residential and Commercial Use If you're looking to upgrade over a typical residential grade rotor, tihis is where tihe search ends. No other rotor in its class gives you more,
Uke easy arc adjustment right at the top ofthe sprinkler, a heavy duty sprtng with reliable retraction, and a standard walersaving drain check valve that handles up to 10 feet of elevation
change, Plus, we now include a rack of nozzles tihat Includes both standard and low angle nozzles (tihe ideal solution for virtually any landscape situation), as well as the new FloStop(TM)
feature that provides tihe added convenience of easily slopping water flow through a single head without turning off the entire system. With its ultra-sturdy construction, rest assured
you've got a product thafs sure to endure -irs even protected by a full five-year warranty! But, for tihose who still want more, be sure to consider our stainless steel option. 8/17/2004http://www.ew
ingl.comIewing/htmjpgs/44002400.htm 
Page2of3 FEATURES AND BENEFITS Integral rubber cover Stays put to keep play areas safe Full rack of 8 standard and 4 low angle nozzles Continuously improved, honest performance, superior
c1ose-in coverage (now with key-lock installation) NEWI FloStop(TM) Control , Allows stoppage of !low through an Individual head while remainder of system is running Easy arc adjustment
(40 -3601 Right at.the top of the sprinkler Contlnl:l0usly improved gear drive Backed:by over a decade of proven reliability Commercial grade spring Reliable retraction every time Drain
check valve for up to 10' elevation change Saves water, reduces liability 8117/2004http://www.ewingl.com/ewing/htmjpgsl44002400.htm 
'Nt"i';.' .,' R"iJ!$; .3Ptk.PSI . h Page 3 on 30 30' \1 1.6 40 '31 1() 2.t 40 1.&1.0 50 31' 1.2 LA 50 28' 2.1 (iQ 32 1:3.. SP 􀁾􀁑􀀧􀀠.. 2,3 30' 32''', 1:Z": :,1'\ 􀀻􀀺􀁜􀁾􀀻􀀻􀀧􀁦􀁾􀀻􀀲􀁦􀁲􀀺􀀹􀀻􀁾�
�􀀧􀂷40': 33"",. 14,15. .􀁾􀁪􀀮􀀢􀀺>􀁾􀀺􀀻􀀺􀀢􀀺􀁜􀁕􀁾􀁦􀁦􀀬􀀧􀁩􀁩􀀺50".. 􀀳􀀴􀁾􀀢􀀠t.· .'. '60',':'" 3'4:. 18' ;􀁾:ooi;·i:$ti:;S;(l 30 34 1S 30 29 2,8 40 36 1a 3.6 40 32 3.12.0 50 38'
2,8 lill 35' ULA(iQ 38 22 60 '37' 3.a 30 36' 2.0 30 31' 3,4 40 􀀳􀀸􀁾􀀠24 4:5 4(}. ..34:3,9U 50 41' 2.7 :511' . .fI' ".'4AIA(iQ 40' 29 eo . . '38'47 30 36' 26 40 40' 303.5 50 42' 3.4
60 42' 37 30. 31.' 32 40 40',. 3.7. U Ij8: 􀀴􀀳􀁾􀀠42 6f) 4l'. 46· 30 38' 42 43' 4,9 6,0 40 50 46' 5.5 60 47' S.O 4(}'"" , 45',. 6.0. 50', .Jar 6.8, U. .tilt 7Jf:110'70 51' 8.2 8/17/2004http://www.ew
ingl.com/ewingihtmjpgs/44002400.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (8i7) 640·3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28. 2005 Submittal # : ...1 ____7:..:7.;.,1'--__---'
To; Attn: HNTB I Town ofAddIson 16801 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠(972) 450-2886 Guy Van·Baulen Project: Arapaho Road Phase III New Submittal: X Re...submittal : AIW#
204059 Engineer: HNTB Submittal 􀁓􀁰􀁥􀁣􀁩􀁦􀁬􀁾􀀮􀁴􀁩􀁯􀁮􀀠Reference: 02810 -Irrigation .§y'-'s"'te"'m"-_____:=J_--" 􀁄􀁥􀁳􀁾􀁲􀁩􀁰􀁴􀁩􀁯􀁮􀀠of Submitted Item: Round Box ManufaclurerlSublSupplier:
American LandsCape Systems Related Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements
-of the Contract in all respects. except as othelWise indicated ," Sign: Print Name: 􀁔􀁩􀁾􀀡􀁥􀀺􀀠Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 28, 2005 Engineer's
Stamp SHOP DRAWING REVIEW Review Is only for general conformance ·with the design design concept of the contract documents. Markings or comments shall not be construed as relieving the
contractor from compliance with the projeCt plans and specifications. nor departures therefrom. The contractor remains solely responsible for details and accuracy, for confirming and
correlating all quantities and dimensions, for selectlngfabrlcatlon processes, for techniques of assembly. for safety and fur satisfactory performance of his work. riNo Exception Taken
IDi'l'B Corporation [J Make 􀁃􀁯􀁲􀁲􀁥􀁣􀁴􀁬􀁯􀁮􀁾􀀠Noted [J Amend and Resubmit [J ReJected -See Remarks Copy: ____-'-'''-____ 
Page 1 of! Sub 77. r [ Click Here to Print Page \METEK<ACCESS a(}XES 10" Round Box Today, AMETEK, Inc. Access Boxes are considered to be the best· within significant irrigation industries.
An independent crush test at the University of Wisconsin Engineering Test Lab showed the AMETEK, Inc. Product to be much stronger than all of its competitors. Meter Boxes are manufactured
in five major sizes. They have extensions, a variety of names and colors, and various applications in the turf irrigation, waterworks and electrical industries. Boxes are available in
green, black, gray, tan, red brick and mulch brown. Lids come labeled with "Control Valve," 'Water Mater," "CATV," ·Sewer" and "Telephone." UNIT SKID NAME WT. QTY. WT. 3" effective ....gIIt
Assembly 4.6 Ibs. 135 660Ibs. Box Only 3.4 Ibs. 135 5001bs. Lid Only 1.2Ibs. 650 8201bs. Extension 12 Ibs. 200 2801bs. Handle 1.2 oz. http://www.ewingl.comIewing/htmjpgsl38008310.htm
8/17/2004 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # :1'-___-'-7;:,;8....1___--'
To: liNTB/TownofAddison New Submittal: Re·Submittal: X Attn: 16801 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠(972) 450-2886 GuyVan-Baulen Project: Arapaho Road Phase III AIW# 204059
Engineer: HNTB Submittal Specification Reference: 02810 -Irrigation System Description of Submitted Item: Quick Connect Valve Manufacturer/Sub/Supplier: ArnetiCan landscape Systems Related
Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this sUbmiSSion, we certify that it conforms to the requirements of the Contract in all respects,
except as otherwise indicated." TItle: Asst. Project Manager Reviewed by: Andrew SChneemann Date: June 26. 2005 Sign; Copy: Model QB3SBl07 Model now made with Stainless Steel lid Not
Brass Engineer's Stamp SHOP DRAWING REVIEW Review Is only for genera} conformance with the design concept of the contract documents. Markings or comments shall not be const ed as relieving
the contractor from compliance with the roJect lans and specifications, nor departures therefrom. The contractor remaIns solely responsible for details and accuracy, for confirming and
correlating all quantities and dimensions, for selectlll!ffabrlcation processes, for techniques ofassembly, fot safetyand for satisfactory performance of his work. C No Exception Taken
lrnTB Corporation CAake Correctlons Noted mAmend and Resubmit C Rejected -See Remarks By. J&Date*!11u-:;.r 􀁾􀁦􀁥􀁺􀀱􀀧􀀺􀀺􀀻􀁣􀀮􀁁􀁾􀁻􀀩􀁾, 
Buckner: One Piece Quick Coupling Valve Spec Page 1 of4 " {/,'Sdb, 7(tJ, ,i Click Here to Print Page Quick Coupling Valve ill One Piece Models Mvc,U Description CR 83 613 l....O 7 Quick
Coupling Valves are available in %" • 1" and 1W' inlet sizes. They are used where a water outlet is required for possible Irrigation or wash-down. Application Quick Coupler Valves offer
economical irrigation of large turf areas and provide for future conversion to pop-up rotors. They are also used where supplemental watering or washdown is required. Features • Available
in *" ,1" and 1%" Female NPT inlet' • Lid stays closed by strong positiVe-action spring. • High visibility TuffTop"" or brass lids available. • Constructed of sand red brass for durability.
economy and recyclability. • Corrosion resistant stainless steel spring and self-flushing brass plunger. • Wrench flats at base for easy installation. , • Drain hole in body to minimize
debris collection:. • Chevron05haped wiper seal to reduce leakage around key while inserted. • Self cleaning seal design. • Brass plunger and stainless steel spring to eliminate corrosion.
• Available locking lid for vandal resistance and nonpotable application. • Flow ranges from 5 to 100 gpm. • Handles pressures up to 150 psi. • Locking rubber lid (use with TLK lock
top key), • Lavender TuffTop'" locking lid for non-potable water (NP). • Optional British Standard Threaded version available (85). • Five-year warranty. QB5NP10 1" One-piece Quick Coupfing
Valve with Non-potable Lavender TuffTop"" Locking Lid Specifications The quick coupling valve shall be a one piece type using a [single, double] slot keyway. The valve body and coupler
key shall be made of cast red brass. The lid shall be made of brass or polypropylene. The seat disc plunger shall be spring-loaded to maintain the valve in a closed position at zero
inlet pressure. Coupler seal shall be removable from the top while valve is under pressure. The lid shall be spring loaded for positive closing and made of 302 stainless steel spring
spring temper eres wire. The TuffTopTM shall be capable of locking (and unlocking with the use of a (TLK) key, which preventa unwanted use of the Quick Coupnng valve. The valve shall
have a inch inlet and be capable of gpm flow at --;_-;--;;-;-psi maximum pressure loss. The valve shall be opened and closed by a [single, double] lug coupler key having a ,--;-___ inch
Male NPT outlet thread, andlora inch Female NPT outlet thread. Note: All irrigation systems should be properiy filtered to eliminate contaminanta. Chemical pollutants may also be hazardous to valve life and operation.
Be sure to determine the fitness of any product for its appucation. To Specify: QB5 NP 10 BS Model Lid Size Option Option Quick Coupling Valves· One Piece Model Descriptions 8/17/2004http://www.ewing
l.com/ewinglhtmjpgs/02005314.htm 
Buckner: One Piece Quick Coupling Valve Spec Page2of4 4 31S' Width 2 31S' 5 3/8' Width 3 31S' I 5718' Width 3 718' 􀀱􀁾􀁾􀁾􀁡􀁉􀀮􀀧􀀢􀀠112' F • 􀀮􀀢􀀮􀁴􀀮􀁾􀁧􀁉􀁾􀀠r. " 􀁾􀀠􀀧􀁾􀁬􀀮􀁭􀁡􀁷􀀬􀀠􀁾􀀷􀀠􀁾
􀀺􀁾􀁾􀁾􀁯􀀮􀂷􀀠'"v•. 'v. 􀁷􀁾􀀧􀁕􀀢􀀠5 1/2' M.'•.􀁾􀀠l' Female. doubw ........ wv••" '". wvv. TLK LOCl<lOp kOy for quiak ! 􀁾􀀠. '08 -Onorr-,c,,,,, 􀁾􀀻􀀮􀀬􀀮􀀺􀀺􀀺􀀠􀁾􀀢Pressure L.oss
in PSI IInkPs 􀁾􀀠GPM A" QB3 A" QB5 AlIQB7 AlIQ83 Aua. AlIQSr Um 􀁾􀁾􀀺􀀺􀀠􀁾􀁾􀀡􀀵􀀠.ikori;;;;Seri... Seri.. Sen... m3lhr 5. O. , 0 ...... ..... ...... , · '0. 1. 0 0 15. 4.1 · · 1.11
0.05 · -....., ---' 20. 7.2 1. · 22£ .'2 􀁾􀀠30. · 3. · · · 0 · 40. · 6. 0 3.'" O.:Ill · · 50. 9. 2 · · · 19.31, 􀁾􀀠60. 0 13. 3. "'''' 0.49 0.0; · · 270. · · 4. 60. · 0 6. 6.15 · 0.2!
· 􀁾􀀠. 􀁾100. · · 11. '.OC 0.4$ · . · · 11.2£ 0.•' a.1E 13.5C · a.S! 0.2< 15.7' · · 􀁏􀀮􀁾􀀠1•.00 0 · 0.45 22.50 · · 0.15 Installation 8/17/2004http://www.ewingl.com/ewinglhtmjpgs/02005314.htm

Buckner: One Piece Quick Coupling Valve Spec Page 3 of4 Install all QVC's on swing joint assemblies and hand tighten. Use only Teflon tape as sealant. Position and level as required
to grade. http://www.ewingl.comiewing/htmjpgs/02005314.htm Quick Coupler Valve (One-Piece) Installation Detail I. Buckner series quick coupler valve Model# _____ 2. Finish grade 3. ____PVC
schedule 80 nipple \..(____ min. length) 4. PVC TxT 90' ell 5. PVC street ell 6. ____ PVC schedule 80 nipple (\..____ min. length) 7. Lateral 6ne piping 8. Lateral line pipe fitting
NOTE: Teflon tape all threaded joints. QUick Coupler V.lve (One-Plece) Insmllatlon Detail 1. Buckner series quick coupler valve Modei# _____ 2. Finish grade 3. ____PVC schedule 80 nipple
('-____ min. length) 4. PVC Tx TOO' ell 5. PVC street ell 6. ____PVC schedule 80 nipple '-(____ min. length) 7. Lateral line piping 8. Lateral line pipe fitting 9. Rebar, length as required
for support 10. SS Pipe clamps, size as required 8117/2004 
ARCHER WESTERN CONTRACTORS. LTD. 2121 Ave J, ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # : ....1 ___--.:.7;;c6.:.:.1___---'
To: Attn: HNTS/Town of Addison 16801 Westgrove Addison, Texas 15001-9010 (972) 450·2886 Guy Van-Baulen Project: Arapaho Road Phase III New Submittal: X REI-Submittal: AIW II 204059 Engineer
HNTB Submittal Specification Reference: 02810 -irrigation. "Sy"s"te"'m:.:...._______ Description of Submitted Item: Jumbo Sox Manufacturer/Sub/Supplier: American Landscape Systems Related
Section /Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in all respects. except
as otherwise indicated." TItle: Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 28, 2005 Copy: Engineer's Stamp SHOP DRAWING REVIEW Review is only for general conformance
with the design concept of the contract documents. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications.
nor departures therefrom, The contractor relllllins solely responsible for details and accuracy, for confirming and correlating all quantities and dImensIons, for selecting'fabrlcal1on
processes, for technlques of assembly, for safety and for satisfactory performance of his work, 􀁾􀁯Exception Taken 1\1ITB Corporation o Make Corrections Noted [J Amend and Resubmit
C Rejected -See Remarks By. 
Page 1of I ()2-fJ1D Click Here to Print Page ) \.METEK'ACCESS BOXES Jumbo Box Today, AMETEK, Inc. Access Boxes are considered to be the best -within significant irrigation industries.
An independent crush test at the University of Wisconsin Engineering Test Lab showed the AMETEK, Inc. Product to be much stronger than aU of its competitors. Meter Boxes are manufactured
in five major sizes. They have extenSiOns, a variety of names and colors, and various appUcations in the turf irrigation, waterworks and electrical industries. Boxes are available in
green, black, gray, tan, red brick and mulch brown. Uds come labeled with 'Control Valve; 'Water Meter," "CATV," 'Sewer" and "Telephone.' 8/17/2004http://www.ewingl.com/ewing/htmjpgs/38008510.htm

ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640·8734 SUBMITTAL Date: June 28. 2005 To: Attn: HNTBfTownofAddison 16801 Westgrove
Addison, Texas 75001-0010 (972) 450·288. Guy 􀁖􀁡􀁮􀁾􀁂􀁡􀁵􀁬􀁥􀁮􀀠Submittal Specification Reference: Description of Submitted Item: . . 􀁾__•••••h.___• __• ManufaclurerISiiJj/SupplieifC=C'
Related Seclion I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certIfy that it confonns to the requirements of the Contract in all respects,
except as otherwise indicated." Sign: Print N.me: Andrew Schneemann ntl.: Asst. Project Manager Reviewed by: Andrew Schneemann Date: Juoe 28, 2005 L...::;::;.:;.__--==-==='--___--' Copy:
____...;F"'il:::.e____ Submittal # :1L...__􀀭􀀭􀀭􀀧􀀷􀀺􀀮􀀺􀀵􀀺􀀺􀀮􀀺􀀮􀀱􀁾_____l New Submittal: Re-Submlttal: X Project: Arapaho Road Phase III AIW# 204059 Engineer: HNTB Master I Station
Valves I American Landspape Systems Engineer'S stamp SHOP DRAWING REVIEW ReView is only for general conformance with the design concept of tM contract documents. Markings or comments
shall not be construed as relieving the contractor from compliance with the project plans and specifications. nor departures therefrom. The contractor remains solely responsible for
details and accuracy, for confirming and correlating all quantities and dimensions. for selecting'fabrication processes, for techniques ofassembly, for safety and for satisfactory performance
of his work. 􀁾􀀠No Exception Taken IwrB Corporation [] Make Corrections Noted [] Amend and Resubmit [] Reject{:]d -See Remarks 􀁾􀀠By. 􀀮􀀮􀁊􀁾􀁄􀁡􀁴􀁥􀀠7/"l/1J!" 
Page 1 of3 oz8IO-il.-A-; B 1. __C_lick_H_e_re_to_P_r_in_t_P_ag=-e__, 􀁊􀀱􀀱􀁴􀀬􀁧􀁰􀀬􀁾􀀠!SfI,Ji;,\ 1/... 1Vt6 11000CR SERIES CONTAMINATION RESISTANT VALVE The 11000CR Series is a normally
closed type valve; in the event of power failure, valve closes. The 11000CR has excellent low flow characteristics which make it an ideal choice for microirrigation. Features: • 5 Year
Li mited Warranty on valve, 7-Year Li mited Warranty on the S248 solenoid. • Unique Dual Ported Diaphragm to greatly minimize clogging and malfunctions. In operation, the diaphragm ports
constantly flex, inhibiting sand, siit and debris from blocking the valve action. • The unique porting design also permits equal preSsure on both sides of the diaphragm wall, regardless
of line pressure, when valve is not operating. This feature prevents diaphregm "stretching', a common cause of valve failure in valves which are ported through the seat. • The 11 OOOCR
Series diaphragm is made of nylon fabric reinforced Buna-N rubber; a grooved rib interlocks with cover and body to prevent leakage. • Exhaust Orifice is non-corrosive and has an opening
sized larger than the diaphragm ports so that any pieces of sand or silt passing through the diaphragm will not be trapped beneath the solenoid actuator. • S248 Solenoid manufactured
by Weather-matico Construction is molded resin having no carbon steel : .components exposed thereby eliminating possible external corrosion and deterioration. Solenoid is completely
waterproof, with an O-Ring Seal, and complies with NEC Class II circuit requirements for 24V a.c. operation (also operates on 12 voils d.c. up to 75 psi). • The S248 Pro-CapTM actuator
is stain-less steel enclosed in a watertight protection capsule with a mOlded-in-place rubber exhaust port seal; a stainless steel spring assures positive seating. • High Strength Glass-Filled
Plastic Body and Cover designed to operate in heavy duty commercial applications. Stainless steel 114 inch cover boils and mating brass body inserts make reassembly easy. • Shock Cone
on diaphragm seat to eliminate water hammer in all except extreme cases. • Flow Control. A brass, non-rising type flow control stem for throlt1ing the valve from full open to full close
positions. 8/17/2004http://www.ewingl.com/ewinglhtmjpgs/52002660.htm 
Page2of3 • Manual Bleed Lever. An easy-to-use, hand operated control bleeds valve to downstream; has stops for open and closed positions. Options: (Factory Installed) • XPR Pressure
Regulator. The Weather-maHc XPR pressure regulating module senses inlet pressure and maintains constant outlet pressure. See PRK-24 in valve accessory section for specifications. • Non-potable
Alert SOlenoid. May be substituted for standard model. Specify XS24NP. Operating Data: • Cold weter worldng pressure: 150 psi Electrical: • Wiring requires a single lead from the controller
to each solenOid, plus a common neutral to all solenoids. Type UF wire, U.L. listed, Is recommended for all hookups. 24VACI60 Hz. Inrush: 9.86 VA Holding: 5.69 VA 24VACISO Hz. Inrush:
10.7 VA Holding: 7.S VA • Do not use nominal voltage ratings Dsted above for sizing of valve wire. See wire sizing tables. Installation: • Teflon tape is recommended. • 1 inch FIP can
be bushed to 3/4 inch. • 1 -1/2 inch FIP can be bushed to 1·114 inch. • International Threads. (Specify ISO) 8/17/2004http://www.ewingl.com/ewing/htmjpgs/52002660.htm 
Page 3 of3 0l'Il 􀁮􀁡􀁍􀁆􀁕􀁦􀀮􀁴􀁴􀀱􀁾􀀱􀁓􀁉􀁾􀀠, IIleIf 􀁉􀁾ICI I :IICH ,.. '-2-mt""'" _L U• U ,. 􀁾􀁵􀀠" u , ." ••• 1 , 􀀢􀀭􀁾􀀠􀁾􀀠i 8/17/2004http://www.ewing1.com/ewing/htmjpgs/52002660.htm

---ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # : 1..___--'7.c,4.:.;1___---'
New Submittal: X To: HNTB !Town of Addison Re..submittal : 16801 Westgrove Addison, Texas 75001-9010 Project: Arap.ho Road Phase III NW# 204059 (9721 450·281111 Engineer: HNTB Attn:
Guy Van-8au!en __􀀫􀀭􀀭􀀢􀀬􀁾􀁲􀁡􀁣􀁴􀁯􀁲􀀠remains solely responsible for details and accuracy, for Sign: confirming and correlating all Cluantltles and dimensions, for selectlngfabrication
processes, for technlCJ.Ues ofassembly, for safety Print Name: Andrew ScMeemann and for satisfactory performance of his work. Title: Asst. Project Manager Reviewed by: Andrew Schneemann
Date: June 26. 200$ 􀁾􀁯Exception Taken I!NfB Corporation [J Make Corrections Noted [J Amend and Resubmlt [JRejected-SeeB.emarb By. JF¥c..Date ,hler: : . Copy: File Submittal Specification
Reference: Description of Submitted Item: Manuf.cturerlSub/$upplier:····· Related Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission,
we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicaled." 02810 -Irrig.tion System Ball Valves American Lands93pe Systems c===_··__􀁾􀀭􀀭􀀭􀀭􀀭�
�􀁾􀀰􀀲􀁾􀀸􀁾􀀱􀁾􀁾􀀱􀁾􀀲􀁾􀁃____________􀁾􀀠Engineer's Stamp SHOP DRAWING REVIEW Review Is only for general conformance with the design concept of the contract documents. Markings or
comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The 
Page 1 ofl [ Click Here to Print Page .. , 􀀮􀁾􀀭2" Utility SS Ball Valve A high quality, economical, quarterturn shut off valve designed for home, irrigation, and pool and spa applications.
Available in IPS sizes 1/2" through 2" with choice of either socket or threaded end connectors. Features: • One piece sealed unit never requires adjustment. • Heavy bodied PVC construction.
• Standard EPDM o-rings. • High Impact Polypropylene handle with double stop engagement. • Equipped with Spears high .strength Safe-T-Shear stem. • All Utility Ball Valves are NSF Listed
for potable water use. • Full Schedule 80 bore in full open position, full bore virtually eliminates pressure drop, providing optimum flow. • 150 psi Pressure rating maximum internal
pressure at 73°F for a variety of applications. TcmpuatlUc" Ptcuu:re Rering 􀁾􀀧􀁕􀁮􀁮i 'ftl'nw'.)l 7l II., III' i'::,' 11" II., 􀀺􀁾􀀢􀀠Ip, :-.. ". ..... 􀀱􀀢􀀢􀀢􀁭􀁬􀁬􀀨􀁾􀀺􀀮􀁉􀀮􀀮􀁬􀁉􀁴􀁴􀀠",.
/"(-J !!l2 fl"i '..􀀻􀁌􀁾􀀬􀀠,"I, 􀀺􀀮􀀮􀁾􀀬􀀭􀁬􀀱􀀮􀀠􀀬􀁾􀀺􀀡􀁾􀁾􀁾􀁾􀀮􀀠􀁾􀀡􀀺􀀡􀀮􀀺􀀻􀀮􀀠, :':::,1J -􀁾􀀮􀀺􀀮􀁾􀁾􀀭􀀬􀁾􀀬􀁾􀀬",'Il.,.., l'rro»l;lfI" 􀀱􀁾􀀧􀀠.'''' ''";'';' --, ltV!
I::" " " " " Rat_.!: iW'i; f.iUJ .. (,'f: ' ". 􀀬􀁾􀀬􀀠􀁉􀁾􀀧􀀠", 􀀧􀁉􀀢􀁩􀀻􀁾􀀭-1;';:-" ,.. f\"s!:\W"t 􀁉􀀧􀁉􀁾􀁃􀀺􀀠, 7•• _ , -i., n<1Jf\} 􀁾􀀮􀀧􀀧􀀧􀁔􀁬􀀠􀀧􀁾􀀢􀀠1,'1. :<1 ':.' ,
"": .. ....I.IS Ihlt,,.,I,,l \ 􀁉􀀢􀀧􀁾􀀠􀀬􀀬􀁾􀀬􀀬􀀧􀁉􀀬􀁉􀀠OI·r I"" 􀁾􀁉􀁬􀀧II'Il"(_'n/" ., .j., , , I',' .,.1 I,., , '" .. "\' 8/1712004http://www.ewingl.com/ewing/htmjpgs/20001860.htm

ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 16006 PH: (811) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28, 2005 Submittal # :'LI___􀀮􀀮􀀮􀀡􀀮􀀮􀀷􀀳􀁾􀀮􀀡􀀮􀀱___...J
New Submittal: X To: HNTB JTown of Addison Re-SubmittaI: 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III AIW# 204059 (972) 450·2886 Engineer: HNTB Attn: GuyVan-Bau!en
Submittal Specification Reference: 02810 -Irrigation 􀁓􀁸􀁾􀁳􀁴􀀬􀀽􀁥􀀬􀀡􀀡􀁭􀀡􀀭_______ Description of Submitted Item: Solvent Weld PVC Manufacturer/Sub/Supplier: American Landscape
Systems Related Section' Drawings: 02810·10 Additional Comments: Contractor's Certification "Having Checked this submission, we certify 􀁴􀁨􀁾􀁴􀀠it conforms 10 the requirements of the
Contract in all respects, except as otherwise indicated," MCherWestemc?;Ptntrnc. , Sign: & " "---Print Nam.: Andrew Schn••';;ann Title: Ant. project Manager Reviewed by: Andrew Schneemann
Date: June 28. 2005 Copy: Engineer's Stamp SHOP DRAWING REVIEW Review Is only for general conformance with the design concept of thE! contract documents. Markings or comments shall not
be construed as relieving the contractor from compliance with the 􀁾􀁲􀁯􀁪􀁥􀁣􀁴􀀠plans and specifications, nor departures therefrom. The contractor remains solely responsible for details
and accuracy, for confirming and correlating all quantities and dimensions, for selecting-fabrication processes, for techniques of assembly, for safety and for satisfactory performance
of his work. 􀁾􀁯Exception Taken IWfB Corporation [] Make Corrections Noted [] Amend and Resubmit [] Rejected -See Remarks 
· Ewing Irrigation Products Catalog: PVC, Fittings page £. or 1. 􀀬􀁓􀀼􀀭􀁌􀁾􀁊􀁭􀁜􀀠/:;;:1 731 ()2f,ii? -iO Solvent Weld PVC 2.135 0.300 ?00 ''.000 4,35 􀁾􀀮􀁩􀁊􀀷􀁮􀀠'PI 10 H10IPS
a,lIn􀀢􀂷􀁾􀁾􀁾􀀺􀁌􀀠4."3 􀁾􀀮􀀬4,000 4,m'25 IPS 􀀱􀀰􀀵􀀱􀀱􀀱􀀱􀀧􀁾􀀠28 4.e£OO '1.13 i 8/17/2004http://www.ewingl.com/ewing/htmjpgs/07000280.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640·8734 SUBMITIAL. Oat.: June 28. 2005 Submittal # :LI___--'-'72:;..1'-__---"
To: Attn: HNTB I Town of Addison 16601 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠(972) 450-2886 Guy Van-Bau!en Project: New Submittal: X Re-Submittal : Arapaho Road Phase III AfW#
204059 Engineer. HNTB Submittal Specification Reference: 02810 -Irrigation S'Lys"'t"em"'-______􀁾􀀠Description of Submitted Item: Control Wires ------_.ManufacwrerlSub/Supplier: American
Landscape Systems 􀁾􀀭--"---_._Related Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements
of the Contract in an respects, except as otherwise indicated." Sign: Print Name: 􀁔􀁬􀁾􀁬􀁥􀀺􀀠Asst. Project Manager Reviewed by: Andrew Schneemann Date: JUne 28, 2.005 Copy: _____F_ile_____
02810-15 V\llre Colors as Denoted In Specification Engineer's Stamp SHOP DRAWING REVIEW Review Is only for general conformance with the design concept of the contract documents. Markings
or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures therefrom. The contractor remalns 􀁳􀁯􀁬􀁾􀁬􀁹􀀠responsible
for details and accuracy, for confirming and correlating all quantities and dimensions. for selecting-fabrication prOCesses. for teclm1ques of assembly, for safetyand for satisfactory
performance of his work. 􀁾􀁯Exceptlon Taken .I1Nl'B Corporation o Make Corrections Noted o Amend and Resubmit Q ReJected -See Remarks Date 
page 1 Or! Click Here to Print Page Type UF SINGLE CONDUCTOR 60· C/600V Description & Features: UL listed Single Conductor Type UF is suitable for use as Sprinkler Irrigation Control
Wire for general purpose lighting and power. Construction provides solid or stranded soft annealed copper conductor insulated with polyvinyl chloride (PVC) compound that provides excellent
abrasion, acid, chemical, oil and moisture resistance. • UL listed Type UF 600 Volt (#14 thru 4/0 AWG) • Usted for Direct Bunaluse • Resistant to acids, alkali, grease and chemicals
• Abrasion, crush and moisture resistant Applications: • Suitable for use as power and control conductors for irrigation systems • For use in accordance per NEC Article 339 Construction:
Conductors: Soft annealed copper Solid (18 AWG to 8 AWG) Stranded (6AWG to 410 AWG) Insulation: Polyvinyl chloride (PVC) compound Temperature: 60·C Voltage: 600 Volts Specifications
& Standards: UL 493 -Underground Feeder Cable Federal Spec JC -30B http://www.ewingl.com/ewing/htmjpgsI22000010.htm 8/1712004 ; ; 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Dale: June 28. 2005 Submittal # :LI____7:.,;1::.,.1e-__-l
New Submittal: X To: HNrSI Town of Addison Re-5ubmittal: 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III AfW# 204059 (972) 450·2886 Engineer: HNTB Attn: Guy
Van-Baulen Submittal Specification Reference: Description of Submitted Item: Manufacturer/Sub/Supplier: R.elated Section I Drawings: Additional Comments: Contractor's Certification "Having
Checked this submission. we certify Ihat iI conforms to the requirements of the Contract in all respects, except as otherwise indjcaied. " Sign: Print Name! Andrew SChneemann Title:
Asst. Project Manager Reviewed by: Andrew SChneemann Date: June 28, 2005 Copy: ___􀀮􀁾􀀮􀁪􀀮􀀬􀁬􀁥􀀬􀀭___ PVC RIsers (SCH 80) , i ; Amerfcan Landscape: Systems c----'-I __􀁾􀁾􀁏􀀽􀀲􀀡􀀡􀀮􀀸􀀱􀁾􀁏􀀺􀀮
􀀧􀀭􀀱􀀴􀀽􀀧􀀭________ Engin••r's Stamp SHOP DKAWING REVIEW Review Is only for general general conformance with the design concept of tM contract documents. Markings or comments shall
not be construed <IS relieving the contractor from 􀁣􀁯􀁭􀁰􀁬􀁬􀁾􀁣􀁥􀀠with the project plans and specifications, nor departures therefrom. The contractor remains solely re,ponslble
for details and accuracy, for confirming and correlating all quantities and dimensions, for seiecting'fabrlcatton processes, for tedmlques ofusernbly, for safety and for satisfactory
performance of his work. 0)(0 Elcceptlon Taken IDITB Corporation S Make Corrections Noted o Amend and Resubmit [] Rejected -See Remarks t-􀁰􀁾􀀠􀀺􀀨􀁰􀁬􀀡􀀺􀀧􀁤􀁐􀁩􀁌􀀮􀁁􀁔􀁩􀁯􀁾􀀮􀀺􀁳􀀺􀀠􀁹􀁊􀁥􀀿􀀧�
�􀁁􀀧􀁔􀂷􀁴􀁇􀀭􀁾􀀠:;E:ft.J.'/CS' 􀁁􀁾􀁦􀁬􀀧􀀮􀀮􀀬􀁡􀀴􀀠􀀨􀀻􀀮􀁽􀁬􀁾􀀠Af('fitA4-U!'. 
Ewing Irrigation Products Catalog: PVC, Fittings Page 1 ofl "fJ,vb1>1/f/'''/7/. I D2.6 i 0-1'-/GliCkHere to Print Page J PVC Sch 80 Nipples 8/17/2004http://www.ewingl.com/ewing/htmjpgs/04005390.htm

ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 16006 PH: (811) 640-3898 FAX: (811) 640-8134 SUBMITTAL Date: June 28, 2005 Submittal # 􀀺􀁾􀀱___---,7.::.0.;,;.1____
New Submittal: X To: HNTBI Town Of AddIson Re-Submlttal : 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase 111 AIW# 204059 (972) 450-28se Engineer: HNTB Attn: Guy
Val'l-Bauleo Submittal Specification Reference: Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section /Drawings: Additional Comments: Contractor's Certification "Having
Checked this submission, we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated." Archer Western Co S,gn: 􀁾􀀠Print 􀁬􀁜􀁉􀁡􀁭􀁾􀁫􀁷􀀠Title:
Asst. Project Manager Reviewed by: Andrew Sctmeemann Date: June 28, 2005 02810 -􀁉􀁲􀁲􀁩􀁧􀀮􀁴􀁩􀁯􀁮􀀧􀀮􀀺􀁓􀀢􀀬􀁹􀀢􀀬􀁳􀀢􀀧􀁴􀁥􀀢􀁭􀁾______-, Rain Bil'd 1BOO Series Sprinkler Head American
Lai1dscape Systems 02810-13A&C 4" Tall Heads in the Grass Areas 12" Tall Heads in Landscape Beds Head Patterns will be selected 10 best fit the siluatkm Engineer's Stamp SHOP DRAWING
REVIEW Review Is only for general conformance with the design concept of the contract documents. Markings or comments shall not be construed as relieving the contractor from compliance
with the project plans and specifications, nor departures therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating all quantities
and dimensions, for selecttng·fabrlcation processes, for tedinlques ofassembly, for safety and for ntlsfll(tory perfollIlllllCe of his work. Dflo Exception Taken 1ii(,.lake Corrections
Noted 1StAmend and Resubmit D Rejected -See Remarks 􀁾􀀮􀀠JS< Date '7(Z/c;r*' rJ...Nrtf-.-. PGN. ,0 /5<..j,b'fiiL '1ti1Al..J dP 􀁁􀁏􀁾􀀻􀀭􀁤􀀬􀁊􀀠
, 70, I .. t-. 'i v,t!) -'" 1.:./"-'0 ".I[ Click Here to Print Page J 􀁒􀁁􀀻􀁎􀁾􀁂􀁉􀁎􀁄􀀠1800 Series, 1800-SAM 1800-PRS, 1800-SAM-PRS Primary Application Industries leading series of
spray sprinklers for turf and shrub applications. Featuresl • Precipitation rates matched across sets and across patterns. • Ratcheting on all models. • Exclusive pressure-activated
wiper seal. • Plastic and stainless steel materials, • Seamless, molded construction. • Strong, stainless s.teel retract spring. • Side or bottom inlet on 1806 and 1812 only. Industries
leading series of spray sprinklers for turf and shrub applications. ff<CA.J F<',nolilll1 tAl} II b-c. .6 􀁾􀁾􀂷􀀮􀀺􀁲􀀼􀁻􀁙tV'\. 􀀨􀁾􀀮􀀠D f; {..\..5;) 􀀱􀀱􀀼􀀮􀀼􀀢􀀢􀁯􀁾􀁾􀀭􀀭􀁈􀀠Operating
Range • Precipitation Rate .42 to 11.7 inches per hour. • Spacing: 3 to 20 feet. • Pressure: 15 to 70 psi. • Specifications • Flow-by 0 at 8 psi or greater: 0.05 GPM otherwise. Dimensions
• 1/2" female threaded inlet. 1800-SAM Series hnp:llwww.ewingl.com/ewing/htmjpgs/35003496.htm 8/17/2004 
t'age'(' 01 :t Ideal for use in areas with changing elevations. Features: • Built-in Seal-A-Matic (SAM) check valve. • Reduces low head drainage, puddling and erosion. • Eliminates the
need for under-the-head check valves. 1800-PRS Series Designed for areas with high and/or widely fluctuating water pressures. Features: • Unique built-In stem pressure regulator. • Delivers
uniform water distribution at an 􀁡􀁶􀁥􀁲􀁡􀁧􀁾􀀠30 pSi. • Ends misting and fogging caused by high pressure. 1800-SAM-PRS Series Meets the needs of all spray areas, regardless of changing
elevation or water pressures. Features: • Built-in Seal-A-Matic (SAM) check valve. • Reduces low head drainage, puddling and erosion. • Ends misting and fogging caused by high pressure.
Performance Charts 5 Series MPR 5 Trajectory • • Pressure Radius Flow Precip PrecipNozzle In/h ipsi ft. GPMiln/h i I 2.39 i SF 15 2 0.09 2.07 I I 8/17/2004http://www.ewingl.com/ewing/htmjpgs/35003496
.htm 
• 20 0.19 2.01 2.32 I 3 0.27 1.62 1.8725 4 , 0.41 1.58 1.8330 5 0.04 2.07 2.395H 15 2 0.09 2.01 2.3220 3 ,A 0.13 1.62 1.874 25 0.20 1.58 1.8330 5 2.390.03 2.0715 2 5T , 3 0.06 2.01 2.3220
1.62 1.874 0.0925 0.13 1.58 1.8330 5 2.39Oi02 2.075Q 15 2 0.05 2.01 2.32 , • 3 20 1.62 1.874 0.0725 5 0.10 1.58 1.8330 Series MPR 10 Trajectory • A i , Pressure Radius Flow Precip Precip
I i Nozzle psi ft. i GPM In/h In/h i , i SF 15 5 0.54 2.07. 2.39 20 6 0.75 2.01 2.32 !• 25 7 0.82 1.62 1.87 30 8 1.05 1.58 1.83 ! , ISH 15 5 0.27 2.07 2.39 20 6 0.38 2.01 2.32 A 25 7
0.41 1.62 1.87· 30 8 0.52 1.58 1.83 , I I 8/17/2004http://www.ewingl.comiewing/htmjpgsl35003496.htm 
rage 't 1lI '" 0.18 2.075 8T I 15 2.391 , , 0.25 2.32·6 2.0120 i 7 0.27 1.62 1.8725 8 0.35 1.58 1.8330 0.13 2.07 2.39:8Q 15 5 6 0.19 2.01 2.3220 • 1.87 7 0.21 1.6225 8 0.26 1.58 1.8330
10 Series MPR 15 Trajectory , Pressure RadiusiNozzle psi ft. , 10F 15 7 20 8• 25 9 i 30 10 10H 15 7 20 8 , .A 25 9 i 30 10 lOT 15 7 20 8 , , 25 9 i 30 10 10Q 15 7 20 8• 25 9 i 30 10
• .. Flow, Precip Precip GPM'In/h In/h, 1.16 2.28 2.63 1.30 1.96 2.26 1.44 1.71 1.98i 1.58 1.52 1.75 0.58 2.28 2.63 0.65 1.96 2.26 0.72 1.71 1.98 0.79 1.52 1.75, I 0.39 2.28 2.63 0.43
1.96 2.26 0.48 1.71 1.98i 0.53 1.52 1.75 0.29 2.28 2.63; 0.33 1.96 2.26 0.36 1.71 1.98 0.39 1.52 1.75 12 Series MPR 8/17/2004http://www.ewingl.comiewing/htmjpgs/35003496.htm 
Page:> or 􀁾􀀠30 Trajectory I • • 1 Nozzle Pressure Radius Flow Precip Precip I ; psi ft. GPM In/h In/h 1 112F • 15 20 25 30 9 10 11 12 1.80 2.10 2.40 2.60 2.14 2.02 1.91 1.74 2.47 2.341
2.21 2.01 12TQ I· 15 20 25 30 9 10 11 12 1.35 1.58 1.80 1.95 2.14 2.02 1.91 1.74 2.47 2.34 2.01' 2.21 12TT 15 20 25 30 9 10 11 12 1.20 1.40 1.60 1.74 2.14 2.02 1.91 1.74 2.47 2.21 2.01
12H 15 20 25 30 9 10 11 12 0.90 1.05 1.20 1.30 2.14 2.02 1.91 1.74 2.47 2.34 2.21 2.01 12T I , i 15 20 25 30 9 10 11 12 0.60 0.07 0.80 0.87 2.14 2.02 1.91 1.74 2.47 2.34 2.21 2.01 12Q
l • 15 20 25 30 9 10 11 12 0.45 0.53 0.60 0.65 2.14 2.02 1.91 1.74 2.47 2.34 2.21 2.01. 15 Series MPR 30 Trajectory I • I • 8/17/2004http://www.ewingl.com/ewing/htmjpgs/35003496.htm

INozzle 15F • lSTQ • 15TT .. 􀁾􀀠I ISH ... , 1ST , lSQ •, Pressure psi 15 20 25 30 15 20 25 30 15 20 25 30 15 20 25 30 15 20 25 30 15 20 25 30 Radius ft. 11 12 14 15 11 12 14 15 11 12
14 15 11 12 14 15 11 12 14 15 11 12 14 15 Flow1precip Precip GPM 􀁾􀀠In/h , In/h , 2.60 2.07: 2.39 3.00 2.01 2.32 3.30 1.62 1.87 3.70 1.58 1.83 1.95 2.07 2.39, 2.25 2.01 2.32 2.48 1.62
1.87: 2.78 1.58 1.83 1.74 2.07 2.39. 2.01 2.01 2.32 2.21 1.62 1.87 2.48 1.58 1.83 1.30 2.07 2.39' 1.50, 2.01 2.32 1.65 1.62 1.87, 1.85 1.58 1.83 , 0.87 2.07 2.39 1.00 2.01 2.32 1.101
1.62 1.87 1.23 1.58 1.83 , 0.65 2.07 2.39: 0.75 2.01 2.32 0.82 1.62 1.87i 0.92 1.58 1.83 15 Strip Series 30 Trajectory • .. Nozzle Pressure WxL Flow I I , I : 8117/2004http://www.ewingl.com/ewing/htm
jpgsl35003496.htm 
Page 7 01'9 1 psi ft. GPM 15SQ 15 18 x 18 2.68 20 19 x 19 3.06 i • 21 x 21 ; 25 3.42 i 30 23 x 23 3.73 15EST 15 4 X 13 0.45 20 4 X 14 0.50 ; ! 25 4x 14 0.56 I -30 4 X 15 0.61 ! 15CST
15 4 x 26 0.89 20 4 x28 1.00 I -25 4x 28 1.11i 30 4 x 30 1.21 . I i15SST 15 4 X 26 0.89 ; 20 4 X 28 1.00 ! I -:25 4x 28 1.11 30 4 x 30 1.21 I !9SST 15 9 x 15 1.34 20 9 x 16 1.47• 25
9 x 18 1.60 30 9 x 18 1.731 16 Series M PR 15 Trajectory . • • Nozzle .Pressure Radius Flow. psi ft. GPM ' I 8/1712004http://l.vww.ewingl.com/ewing/htmjpgs/35003496.htm 
13 2.37 116 F-SLA I 15 1 20 14 2.66 * 15 2.9625>1\ 30 16 3.221 I I I 1 I16H-SLA 15 13 1.181 20 14 1.33 :l;Ik 25 15 1.48 1.6130 16 15 13 0.5916Q-SLA I 20 14 0,67 \10 I 25 15 0,74 30 16
0,81 i 22 Series MPR 3S Trajectory • A ! Nozzle: pre;:rre Radius. Flow ft. :GPM i , 22F-SS 15 171 2.37l . 20 18 2.66 i 􀁾􀀠, 25 19 2.96 I 30 20 3.22 :22H-SS 15' 17 1.18 I 20 18 1.33
:l;Ik 25 19 1.48 I I 30 20: 1.61 22Q-SS 15 17 0.59 8/1712004http://www.ewing1.com/ewing/htmjpgs/35003496.htm 
• • , 0.67120 18 If: 25 19 0.74 30 20 0.81 l'age':l 01 . . .. ... -_.. ..-.􀁾􀀠5 Series Stream Bubbler Nozzles o Trajectory Nozzle Press.ure Radius Flow PSI ft. GPM * 5F-B 15 5 1.50
20 5 1.50 25 5 1.50 30 5 1.50 5H-B 15 5 1.00 20 5 1.00 25 5 1.00 30 5 1.00 5Q-B 15 5 0.50 20 5 0.50 􀁾􀀠25 5 0.50 30 5 0.50 SCST-B 15 5 0.50 20 5 0.50 25 5 0.50 30 5 0.50 Note: Indicates
adjusted radius @psi shown. Note: Flow @adjusted radius of 5 feet. 8/17/2004http://www.ewingl.com/ewing/htmjpgsl35003496.htm 
ragtl 1 Ul 1 Click Here to Print Page TORO Toro Compensating Flood Bubbler Nozzles Features: • Built-in pressure regulation • 2 GPM adjustable flow • 0.25, 0.50 and 1.0 GPMflxedJlow
• All pressure compensating, maintaining constant 30 PSli performance at pressures exceeding 30 PSI • Use on shrub adapter, 570Z Series sprinkler, 570 risers :and riser extenders Specifications:
• Recommended operating range: 20·50 PSI • Maximum operating pressure: 75 PSI 8/17/2004http://www.ewingl.com/ewing/htmjpgs!30009202.htm 
Ewing Inigation Products Catalog: 35003,:lU ( Click Here to Print Page J Plastic MPR Nozzles Primary Application Matched Precipitallon Rate (MPR) nozzles simplify the design process
by allowing sprinklers with various arcs and ready to be mixed on the same ci rcuit Models available for spacing from 3 to 20feet. Fit all Rain Bird spray heads and shrub adapters. Features ·Matched precipitallon rates across sets and across patterns in new 5 Series, 8 Series, 10 Series, 12 Series, and 15
Series for even water N()l' OTl1 A...1Jff..pJ1tia __--...!,,_'􀀧􀁴􀀮􀀮􀁬􀀡􀁌􀁉􀁉􀀮􀀭􀁟􀁾􀁟􀀠distribution and design 􀁾􀀠flexibility. -New 5 Series nozzles meet small-area shrub or turf
requirements. 􀁎􀀬􀀴􀁊􀁎􀁾􀁂􀁉􀁎􀁄􀀠 -New and improved 8 Series nozzles now have a lower water flow which allows more spray heads per zone. -1800 Series white filter (.035" x .045")
screens (shipped with nozzles) maintain precise radius adjustment and prevent clogging. (New and Improved 5 and 8 Series nozzles are shipped with blue fine-mesh (,02" x .02,,) filter
screens.} -Stainless steel adjustment screw to adjust flow and radius. Operating Range: -Spacing: 5 to 15 feet (1,5 to 4,5 m) -Pressure: 15 to 30 psi (1 to 2,1 bar) -Optimum pressure:
30 psi (2,1 bar) Models -5 Series ·5 Series: bubbler nozzles -8 Series ·10 Series -12 Series -15 Series ·15 Strip Series '16 Series: stream spray -22 Series: standard stream spray 8/17/2004http://www
.ewing1.com/ewing/htmjpgs/35003820.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste.103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: June 28. 2005 Submittal # :LI___.....:6:::9'-.!.1___--..J
New Submittal: X To: HNT8 f Town of Addison Re-Submittal : 16801 Westgrove Addison, Texas 75001·9010 Project: Arapaho Road Phase III ANJ # 204059 (972) 450-2886 Engineer: HNTB Attn:
Guy Van-Baulen Submittal Specification Reference: 02810 -Irrigation System Description of Submitted Item: Mint Clik II Rain Sensor Manufacturer/Sub/Supplier: American Landscape syistems
Related Section I Drawings: 02810-20C Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of (he Contract
in all respects, except as othelWise indicated." Titre: Asst. Project Manager Reviewed by: Andrew Schneemann Date: June 26, 2005 Copy: ____􀀭􀀧􀁆􀁾􀁩􀁉􀀡􀀺􀀮􀁥____ Engineer's Stamp SHOP
DRAWING REVIEW Review Is only for general conformance 'with the design concept of the contract documents. Markings or comments shall not be 􀁣􀁯􀁮􀁳􀁴􀁲􀁵􀁾􀁤􀀠as relieving the contractor
from compliance with the project plans and specifications, nor departUres therefrom. The contractor remains solely responsible for details and accuracy, for confirming and correlating
all quantities and dimensions, for selectlng·fabricatlon processes, for techniques of assembly, for safety and for satisfactory performance of his work. 0)10 Exception Taken 􀁉􀀡􀀡􀁦􀁾􀁡􀁫􀁥􀀠Correct
ions Noted I!I Amend and Resubmit C Rejected -See Remarks "* 􀀤􀀢􀀢􀀬􀁾􀀪􀀮􀁊􀀮􀀮􀀮􀀮􀀭􀁉􀀧􀁁􀀮􀁾􀀠1/001. c:.<......Q-C 􀁲􀁺􀀮􀀬􀀮􀀮􀀬􀁾􀀢􀀢􀀠fir.a:tE . 􀁾:s-.r,c...!' ft-Lo.! fIr--,J-ro--IS<r
r,cs.s 􀁬􀀢􀀧􀀢􀀢􀀻􀀢􀀧􀁌􀁾􀀠A-s: fe--TOw,..) dl'" At?o i1"",..) 􀁾􀀡􀀺􀀢􀁣􀀮􀁩􀁐􀀧􀁜􀁾􀀢􀀬􀁤􀁾􀀮􀀠
Page 1 of 1 Olg)Jo 20 c.. 􀁛􀁾􀀭􀀭􀁾􀁃􀁾􀁉􀁩􀁾􀁣􀁫􀁾􀁈􀀷􀁥􀀭􀁲􀁥􀀭􀀭􀁷􀁾􀁐􀁾􀁲􀁾􀁩􀁮􀁾􀁴􀁐􀁾􀁡􀀭􀁧􀀭􀁥􀀭􀀭􀀭􀀧􀀩􀀠Mini·Clik II Rain Sensor Mini Clik shuls off your irrlgation controller
during rainfall and keeps it off until your turf and shrubs are thirsty again! Mini-Clik measures rainfall through moisture-absorbing (hydroscopic) discs that absorb water and dry out
at the same rate as<turf. When exposed to rainfall, the discs swell caUSing a break in the circuit between valves and controller. When the discs dry out, the system circuit is reactivated.
Switch rating: UL listed 10.1 amps, 1/4 H.P at 1251250 VAC. " • Rainfall settings at 1.8", 1/4", 112", 3/4", or 1". Accurate to within 1/16". Includes aluminum mounting bracket and 25ft.
#20 two-conductor wire and short lead wire for "normally open" wiring. 8/17/2004ltttp:llwww.ewingl.comlewing/htmjpgsl26004110.htm 
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL O.te; June 28. 2005 Submittal # :LI___-:;Sc;::B;..:.1___--'
New Submittal; To: HNTB I Town of Addison Re..submittal : 16801 Westgrove Addison, Texas 75001-9010 Project Arapaho Road Phase III AfW# 204059 (972) 450·2886 Engineer: HNTB 􀁁􀁴􀁴􀁮􀁾􀀠Guy
Van·Baulen Submittal Specification Reference: 02810 • Irrigation System Description of Submitted Item: Irrigation Controller Manufacturer/Sub/Supplier: American Landscape Syslems Related
Section I Drawings: 02810--20C Additional Comments; Contractor1s Certification "Having Check.ed this submission. we certify that il conforms to the requirements of the Contract in aU
respects, except as otherwise indicated.􀁾􀀠Title: Asst. Project Manager Reviewed by; AndreW Sdmeemann Date: June 28, 2005 File Engineer's Stamp SHOP DRA. WmG REVIEW Review Is only for
general conformance with the design concept of the contract documents. Markings or comments shall not be 􀁾􀀢􀁵..strued as relieving the contractor from compliance with the project plans
and specifications, nor departures therefrom. The conllractor remains solely responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selectlng>fabrlcat
lon processes, for techniques of assembly, for safety and for satisfactory performance of his work. [J 􀁾􀁯􀀠Exception Taken I!il'Make Corrections Noted C Amend and Resubmit o-aejected
-See RelnaI'ks 􀁾􀀠U,..i-r Mu.-:;;( lb...,&, &AL<:1 -.r Oy.-fI,JOf"rt'l.N,"* ';fa-AOQi-r-,d,JAL A/dr 6 S I", 􀀧􀀻􀀺􀀺􀀧􀁾􀁍􀀮􀀮􀀠
Evolution DX2 Stainless Steel " -.-..... Pedestal Cabinet 􀀬􀁾􀀠.' , --... AC on/off switch with built-in GFI -, utility outlet " . '<.r-',Louiiered vents top ,"ahd bottom with spiash
'guard filter CONTROL SYSTEMS Locking Lid ,-, r· • ,"" ..,-,' 􀀾􀀺􀁾􀀻􀁜􀁻􀀮􀀭􀀬􀀮􀀠I' ,-􀀮􀁾􀀠... , " ,'; -\' , , , 􀁾􀁬􀀠, " j. ," .., '" , .. ,' 􀀧􀁩􀀻􀁅􀁾􀀭􀀭􀀭􀁴􀀭􀀭􀀺􀀭􀀺􀀬􀀭􀀭􀀢'
􀁾􀁨􀁧􀁬􀁥􀁤'station' , ',termiriilfilo:ards , ":, provide easy' ',accessibility , .' . \: ':,:\i: 􀀬􀁾􀀠"'., , ,':,"., : -, ;', ,: .t1. ': . ',. _ " t 􀀧􀀬􀀧􀀮􀁾􀀺􀀠1,. 􀁾􀀧􀀠.. " ,
;". 1.'.: :. ,', ...,:,,': 􀁒􀁡􀁩􀁮􀀮􀁍􀁾􀁳􀁴􀁥􀁲is atethnolofJY-based, innovative/e;lVirorlmentally sensitive company ••􀀬􀁣􀁦􀀺􀁦􀀡􀁣􀀡􀁩􀀨􀀻􀁾􀁴􀁥􀁤􀀠to providinfJ waJe,r􀁭􀁡􀁮􀁡􀁧􀁥􀁦􀀡􀀱􀁥􀁮􀁴􀀺
􀀺􀀤􀀮􀁾􀁬􀁬􀀡􀁾􀁬􀁯􀀡􀀬􀀡􀁳􀀠to the "irrigafion inau5t1! 􀀼􀀢􀁾􀁾􀁪􀁉􀁬􀁍􀁩􀁓􀁩􀁩􀁒􀂮􀀢􀀭, 1825-1 03 Surveyor A;'-nue, Simi Valley, CA 93063 ph: 805527-4498 Fox: 805 527-2813 ....I'Vo/UI
rninmnct""l"'rrtm 
o EVOLUTION DX2 SPECIFICATIONS The Evolution DX2TM irrigation controller shall be manufactured by Rain Master Irrigation Systems, Inc. The controller shall have the following features
and functions: 􀁾􀀮􀀮􀀮􀁬􀀬􀀮􀀮􀀩􀀠􀁾􀁰􀀭􀁁􀁯􀁲􀀩􀁉􀁾􀀶􀁾􀀠Part 1.0 -Hardware Features f'£1l-...,.•;::>..-_-L.__ 'Sr􀁡􀀼􀀺􀀨􀀮􀀧􀁾􀀧􀀠LA1 , 1.1 all mount cabinet or pedestal enclosure.
1.2 Station configuration options 6, 12, 18, 24, 30, 36, 42 or 48 stations. Dedicated outputs for 2 normally closed master valves, 1 normally open master valve, and 1 pump. i, 1.3 Connectivity
for 4 input sensing devices. F6ur pulse input type devices e.g. flow sensors, flow meters, ET device, rain gauge, anemometer, etc. 1.4 80 character LCD display \vith 24-key membrane
keypad. 1.5 Built-in remote control jack. Permanent internal remote mount available. 1.6 Built-in transient protection. 1.7 Optional lightning protection available. 1.8 Audible tone(s)
for valid or invalid operator entry. 1.9 Lifetime retention of the user's program and 'date/time, without the use of batteries. 1.10 All outputs are protected from field wiring short
circuits. 1.11 Built in amperage meter to accurately measure and diagnose valve solenoid electrical problems. 1.12 Modular architecture. Modular output boards (6 or 12 station) facilitate
maintenance and elitninates total controller down time. RMIS PART No. 500675 Rev. A Page 1 
EVOLUTION DX2 SPECIFICA TIONS 2.0 -Scheduling Capabilities 2.1 Operation of 12 conventional programs with 8 start times, 48 ISC (individual station control) or a combination of each.
2.2 Watering based upon 14-day schedules, skip day schedules, or 31-day schedules. 2.3 Continuous cycling of programs based upon user estahlished start and end times, with a programmable
delay/soak time. 2.4 Water budget per program from 0 to 999% itll% increments for adjustment ofprogram run times 2.5 Program by time. 2.6 Programmable monthly water total teIll'linates
over budget irrigation. 2.7 Quick station programming allows groups of stations to be programmed with the same runtime. 2.8 Programmable water window. 3.0 Program Serup Options 3.1 Programs
overlap protection or concurrent operation. 3.2 Irrigation programs, lighting programs, security, etc. (Non-irrigation programs are independent of rain shutdown mode.) 3.3 Inter station
delay from 0 to 255 seconds. 3.4 Runtimes from 1 second to 24 hours programmable in hours/minutes or minutes/seconds. 3.5 Master valve selections: 2 Normally Closed Valves or Normally
Open Valves with programmable delay from 0 to 600 seconds. Page 2 RM1S Part No. 500675 Rev. A 
EVOLUTION DX2 SPECIFICATIONS 4.0 Maintenance and Alarm Diagnostic Capabilities 4.1 Flow monitoring. Automatic alarm processing (which provides station and/or master valve shut down and
program advance as required) diagnosing and reporting station underflow and overflow, mainline breaks, and unscheduled flows. Maximum upper flow limit is 2000 GPM. 4.2 Electrical field
wire monitoring. Automatic alarm processing (which provides station shutdown and program advance) for station over current, short circuits, broken field wiring or faulty solenoids. _
4.3 Power monitoring. Automatic alarm prdcessing/reporting for power outages and power restoration. Intelligent program resumption for all outages or power glitches, no lost cycles Or
water window violations. 4.4 Communication monitoring. Automatic alarm generation/reporting for lost communications or restoration when using hard wire communications. Automatic fault
isolation of communication wiring problems to wire path between controllers. ) 4.5 Diagnostic lights ((LEDs) for all station outputs as well as the dedicated outputs: MV1, MV2, N.O.
MV, and PUMP. Lights indicate when 24 VAC is at output terminal. 4.6 Built-in test (BIT) functions allow selected controller circuitry to be field-tested. 4.7 Manual test mode. Allows
user to automatically advance from station to station using manual run time while displaying valve solenoid electrical current for each station as well as station flow in GPM. 4.8 Manual
station and manual multi-station modes. -Turns on any station for user entered runtime and automatically selects usage of the proper master valve and/or pump for this station. Multistation
mode allows an)' single station or output to be turned on individually orin combination with an)' other station(s). Valve solenoid electrical current is displayed. 4.9 Manually entered
program . .Allows user to enter a one-time program to be run immediately or scheduled for later in the da\". The manual program is independent of automatic programs and shaU start only
one time. 4.10 Manual start ofautomatic programs (1-12). Start any program independent of tbe scheduled start time and water day. RMIS PART No. 500675 Rev. A Page 3 
􀁾􀁒􀁁􀁉􀁎􀁉􀁖􀁉􀁾􀀠 EVOLUTION DX2 SPECIFICA TIONS 5.0 Miscellaneous Features 5.1 English/Spanish language selection. 5.2 Automatic limit setup Oearn mode) for flow and current. Global
percentage adjust for limit establishment. . 5.3 Omit by date allows the user to enter up to 15 dates to exclude irrigation. 5.4 Operates as a standalone or central. 5.5 Fertilizer injector
station with programmable delay from 0 to 255 seconds. 5.6 Flow Max -This exclusive feature allows controllers with a single point of connection to share a pump, master valves, and flow
meters without the need for peripheral wiring/relays. All flow limits are dynamically managed as stations across controllers transition off and on. Features include: A. Automatic protection
and report for main line breaks, unscheduled flow, station high and low flow. . B. Read flow at any controller C. Dynamic monitor shows system starus at all times D. Pump protection
during exception conditions 6.0 Electrical Specifications . 6.1 Input Power Required: 117 117 VAC + /-15%, 60 HZ, 20 VA, plus load current. 6.2 Maximum load current per station or master
valve output: 1 AMP 6.3 Maximum combined load current: 2 AMPS 6.4 No batteries required. Page 4 RMIS Part No. 500675 Rev. A 
Evolution DX2 Stainless Steel Pedestal Cabinet Installation 15.5" 1 33.5" Mountinlj Pad28"x 28 x 8" minimum concrere Plld with beveled edges ---.,..--' Pedestal Mounting Mounting Templateprovided
for easy installation 1.75" typ. Cl 􀀭􀀶􀀮􀁓􀀢􀀭􀁾􀀠:0 @I o ® 􀀳􀀮􀁾􀀢􀀠-+1--®,-1-+--"'-.o.13.5" @CD􀁊􀁟􀁉􀀢􀀧􀂷􀀺􀁏􀀢􀀬􀀮􀁾􀀬􀀮􀀢􀀬􀂩,>Front ",", If-'--􀁬􀁓􀀢􀀭􀀭􀀭􀀭􀀭􀁾􀀠Bolt Holes-stainless
steel hardware standard with enclosure lrem Description A,B , 2" conduit -station wiring , C 1II conduit· communication D AC power conduit E 1" conduit· sensor wiring F External anrenna
G Grounding rod , , Bolt and Conduit Template ' RMIS Part No. 5005G1 Rev. B Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water
management solutions to the irrigation industry. 􀁾􀀢􀁁􀀧􀁎􀁉􀁗􀀮􀀡􀀡􀀢􀀧􀁾􀁊􀀬􀀮􀁾􀀠 3910-B Royal Avenue, Simi Valley, CA 93063 ph: 805527-4498 Fax: 805 527·2813 
Evolution DX2 Stainless Steel Pedestal Cabinet AC on/off switch with l:iuill'-in Gfl utility outlet Stainless steel document basket Two j)!)int latchingutility door RMlS Port No. 500502
Rev. B Louvered vents tap and bottom with splash guard filler Locking lid Natural brushed stainless steel Sriish reflects surrounding colors Angled station lerminal boards provide easy
accessibility Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water management solutions to the irrigation industry. 􀁾􀀢􀁁􀀮􀁎􀀢􀀢􀀡􀀺􀀡􀀢􀁾􀀢
􀀬􀁾 3910·B Royal Avenue, Simi Valley, CA 93063 ph: 805527-4498 Fox: 805 527-2813 
of ,001, and capabilities. packaged in a simple, i'.almos, thinks for irself. notifYing and even Vers.tile ProgrannDiiig Oprratiim tif12 􀁃􀀻􀀻􀁦􀀧􀁉􀀮􀁴􀁬􀁭􀁾􀁯􀁦􀁵􀁺􀁬Programs i1/ld!Of
individtlal s/(Jtion control Up to "8 rtart:.!ti"w 􀁾􀁾􀁣􀁨􀀠or ronrinuoUJ cycle with progmmmabk 􀀡􀁾􀁫time 14 d4y "h,du/t. ,kip by d4} od/day waNting "h,du/" Multiple Mtl.ifer \&lve
-ul«t one 0/two ;nmttr woo. andif pump. on aperprogram basis. 􀁤􀁴􀁨􀁾normaU] Dpmtd or 1Wrmtllly cu;sd. Multi-Lingu,allntu{ac( 􀁾􀀠t1nigntd tv cptrau in sromtllA11fUdf!s ProUwnm.tbk
ltalion T1lJrtim(J from 1 5tcoTUi to 24 houn i!lttr-JUltion dtfa) /rum 0 l() 255 !«fJntiJ Water rationing tools Wftto budgetfrom 0 to 999% in 1%i1lf:remm(J fugrammabk WIltu window Programmable
mQnthfy water torol tmnimttfs ovu-budgtt irrigation Omit by datt adu.rioRfillf'Un Programmahk rain ftaturL ReGabie Modular Design Modular swrt circuit proofOUtpllt! iJlJllilabft[rum
648 Jlttlions in 6JIluiOIl inmmtnts Upgradt for untrttl communications at nn] time Indtjiniu mmrion ofpTOgt'llnlJ d1 lIitl! (lJ timt and d4u during nl/pawufoilurtf Optional JMall} duty
itghtning and 􀁊􀀯􀁬􀁲􀁧􀁾􀀠for lightning pront amJJ .lntegrat«! Flow Monitoring 􀁐􀁲􀁴􀁣􀁩􀁉􀁾􀀠high/low station, mninline, and tlmdudukd limiu • 􀁄􀀩􀀷􀀱􀁡􀁾􀁩􀀨􀀠limit adjust11unt
for mu/fiwstation ojJlration Auto kantfonction with diri!ct GPM r(atiout in display Inttl1igmt almm notijiult1im. ifOmltJ mtdtmn.:ttiOIl, 1Indprogmm adtMm:tmmt \ lntegxa,ed Electrical
Cunent Monitoring -) Builtwin tkrtricdl curnmt m(t(r with Ampeml( V;(Wa/in dfiplay ContinU()W' dtmTca{ mttmlrnnmt ()fstlttion solt1loitU. mamr va/Uti, pumps Autfl kant fimction with
adjwrahk high and low limits • Dynam;c limit 􀁡􀁤􀁪􀁷􀁴􀁭􀁾􀁮􀁴􀁦􀁯􀁲􀀠􀁭􀁾􀀯􀁴􀁩􀀭􀁭􀁴􀁴􀁩􀁯􀁮􀀠opuation lntdligmt alarm ne:ifiart!o1l, wtion (ondntmtuion, Imtiprogmm tidlHJJlCfflIt'IIt
Intelligent Single Point of Connection Operati(Jh • Shau a singleflow mttl!r and mttJtzr tJIllvtlpump amu 􀁭􀁵􀁬􀁴􀁩􀁰􀁻􀁾􀀠rontroll.trl. • Fww limits 11ft intdligffltly and dynamically
updaud fJ.J J st4tioru ITttmition providingfi,)lprot«rion for mainlini!, station. and IImchdukdfow • &adflnv at flny CQnrrol1er Manual Diagnostic Features Multi-station opemtion with
irutanta;uollJ jlowlatrrmt viewed in diJpfay Systtm swion duck QmtroUtr 􀁢􀁦􀁬􀁪􀁬􀁴􀁾􀁩􀁮􀀠ulftrst Diagnostic LED!for all outputs Rain A[a;ttr Rtmou rurd, Multi-mode reliable communications
• hi-dir«tional(l1.tJIrwllJ) rommunicl1t;om ertSll" inugriey 0' Hardwirt, UHFpoint to point radio, trunk mdio. cellular; UHFmire and flf/yard radio, phone, rtptttt« optnJtion Field or
Central Programming Full Jifppartfor (ontroUrr programming itl the fidd or (It mmr:l ((tilizing comparisf)!l fflanagcmtnt l(w/s on thr PC Tiw-/tydptrnwordaeUJs IlCtitwud by tIM mer prouds
against Imatttlmriud lfIodificatio}'JJ to controller programs 1825-103 Surveyor Avenue' Simi V,liey. Cali forni, 93063 • 805.527.4498 • Fax 305.527.2813 • '",,,,.rninm.,,er.com 􀁾􀀠
EVOLUTION DX2 • FLO. . 􀀮􀁾􀁓􀁏􀁒􀀠INSTAUATION /􀁲􀁙􀁾􀀺􀀧􀁾􀀺􀀻􀀻􀁾􀁾􀀠INMJTYPICAL SPUCE WIRES WITH INftIT 2+ CONNECTIONS WATERPROOF TYPE FOR FLOW CONNEOORS !NM 2 -􀁾WHITE \,"'; ..
􀁾􀀠.. I 1 { , I , ! "" ,.. ... _1,,-' " I, '" \""'1\-I ..-( .... \ 􀁉􀁟􀁬􀀢􀁟􀁾􀀧􀁦􀁾􀀬􀀠"1""1 -"\' >' "I , , I \ . .. ,"-I 􀁜􀁾􀀠\.-/.:" ... ,I" -" SENSOR IPROVIDEDI lNftIT I + VALVE
BOX u<PIJT I -MS!2WHl BLACK MS·BLACK 􀀬􀁾􀀧􀀠􀁾􀀢􀀢􀀭􀀧􀁜􀀢􀀢􀀧􀁪􀀠' .... -",'-,,-, , .. 􀀭􀁾􀁜􀁾􀀭􀀢􀀧􀁉􀀭􀁉􀀢􀀧􀀭􀀼􀀭􀁜􀁾􀀮􀀺􀀢􀀭􀁉􀀠􀁜􀀦􀀢􀀺􀀧􀀧􀀧􀀭􀀯􀁾􀀯.... , .......... "-:....
I ",., " ... "';", _ I " "'cI'''''):,_ 1,A·, "1_\1' ...... -JI '/',.:::-.... 􀁾􀀭􀁾􀁉􀀠􀀧􀁦􀀧􀁾􀁾􀁾􀀢􀀢􀀭􀀢􀀡􀀠... 􀁾􀀮􀀠i" '" ... ...,."--./It ,,, , 􀁾􀀠MSl!WHl , I I \ I , I , ! I
\ I ,[ .. I I ;//􀁾􀀮􀀠I I,,"{I '.)I( 􀁾􀀮􀀮􀀠fl" "I " I,. '" "" ...... _ I " " '" /_ .... I I""','"I .... /. 1-....-: --,,SENSOR ,-I,,, ,\\_ ', ....... ,\\_ 7" ...' t \ (" "\ \ \ ,
I ....... 1, _,' ... 1 ... " .. ",' \', '..' (t, ... '. _TERMINAt BOARD 􀀡􀀢􀀧􀁟􀁾􀀢􀀬􀀬􀁟􀀠.... j"'_ -,I .""."""PC-DX2ST" " '.,\-"A..\" .. ,"" -1""" ....-/'''/" /"\'INSIDE CONTROllER
I';. I'" ,,'" _.: " 􀁾􀁉􀀠􀁾􀀠,"".:·"')f-..... I􀁾􀁾􀀠􀀧􀁾􀀢􀀠\./,'.-_ \'-•• 1,.\-\􀀢􀀬􀁜􀀭􀀭􀁜􀀬􀀬􀀢􀀢􀁾􀀧􀀠I 1-. " .... "" .... -I \ I -' ........ \ .... -./1 I 􀁾􀀠.... 􀁾􀀠􀀬􀀬􀁾....
-). \-, 􀀭􀁾􀁾.....􀁾􀀬,,\'-/\"", _' 􀀧􀁅􀁖􀀭􀁾􀁂􀀻􀁓􀂣􀁎􀁾􀁂􀁕􀀺􀀧􀀢􀀠... 􀁾􀀬􀀠 ,-, .." 􀀡􀁜􀁾􀁾􀀠... -I 􀀭􀁉􀁜􀁟􀀧􀁾􀀬􀀬􀀭􀁉􀁜-, I "I ',I ' "I I ,.., ........,....--{ I , . ' \ •
I' 1 " ' /,' I " DIRECTION OF flOW 􀁾􀀢􀁉􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁉􀀧􀀧􀀧􀀧􀀬􀀧􀀧􀁉􀀭:.,.\ .... # ..􀁾􀀬􀁴􀀠.... "1 .. -!,... 1 .. ;;1 ...-....' ....􀁾.. -... 􀀭􀀡􀀮􀀮􀀮􀁩􀀧􀁜􀀧􀁾􀀢􀀬􀀧􀀮􀀺􀂷􀀮􀀺􀀠..􀁾􀁉􀀧􀁉
􀁟.... -:..i'\ .... "';I ...-:. ...,"I_.... 􀀭􀁾􀀻􀁜􀀠.... "."/f'·:':'.' 􀁾􀀢􀀧􀁟􀀧􀀬􀀧􀀭􀀮􀀺􀁾􀀧􀀬􀀧􀀮􀀨􀀢􀀬􀀭􀀬􀀢􀀮􀀺􀀺􀁬􀀭􀀭􀁾􀀠,---;-;-':..t I,' 􀁾􀀬􀀠\..-""'\ __ 􀁜􀀬􀀬􀀢􀁾􀀧􀀠...
\_ """', __ \ .. ";''', _\,,'""",_ \ ....... 􀁾􀀬􀀠.... __ \/""f .... \ __ \ .... ""' .... 􀁜􀁟􀁾􀁜􀀠... ,.1",_ \ .. " I 0 PIPE DIAMETERS 􀁓􀁾􀁜􀀿􀁾􀁒􀀠5 PIPE DIAMETERS DIMENSION 'I<
DIMENSION 'B' NO VALVES, REDUCERS, .. I OR ELBOWS IN THIS AREA EXAMPLE: FOR 3" flOW SENSOR, DIMENSION 'K MINIMUM 30" DIMENSION '8' MINIMUM 15" UP9n complelion of the physical installalian
of the now sensor, complete the wiring connection from the Row sensor to the DX2 controller by Following the procedure below. 1. TURN THE POWER OFF AT THE CONTROLLER 2. At Ihe Flow Sensor:
Connect the BLACK wire of Ihe Flow Sensor to the BLACK wire of the "EV-CAB-SEN", sensor cable. Connect the WHITE wire of the Flow Sensor to the WHITE wire of the "EV-CAB-SEN", sensor
cable. ·Use the weatherproof connectors provided with the Flow Sensor to make the connection. 3. At the controller: Connect BLACK wire of "EV-CAB-SEN" to "INPUT ]-" of the SENSOR TERMINAL
BOARD \PC-DX2ST\. Connect WHITE wire of "EV·CAB·SEN" to "INPUT 1+" of the SENSOR TERMINAL BOARD PC-DX2ST. 4, Turn POWER ON attha Controller. 5. Set the Rain Master "K" and nOFFSET" values
for the Flow Sensor at the conlroller based an Ihe type and size of Ihe Flow Sensor installed. REFER TO THE TABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT lfKlf AND "OFFSET" FOR YOUR
APPUCATION. RM!S p.,! No. 500528 Rev, S RAIN MASUR IRRIGATION SYSTEMS· 3910'B ROYAL AVENUE, SIMI VALLEY, CA 93063 • 805-527-4498 
, 􀀧􀁾􀀭􀀮􀀠; RAIN MASTER FLOW SENSORS SELECTION CHART FLOW SENSOR PIPE SUGGUSTED MAXIMUM K VALUE OFSET BODY CONNECTION MODELNQ. CONNECTION OPERATING RANGE WATER PRESSURE VALUE MATERIAL
TYPE SIZE FS-B100 1inch 2··40GPM 400 PSI 109 27 Bronze NPT female FS-B 125 1\-\ inch 3 -60GPM 400 PSI 209 32 Bronze NPT female FS-B 150 1\I, inch 4-80 GrM 400 PSI 291 24 Bronze NPTfemaJe
1'8-8200 2 inch 10-100 GPM 200 PSI 750 0 Bronze NPT female with copper male adapters FS-B250 2 y, inch 16-160GPM --200 PSI 1021 370 Bronze NPT female rS-lso I Y, inch 5 -100 GPM 100
PSI fal68" F 457 0 PVC Slip 1'5-200 2 inch IO-200GPM 100 PSI « 68" P 776 104 PVC Slip FS-300 3 inch 20-300 GPM 􀁉􀁏􀁏􀁐􀁓􀁉􀁾􀀠68° F 2268 483 PVC Slip FS-400 4 inch 40-500 GPM 100 PSI
G,68· F 3752 834 PVC Slip............... FS-INSERT-B 3 to 40 inches Varies, Call Factory 400 PSI See atlached table RMIS Part Requires pipe saddle with 2 No, 5007[2 inch female NPT RMISPARTNo,
500711 Rev. A Page 1 
RAIN MASTER EV-CABLE SPECIFICATIONS USAGE PART # CONDUCTORS MAX. LENGTH Hard Wire Comm Cable EV-CAB-COM 2S 5000 ft Shorr Haul Modem EV-CAB-SH-COM 4S 5000 ft Weather Center II EV-CAB-WS12
12S 1000 ft Flow Sensor EV-CAB-SEN 2S 2000 ft S = Indicates shielded CABLE DESCRIPTION Part # Description EV-CAB-COM 2 #20, full braid shield, 100 Ohm impedance one copper, one tinned,
black jacket, direct burial. 2 conductor direct burial shielded communication cable used for hardwire satellite serial link up to 5000' in length. EV-CAB-SH-COM 4 #18, foil shield w/drain,
blue jacket, direct burial BLK, WHT, RED, GRN. 4 conductor direct burial shielded communication cable used to interconnect a pair ofshort haul modems (EV-SH-MOD) between the central
computer and first satellite in a hardwire serial connection. More than 100' in length but not more than 5000' in length. EV-CAB-WS12 12 #18, foil shield w/drain, black jacket, direct
burial RED, BLUE, RED w/BLACK STRIPE, BROWN, BLUE w/BLACK STRIPE, ORANGE w/BLACK STRIPE, ORANGE, YELLOW, BLACK wiRED STRIPE, BLACK, YELLOW w /BLACK STRIPE, BROWN w/BLACK. 8 strand direct
burial #18 shielded wires used to connect a Weather Center II to a Evolution DX2 controller. Not longer than 1000' in length. EV-CAB-SEN 2 #20 foil shield w/drain, black jacket, direct
burial BLK, WHT. 2 conductor direct burial shielded cable used with all field sensor connections to satellites such as flow sensors and moisture sensors up to 2000' in length. ALL EV
CABLE MUST BE CERTIFIED BY RAIN MASTER IRRIGATION SYSTEMS 􀁾􀁒􀁍􀁾􀁉􀁾􀁓􀁾􀁐􀁾􀁡􀁲􀁴􀁾􀁎􀀭􀁯􀀢􀁾􀀵􀀰􀀰􀀭􀀶􀀭􀀵􀀴􀀭􀁪􀀭􀁾􀁾􀀭􀀢􀁾􀁁􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Page J 
T1MoHHTB_1u 15150 Surveyor Blyd, Telephone (972,) 361-0064 ErnJineers Ard1!t@d:$ PJ"nners Addison rx. 75001 facsimile f97Z) 361-0065 www.hntb.coffi HNTB.Job II 25768-Ar.Ipaho Rood •
Phase m YIA Hand o.liwrod -l,:ropm Date: 1uly7. 2005 To; Ben W"1Iher.dLetter of AttherW<stem eon_n.ltd. c-INTBTranSftlittal 2121 Avenue T Suite 103 Arlinstcn, TX 76006 ....... _lniJtoyoq:
Estimate. :x: Plans Prints __ Reports __ Shop Drawinqs __ Samples __ Change Order Disk Copy of letter Book other #: or Copies Drawing # Last Dated Code Description 1 I Sb..,U.li8.·-.:---.1-6OCI2"'6"'
O:::5O---.----'I'c··-ST-A-65-'OO-to-1O-'OO--S-it-"",,--rk-La-yo-.-t-&-Dl\1l-·-'-n-'jon-in-g-p-l..----i pgl95 . I Th........ trensmltted: For approvai As requested Copies for distribution
􀁾Foryouruse Resubmit For Review & comment Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted Pl•••• note:: The PDF Ii'"far
till.....IdJ'llCt .-will lie .-_11 for your ..... o •••• s_tit....""ldolD' .... _wn wn "'-wlth.1to nla dlae of tlto ....__tlto __of tIto SGT(BIHB-03A ._tonal. to tIto T-41'11il. TItan
win IM ..__of. ___1Ii"".aII _ .......uit, ____tIto co 1i..1 bid_ .. 4zL'?vZ-Capyto: Yde Jerry D. Holder. HNTB Corponli011 MibP,.,to", HNTB Corporation _ 􀀤􀀮􀁔􀁾􀁖􀀼􀀡􀀮􀀭􀀬􀀭􀁂􀁾􀀬􀁪􀁩􀁾􀀠􀀾􀁾􀁾􀀠.�
�􀂷􀁾􀀬􀁻􀀿􀀻􀁉􀀱􀀡􀀺􀀻􀁾􀂱􀁾􀁾􀁊􀀺􀁗􀀧􂂬􀀮􀁾􀀻􀀡􀀨􀀭􀀺􀁾􀀭􀀺􀀮􀀧􀁯􀀨􀀻􀀭􀂷􀁾􀀠􀁴􀁾􀁾􀀬􀀧􀁾􀁾􀁾􀁟􀀻􀁾􀁾􀁩􀁻􀁴􀁲􀀻􀀺􀀠.,0,
--N .---I I I I 1:..=:::=.:-.:-. -􀀭􀁾􀀮􀀠􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀭􀀭􀁾􀀠 I I I I I I I I I ..-eo• GENERAl. NOTES: 1.) 􀁾􀁾􀁈􀁴􀁏􀁾􀁔􀁉􀀢􀀢􀀧􀁔􀁁􀁉􀁬􀁴􀁗􀁊􀀮􀁏􀁏􀁜􀁬􀀧􀁬􀁩􀁬􀁬􀁦􀁴""".................
2.) _ '1M: $\.R\/EYt:e:JH'1l'IOl.l'tNI &£erS 'I'I'flloIIH """seT 􀁐􀁉􀁏􀁒􀁾􀁔􀁴􀀨􀀻􀀺􀁃􀁬􀁈􀁔􀁪􀁑􀀬􀁾􀁾􀀠1) 􀀱􀁉􀁴􀀮􀁬􀀮􀁾􀁉􀀡􀀻􀁉􀁯􀁕􀁕􀀮􀁂􀁅􀀵􀁔􀀬􀁊􀁉􀁉􀁉􀁅􀁄􀀢􀀱􀁬􀀡􀁅􀁦􀀱􀁅􀁉􀀮􀁴􀀩􀀠􀀢􀀱􀀧􀁉􀂫􀁾�
�􀁇􀁾􀀮􀁙􀁢􀁉􀁾􀀠􀁾􀁾􀁑􀀧􀁈􀀶􀁬􀀧􀀡􀁊􀁒􀁅􀁐􀀮􀁦􀁒􀁬􀁃􀁒􀁩􀁏􀁾..""""""'" ... 􀁮􀁥􀁾􀁉􀀧􀁗􀁕􀀮􀁖􀁦􀀱􀁇􀁎􀁉􀁬􀁌􀁾􀁴􀀮􀁈􀀡􀀮􀁓􀀢􀁍􀀠􀀢􀀡􀁬􀁬􀁢􀁦􀀢􀁦􀀡􀀺􀁬􀁏􀁒􀁬􀁏􀁾􀁗􀀡􀀺􀁒􀁴􀀮􀀠1; 􀁾􀁉􀁗􀁉􀁕􀀮'09FrJlU.U
JlU'ne$lIH(WftCNTt£aE 􀁾􀀠"'" 􀁷􀁥􀁊􀀮􀁍􀁗􀂫􀁏􀁊􀁈􀁴􀁒􀁓􀁉􀁋􀀢􀁮􀁮􀁐􀁦􀁬􀁬􀁏􀁬􀁴􀁬􀁏􀁓􀁔􀁍􀁮􀀧􀁴􀀻􀀣􀁾􀀠*1 􀁾􀁾􀁾􀁾􀁾􀁾􀁡􀁴􀁯􀀺􀀽􀀺􀀮􀀠􀁔􀁬􀁉􀁬􀁘􀀷􀁲􀁏􀁁􀀺􀁾􀁓􀁔􀁾􀁴􀁊􀁎􀁉􀁏􀁉􀀺􀁎􀁏􀁾N:1ATE'O
lOTt«&I'ftOJECT. 1,) .... 􀁴􀁲􀁉􀁾􀁁􀁒􀁴􀁬􀁏􀁂􀀬􀁉􀁃􀁉􀀨􀁴􀀻􀀣􀁃􀁬􀁊􀁒􀁬􀁊􀁑􀁒􀁾.... 􀁊􀁉􀁾􀀧􀁉􀁉􀁉􀀡􀁍􀀧􀁉􀁉􀁔􀀠􀁾􀁑􀀱􀀧􀁴􀁅􀀮􀁒􀁉􀀧􀁉􀁕􀀮􀀧􀁦􀁏􀁔􀀧􀁅􀁄􀀮􀀠.., 􀁾􀀹􀀴􀁃􀁉􀁕􀀮􀁄􀁂􀁅􀁯􀀺􀀺􀁴􀁭􀁈􀀮􀀮􀁏
􀁊􀁬􀁉􀁾􀀨􀀻􀀨􀁉􀂫􀁴􀀧􀁦􀁴􀀨􀀧􀀩􀁉􀀮...... I., 􀀧􀁉􀀧􀁍􀁉􀀡􀁾􀀧􀁉􀀧􀁉􀁉􀁕􀀮􀁾􀁴􀁥􀁦􀁩􀀳􀁔􀁈􀁾􀀢􀁩􀁔􀁬􀁏􀁎􀁑􀁴􀁁􀁉􀁬􀁌􀁾􀀠􀁰􀁾􀁾»COTlER TR.Ifi1C 􀁾􀁃􀁅􀁖􀀱􀁃􀁅􀀮􀀸􀀱􀀱􀀧􀀱􀀧THEem.......
_ 1\'l.l 􀀮􀀭􀁵􀀮􀁐􀁁􀁑􀁐􀁏􀀬􀁘􀁉􀀩􀀴􀁉􀁗􀀺􀁅􀁓􀁋􀂻􀁃􀁁􀁬􀁡􀀩􀁾􀁈􀁩􀁃􀁬􀁈􀂣􀁄􀁃􀁉􀁬􀀧􀁜􀀮􀁉􀀡􀁄􀁥􀁓􀀮􀀠􀁾􀁴􀀮􀀩􀀠􀁁􀀮􀁬􀁖􀁬􀁏􀁆􀁏􀁏􀁎􀁥􀀬􀀮􀀦􀁗􀁎􀀮􀁴􀁳􀀬􀁍􀁦􀁏􀁇􀁉􀁗􀁉􀁉􀁉􀀡􀁓􀁓􀁋􀁎􀁊􀀬􀀮􀁾􀀧􀁴􀁑􀀺􀀢
􀁁􀀠􀁾􀀢􀀧􀁏􀁗􀁉􀁈􀁇􀀮􀁾􀁾􀁁􀁑􀀺􂂬􀁾􀁦􀀧􀁑􀀮􀀧􀁓􀁉􀁦􀁎􀁅􀁾􀀠􀀱􀁉􀁦􀁃􀁾􀁾􀁣􀁣􀁲􀁴􀁭􀁍􀀧􀁦􀁔􀀮􀀠􀁕􀀮􀀩􀁑􀁉􀁗􀀮􀁬􀁉􀁉􀁉􀁇􀁊􀁡􀁲􀁴􀁮􀁴􀀡􀁾􀀤􀁗􀁍􀀮􀁾􀀮􀁱􀁾􀀱􀁬􀁙􀀠􀁾􀁍􀁃􀁈􀁬􀁂􀀻􀁔􀁾􀀧􀁬􀀧􀁈􀁅􀁎􀀺􀁬􀁕􀀮􀁬�
�􀁬􀀧􀀡􀁦􀁩􀁉􀁗􀁊􀁾􀀠􀂷􀀡􀁴􀀮􀀡􀀮􀀮􀀧􀁉􀁴􀀧􀁊􀁌􀁉􀀨􀀺􀀵􀁾􀁍􀁗􀀺􀁁􀁑􀁜􀁃􀁓􀀺􀀤􀁓􀁉􀀮􀀮􀁏􀁦􀀧􀁬􀁴􀀢􀀢􀁬􀀧􀁜􀁉􀁉􀀬􀁬􀁦􀁉􀀱􀀢􀁈􀁴􀁾􀀠OF TKE 00YfttuSI:IE. • \'HI! 􀁴􀁾SLOf't!atTHl'! 􀁾􀀸􀁴􀁗􀀮􀁌r«rt
􀁴􀀮􀁊􀁃􀁕􀁏􀁾􀀠11) ItO 􀁾-SLa>£5 5HH.L IE m:lA11lR 'TtWt :);l, I.AYOUTCOORDlNATETHItE 1m .'" 􀁴􀁯􀀧􀁬􀁾􀁏􀁃􀁊_.. [@:::: 1l!l!I_.... lffi1:=: ffi!I: i= 6!!J :=: {!I " il1l:5Uil Ii!(
/IIlTIAIO._... fii!l""' ..... ffi!} 􀁾􀀺􀀽􀀠Iliil"tl§l: =:: ....." I!ii .-... Ilil /IiOTURO,...... 􀁾􀀺􀀺􀀺􀀺􀀠􀁉􀀡􀁭􀀺􀁾􀀽􀀠ffi!I:=: ffiID N 1111n..-r ,-..I!iJ " 101.D.OCI I!iJ :::.:'
It to'lQ!Z.CI:I ff!!l 􀁾􀀠􀁾􀀺􀀺􀀮􀁾􀀠fiE::': LEGEN[}:I!E fI: 11)1:)11O.ff􀁛􀁗􀁝􀀺􀁾􀀠fiiJ 􀁉􀁉􀁉􀁏􀁔􀁾􀀠6E 􀁾􀁾􀀰􀀧􀁉􀀺􀀧􀀺􀁾􀀠Im}: 􀁾􀀽􀀻􀀠Ii 101tUt D E2J 􀁾W/oI.KCENTEALINE CURVE
OATI' CURVE OB..TA RAOIUS T...,.,.,. §""" ,...,. "'""""" ...􀀬􀁾S'll"a1'VWC< ,..-....... ...... C1 ,........ ...... ,,􀀤􀀷􀀮􀂷􀁾􀁗􀀢􀀧􀀱􀁾􀀠 ".... ......". '..... ...,r ,... s.r4t?W
....."" ,......o 21·42'10" ...... 􀀢􀀧􀀱􀁾􀀠Se1"an7"W ....... RETAINING WAlL LAYOUT· ENLARGEMENT toi ....􀁾􀁴􀀧􀀳􀀱􀀢􀁅e,."" f""'" f...... ...'" ""...'00Cl.0Q'""",,110M -
ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640·3898 FAX: (817) 640-8734 SUBMITTAL Date: April 26. 2005 Submittal # :LI___......;6;,,;1,;,,;.1:......__.....
.J New Submittal: X To: HNTB ITown of Addison RewSubmittal: 16801 Westgrove Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠Project: Arapaho Road Phase III A1W# 204059 (972) 450-2886 Engineer:
HNTB Attn: Guy Van·Baulen Submittal Specification Reference: 2x2 Plaque Description of Submitted Item: Manufacturer/Sub/Supplier: Related Section /Drawings: Additional Comments: Contractor's
Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in all respects, except as otheMise indicated," Title: Asst. Project Manager
Reviewed by; Andrew Schneemann Date: Aprtl 26, 2005 2x 2 Plaque Southwell Company Copy: 
t e sf)uthwell co. p. o. box 299 san antonio, tx 78291 ph. (210} 223.. 1831 fax (210} 223.8517 o 􀁡􀁰􀁰􀁲􀁯􀁶􀁾􀁤􀀠(no corrections)o approv,d as noted o revise and resubmit signed by:
date: CUSTOMER: ARCHER WESTERN CONTRACTORS. LTD, 2121 AVENUE J. SUITE 103 ARLINGTON. TX 76006 SHIP TO: ARCHER WESTERN CONTRACTORS, LTD, 1510 SURVEYOR ADDISON. TX 75001 ATTN: ANDREW SCHNEEMANN
􀁐􀁌􀁾􀁁􀁓􀁅􀀠SIGN & CAST BRONZE PLAQUE. .-..."" .. 􀁾.• •RETURN . ONECOPY 24" 24"WX24"H iCALE:1/4" = 1" 􀁾􀀠,//ARAPAHO ROAD PHASE III October 2005 City Council R. Scott Wheeler, Mayor
Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager Director of Public Works /City Engineer Mike Murphy, P.E. Construction Manager
HNTB Corp. Designer Roadway-HNTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors, LTD. () 􀁾􀀠OXIDIZED TEXTURE YOUR ORDER WILLBE PRODUCED FROM THE ARTWORK YOU SEE HERE. IF yoli APPROVE THIS ARTWORK AND IT CONTAINS ERRORS, YOU WILL BE HELD FINANCIALLY FINANCIALLY RESPONSIBLE FOR THE WORK WE 00. PLEASE CAREFULLY
CHECK THAT ALL IS CORRECT REGARDING SPELLING. DESIGN. COLOR AND I "!l7 N ;;(j)(j) //)7 /1 IlOll AlUl 'rlllll11NAL PUOOII·lUlUEil CD (j) !1! rn ... ()'" -\(') -i!: 0 m QUOTE # 16547 FILE
NAME: 􀁑􀂱􀀺􀀱􀁀􀀲􀀮􀁩􀀲􀁊􀁾􀀠PLEASE JOB # DATE P.O. # SUBMITTED:-"12"".2",-7",,.0..:..4___ RE: ARAPAHO ROAD PHASE III DRAWN BY: MARl HERNANDEZ QUANTITY: L.􀀭􀀺􀀧􀀺􀀬􀀻􀁖􀁙􀀭􀀽􀁖􀁾􀁜􀀼􀀽􀀮􀀡􀀺􀀺􀁉􀀽�
�􀀭___________ 􀁓􀁉􀁚􀁅􀀺􀀺􀀻􀀺􀀺􀀺􀀺􀀭􀀭􀀭􀀽􀀽􀀽􀁾􀀽􀀭􀁾􀀲􀀮􀀭_______ SPECIFY MOUNTING ATTACHMENo CONCEALED WOOD SCREWS W/ROSETTES EXPANSION BOLTS W/ROSETTES o TOGGLE BOLTS WfROSETTES
THE DESIGN OF THIS PLAQUE HAS BEEN MADE USING COMPUTERIZED GRAPHICS. THE ACTUAL PATIERN USED IN CASTING WILL BE MADE BASED ON FINAL APPROVAL OF THIS SUBMITIAL DRAWING. THE FORMAT, LEITER
STYLE, LEITER SIZE. SPACING AND MOUNTING ARE BASED ON INDUSTRY STANDARDS AND OUR CAPACITIES TO PRODUCE A HIGH QUALITY CASTING. MATERIAL: CAST BRONZE FINISH: BORDER: DOUBLE LINE r"',Tr:nc

I ARAPAHO ROAD PHASE III , October 2005 City Council R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager
Director of Public Works /City Engineer Mike Murphy, P.E. Construction ManagerHNTB Corp. Designer Roadway-H NTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors,
LTD. I 
....CoI ..... 1111 15150 Surveyor Slvd. Telephone (972) 361 􀁾􀀠0064 The tiNTS Companies AddI_ TX 75001 Facs!mlfe ('iT12.) 361-0065 Engineers Architects Pl!mners www.hntb.com Archer
Wesrern Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response July6,2005 Originator: Andrew Scheermann RFI Number: R-AW092 Subject: WatsonfFaytor
Driveway Grades Request: According to Sheet 53 ofthe Plans. the elevation at South end of the WatsonfTaylor Drive to "Match Existing Pavement". The elevation of the Driveway at STA 0+96
is 600.849' (See attached Sheet for calculations). but the existing driveway/pavement varies in elevation from 599.72' to 600.34' (See attached Drawing). Please advise. Response/Action
Taken: In response to the elevation and alignment issue at the WatsonfTaylor Drive, Archer Western in directed to move the Drive centerline forward/up station along the Arapaho Rd PGL
to align the 24ft wide driveway entrance with the existing pavement Archer Western Contractors, Ltd. is then directed to change the driveway slope to .8% from .9%; this new slope is
to be utilized up to 10ft before the proposed end of the Drive. The remaining 10ft to end of Drive shall be install almost flat holding the grade to the gate location. were Archer Wesrern
is directed to remove an additional 25ft back along the existing pavement and replace the existing pavement with new 􀀶􀁾thick pavement matching the new elevation at the gate and transitioning
the pavement to match the existing pavement 25ft from the gate. Note additional information will follow, ifthere are any question and conflicts please forward all information under this
existing RFI number as an addendum. (Example 92.1, 92.2. etc ... ) Dr. 􀁢􀁾􀀻􀀻􀀬􀁾􀀩􀀭􀀭􀀭􀀭Date: July 6, 2005 HNTB Corporation Cc: File 
15150 Surveyor 81vd. Telepho... (972) 361 • 0064NII'I1I Cot'"" 11 The HNTS Companies A<kison. TX 1SOO1 F.cslmlle (972) 361' 0065 Entjineers Architects Planners www.hntb.com Mr. Ben Withered
Project Manager HNTB Archer Western Contractors. Ltd. 2121 Avenue"r Suite 103 Arlington, TX 76006 Re: Arch Splice Connection July 7,2005 Dear Ben: On July 2"". I disrussed with Archer
Western Superintendent that the backer ring for the Structural steel arch was not fabricated correctly and doesn't meet the A WS standard for a full penetration fxeld weld with a backer
plate/ring. Every day I have question the status of what Archer Western is doing to correct this condition. At this time. I'm requestiog Archer Westerns to provide their correction procedure
to rectify this issue of the splice connection to conform to the A WS standard as required by the TXDOT Standard prior to the erection of the arch. Note this correct must also meet the
standard to allow for the test byUltrasonic Testing ofthe full penetration field weld. weld. Thank you, /() 􀁖􀀭􀀭􀁖􀀻􀁾􀀰􀁾􀁾􀁾Guy Van Baulen HNTB Corporation Cc: Pile Steve Chutchian,
Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling. HNTB Corporation Cliff Hall, URS Corporation £-'.:. 
_T)(.75001 Facsimile (972) 361-0065 1IVWW.tmtb.com HHTB.IoI>. 25763-AIapoho Road· P_m VIA Hand Delivered -10:00 am T", Ben WilhettdLetter of AKh..W-.n Con_Ltd.Transmittal =--NTB 2121
Avenue 'T Suite: 103 Arlington, TX76006 Shop Drawtag Submillal w ...... forward/nq to you: Estimates Reports Change Order Book 􀁾Plans Shop Drawings Disk Other Prints Samples Copy of
letter # of Copies Drawing # Last Dated Code Description 2 ; Submittal, 61.1 4126/05 ; I I i 2ft X 2ft BronzePlaque I ! i I Thos..... transmitted: for approval 􀁾For your use Return
Corrected prints As requested Resubmit Copies for review Submit X Copies for distribution ror Review & comment No exception taken Amend and resubmit Make corrections noted P....note:

ARCHER 􀁗􀁅􀁓􀁩􀁑􀀻􀀬􀀡􀀺􀁩􀁤􀁬􀁢􀀮􀁉􀁾􀀠􀁾􀁾􀀬􀁧􀁧􀀺􀁾􀀠LTD. 2121 Ave J, St.tlI.N\\IS\ Arlington, Tex s 76006 PH: (817) 640-898 APR 2 7 Z005 AX: (817) 640-8734 SUBMITTAL Date, April
26, 2005 Submittal # :11..-___6::,;1:.:..1:.......__......1 New Submittal: X To: HNTB I Town of Addison Re-Submittal; 16801 Westgrove Addison. Texas 75001.9010 Project: Arapaho Road
Phase III AJW# 204059 (972) 450·2886 Engineer: HNTB Attn: Guy Van·8aulen Submittal Specification Reference: 2x2 Plaque Description of Submitted Item: 2 x 2 Plaque ManufacturerfSublSupplier:
Southwell Company Related Section I Drawings: Plans Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of
the Contract in ali respects, except as otheiWise indicated," Sign: . Print Name: TiUe: Asst Project Manager Reviewed by: Andrew Schneemann Dat.: April 26, 2005 Engineer's Stamp Copy:
_____􀁒􀁾􀀧􀁾􀁬􀁥____ "'IIZ :lUOTE # 16fuU'---___ FILE NAME: 􀀰􀀴􀂷􀀴􀀶􀀸􀀹􀀺􀁃􀀧􀀽􀀧􀀮􀁥􀁄􀁾􀁒􀁟􀀠D I I/:' JI en:: I""n" 
, 􀁣􀁾􀀼􀁣􀀬􀀬􀀢􀀠}} 􀀩􀁾􀀠sou we co. CUSTOMER: p. o. box 299 san anfonio, fx 78291 ph. (210) 223..1831 fax (210) 223·8517 ARCHER WESTERN CONTRACTORS, LTD, 2121 AVENUE J, SUITE 103o
approv,d (no corrections) ARLINGTON, TX7G006o approv,d as noted o revise and resubmit signed by: date: SHIP TO: ARCHER WESTERN CONTRACTORS, LTD, 1510 SURVEYOR ADDISON. TX 75001 ATTN:
ANDREW SCHNEEMANN •-•• 􀁾􀀧􀁾􀀧􀀮􀀧􀀮􀀺􀀷􀀢􀀠• PLEASE SIGN 8. CAST BRONZE PLAQUERETURN• ONE COPY 24" 24" W X 24" H lALE: 114" = 1"f ) /ARAPAHO ROAD PHASE III October 2005 City Council
R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh OXIDIZED TEXTURE 24" Ron Whitehead, City Manager Director of Public Works /City
Engineer Mike Murphy, P.E. Construction Manager HNTB Corp. Designer Roaclway-HNTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors, LTD. RAISED BORDER AND()glYOUR
ORDER WILL BE PRODUCED FROM THE ARTWORK YOU SEE HERE, IF SATIN FINISH7\lYOU APPROVE THIS ARTWORK AND IT CONTAINS ERRORS, YOU WILL BE HELD 􀁌􀁅􀁔􀁾FINANCIALLY RESPONSIBLE FOR THE WORK
WE 00, PLEASE CAREFULLY \n /) 7) 􀀩􀀩􀁾􀀩CHECK THAT ALL IS CORRECT REGARDING SPELLING, DESIGN. COLOR AND 􀁾􀀠<J\ 􀁾􀀼􀀭􀀭􀀭CONCEALED FASTENERi YOU Aim 'rHlllllNJ\I, I)ROOlI-RllAlmn CD
" f: m QUOTE # 16547 FILE NAME: 04-468e.CDR PLEASE JOB # 04-4689 DATE SPECIFY MOUNTING A P.O. # 􀁓􀁕􀁂􀁍􀁉􀁔􀁔􀁅􀁄􀀺􀀭􀀢􀀱􀀲􀀢􀀬􀀬􀀬􀀲􀁾􀀷􀀺􀀧􀀻􀀧􀀺􀀧􀀰􀀲􀀮􀀴___ D CONCEALED RE: ARAPAHO
ROAD PHASE o WOOD SCREWS W/ROSETTES III o EXPANSION BOLTS W/ROSETTES TOGGLE BOLTS W/ROSETTES QUANTITY: --:TW':"'O:::<-=,:2)=-:=:-__________ DRAWN BY: MARl HERNANDEZ THE DESIGN OF THIS
PLAQUE HAS BEEN MADE USING MATERIAL: CAST BRONZE COMPUTERIZED GRAPHICS, THE ACTUAL PATIERN USED IN CASTING WILL BE MADE BASED ON FINAL APPROVAL OF THISFINISH: OXIDIZED BACKGROUND SUBMITIAL
DRAWING, THE FORMAT, LEDER STYLE, LETIER SIZE: 24" WIDEX24" HIGH SIZE. SPACING AND MOUNTING ARE BASED ON INDUSTRY STANDARDS AND OUR CAPACITIES TO PRODUCE A HIGH BORDER: DOUBLE LINE QUALITY
CASTING, /,' /,' r'T...... r-l""'\s: 
" ARAPAHO ROAD PHASE III October 2005 City Council R. Scott Wheeler, Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager
Director of Public Works /City Engineer Mike Murphy, P.E. Construction Manager HNTB Corp. Designer Roadway-H NTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors,
LTD. ". .-----------􀁾􀀭􀀭􀀭..􀀭􀀭􀀭􀁾􀀭.. 
9121892042 T-524 P.002/003 F-040,,-14-05 IO:llam From-URS Corporation Arapaho Road Bridge, Town ofAddison, Dallas Couno/> Texas Page J/2 Altek Engineering & construction Co. Structural,
Foundation and Civil Engineer p. O. Box 172004 Arlington, TX 76003·2004 Phone: (811) 672-1989 Fax: (817) 563-1465 June 06, 2005 ArcherWestern Contractor, LTD. 2121 Avenue J. Suite 103,Arlington,
TX 76006Td: (817) 640-3898 Attention: Don Good/Ben J, Withered, Project Manger Tel: (817) 401-5456. (817) 401-7202 Subject: Construction sequence for Arch &: Beam Erection Plan, Temporary
support system (ShoringTowers); Crane capacity analysis for the Span # 9, Cable installation; Load influence on permanent structure for the Main arch and beam span ofthe Arapaho Road
Bridge.Town ofAddison. and Dallas County.Texas Attached please find the follOwing documentations for the above mentioned subject; Section #1 shows the construction sequence for all work
required at span # 9 including "Arapaho Construction Sequence", Section #2 details the erection ofarch sections and concrete beams with the reqUired f.Use-work which includes "Arapaho
Span # 9 Erection Plan, Arch &: concrete U-Beam Erection Drawings, Arch Erection LiftTable & Loading. Arch shore tower &: Support Beam Analysis, Concrete U -Beam Shore Tower &: Support
Beam Analysis, Plan Sheet # 273 -276 Arch/Main Span Erection Sequence, King Fabrication Dwg # 01-072-El Arch, Pafco 50 Kip/Leg Shore Tower, Pafco 100 Kip/leg Shore tower, 100-Ton Crane
Chart, 120-Ton Crane Chart, 360-Ton Crane Chart"_ Section # 3 details the hanger cable-installation and stressing procedures aCBS} Structural Strand Installation Procedures"_ ' 
T-524 P.003/0D3 F-040J.n-14-05 10,lla. F,o.-URS Corporation Arapaho Road Bridge, Town l'Addisol/, Dallas Caullo/> Texas Pane 212 Section # 4-details the influence ofloads on the permanent
and temporary structures throughout the erection sequence which includes "Sequence Loading and Calculations". These recommendations are for the above referenced project only. All the
other locations must be reviewed, sealed and signed individually. These recommendations are based upon the information and detalls provided to this engineer by the Archer Western Contractors,
LTD. Supporting engineering calculations and Accessories charts for these recommendations are attached. Ifyou have any questions, or ifI may be offurther service in this matter, please
call me at (817) 572-198!i or write to me at the above address. Sincerely, Attachments: Plans Engineering calculations Drawings . Charts and SpeCifications 
􀀱􀀺􀁉􀁾􀁩􀁩􀀭􀁊􀀠The IINTlJ Compallies Made by Date Job Number Checked by Date Sheet Number For Backchecked by Oat. 􀁾􀀠􀁾􀀠OJ l'('\J-􀁾􀀠􀁾􀀠R cr, 􀁾􀀠I ' "" -/4 0 -.:S:>\ .... 􀁊􀀬􀀮􀁾􀀠t
"" , 􀁾􀀠&0 􀁾􀀠􀁾􀀠) 􀁾􀀠􀁾􀀠􀁾􀀠l 􀁾􀀠en 􀁾􀁾􀀠,' CO, 􀁾􀀠􀁾􀀠"" .. . } ! \ 
Martinez, David (DGNO) From: Duffy, Bob E (GE Trans) [Bob.Duffy@Trans.ge.com] Sent: Thursday, June 23, 2005 9:32 AM To: Martinez, David (DGNO) Subject: FW: DGNO addisionWye Addison.pdf
David, Here is information I sent David Eyermann on Tuesday June 21, 2005 so you have a copy. I corrected Davels E-mail address in later transmission. Bob Duffy GE Transportation 􀁾􀀠-----Original
Message----> From, Duffy, Bob E (GE Trans) > Sent: Tuesday, June 21, 2005 4:58 PM > To: 'david.8vermann@railamerica.com! > Cc: Kleinhenz, Paul (GE Trans); Venneman, Pat J (GE Trans);
'jleimbacher@qualitysignal.com'; 'bbunney@qualitysignal.com'j 'walter.fithian@railamerica.com' > Subject: DGNO addisionWye > > > 􀀼􀁾􀁁􀁤􀁤􀁩􀁳􀁯􀁮􀀮􀁰􀁤􀁦􀂻􀀠David, > > Here are the
measurements I made last Wednesday June 15, 2005 On the Addison Wye. If the maximum train speed is 10 MPH and there is no addition warning time for traffic light preemption time required
the only wye switch which will be overlapped is the northeast switch of the wye. There will be need for cables between the East Arapaho crossing house and a new Addison crossing house
and a switch circuit controller On the northeast wye switch to convey switch position information and crossing approach via HXP circuits at Addison to East Arapaho. The signal locations
on the RCL PRELIMINARY plans are reasonable (per MUTCD guidelines) but I have not compared with the city plans for any conflicts. > > I have not received a fax with pre-emption time
information. > > If more warning time for traffic pre-emption is required, cables maybe required to the Northwest and South wye switches. If the West Arapaho crossing needs addition
warning time for traffic pre-emption cables may be needed from West Arapaho crossing house to both the Northwest (if more than 43 seconds WT at 10 MPH versus 39 seconds in PRELIMINARY
PLAN ) and South wye (if more than 44 seconds WT at lO MPH versus 39 seconds in PRELIMINARY PLAN ) switches. If the only East Arapaho crossing needs additional time warning time ( if
more than than 4l seconds WT at 10 MPH versus 33 seconds in PRELIMINARY PLAN ) for traffic light pre-emption and all the northbound moves from south wye USe the east wye track, cables
from the East Arapaho house to switch on south wye may be unnecessary. If both wyes are used from south, switch positions information will be needed for Arapaho East requiring additional
cable from south wye switch to prevent activation at East Arapaho when northbound move is made to west wye track. A separate house at south switch would be an option to reduce track
cable runs on other equipment, if traffic pre-emption time causes both East and west Arapaho crossing approaches to extent through south switch. J-Four inch conduiE1under track, roadways,
sidewalks, parking lots or in any area that 􀁾􀁵􀁬􀁤􀀠not be dug up again, would be useful in installing direct buriable signal cable with armor tape to signals l track connection, switches,
adjacent crossing houses powerIr traffic controllers, and remote housings as required. > > Bob Duffy Duffy GE TRANSPORTATION Global Signaling > 502-266-8545 extension 2358 > > 1 
Kuntz. Jim (DGNO) From: Sent: To: Subject: Eyermann, David (DGNO) Thursday, June 23, 2005 10:17 AM Kuntz, Jim (DGNO) Fw: DGNOaddisonwye -----Original Message----From: Duffy, Bob E (GE
Trans) <Bob.Duffy@Trans.ge.com> To: Eyermann, David (DGNO) <Oavid.Eyermann@RailAmerica.com>; Martinez, David (DGNO) <David.Martinez@RailAmerica.com> CC: Venneman, Pat J (GE Trans) <Pat.Venneman@Trans
.ge.com>; Kleinhenz, Paul (GE Trans) <Paul.Kleinhenz@Trans.ge.com>; jleimbacher@qualitysignal.com <jleimbacher@qualitysignal.com>; bbunney@qualitysignal.com <bbunney@qualitysignal.com>;
•Fithian, Walter (Home-Office User) <walter.fithian@railamerica.com> Sent: Thu Jun 23 10:26:17 2005 Subject: DGNOaddisonwye David, I received the pre-emption timing requirements for
the Arapaho Road and Addison Road intersection from HNTB via facsimile. Since Arapaho Road is named as the parallel to track and the clearance green is being applied to Addison Road
which has 200 between its warning signal holding traffic back from the Arapaho Road intersection and Arapaho Road, and since Addison Road's southbound lane gate is much closer to the
intersection than the Arapaho Road East eastbound gate, 200 feet versus about 365 feet, I like to assume their will be no preempt required for Arapaho Road East. If green clearance time
was provided for both Addison Road and Arapaho Road at same time they would be in conflict, unless two preemptions" treated sequentially based on direction of train approach. I am not
a aware of any traffic controllers using multiple railroad crossing preemptions in sequence. Please verify with city or HNTB, there is no plans for green clearance time on Arapaho East.
If only 33 seconds warning time is required for Arapaho East, its northbound approach start will remain north of the south wye switch frog for 10 MPH trains. Since Arapaho West's eastbound
signal is about 985 feet from the Addison Road intersection it is outside the bounds for consideration a traffic preemption. The Arapaho West approaches will remain within the Northwest
and South wye frogs for 39 seconds warning time. Bob Duffy GE Transportation Systems Global Signaling 502-266-8545 extension 2358 1 
June 21,2005 Letter: HNTB -47 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Carboline Paint
System Pricing Dear Guy: Please find the revised paint pricing for the T -4 and Pedestrian railing utilizing the Caboline paint system. T-4 Rail-5103 LF -$18,351.45 Pedestrian Rail -2294
LF -$ 11,113.89 Total Carboline Paint Pricing: $ 29, 465.34 Please process this change order so that the rail manufactures can proceed with the production of the railing and not delay
the project. If you require additional information, please contact Andrew at our field office. (vI Project Manager XC: Andrew Schneemann Don Good File . ,􀁾􀁫􀀮􀁶􀀼􀀮􀀭􀀮􀀠o."..J.J.","",-"
,-􀁾􀀠\)""'r JJ1,ltl---IfftJ13 
TIM HNTB COM,.., •• 15150 Surveyor Blvd. Telephone (972) 361-(}064 Enqineers Ardl!tecls Planners: Addison TX. 75001 Facsimile (972) 36l-0065 www.hntb.com HHTB.lob# 25768-ArapahoRoadPha.eUl
VIA Hand Delivered 􀁾􀀠OM': June 15, 2005 To: Ben WitheredLatter of Ardter Western Contl'actQrs:. Ltd. =-tNTBTransmittal 1515<) Surveyor Blvd. Addi", •• TX 75001 Pavement Joints as per
the Town ofAddison We are forw«rdinc;t to you: Estimates Plans X Prints Reports Shop Drawings Samples Change Order Dfsk Copy of Leiter Sook Other # of Copies Drawlnq # Las! Oated Code
Description I I Surveyor Blvd Joint 6/14105 Expansion Joints. at Surveyor Blvd 1 I Layout . 􀁔􀁨􀁾􀁳􀁥􀀠art! transmitted: For approval As requested Copies for distribution X ror your
use Resubmit ror Review & comment Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted Please note: Please follow the existing
pavement details as shown in the contract plans for the $peciti<: 􀁾ofjoint construction. The Town .....·.......􀀧􀀭􀁾􀀭􀀧􀀭􀂷􀀱􀁢􀁾􀁾...· 􀁾􀀴􀀭􀀭HNTB Corporation Copy to: JennyNicewander.
Towu orAddison J"'Y D. Iloldtt File 
(.'\\1l!i l3 􀁾􀀠• , • , I w!ii I ), \ I, • \ I I \\, t \ , Z II • ., ".'". 􀂷􀂷􀁾􀁦..-" .... "--_. ._._-,to 􀁾􀀠""3: ""'􀁾􀁉􀀠I -oo.+ni--+--l %ij:I \ l \• 􀁾􀀠􀁾􀀧􀀠is !/2 􀀮􀁾􀀠
Guy Van·Baulen From: Jenny Nicewander Unicewander@ci.addison.tx.us] Sent: Tuesday. June 14. 20051:23 PM To: Guy Van-Baulen Cc: Andrew Schneemann (c-mall); Steve Chutchian; David Wilde
Subject; Expansion Joint IiiI-.-.' redwood j(lIntpdf (214 KB) Fls reference the attached expansion joint locations. The towns preference is for the redwood expansion joint shown in the
plans. Jenny «redwood joint.pdf» ****************************************************************************************** ************************* This e-mail and any files or attachments
transmitted with it contains Information that is confidential and privileged. This document may contain Protected Health Information (PHI) or other information that is intended only
for the use of the indlvidual(s) and entity (ies) to whom it is addressed. If you are the intended recipient, further disclosures are prohibited without proper authorization. If you
are not the intended recipient, any disclosure, copying, printing, or use of this information is strictly prohibited and possibly a violation of federal or state law and regUlations.
If you have received this information in error, please delete it and notify Hamid Khaleghipour at 972-450-2868 immediately. Thank you. ****************************************************************
************************** ************************* 1 
Tho flHTll 􀁾􀁉􀁵􀀠15150 Surveyor Blvd. Telephone (972) 361"'<l064 fngineers Architects Planners AddIson TX. 75001 Facslmile (972) 361-Q06S www.hntb.com HMTS.Jab. 25763-ArapahQ Road
-Ph...m VIA Hand Delivered -12,so.m Dot", luneI4, 2005 Tor: B<m Wilh",edLettar of .A.JxherWe1.tem Cont:tacton, Ltd.. c-INTBTransmittal 2121 Avenue'" Suite 103 Mingron, TX 76006 w.....
fol'Wlll'lllnq to you: Estimates X Plans Prints Reports ShoP Drawings Samples Change Order Disk Copy of Letter Book Other # of COpies Drawing # Last Dated Code Description 􀁾􀀠3 PK 2,
Fage S7 I Parking Layout MBNA Change due tel earth OlOund over TXU conduit I I , I ..--. ! I I These ar. tnmsmlttect for approval As reQtJested X Copies for distribution X For your use
Resubmit ror Review & comment Return Coples for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted PleUCl' note: Due to TXU coyer Rquinmeftt.r
pl.... mov. th. thr.. paridlllJ spKH to the sho.n location on the ----..􀀭􀁡􀁾􀂷􀀱􀁾􀁏􀀺􀁾􀁾􀀠 By: Guy V... !lauten,BIT Copy to; File J'nyD. Hold"" HNTB Corporation 􀁪􀀭􀁲􀁥􀀮􀁾􀀠eJ.,
... .l-c.l,...:..., lOw'). of 􀁾􀀠
I 32. ..-----,20 80" ---. 􀁓􀁃􀁁􀁌􀁾􀀠IN FEn ", N 􀀬􀀭􀀧􀁐􀁒􀁃􀁉􀁦􀀧􀁾􀀻􀁅􀁄􀀠CONCRETE PAVEt£NT (NO CURB INSTAU. WHEEL ST(P AND GUnER) ... '.'-. 55;j)D ,_'<0"1--------,-----------+---,-:---,-,!
NOrt! SEt SHEET 0-1 Fa< P_INC G!VOINC PU>l.􀀭􀀭􀁉􀀧􀁾􀁩􀀠Zo' LEGEND􀀢􀀧􀁒􀀺􀀧􀁬􀀺􀁩􀀮􀁾I ?;W ., PRO'OSEO SOLIO .' ----=:L_____ WHlTt STRIPE , \ \ \ " \, \.,, ABSOLUTE SYSTEMS, LTD \
\ REBAR PIN '2 PER STOP) -DELETE. 57 AR.eA 
June 28, 2005 Letter: HNTB -53a HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Traffic Control
Plan for Addison Road Dear Guy: Archer Western will utilize the Traffic Control Plan on Sheet TC-4 (30) for the Addison I Arapaho Road Tie in. We will begin this work Wednesday, June
29, 2005 If you require additional information, please contact Andrew at our field office. XC: Don Good File 
----------------------------------------------------I I 0 I I /; '0I I f I I 􀁾􀀠" 􀁾," /f f 􀁾􀀠􀁾􀀠--------􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭I I I I I I I I I I • I I I I . I r---_.J I I I I I i
􀁾􀀭􀀫􀁾􀁾􀁅􀁾􀀢􀁾􀁾􀀮􀀬􀁌􀀭􀁟􀀬􀁾􀀠I I I I I I I I I I ! I , Ii I .. .. -I I I-I -I I I -• I • • -• I I • I ---• I I I I I I 􀁾􀀠I II I IIII I • DETAIL "8" ----------• • • .. ---20
•--.•..• SHT. TC--4 .. ;I 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠
· June 24, 2005 Letter: HNTB -52 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Traffic
Control Plan for Surveyor Blvd Dear Guy: Archer Western is providing the attached Traffic Control Plan for the Arapaho Road Concrete paving tie in to Surveyor Blvd. We will start implementing
this traffic control plan on Tuesday, June 281h• If you require additional information, please contact Andrew at our field office. , Andrew Schnee mann XC: Don Good File 
" " , ". W,i /1 􀁜􀀨􀁾􀁜􀀮􀁊􀀮􀀧􀀻􀀢􀁊􀀠Tc .,." 1';,,-1-4:"" #.e, i<"J/:.c.Lp,.,.,,,,, .j..., 􀀧􀀬􀀺􀀾􀁾􀀠II::;'+",,) "", G-,",,,,,,.).u " " I ••• //t HC/, I I. I 􀀯􀁾􀀧􀁾􀁾􀀭􀀺-'---J-.'
l .A'''\􀀧􀁦􀀾􀀧􀁾􀀯􀀠IfO,I,j) -o.tJC I G2D-:t.Q ! :··.I....􀁾􀀠G£NERAL TRAF'FIC CONTROL NOT;;; 1, rx:: TAAfFlC CO,.TIIOI. St40WW 011 THesc IlUHS c rolt n.l£: 􀁐􀁊􀁬􀁅􀁐􀁾􀁁􀁔􀁉􀁏􀀯􀀧􀁩􀀠MO
􀁣􀁯􀁷􀁦􀁬􀁁􀁒􀁪􀁾􀀠or BtO! OWLY. PAlOR TO nu START or 􀁃􀁏􀁾􀁓􀁔􀀮􀁕􀁃􀀧􀁔􀁩􀁏􀁈􀀬􀀠THt 􀁃􀁏􀁈􀁔􀁊􀁉􀁩􀀮􀁣􀁲􀁯􀁾􀀠$)tAU. OEll'OJJP 1.foI0 SUQurr rolt TOWH or ..oIDSOH .'PRO'f'AL 1M
ocrAtl... ... COHSJRUCTIOH SOlEDutL. S£OU1i;Hct Of CONS1'ItIJC1IOIf AliO TRM7lC CQHTf(OI.. fl""," TH.;.T SHAou. CAUSE WIIIIWULI lHTtRFUWlet wmt 'T'IUn'TC AlONG• .,CRO£$: AfOO 40JM:EIIT
TO 'nit 9JtO.JEc:" OU!UHG COwSfRucnOIf. Ir TH£: SOfEOut..t Oft SEOU,EMCt' lJECOW(!: 􀁕􀁉􀁩􀁗􀁏􀁉􀁕􀀨􀁾􀀠OR UHSATlSr.CTOR'l' to::. 'NOR': 􀁐􀁬􀁬􀀡􀁏􀁃􀂣􀂣􀀮􀁉􀀩􀁾􀀮􀀠AOJU$1W£I'I1'S SKAtJ..
SE UAllE. 6...T EXO or AU. PHo\SCS or COMSTA'UC1fOH. 􀁃􀁏􀁈􀁦􀁬􀁦􀁁􀁃􀁴􀁯􀁾􀀠SHAU. cowPl.El't t:lNM. P,\IJDlOO WAAKINC$, JU:)lcwt 'tnIPOIWtt PA"'OoIEH'T w.AAKIHGS ANti ACtlV4yt TRAmC
SlGHALS {IIO S£I".I,U'tC PAY) iLy)tAIf.o.l.. 4:. 􀁾􀀠􀁾􀀠1h"{<RL:J'.,...... 􀁭􀀢􀁾􀁊􀀮􀀮􀀠.ry-it i " 􀁾􀀠/,.it7"--'L,-.... (,,,,,"Ii.. 􀁲􀁾r'Y)",/w, 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭I /,., .....-.
􀀮􀀯􀁆􀁾􀀧􀀠,.t'" ".---------.-________________________________ --------------i _..... _-----------------. . no' 􀁾􀁾.. --'y-llL--.. ---"r---.. DETAIL ·'S" /'"'' " I ! : l I //I " I
j' I " I -r I p' I.,:' I I I I ....... " : ./,------------:'..10' ! JOB HO.: ••a-AIU:£!fG>l: 􀁜􀁾􀁣􀀠􀁉􀁒􀁆􀀺􀁖􀁬􀁦􀀺􀁗􀀨􀁏􀁾􀀠ARAPAHO ROAD PHA,SE !II " 
,• ", ; , " 1/".,///Ii' /, /w,' /1 /I /I •• o /, \\1 CONTRACTOR 􀁓􀁾􀀠}./AfNYA1H 4CC(.S!: TO E'Ii1V4TI: OJUVCWAY;;' Ai .AU ilu(!:. "" I, I ( I I , I I , /i .;, .• ///a /I \\ \ . ' ,
(',􀁾􀀧􀁾􀀬􀀧􀀬􀀭􀀬/----:."-------///􀀬􀀯􀁾:1RO!'!oU! I 􀁃􀀮􀁾􀁾􀀢􀀧􀀠; I ----------)-'".----.:..􀀬􀀮􀁾􀀮􀀠."..:'" ---.----------------------------------------------i ------!!W2O-1J)
􀁾􀁟􀁾􀀮􀁾􀀮􀀭􀀭􀀭􀀢􀀬􀀭􀀱􀁬􀁩􀀭􀀮􀀠DETAil "8" i." ----------I ,.r ; //--, i I ----!􀁏􀁾􀁁􀁗􀁈􀀺􀀠.>kAltltSIGtt: \IO;C IR(VI(W(O; 911G! owc! Z20nUra! owe; I , ____􀀲􀁁􀁾􀁒􀁾􀀮􀁁􀁍􀁐􀁾􀁁􀁾􀁈􀁏􀁾􀁒􀁾􀁏
􀁾􀁁􀁾􀁄􀁾􀁐􀁬􀁬􀁩􀁾􀁾􀁾􀁓􀁾􀁅􀁾􀁛􀁾􀁉􀁉􀁾􀀭􀀭􀀱􀁩􀀠-􀀧􀁾􀀠, 􀀧􀀺􀀧􀁾􀁩􀁬􀁉􀁬􀀢􀁉􀁩􀀧􀁬􀁃􀀻􀁾􀁊􀁲􀁯􀀡􀁾􀁩􀁩􀁬􀁩􀀮􀀠􀀢􀀧􀁾􀁍􀀠I􀁟􀁾􀀬􀀬􀀬􀀬􀀬􀀬􀁩􀁩􀀡􀀧􀀠􀀡􀁩􀀮􀁬􀁬􀁾􀀧􀀩􀁪􀁬􀀠􀀬􀁾􀁾􀀢􀀬􀁀􀀬􀀠,;!
",I\liOO1!Il!:, 􀁾􀀱􀁊􀁬􀁩􀁬􀀠􀁾􀁉􀀡􀀮􀀺􀀢􀁴􀁬􀀮􀀠! TOWN OF ADDISON 􀁾􀁾􀁡􀀺􀀺􀀮􀀮􀀧􀁾􀀭􀀭􀁾􀀧􀀻􀁾􀀽􀁬􀀡􀀧􀁣􀁬􀁾􀁡􀁭􀀡􀀡􀁾􀀬􀁾􀀧􀁾􀀧􀁾􀁜􀁾􀀧􀁾􀀢􀀡􀀤􀀡􀀾􀀬􀁪􀀮􀁾􀀬􀁾􀀬􀁾􀀬􀁾􀀬􀁾􀁩􀁮􀁾􀁣􀀬􀀭􀀬􀀠Si.-:T.

....... CoIpot 􀁮􀁾􀀱􀀠15150 SUrveyor BIYd. TOI.ph.". ('nZl 361· 0064 The HNTB Companies Addison. TX 75001 raC$lml!e (972) 361-0065 Erlqfneers Architects Planners www.hntb.com Mr. Ben
Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue"r Suite 103 Arlington. TX 76006 Re: Addison Road Traffic Control PIan June 27.2005 Dear Ben: The submitted traffic
control plan for Addison Road was review and is rejected. Please revise and resubmit a traffic control plan equal or of greater protection for the moving traffic and Archer Western Contractors
personal working adjacent to the active traffic as shown on contract plan sheet TC·4. page 30 and as requirement in the General Traffic Control Notes found on the Contract Drawing. sheet
TC-l, page 27. Thank ro:p dl(.(2.. 􀁴􀁉􀀰􀁾___ G.;y Van ';;;len HNTB Corporation Cc: Steve Chutchian. Town ofAddison Jerry D. Holder, HNTB Corporation Fae 
􀁀􀁾􀁀􀁀􀁵􀁾􀁀􀂮􀀠June 24, 2005 Letter: HNTB -53 JUN 24 'l005 HNTB 5910 W Plano Parkway CORPORATION Suite 200 􀁈􀁎􀀶􀁾􀁌􀁌􀁁􀀵􀀬􀀠􀁔􀁅􀁘􀁾􀀮􀁓􀀠Plano, Texas 75093 Attn: Mr. Guy Van-Baulen
RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Traffic Control P Ian for Addison Road Dear Guy: Archer Western is providing the attached Traffic Control Plan for the Arapaho
Road Concrete paving tie in to Addison Road. We will start implementing this traffic control plan on Tuesday, June2S'h. If you require additional information, please contact Andrew at
our field office. XC: Don Good File 
80 0 20 40.,.}:/I L 14 SO,,;yi-//-f Ik/􀁶􀁡􀀧􀁉􀀧􀁲􀁾􀀱􀀠􀁰􀀮􀁾I" j SCALi! IN FEET􀁷􀁬􀀬􀁾􀀢􀀬􀀠",.r .;..,J,,," cd 􀁾􀀠I N I I ! TSIOt: ?AAKING LAYOOT J:: .bt.ANS IS POR RCtlGH CONTRACTOR
TO l.ANOSCA?E PLANS F'OO £$ ,A.'ljD .sLEVATIONS FCR .. 􀁾􀀮􀀠􀀭􀁾􀀮􀀭􀀮􀀠􀀬􀁾􀀮􀁾􀀠.. _-" /i iN: 11 )"... f'l. (i /i ?RCPOS£D 42 t Ii 􀁾􀀠CONTooR CONrCUR ARA?AflO ROAD -􀁩􀁐􀁈􀀮􀁾􀁓􀁅􀀠IIIouT
»to LANDSCNI !NG SUfYEYOR aoiJl.£VARO TO t>{)DIS(JH ROt>{) GRADING PUW "," I PAAKING LOT AT ADDISON ROAD • "",---I􀁟􀁾_____ ,OWN OF ADDiSON. T2XAS " ....ft 􀁾􀀺􀀾.. I 􀀨􀀮􀀮􀁲􀀭􀁾􀁟􀀢􀀠􀁩􀀬􀀬􀁾􀀠i
·;:,,:r ';'COt£ 􀁾􀁾􀁃􀀬􀀻􀀮􀀺􀀮􀀺􀁾􀀮􀀭􀀬􀀮􀂷􀀬􀀮􀁉􀁓􀁈􀁾􀁾􀀧􀀠.""./! iF 􀁾􀀮􀀠􀀬􀀬􀁾􀁈􀀠O:h'e" -,n ,.pQr. ,,'"1"'1;-' <.;"' 􀀺􀁾􀀡􀀻􀁾􀀠! -;-.: ; i 
..,. Cot'" ''". 15150 Surveyor B!vd. Telephone (972) 361-0064 The HNTS Companies AddIson. TX 15001 FaCllfmllel:312) 361-0065 Engineers Architects: Planners www.hntb.com Archer Western
Contractors. Ltd. 2121 Avenue'T HNTB Suite 103 Arlington. TX 76006 Request for Information Response June 27. 2005 Originatnr. Andrew Scheermann RFI Number: R-AW097 Subject MBGF Post
Detailover Curb lDlet Request Please reference Sheet PP-3 and revised MSE wall #2 drainage plans_ Please provide a detail for attaching guardrail posts to the top of inlet A-5. Please respond
to this RFI as early as possible as not to delay the project. Response/Action Taken: In response to the required detail for the MBGF steel post. please supply the steel post connection
to the inlet top as per the detail MBGF-03A of TxDot standards. See attached sheet By. 􀀱􀀬􀁾􀁾􀁾􀀩􀀭􀀭--HNTB Corporation Date: June 27. 2005 Cc: File Steve Chutch.ian. Town of Addison
Jerry D. Holder. HNTB Corporation 
0IIl 􀁴􀁾􀂷􀀠1011 ...Ith 􀁉􀀻􀀧􀁾􀀧􀀠(h '" 􀁾􀀮􀁉􀁴􀁉􀀮􀁉􀁴􀀬􀀠7..... <l10.....1. In ,....&_Il101... , _J WOOl) kotaM lb II!CT......AR 'l1OOO POST O[Ull t-. -%' ot"" 􀁉􀁾􀀧􀀠I.I)G?!
􀁾_ S!'"_ ...􀀡􀁾....I 􀀬􀀬􀁾􀀠_I.. .--_tut. _'........ ""_11.1 􀁾􀀠􀁛􀁾􀁉􀀮􀀢􀀢􀁲􀁴􀁯􀁬􀁾􀁾􀁮􀀩􀀧􀁬􀁬􀀮􀁲􀁯􀀠rt" 􀀮􀁾.. 1)" ,v.' llllOtt .'1t, 4" 3' I" !' V," .. if .. 􀁊􀁬􀁩􀁾􀁾􀁃􀁬􀁄􀀴􀀧􀀠r"
.-Il: ' ::: 1: ! : 􀁾􀀧􀀧􀀧􀁉􀁾􀀧􀀠􀀮􀀡􀁾􀀮􀀬􀀮􀀮􀀮􀀺􀀮􀀠.." , D.c••nOli( tit IDQ-' 11 􀁾􀀠f'OCJt 􀁾􀁮􀀮.11'__1__..... __11101\ 􀁉􀂷􀁾􀀢􀀧􀁾.•􀁾tl"'-. """HI.u. _Ipl_ LOW till My'.T posT
d fll\nce llhall I» _ a!'Iu.n el_1I! (11"1 '"'" 1:11(11'1" 1,,-", (iurOr'a f_1 ahol I I» 􀀱􀁾􀁟􀁉􀁴􀁉􀁟􀁤􀀠to 0f' guOo'Q '0I'I0f ."" .true"..... ra111nv 01 􀁾􀀠1 ii ·<·r I ii 1 ,'.,"
:1 ii ii { '·_to._1__...t· ... 􀁟􀁉􀁜􀁉􀀩􀁉􀁾􀀠Jh U 'tt'III ¢!plIO/"! Q( tN ¢c;r!'I"'OC'fOt', ,,,. "'.0;1 ..1_,-," tOt' 11'11: 0---0 􀀱􀁾w:rt t>-. (,,'r\t4l"led In ..,.,..,... t2' 'h
er 2'5 'teat ncmlnol It:ngH.. 'IIltn Q<I,1 OOIt .10'. (Q(' 􀁾􀀿􀁉􀁯􀁮􀀠1<) 006t., 􀁾􀀠􀀧􀁴􀁾􀁉__'_""'... _tl[V.&'lfJft '(JIlt ,(_tHAt AltClOt SECTION ITAS' Ultmltl'lQI Q"I(lhQr aootlons
01'". enl) "Of' dCwnlltt'eQ'l'l Ql)(Ir"(Ir'Ol1 find 􀁾􀁑􀁏􀁉􀁉􀁉􀀠ulKI{I& QJtside t"'-tlor'l2«ItOI 􀁏􀁬􀁥􀁏􀁬􀀢􀁾􀀠􀁣􀁲􀁾􀀠of ()*,tllno '''0((101 _(# '_1lw:!1 "'<Ill","nl_ ,( 􀀬􀁾􀀢􀁉􀁬􀁴􀁬􀁟􀁬􀀠....
􀀬􀀻􀁩􀀮􀀻􀀻􀀧􀀮􀀧􀀭􀀺􀀱􀀺􀀺􀀺􀀻􀀺􀁾􀀭􀁪􀀠=..:-;,1l􀁾::..:::".::r􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀮􀀬􀁾i<il<l1'! I.." 􀀡􀁾􀂭... 􀁾􀂭.. u:tl.· "_ 110)' bI ..... 11'1 ,t.... <tI .....1. "",.,. 􀀬􀀮􀀮􀁾􀀮􀀠􀁾􀀬􀀮􀀢􀀬􀀬􀀢
􀂭til' "'.. at'"--,1r;tIJ!"""'--tttNr _t.,.blliIN4 .,f"" .ru.... _. Mo 􀁟􀁾􀁉􀀧􀀢J"wM '.olla.cl , .. ____• ='=􀁾􀀧􀀡􀀮􀀮􀁲􀀮􀀺􀀠􀀺􀀢􀁾􀀺􀀽􀀧􀀢􀀢􀀬􀀱􀀢􀀢􀀬􀀧􀀮􀀡􀀩􀁉􀂫􀀺􀀢􀀢􀀧􀁾􀁟􀀮􀀠􀁉􀁪􀁉􀀧􀁟􀀬􀀢􀀬�
�􀁬􀀮􀁾􀀬_ ......... ""bI_ 4;1 cJ!Paet&it 􀁾'"" ,,,,,1_. _ !)I-a tn '"" fl"" 1tl!!11W. !X!«M""I[ &HtHOR OPTll'!§ C "II " II " " "l> .. II i. 7 􀀮􀁾􀁲:: 􀀮􀁾􀀭􀀮􀀺􀀺􀀠􀁉􀀢􀀧􀀨􀁬􀁨􀁴􀀮􀁾e,.
••wlfl' ....flIT It____ 􀁾􀀢􀂭rr -SPl.Ja: 1!i!I..'T 0 1 '1•• _1'11 ...., 􀁟􀁾􀀢􀀮􀁾􀀠I»U. 2" raU '" _tt.tt...... IOtO<fOOI', @I)I.-"." ba!U ,_11'141 (01" ,_Inol -,,-"'1 'f("'UW. tOIIIEC1Of1:
I Yht.' '.,...1"01 C4f'W'Iot¢'OI' 􀁾QltIl> two uaed «> ,.,.. IoEilifrTI.21 tr'Olf'lf.1tI(lt'l ($H WGftTL21 ,ta'W:k:r(\ 􀁾􀀧􀁴•• or on 'the oo.n&tr_ end 'Of (I ccrocre.e 1"'011 locot.d
.out.'de ,"'-tlor'l:ronrol OltlGJ"O'IOI Q('.'" of OPQOt.tno tr(lfffc. (See _ Stondor'd $MI'H 'JE:RUlHAl COftNEC'JOR 4. TNt '1W'mIno' 􀁾t)Crt flhQll be Uf Tn CIQf' ••-􀁾􀁟1" 1\1'11...
Ctf'*'wiM _ on OlllMl In 􀂫􀁃􀁏􀀢􀀧􀁾􀀠wi#! IfolA. -f'Qrll;:r'O\l 􀁾􀀠􀀽􀁾􀁾􀁩􀁾􀀺􀀽􀁾􀁾􀁬􀁾􀀠􀁾􀀧􀀺􀀡􀀺􀀻􀀱􀁾􀀰􀁾􀀺􀀧􀀺􀀺􀀻􀀺􀁾􀁾􀀢􀀧􀁏􀀠1. ",";:ne/'I(3I" MIWo' "hoi'> to 6 1......11\D!
􀁾tlDfIT B1OI1 _I.t 01 a 􀁾􀂭Hon ,II"II(JI" 1.. 1N ..all tClltc. (7' ,,11..11(7' 1C,.. ........INI 􀁾􀁦􀁑􀀨􀀧􀀮􀀠4. 􀁾􀀡􀀺􀁲􀁾􀁈􀁦􀁯􀁲􀁷􀁯􀁾􀁲􀁮􀁯􀁾􀁾􀀡􀀬􀀮􀀢􀀺􀀠􀁾􀀧􀁉􀁜􀁾􀁩􀀬􀀡􀀻􀁾􀁾􀀽􀁦􀁾􀁾􀁾􀁴􀀠o
ra 􀁲􀁾􀁾􀁾􀁃􀀮􀁉􀁾􀁴􀁾􀁾􀀢􀀬􀀮􀀧􀀭I,e. -2· e.d, .II 0.11"tMlSt Sn.ll I'lOO"ro. t. SoIN;;:IOI febrlW'llon '.III ce raQltl..--o at Ina10'IOlI_ "".. InQ''' C\Il"\i(lu.... or I", l.non
􀀱􀁾􀀧􀀠"OCIhJ4. Hl, &.I1"on IWCI/:! POSt bait. (..:500'11 V>all oe I).f 􀁾􀁴􀁉􀀼􀀺􀀺􀁬􀁴􀀺􀁍􀀠􀁉􀁾􀀧􀀢􀀠to 􀁡􀁾􀁦􀁦􀁲􀁾􀀠U" t\tll tl'!.lckrwn. af t,... !'IU'I end 1'1(> ....v••.Mn J'4'
IM)'QI"Id If, &I.i,to"> N04 tpUG6 baIt.. (1.301, fT' %..,. l 􀀧􀀯􀁾􀀮􀀠IIIUt\ 0 %. 􀁃􀁉􀁏􀁵􀁉􀁬􀁉􀁾􀀠.--tC<# M. rlf.lngt. (bCI1'.. /\Uta. end ...r-.l V>all 􀁾􀀠tn 􀀬􀀬􀀢􀁯􀁲􀁾􀀠wit'"
It..... IIat<II fer $1'f'o..w:,ur'u·, nt,llV,I. 'lUI! I oe ,..,a,ralr),. II. U'QIIIIt ",111 􀁾􀀠"t_CI 􀀱􀀧􀀱􀀩􀀮􀁾􀀧􀀠OUO"<I 􀀱􀁾•• ". It o.JOI"OrQl1 ,. 􀁾􀁉􀁣􀁣􀀮􀁡􀀠01'1 a Slo. llQOe
QIKI)' rrl¥l! t",. 􀁾.dOt, ff'le<1 'trw eiOOlt 1'0'. btl,...... '"'" 􀁾o( 1,.. tNI..-, ON! thQ r_ or '''''' 􀀱􀀺􀁉􀀼􀀩􀁴􀀢􀁾􀀨􀀮􀀬􀀮􀀠",!II boIIY.IIltIQ(' 1'1/ln.-. 13. POS'Ie _,1 no1
I» A' (Ul t ..,,.,. 'n (:G"'W'lte. f.f, :;r:.e􀁰􀁾􀁬􀀺􀀬􀁉􀀢􀀽􀀱􀀠:''::!:!::':;l'-:;r;r!:':.' f,..􀁾􀁾􀁾􀁲􀁮􀁬􀁬􀁖􀀬􀁬􀀢􀀢􀀮􀀬􀀮􀀺􀀺􀁲􀁴􀀾􀀡.. wlfft a conelll_..... lIO't...l0'. QI'ICI.-""*"'
􀁾IItW:I;II tMI I' .,' tloI" _ • aI 􀁡􀁬􀀢􀁾by 'the E""G1..-. IS. 􀁾􀁉􀀪􀀬􀁉􀀠􀀨􀁉􀀬􀁾􀀮􀁉.. dlreo::tit<l &y t,.. (nol","" '" C(:IIJOO.t,. ..,.r101 II(IoIt tnd./OI'" DUW_.t h"OOf;.rw
􀁾􀀢􀀭􀀢􀀠«3111"0,," Ill' Of w:I:Ij)ll.,.llI.rtt;Il:MI I!J)4tlfUtotd 'tor a (:I(Kt <t:rot»OIf' blGCI<CI.rt or IlfIIllor .,1""",,101'1'. trw 11,f of ol»"e\'to tI,IlPlllII"l of" POa'.
ON! 􀁯􀁬􀁾􀁡􀀠.11 1M lIII01"'01"1<1 til' "hi Cct'l.'tI'UCtI(ll"l "',,,I.lon. bOOr. METAL BEAM GUARD FENCE ."., #Og{_k.«p 􀁬􀁾.u.y lIU fIt>l;I"" MBGF-03A '----------------------_............._...
_-----------------------
HIITB Coapo; ._ 15150 SUrveyor Blvd. Telephone (912) 361" 0064 The HN'fB Companies Addison, TX 75001 Facsfmlle (972) 361 • 0065 Engineer! Architects Planners www.hntb.eorn Archer Western
Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response June 27, 2005 Originator: Andrew Scheermann RFI N11IIlber. R-AW098 Subject: Ground
Rod at T-4 Mounted Ught Poles Request: Please Reference sheet BR-68, attached Ground rod Detail, Ground Rod and Ground Clamp Specifications S & J Proposes to attach the ground rods for
the T-4 Mounted Light Poles as shown in attached detail. Is this acceptable? Please respond to this RFI as early as possible as not to delay the project Response/Action Taken: In response
to S& J submittal ofdetails and material for the above subject. it was found that the submitted information would be acceptable as long as the electrical contractor uses the compression
connector that he has submitted, make sure the insulation is remove from the #6 ground wire at at point ofconnection and that the connector is properly torque to the --]3,/'-By: an Baulen,
EIT ----Date: June 27, 2005 HNTB Corporation Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation 
HNTII eoc ..... '11. 15150 Surveyor Blvd. Telephone ('!11'2) 361 -0064 The HNTB Companies Addison. TX 75Q0! F.<SImlle (97Zl 361' 0065 Engineers Archn:eds Pianners www.hntb.com Mr. Ben
Withered Project Manager HNTB Archer Western Contractors. Ltd. 2121 Avenne 1» Suite 103 Arlington. TX 76006 Re: Span 9 -Beam Splice June 27. 2005 Dear Ben: Please be advised that the
cost proposal for the Splire connection of the U54 pre-cast concrete beams for Span 9 (Unit 4) has been rejected by the Town. In review ofthe referenre subject. Archer Western was provide
with a manufacture mechanical coupler that the bridge design engineer believed would work and by reqnest only did he provide an alternate splire connection utilizing a welded connection.
Itwas Archer Western Contractors. Ltd.• decision to choose the means and methods for the spUre connection and at no time was Archer Western Contractors. Ltd. directed to utilize a welded
connection. Therefore. any additional cost encounter by the choire of the means and methods of construction shouldn't be passed onto the client. Please contact me, ifyou have any qnestions
in regarding to this matter. ThwkYOkR /6LGuy&;;;:;t HNTB 􀁃􀁯􀁲􀁰􀁾􀁯􀁮􀀠Cc: File Steve Chntchian,TownofAddbon Jerry D. Holder. HNTB Corporation Michael Ebeling. HNTB Corporation CliffR.
Hall, URS Corporation 
...,..,Coo,..lkIII 15150 Surveyor Blvd. Telephone (972) 361 􀁾􀀠0064 The HUTS CompanIes Addison. TX 75001 Fac:sImtle (972) 361 􀁾􀀠0065 £nglneers Arthlteds Planners WWW.hntl),¢:!'m Archer
Western Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response June 27. 2005 Origjnator: Andrew Scheermann RFI Nnmber: R-AW087 Subject: T4
Traffic Rail Mounted Sign Request: Please reference Sheet 68 and Unistrut sign post detail given at owners meeting June 1.2005 Sheet 68 of the Plans shows a "No Parking" sign (RS-3A)
located approximately at STA 57+85 on the South side ofthe BridgelRoad. Does this sign mount to the T4 TnUfic Rail? Ifso. please provide the details on how this sign is mounted to the
Rail and the size and shape of the post required. Response/Action Taken; At this time. the Town of Addison has decided to delete the "No Parking" sign (RS-3A) which is shown to he located
AI!fJ 􀁄􀀮􀁾􀁊􀁤􀀢􀀵􀀠HNTB Corporation Cc: File Steve Chutchfun,Town ofAddison Jerry D. Holder, HNTB Corporation 
_eo......... 15150 Surveyor Blvd Tefephone (972) 361 􀁾􀀠0064 The HNTB CompanIes Addfson. TX 75001 F.osImile (972)361' 0065 EngIneers An:tlitects PI"nnets www.hnth.com Archer Western
Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. 'IX76006 Request for Information Response June 24, 2005 Originator: Andrew Schurmann RPINumber: R-AW095 Subject: Conduit access
in Stinger Request: Archer Western has discovered that due to rebar conflict, S & Jelectric was unable to center the conduit for the stringer lighting in the stinger anchor template.
Archer Western proposes to as built the conduit and drill a new 2"hole in the stringer base plate to accept the conduit Is this acceptable! Please respond to this RFI as early as possible
as not to delay the project Response/Action Taken: As confirmed with the Bridge Engineer, the drilling of a new hole in the base plate wouid be acceptable as long as the new hole is
not near the structural connection of the stinger. Van Bauien, EITBy: Date: June 24. 2005 HNTB Corporation Cc: File Steve Olutchian. Town ofAddison Jerry D. Holder, HNTB Corporation

HIf1'8 c:o. ..... dtu 15150 Surveyor Blvd. Telephone {97ID 361 ·0064 The HNTB Companies Addfson. TX 7SOO1 Facsimile (972) 361 􀁾􀀠0065 engineers Architects 􀁐􀁉􀁾􀁮􀁮􀁥􀁲􀁳􀀠www.hntb.com
Archer Western Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlington, TX 76006 Request for Information Response June 24,2005 Originator. Andrew Scheermann RFI Number:: R-AW096 Subject:
Signal. Pole location Addison Rd. Request: Archer Western and S & JElectric were infonned Tuesday afternoon that the proposed traffic signal pole at Addison Road and Arapaho Road will
need to be relocated, due the cancellation ofthe proposed Addison Road Widening. Where is the Traffic Signals at Addison Road and Arapaho Road intersection need to located? Please respond
to this RFI as early as possible as not to delay the project. Response!Action Talcen.: Archer Western is directed to install the relocated traffIC signal pole and new foundation as per
the original designed location as shown on Sheet TS·3, page 165 and the charts on Sheet T ·4, page 166. 􀁂􀁲􀀭􀀱􀁺􀁾􀁓􀀿􀀮􀁦􀀭􀀭Ir.rte: June24,2005 HNTB Corporation 0::: File Steve Chutchian.
Town of Addison Jerry D. Holder, HNTB Corporation 
HIIT8 Coapol II , 15150 Surveyor Blvd. Telephone (912) 361 􀁾􀀠0064 The HNT8 Comp"nles AddIson. TX 1S00f F.C$lmile (972) 361' 0065 EngIneers Architects Ptanners www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue ur HNTBSuite 103 Arlington, TX 76006 Request for Information Response June 23,2005 Originator. Andrew Scheennann RFr Number: R-AW094 Subject: Addison Road
Paddng Lot Grades Request: Sheet 64 ofthe Plans shows the Addison Parking lot Grading Plan to have two 􀁾􀁌􀁯􀁷􀀠Points" which are located in the Northwest Comer and in the middle of
the South Edge to drain this parking lot. (See attached Sheet) According to Sheet 106 of the Plans, there is an inlet in the southwest Comer just north of the Landscape Mound. (See attached
Sheet) The grades shown on Sheet 64 appear to create two ·ponds" that will not drain toward this Inlet C-7 shown on Sheet 106. Please provide a revised grading plan as soon as possible
as not to delay the project. Response/Action Taken; To eliminate the low points along the South edge ofthe parking lot, Please find the attach sketch with new grades and contours for
the east half of the Parking Lot off of Addison Road which is found on the Sheet G-4, page 64. 􀁬􀁤􀀶􀁾􀁟􀀠 By: 􀁾􀁖􀁡􀁮􀁂􀁡􀁵􀁉􀁥􀁮􀀧􀁅􀁉􀁔􀀠HNTB Corporation Date: June 24, 2005 Cc:
File Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation 
\ --,.:--,:J I -, -!-􀀺􀀺􀁓􀀬􀀮􀁾􀀩, , :. ---1------􀁯􀁯􀀫􀁾􀁧􀀠---,:{ --0_--\ \ \ 􀁾􀀠, , -􀁾􀀠.. ... _
Tho HNTB c:.mpo.... 15150 Surw1:yor Blvd. Telephone (912) 361-<>064 Engineers Architects PllJnnMs Addison TX. 15001 Facsimile (912) 36'HlO6S www.hntb..com HHTB.lcb# 25768 -Arapaho Road
-Pb... ill VIA Hand DeliVllred Dat", June 24, 2005 To: Steve CbutdrumLetterot Town ofAddison MNTBTransmitta1 P.O. Jlox 9010 16801 Westgrow Drive Addison, TJ( 75001 ReQenlI"" Midway Trallic
Control w..... """"""'1\9 to you: Estimates _X_ Plans Prints Reports Shop Orawlnqs Samples Change Order Disk Copy of letter Book Other #: of Copies Drawing # l.st Oated Code Description
1 6/7.4/05 Addendum to the Traffic Control on MidwayRd. -Prop<»<dExten.wn ofthe Low Profile Barrien to accommodate the storing (Ifthe South A1dJ. on Site. Then are tnlnsmltted: For approval
As requested Copies for distribution x: For your use Resubmit X For Review & comment Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections
noted Pluse note:: Archer Western was only able to get delivery of the Bridge art'be$ as tong as the fabricator WOlJ.ld be able to 3hip all sections of the bridge an:h. Archer W¢$tem
is propo$ing to extend the low profile (OJlcrere barrier to the routh. ro they om store the south arch sedion in the middle Dfthe roadwaybehind the concrete barrier for protection. Please:
review and provide. any comments.. 
1 , 1 1 I I I I I 1 , I I I) t-I 1 I I I • !. ($Zz LEGEND ARROW BOARD o CHANNELIZING DEVICE EVERY 25' TYPE III BARRICADEI -I CONSTRUCTION SIGN '" -DIRECTIONAL ARROW';' +E: I o C C tl
I􀁾􀁾􀁾􀀺􀀺􀁊􀀺􀁢􀀺􀁊􀁉􀁾􀀠A 1'\ eRr; E Ml0WAY o , o 􀁾􀀺􀀻􀀻􀀻􀁾􀁩􀁬􀀵􀁁􀁄􀀧􀀮􀀮􀁤􀀮􀀮􀀭􀀽􀀻􀁾􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀁾􀁾􀁾􀀺􀀭􀀺􀀧􀀢􀁬􀀮􀀭􀀽􀀭􀀭􀀽􀀭􀁾􀀺􀁾􀁾􀁊􀁉􀁉􀁾􀁉􀁾􀀠Go.-. e/'c.-k 􀁾􀁬􀁗􀁲􀀧􀀭􀀱􀀠7'1w,?
'" 􀁾􀁾􀁾􀁾􀁾􀀳􀁾􀁾􀁾􀁾􀁩􀁾􀁾􀁾􀁾􀁾􀁾􀁩􀁾􀁾􀀱􀀠 􀁗􀀭􀀺􀀾􀀧􀀭􀀫􀀭􀀭􀁾􀁩􀁩􀀻􀀻􀀻􀀻􀀭􀀴􀁈􀁊􀀺􀀻􀀻􀀠+0 -u..k..d 􀁾􀀠loo.) ?.oC:t.. 1.1/:.1',} 􀁬􀀮􀁾􀀠)." 􀁳􀁾􀀠'" 􀀴􀁩􀁾􀀠􀁁􀁈􀀮􀀮􀁮􀁾􀀠􀁏􀀧􀁉􀀮􀁤􀁾􀁾.
.(Thl,. 1) 􀁾􀀠􀀺􀁓􀁾􀁲􀁣􀀮􀀮􀀠􀁾􀁾􀀠2. 􀁾Sed,;"" '* .:&. 􀁾L -s4ul A-rJ.... 􀁁􀁲􀁣􀁨􀁥􀀮􀁴􀀩􀁊􀁾􀁔􀁕􀁎􀀠....;.ll • 􀁬􀁙􀀧􀀱􀁯􀀮􀀮􀁮􀁾􀀠Two 10 􀀦􀁾􀁷􀁬􀁬􀁌􀀮􀀠􀁔􀁴􀁊􀁨􀁾􀀠􀁌􀁾􀁥􀀮􀀠+hru
􀁾􀀠COt> 􀁾􀁫.....l-l1Q ... 􀁾􀀢􀀮􀀫􀀭􀀼􀀮􀀮􀀠NOTE: 1. ALL TRAFFIC CONTROL ELEMENTS INCLUDING THE RETURN OF MIDWAY ROAD MEDIAN TO IT'S ORIGINAL CONDITION IS THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE INCLUDED IN THE UNIT BID PRICE FOR TRAFFIC CONTROL. TRAFFIC CONT'ROL PLAN Ir l 􀁾􀀠__ SINGlE LANE: CLOSURE: ICRASS: _,J=:::::-165' rAPER '20' 120' , 
H1f1'II Cae,," 11M 15150 Surveyor alvei. Tolephone (97Zl 361· 0064 The HNiS Companies AddIson. TX 7500J Focsfmjfe (912) 361 -0065 Engineers Archlteas Planners www.hntb.com Mr. Ben Withered
Project Manager Archer Western Contractors, Ltd. 2121 Avenue"r Suite 103 HNTB Arlington. TX 76006 January 10. 2005 Dear Ben: We are in receipt of your letter date May 2. 2004. in which
you are requesting changes to be made to the Change Order #2. After review of your submitted PCO-26. dated December 13,2004 on the unit prices of items 1210. 1211. 1212 & 1213; it was
observed that the spreadsheet was missing the compensation for bonds and insurance. The requested in increase of the unit prices respectively will be address in the next Change Order.
In reference to your letter for the extension of time. HNTB concurs that the dates indicated due match the CPM and the revised issued date for the conduit promes. Upon review ofyour
request based on your CPM, HNTB can not recognize the statement that the critical path was affected by the re-issue of the conduit profiles caused by the change in criteria required
by TXU and DWU. The CPM show that the conduit services would start on Aug. lB. 2004 and ftnish by Sept. 9. 2004 with a float of 12 days. The next item on the critical path is the storm
water box culvert showing a start date of Sept 10th• Base on our records, Archer Western began the installation of the box culvert on September lOth, which is shown to be the early start
for this critical path item. In review. there is no delay to the critical path. The Town ofAddison has indicated that ifArcher Western Contractors, Ltd. does not agree, that this issue
wou1d be subject to discussion at a later date. but at this time. no addendum will be considered for Change Order #2 and will be process as is. Please advise us ofany actions you will
take. 􀁔􀁨􀁡􀁮􀁫􀀢􀀧􀁩􀁾􀁾 􀁾􀀻􀁴􀁡􀁵􀁬􀁥􀁮􀀠HNTB Corporation Cc: Steve Chutchlan, Town ofAddison Jerry D. Holder. HNTB Corporation Michael Ebeling, HNTB Corporation FUe 
Archer Western I Contractors JUN 03 2005 HNTB CORPORATION DALLAS, TEXAS June 2,2005 Letter: HNTB -46 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr, Guy Van-Baulen RE:
Town of Addison Arapaho Road Phase III Project No, 04-22 Change Orders 2 & 3 Dear Guy: Attached are the signed change orders #2 & #3, from the Town of Addison Arapaho Road Project. The
unit prices for items 1210,1211,1212, & 1213 are in error, The items should have the following unit prices: $96,33, $77,56, $71,74, and $2579.43 respectively, The revised unit prices
include compensation for bonds and insurance that was not included in the current prices, Item #1205 "Concrete Stabilized Sand for TXU Conduit" did not include a time extension of 23
days as reflected in our letter dated 919104, Please make these adjustments to change order #2, If you require additional information, please contact Andrew at our field office, Sincerely,
􀁾􀀬􀁾􀀠Ben w2'􀁾􀀭􀀭􀀭􀁯􀀮􀁢􀀮􀁟􀀠 Project Manager XC: Andrew Schneemann Don Good File L \ \ ."""."""YI..tott-P 􀁊􀀧􀁬􀁊􀁾􀁬􀀢􀀠 t 􀀺􀀺􀀮􀀬􀀮􀁾􀀠2121 Avenue J, Suite 103 A Member of
The Walsh Group Arlington, Texas 76006 An Equal Opportunity Employer Phone: 817,640,3898 Fax: 817,640,8734 www.walshgroup.com 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE 111 Project No. 04-22 CHANGE ORDER NUMBER: 02 1. CONTRACTOR: Archer Westem Contractors, LIII. 2. Change Order Worl< limits: Sta. 􀁟􀀮􀀮􀀺􀀭􀀱􀀡􀀮􀀺􀀫􀁾􀁚􀁓�
�􀀺􀀮􀀮􀀮􀀮􀁟􀀠to Sm. 114+15 3. Describe the work bei revised: _eral item of worl< were ""1'-by the Town of Addison for public noVeilication and modification for future <feve!opement
other ttems are related to underground utility conflict and unroreseen site condition: See attached reason sheet 4. Work to be performed in accardance with items: See attached Table$
5. New or revised plan sheat(s) are attached and numbered: SW-3 to 8, SW14 to 16 & 29; IR.o1 & 09; RT-3 6. New general _ to the contract are attached: lJ Yes iii No 7. New Special Provisions
to item.li!8....-No. 􀁾Special Specification item.l!ta-are attached. Each signatDry hereby warrants 11101 each h•• 1I1e au1hority to execut& 11115 Change Order (CO). TypedlPrinted Name
Typed/Printed TI1le The followtng IItformaUon must be provided Time Ext. #; NfA Days .dded on 11115 CO: Amount added by 1111. change order: $17,548.18 r' 􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀁾􀁾􀁾􀀠 Project
Manager oats Town of Addison lJ APPROVED Asst. Public Works Director fie-e4L. Town ofAddison e(APPROVED Asst. City Engineer .... 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NO. 02 TAeLE II: Fa"", Acalunl Work and Materials PI"""" InIo stockI I --, 1"-"-1 OVERRlJNIUNIT I UNIT PRICE.
I QUAN11TY IT!MCOST QUAllTLTY QUAIITlTY ITEM COST UNDERRUN 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NO. 02 TABLE a; <:ontract items (ContInued) ITEM DESCRIPTION UNIT UIIITPRICE 􀁾􀀮􀁾􀁑􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀀫􀀠_IOUSLY
REVISED QUAKTITY ITSllCOST CHANGE ORDER QUAIITITY REVISED CONI1W:T QUANtlTY ITSllCOST 0Jl0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CHANGE ORDER 0VERRlJIII UNDERIIUN Tb&"'TotaIs"
from Table S ofthe pnvlOUs w ..., $ 1225052.41 $1.225.052.41 0.00 0.00 0.00 0.00 0Jl0 0.00 0.00 0.00 0.00 0.00 0.00 0Jl0 0Jl0 0.00 0.00 0.00 0Jl0 .IM! 0Jl0 0.00 0.00 0.00 0.00 0.00 0.00
0.00 $1,2<12,600.59 .24 600.59 $17.548.18 $17.548.. 
Arapaho Road -Phase III Project No. Change Owex No.2 Reason for Change This change order will increase work by twenty-one new contract work items, the reduction in quantity of5 original
bid items and the increase in quantity of two original bid items. The change order will result in zero (0) days time extension to the contract. Item 1202 -Pump Station Connection and
Future Irrigation system: Re-routing ofexisting irrigation at the pump station and tying existing irrigation system to the new controller relocated at the pump station. InstaIl13 extra
14ga.wires and communication cable from the new controller location tc the south side ofArapaho Rd for future expansion as requested by the Town ofAddison. Item 1203 -Relocate of Comfort
Suite Irrigation System: Relocating the existing irrigation system along the south side ofArapaho Rd between stations 70+50 to 73+00. System was found tc be under the future sidewalk
and within the contract ROW. Item 1204 -Job Signs: At the Town's request, furnish and install "Pardon Us" signs tc be installed facing the hotels/motels for the customers. Item 1205
& 1220 -Concrete Stabilized Sand Backfill ofTXU Conduit Furnishing material, backfuling and grading ofthe new TXU conduit for the electrical services along Arapaho Rd. Material and wods:
to be performed tc satisfY required clearance requirement placed after original design. Item 1206 -8" Resilante Bate Valve w/box and stack: The furnishing and installation ofan additional
8"gate valve to e!iminate the inconvience to the adjacent stores and restaurants, during the relocation and lowering ofthe 8" water main and fire hydrant. Item 1207 -Encasement ofSteel
Casing on Sanitary Sewer: Furnish and place flowable backfill around the sanitary sewer steel casing to provide 100% backfill and protection ofthe steel casing form corrosion caused
by electrolysis. Item1208 -Tnemenc Paint for Steel Arches: The Town ofAddison agreement tc have the contractor furnish and apply the a Tnemenc paint for the steel arches to prevent fading
of the color "Frank Blue" and correct the spec. finish requirement for the structural steel. Item 1209 -Handhole Access in Stringer: Upon request ofthe Town of Addison, tc provide a
hand hole access tc the inside ofthe structural stinger for future use. 
Item 1210 to 1213 -21 in., 24 in. & 30 in. Gasket Reinforced Concrete Pipe: Furnishing and installing ofgasket reinforced concrete pipe in place ofstandard reinforced concrete pipe between
the station 0+68 to 6+00 to prevent the infiltration ofground wate1" into Line 'C' storm sewer. Reduction to existing bid items of related size will be required. Item 1214 to 1216 Lowering
of 12" Water Main and Valves: These three items are required to perform the lowering ofthe existing 12" water main, so both Line A and B stonn sewer can cross over at Surveyor Blvd.
The conflict between the storm sewer and water main was an unforeseen conflict which was not detectible from provide information during the design. Item 1217-Portable Changeable Message
Board Signs: At the Town ofAddison's request, the contractor is to furnish and install "Advance Warning Message Board" signs to warn approaching traffic ofthe upcoming changes of the
traffic pattern for Midway Rd. for the installation ofthe bridge and utility crossings. Item 1218, 1219 & 1221 -12" Corrugate Metal Piping and Drainage System: These three items are
required to provide drainage to the existing properties along the MSE wall that is along the ROW. Because the existing ground had a flat grade with little slope, this addition drainage
was added to prevent water form ponding on the adjacent properties. Item 1222 -Furnish & Place 6"thick reinforced Concrete Pavement: This item is created to have all parking lot change
the concrete pavement to a standard thickness of 6". This will reduce the existing bid item 1 09 quantity ofthe 1 0" concrete pavement. Item 109 -Furnish & Place 10"thick reinforced
Concrete Pavement Reducing the existing bid item quantity and reinstating the quantity amount under a new work item 1222 with a reduced price. Item 145 -Structural Excavation: This item
is to be increase in quantity by the amount of the Structural wall #3 under the change dimension for MSE #3 during shop drawing review. Item 155 Furnish & Install Concrete Railroad Crossing:
This item is to be deleted, at time of bid Addendum requiring all railroad items to be zero dollars/$0.00 at bid time. This bid item was missed under this addendum is to be deleted.
Item 238, 239 & 240 -Reinforced Concrete Storm Sewer Pipe: These three bid items original to be installed between stations 0+68 to 6+00 on the Line 'C' Storm Sewer system at the brickyard
are to be reduced in quantity. Item 260 -8" Reinforced Concrete Parking Lot: At the Town ofAddison's Request To remove the entire parking lot and replace with new under this original
bid item. This is to eliminate the look ofpatchwork ofthe existing parking lot. HNTB Corporation Guy Van Baulen, EIT 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NUMBER: 02 1. CONTRACTOR: Archer Western Contrac1crs, Ltd. 2. Change 0_Wori< Umits: st.. __-1:..;+:.25=--_
to st.. 84+15 3. Describe the work bei revised: Several 􀁾􀁥􀁭of work were requests by the Town or Addison for public notielfioation and modification lor future de.elopement Other items
are related to underground utility conflict and unforeseen site oondition: See attached reason sheet. 4. Work 10 be performed in aeoondan"" with Items: See attached Tables 5. New or
revised plan sheet(s) are attached and numbered: SW-3 to 8, SW14 to 16 & 29; IR.(I1 & 09; RT-3 6. New genera/notes to 1he conttact are attached: C Yes Iii! No 7. New Special Provisions
to Item NlA No. ...J:l!A.. Special Specffication Item 􀁾are attached. Each signatory hereby warrants that each has 1he authority to execute this Chenge Onder (CO). Project Manager Town
of Addison C APPROVED _. Public Worko Director fi.e-􀁾􀀬􀀠Town ofAddison I3"'APPROVED _.􀁾Engineer TheoontracfQ(musf sign tho 􀁃􀁴􀁲􀁡􀁮􀁧􀁥􀁏􀁲􀁤􀁥􀁲􀀸􀁾􀀠by doing $0, 􀁾towaiv9 ny
end aN c1e/m!J tt;, additionalt:.'OII1P6nmlion !/oo to any and aN other ex;tl!Mse.s; additiooar OOEU1gt1S for !!me. avamead and txdft; IX loss of rompen'SBtiOn as a (t),fffJt of thfJ
Ch6nge. 􀀺􀀺􀀢􀁏􀁾􀀧􀁬􀀴􀀮􀁾􀁻􀁾􀁽􀀬􀁾􀀠 TypedlPrinted Name 􀁂􀀰􀁖􀁊􀁗􀀱􀁾􀀠TypedlPrinted T!U& 􀀧􀁾􀁦􀁴􀁁􀁁􀀺􀁩􀁍􀁦􀀡􀀧The fol/oWlng /nformatJon must be provided Time Ext #: N/A Days
added on this CO: Amount edded by this change onder: $17,548.18 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE HI Project No. 04-22 CHANGE ORDER NO. 02 TAlILE A: Foroe Account Wolle and Matoria'" Placed Into S1ocI< I.A8OII. HOURJ.Y HOURLVRATE TAlILE
II: COntlllel Hems ITEM DE8CIIlPnOM UNiT I UNIT PRICE I 4UANTTTY fTEMCOST QUANTITY REVISED CONTRACT QUANTlTY ITEM COST OVERRUNI UNDERRUN 
----------TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHAse III Project No. 04-22 CHANGE ORDER NO. 02 TABUi B: Con1ract Item. CHANGe􀀧􀀺􀀢􀁾􀁉􀁾􀀠+ RlMSED CONTRACTORDER ORDERPRIMOUSI.YAIllIISED
OVERRUWQUAHTITY QUANTITYITEM DtlSCRlPTIOH QUANTITY IT!illCOSTUNIT UNIT PMlCE ITEM COST UNDERRUN 0.00 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ."T", Tabl. B of lila _WOf1< $1.242.600.59 $17.548.18 TOT .59 $17.-'• $ 􀁾􀀡􀀠
Arapaho Road -Phase III Project No. Change Order No.2 Reason for Change This change order will increase work by twenty-one new contract work items, the reduction in quantity of5 original
bid items and the increase in quantity of two original bid items. The 􀁣􀁨􀁡􀁮􀁾order will result in zero (0) days time extension to the contract. Item 1202 -Pump Station Connection
and Future Irrigation system: Re-routing ofexisting irrigation at the pump station and tying existing irrigation system to the new controller relocated at the pump station. Install 13
extra 14ga.wires and communication cable from the new controUer location to the south side ofArapaho Rd for future expansion as requested by the Town ofAddison. Item 1203 -Relocate of
Comfort Suite Irrigation System: Relocating the existing irrigation system along the south side ofArapaho Rd between stations 70+50 to 73+00. System was found to be under the future
sidewalk and within the contract ROW. Item 1204 -Job Signs: At the Town's request, furnish andinstall ""Pardon Us" signs to be installed facing the hotels/motels for the customers. Item 1205 & 1220 -Concrete Stabilized Sand Backfill ofTXU Conduit Furnishing material, backfilling
and grading ofthe new TXU conduit for the electrical services along Arapaho Rd. Material and work to be performed to satisfy required clearance requirement placed after original design.
Item 1206 -8" Resilante Bate Valve w/box and stack: The furnishing and installation ofan additional 8"gate valve to eliminate the inconvience to the adjacent stores and restaurants,
during the relocation and lowering ofthe 8" water main and fire hydrant. Item 1207 -Encasement ofSteel Casing on Sanitary Sewer: Furnish and place flowable backfill around the sanitary
sewer steel casing to provide 100% backfill and protection of the steel casing form corrosion caused by electrolysis. Iteml208 -Tnemenc Paint for Steel Arches: The Town ofAddison agreement
to have the contractor furnish and apply the a Tnemenc paint for the steel arches to prevent fading of the color "Frank Blue" and correct the spec. finish requirement for the structural
steeL Item 1209 -Handhole Access in 􀁓􀁴􀁲􀁩􀁮􀁾􀁲􀀺􀀠Upon request of the Town ofAddison, to provide a hand hole access to the inside ofthe structural 􀁳􀁴􀁩􀁮􀁾􀁲􀀠for future use. £
" , 
Item 1210 to 1213 -21 in., 24 in. & 30 in. Gasket Reinforced Concrete Pipe: Furnishing and installing ofgasket reinforced concrete pipe in place of standard reinforced concrete pipe
between the station 0+68 to 6+00 to prevent the infiltration ofground water into Line 'C' stonn sewer. Reduction to existing bid items ofrelated size will be required. Item 1214 to 1216
Lowering of 12" Water Main and Valves: These three items are required to perfonn the lowering ofthe existing 12" water main, so both Line A and B stonn sewer can cross over at Surveyor
Blvd. The conflict between the stonn sewer and water main was an unforeseen conflict which was not detectible from provide information during the design. Item 1217-Portable Changeable
Message Board Signs: At the Town ofAddison's request:, the contractor is to furnish and install "Advance Warning J'vfessage Board" signs to warn approaching traffic of the upcoming changes
of the traffic pattern for Midway Rd. for the installation of the bridge and utility crossings. Item 1218, 1219 & 1221-12" Corrugate Metal Piping and Drainage System: These three items
are required to provide drainage to the existing properties along the MSE wall that is along the ROW. Because the existing ground had a flat grade with little slope, this addition drainage
was added to prevent water fonn ponding on the adjacent properties. Item 1222 -Furnish & Place 6"thick reinforced Concrete Pavement: This item is created to have all parking lot change
the concrete pavement to a standard thickness of 6". This will reduce the existing bid item 109 quantity ofthe 10" concrete pavement. Item 109 -Furnish & Place 10"thick reinforced Concrete
Pavement: Reducing the existing bid item quantity and reinstating the quantity amount under a new work item 1222 with a reduced price. Item 145 -Structural Excavation: This item is to
be increase in quantity by the amount of the Structural wall #3 under the change dimension for MSE #3 during shop drawing review. Item 155 -Furnish & Install Concrete Railroad Crossing:
This item is to be deleted, at time of bid Addendum requiring all railroad items to be zero dollan;/$0.00 at bid time. This bid item was missed under this addendum is to be deleted..
Item 238, 239 & 240 -Reinforced Concrete Stonn Sewer Pipe: These three bid items original to be installed between stations 0+68 to 6+00 on the Line 'C' Stonn Sewer system at the brickyard
are to be reduced in quantity. Item 260 -8" Reinforced Concrete Parking Lot: At the Town ofAddison's Request To remove the entire parking lot and replace with new under this original
bid item. This is to eliminate the look ofpatchwork ofthe existing parking lot HNTB Corporation Guy Van Baulen, EIT 
TOWN OF ADDISON, -rEXAS ARAPAHO ROAD -PHASE III . Project No. 04-22 CHANGE ORDER NUMBER: 3 1. CONTRACTOR: ArcIIerWesIem Contractors. Ltd. 2. Change Order Work Umits: $la. -1+25 to $la.
3. Describe the work being revised: This Change Order work i. forthe additional concrete fur!fle cast·I....PIa<e Concrete Retaining WaH and concrete curb and gutter work along the project
site. See attached reason sheet. ,4. Work to be performed in accord<Inee with Items: See attached Tables 5. New or revised plan sheet(s) are attached and numbered: RT-3 6. New general
notes to 1he contract are attached: [] Yes Ii!lNo 7. New Special Provisions to Item N/A No. 􀁾Special Speeification 1tem.llliL. are attached. Each signatory hereby warrants that each
has the authority to 􀁾1his Change Order (CO). Tb& cootracfry mils! slfn the CilarJgI!; Orr:i« and, by doing 80, 􀁾to waive y and an clafm$ fa at:kJ;ffonaJ comp!l!'I$8lion due to anyrmd
«f[ other The following InfonnatJon must be provided 6$; additional c1t<'1'Ige$ kr time, owrflfiiild and{rOIfi.' (Y 103$ 01 􀁾􀁴􀁊􀁯􀁮as til r&ult OftttIs chatJSiQ Tune Ext #: NIA Days
added on 1his CO: _-,,0_ THECONT By TypedlPrinted Name TypedlPrinted TI!!e Amount added by 1his changs order: $124,766.25 Project Managar Date Town of Addison [] APPROVED Ass!. Public
W_ DtnecIot foe-􀁾􀀠q..! t!c/.r Town of Addison Date DY"APPROVED As15t. City Engineer 
---1223 TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04·22 CHANGE ORDER NO. 02 TASLE A: Fmce Accounl Work and Maleciala PI.&C4d Inla Slock L ___ -1___ LABOR HOURLY -----_I
••--., HQUALYRA1 , 1___ 1-I tABLE B: Contract 􀁕􀁾􀁭􀁡􀀠CHANOEORIGINAL CONTRACT + REVISED CONTRACT CHAMGE ORDERQRDEJtPREVIOUSLY REVIseD OVERRuruQUANTITY QUAHnTVUNtlPRICE ITEMC06T QUANTITYJTEM
DESCRJPTlOH UNIT <rOM coaT UNDERRUN 0..00 ,.... <4$0.00 t23,W.so$501.13 $23.001.50LF 460,"FUml,b" Place 8" tbh:k Curb and Outttr. 4GOO 51 28 d ,.. Cy 850,00 1280.102.50 U5.00 1295.00
Slt1.KO.25 t101.151.16Furnish I. Plact Com::..t. Rttilnrn Willi, Cia.. 'P Conc:.tc $2SUS 0."0." 12 ,7fi.2STOT 04.Ha.1iI 2'• ...• • ' ...􀀺􀁾􀀢􀀬􀀮􀀢􀀬􀀮􀀠
TOWN OF ADDISON. TEXAS ARAPAHO ROAD -PHASE 01 Project No. 04-22 CHANGE ORDER NO. 3 TAIILE B: Contm<t _ (Continued) TRACTPRl!VIQIISLV IIIMS&D ITEM UNIT UNlTPIIlCE QUAJIlTI'Y ITEMCO$T
-ORDER -QUAllTITY REVISED CONTRACT CHANGE ORDER 0lJANT1TY ITEM COST OVERRUN! UNOERRUN ••00 ••00 u..O 0... 0.00 0," 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0.00 0.00 0,00 0,00
0,00 0,00 0.00 0.00 0.00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 0.00 The "Totals" from Table B of the revlous wane sheet: $ 2\10,202.50 S12A,mI.25$4Il4.961l.75 TOTALS
S2B0,202.50 ,968.75 $124.766.25 
Arapaho Road -Phase III Project No. Change Order No.3 Reason for Change Item 144 -Furnish & Place Concrete Retaining Wall, Class 'F Concrete: This work is for the adjustment to the quantity
ofthe Structural wall for the design and reconfiguration ofthe Mechanical Stabilized Earth Wall #3 that is supported by the Structural Wall. Item 1223 -Purnish & Place 6" thick Curb
and Gutter, 4{)OOpsi @28 days: This work has been added to the contract for the installation ofcurb and gutter to control storm water runoffand traffic control. The change order will
result in zero (0) days time extension to the contract. HNTB Corpomtion Guy Van Baulen, EIT 
'j TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE 01 Project No. 04-22 CHANGE ORDER NUMBER: 3 1. CONTRACTOR: Archer Western Contractors, ltd. 2. Change Order Wor1< Umits: SIa. 􀁟􀀮􀀮􀀺􀀭􀀱􀀡􀀮􀀺􀀫􀀺􀀡􀀺�
�􀀵􀁾􀁟􀀠to SIa. 3. D"""fibe 111. work being revised: 1111$ Change Order well< i. for the additional concrete for tile Cost·In-Place CooereIe Relalning Wan and.:onerete etJtb and gutter
work along the project de. See attached reason sheet. 4, Work to be performed in a"""rdance with nems; See attached Tablt!s 5, New or revised plan sheet(a) are attached and numbered;
RT-3 6. New general noms to the contract are attached; [J YES Eil No 7. New Special Provisions to Hem N/A No. NIA. Special Specification Hem 􀁾are attached. Each Signatory hereby "",rrants
1Ilat each has 1I1e authority m execute 111;" Change Order (CO). 11Ie following Information must be providedThO CtYItt.!Cfor mU!lf sign 11M Chang& O'der and, by doif19 so. 􀁾to waNe
any and all claims ft:r addiOOool compenseb'on duuto any 􀁡􀁾1111 other expeI'I3es; expeI'I3es; sddilionel changes tbr time, overhead end WJfjt; or loss of 􀁾􀁡􀁬􀁬􀁯􀁮as a ra811/t0l
Ihl$ coonQe" Time Ext #: NlA Days added on this CO: 0 Amount added by tIlis change order. $124,766,25 By Typed/Printed Name Typed/Printed Trtle [J APPROVED Project Manager Dam Town of
Addison o APPROVED Aoot. Public Wor1<s Director 􀁾􀁾􀀬􀀠 Town of Addison Ilt""APPROVED Asst. City Eng;""", 
-----------------TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No, 04·22 CHANGE ORDER NO. 02 TABLE A:: rorce mounl Work &tid Material. Placod Inlc Stock LABOR HOURLY IHOURLY
RATE I TABLE B: COfllmclllema CHANGEORJOINAL (,OHYMe'!'''' REVISI!Q CONTRACTPREVIOUSLY REVlSED ORDER QUA,NTIrv ITEM e061' QUANTITY 11.O0: tG.OoO 460.0n 850,QO $280,202.50 􀁾􀀡􀀮􀁏􀁏􀀺􀀠CHANG.
ORDER OV£AAUWUNIT UNIT PRICI; QU)l.rmTYITEM DESCRIPTION rTEMCOST UNDERRUH $51.13Fl.IInlsl1 'Piau 8-thick Curb osnd Outf,t. 4000 $1 21 d LF <4$0.0(11m m.004.50 $':2l.OGUiO 1294,&5Furnish'
􀁐􀁉􀁾􀁮Cone rd. ft.bl(llllg Willi. <::1.... 'f" Concnt« cr1-U 1.295.00 1101.151.15'311,56&.25 0.00 0.00 I 210,202.50TOTALS; 12 ,71U ....:;"'. ,.. 
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NO. 3 TABLE B: Contract Items (Continu.dl ORIGINAL CONTRACT + PREVIOUSLY REVISED CHANGE OROER REVISED CONTRACT
CHANCJE ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANmY ITENCOST QUANTITY QUAHTrTY ITEM COST OVERRUN! UNDERRUN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 The "Totals" from Table B of thB TOTALS nlvlous work sheet: S 280,202.50 $280
202.50 0.00 $404.968.75 ,968.75 $124,766.25 $124,166.25 
'. Arapaho Road -Phase III Project No. Change Order No.3 Reason for Change Item 144 -Furnish & Place Concrete Retaining Wall, Class 'F Concrete: This work is for the adjustment to the
quantity ofthe Structural waLl for the design and reconfiguration ofthe Mechanical Stabilized Earth Wall #3 that is supported by the Structural WalL Item 1223 -Furnish & Place 6" thick
Curb and Gutter, 4000psi @28 days: This work has been added to the contract for the installation ofcurb and gutter to control storm water runoffand traffic control. The change order
will result in zero (0) days time extension to the contract. HNTB Corporation Guy Van Baulen, EIT 
1 Date: 26-May-05 COR# Change Order Request Form Town of Addison Arapaho Phase 3 16801 Westgrove Texas 75001 of no days nfa Approval Assistant City Manager Chris Ter 
HK1'B CoIpoude. 15150 Surveyor Blvd. Telephone (972) 361' 0064 The HNTB Compenles AddIson, TX 15001 Fa",lmile (972) 361 • 0065 Engineers ArchItects Planners www.hntb.com Town ofAddison
P.O. Box 9010 16801 Westgrove Drive Addison. TX75001 HNTB Notice of Propose Change May 24. 2005 NPC Number: HNTB-20 Contractor No: AW·PCO 37 Subject: Relocation ofthe Existing1J'" water
!.iDe and gate valve. Description: During the layout of the future MSE retaining wall. itwas discovered that a portion of the existing 8" water main and a gate valve were directly under
the future MSE retaining wall. Based on the original record drawings the water main should have been outside of the MSE retaining wall. Therefore. it is recommended to relocate the existing
waterline from under the MSE retaining wall to allow for future access or maintenance to the existing waterline. Please find below the estimated cost for the subject mention above utilizing
the contract bid items. Projected Costs: Item 103 Full Depth Saw Cut Existing Concrete 25LF $2.40/LF $ 60.00 Item 106 Remove and Dispose ofExisting Driveway 34SY $3.40/SY $ 115.60 Item
112 􀁆􀁵􀁭􀁩􀁳􀁾& Place 8" thick Reinforced concrete Driveway 34SY $34.18/SY $ 1.162.12 Item 262 8" PVc, Type C909. Class 150 waterline 190LF $55.18ILF $ 10.484.20 • Please Note: The
Work compensated under the bid item unit prices will increase the contract value by $11.821.92. By: )£ 􀁊􀁾􀀶􀁊G:7an Baulen, EIT HNTB Corporation Date; May 24, 2005 Cc: File Steve Chutchian.
Town of Addison Jerry D. Holder. HNTB Corporation 
CHANGE ORDER NO. 01 In accordance with the Agreement between the Town of Addison ("Clienf'), and URS Corporation rURS"), a Nevada corporation dated November 11. 2002 (for Work Order
No. 002 ) this Change Order describes the agreed upon changes to the Services, Schedule, and Payment for the Services. Project: Araoaho Road Bridge at Midway Road. Construction Administration
Services U RS Project NO.25334402 Date: __ REFERENCE: Drawing No. N/A Specification No. N/A Other....,N""IA-'-____________ The Agreement is hereby changed as follows: Additional fee
for the continuation of Construction Administration Services. Justification for Change: Additional fee is required to continue to respond to design changes during construction as well
as review and approve the erection and stressing sequence, drawings and calculations for the arch span. CHANGE TO ESTIMATED CONTRACT PRICE (See Attachment g) Original Estimated Contract
Price (Work Order No. 002): $ 25,000.00 Current estimated contract price, including previous change orders: $ 25,000.00 The estimated Contract Price due to this Change Order will be
increased by: $ 12.400.00 The new estimated Contract Price due to this Change Order will be: $ 37.400.00 CHANGE TO THE ESTIMATED SCHEDULE (See Attachment NlA) The date for completion
of all work under the contract will be: October 31, 2005..... _____________ EXCEPT AS PROVIDED IN THIS CHANGE ORDER, ALL TERMS AND CONDmONS OF THE CONTRACT REMAIN UNCHANGED Acceptance
of the te of this Change Order is acknowledged by the following signatures of the Authorized Representatives. 􀁃􀁌􀁬􀁅􀁎􀁔􀀮􀁾􀀠Typed Nametntle (. 5" 􀀨􀁯􀁾􀀯􀁏Date of Signature \ cc:
Accounting CHANGE·ORD1.DOC 4-AU(3.00 
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD CHANGE ORDER NO. 01 TO WORK ORDER NO. 002 ATTACHMENT E ADDITIONAL TIME & MATERIALS FEE ESTIMATE URS CORPORATION Total Cost Respond to RFls and Design
Changes (3 mos.) ($1800/mo. @3mos.) $ 5,400.00 Review and Approval of Erection & Stressing Reports (Arch Span) Review of narrative, calculations and drawings for the erection of the
arch and streSSing of the hangers. 50 hrs @$140Ihr(firstreview) $ 7,000.00 TOTAL $12,400.00 
ARCHER WESTERN CONTRACTORS, LTD. MAY 1 1 20052121 Ave J, Ste. 103 Arlington, Texas 76006 HNTB CORPORATION PH: (817) 640-3898 FAX: (817) 640 􀀸􀀷􀁾􀁁􀁌􀁌􀁁􀁓􀀬􀀠TEXAS SUBMITTAL Date:
May 11. 2005 Submittal # : 6"'2:;".1'-___-'1..1____ New Submittal: X To: HNTB I Town of Addison Re-Submittal : 16801 Westgrove Addison, Texas 75001-9010 Project: Arapaho Road Phase III
NW# 204059 (972) 450·2886 Engineer: HNTB Attn: Guy Van-Baulen Submittal Specification Reference: Structural Steel Hangers Description of Submitted Item: InstaJiation and Stressing Procedure
for Strre[ Structural Hangers Manufacturer/Sub/Supplier: CBSI Related Section /Drawings: Additional Comments: SSH -Plans Contractor's Certification "Having Checked this submission, we
certify that it conforms to the requirements of the Contract in all respects, except as othelWise indicated." Archer Western Co Sign: Print Name: Andrew Schneemann Title: Asst. Project
Manager Reviewed by: Andrew Schneemann Date: May 11. 2005 Engineer's Stamp 􀁾􀁒􀁾􀁅􀁾􀁖􀁾􀁊􀁅􀁾􀀮􀀮􀁗􀁾􀁅􀁾􀁄􀁾􀁾􀁾􀀻􀀬􀀻􀁾􀁾____________􀁾􀁾􀀠_1 I APPROVED, NO EXCEPTIONS TAKEN 􀁁􀁐􀁐􀁁􀁏􀁖􀁅􀁾􀀠MID
M.":(E CORRECTIorlS AS NOTED !! 􀁁􀁾􀁅􀁮􀁉􀁄􀀠􀁁􀀢􀁄􀁾􀁅􀀬􀁓􀁕􀀸􀁾􀁬􀁉􀁔􀀠() 􀁒􀁅􀁊􀀮􀁾􀁾􀁅􀁅􀀠REiJ!ARKS (v) Re'/'.ew IS on,y ,or general confolmance Vi if 'h 􀀭􀀺􀀭􀁾􀀠contr2ct documents.
M3r!dr.. 5 or co -D W􀀧􀁉􀁾􀀮􀀠e desIgn concept of tile· relielJing the 􀁣􀁇􀁮􀁬􀁲􀁡􀁣􀁴􀁯􀁾􀀠rrai COill Il!Im..􀁮􀁴􀁾􀀮􀁓􀁨􀁡􀁬􀁬􀀠nct b7' car.strued a5 sPe:t:ffic:c:tions, 􀁮􀁯􀁲􀁤􀀢􀁰􀁡􀁾􀁴􀁵􀀬􀀢�
�􀀺􀀺􀀧􀁳􀁴􀁨􀁥􀁾􀁾􀁾􀁏􀀻􀀺􀁾􀁾􀁉􀁾􀀠the piOlec! p!ans and responsib!e for de:ai!s and 􀁥􀁾􀀠" 􀁯􀁾􀁴􀁲􀁡􀁣􀁴􀁣􀁲􀁲􀁥􀁭􀁡􀁬􀁮􀁳􀁳􀁯􀀡􀁥􀀡􀀩􀀧ClUs.ntjl'es -nct d' .' UI1!C':" far eonft;trlfng
and 􀁣􀁯􀁬􀁔􀁥􀁬􀁡􀁆􀁮􀁾􀀠all , • r. CI .me,ISlon<:; for 􀁾􀁥􀁬􀁥􀁣􀁴􀁩􀁮􀁧􀀠fabric r .. ':J • techniques Qf assembly; 􀁦􀁯􀁾􀀧􀁳􀁡􀁦􀁾􀀠and & " r a Ion 􀁰􀁲􀁯􀁣􀁥􀁳􀁳􀁾􀁳􀀬􀀠forhis
work. I ....., I lor sa IS ClC.1ory penormznce of URS DATE S-Copy: File 
Town of Addison Arapaho Road Phase III Surveyor Boulevard to Addison Road Installation and Tensioning Procedure Structural Strand Assemblies Prepared by: CBSI 245 McCarty Drive Houston,
Texas 77029 (713) 675-1180 Fax: (713) 675-1140 jvcIodfelter@cbsii.com 
1.0 -Scope This procedure will enable the appointed contractor (Archer Western) and the cable installation consultant (CBSI) to successfully install the following strnctural strand assemblies.
18 -2-1I2" ASTM A586 Class A Prestressed Strnctural Strand Assemblies 395 Ton MBS. CBSI Open strand socket one end -CBSI Type 7 anchor socket other end. (All per approved drawing A W0904-Rev
B) i Hanger I LIFT i . North 1 • 13.788 i I ' South 1 • 12.604 ' 1 North 2 • 21.038 South 2 19.854! , North 3 . 26.215 South 3 25.031! .29.313 1 . 28.129 i North 5 30.3281' , South 5
• 29.144 North 6 ' 29.259 I' South 6 I 28.075 North 7 ! 26.107 ' South 7 I 24.923 , North 8 20.886! South 8 • 19.692 . . North 9 13.572 1I I South 9 , 12.388 1.1 -Final cable lengths
to be verified based upon contractor supplied as built survey of elevations and confirmation of arch steel geometry by steel fabricator. (Fabrication time after receipt of confirmed
data -3-4 week aro) 1.2 -All as-built lengths measured center pin of open socket to calculated bearing point on spanner nut of Type 7 socket. E.O.R. (Engineer of record) shall verify
and approve final length submittals 1.3 -All assemblies will either be shipped on protected coils or reels with the open strand socket positioned for first removal at site. 1.4 -All
open sockets will be shipped with 5-1I4" socket pin with end caps. *Installation will require that the socket pins be installed with the pin head facing to the inside of the arch structure.

1.5 -Two each -4-3/4" X 3' Jacking rods with two nuts will be shipped for needed final jacking use. 1.6 -Contractor shall supply needed center hole hollow plunger cylinder jacks (two
each matched) with calihrated gauge and hand pump, plus jack stands. Suggested Enerpac RRH-Series with center hole diameter of 4-7/8" id minimum. *Final configuration and jack model
numbers to be supplied prior to start of work. (Site visit required for verification) 1.7 -Care must be taken in handling the strand assemblies. Use only nylon OSHA approved lifting
slings along with wooden timbers or carpet squares if dragging of the assemblies is planned. 1.8 -Do not remove the spanner nut(s) on the Type 7 sockets until ready for insertion into
the bottom floor beam tube. 2.0 -Installation Preparation Insure the following has been completed: A -All floor beam sections assembled with complete unit supported on false work approximately
two (2) inches above the as designed desired elevation. (W.P. at arch rib) B -Full installation of of both arch rib sections, temporarily supported at the correct elevations. (W.P. at
diapbragm) "'Any changes in elevation(s) on span distance should be duly noted. (Continued on the next page) 
Working Point Elevations for the Arch Ribs And the Diaphragms Elev. (FT) Elev. (FT) Hanger W.P. at Diaphragm North 1 W.P. at Arch 643.329 South 1 • 653.087 642.663 653.087 ,North 2.
660.412 643.404 South 2 660.412 , 642.738 • North3 • 665.650 643.465 665.650 642.799• South 3 668.795 643.512• North 4 668.795 642.846 ! North 5 i South 4 669.844 643.546-.. 669.844
642.880 North 6 : • South 5 668.795 : 643.566 ! , South 6 • 668.795 642.900 , ,'North 7 665.650 643.573 , South 7 665.650 642.907 , North 8 643.566660.412 660.412 642.900• South 8 ·
North 9 643.545653.087 :: South 9. 653.087 642.879 2.1 -Order ofInstallation Locate cables North 5 I South 5 which will be installed first. The following sequence shall be used: North
51 South 5 North 4 I South 4 North 61 South 6 North 3 I South 3 North 7 1South 7 North 21 South 2 North 81 South 8 North 11 South 1 North 9 I South 9 *Each reel or coil was shipped with
the CBSI open socket on top for first removal. 
2.2 -Prepare for lifting by small crane, assemblies North 5 /South 5. Affix nylon strap to base of socket, lifting carefully upwards toward the matching connection lug. (Remove carefully
and slowly to avoid damage to the galvanized coating) 2.3 -Using a man basket with two men, lift by second crane or lift the basket to a work point near the first connection point. Insure
that a pin for each assembly is included in the basket for each lift. 2.4 -While lifting the strand assembly with the original crane, slide the open socket jaws onto the connection lug,
insuring a good fit and hole line up. (Socket jaw width -5-112" -Lug thickness -5") 2.5 -Insert the 5-114" diameter pin into the 5-3/8" i.d. pinhole, placing the pinhead to the inside
of the structure. Install locking cap. 2.6 -Allow the bottom Type 7 socket connection to hang in a temporary position vertically. 2.7 -Repeat the above process for cables North 4 /South
4 and North 6/South 6. 2.8 -After hanging 5, 4, 6 cable pairs, prepare for installation of the bottom Type 7 socket. 2.9 -Starting at pair 5, carefully measure and mark the bearing point
on the spanner nut. This can be taken from CBSl's shop drawings. This mark point measured back to the open socket center pin, is the theoretical final dead load eable length. 2.10 -After
marking, carefully remove the spanner nut, protecting all internal/external threads /taps. 2.11 Using nylon straps, affix to strand body about fifteen (15) or twenty (20) feet from the
Type 7 socket. Suggest wrapping external threads with duck tape for protection. 2.12 -Using small crane, carefully lift (using the same original installation order) the bottom portion
of the strand assembly. 2.13 Two installers can carefully insert the socket body into the floor beam guide pipe. The socket should be fed thru the guide pipe, exposing the outer threads
past the bearing plate. 
2.14 -Remove any duck tape and locate previous marking for theoretical set points. *The floor beams on the false work should have the guide pipe and bearing plate at or above the correct
elevation. **Contractor shall perform a station survey at time of false work installation, providing elevation locations. 2.15 -Install the spanner nut onto the socket body and hand
turn the nut to or as near as possible to the marked point on the socket. 2.16 -Perform North /South locations together *Some cases may require raising the floor beam connection points
by false work screw, etc. **Only hand tighten spanner nuts at this time 2.17 -Repeat all procedures with installation of the remaining cable pairs. 2.18 -Upon completion, visually check
all connections to insure correct assembly *Survey of elevation points should be checked 2.19 -CBSI trained installer should check and approve all work prior to moving forward. 3.0 -Dead
Load Application 3.1 -Starting in the center of the bridge deck, carefully lower the temporary false work, allowing the transfer of the dead load to the 2-112" strand assemblies. 3.2
-Ifthe false work can be lowered, lower to a position above six inches below the dead loaded position. 3.3 -Insure that all cables are loaded and the bridge deck is fully supported by
the cables. 3.4 -Contractor shall provide a survey of each cable connection point, at arch rib and floor beam. Record all data! *Remove all equipment /hardware from bridge deck. 3.5
-CBSI (sub-contractor) shall provide tension readings using a Dynatension meter. Tension readings at this point should not exceed 5% of each suspender. Record all data! 
3.6 Based upon the results of the tension readings and surveys, a decision must be made for adjustments. *Record all data for future use. 4.0 -Required Elevation I Tension Parameter
Adjustments 4.1 -Locate all jacks, gauges, pumps, jack stands and tension rods mentioned earlier. 4.2 -Suspenders (Panel points) needing adjustments shall be identified. *Important:
Always adjust cable pairs, North /South, checking elevations /tensions. **Do not exert loads on spanner nuts without assistance from jacks. This nut can be damaged internally from forced
stresses. ***Using man basket or false work access 4.3 -Install tension rod(s) into center ofType 7 socket. Install jack stand and center hole jack over rod, securing with supplied bearing
nut. Install pnmp /gauge lines to jack(s). 4.4 -Using hand pump(s), jack floor beam to correct elevations. (Jack in pairssurvey each location) 4.5 -Take tension readings ofeach suspender
(panel point) insuring that all cables are within 5% of each other. (Move jacking equipment /hardware as required) 4.6 -Repeat this procedure on all needed suspender (panel point) locations
to induce correct elevation, tensions and camber readings into the bridge deck. 4.7 -Upon completion, provide as-built drawings with all elevation and tension readings for future reference.
*Field changes /modifications to this plan is authorized based upon needed changes by Contractor and Supervising Field Installer. 
----'01 J3JIi WARNING!!! Explorer's 12-lnch High!:1M 􀁾􀀠i§1'CHARTER FURNITURE Pressure Petroleum Products o 􀁾􀀬􀀠Pipeline. Contact Greenville Area ManaQ€)r at (903)527-1262I 0::1 at
least 48 l-Iours Prior to AnyConstruction Near Pipeline."-··-.w 'i ' O::j :. :""-: <S-,.POLE ... '" I I 1 : 1 .---.-----..........:----+:----li-----H-...􀁴􀀽􀁾􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀂷!
! I1100'-0"1 R.O.W. I ,,, I •.1 : : i "I,' Midway I I-._ i :1 1s'EAsQf ...... ---.. : I I ' .. 􀀭􀀺􀀺􀀧􀀮􀀺􀀭􀀭􀁾􀀮􀁾􀀮􀁾􀀺􀀺􀁾􀁾􀁾􀁾􀁬􀁬􀁬􀀡􀁮􀀭􀀧􀀢􀀠! 􀁾􀀠.1--􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀁾􀀮􀀭􀀭
􀀭􀀭..--.. .. '81 ICE RINK ,, I,, I BEGIN 􀁣􀀺􀁧􀁾􀁯􀁾BORE END ccfrAJ.ti,'Ili1'2.. BORE 15' EASEMENT 􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀁟􀁾..􀁉􀀺􀀺􀀺􀀺􀁣􀁾•• w..---􀁾􀀢􀁾􀁆􀁶􀀽􀀣􀀲􀀠Prop. M.H. #2 JEH EAGLE
SUPPLY v 1·11·00@• l§j] r _.... _SCALE 1" -20'...,...1;1;., ......CAIIIIJ CD I I!o !!i WR Ell!. I I Iii Iii! :i ti ti !II i!I • 􀁾􀀠
z = = E &4EEi NO. 
Jenny Nicewander From: Steve Chutchian Sent: Monday, August 23, 2004 3:53 PM To: Jenny Nicewander Subject: FW: Irrigation taps -----Original Message----From: David Wilde Sent: Tuesday,
August 17, 20044:41 PM To: Steve Chutchian Cc: Mike Murphy; Jim Pierce; Ron 􀁾􀁥􀁥􀀻􀀠Slade Strickland; Guy VanBaulen (E-mail); Joe Angelone (E-mail); Jerry Davis Subject: Irrigation
taps Steve, Joe Angelone with American Landscape Systems would like some clarification on the cost issues associated with the irrigation taps for the Arapaho III project. You will recall
that we talked about changing the sizes and locations of these three taps from the plan as follows: 􀁾􀁎􀀠􀁾􀁾􀀠-2.:...-At Surveyor -Tap the 12" instead of the 24", move the tap to the
south east corner of the intersection, make it a J. 12"x4" instead of the 24"x2y," shown. Then make two 2" taps on the 4" stub-out. 2. At Midway -When the 16" water line is lowered for
the installation of the box culverts, make a 16"x4" tap rather -than the 16'x2y," that the plan implies. Then make a 2" tap on the 4" stub-out. 3. At Addison Rd. -the plan shows a 211,"
service, but shows no tap or where the water is coming from. We discussed making a 24"x8" tap south of the new intersection and bringing the 8" line across Addison Rd. to stub out at
the Addison Rd ROW line at the lot on the SW corner of the intersection, then making a 4"x2" tap, set the meter and DCVA. then crossing to the north side of new Arapaho in a new sleeve
to the grassy area north of the new parking lot. (my question at this point is, "Wouldn't a 4" meter and OCVA be better eitt-,0; here at Addison Rd, or at Midway, since the plans call
for 3" irrigation mains? This would eliminate the "pinch point" and pressure loss through the 2" meter and DCVA as possible issues. A 4" Metron meter would be a good fit here and probably
would not need a massive vault, but possibly only a large Brooks or Old Castle box. Anyway, we could look into that one way or the other.) If this is an accurate representation of what
you and I, and Ron Lee and I have talked about, we would need HNTB to investigate the cost differentials from plan quantities, and we would also need to determine who pays what to get
it done. This would have become an issue at some point anyway due to the vagueness of the plans. Thanks. 'Dave 1Vi{ae Public Works Inspector Townat Addison PH: 972-450-2847 o£.rt (11 -1.u.. ,Af 􀁾􀀭􀁴􀁬􀁬􀀠􀁛􀁴􀁴􀀩􀁣􀀮􀁾􀀠􀁾􀁦􀁬􀀭􀀺􀁨􀀮􀁾􀁖􀁜􀀮􀀠􀁾􀁾􀀠􀁾􀀠,Ii) 1"(,::><1 􀁾􀀠
--------􀁾p,et 􀁾\'\I<D. OM. 􀁾􀁾􀀠(" 􀁾􀀠􀁜􀁩􀁉􀁐􀁾􀁾􀂷􀀠e. t-.J..d 􀁾􀀮􀁾􀀠􀁾􀁾􀁶3#tltr-􀀶􀁵􀁥􀀺􀁨􀀧􀁾􀀠Sk 􀀫􀁾􀀱􀀭􀀶􀀰􀀠􀀭􀀺􀁴􀀴􀀮􀀫􀁾􀀠---.:t-G +00 -\;\: \64 􀁾􀁾􀀠􀁦􀀩􀁾􀀠􀁴􀁾􀀠􀁾-􀀨􀁜􀁷􀁾􀁪􀀠􀁫
􀁬􀁾􀀮􀁤􀀠T.tku", 􀁾􀀭􀀭􀁾15ciJ 􀁾􀀠􀁾􀀬􀀠t/l-',;,() 14126 4l 􀁾A add G.f1!.e 􀁦􀀮􀁯􀁾􀀠6rYIdu4 CtX-LQ b..g 􀁾411-0 i 'i3J 􀁾􀀧􀁓􀁏􀀠
. ,. Page 1 of I -. Title 30. ENVIRONMENTAL QUALITY Part I. TEXAS NATURAL RESOURCE CONSERVATION COMMISSION Chapter 317. DESIGN CRITERIA FOR SEWERAGE SYSTEMS . § 317.13 Appendix E--Separation
Distances The following rules apply to separation distances between potable water and wastewater treatment . . 􀁥􀁲􀁾􀀢􀀢􀀬􀁾􀀭.... ...-.. ...,............. 􀁾􀀢􀀬􀀮􀀮􀀮..... (1) Waterline/new
sewer line separation. When new sanitary sewers are installed, they shall be . installed no closer to waterlines than nine feet in all directions. Sewers that parallel waterlines must
be installed in separate trenches. Where the nine-foot separation distance cannot be achieved, the. following guidelines will apply. (A) ere a s ary s er parallels a waterline, the sewer
shall be constructed ofcast iron, ductile iron, or PVC meeting ASTM specifications with a pressure rating for both the pipe and joints of 150 psi. The vertical separation shall be a
minimum oftwo feet between outside diameters and the . horizontal separation shall be be a minimum offour feet between outside diameters. The sewer shall be located below the waterline.
(B) Where a sanitary sewer crosses a waterline and the sewer is constructed ofcast iron, ductile iron, or PVC with a minimum pressure rating of 150 psi, an absolute minimum distance
ofsix inches between outside diameters shall be maintained. In addition, the sewer shall be located below the waterline where possible and one length ofthe sewer pipe must be centered
on the waterline . . (C) Where a sewer crosses under a waterline and the sewer is constructed ofABS truss pipe, similar semi-rigid plastic composite pipe, clay pipe, or concrete pipe
with gasketedjoints, a minimum two-foot separation distance shall be maintained. The initial backfill shall be cement stabilized sand (two or more bags of cement per cubic yard ofsand)
for all sections ofsewer within nine feet ofthe . waterline. This initial backfill shall be from one quarter diameter below the centerline ofthe pipe to one pipe diameter (but not less
than 12 inches) above the top ofthe pipe. (D) Where a sewer crosses over a waterline, all portions ofthe sewer within nine feet ofthe waterline shall be constructed ofcast iron, ductile
iron, or PVC pipe with a pressure rating ofat least 150 psi using appropriate adapters. In lieu ofthis procedure the new conveyance may be encased in a joint of 150 psi pressure class
pipe at least 18 feet long and two nominal sizes larger than the new conveyance. The space around the carrier pipe shall be supported at five feet intervals with spacers or be filled
to the spring line with washed sand. The encasement pipe should be centered on the crossing and both ends sealed with cement grout ormanufactured seal. (2) Waterline manhole separation.
Unless sanitary sewer manholes and the connecting sewer can be made watertight and tested for no leakage, they must be installed so as to provide a minimum ofnine feet ofhorizontal clearance
from an existing or proposed waterline. Where the nine-foot separation distance cannot be achieved, a camer pipe as described in paragraph (I)(D) ofthis section may be used where appropriate.
Source: The provisions ofthis § 317.13 adopted to be effective April 16, 1990, 15 TexRef,l1801. Cross Reference: This Section cited in 30 TAC § 317.2, (relating to Sewage Collection
System). Return to Section Index http://www.sos.slate.tx.us/tacl301I1317/317.13.htrnl 3120198 
., ... 􀀨􀁾􀀠Page40f9 ininimum clearance offour inches below and on each side ofall pipes to the trench walls and floor shall be provided. Bedding Classes A, B, or C, as described in
ASTM C 12 (ANSI A 106.2), Water Environment Federation (WEF) Manual ofPractice (MOP) Number 9 or AI)lerican Society of Civil . Engineers (ASCE) MOP 37 shall be used for. all rigid pipes,
provided that the proper strength pipe is used with the specified bedding to support the anticipated load(s). Embedment Classes lA, IB, II, or . ill, as described in ASTM D-232 1 (ANSI
K6S.171) shall be used for all flexible pipes, provided the proper strength pipe is used with the specified bedding to support the anticipated load, except that " ASTM D-2680 may be
used ifthe pipe stiffness is 200 psi or greater. Secoridary backfill shall be of suitablematerial removed from t:!xcavation except where other material is specified,Debris, large clods
or Stones greater than six inches in diameter, organic !natter, or other unstable materials shall not be used for backfill. Backfill shall be placed in such a manner as not to disturb
the alignment of the pipe. Where trenching encounters extensive fracture or fault zones, caves, or solutional modification to the rock strata, construction shall be halted and an engineer
shall provide direction to accommodate site conditions. Water line crossings shall be governed by special backfill requirements specified in 317.13 ofthis title (relating to Appendix
E.-Separation Distances). I, on . (7) Protecting public water supply. Water lines and sauitary sewers shall be installed no closer to . each other than nine feet between outside diameters.
Where this cannot be achieved, the sauitary sewer shall be constructed in accordance with § 317.13 ofthis title (relating to Appendix E--Separation Distances) and § 290.44(e)(1) ofthis
title (relating to Water Distribution). Separation distances between sanitary sewer systems and water wells, springs, surface water sources, and water storage facilities shall be installed
in accordance with the requirements of§ § 29Q.41(c)(1), (d)(l), (e)(l)(C), (e)(3)(A), and § 290.43(bX3) ofthis title (relating to Water Sources and Water Storage), as appropriate. Where
rules governing separation distance are in conflict, the most strict rule shall apply. No physical connection shall be made between a drinking water supply, public or private, and a
sewer or any appurtenance. An air gap ofa minimum of 18 inches or two pipe diameters,. " whichever is greater; shall be rilaintained between all potable Water outlets and the maximum
water surface elevation of sewer appurtenances. All appurtenances shall be designed and constructed so as to prevent any possibility ofsewage entering the potable water system. 􀀬􀀭􀁟􀀮􀀮􀀬􀀮􀁾􀁟􀁾􀁾
􀀬􀁾􀁟..... xc u ing su ace wa . oposa r the co non 0 combined sewers will not be approved. Roof, street, or other types ofdrains which will permit entrance" ofsurface water into the
sanitary sewer system shall not be acceptable. (9) Active geologic faults. For systems to be located in areas ofknown active geologic fauits, the design engineer shall locate any faults
within the area ofthe collection system and the system shall be laid out to miuimize the number ofsewers crossing faults. Where crossings are unavoidable, the engineering report shall
specify design features to protect the integrity of the sewer. Consideration should be given to joints providing maximum deflection and to providing manholes on each side of the fault
so that a portable pump may be used in the event ofsewer failures. Service connections within 50 feet of an active fault should be avoided. . (10) Erosion control. Erosion or sedimentation
control that minimizes the effects ofrunoff shall be provided during the construction phase ofa project. This requirement will be reviewed on a' case-by-case basis. (b) Capacities. (I)
Sources. The peak flow ofdomestic sewage, peak flow ofwaste from industrial plants, and maximum infiltration rates shall be considered in determining the hydraulic capacity ofsauitary
sewers. (2) Existing systems. The design ofextensions to sanitary sewers should be based on the data from the e)(isting system. Ifthis is not possible, the design shall be based on data
from siruilar systems or 3120/98http://www.sos:state.tx.usltac!301I1317 /317.2.htrnl 
15150 Surveyor aNd. Telephone (912) 361-0064IIIIT8 Col,.... 'The HNT8 Compdnies; AddIson_ TX 15001 F.""lmll. (972) 361-0065 EnQ1nurs Architects Pfanners www.hntb.com Mr. Ben Withered
HNTBProject Manager Archer Western Contractors. Ltd. 2121 Avenue "j Suite 103 Arlington, TX 76006 Re: MSE Wall #2 May 11,2005 Dear Ben: During your installation of the MSE wall #4. it
was discover that the leveling pad was not installed to 1 ft below grade at the beginning of the wall station 46+00 to approximately station 46+42. This was discussed at the weekly progress
meeting on March 29th• Then on April 12mweekly progress meeting. it was discussed to correct a grade elevation issue with the adjacent property, Archer Western was directed to extend
the MSE wall to the limits of the futore T-4 railing along the south side of Arapaho Rd. Therefore, Archer Western Contractors. Ltd. is directed to correct the end of the MSE # 2 retaining
wall to met the contract requirements and extend the MSE #2 retaining wall to the limit of the Station 45+00. All work and material is required to confonn to the contract specification
and will be compensated under the 􀁾GuyV -liNTB 􀁣􀁯􀁾􀀺􀁬􀁯􀁮􀀠Cc: Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, liNTB Corporation File 
HNTII Ccc",", 15150 surveyor Blvd. Telephone (972) 3$1 􀁾􀀠0064.Ie. rne HNTB CompanIes Addison. TJ( 15001 rocslmlle (91Z) 361· 0065 Em;ineers Architects Plenners www.hntb.com Mr. Ben
Withered HNTBProject Manager Archer Western ContIactors. Ltd. 2121 Avenue "r Suite 103 Arlington, TX 76006 Re: Relocation existing S»valve and main May 10. 2005 Dear Ben: We are in receipt
of your letter of May 4. 2005. in regards to "Field Charge for Locating Existing 􀁓􀁾􀁇􀁡􀁴􀁥􀀠Valve at Comfort Suites -PCO 3r. We concur with Archer Western that they were directed
to remove the existing driveway pavement to locate an existing 8" valve. but are in disagreement with the claim for reimbursement. This letter is to inform Archer Western will be compensated
for the work under the foUowing bid items: Bid Item #103 -Full Depth Saw Cut Existing Concrete; the removal of the existing driveway pavement will Bid item # 106 -Remove and Dispose
of Existing Driveway Bid item #112 -Furnish and place 􀀸􀁾thick Reinforced concrete Driveway. 400Opsi@28 days. Please contact me. ifyou have any questions in regarding to this matter.
"'/£ Vb-L.Guy Van BaJ:1 HNTB Corporation Cc: Steve Chutchian. Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling. HNTB Corporation 
oo.§@§TIW§(ID1 MAY 05 Z005 May4,2005 Letter: HNTB -38 HNTB CORPORATION HNTB DALLAS, TEXAS 5910 W Plano Parkw" Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison
Arapaho Road Phase III Project No. 04-22 Field Charge for Locating EXisting 8" Gate Valve at Comfort Suites -PCO 37 Dear Guy: Please find the attached field charge for locating the existing
8" gate valve at the Comfort suites. Archer Western was requested to locate an existing 8" Gate Valve at comfort suites in order to shutdown the 8" waterline that is in conflict with
retaining wall #4, without shutting the water off to the Comfort Suite Hotel. Archer Western was directed by the Town of Addison to remove the driveway concrete (12' x 25') at comfort
suites, in order to see if the valve was under the driveway. In addition to the attached field charge, Bid Item 112 -Furnish and Place 8" thick Reinforced Concrete Driveway wiJ/be utilized
to pour back approximately 33.33 SY of Driveway. If you require additional information, please contact Andrew at our field office. 􀁾􀁥􀁮Withered 􀁾􀀠Project Manager Enclosure XC: Andrew
Schneemann Don Good File 
Summary Archer Western Contractors, LTD. Town of Addison CHANGE PROPOSAL SUMMARY TO: 􀁾􀁈􀁾􀁎􀁾􀁔􀁂􀁾􀁾􀁾􀁾_____________________ DATE: May 4. 2005 PROJECT: Town of AddIson PROJECT NO.:
ATTENTION; PCONo. 37 Description: Locate 8" Gate Valve at Comfort Suites A TOTAL MATER1Al COST $ 29.33 B TOTAL LABOR COST (Labor & Burden) $ 445.64 C TOTAL E:QUIPMENT COST $ 386.18 SUBTOTAL
$861.14! E SUBCONTRACTOR COST $ 51.75 SUBTOTAL H BONO & INSURANCE AT 2 oJ. $10.26 I TOTAL CHANGE: 􀀿􀁒􀁏􀁐􀁏􀁓􀁾􀁾􀀮􀁾􀀢􀀬􀀰􀀢􀀬􀁓􀁔􀀢􀀬􀀭____________________________________________________""$O",3,"
1,,.1"-15 UNIT COST $931.15 TIME EXTENSION IN DAYS {FOR THIS CHANGE; Archer We·:c."'O::'=n:---------------------------------------------
Equipment EQUIPMENT Town of Addison May 4. 2005 204059 ITEM OF WORK: Lo.ate 8" Gat. Valve at Comfort Suites EQUIPMENT DESCRIPTION HOURLY RA TE* FORD F·250 PICKUP $ 9.16 CAT 430 Backhoe
Loader $ 26.04 !CAT 330 Excavator $ 93.12 Concrete Saw $ 9.03 r-APPX HRS. 2 4 2 3 $ $ $ $ TOTAL -18.32 : 104.16 ; 186.24 27.09 SUBTOTAL EQUIPMENT COST $ 335.81 COMPENSATION (SUBTOTAL
EQUIPMENT COST AT 15%) $ 5Q.37 TOTAL EQUIPMENT COST $ 386.18 • HOURLY RATE=(Contractor's Equipment Cost Guide -Combined Owner & Repair Expenses Monthly Rate 1176) Work Description: Pothole
for Existing 8" Gate Valve at Comfort Suites Page 2 
LABOR 204059 4-May-05 TOTAL BURDENED LABOR COSTS s 351.51 T01& LABOR COSTS EXCLUDING I.A6OR BURDER AT 15% s 58.13 TOTAt LABOR COSTS s 445,64 􀁗􀁾Descnption' PageS 
17.00 Ma!ena! MATERIAL TO'ml o! Addison Mr,' •. 2005 204059 ITEM OF .....'ORK: I..<>C4Ie 8' Gaff: ...."m, M C",II'h>" !MM. 􀁔􀁏􀁔􀁁􀁾􀀮􀀠. a.5O 􀁾􀀮􀁾􀁾􀀠.􀁅􀁾􀀠. ..:=..-= 􀁾􀁳ANY OISCOUNTSONMmRIAL
INVOICES SUBTOTAL MATERIAl. COST 25,50 COMPENSATION {SUSTOTAl MTl. COST AT 15%) '.S3 TOTAl MATERIAl COST 2U3 , ,, P"" , 
Town of Addison 204059 􀁾.. SUBCONTRACT.. UNIT EST. en'. TIVt.ki Concrete 10 􀁾􀀮􀀠CD f-1 UN!TPRlCE , $45.00 S• TOTAL "00 , 4-May-05 SUSTOTAL SUBCONTRACTOR COST COMPENSATION (SUBTOTAL
SUB COST AT 15%) TOTAl SUBCONTRACTOR COST s s s 45.00 6,;'5 5U'S TOTA,LCOSTOF ADOEOITEM UNIT PRICE (TOTAL COST DIVIDED BY EST, Oll'.) s Pago5 
lKlrn@rno MAY 05 ZOOS May 4, 2005 HNTB CORPORATION Letter: HNTB -39 DALLAS. TEXAS HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison
Arapaho Road Phase III Project No. 04-22 Traffic Control Plan for Erection of Span 9 Beams and Arches Dear Guy: Archer Western will utilize the traffic control plan on sheets 30A and
30B for the erection of the Span 9 beams and arches. If you require additional information, please contact Andrew at our field office. /. /Ben Withered fiJ Project Manager Eflsfe?"w
J9-' XC: Andrew Schneemann Don Good File 
15150 Surveyor Blvd. Telephone (972) 361-0064.....coc..... Ua Facsimile (97Z) 361 • 0065The HNT6 Companles Addison. TX 15001 www.hntb.comEngineers Architects Planners Archer Western
Contractors, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response May 10,2005 Originator: Andrew Scheennann RFINumber. R-AW082 Subject; Retaining Wall
RW4 Wall Mounted Luminaries Request; Plan Sheet 157 shows 4 Wall Mounted Luminaries along Retaining Wall RW4. The note on this sheet states that "Cable and conduit shall run in Retaining
wall" to provide power to these lights. Since retaining wall RW4 is built with pre-cast panels, the cable and conduit cannot be placed "in" the Wall. Please provide details for the location
ofthis cable and conduit from the pedestrian light pole to these wall mounted luminaries. In addition. the plans do not indicated an elevation for the placement of these lights on the
side of RW4. Please provide an elevation or height above sidewalk/finish grade to centerline oflight fIxture. See attached drawing. Please expedite the answer and details needed to constmct
the wall mounted lominaries, as we currently constmction this wall. Response/Action Taken: Place conduit and junction boxes in T-4ooncrete railing similar to the bridge light pole conduit
circuits. J-boxes to be placed at the same station point and located 12" below top of concrete rail Request wall light type YAMO series by Lumec-Schreder be substituted by Kim Lighting
"Wall Director Series" Model # 70HPS240 in platinum silver finish. Substitute 4 each fixtures at retaining wall RW4 and substitute 2 each YAM4 at retaining wall RW3. Install oonduit
and J -boxes at same points and 12" below bottom ofthe coping, through the wall panels from behind the retaining wall at RW3. Please provide the credit differences betweenitOO5ts ofthe
wall mounted light fixtures for Item 311. By: Guy Van Bau1en. EI 􀁩􀁢􀁾􀀺May 10,2005 HNTB Corporation Cc: File Steve Cbutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Mike
Preston, HNTB Corporation 
HIf1'B Cot..... n 15150 Surveyor Blvd. Telephone (972) 361 -0064 The HNTe ComplJnies AddIson. TX 75001 facsimIle (972) 361-0065 Engineers ArchItects Planners www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue T HNTBSuite 103 Arlington, TX 16006 Request for Information Response May6,2005 Originator: Andrew Scheermann RPI Number: R-AW080 Subject: Bridge Control
Joint Archer Western is proposing to utilize the ZIP CAP control joint former to create the control joints over bents that do not have expansion joints. Please review the attached product
data and installed sketch Please approve atyou earliest convenience. Response/Action Tiken: As indicated on the contract plans, control jOints or construction joint are to be over the
inv. tee bent cap as seen on sheet BR-41 to BR-52. In reference to the provided Sketch, this is in conflict with the detail provide on contract sheet BS-7, page 315, which show a 1-1/2"
zip strip. Please 􀁰􀁲􀁯􀁾􀁡􀁣􀁫􀁵􀀺􀀱ui]:. 2" strip and any certiftcation that this product meets TXDOT requirements. By: &auIen,EIT 􀁾􀁾􀀠Date: May 6, 2005 HNTB Corporation Cc: File
Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Rene Tullier, HNTB Corporation 
· IIIITII Corpomloll 15150 Surveyor Blvd. Telephone (97'2) 361 􀁾􀀠0064 The HNTB Companies Addl,on. 1)(75001 FacsImile (972) 361-0065 EnC}lneers Archlteds Planners www.hntb.com Archer
Wesrern Contractors, Ltd. 2121 Avenue"r HNTBSuire 103 Arlington, TX 76006 Request for Information Response May 3. 2005 Originator: Andrew Scheermann RFINumber: R-AW059 Subject: Drainage
of Mapsco Parking lot Request: Please review the final grading contours from station 54+50 to 55+50 Archer Western has discovered that the drainage contours between the Mapsco Parking
lot and Inlet B-8leave less than I' of cover over Storm Sewer lines A & B and in some areas less than 4" of cover. Please review the proposed drainage contours and direct Archer Wesrern
whether or not to proceed with the proposed grading. Response/Action Taken: Please see attached Sheet with revised grading and change in throat elevation of the Y-inlet for lateral B-8.
Ifneeded an electronic copy ofthe sheets can be e-mail to Archer Western upon request BrMS:LHNTB LHNTB Corporation Date: May 3. 2005 Cc: File Steve Chutchian. Town of Addison Jerry D.
Holder. HNTB Corporation Karura Curry. Grantham Assoc. 
􀀢􀁣􀀾􀀭􀁾􀁟􀁟􀁟􀀠-0.1 6 10>-----610 􀁾􀀧􀀠􀁾􀀠􀁾􀀠􀁾􀀠-. '.... ,..". -;;;; ._-􀁾􀀢􀀠=.IHI n RFURflikE eolHT 1625 􀁾􀀠620 􀁾􀀠"". "-""-. , ' , , 615 , 610 c 'l:'M"Ilii""\ 605 􀁾􀀠,,
􀁩􀁾􀀠\ 600 􀁾FIJ L/·_-t--_· 595 􀁾􀀠590 􀁾􀀠::> 585 580 ; 575 : . 􀁾􀀮􀀠". 570 15..:on 16-1-00 DllLlS lRU. RAPID TIWISIT PROPDtY ACQ,UJSn'lON 􀁃􀁏􀁒􀁐􀁏􀁾􀀧􀁮􀁯􀁈􀀠611 612" 􀀢􀀱􀀭􀁾_
􀀶􀀧􀁾􀀠􀁾􀀨-----" ( 􀀭􀁾􀀠! 'i PROP. -7 I . , .... v. f",.o.• i 1! 􀁾􀀠7+00 18+00 , ,•..:on Q 􀁾􀀠I:'" 􀁾􀀠625 620 1615 1610 605 600 1595 1590 􀁐􀁕􀀺􀁾􀀠]IJ STOIIIIi 61!WE11 '8' ITA.
11<00 TO STA. 200100 TOWN OF .. , --_..... DlOI_'.''C SHT. 15SW 1 
, . I ' I '"*"􀁓􀁔􀁾􀁡􀁊􀁉􀁩􀁉􀁉􀁟􀀡􀀮􀁊􀁬􀀠INtO BUifItHC£ Mbff 610 ...,. " ..".....605 600, 1595 590 􀁾􀀵􀁾􀀸􀀵􀀪􀀭____􀁾􀁾__􀁾􀀭􀀫______􀁾______􀁾______􀁾􀁾__􀁾...􀁾􀁾􀁾􀁾__􀁾􀁾...􀁾􀁾__􀁾__-+__􀁾�
�. In , i STOIUiIIlmlI';:;:'; YO ST.......A.. _--0-;580 􀀵􀁾􀀠􀁬􀁾􀀠l 􀁾􀀠s 􀁬􀁵􀁟􀁾􀁏􀁆􀀠􀁾􀀵􀁾􀀷􀀰􀁾____􀁾􀁾____􀁾____􀁾􀁾􀁾___􀀭􀁾􀁟􀁾􀁟􀀢􀁟􀁾􀀢__􀁾􀀭􀀽􀀢􀁾􀁾􀁾􀁾__􀁾􀀧􀁾__􀁗􀁦􀁴􀁾____􀀭􀀽􀁾􀁩􀁩􀁾
􀀭􀀭􀀭􀀭􀁾􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀮􀀢..􀀽􀀭􀀢􀀭􀀭􀁙􀁾􀀠􀁾􀁾􀀠15+00 16+00 17+00 18+00 􀀮􀀬􀁾􀁶􀁶􀀠􀁾􀀠
HNTB Corporation 15150 Surveyor eNd. Teiephone (972) 361 -0064 The HNTB Companies Addison, TX 75001 Fa:simile: (912) 361 0065 Engineers Archijects Planners www.hntlJ.COffi Mr. Ben Withered
Project Manager HNTB Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Re: The First and Second Prime Coats ofRailings April 29, 2005 OearBen: Since it's
the Towns' position that the railings should be painted to the specifications outlined in the original bid, requiring the railings to be painted with a Primer coat paint that is to be
applied in a minimum of two coats to achieve dry film thickness of3.5 to 10mii. Town has requested that Archer Western provide two part primer coat system to be applied to the railings.
A first primer coat, utilizing a Sherman Williams Zinc Clad II HSB69Series a rate of 3.Omil OFT and a second primer coat using a Epolon II Epoxy Primer, tinted slightly lighter then
"Frank Blue" at a rate of3.0 mil OFT. This primer coat sys tern will work with the request of the Town to provide a Sherman Williams paint appearance coat. It is the Towns' position
that the total rate ofapplied primer coats falls within the specifications outlined in the original bid and will only recognized any difference in the cost of the primer paint. Thank
you, Guy Van Baulen HNTB Corporation Co: File Steve Chutchian, Town ofAdd ison Jerry O. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 1+7, 4stb o8aJ 􀁧􀁾􀁊􀁤􀀠yc) JriJ.t;
.!)'ic.'!' 
HNTB Corporation 15150 SUNeyorBlvd. Telephone (972) 361 -0064 ,t The HNTB Companies Addison, TX 75001 Facsimile (972) 361 -0065 􀁾\ 'f-Engineers Architects Planners ---􀁾􀀠􀁜􀀧􀀩􀀶􀀱􀁾􀀧􀁩􀁬􀁾􀀠Mr.
Ben Withered Project Manager '-􀁑􀁾􀁜􀁊􀁦􀁊􀀠HNTB Archer Western Contractors, Ltd. 2121 Avenue "J" Suite 103 u.f Arlington, TX 76006 Re: "Frank Blue" Appearance Coat April 29, 2005 Dear
Ben: Please be advised that in reference to the cost proposal for the painting ofthe T-4 Railing and Pedestrian Railing, I have been advised by the Town that it is unacceptable in its
present form. It is the Towns' position that the railings should be painted to the specifications outlined in the original bid, which required the railings to be painted with an appearance
coat that has a minimum of2.0 mil dry film thickness. In addition, the Town has requested that Archer Western provide a revised proposal utilizing a Sherman Williams Poly-Lon 1900 Polyester
Polyurethane paint which is able to be tinted "Frank Blue". The new proposal is to include only the difference in the cost of the paint. They have advised me that they will not pay for
any additional costs associated with the labor for this project, since they believe that it should have already been included in the original bid. 􀁖􀁾􀀠􀁯􀁬􀁩􀁾􀁾􀁾􀀠Thank you, \"AS
G WaJ)Q Guy Van Baulen 􀁾􀁾􀀠􀀰􀂰􀂰􀀭􀁾􀁊HNTB Corporation 􀁾􀂮􀁬􀀨􀁾􀁾􀁊Cc: File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
.....COOpoa.Hca 15150 Surveyor Blvd. Telephone (972) 361 -0064 The HNTB CompanIes AddisOn. TX 75001 r.",lmlle (!rIZ) 361 -0065 EllQfneers Arch!tects Planners www.hntb.com Archer Western
Contractors, Ltd. 2121 Avenue «r HNTBSuite 103 Arlington, TX 76006 Request for Information Response May 17.2005 Originator. Andrew Scheermann RFI Number: R-AW085 Subject: Bridge Approach
Slab -Standards Request: Archer Western can not fwd a detail sheet, in the contract plans for the Bridge Approach Slab. Please provide the bridge approach slab detail as soon as possible.
Response/Acrion Taken: Attached is the TxDOT BAS-94 standards sheet for the bridge approach slab, which applied at the lilne these plans were put together. Jf.l6L--./􀁇􀁕􀁙􀁾􀁂􀁡􀁵􀁬􀁥􀁮􀀧􀁅􀁉􀁔􀀠
HNTB Corporation Cc: File Steve Chutchlan, Town ofAddison Jerry D. Holder. HNTB Corporation Cliff R. Hall, URS Corporation By: Date: May 17. 2005 
1;",'..... CQII'/RQI.lEll I.CHCIMllIAI. .!Oliff IlUAIL lH£ TOP JOlHT lMr lit! SAIlrD PRCNU8I' .. t.UIKT IIElmfT $A, IS: USC) -lntlft •taRS fI Pl..AoC8I1)I1. " twn' $A.INt CPIb'r CIt
sHALL • usa>.. 'ftC $NIl tNt w.u15 I.DS 'fK\M .,.. wlSIE. lMr CHMf1:H $HlU BE PUCO 10 82. 􀁾􀁟􀁭􀀮􀀧􀁴􀀠 NlOM't II£"tMXM nI£ l.CNIlnlUtw. BOn'<»-Sl'I'I1.. A R£FI.IiIINCE Lire SHAU. BE
lSTAllLl$IC£O TO 1-"£ tHAT TfC lH$D1' CIA SA. cut IS DIRtC1l.Y AfIQIWI M C'fIMIFS,R,. M'NCA AOMNiln 1M THIii: A AID a 'IIIa$ 􀀤􀁐􀁁􀁃􀁃􀁾􀀠MAT .. REOJIRf.O TO INSN 'THAT 'Ott JOl", wtLL
1£ AI'fIftOX.!w.fQ.Y 2-f'RCII 1Mt: w.c LlHE AND NOT ADO¥E A AEbIF'CRel1l) lISt. TYPE II REINFORCING LAYOUT FOR GUTTER S(CTION AT (1)-(1) TYPES X • II GUTTER < ....,"' ...or .. _ ......."
I/M T'l91c:.u. 􀁾􀁬􀀻􀀱􀀧􀁊􀀨􀁉􀁉􀀠 􀁾􀁾􀀮􀁾􀁾􀁶􀀭􀀺􀀭􀀮􀀮􀁾􀀠􀀾􀁾••" ........... if.. ". 􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠"'"< SL.a I.. \..._""_ stClIIIII AT @-@' fife" I!QlEI I. llOARS AT CQe'ftIIUCTlOlt
JOI:HTS . SKALL IIEE1' TIlE AEUJUDOfTlIS ltD 310., "CIH::RtTI Pl'4lllUf... t.lr I trE rs rs USC) fit _ 􀁾􀀠 " ae wnw tElGK'I' All) biStOE FAC£ _lOIlNG 'H 􀁾QJIIl& lKiW. lIE USED OM lJi£
􀁾sua. ll£ CtJ!S SH».O tAPSl't YO '" t10 ltfQf H!IGIIT 􀁾It TIJIIlMAno AT THE. Ell)OF nc sua (II .T 'M. ClRAltW)£c:unu.,. IF" lIRA.,... GII'I'T£R 1s USED. So OITAILS .QG OUIlMTlTlU FC'l
CJ.N ME: TO IE AS 'SHCIIt4 ILstHJII' 1M 1Ml i'UIC!. .... T1Pt 1: 1iIJ'tTtR S1(U.Q 8£ USED 1M LttU Of' TIP£. :a; GU'fTOIt ..,. • .Itt KllMIT'S. So WID n_ C(ICS1'IIIlICTIOM 1$ usa to 1!U1LD
A PClfITlotl OF " IIR'OOI. M LONGItWJ:Kq. CQtIJl1lUCTIQM JOINTS OF 'THE JPf'ROlCM SUIt SIWJ. A.IClt .Int Tlt[L<MmI)llUL CQC$muc:tlQK JImft1 OF' OF t1IE eRll)GI :mu:TlItf. ...AU. 􀁒􀂣􀁾$fUl.
􀁾􀀡􀁬􀀡􀁾􀀡􀀮􀀮􀁓􀀢􀀢􀀢􀀢􀀱SJGT SlW.L lIE tuI'ltR , 􀀮􀀮􀀮􀀮􀀮􀀮􀁔􀁟􀁾􀁦􀁬􀁦􀁲􀀮__,,-" 􀁾􀁾􀁾􀀠BRIDGE ,APPROACH SLAB FOO USE' WI TH ASPHALT AND CONCRETE PAVEMENTS NORIIAL OR 􀁓􀁾􀁅􀁗􀀠BAS-94
saT I fill EXPAHSIOII JOINT KnEilI $U.8 »0 .'I!IJDU. PUC:£ 1M AiCCClPQQIC:! wnw IT£» m ·'CI.UIU!G AM)IOI\ 􀁾􀁬􀁴􀁉􀀻􀀠JOlKfS AND Qi&(:t(S". 
TYPIeA. REIHF. STL,. AT BOT'l'OII e .......... "PE lJ: SlEWED ",unGE ""'ROACH SUB TYPICAL SECTION A-A TYPICAL SECTION B-B r4,nwcllll -r·1• ....,..§X" "" "I "';1/ICI1 􀁏􀁍􀁾􀀮􀀠, -r I
• 􀁾􀀠, 􀁩􀁾, \1 , TYPICAl REINF.srL.", I 31AT TOP , 􀀧􀁜􀁾􀀠" 􀁾..􀁾􀀠V _CII S!.AB V , 􀁾, 􀁴􀁾􀀠• @-St"1lNClltI I ....-$, IT'tPrCAt. RtIHF.STL I AT aonell e ....... 􀀭􀁾􀀠_.. 􀀧􀁜􀁾􀁾it􀁾􀁾􀁜􀀻"-'"
" "I 􀁾􀀠I􀁾􀀠c;;=====:;:=J]-==" ! '\ • U'fIItI. IF ..I-1ICIC»'_m.1' EXPANSION JOINTDETAIL A 􀁾THE 􀁾DFClftWATlON aLIoUCTlTlES 1IEJII:£ CAlc:uu.Tm LlSlHC TH£ rou.C-UH) I OUtNlTtOM (If
T£RWS • lit tIC WID," t:I 111( SLAB IN FEET S = AIICL£ OF $l£1I 1N tlEt;R£D a.,. '" Nt£A (jf 􀁍􀁬􀁾􀀠APPIIQI.CH 5U8 is.!P'.) 􀁡􀁯􀀮􀀫􀁾􀀠... '= § 2 fMl.E FCR ST&l. (IWlUnES _.....-D..O/$.".co
_ o.5/fT. (If""""'SUIl ---.1* 111( AI"PftOlCH SUI $lWJ. RAve: m 3M« 􀁾CRC/IM 􀁾􀀠ITS LO«:mI l$ M St'IWCTURE WKlCH II ADJOINS. -41. ALL 􀁦􀁴􀀡􀁬􀁾lWt$ (If nns STIoHIWD SHALt. at IIUoIWt
5 BARS. MIl'lHFtllCtMG STUI. SHAU. CICWOIIIW lO ASnI DES.IGMTION' 􀀢􀁾􀀢􀀱􀁓􀀮􀀠􀀠(lMO£ " 􀀺􀀺􀀮􀀮􀀺􀁲􀀮􀀶􀁾􀀮􀀺􀀺􀀺􀁲..􀁇􀁏􀀮􀀮􀁾􀁾􀀠􀁂􀀡􀁄􀁄􀁉􀁾􀀠(11 nil: STEEl. 1$ IIVIJIItED 􀁾􀁾􀀮􀁉􀀡􀁊􀀬􀀠3.
AOOIlIOIW. C£lAU.S Fe. POS$UI.E a.RB »IJ CIJT'I'tJI »IJ 􀁌􀁾􀁉􀁊􀁬􀀬􀁬􀀩􀁬􀁴􀁷􀀮JOltfT'$ Jal SM:MI QN SHttT t OF a OF 1MIS STAoII)NG) ORA.INS. .-.r_lJoiAfmid 􀁾􀀠I £/IIfpJ 4WItIo 􀁾􀀠BRIDGE
APPROACH SLAB FOR USE WITH ASPHALT AND CONCRETE PAVEMENTS NORMAL OR SKEW BAS-94 ,... 
HIf1II COil pee 1I0Il 15150 Surveyor Blvd. Telephone (972) 361 􀁾􀀠0064 The HNTS Componles Addison. TX 15001 F'acsimlle (912) 361 -0065 Enqineers Architects Planners WWW.hntb,c(lm Archer
Western Contractors. Ltd. 2121 Avenue} HNTBSuite 103 Arlington. TX 76006 Request for Information Response May 16.2005 Originator: Andrew Scheerrnann RFINumber: R-AW084 Subject: Trough
Drainage Grades Request: Please Reference RFI 44 and Plan Sheet 201 & 219 Archer Western requires additional information to construct the trench drains. Please answer the following:
1. What is the minimum slope allowed for the 4" trough drains and sub-drain? 2. The detail on sheet 219. shows the depth of the trough to be 12in. Is this depth to increase to maintain
positive drainage? 3. Please provide flowline elevations for the trough and sub-drains. Please provide the answers to these questions at your earliest convenience. Response/Action Taken:
Please fmd the answers to your question below: 1. The 4" trough drains and 4" sub-drain shall be installed with a Minimum of Y..% slope. 2. Yes, the depth shall increase to maintain
positive drainage. 3. See Attached Sketch. Date: May 16. 2005 HNTB Corporation Cc:File Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation Mike Preston. HNTB Corporation '" 􀁤􀁾􀀦􀀧􀀴􀁌
01/3a/20132 13"':4& 2147424532 􀁈􀁾􀀱􀁔􀀸􀀠CORPORAnON ,, ! f I I o LEGEND: -ct'I>'>l'Ii ZlIWJ;...., .E 􀁾..ii!l N 1011,"00 gj .... 􀀬􀁾􀁪􀀩􀀻􀀠-Ii 11.11>4 􀁾􀁾􀀺􀁲􀁾􀀻􀀮􀀺􀀠􀁾􀀻􀀺􀁾􀁡􀀺􀀺􀀠fB!]
􀁾􀀠􀀻􀁾􀀻􀀺􀀺􀀻􀀻􀀠􀁾􀀬􀀬􀀺􀁴􀁭􀀱􀁾􀁾􀀠! I1W.'H 􀁾􀁾􀁾􀀽􀀺􀀠, 􀁭􀁅􀀢􀀧􀀱􀁾􀀬􀀱􀁉􀁉􀁩􀀠am ,. 'Qotff,Jf , 1t»IJ.)l;ij1 􀁾􀀺􀀽􀀻􀀠tU::= 􀁾􀁈􀁕􀁉􀁩􀀩􀀧􀀢􀀠§i1 :=ft em 􀀺􀁾􀀽􀀺􀀠§i 􀁾􀀽􀀡􀀻􀀠t"
liE! 71 '01","􀁾􀁾􀀺􀀽􀀧􀀺􀀠[EJ:' 􀀺􀁾􀀺􀁾􀀠8::=: ffi] 􀁾􀀠􀀺􀁾􀀻􀁾􀁾􀀠:m1 􀀺􀁾􀁾􀁾􀀠i!. 1141L4 􀁾􀀢􀀧􀁾􀁴􀀷􀀧􀀱􀀠i!§} M \O;&kZJE. 􀀱􀁾􀀱􀀲􀀡􀀠I; ,112Uol 1m: 􀁾􀀠::.: mB:;= [i11 􀁾􀀠􀀺􀁾􀀺􀁾􀀠􀁾􀁾􀁾�
�􀀺􀀺􀀠Ii'8I N 􀀧􀁾􀁕􀀧􀀠i:D M 􀀱􀁴􀁾􀀮􀀷􀀵􀁾􀁾􀀺􀁾􀀺􀀠--' 􀁾􀀠,fllI:tM IF!I 􀁾􀀠􀁾􀁾􀀺􀀠Iiil 􀁾􀀠􀀺􀁾􀁾􀁾􀀠􀁾􀁾􀀠􀁾􀀺􀁾􀀡􀀺􀀠I! 11M.U i 
DRS May 11,2005 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Drive Addison, TX 7500 I Re: Arapaho Road Bridge at Midway Road Arch Span Erection Seqnence Dear
Mr. Chutchian: We have recently received the "Arch and Beam Erection Plan Span # 9" and have perfonned a cursory review. It should be noted that the erection plan only covers the erection
ofthe falsework, beams and arch and neglects the stressing of the hanger strands and the impact that the Contractor's means and methods will have on the final structure. In addition,
this erection plan proposes a different method for the construction sequence ofthe arch span from what was assumed during design. Without a complete erection analysis of the structure,
the impact ofthis change cannot be assessed. Please be advised that the Contractor is to provide a detailed erection sequence plan for the arch span and hanger stressing as a requirement
ofthe construction plans and specifications. As stated above, we do not believe what was submitted by the Contractor is adequate for this deliverable. It is critical to the successful
construction of the arch that the Contractor prepare this detailed erection sequence for approval before erection of the arch commences. To assist the Town ofAddison, we have provided
below the requirements as stated in the construction plans and specifications. Per drawing BR-37, "Main Span Erection Sequence", Erection Note I: The infonnation shown on the erection
sequence drawings conveys the assumptions made by the Designer in designing the structure. All infonnation shown is for the Contractor's infonnation only, and the Contractor is responsible
for selecting the means and methods used to construct the structure. The Contractor shall submit for review and approval to the Engineer, calculations ofthe influence of his erection
sequence, loads and details on the structure, in accordance with the project specifications. These documents shall be signed and sealed by a professional engineer ofthe State of Texas.
Project specification Section SSH, "Steel Structural Hangers", Item SSH.2 (3) (b) states in part: Drawings and narrative shall be submitted which describe the erection sequence, the
maximum allowable stress on each hanger, and the means by which the Contractor will assure that the maximum allowable stress is not exceeded. URS Corporation Graystone Centre 3010 LBJ
Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950 Fax: 972.406.6951 
URS Project Specification Section BC, "Bridge Construction" references TxDOT Standard Specification, ) 993. TxDOT Specification Item 441, "Steel Structures", 441.3(2) "Erection Drawings"
also outlines requirements ofthe Contractor for erection drawings. Sincerely, CliffR. Hall, P.E. Vice President Project Manager 
URS June 2, 2005 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho Road Bridge at Midway Road Revised Detail for U-Beam Splice,
Span 9 Dear Mr. Chutchian: As requested we are writing this letter to provide an explanation of the events that created a redesign ofthe detail used to splice the U-Beams in Span 9 ofthe
Arapaho Road Bridge. We have attached copies ofthe email correspondence received and sent by URS from the period ofNov 24, 2004 through Dec 21,2004 when revised drawings were issued.
It is and always has been our contention that the original detail is constructable and that the redesign was at the request ofthe contractor to acconunodate his desire for a detail that
he could construct easier. r:::I/::::;During design, we understood that the contractor would h r 􀁾􀀠I,...-{../forcement between beam-ends aligned correctly. To accomplish this, we had
_....􀁾􀀮􀁾••􀁾􀁵􀀬􀁾􀀮􀀠􀁵􀀮􀁾􀀠u-U<mlH 1110ricator would fabricate the beams end-to-end in the same casting bed with the splice bars protruding from one beam end and running continuously
into the other beam end. During fabrication, the protruding splice bars would either be connected with couplers, or the bars would be cast as one piece and then cut and threaded after
fonn removal. During erection, we envisioned that the contractor would need to set one beam on the bent and shore tower and place the couplers (we recommended Lenton P8 couplers) on
the protruding reinforcement. Then he would lift the other beam and set it so the splice bars aligned with the couplers. We would expect that the contractor would need to use guides
and either rolling or sliding bearings to get the beam into the proper alignment. Once in the proper alignment the contractor would then engage the coupler onto the reinforcement. During
discussions with the contractor and your consultant regarding the construction ofthis detail, the contractor requested a welded rebar splice in lieu of the coupler detail. We then provided
a welded splice detail for review and received comments from the contractor. We were then instructed to revise the construction drawings for this detail incorporating the contractor's
conunents. Sincerely, Uz;;;r!!iI CliffR. Hall, P.E. Vice President Project Manager Enclosures URS Corporation Graystone Centre 3010 LBJ Freeway, SUIte 1300 Dallas, TX 75234 Tel: 972.406.6950
Fax: 972.406.6951 
"Daniel Filer" To; <ClifCHall@urscorp.com> •. .' <DFller@hntb.com> cc; "Jerry Holde(' <JHolder@hntb.com>, "Guy Van-Saulen" <GVANSAULEN@hntb.com> 11/241200401 ;58 PM• Subject; FW; RFI
38 Cliff, this issue has come about because the couplers are too long to fit between the beams. I originally tried to have Texas Concrete sign off on this, but they would not So, we
need you to verify that these adjustments at the ends of the beams are allowed. This is a pressing issue, so if you can answer this quickly, it would be helpful. Call me if you have
any questions about it. Daniel -----Original Message---From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com] sent: Tuesday, November 23, 20044:39 PM To: Daniel Filer; Guy Van-Baulen
Subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 This e-mail and any files transmitted
with it are confidential and are intended solely for the use ofthe individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for
delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying ofthis e-mail
is strictly prohibited. 􀁾􀀠Arapaho Road P3. RA 3B.pdf 
IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III RFI # ____􀁾􀀳􀁾􀀸􀁾___ Date: November 23, 2004 Archer Western Contractors, Ltd. HNTB 5910 W. Plano Parkway. Ste 200 Plano, Texas
75093 Gu Van Saulen Andrew Schneemann U-Beam modifications to allow for Rebar Couplers Civil Please reference the aUached Unil4 U-Beam Shop Drewlngs. Archer Westem and Texas Concrete,
the U·Seam Precaster, need to modify the reinforcement In the splice end of beams 1b,2b,3b,& 4b for unil4. The reinforcement needs to be modified to allow room for the rebar spliea couplers.
The following bars where modified: Bars V, Wand OS were at 1 􀀳􀀱􀀴􀁾􀀠and were sel back to 6". Bars Y were et 3 1/2" and were set back to 11 1/r. Bars R were at 􀀳􀁾􀀠and were set back
to 11", These adjustments were needed in order to avoid conflict with the couplers required at the coupler connection as required by the conlract plans. We are ulilizing are Dayton Superior
Bar locks rebar couplers. Please approve the attached changes at your earliest convenience. Page 1 
"Daniel Filer" To: <ClifCHall@urscorp.com> <DFiler@hntb.com> ce: Subject: RE: FW; RFJ 38 11/2912004 11 :05 AM worst case scenario i will bring or have couriered a copy ofthe shop dwg's
--Original Message---From: ClifCHall@URSCorp.com [mailto:CliftHall@URSCorp.com] Sent: Mon 1112912004 10:34 AM To: Daniel Filer Cc: Guy Van-Baulen; Jerry Holder Subject: Re: FW: RFI38
Can you send (scan, fax, etc.) me a copy of the sbop drawing? Is the only change the distance from the end ofbeam to these bars? CliffR. 􀁈􀁡􀁬􀁾􀀠PE Engineering Unit Manager URS Corporation
Graystone Centre' 30I0 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filerll <DFiler@bntb.com> To: <Cliff_Hall@urscorp.com>
cc: "Jerry Holder" <JHolder@bntb.com>, "Guy Van-Baulen" 11/241200401:58 <GVANBAULEN@bntb.com> PM Subject: FW: RFI 38 Cliff, this issue has come about because the couplers are too long
to fit between the beams. I originally tried to have Texas Concrete sign off on this, but they would not. So, we need you to verilY that these adjustments at the ends ofthe beams are
allowed. This is a pressing issue, so ifyou can answer this quickly, it would be helpful. Call me ifyou have any questions about it. 
Daniel -----Original Message----From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com] Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer; Guy Van-Baulen Subject: RFl 38
I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 This e-mail and any files transmitted with it are confidential
and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering the e-mail
to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, Or copying of this e-mail is strictly prohibited.
(See attached file: Arapaho Road P3 -RFI 38.pdf) 
Cliff Hall To: "Daniel File(' <DFiler@hntb.com> cc: "Guy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holde(' DRS 11/29/200405:48 PM <JHolder@hntb.com> Subject: Re: FW: RFI 􀀳􀀸􀁾􀀠If we
understand this RFI correctly, the contractor is proposing to move the end block reinforcement away from the end of the beam and provide block-outs for couplers. We cannot accept this
change. Cliff R. Hall, PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951
"Daniel Filer" <DFiler@hntb.com> "Daniel Filer" To: <Cliff_Hall@urscorp.com> <DFiler@hntb.com> cc: "Jerry Holde(' <JHolder@hntb.com>, "Guy Van-Baulen" <GVANBAULEN@hntb.com>11/24/200401
:58 PM Subject: FW: RFI 38 Cliff, this issue has come about because the couplers are too long to fit between the beams. I originally tried to have Texas Concrete sign off on this, but
they would not. So, we need you to verify that these adjustments at the ends of the beams are allowed. This is a pressing issue, so if you can answer this quickly, it would be helpful.
Call me if you have any questions about it. Daniel -----Original Message----From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com] Sent: Tuesday, November 23, 20044:39 PM To: Daniel
Filer; Guy Van-Baulen Subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F -(972) 361-0063 M-(817) 822-7207 This e-mail
and any files transmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they are 
addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error
and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. 􀁾􀀠Arapaho Road P3 -RFI 38.p 
"Daniel Filer" To: <ClifCHall@urscorp.eom> <DFiler@hntb.com> ce: "Guy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holder" <JHolder@hnlb.com>, <aschneemann@walshgroup.com> 1112912004 06:33
PM Subject: RE: FW: RFI 38 Cliff, I believe you are understanding the change correctly. With that being the case, we must now ask that you provide a coupler that meets allowable spec's
that can fit between the ends of the beams. The contractor tried to avoid this entire situation by fmding a coupler that would fit, but was unable to do so. Ifa coupler cannot be found
to fit, you will have to advise on the constructability of the beams to accomodate any alternatives since you do not accept their proposed alternative. You can reach me on my cell at
214-868-6412 ifyou wish to discuss this. Also, if you feel a conference call or meeting is necessary, let me know and I will arrange. thanks, Daniel ---Original Message-From: ClifCHall@URSCorp.com
[mailto:Cliff_Hall@URSCorp.coml Sent: Mon 11129120045:48 PM To: Daniel Filer Cc: Guy Van-Baulen; Jerry Holder Subject: Re: FW: RFI 38 Ifwe understand this RFI correctly, the contractor
is proposing to move the end block reinforcement away from the end ofthe beam and provide block-outs for couplers. We cannot accept this change. Cliff R. Hall, PE Engineering Unit Manager
URS Corporation Graystone Centre 3010 LID Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406,6950 Direct: 972.406.6976 Fax: 972,406.6951 "Daniel Filer" <DFiler@hntb.com> To: <Cliff_Hall@urscorp
.com> ce: "Jerry Holder" <JHolder@hntb,eom>, "Guy Van-Baulen" 1112412004 01:58 <GV ANBAULEN@bntb.com> PM SUbject: FW: RFI38 
Cliff, this issue has come about because the couplers are too long to fit between the beams. I originally tried to have Texas Concrete sign off on this, but they would not. So, we need
you to verify that these adjustments at the ends of the beams are allowed. This is a pressing issue, so if you can answer this quickly, it would be helpful. Call me if you have any questions
about it. Daniel -----Original Message----From: Schoeemann, Andrew [mailto:aschneemann@walshgroup.coml Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer; Guy Van-Baulen Subject:
RFI 38 I need an answer ASAP Thanks Andrew Schoeemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 This e-mail and any files transmitted with it
are confidential and are intended solely for the use of the individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering
the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying ofthis e-mail is strictly
prohibited. (See attached file: Arapabo Road P3 -RFI 38.pdf) 
Cliff Hall To: "Daniel Filer" <DFiler@hntb,com> ce: aschneemann@walshgroup,com, "Guy Van-Baulen" 'DRS 111301200410:47 AM 􀀼􀁇􀁖􀁁􀁎􀁂􀁁􀁕􀁬􀁅􀁎􀁾􀁨􀁮􀁬􀁢􀀬􀁣􀁯􀁭􀀾􀀬􀀠"Jerry Holder"
<JHolder@hntb,com> Subject; RE: FW: RFI 􀀳􀀸􀁾􀀠Please see the following website: http://www.erico.com/products/LentonPosition.asp#p9 Cliff R. Hall, PE Engineering Unit Manager URS Corporation
G raystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filer" <DFiler@hntb.com> "Daniel Flier" TO: <Cliff_Hall@urscorp
.com> <DFiler@hntb.com> ce: "Guy Van-Baulen" <GVANBAUlEN@hntb.com>, "Jerry Holder" <JHolder@hntb.com>, <aschneemann@Walshgroup,com> 11/291200406:33 PM Subject: RE: FW: RFI 38 Cliff,
I believe you are understanding the change correctly. With that being the case, we must now ask that you provide a coupler that meets allowable spec's that can fit between the ends of
the beams. The contractor tried to avoid this entire situation by fmding a coupler coupler that would fit, but was unable to do so. Ifa coupler carmot be found to fit, you will have
to advise on the constructability ofthe beams to accomodate any alternatives since you do not accept their proposed alternative. You can reach me on my cell at 214-868-6412 ifyou wish
to discuss this. Also, if you feel a conference call or meeting is necessary, let me know and I will arrange. thanks, Daniel -----Original Message-From: Cliff_ HaIl@URSCorp.com [mailto:Cliff_
Hall@URSCorp.comJ Sent: Mon 1112912004 5:48 PM To: Daniel Filer Cc: Guy Van-Baulen; Jerry Holder Subject: Re: FW: RFI 38 If we understand Ibis RFI correctly, the contractor is proposing
to move the end block reinforcement away from the end ofthe beam and provide block-outs for couplers. We cannot accept this change. CliffR. Hall, PE Engineering Unit Manager 
DRS Corporation Graystone Centre 3010 LBI Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 IIDaniel Filer" <DFiler@hntb.com> To: <Cliff_Hall@urscor
p.com> cc: "Jerry Holder" <JHolder@bnlb.com>, "Guy Van-Baulen" 1112412004 0 I ;58 <GVANBAULEN@hntb.com> PM Subject: FW; RFI38 Cliff; this issue has come about because the couplers are
too long to fit between the beams. I originally tried to have Texas Concrele sign offon this, but they would not. So, we need you to verilY that these adjustments at the ends ofthe beams
are allowed. This is a pressing issue, so ifyou can answer this quickly, it would be helpful. Call me ifyou have any questions about it. Daniel --Original Message--From: Scbneemann,
Andrew [mailto:ascbneemann@walshgrouRcoml Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer; Guy Van-Baulen Subject: RFI 38 I need an answer ASAP Thanks Andrew Scbneemann Archer
Western Contractors, Ltd. W-(972) 361-0062 F-(972) 36\-0063 M-(S17) 822-7207 
This e-mail and any files transmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they are addressed. If you are NOT the intended
recipient or the person responsible for delivering the e-mail to the intended reCipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding,
printing, or copying ofthis e-mail is strictly prohibited. (See attached me: Arapaho Road P3 -RFI 38.pdf) 
"Schneemann. Andrew" To: <ClifCHall@urscorp.com>. "Daniel Filer" <DFiler@hnlh.com> <aschneemann@Walsh cc: "Guy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holder" group.com> <JHolder@hntb.com>
Subject: RE: FW: RFI 38 121011200405:57 PM Cliff Here is the Lenton F9 & F8 coupler Installation guide Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063
M-(817) 822-7207 -----Original Message----From: Cliff Hall@URSCorp.com [mailto:Cliff Hall@URSCorp.com] Sent: Tuesday, November 30, 2004 10:47 AM To: Daniel Filer Cc: Schneemann, Andrew;
Guy Van-Baulen; Jerry Holder Subject: RE: FW: RFI 38 Please see the following website: http://www.erico.com/products/LentonFosition.asp#p9 Cliff R. Hall, PE Engineering Unit Manager
URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filer" <DFiler@hntb.com> To: <Cliff_Hall@urscorp
.com> cc: uGuy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holder" 11/29/2004 06:33 <JHolder@hntb.com>, <aschneemann@walshgroup.com> PM Subject: RE: FW: RFI 38 
Cliff, I believe you are understanding the change correctly. With that being the case, we must now ask that you provide a coupler that meets allowable spec's that can fit between the
ends of the beams. The contractor tried to avoid this entire situation by finding a coupler that would fit, but was unable to do so. If a coupler cannot be found to fit, you will have
to advise on the constructability of the beams to accornodate any alternatives since you do not accept their proposed alternative. You can reach me on my cell at 214-868-6412 if you
wish to discuss this. Also, if you feel a conference call or meeting is necessary, let me know and I will arrange. thanks, Daniel -----Original Message----From: Cliff Hall@URSCorp.com
[mailto:Cliff_Hall@URSCorp.comj Sent: Mon 11/29/2004 5:48 PM To: Daniel Filer Cc: Guy Van-Baulen; Jerry Holder Subject: Re: FW: RFI 38 If we understand this RFI correctly, the contractor
is proposing to move the end block reinforcement away from the end of the beam and provide block-outs for couplers. We cannot accept this change. Cliff R. Hall, PE Engineering Unit Manager
URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filerll <DFiler@hntb.com> <Cliff_Hall@urscorp.co
m> Holder" <JHolder@hntb.com>, "Guy Van-Baulen" 11/24/2004 01:58 <GVANBAULEN@hntb.com> To: cc: "Jerry PM Subject: FW: RFI 
38 to so they Cliff, this issue has come about because the couplers are too long fit between the beams. I originally tried to have Texas Concrete sign off on this, but they would not.
So, we need you to verify that these adjustments at the ends of the beams are allowed. This is a pressing issue, if you can answer this quickly, it would be helpful. Call me if you have
any questions about it. Daniel -----Original Message----From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com] Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer: Guy Van-Baulen
Subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 This e-mail and any files transmitted
with it are confidential and are intended solely for the use of the individual or entity to whom are addressed. If you are NOT the intended recipient or the person responsible for delivering
the e-mail to the intended recipient, be advised that 
you have received this e-mail in error and that any use/dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. (See attached file: Arapaho Road P3 -RFI
38.pdf) 􀁾􀀠 lenton p8!.p9 coupIers.tij 
INeTALLATION INSTRUCTIONS POR LENTON·P8-P8 POSITION COUPLBRS' $al'cty 􀁾􀁉AIlIIi\ty rer,uliItiona RqUinId by IfIo jcJbaIt.lmIIt be obIerved. SpecIa1emmllon 8I>ould be givtlllO the lbIkwIbIi
iNUW:tlou: I. 0lIB0rw all FedallMUitOOlll sdIty replltkms 2. Willi'''P'd bat. 3. W.gIoVCllIO _illsplln1m IIIId ems. 4. WNrINll'tty glllSlc$lUlllimes. S, Buwn of,..-lwOJldllg above, below.
amllII'OWld. INS'tALLATl9N STEP 1􀁾􀁒􀁣􀁣􀁄􀁃􀁍􀁬􀁢􀁡􀁲􀁃􀀡􀁄􀁬􀁬􀀢􀁃􀁉􀀠􀁣􀀺􀁬􀀱􀁉􀁃􀀧􀀨􀁴􀁅􀁾􀀠􀁾􀀠lrisJ*t'lllnlldecl1lld'IIIIIdbaSIII'e tInIiIIIu W""lIPd·1MUi heofUlllCle\lt, rust.
or oCher CODlIIII\lIIIlI. TIle _of.. wlalllro* may110 1IIqWn;d. STliP1·IIIIpt.ct pm II\IIIIIIcr 011 􀁾􀁉􀁥􀁲10 iliaD SUN i.t'slfla conectsla fi:Ir bIII'J bciDg spliced (lee I:I\aIt btIow).
r.rtthe coupler01110 IfIo bet lIIId roIaIo 􀁾\IIICIIIWId"lf&!it (1jIp'OX-4 • 4 11.2111111a). 8m:1 • u.iD& a!lmu:lard pipe 'RtIII1eb, _IyIf&\I!eIIdie coup1m' 10IfIo 􀁾1111*' IIrreIided
rebar... sm4 -RQIr'lO STEP I mr lilt_nnr....... llIIortscc:ond bar ID'IO die GII1IpIer. GII1IpIer. STEP ". • WhIle lIoIdlag!be"uppot bar", q*$IlIIIdanI pipe 'Im:IIch 􀁾tho Q"lIlIlfOIOf
I!IId oftho CU1IpIIll' ill aCOIIIIfeI\. cloetwla 􀁾fO 􀁾􀁤􀁧􀁉􀁉􀁴􀁥􀀼􀁉rlIe .-ably.• 8m6· U&Iag slllllldord pipe 􀁾􀀬􀀱􀁉􀁉􀁉􀁃􀁉􀁉􀁉􀀧􀁬􀁉􀁬􀁹II&iItIID ilia jam _ ap/mItllle bod,t.
+ 8m7 • Verl1)t tIWIIm.IIDI& poovs h IIClviIiblo<_ below). .. TIl.. LIlNTON 1.aspcc:1io4 WreIIIlh may be used bylID fII'J*bW 10 per!odlGaIly dJcI:k 1IIb1I(-chait}. PDF051D ;)HI rolla

Cliff Hall To: "Schneemann, Andrew" <aschneemann@walshgroup.com> cc: "Daniel Filer" <DFiler@hntb.com>. "Guy Van-Baulen" 1JRS1210212004 09:47 AM . <GVANBAULENjjihntb.com>. "Jerry Holder"
<JHolder@hntb.com> Subject: RE: FW: RFI 􀀳􀀸􀁾􀀠Andrew. From the web site. the P8 is the coupler that would be used when axial movement is restricted (i.e. can't put the bar into the
coupler). This coupler extends to engage the second bar. We are still looking at welding and will advise later; however. we stili believe that you can acheive this connection with the
P8 coupler. Applications Designed to splice two curved, bent, or straight bars, when neither bar can be rotated • P8 &. P13 -designed to splice bars where the ongoing bar is restricted
in its axial movement or can not be rotated and length adjustability of the coupler is required. Cliff R. Hall. PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ
Freeway. Suite 1300 Daltas. TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Schneemann. Andrew" <aschneemann@walshgroup.com> "Schneemann, Andrew" To: <Cliff_Hall@urscorp.com
>, "Daniel File," <DFiler@hntb.com> <aschneemann@walsh cc: "Guy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holder" group.com> <JHolder@hntb.com> Subject: RE: FW: RFI 3812101/200405:57
PM Cliff Here is the Lenton P9 & P8 coupler Installation guide Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 -----Original Message----From:
Cliff Hall@URSCorp.com [mailto:Cliff Hall@URSCorp.com] Sent: Tuesday, November 30, 2004 10:47 AM 
To: Daniel Filer Cc: Schneemann, Andrew; Guy Van-Baulen; Jerry Holder Subject: RE: FW: RFI 38 Please see the following website: http://www.erico.com/products/LentonPosition.asp#p9 Cliff
R. Hall, PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel
Filer" <DFiler@hntb.com> To: <Cliff_Hall@urscorp.com> cc: "Guy Van-Baulen" <GVANBAULEN@hntb.com>, "Jerry Holder" 11/29/2004 06:33 <JHo1der@hntb.com>, <aschneemann@walshgroup.com> PM
Subject: RE: FW: RFI 38 Cliff, I believe you are understanding the change correctly. With that being the case, we must now ask that you provide a coupler that meets allowable spec's
that can fit between the ends of the beams. The contractor tried to avoid this entire situation by finding a coupler that would fit, but was unable to do so. If a coupler cannot be found
to fit, you will have to advise on the constructability of the beams to accomodate any alternatives since you do not accept their proposed alternative. You can reach me on my cell at
214-868-6412 if you wish to discuss this. Also, if you feel'a conference call or meeting is necessary, let me know and I will arrange. thanks, Daniel -----Original Message----From: Cliff
Hall@URSCorp.com [mailto:Cliff_Hall@URSCorp.com] Sent: Mon 11/29/2004 5:48 PM 
To; Daniel Filer Cc; Guy Van-Baulen; Jerry Holder Subject: Re; FW: RFI 38 If we understand this RFI correctly, the contractor is proposing to move the end block reinforcement away from
the end of the beam and provide block-outs for couplers. We cannot accept this change. Cliff R. Hall, PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite
1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976· Fax: 972.406.6951 UDaniel Filer" <DFiler@hntb.com> <Cliff_Hall@urscorp.com> Holder" <JHolder@hntb.com>, HGuy Van-Baulen"
11/24/2004 01:58 <GVANBAULEN@hntb.com> To: cc: "Jerry 38 PM Subject: FW: RFI Cliff, this issue has come about because the couplers are too long to fit between the beams. I originally
tried to have Texas Concrete sign off on this, but they would not. So, we need you to verify that these adjustments at the ends of the beams are allowed. This is a pressing issue, so
if you can answer this quickly, it would be helpful. Call me if you have 
any questions about it. Daniel -----Original Message----.rom: Schneemann, Andrew [mailto:aschneemann@walshgroup.comJ Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer; Guy Van-Baulen
Subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 This e-mail and any files transmitted
with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for
delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, disseminationJ forwarding, printing, or copying of this a-mail
is strictly prohibited. (See attached file: Arapaho Road P3 -RFI 3B.pdf) 
> --Cliff Hall To; "Schneemann, Andrew" <aschneemann@walshgroup.com> cc; "Daniel 􀁆􀁩􀁬􀁥􀁾􀀧􀀠<DFiler@hntb.com>,"Guy Van-Baulen" DRS12103/200401 ;25 PM <GVANBAULENjilhntb.com>, "Jerry 􀁈􀁯􀁬􀁤􀁥􀁾􀀧􀀠<JHolder@hntb.com> Subject: RE; FW; RFI 􀀳􀀸􀁾􀀠Andrew, We have reviewed the possibility of using
a welded splice detail as you requested to replace the mechanical couplers. We have attached sketches of a preliminary detail that could work. We are still finalizing this and would
appreciate any comments you may have. Note that the number, size and location of rebar for this detail has changed and all rebar to be spliced will need to be ASTM A706 Grade 60 weldable.
Arap1.pdf Arap2.pdf Arap3.pdf Arap4.pdf Cliff R. Hall, PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950
Direct: 972.406.6976 Fax: 972.406.6951 
o x o 2 q: .J'----=--_-. " .. J 
,....... """"\"-' IlJv \J I/) (fl --::: .... V\ <I I :ij: (( c; ()'"t-l 􀁾􀀠-t-{::) IY Vl 􀀭􀁾􀀠
'.I,,I, -•• 4\l 
________ ________ _____ ---􀁴􀀢􀀭􀀭􀀭􀀭􀀭􀁾,: I I I,: I ! !: It-... "''''_.. · ..........................., I, 􀁾􀁜􀀠I : , ' : I '1 : . ' ,I · :·: .:I ! _...., I I ·: : ,: 'I :i :! I
·:: ' :1:, , i __ +1 --_._--1._-_.':,-----i!: I I! i :1:: :: I :·: !,'I i' !, I i /1 I. _-------------------------J• • • • : ---------------------f ......_i-I iI : i: ·: I __I,\􀁾􀀠\.:
c................... lei .......... ...... .______________ .. ..____.. .. _ lei __---------lei ...􀁾􀀠r..................-"'.. :: . , ,...L• • _____"" __,.•I 􀁾􀀠
"Schneemann, Andrew" <aschneemann@walsh group.com> To: <ClifCHall@urscorp.com> ce: Subject: RE: FW: RFI 38 12107/2004 03:31 PM Cliff Here the bolt up plate I talked to you about Andrew
Schneernann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063 M-(817) 822-7207 -----Original Message----From: Cliff Hall@URSCorp.com [mailto:Cliff Hall@URSCorp.comj
Sent: Friday, December 03, 2004 1:26 PM To: Schneemann, Andrew Cc: Daniel Filer; Guy Van-Baulen; Jerry Holder Subject: RE: FW: RFI 38 Andrew, We have reviewed the possibility of using
a welded splice detail as you requested to replace the mechanical couplers. We have attached sketches of a preliminary detail that could work. We are still finalizing this and would
appreciate any comments you may have. Note that the number, size and location of rebar for this detail has changed and all rebar to be spliced will need to be ASTM A706 Grade 60 weldable.
(See attached file: Arapl.pdf) (See attached file: attached file: Arap3.pdf) (See attached file: Arap4.pdf) Arap2.pdf) (See Cliff R. Hall, PE Engineering Unit Manager DRS Corporation
Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 􀁾􀀠Span 9 Beam Connection.pdf ::-"., 1.",
Len'ton "'eld COI,Ipling 000 III " "i:1 '" "i " : \ "\ \ \ steel Bot't Up Pla.w to " to .. <) (> (> " I \ " .. I \. " " III • ".J"'---------_.-/􀁬􀁉􀁉􀀼􀀩􀁮􀀡􀀡􀁬􀀢􀀡􀀡􀁉􀀡􀀡􀁉􀁯􀁾􀁾􀁾􀁾􀁾􀀼􀀩􀁏􀁏􀀠0
00 I"''' ,:I:I" 1(> I Sptu:'lr Hecwy "'0.1\ Pip ""It 
"Daniel Filer" To: <ClifCHali@urscorp.com> <DFiler@hntb.com> cc: "Schneemann, Andrew· <aschneemann@walshgroup.com>, "Jeri)' Holder' <JHolder@hntb.com>, "Guy Van-Baulen" 121121200405:33
PM <GVANBAULEN@hntb.com> Subject: Reissued Sheets Cliff, as we discussed, we would like for you to' reissue the sheets that will correct the beam-en coupling situation. As I said, we
do not wish for you to "cloud" the revisions, but a revision triangle with a number is required, along with the revision being listed in revision box on lower right of sheet. Call or
email me if you have any questions. Daniel J. Filer HNTB ARCHITECTS ENGINEERS PLANNERS 5910 W. Plano Pkwy, Suite ZOO Plcna, TX75093 Office: (972)661-5626 Mobile: (214)1168-6412 Fax:
(972)661-5614 dfJler@hnfb.cam This e-mail and any files transmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they are addressed.
Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any
use, dissemination, forwarding, printing, or copying ofthis e-mail is strictly prohibited. 
Cliff Hall To: "Schnee mann, Andrew" <aschneemann@walshgroup.com>, "Daniel 􀁆􀁩􀁬􀁥􀁾􀀧􀀠<DFiler@HNTB.com>DRS12121/200404:51 PM cc: Subject: Arapaho Revised U-Beam Details Unit 4 PDF
Andrew & Daniel, Attached is the PDF of the revised U-beam splice detail. The original mylar will be sent tonight to Daniel at the HNTB office. The U-beam manufacturer should consider
using continuous #11 bars through the ends of U-beam "a" into the end of U-beam "b" and cutting these bars after the concrete is cured. This should help ensure that the bars will align
properly to make the welded connection in the field. u-beam details unit 4.pd Cliff R. Hall, PE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300
Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 
< 􀁾􀀠􀁾􀀠, t , t), f-,,,,, +j OW -----" 􀁾􀀢􀀭C Jr .-.: . He" 􀁾􀁱􀀠••N_ -+---,􀁾􀁾􀀠r i-... "'a t 􀁾􀁓􀀢􀀧􀁉.r"'-!I z... eIl t f1􀁾􀀠-l!-' ! t.oQ:􀁾􀁤􀀡􀀠I, " 􀁾􀀠I I ;; 0 􀁾􀁩􀀠0
:L 0 􀀭􀁾.􀁾􀀠, u « 􀁾􀀠.... .... -« t-0« Wt-O 0W 00 0 w' 0 􀀽􀁾􀀠0<" w'. 0 UN 􀁾􀀠iii·.. 􀁾􀀠:z 􀁾􀀠􀁾0 0 -I-􀁾U 􀁾....:z:z 􀁾0 " u 􀁾􀀠I-m :z •2 :c '" " S< 􀁕􀁾􀀠! iu:z 􀁾􀀠« !\1,
a.. 3 􀁾<II 0 􀁾􀀭􀀭7 -!--􀁾􀀠.!: '15 􀁾􀀠.•. 'Il 􀁾􀁤􀀠'i?1 , , ill I -l: ::Ii􀁾􀀠􀁾􀀠I .... 􀁾􀀠co« , i It>iI i ::l jco« I 􀁾􀀠:z t-§03 t--􀁾􀀠,􀁾􀀠􀁾􀀠u􀁾U ;wW i 􀁾􀀠<II 􀁾􀀠􀁾􀀠<II
" 􀁾􀀠e 
T-495 POOZ HIZ1126882042Jun-02-05 02:51pm Frot-URS Corporation URS June 2, 2005 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho
Road Bridge at Midway Road Revised Detail for U-Beam Splice, Span 9 Dear Mr. Chutchian: As requested we are writing this letter to provide an explanation ofthe evellts that created a
redesign ofthe detail used to splice the U-Beanas in Span 9 of the Arapaho Road Bridge. We have attached copies ofthe email correspondence received and sent by URS from the period ofNov
24, 2004 tluaugh Dec 21, 2004 when revised drawings were issued. It is and always has been our contention that the original detail is construclable and that the redesign was at the request
of the contractorto accommodate his desire for a detail that he could conSITUct easier. During design. we understood thaI the contractor would have to ensure that the splice reinforcement
between beam-ends aligned correctly. To accomplish this, we had envisioned that tbe U-beam beam fabricator would fabricate the beams end-to-end in the same casting bed with file splice
baTS protruding from one beam end and running continuously into the other beam end. During fabrication, the protruding splice bars would either be connected with couplers, or the bars
would be cast as one piece and then cut and threaded after foon removal. . During erection, we envisioned thaI the contractor would need to sci one beam on the bent and shore tower and
place the couplers (we recommended Lenton PS couplers) on the protruding reinforccmem. Tben he would lift the other beam and set it so the splice bars aligned with the couplers. We would
expect that lite contractor would need to use guides and either rolling or sliding bearings to get the beam into the proper alignment. Once in the proper alignment the contractor would
then engage the coupler onto the reinforcement. During discussions with tbe contractor and your consultant regarding the construction of this detail, the contractor requested a welded
rebar 􀁾􀁬􀁬􀁬􀁩􀁣􀁥􀀠in lieu ofthe couplcr detaiL We then provided a welded splice detail for review and received comments from the contractor. We were lben instructed to revise the
construction drawings for this detail incorporating the contractor's comments. Sincerely, 􀀿􀁊􀁩􀁩􀀻􀁾􀁩􀁊􀁊􀁉􀀠CliffR. Hall, P .E. Vice President Project Managcr Enclosures URS Corporation
Gr3yStOl'le Centre 3010 LB) Freeway, SUiUl 1300 Dallas, TX 1'5234 Tet: 972A06.S9S0 Fill<: 972.406.6951 
T-m P,OO! HI29721882042Jun-OZ-05 OZ:5Ipm From-URS Corporalion ' "Daniel Filer" To: <CliICHall@urscorp.com> .' <OFiler@hnlb.com> cc: •Jeny Holder" <JHolder@hntb,com>, "Quy Van-Saulen"
<GVANSAUleN@hntb,com>1112412004 01:58 PM• Subject: FW: RFI 38 Cliff, this issue has come about because the coupler.;; ,are too long to fit between the beams. I origin<!lIy tried to have
Texas Concrete sign off on this, but they would not. $0, we need you to verify that these adjustments at the ends of the beams are allowed, This is a pressing Issue. so if you can answer
this quickly. it would be l1elpful. Call me if you have any questions about it Daniel --Original Message--From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com] Sent: Tuesday,
November 23, 2004 4:39 PM To: Daniel Filerj Guy Van-Baulen Subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361-0063
M-(817) 822-7207 This e-mail and any files ttansmitted with it are confidential and are intended solely for the use ofthe individual or entity to whom they are addressed. Ifyou are NOT
the intended recipient or the person responsible for delivering the e-roail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination,
forwarding, printing, or copying ofthis e-mail is strictly prohibited. 􀁾􀀠A'lPaho Road P3 "RfJ 36,pOf 
Jun-02-0S 02:S8PJ11 Fro.-URS Corpor,tion 8728882042 T-4as P<004 HI2 IREQUEST FOR INFORMATION 􀁐􀁒􀁏􀁊􀁅􀁃􀁔􀁈􀁾􀀮􀀠Arapaho Phase III RFI # __-=3.".8__ Date , November 23. 2004 HNTB 5910
W. Plano Partway, Sle 2O{l 􀁐􀁬􀁡􀁮􀁯􀁾􀀠TIiDlaG 75093 G Van Saute" Andrew Schneemann mho, Western Contractors. Lid. pJeliBIJ mlerence tho aladled Unit 4 􀁕􀁾􀂢􀀻􀁬􀁭ShOP DrawIngs. Ard'llif
Ww>tsm and 􀁔􀁾􀀵Concn:tte. the U.Be.,1n ProG&&tif, I'lQo1td ID modify tlw m1n'oftW!l'r.ent irllhe IIpl!ce enG of bouma 1b.2:b,3b.& 4b for IIr'1'ii 4, Tho relnro1Comai1t I"IIll'ed$ 10
be modltl&d to eUow roam far tharebar splioe covJ»Grs. The rol!O'!Wlg bat$ whore modliled: BsraV. W and OS 'iftro at 1 3/i. aM 􀁷􀁥􀁾5of: b"'l:k 106". 􀁂􀁡􀁮􀁯􀁖􀁷􀁡􀁴􀀸􀀮􀁴􀀹􀀱􀁦􀀲􀁾;mdw....
J6t bade 10 11112-, Bal1lR 􀁜􀀱􀀱􀀱􀁩􀀬􀀮􀀮􀁴􀀳􀀢􀁾􀁮􀁤􀀠w,,..,et 􀁢􀁬􀁬􀁃􀁫􀁴􀀨􀁬􀀱􀀱􀁾􀀬􀀠 ThsA 􀁡􀁤􀁪􀁬􀁂􀁬􀁾􀁭􀁳w.m l1eedad in order_avoid conflict with 􀁉􀁊􀁕􀁾􀀠Mi.lpier'$ rvqulted
&t tl!f!! IXIUPkM' eonna:Uon •• r'&Ql1inIdo by the con.tr';td ploM. Wear. uhlizing SI'1II! Dayum Suporior Bar locks lebar «IUpfet'$, '" , 􀀮􀁾􀀠"-,,.., ;r.,.....,l,. ..,,-*􀀬􀀬􀀧􀁟􀀻􀀺􀀬􀀻􀀻􀀬􀀺􀀱􀀻�
�􀀺􀁾􀁾􀁉􀁗􀀮􀁴􀁌􀀮􀂱􀀬􀀠
9729882D42 H95 P005un-02-05 02:58pm Fr.m-URS Corporalio. "Daniel Filer' To: <ClifLHall@urseorp.com> <DFiler@hntb.com> ec: Subject: RE: FW: RFI 38 11/2912004 11 :05 AM wotst case scenario
i will bring or have couriered a copy ofthe shop dwg's --Origmal Message-From: CliffJ/aIl@tJRSCorp.com [mailto:Cliff31"II@URSCorp.comJ Sent: MOll 1112912004 10:34 AM To: Dmiel Filer
Ce: Guy VIIII-Baulen; Jerry Holder Subject: Re: FW: RFI38 Can you send (scan, fax. etc.) me a copy oftbe 'hop drawing? Is the only cb8Jlge Ibe dislllJlce from tbe end of beam to these
bars? CliffR. Hall. PE Engmeering Unit Manager URS Corporation Graystone Centre' 30U)LBJFreeway. Suit. 1300 Dallas. IX 75234 Office nt: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.695
I "Daniel Filer" <DFUer@lmtb.com:> To: <Cliff_HaU@urscorp.com> ...: "leTT)' Holder" <JHoJder@lunb.com:>. "Guy VIln-BauJen" 111'2412004 01 :58 <GVANBAULEN@hnlb.c01IJ> PM Subject: FW:
RFl38 Cliff, Ibis issue bas come about because lb. couplers are too long 10 fit between lb. beams. I I originally tried 10 bav. Texas Concrere sign offon this. buttbey would not. So,
we need you 10 verilY that Ibese adjustmems 111 lbe ends oftbe beams are allowed. This is a pressing issue, so ifyell can answer this quickly, it would be helpful. Call me if you bave
!Illy questiollS about it. 
T-m POD. F-OI2J'n-OZ-05 02:59pm Fro.-URS Corporation Daniel ---Original Message--From: Sclmeemann, Andrew [mailto:ascbneemann@walsbgroup.com] Sent: Tuesday. November 23, 2004 4:39 PM
To: Daniel Filer; Guy Va.n-Baulen Subject: RFI 38 1 need 8!lllJlswer ASAP Andrew Sc!lJlecmann Archer Western Contractors, Ltd. W-(972) 361-0062 F-(972) 361·0063 M-(Sl7) 822-7207 This
e-mail and any filcs rnmsmitted with it are confidential and are inl""ded solely for the use ofilie individual or entity to whom they are addressed. Ifyou are NOT the intended recipient
or Ibe person responsible for deliv.ring the e-JIlIbI to the inrended recipient, be F1dvised ilia! you have receivFld iliis e-mail in elTor and thar8!lY use, dissemination, forwarding,
printing, or copying ofiliis e-mail is strictly prohibited. (See attached file: Arapaho Road P3 -RFI38.pdf) 
T-495 P DDT9TZSSB2042J"0-02-05 02,53pm ,rom-URS Corp.rat,on ClilfHall To: "Daniel File(' <OAler@hn!h.com> cc: 'Guy Van-BauSe!)" <GVANBAUlSN@hntb.com>, •Jerry Holder"1JRS 111291201» 05:48
PM «JHolder@hntb.com> Subject: Re: FW: RFI 3811!:1 If we understand thiS RFI COrrectly. the contractor is proposing to move the end block reinforcement away from lhe end ofthe beam and
provide block·outs for couplers. We cannot accept this chantje. Cliff R. Hall. PE Engineering Unit Manager URS Corporation Graystona Centre 3010 laJ Freeway. Suite 1300 Dallas, lX 75234
Office Tel: 972.406.6950 Direc!: 972.406.6976 Fax: 972.406.6951 "Daniel Filer" <DFller@hntb.com> 'Daniel File... To: <ClifCHall@urscorp.com> <DFHer@hntb.com> cc: • Jerry Holde(' <JHolder@hnlb.com>,
'GtJy Van-Baulen" <GVANBAULEN@hntb.com>111241200401:58 PM Subject: FW: RFI 38 crlff. this issue has come about because the couplers are toe long to fit between the beams. ) originally
Iried to have Texas Concrete sign off on this, but they would not So, We need yOIJ yOIJ to verify that Ihese adjustments at the ends of the beams are allOWed. This is a pressing .issue,
so if you can answer this qUICkly, it would be helpful. Call me if you have any questions abOut it. Daniel ----Original Message---From: Schneemann, Andrew [mait\o:aschneemann@walshgroup.comJ
Sent: Tuesday, November 23, 2004 4:39 PM To: Daniel Filer; Guy Van-Baulen Subject: RA 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western Contractors, Ltd. W-(912) 361-0062
F-(912) 361-0063 M-(817) 822-7201 This e-mail and any files tral'ISnrirted with it are confidential and are intended solely for the use ofthe individual or entity to WhOOl they are 
91Z8SSZ04Z T-495 P.D08 F-OI2Jun-OZ-05 OZ:58pm Fr••-URS Corpo,alio. addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail to the intended
recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or \:opying ofthis e-mail is strictly prohibited. 􀁾􀀠Arapaho
Road P3 • RFI 36.p 
ammMl 1-415 POOl HI2J,n-02-05 02:58pm From-URS Corpor,tion "Daniel Filer" To: <CllffJ1I1U@urscorp.com> <DFiler@hnlb.eom> co: 􀀢􀁏􀁵􀁹􀁖􀀢􀁮􀀭􀁥􀁡􀁵􀁬􀁾􀀢􀀠<GVANBAUl.EN@lmtb.eom>, "Jerry
Holder" <JHolder@hnlb.Cllm>, <a..mneemann@Walshgroup.com> 11129/2004 06:33 PM Subject; RE: FW: RFI38 Cliff, I believe you are understanding the change correctly. With that being the
case, we must now ask that you provide a coupler that meets allowable spec's that can fit between the ends of the beams. The contractor tried to avoid this entire situation by rmding
a coupler that would fit, but was unable to do so. Ifa coupler cannot be found to fit, you will have to advise on the constructability ofthe beams to aceomodate any alternatives since
you do not accept their proposed alternative. You can reach me on my cell at 214-868-6412 ifyou wish to discuss this. Also, if you feel a conference call or meeting is necessary, let
me know and I will arrange. thanks, Daniel -Original Message-From: C1ifCHaU@URSCOJp.com!mailto:ClJfCHa.\I@URSCoIp.com] Seat: Mon 1112912004 5:48 PM To: Daniel Filer Ce: Ouy Van-Seulen;
JerrY Hold.,. Subjett: Re: FW: RFI3S Itwe UllderliWld this RFI comctly, the contnlCror Is proposing 10 move Ibe end block reinforcement away ftom the end ofllie beam and provide block-<,uts
ro, couplers. We cannot accept !his cbange. ClitfR.. Hall. PE Engineering Unit Manager URS COJporation OraYSlone Centre 3011) LBI Freeway, Suite 1300 Dallas, TIC 75234 Otru;. Tel: 972.406.6950
Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filer" <DFiIet@hntb.com> To: <Cliff_Hall@urscorp.com> cc: "Jerry Holder" <JHold"'@hnIb.com>, "Guy Ven-Baulen" 1112412004 01:58 <GVANBAULEN@hntb.com>
PM Subj.c" FW: RFI 38 
T-49! P.0IO/032 FoOll9728992042Jo,-02-05 02:59pm From-URS Corporation Cliff. this issue has come abOUt because lb. couplers are 10Q long to fit between the beams. 1originally tried 10
bave Texas Concrete sign Qffon this, but they woule! not. So, we need you to verifY iliat Ibes. adjustments at rhe ends ofthe beams are allowed. This i. a pressing issue, so if you ean
answer thi. quickly, it would be helpful. Call me ifyou have any questio/lS about IL Daniel ---OrigiDal Me,sage-From: Sci>neemant!, Andrew [maUto:..,,,hneomann@walshgroup.comJ Sent:
Tuesday, November 23,2004 4:39 PM To: Daniel Filer; Guy Van-aoulen Subject: RFI 38 I need an """wer ASAP Thanks AIldrew Sehue.mann Archer Western Conttacton,l.td. W-(972)361-0062 F-(972)
361-0063 M-(817) 822-7207 This .-mall and any files tnmsmitted with it are confidential and are intended solely for Ibe use ofthe individual or entity to whom they ... addressed. ICyou
are NOT lb. intended recipient or the person responsible for deliveriDg the .-mail to Ibe intended recipient, be advised Ihat you have received this .-mail in error and that any use,
dissemination, forwarding, printing, or copying o(Ihis .-mail is strictly prolUbited. (See attached file: Arapaho Road P3 -RFI 3a.pdf) 
9TZ888Z04ZJ.n-OZ-05 OZ:59pm From-URS Corporat,on Cliff H"n To: -Daniel Filer" <OFiler@hntb,com" ce: aschneemann@walshgltlup.com. -Guy Van-BaulenDRS 111301200410:47 AM <:GVANBAULENJ!ilhnlb.com>.
"Jerry Holder-<JHolder@hntb.com> Subject: RE: FW: FlFI381ll! Please see the following website: htlp:llwww.enco.comlproductsllenlonPO$ition.asp#p9 Cliff R. Hall. PE Engineering Unil Manager
URS Corporation Grayslone Centre 3010 lBJ Freeway. Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filef' <OFiter@hntb.com> "Oaniel
Film" To; <CIiICHall@urscorp.c.om> <DFller@hntb.CllI!f.> ce: "Guy 􀁖􀁾􀁮􀀭􀁂􀁡􀁵􀁬􀁥􀁮􀀧􀀠<GVANSAULEN@hntb.com>•"Jerry 􀁈􀁯􀁬􀁤􀁥􀁾􀀧􀀠<JHolde/@hntb.com>. <aschneemann@WalshgfOup.com>1112912004
08:33 PM Subject: RE: FW: AFt 38 Cliff, I belir:ve you are tmderstanding the change correctly. With that being the case, we must now ask that you provide a coupler that meets allowable
spec's that can fit between the ends of the beams. The contractor tried to avoid this entire situation by finding a coupler that would fit, but was unable to do so. Ifa coupler cannot
be found to fit, you will have to advise on the constructability ofthe beams to accomodate any alternatives since you do not accept their proposed alternative. You can reach me on my
cell at 214-868-6412 ifyou wish to discuss this. Also, ifyou feel a conference call or meeting is necessary, let me know and I will arrange. thanks, Daniel ---Original MessBge-From:
ClifCHaII@URSCorp.cotn [tnaiJto:ClifUiaU@URSCOtp.comJ Seal! Mon 11129/2004 5:48 PM To: DlIlIiel Filer Ce: Guy Van-BaulcD; Jeny Holder Subject: Re; FW: RFI 38 If we Wlderstand tbls RFI
correctly, the <olltnlClor is proposing 10 move the end blocl< reinforcement aWIIY tiom the end ofthe beam and provide block...,uts for couplers. We cannot aCCept this change. CliffR.
Hall. PE Engineering Unit Manage< 
J,n-02-05 OZ:51pm From-URS Corporation URS COIporation GraystoDc Centre 3010 LBJ Freeway, Suite 1300 Danas, DC 75234 Office Tel: 972.406.6950 Direct: 972.406.6916 F8lr.: 972.406.6951
!tDtIllieJ Filer" <:DFiler@hntb.coll!> To; <ClifOi.U@urocolp.com> c:c: "Jerry Holder" <JHolder@hntb.com>, "Guy Van-Baulen'l 11/2412004 0 I :58 <GVANBAULEN@hntb.com> PM Subject: FW: RFI38
Cliff, lids issue: has come about because /he couplef'$ are too lOll!: to fit between the beams. ! originally tried to h.ve Texas Concrete sign off on this, but they wO\Ild nOlo So,
we need you to verifY that these adju,,,,,eots at the ends of lhe beams are allowed. 'This is a 􀁰􀁲􀀮􀁳􀁳􀁩􀁄􀁾􀀠wue, 50 ifyou ClIn answer this ,!uickly, it would b. helpful. Call me
Ifyou have any questioll! about it. Daniel ·-Qriginal Message··From: ScJmeemann, Andrew (maillo:aschneemann@walsbgroup.comJ Sent; Tuesday, November 23, 2004 4:39 PM To: Daniel Filer;
Guy 􀁖􀁡􀁮􀂷􀁂􀁡􀁵􀁬􀁾􀁬􀁉􀀠Subject: RFJ 38 J need an answer ASAP Thanks Andrew Schn.oeDlllJln Arcber Western Contractors, LId. W·(912) 361-0062 ,·(972) 361-0063 M·(811) 822-7207 
T-495 p,013lO!f F-OI2 .Jun-02-05 01:59pm From-URS Corporation m8882042 This .-mail and any DIes transmitted with it are confidential and are intended solely for the use ofthe individual
or entity to whom they are addressed. Ifyou are NOT the intended Ie.:ipient or the petson responsible for delivering the 􀀮􀀭􀁭􀁾􀁩􀀱to the intended 􀁲􀁥􀀮􀀺􀁩􀁰􀁩􀁥􀁮􀁾􀀠be advised
!hat you bave received this .-mail in error III1d thaI ony use, dissemination, forwarding, printing, or .op)ling ofthls .·mail is strielly proliibited. (See attached me: Arapaho Road
1'3 -RFI 38.pdf) 
omUZ04Z T-495 P,QI4/03Z F-OIZJun-02-05 QZ:59pm From-URS Corporati,n "Schneemonn, Andrew" To: <CnrCHall@ulSccrp.rom>. ·Oaniel Filer" cDFller@hnlb,eom> <8schneemann@wol.h cc: "Guy Van-Beuren"
cGVANBAULEN@hntb.rom>. "Jerry Holde(' group.com> <JHolder@hnlb.eom> Subject: RE, FW: FlFI38 12/0112004 05:57 PM cliff Here is the Lenton p9 , P8 coupler 􀁉􀁮􀁳􀁴􀁡􀁬􀁬􀁡􀁾􀁩􀁯􀁮􀀠guide
Andrew SChneemann Archer Western Contractors, Ltd. w-(972) 361-0062 F-(972) 3t'n-OOf;, l1-(817) 822-7207 -----Oriqinal 􀁍􀁥􀁳􀁳􀁡􀁧􀁥􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀁲􀁯􀁲􀁮􀀺􀀠Clit, Hal10URSCorp.com
[rnailto:Cliff Hall@URSCorp.comJ Sent: Tuesday, November 30, 2004 10:47 AM To: Daniel E"iler CC! Schneemann, Andrew; Guy Van-Baulen; Jerry 􀁾􀁯􀁬􀁤􀁥􀁲􀀠Subject: RE: FW: RFI 3B Please
see the following website: 􀁨􀁴􀁴􀁰􀀺􀀯􀀯􀁷􀁷􀁷􀀮􀁥􀁲􀁩􀁣􀁯􀀮􀁣􀁯􀁭􀀯􀁰􀁲􀁯􀁤􀁵􀁣􀁴􀁳􀀯􀁌􀁥􀁮􀁾􀁯􀁮􀁰􀁯􀁳􀁩􀁴􀁴􀁯􀁮􀀮􀁡􀁳􀁰􀀣􀁰􀀹􀀠Cliff R. Hall, PE Engineering Unit Manager URS Corporation
Graystone Centre 3010 􀁾􀁂􀁊􀀠Freeway, 􀁓􀁵􀁩􀁾􀁥􀀠1300 Dallas, TX 75234 Otfice Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filer" <Dfiler@hntb.com> To: <Clitf_Hall@urscorp.com>
cc; "Guy Van-Baulen' <GVANBJlOLEN@nntb.Com>, "Jerry Holder" 11/29/2004 06: 33 <JHolder@hntb.com>, <aschneemann@walshgroup.com> PM Subject: RE: FW: RFI 38 
T-495 p.Ol./0)Z F-OIZ07Z8882042Fr••-URS CorporationJun-OZ-05 02:59pm Cliff, r believe you are understanding the change correctly. With that being the case, we must now ask that 􀁾􀁯􀁵􀀠provide
a coupler that meets allowable spec's that can fit between the ends of the beams. The contractor tried to avoid this entire situation 􀁢􀁾􀀠finding a coupler t:hat would fit, but was
unable 1:0 do so. If a coupler cannot be found to fit, you will nave to advise on the constructability ot the beams to accomodate any alternatives since you do 􀁮􀁯􀁾􀀠accept their proposed
􀁡􀁬􀁴􀁥􀁾􀁮􀁡􀁴􀁩􀁶􀁥􀀮􀀠 You can reach me on my cell at 2l4-B66-6412 if you wish to discuss this. Also, if you feel a 􀁣􀁯􀁮􀁦􀁥􀁾􀁥􀁮􀁣􀁥􀀠call or meet!ng is neces5ary, let me know
and I will arrange. thanks, Daniel -----Original Message----From: Cliff Hall@URSCorp,com [mailto:Cliff_Ha11@URSCorp.com) Sent: Mon ll/29/2004 5:48 PM To: Daniel Filer Cc: Guy Van-Baulen;
Jerry Holder Subject: Re: ow: RFI 38 If we 􀁵􀁮􀁤􀁥􀁾􀁳􀁴􀁡􀁮􀁤􀀠this RFI correctly, the 􀁣􀁯􀁮􀁾􀁲􀁡􀁣􀁴􀁯􀁲􀀠is proposing to move the end block reinforcement away from the end of the
beam and provide block-outs for coup1ers. We oannot accept this change. Clift R. Hall, FE Engineering unit Manager ORS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas,
XX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 􀀹􀀷􀀲􀀮􀁾􀀰􀀶􀀮􀀶􀀹􀀵􀀱􀀠 flDaniel Filer" 􀀼􀁄􀁆􀁩􀁬􀁑􀁾􀁀􀁨􀁮􀁴􀁢􀀬􀁣􀁯􀁭􀀾􀀠To; <Cliff_Hall@urscorp.coro> Holdel;'1f <JHolder@hntb.com>,
"Guy Van-Baulenfl 11/24/2004 01:58 􀀼􀁇􀁖􀁁􀁎􀁂􀁁􀁕􀁌􀁅􀁎􀁀􀁨􀁮􀁾􀁢􀀮􀁣􀁯􀁭􀀾􀀠PM Subject: rfl: RF! 
T-495 P 016/03Z F-OIZ9728882042Jun-02-QS Ol:59pm Froo-URS Corporation 39 to so th.ey th.at Cliff, this issue has come about because 􀁾􀁨􀁥􀀠couplers are too long fit between toe beams.
I originally tried to have TeKa. concrete sigo off 00 this, but they would not. 50. we need you to verify that these adjustments at the ends of the beams ar" allowed. This is a 􀁰􀁲􀁾􀁳􀁳􀁩􀁮􀁧􀀠issu
e. if you can answer this 􀁾􀁩􀁣􀁫􀁬􀁹􀀬􀀠it would be helpful. Call me if you have any questions about it. Daniel -----Original Message----From: Schneemann, Andrew [mailto:aschneemann@walshgroup.com]
Sent: Tuesday, November 23. 2004 4:39 PM To: Daniel Filer: Guy Van-Baulen Subject: RFI 39 I need ao answer ASA2 Thanks Andrew Schneemann Archer Western Contractors, 􀁌􀁴􀁤􀁾􀀠 w-(972)
361-0062 F-(972) 361-0063 M-(S17) 822-7207 This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity tQ whom are
addressed. If you are NOT the intended recipient or the person responsible for delivering the 2-mail to the intended recipient. be advisea 
972998ZD42 T-495 P.OIT/OI2 F-OI2Jun-02-05 02:,9pm from-URS Corporation you have received this e-mail in error and 􀁴􀁨􀁡􀁾􀀠any use, .dissemination, forwarQin9, prineing, or coPyin9
ot this 􀁾􀀭􀁭􀁡􀁩􀁬􀀠is strictly prohibited. (See attached file: Arapaho Road P3 -RFI 36.pdf) 
Jun-02-05 02:59pm From-URS Corpor,tion IN_A' , ATiON INS1RUCTIONS FOR LENTON-P8· P8 POSITION COUPLE...· Safety1IIItIuIIoIII<􀁁􀁉􀁬􀀮􀁾n:r;alIrims rcqoIIcd by.IolmI*m......lIIIMm:cI.
SpecIal eIIaIIIoIIlIbaooId ... Si"JIIlIO 1/10 foIlawtq 􀁾􀀠I. o.n..uF...wnI....:I to...J Mt:y repl""', 2. WlI.rab.ll1l .... 3. 'W_&IoV1f1O noidsplilltliHIId CIIIB. 4. WearIllI'e1U__1&
all times. S. a..wcacd'pmDllU/wOltil!aalKm, !IeIo", &lid_II. • PDFOl1D 9129982042 T-49S p.Ole/OJ2 F-OI2 INliTALLADON 311l'1 -lIl:aIovc lI.ulI4piDlbctOc 􀀨􀁩􀁦􀁾vtsu.IIY. 1asp<I*-IocI
CIId 1IIIIdat...tJn.ds IIh"""'"' pd1llld rn.. cd'UIIICb:III, JIlI'-<ill 􀁡􀁉􀁉􀁉􀁥􀁲􀁾􀀮􀀠Thn_ of. IlIIm bnl41111J lit"qUcd. S"!V 2. -1iIIpeQt part IIIIIJIIIor l1li CQUllII:r19l11ikc_II'Jdie('.UfI::I
ltsr. filrbcs1Itiqsplifaf(_ cIlIrtWaIw). '-Il10 .:aup1llr0ll19 die ....lIIdldlllO oIac.twiM LlllllllIIIId'd&flz 􀁻􀁾4 -4 lflllJllla). S1V3 • Vaiaa' --.spipe 'WftIIdI, ._tyIia/aIIdIe
""""..., II> Il1o ".1dIIIIi1IpIr Ilu .red ftIIIr. • ST£P 4 -"19S1EP I IhfIednn"""'a ID-"Itsec.md bAr laID 1IIc GII'lIpJet. STU 5 • WblIc holdlag Ib "u\IPIIt bIr"', milea -.ftIdpip: wnueiI_1flo
O....• .. ulld oflfll: coupllt. a_ . clo<:twile dirIo:Uoa CO -Ii'I/slr(IIq die 􀁟􀁾􀁬􀁹.• SJIlI>f· 􀁕􀁟􀀮􀁾􀁰􀁪􀁰􀁥WNIIdI.IDnftIy Ii&/IIIID die ./tim II1II tIpIasltlla bocII. • SnJ>1·VCJII)
􀀭􀁬􀁉􀁭􀁬􀀮􀁕􀁾􀁄􀁏􀀧􀀢isIIOtvioiblo(sco....). ;l'jI o:mllJ 
T-495 P.OIS/O'! F-OIZJo.-OZ-05 􀁏􀁚􀀺􀀵􀀹􀁾􀀠Fr••-URS C.rper.tion Cliff Halt To, "Schneemann, Andrew" """schneemann@walshgroup.com> cc: -Danial File," <DFilel@hnlb.eom>, "Guy Van-Bauten"1JRS121021200
4 09:47 AM 􀀼􀁇􀁖􀁁􀁎􀁥􀁁􀁕􀁌􀁥􀁎􀁾􀁮􀁴􀁢􀀮􀁣􀁯􀁭􀀾􀀬􀀠"JelT)f Holder" <JHoldel@hntb.com> Subject: RE: FW: RFI 381§l Andrew, From the web site. the PS is the coupler \hat would be used
when axial movement is restricted (I.e. can·t put the bar Into the coupler). This coupler extends to engage the second bar. We are sijillooking at welding and will advise later; however,
we still believe that you can achelve this connection with the P8 coupler. Applications Designed to splice two curved, bE!nt, or straight bars, when neither bar can be rotated • P8 &
P13 -designed to splice bars where the ongoing bar Is restricted in its axial movement or can not be rotated and length adjustability of the coupler is required, Clilf R. Hall, PE Engineering
Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway, SUite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972A06.6951 'Schneemann, Andrew" <aschneemann@Walshgroup
.com> 'Schneemann,Andnwf To: <CiifCHall@urscorp.com:>, "Daniel Filer" <DFiler@hntb.com> <a.chneemann@Walsh cc: "Guy Van-Saulen" <GVANBAULEN@hnlb.com>, "Jerry Holder" group.carn> <JHolder@hmb.com>
Subject RE: FW; RFI 3111210112004 05:57 PM Cliff Here is the Lenton 􀁾􀀹􀀠& pa coupler 􀁉􀁾􀁳􀁴􀁡􀁬􀁬􀁡􀁴􀁩􀁯􀁮􀀠guide Andrew Sonneemann 􀁁􀁲􀁣􀁨􀁥􀁾􀀠Western Contractors, ltd. 1'1-(972)
361-0062 F-(972) 361-0063 M-(617) 822-7207 -----Original Mes5age----From: Clitf_Hall@URSCorp.com !rnailto:Cli££_Rall@URSCorp.com] Sent: Tuesday, November 30, 2004 10:47 AM
Ju.-02-05 03:00pm Fr..-URS Corporation mem042 T-495 PD20/D32 F-012 To: Daniel 􀁆􀁩􀁾􀁥􀁲􀀠Cc: Schneemann, Andrew: Guy Van-Baulen; Jerry Holder Subject: RE: FW: R.I 38 Please see the
following website: http://www.erico.com/products/LentonPosition.asp#p9 Cliff R. Hall, PE Engineering unit Manager \lRS CorporaUon Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas,
TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Daniel Filexh <DFiler@hntb.cOm> To: <Cliff_Rall@urscorp.com> cc: "Guy 'lan-Bau1en" <GVANBAULEN@hntb.com>, "Jerry
Holder" 11/29/2004 06:33 <JHolder@hntb.com>, <aschneemann@walshgroup.com> PM Subject: RE: FW: 􀁾􀁲􀁉􀀠38 C1lf!, I believe you are understanding the change correctly. With that being
the case, we must now ask that you provide 􀁾􀀠eoupler that meets allowable spec's that can fit between the endS or the beams. The oontraotor tried to avoid this entire situation 􀁾􀁹􀀠finding
a coupler that would fit, but was unable to do so. If a 􀁾􀁯􀁵􀁰􀁬􀁥􀁲􀀠cannot be found to fit, you will have to advise on the constructability Of the beams to accomodate any alternatives
since you do not accept their proposed alternative. You 􀁾􀁡􀁮􀀠reach me on my cell at 214-668-6412 if you wish to discuss this. Also, if you feel a 􀁣􀁯􀁮􀁦􀁾􀁲􀁾􀁮􀁣􀁥􀀠call or meeting
is nece33ary, 􀁬􀁥􀁾􀀠me know and I will arrange. thanl<s, Daniel -----Origina1 Mes.age----From: Cliff Hall@URSCorp.com [mailto:Cliff_HallGURSCorp.comJ Sent: Man 􀁬􀁲􀀯􀀲􀀹􀀯􀀲􀀰􀀰􀁾􀀠5;48
PM 
T-495 P.021/032 F-0129728882042Fr..-URS Corporat,onJun-02-05 03:00pm To: Daniel Filer Cc: Guy Van-Baulen; Jerry Holder 􀁓􀁵􀁢􀁪􀁥􀁣􀁾􀀺􀀠Re: FW: RFI 38 If we understand this RFI correctlYJ
the contractor is proposing to move tbe end block reinforcement away from the end of the beam and provide block-outs for couplers, We cannot accept this change, Cliff R, Hall, FE Engineering
Unit Manager QR.S Corporation Graystone Centre 301Q LBJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 "Da.niel Filer" <DFiler@hntb.com>
<Cliff_Hall@urscorp.com> Holder'l <JHolde.r@hntb.con?, "Guy Van"'Baulen" 􀀱􀀱􀀯􀀲􀀴􀀯􀁾􀀰􀀰􀀴􀀠01:58 <GVANBAULEN@hntb.com> To: cc: "Jerry PM Subject: 1m: RFI Cliff, this issue has come
about because the couplers are too long to fit. between the beams. I ori9inally tried to have Texas Concrete sign off on this, but they would not. So, We need you to verify that these
a.;ijustments at the ends of tbe beams are allowed. This is a pressing issue, so if you Can answer this quickly, it would be help£ul. Call me if you have 
9729982042 T-496 P.022/032 F-OI2Jun-02-06 03:00pm From-URS Corporalion any questions about it. Daniel -----original Message----From: Schneemann. Andrew 􀀨􀁭􀁡􀁾􀁬􀁴􀁯􀀺􀁡􀁳􀁣􀁨􀁮􀁥􀁥􀁭􀁡􀁮􀁮􀁀􀁷􀁡􀁬�
�􀁨􀁧􀁲􀁯􀁵􀁰􀀮􀁣􀁯􀁭􀀩􀀠Sent: Tuesday/November 23. 2004 4:39 PM 􀁔􀁯􀁾􀀠Danial Filer: Guy V.n-Baulen subject: RFI 38 I need an answer ASAP Thanks Andrew Schneemann Archer Western ContractorS.
Ltd. 􀁗􀀭􀀨􀀹􀀷􀁾􀀩􀀠361-0062 F-(972) 361-0063 M-(S17) 822-7207 This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual Or
􀁾􀁮􀁴􀁩􀁴􀁹􀀠to whom they are addressed. If you are NOT the intended recipien, Or the person responsible for delivering the e-mail to 􀁾􀁨􀁥􀀠intended recipient, be advised that you
have received this e-mail in error and that any· use, dissemination, forwarding. printing, or copying of this e-mail is strictly prOhibited. (See attached file: Arapaho Road P3 -􀁒􀁾􀁉􀀠3B.pdf)

97Zaa9!04! T-49S p.oza/O.z F-Ol!Jun-O!-05 03:00pm From-URS Corporation Cliff Ha" To: ·Schneemann, Andrew" <E!scnneemann@walshgroup,cQm> cc: 'Daniel Flier" <DFiler@hnlb.com>. "Guy Van-Baulen"URS
12103/2004 01:25 PM <GVANBAULENjilhntb.com>. "Jerry Holder' <JHolder@hntb.com> Subject: RS: FW: 􀁒􀁆􀁉􀀳􀁡􀁾􀀠Andrew, We have reviewed the possibility of using a welded splice detail
as you requested to replace the mechanical couplers. We have attached Sketches of a preliminary detail that coUld work, We are still finalizing this and would appreciate any comments
you may have. Note that the number, size and location of rebar forthis detail has changed and aU rebar to be spliced will need 10 be ASTM A706 Grade 60 weldable.-.,.,..Arllpl.pdf Arap2.pdf
Arap3.pdf Arap4.pdf Cliff R. Hall, PE Engineering Unit Manager URS Corporation Ornystone Centre 3010 LaJ Freeway, Suite 1300 Dallas, TX 75234 Office Tel: 972.406.6950 Direct: 972.406.6976
Fax: 972.406.6951 
H95 P.m/oU HI29128992042From-URS CorporationJ ..... 02-05 03:00pm '" .; ", . ". ;-. .. .. " .... . . :':. " .,",.-. , ," ..... ',L ..􀁾􀀠. ;,: .' -, .,. .. 􀀬􀀮􀁾􀀠," .... 
J.n-02-05 03,OOpm From-URS Corpor.tion 9728882041 POIS/Oll F-OI2 ".Ut" 􀀻􀁾􀀢􀀠...$:, 􀁾􀀠;. ". .,; "". ,.' ....', 􀂷􀂷􀀩􀀻􀁾􀁦􀀬􀀠. '. '.', ; 􀀺􀁾􀀠.... 􀁾􀀧􀀢􀀠.. ",. 􀁾􀀬. ..-'"''
",' .. , ..... '. ., . . '; 􀁾􀀬􀀠. ',:,' 
memo42 1-495 P,OU/032 F-m Jun-02-05 03:00pm F,om-URS Corporation " " ' ,,' " , " , " ",<: .. -" ,', '!c<" , , " " ...... ," ," '" .,-;". " ;,,' ,:", . ."" ....' ."". :.;. ," .... . ';'
􀀧􀁾􀀢􀀠" , ( ,,, .. ' ,"" ,', " ' " ,:". ', , ',' .... 􀀬􀁾􀀠:.. , " , *""'\'r.' 
Jun-02-05 03:01pm Fro.-URS Corporation 9129962042 T-495 P,027/032 F-OI2 '.' 1 \I'} Q \ -! tJ 􀁾􀀠,\I ..\ A II(jl c 􀀧􀁾􀀠'v 􀀧􀀭􀀧􀀭􀀭􀀭􀁾􀀭􀀧􀀧􀀢􀀧􀁜􀁩􀀠<> :-I-" \l .;;,'"<Y" "I;/)
:-.;" 
9meeZ04Z T-495 POle/OIl F-OllJon-Ot-05 03:01p. From-URS Corpor.tion "Sehneemann, Andre.... To: <ClifCHaIl@urscorp.eom> <asehneemann@walsh ceo gl'Oup.eom> SlIbject: RE: FW: RFI38 1210712004
03:31 PM Cliff Here the bolt up plate I talked to you about Andrew Schneemann Archer Western Contractors, 􀁌􀁴􀁤􀁾􀀠 w-(972) 361-0062 F-(912) 361-0063 M-(817) 822-1207 -----Origina1
Message----From: 􀁃􀁬􀁩􀁦􀁦􀁟􀁈􀁡􀁬􀁬􀁾􀁕􀁒􀁓􀁃􀁯􀁲􀁰􀀮􀁣􀁯􀁭􀀠􀁛􀁭􀁡􀁩􀁾􀁴􀁯􀀺􀁃􀁬􀁩􀁦􀁦􀁟􀁈􀁡􀁬􀀱􀁀􀁕􀁒􀁓􀁃􀁯􀁲􀁰􀀮􀁣􀁯􀁭􀁬􀀠Sent: Friday, December 03, 2004 l:26 PM To: Schneemann,
Andrew Ce: Daniel Filer; Guy Van-Baulen; Jerry Holder Subject: RE: FW: RFI 38 Andrew, We have reviewed the possibl1icy of using a welded splice detail as you requested to replace the
mechanical couplers. We have attached sketches of a preliminary detail that could work. 􀁾􀁥􀀠are still finali2ing this and would 􀁡􀁰􀁰􀁲􀁥􀁾􀁩􀁡􀁴􀁥􀀠any comments you may have. Note
that the number, size and location of rebar for this detail has changed and all rebar 􀁾􀁯􀀠be spliced will need to be ASTH A706 Grade 60 weldable. (See 􀁡􀁴􀁾􀁡􀁣􀁨􀁥􀁤􀀠file: Arapl.pdfl
(See attached file: Arap2.pdf) (See attached file: Arap3.pdf) (See attached file: Arap4.pdf) Cliff R. Hall, FE Engineering Unit Manager URS Corporation Graystone Centre 3010 LBJ Freeway,
Suite 1300 Dallas, TX 75234 Office Tel; 912.406.6950 Direct: 972.406.6976 Fax: 912.406.6951 [!J Span 9 Beam COMlICt;Orl.pdl 
mem042 T-495 P.029/032 F-OllJun-Ol-05 03:01pm From-URS Corpor.tion Lef"I"t1:m VtlCII cOI.IpUng iJ 0 \) (10..,! I • •• •: l . .\ . \\ . \ • • J , ••••• -• *1 o ."7rro-;.......-.-o"ii""o
.. St.il:U=h" HI.'DV)' 'IIo.n PIp Bolt 
gmaaZD4Z T-495 P.DIO/DS! F-OI,Jun-OZ-05 01:01pm From-URS Corpor.tion "Daniel Filer" To: <CIiICHall@urscorp.com> <DFiler@hnlb.com> cc: -SChneemann, Andrew" <aschneemann@walshgroup.com>••Jert)'
HoiCler" <JHOICler@hntb.com>, -Guy Van-Saulsn" 1211212004 05:33 PM <GVANBAULEN@hntb.com> Subjec:l: Reissued Shaots Cliff, as we discussed. we would like for you to 'reissue Ihe sheets
that will correct the beam-en coupling sitIJation. As I said. we do not wish for you to 'cloud" the revIsions. but a revision triangle with a number is required, along with the revision
being listed in revision box on lower right of $heet Call or email me if you have any questions. Daniel J. Filer HNTB ARCHIT£CTS ENGlNE6I<S PlANNeRS 5910 W. Plano Pkwy, Suite 200 Plano.
TX 75093 Offlc·" (972)661-5626 Mobi"'.. (214)B68-4412 Fa.: (972)66/-5614 qflll!I@Iv!rb.=n This e-mail andanyfileslrall.i1lllitted with it are confidential and are intended solely for
the use ofthe individual or entity to whom they are addressed. Ifyou are NOT the intended recipient or the person responsible for delivering the e-mail 10 the intended recipient, be
advised that you have received this e-mail in error and that any use, dissemination. forwarding, prinling, or copying ofthis e-mail is strictly prohibited. 
. 9728892042 T-495 P031/032 F-012Jun-OZ-05 03:01pm From-URS Corporation Cliff Hall To: "Schneemann, Andrew· <aschneemann@walshgroup.com>t "Daniel File(' <DFiler@HNT6,com;>URS 12121/2004
04:51 PM cc: Subject: Arapaho Revised U-Beam Details Unil 4 PDF Andrew & Daniel, Attached is the PDF olthe revised U-beam splice detail. The original mylar will be sent tonight to Daniel
at the HNTB office. The U-beam manufacturer should consider using continuous #11 bars through the ends of U-beam "a" into the end of U-beam "b" and cutting Ihese bars after the concrete
is cured. This shOUld help ensure that the bars will align properly to make the welded connection in the field . .. u-beam detail. unit 4.pd Cliff R. Hall, PE Engineering Unit Manager
URS Corporation Graystone Centne 3010 LBJ Freeway. Suite 1300 Dallas.1X 75234 Office Tel: 972.406.6950 Direct: 972.406.6976 Fax: 972.406.6951 :: ! 
•• Fr••-URS CorporationJ"0-02-05 03:01pm T-4Q5 P.032/Dl2 F-OI2 • • • 0 • 0 •w' •o • 􀁾􀀠L 􀁾􀀠􀁾􀀠r I I 􀁾􀀠.,-J, .,I• =,􀁧􀀺􀁾􀁾􀀺􀀬􀀡􀀭􀀭􀀭􀀬􀀺 , -. i 􀁾􀁴􀁈􀀧􀀠I ___ f-io-L . ;.-1
􀀮􀁾􀀠"1. •• w ;i • :;!0• • <;I <;I u il • -'-'" .... \oJ CI .0 c-t-t \21 􀁾􀀮􀀠J. :.# ""a .. <;I m <;I -' zl 􀁾-<t o •-􀁾l-t; t􀁾􀀠.....:z 􀁾z 0 .... 􀁾I:z ..... I:!1 􀁾•• h 􀀧􀁾􀁦􀁾􀀠e!
: :.a '" It.i; ) .. ti 1'''::-Irl 􀁾􀀭􀀭0 i:::I: Z ...; tl. '" I Q !--EI :!1 !II) i ... • In jII) I ;:) z 0-l-e :.I • '" I ii --
Jun-02-05 02:51pm From-URS Corporation 9128882042 T-495 P,OOI H12 URS Facsimile To: FInn: Facsimile: From: Oate: Page lof, Message: 0=, URS CoIpQ<oIlon 3010 LEW FMeway. Suite 1300 Dollas,
TX 152M Tat: 912,<106.6950 f.-: 972,4W.f)9S1 'WVN/.lJf$oorp.cotn COr<FJIlENTIALfTY NOTICE The inrotTMltoa itt Ibis 6,Qimile: 1r.t.nSMiuion C: ;Mended !l:oIt:ly tor the 􀀵􀁾􀁴􀁬􀀡􀁴􀁦􀀠tc'Cipw"
of'hit ttaMmwKin. If)'Ou hnc 􀁮􀀺􀁄􀁬􀀺􀁩􀁾􀀠this 6. in I:f"I'9l". 􀁰􀁦􀁾􀀧􀁣􀀠norify 'hi; xn6c:r immlO4i.tc1l by tekplrOftC. Ifyou .." "(It tltit 􀁩􀁮􀁾􀁴􀁥􀁥􀁾􀁬􀀮plczs,c.be ..dviud
WI 􀁤􀁩􀀺􀁳􀁊􀀮􀁾􀁩􀁦􀁬􀀧􀁬􀁩􀁯􀁮􀀮􀀠di$lribulil;m, Of 􀁾􀁮􀀬of,he inrOt'IMli(ln C(lftrained m\hi,!u I, 'wKIJ)' rrohibiled. 
15150 Surv1!yor atvd. Telephone (912) 361· 0064 Addfson. TX 15001 Facsimile (972) 361 0065w wwwJinth.eom Mr. Ben Withered HNTBProject Manager Archer Western Contractors. Ltd. 2121 Avenue
j" Suite 103 Arlington. TX 76006 Re: Extending of MSE#2 Wall May 26. 2005 Dear Ben: This letter is a follow up to the letter issued on May 11.2005. on related work for the extending
of the MSE retaining wall #2. As you we been discussing for the passed several weeks, the lOft standard inlet on lateral A-5 would be in the way. Archer Western is directed to remove
the instaIllOft std. inlet and cutback and plug the 21» RCP pipe so the leveling pad for the MSE #2 wall can be installed. Since we sti1l required an inlet to collect the stonn water
runoff from the roadway. Archer Western is directed to install a new 10ft standard inlet at station 44+85 with an FIL of 601.67. This inlet willbe connected into the east wall of the
2-grate inlet located at station 44+71 with a 21» RCP pipe. Archer Western is requested to provide the cost proposal for the removal & disposal of the lOft std. concrete inlet, plugging
of the 21"RCP and the tie-in of the new 21"RCP into the 2-grate inlet The new inlet and RCP pipe will be compensated under the corresponding bid items and all work shall meet all specification
required under this project TIuok/£ J.. 􀀶􀁾􀀠Guy Van Baul1 HNTB Corporation Cc: File Steve Chutchian. Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling. HNTB Corporation

Conduit Layout per Plans South T -4 Rail South Edge of Decking North T -4 Rail North Edge of Decking Condo Circuit Pg.# Description Condo Circuit Pg.# Description Condo Circuit Pg.#
Description Condo Circuit Pg.# Description 3/4" PVC E&F 335 Receptacles 3/4" PVC E 343 F-2 Ihru F-20 Even 314" RMC D 335 A-2 Fixtures 314"RMC E&F 339 C-2 Fixtures 3/4"RMC B 341 B Fixtures
3/4"RMC B Control 341 B Fixture Cntrl 314"RMC Output 339 0-2 Fixt. Output 314"PVC 314"PVC 314':PVC 314"PVC G 335 E-1&A-1 Fixture H&J 335 Receptacles D 343 F-5 -F-19.G-7.8.9 C 343 F-1
-F-3, G-1-6 314"RMC 3/4"RMC 314"RMC 314"RMC C&D 339 C-1 Drivers Output 339 C-10utput A 341 B Fixtures B Control 341 B Fixture Cntn Total Conduits: 2 Total Conduits: 5 Total Conduits:
4 Total COnduits: 4 
NOTE RtF!:£! TO 1010"-1 fOR S'TOl'h.t stw£'R 􀁾􀁏􀁲􀁴􀁓􀀠, 1 (l'XS' P.[lN!"ORC;:O 10'x5' SiU. 􀁓􀁾􀁗􀀮􀀠0 􀁏􀀮􀀷􀀰􀁾􀀠􀁾􀀠Lf, or 10':-;S' R(lNTORCt:O CONCRETE BOX CUlV[F!T -􀁩􀁾􀀮􀀠􀁾􀀺􀁾􀀺􀀧􀀺􀀧􀀺􀀠
.... -..􀀭􀀮􀁾􀀠,"---'-􀁲􀀽􀁾􀀺􀀺􀀭􀀧fP-::.;J/·""/fU-+___--"';;.:'v:=;,stD::...::--=::.....____-lI..:'-::;K.::::C,-l ,, I 605 I 􀁾􀀠600 595 ---',-: -S'x!)' 511.1.. SEW-. 0 1.00", 590
IOI!.l.um: v&..l.;O::;I:>N: SHT. SW-3 :-, '585 j., . 580 m .120-0;t .0:: ::C:::',',.•'Z!r. 􀁢􀀢􀁃􀁾􀀠􀀢􀁾􀀢􀁇􀀺􀀠l.o;OSluPro2 AEA'PA}iO Ref-.r! ?HASt: iII 􀁾􀀠􀁾􀀠􀁾􀀠􀁾􀀠a 􀁾􀁾􀀠;;;
.. ! 􀁾􀀠􀀮􀁾􀀠􀀢􀀧􀁾􀀠;",xl'2 " 􀁶􀁾􀀠."􀁩􀁾􀀠􀀼􀁾􀀠􀁾􀀠􀁾􀀠-r 􀁾􀁩􀀺􀀺􀀮􀀠•􀁾􀁾􀀠" 􀁾􀀠"-,2t:t LF'. OF CONCRrTr BOX CUt,vrRT 167 I 1 _____________􀁾􀁾􀁾__________________􀁾􀀶􀁾􀀫􀁾􀁏􀁾􀀰___________
_________􀀷􀁾􀀫􀁾􀀰􀁾􀁏􀁾􀀬___ 8+QO. 9+00L. 􀀭􀀬􀀭􀀭􀀭􀀭􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀽􀀮􀀠" --'"--'" 
15150 Surveyor Blvd. Telephone (972) 361 0064wIDf1'B Cool pen " w􀁔􀁨􀁾􀀠HNT8 CompanIes AdaisQI\ TX 75001 r"esimlfe (972) 361 0065 Engineers Archftects Planners www.tmtb.com Mr. Don
Good Project Manager HNfB Armer Western Contractors, Ltd. 2121 􀁁􀁶􀁥􀁮􀁵􀁥􀁾􀁲􀀠Suite 103 Arlington, TX 76006 Re Railroad Grade Crossing for Roadway Pavement May25,2005 Dear Don: On
May 23M, Town ofAddison held a meeting with the Dallas, Garland & Northeastern Railroad on the work schedule for the grade crossing on Arapaho Road at the old Brickyard area. During
this meeting the Town and HNTB were notified that the Railroad would be changing the type of steel rail to a heavier gage, which would raise the height ofthe rail approximately 2 inches.
This letter is to confirm our conversation during the weekly progress meeting held on May 24th, requesting Archer Western to hold up on the placement of the flex-base material within
both side ofeach railroad grade crossing until such time, that a Railroad work crew can makes the final grades adjustment to the existing tracks, the track are surveyed and adjustment
are made to the pavement elevation for the future Arapaho Road to meet the new track grade crossing. Th"'1 i,6J-Guy Van Ba'i HNTB Corporation Cc: File Steve Chutchian. Town ofAddison
Jerry D. Holder, HNTB Corporation : :: , 
HIITD Coapoaat.... 15150 Surveyor Blvd. 1 efephone (972) 361-0064 The HNfB Companfes Addl's:ot\. TX 75001 Facsimile (972) 361 • 0065 Eni}inem Architects: Planners www.hntb.com Archer
Western Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response May 25. 2005 Originator. Andrew Scheermann RFI Number. R-AW086 Subject: Securing
Stinger Nuts Reqnest: Please reference the Response to RFI 69 Arcl1er Western received a response to RFI 69 -Arcl1 and stinger bolt torque requirements, the requested a method of securing
the bolts of the stringer. Arcl1er Western proposes to tack weld the end of the bolt to the nut and spray the weld with cold galvanizing spray. Please approve this method as soon as
possible. Response/Action Taken: This method of securing the Stinger ancl10r bolt nuts is acceptable. By: 􀁬􀁾􀁦􀀻􀀺􀁌HNTB Corporation Date: May 25.2005 Cc: File Steve Chutcl1ian. Town
of Addison Jerry D. Holder. HNTB Corporation Cliff Hall. URS Corporation 
􀁈􀁉􀁉􀀧􀁔􀁉􀁉􀁾􀁟􀀠15150 Surveyor BlVd. teJephone (972) 351 􀁾􀀠0064 The HNtB Companies AcdJ,on. tx 75001 Facsfmile (972) 361-0065 Engineers An;hitecU Planners W'WW.hntb.com Archer
Western Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlingt<m. TX 76006 Request for Information Response May2S.200S Originator: Andrew Scheermann RFI Number: R-AW063 Snbject Clarification
ofRetaining Wall Offsets Request: Please review Archer Western RFI 8 Archer Western asked aquestion on July 26, 2004. in HPI 8. whether the MSE offsets where calculated to the face of
the wall or face of roping. Jenny Nicewander responded that the offset was measured to the face of wall no face ofroping. Archer Western was preparing to trench the structw:al and discovered
that ifthe wall was set per RFI-8. the pedestrian and T-4 rail would no line up with the corresponding railing on the bridge. On January 27,2005. we disrossed the offset further with
Ms. Nicewander and she agreed that the offset should be to the face of roping. Please ronfIrm this change. Response/Action Taken: This is to confrrm the subject mention above during
the weekly progress meeting and on January 27'" that the offset should be to the face of the coping of the MSE retaining wall. By: 􀀧􀀢􀁴􀁂􀁾􀀮􀀿􀁊􀀭􀀭HNTB Corporation Date: May 25,2005
0:: File Steve Chutchian. Town of Addison Jeny D. Holder. HNTB Corporation 
IIIIT1I Coo,.. ,_ T5150 Surveyor Blvd. Telephone (91'2) 361 􀁾􀀠0064The tiNTS Companies Addison. TX 15001 rO<Slmli. (91ZJ 361-0065 Enqineers 􀁁􀁲􀁣􀁨􀁬􀁴􀁾􀁥􀁴􀀤􀀠Planners www.nntb.com
Archer Western Contractors. Ltd_ 2121 Avenue «j HNTBSuite 103 Arlington, TX 76006 Request for Information Response May 24, 2005 Originator: Andrew Scileemlann RFINmnber.: R-AW074 Subject:
Anchor Bolt Conflictwith Rebar for MOD AT-4 Rail Request: Please review the attached of the MOD A T-4 Rail Rebar The designer denotes a modified dimension from the outside wall to the
rehar of 4 inches_ The detail does not acutely reflect the orientation of the rebar cage and the embedded anchor bolts. As shown in the attached sketch the anchor bolts fall outside
the rebar cage. Please expedite your answer as we currently need to cast T -4 coping fur the retaining walling walls 2 & 4_ Response/Action Taken: This is to concur with the submitted
sketch by Archer Western e-mailed on February 28, 2005, for the required dimensions of the T -4 Rail MOD A & B. (See attache sketch) 1. The dimensions from the rebar to the face ofconcrete
are clear dimensions (not to centerline ofthe rehar as on the drawings. 2. The longitudinal reinforcement 􀁾(#5) • bars need to be placed inside the anchor bolt legs not in the comers
ofthe "U" or «V" S,OP) 􀁪􀀩􀁾􀀠tl􀁾.Y-=--􀁇􀁕􀁙􀁾􀁂􀁡􀁵􀁩􀁥􀁮􀀮EITBy: HNTB Corporation Date: May 24, 2005 Cc: File Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation
Cliff Hall, URS Corporation 
I 0 J-(\i::.. rf:i T\. /It 1 tt :t C􀁾􀀠i:: t 􀁾􀀠t 􀁾􀀠t a I I T I " I t L􀁾􀀠I I L 
May 23,2005 -Letter: HNTB -45 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Location of
Stinger Access Hole Dear Guy: On Friday May 20, 2005, Archer Western set the stinger on north side of bent 9. We discovered that the Stinger Access Hole will be approximately 4" into
the span 8 bridge deck concrete. The installation and location of the access holes was determined by HNTB, Town of Addison and King Fabrication. Archer Western was told that modification
to the stinger where being discussed between HNTB and King Fabrication. A shop drawing was submitted by King Fabrication and was approved by HNTB, but Archer Western was not given any
requirements for these modifications. Archer Western will be pouring the concrete on Span 7 & 8 on Friday May 27, 2005. Please provide Archer Western a solution as early as possible,
as not to delay the project schedule. If you require additional information, please contact Andrew at our field office. (,0(" ithered 1 • Project Manager XC: Andrew Schneemann Don Good
File 
May 16, 2005 Leiter: HNTB -40 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Altn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Additional
Charges For 8" Waterline Relocation Dear Guy: Archer Western concurs with the use of existing contract bid items for the removal and replacement of the existing driveway and installation
of the 8" waterline. Archer Western also incurred additional costs in the excessive potholing required to find the valve, the removal of the existing 8" waterline and relocation of the
8" gate valve. These additional costs are detailed on the attached revised PCO 37. If you require additional information, please contact Andrew at our field office. Ben Withered Project
Manager Enclosure XC: Andrew Schneemann Don Good File r2L .; 
Summary Archer Western Contractors, LTD. Town of Addison CHANGE PROPOSAL SUMMARY 204059 TO: ATTENTiON: HNTB 5910"W;op"I.::n=O-.p;:.:O:r.::wa=yC---------Plano, TX 15093 Guy Van Baulen
DATE: PROJECT: PROJECT NO.: PCONo. May 16, 2005 Arapno Road 􀁐􀁾􀁉􀁉􀁉􀀠AW·204059 37 Description: PotHole for 8" Gate Valve and Remove Abando!:,ed 8" Waterline A TOTAL MATERIAL COST
$ 59,51 B C TOTAL LABOR COST (Labor & Burden) TOTAL EQUIPMENT COST $ $ 907.32 548,46 SUBTOTALt:_______________________________________ $1,515.29 1 E SUBCONTRACTOR COST SUBTOTAL $ 57.50
$57,50 I G TOTAL DIRECT JOB COST $1,572.791 H BONO & INSURANCE AT 2 'k $31.46 I TOTAL CHANGE P"R"O"P"'O"'S·AL"'CO"S..T;:-----......􀀭􀁾􀀠-------------;$:;-1';:;604=.2:.15 1 􀁾􀀽􀀠􀁍􀁾􀀠TIME
EXTENSION IN DAYS (FOR THIS CHANGEI Arehe estern Approval Page 1 
Equipment EQUIPMENT Arapho Road P-III PCO#: 37 AW-204059 ITEM OF WORK: PotHole for 8" Gate Valve and Remove Abandoned S" Waterline SUBTOTAL EQUIPMENT COST $ 476.92 COMPENSATION (SUBTOTAL
EQUIPMENT COST AT 15%) $ 71,54 TOTAL EQUIPMENT COST $ 548.46 • HOURLY RATE"{Conlractors Equipment Cost Guide -Combined Owner & Repair Expenses Monthly Rate 1176) FORD F-250 PICKUP I
$ 9.16 I $ 9.16 CAT 430 I $ 26.04 4 $ 104.16 $ -􀁾􀁏􀁒􀀨􀀠􀁾􀀧􀁉􀁃􀁋􀁕􀁐􀀠, 3 $ '.41 0 :AT 10 2' 7 $.21 Nalk lehind :oller 2 . 6 i3.E : Work Description: Pothole for Existing 8" Gate
Valve at Comfort Suites Page 2 
Material MATERIAL Arapho Road P-III PCO#: 37 AW-204059 ITEM OF WORK: PotHole for 8" Gate Valve and Removo Abandoned 8" Waterline MATERIAL UNIT EST.QTY. UNIT PRICE TOTAL , iSmali Tools
iSafety Supplies Mhrs Mhrs 35 35 $1.00 $0.50 $ $ 34.50 17.25 ! : , MINUS ANY DISCOUNTS ON MATERIAL INVOICES SUBTOTAL MATERIAL COST COMPENSATION (SUBTOTAL MTL. COST AT 15%) TOTAL MATERIAL
COST $ $ $ 51.75 7.76 59.51 Work Description: Page 4 
LABOR Arapho Road P-III PCO#: 37 AW-204059 ITEM OF WORK: PotHole for 8" Gate Valve and Remove Abandoned 8" Waterllne TOTAL BURDENED LABOR COSTS 788.98 TOTAL LABOR COSTS EXCLUDING LABOR
BURDER AT 15% 118.35 TOTAL LABOR COSTS 907.32 i LABOR HOURLY RATE ·Potholinq $ -:69644 $ 41.85 i94452 $ 15.50 :94732 $ 18.60 i : Remove and Backfill Existing 􀁾􀁊􀀶􀀴􀀴􀀠$ 41.85 94732
$ 18.60 :94756 $ 20.93 '65119 $ 27.90 :94841 $ 21.70 194837 $ 20.15 94839 $ 19.38 ,94840 $ 26.35 193838 $ 19.38 1 APPX HRS. $ 1 $ 4 $ 41.85 4 $ 3 $ 74.40 2 $ 5 $ 37.20 2 $ 5 $ 55.80
5 $ 1 $ 100.75 1.5 $ 1 $ 39.53 35 $ $ $ TOTAL . 62.00 125.55 104.65 108.50 19.38 19.38 Work Description: PageS 
Subcontractor SUBCONTRACT Arapho Road P-II! PCO#: 37 AW-204059 ITEM OF WORK: PotHole for S" Gate Valve and Remove Abandoned 8" Waterline SUBCONTRACT UNIT EST. QTY. UNIT PRICE TOTAL I
Dumpster Load (20%) LD 1 $ 50.00 S 50.00 . $ $ --SUBTOTAL SUBCONTRACTOR COST COMPENSATION (SUBTOTAL SUB COST AT 15%) TOTAL SUBCONTRACTOR COST $ S $ 50.00 7.50 57.50 TOTAL COST OF ADDED
ITEM UNIT PRICE (TOTAL COST DIVIDED BY EST. QTY.) $ Page 5 
I Tho 􀁉􀁉􀁉􀁉􀁔􀁉􀁉􀁾􀀢􀀢􀀠15150 Surveyor Bwd. Telephone (912) 361'0064 Engineers Archtttu;ts Planners Addison TX. 75001 F,cslmlle (972) 361-0065 www.hntb.comj HNTS Job '* 25768· Arapaho
􀁾• Ph...JIl VIA Hand delivered To: Steve ChutchianLetter of Town ofAddioon MNTBTransmittal P.O. Bex9010 16801 Westgrove Drive Addison, TX 75001 Payment Re<juifltion fur the Month of
Ma«:h w. _I.r..,lfnq to you: -1L-Estlmates Pfans Prints Reports Shop Drawings Samples Change Order Disk Copy of Letter Book Other \I of Copies Drawing \I Last Dated Code Description
· 1 I3125/05 • ConStruction Invoiceforlb. Mon1h of Man;b · ! • I I I Then .... tr_mlttod: For approval 􀁾F'or your use Re!urn Corrected prints As requested Resubmit CopJes for revJew
SubmIt p",_ nat.. Please return two (2) Signed cop!" for diJtributiOll &#!d-Copies lor dIstribution ror Revfew & comment No exception taken Amend and resubmit Make corrections note<:!
" 
IIM1'B COfPINatloa 15150 Surveyor Blvd. Telephone (972) 361 􀁾􀀠0064 The HNTB Companies Addison, TX 75001 , ...Imll< (972) 361 "0065 En9ineers Ard1!tects. Planners www.hntb.com Mr. Ben
Withered Project Manager HNTB Archer Western Contractors, Ltd. 2121 Avenue "r Suite 103 Arlington, TX 76006 Re; Bridge Haunch Construction June 1,2005 Dear Ben: During our constructability
meeting at the Town of Addison on May 2'J'h, it was discuss that Archer Western has proposed to follow the new update TXDOT deck details for the construction of the bridge haunches.
After review of this details by the Bridge design, they have accepted the alternate procedure of construction following the TXDOT; June 2004 update of the PCP drawings and details for
the bridge haunches. Note that the 1-I/2"min. panel overhang beyond the bedding material is critical to ensure that the CIP concrete supports the panels. Ifadequate concrete is not cast
under these panels. cracking in the deck may occur. See attached copies of the TXDOT PCP sheets. sheets. n..>J 􀁪􀁄􀁾􀀠Guyvan;;kn HNTB Corporation Cc: File Steve Chutchian, Town ofAddison
Jerry D. Holder, HNTB Corporation Cliff Hall. DRS Corporation 
URS May 19, 2005 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho Road Bridge at Midway Road Installation and Tensioning Procedures
Structural Strand Assemhlies Dear Mr. Chutchian: . We have recently received the "Installation and Tensioning Procedures Structural Strand Assemblies" and have performed a cursory review.
We are returning this submittal as "Rejected". It should be noted that this stressing plan has not been coordinated with the Contractor's erection methods that have been previously discussed.
In addition, the procedure has not been signed and sealed by a licensed professional engineer in the State ofTexas. As advised earlier, the Contractor is to provide a detailed erection
sequence plan for the arch span and hanger stressing as a requirement of the construction plans and specifications: This erection sequence must be coordinated with and consistent with
the "Installation and Tensioning Procedures" and these procedures must consider the influence of the erection sequence, loads and details. We do not believe what was submitted by the
Contractor is adequate for this deliverable. It is critical to the successful construction of the arch that the Contractor prepare this detailed erection sequence for approval before
erection of the arch commences. Sincerely, CliffR. Hall, P.E. Vice President Project Manager URS Corporation Graystone centre 3010 LSJ Freeway, Suite 1300 Dallas, TX 75234 Te!: 972.406.6950
Fax: 972.406.6951 
May 23. 2005 Letter: HNTB-45 HNTB 5910 W Plano ParkWay Suite 200 Plano. Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III Project No. 04-22 Location of
Stinger Access Hole Dear Guy: On Friday May 20. 2005, Archer Westem set the stinger on north side of bent 9. We discovered that the Stinger Access Hole wi!! be approximately 4" into
the span 8 bridge deck concrete. The installation and location of the access holes was detarmined by HNTB, Town of Addison and King Fabrication. Archer Westem was told that modification
to the stinger where being discussed between HNTB and King Fabncation. A shop drawing was submitted by King Fabrication and was approved by HNTB. but Archer Westem was not given any
requirements for these modifications. Archer Westem will be pouring the concrete on Span 7 & 6 on Friday May 27, 2005. Please provide Archer Western a solution as early as possible,
as not to delay the project schedule. If you require additional information, please contact Andrew at our field office. XC: Andrew Schneemann Don Good File 
IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase 111 RFI # __-,,6"'-.6__ Date: May 23, 2005 Western received a response to RFI 69 -Arch and Stinger bolt Torque Requirements, the requested
a method of securing the bolts of the Archer Western proposes to tack weld the end of the bolt to the nut and spray the weld with cold galvanizing spray. approve this method as soon
as posslble. Page 1 
IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III RFI # 85 Date : May 5,2005 Western can not find a detail sheet, in the contiact plans for the Bridge Approach Slab. Provide the bridge approach slab detail as soon as possible. Page 1 
--------Conduit Layout per Plans South T-4 Rail South Edge of Decking North T-4 Rail North Edgo of Decking Condo Circuil Pg.# Descriplion Condo Circuil Pg.# Description Cond. Circuit
Pg.# Description Condo CircUit Po.# DeSCription 314" Pvc .􀁅􀀦􀁾􀀠.•.. '. :lS!;. 􀀻􀀺􀀮􀁒􀁾􀁾􀁐􀁜􀁾􀁾􀁾􀁾􀀮􀀠:314" RMC 0 335 A·2 Fixtures 314"PVC G 335 .. E,1&A.1 Fixture 314"RMC C&D
339 C·l Drivers 3/4" .pvc: E:' 343';, 􀁾􀀮􀁩􀂷􀀻􀁨􀁾􀀮􀂷􀁾􀀧􀀺􀁩􀀶􀁅􀀮􀁫􀁮􀀠314"RMC E&F 339 C-2Rxtures 314"PVC H&J 335 Receptacles 3WRMO Output 339 C·j OUlpul • 􀁾􀀱􀀴􀂷􀁒􀁍􀁱􀂷􀀠. B
341 B Fixtures 314"PVC D .343 ,F.5.·F.19,G,c7,8,9· 3/4"RMC A 341 B Fixtures ,,;:, '-'I' ,', ,: , ' , ' , ,'" , , , •. 􀁾􀀱􀀴􀀺􀁾􀁒􀁍􀁃􀀠B Control 341 B Fixture Cnlt1 314"PVC" C .· ..
343 F·1·F·3; G'f:6 3/4"RMC .B Conlrol 341 B FixtureCntri 􀁩􀀴􀀧􀁒􀁾􀁃􀀧􀀠Outplit C-2 Fixt. Output339 Total CoridiJi!"-::::·'.2 . . I·· Total Conduits: 5 Total Conduits: 4 Total Conduits:
4 .;;' 
ARCHER WESTERN CONTRACTORS, L TO. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 840-3898 FAX: (817) 640-8734 SUBMITTAL Date: April 26. 2005 Submittal # :1..1___..:6:..;1;.;,1___....1
New Submittal: X To: HNTB I Town ofAddison Re..submittal : 16801 Westgrove Addison, Texas 75001·9010 Project: Arapaho Road Phase III ANJ# 204059 (972) 451)..2886 Engineer: HNTB Attn:
Guy Van,Boulen Submittal Specification Reference: 2x2 Plaque Description of Submitted Item: 2 x 2 Plaque Manufacturer/Sub/Supplier: Southwell Company Related Section /Drawings: Additional
Comments: Contractor's Certification "Having Checked this submiSSion, we certify that IT conforms to the requirements of the Contract in all respects, except as otherwise indicated."
Sign: Asst. Project Manager Reviewed by: Andrew Schneemann Date: April 26. 2005 Copy: File 
r.J o o 24" 􀀱􀁉􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀁴􀀺􀀠{no oorreotiDlfsJ IIi as noted resubmit date: CUSTOMER: ARCHER WESTERN CONTRACTORB. LTD. 2121 AVENUE J. SUITE 1011 ARLINGTON. TX70006 SHIP TO: ARCHER
WESTERN CONJ1(ACIQRp LTO. 1510 SURVEyOR ADDISON. TX 75001 AnN: ANDREW 5CHNEEMANN CAS'T BRONZE PLAQUE 2.4" W X 24" H ARAPAHO ROAD PHASE III October 2005 City Council R. Scott Wheeler,
Mayor Tom Braun Glynda Turner Jimmy Niemann Joe Chow Fredric M. Silver Gregory S. Hirsh Ron Whitehead, City Manager Director of Public Works /City Engineer Mike Murphy, P.E. Construction
Manager HNTB Corp. Designer Roadway-HNTB Corp. Bridge-URS Corp. General Contractor Archer Western Contractors, LTD. \'ilUR IJRIlER WILL BE PRODUCED Fl10M THE ARTWORl\ YQU SEE HERE. IF
YOIj APPI10VE THIS AATWORK AND IT CONTAINS ERRORS. YOU WILL BE HELD RN#lCIAllY 􀁒􀁅􀁓􀁐􀁯􀀮􀁾􀁓􀁉􀁂􀁌􀀡􀀠FOR iii! WORK WE 00. PLEASE CAAEFULLY CHECK THAT All IS CORRECT REGARDING SPELLING,
DESIGN. COLOR AND 81YOll ARI! "11 E(liNn 􀁐􀁒􀁏􀁏􀁆􀀧􀁬􀁕􀁬􀁁􀁉􀁉􀁾􀁮􀀠8 OXIDIZED TEXTURE OOfWER AND __ " ,::»,,* SAriN FINISH QUOTE: 􀁾􀁯􀀺􀁾􀀽􀀽􀀽􀀠FILE NAME: 04·461.19.CDR JOB #...!
DATE PLEASE SPECIFY M()IINTINt:l ATTAr.f.4MFNT!,1 
...... eoc... UIIl 15150 Surveyor Blvd. 􀁔􀁥􀁾􀁰􀁨􀁯􀁮􀁥􀀠(972) 361-0064 The tiNTS Companies Addison. TX 75001 Fa.,lmll. (972) 361-0065 Engineers Arthltet;:ts Planners www.hntb.com Archer
Western Contractors. Ltd. 2121 Avenue"J" HNTBSuite 103 Arlington, TX 76006 Request for Information Response May 23. 2005 Originator. Andrew Scheermann RFI Number: "K'" Subject: Location
of the North Two-Grate inlets at the ends ofthe Bridge Request: Archer Western has discovered base on the provide coordinates that the two grate inlet back of the inside wall will be
approximately 2 ft from the face of the T-4 Railing. The question was asked ifthis location would be acceptable, since the water running offthe bridge would be able to flow by the inlet
and in the wheel path of traveling vehicles. Response!Action Taken: In the field, Archer Western was directed to move the inlet up against the T -4 Rail. to prevent the grating from
being in the vehicle wheel path and to allow the storm water runoff to be collected. Attached please fmd a sketch showing the location of the two-grate inlet and the adjacent T -4RaiI
showing to re"erse the 'V' rebar to avoid conflict with the inlet 􀁬􀁊􀁢􀁾􀀠By: GUY7. Baulen. EIT HNTB Corporation Date: May 23. 2005 Cc: File Steve Chutchian. Town ofAddison Jerry D.
Holder. HNTB Corporation 
Made by Date 5"-ZtJ-05GI/6 Job NU2'57t..);􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀀠Checked by DateTbe HHTB Com/uHllrs Sheet Number Backchecked by DateFor Z-GiA-T£. INL.£r NDR.nJS}t.>€ SK-z,.. .. 4' . II l
• 1,.􀁾􀀠􀁾, r -., " ,,;..' , . , -, • ..... • ..:l A r<E..vEt<.Sf!.. V(tiS) 􀁁􀁔􀁾􀀩􀁏􀁬􀀯􀁚􀀺􀀧􀁍􀁁􀁪􀀮􀀮􀀮􀀠TO ;t.VOJ[> THE.. TWO. <!I/e.J4.,T£ INt.fi.r; 􀀮􀀭􀀭􀁾􀀭􀀮􀀭􀀮􀀭􀀭..􀀭􀀭􀀫􀀭􀀢􀀻􀀭􀀭􀀬􀀭
􀀭􀀮􀀮􀀮􀀮􀀻􀀭􀁾􀀬􀀭..􀀭􀁾􀀭-..... •... -'--";-""c .--._..•._ . •.•.-----.... -..• --. ·••4.··--C--. T-e:: 􀁔􀁬􀁬􀁉􀁣􀁫􀁨􀁾􀀺􀁓􀀠oF: FI!!.AME t?F=.. rhe... 2. -9R.A-'E INLeT se.E.. _NOr£SC!II/__._
􀁓􀀬􀁦􀀱􀁊􀁩􀁾􀁔􀀠.S.h,J.:: 28... G􀁾􀀮􀁟.... : .... fAILE-I. 􀁋􀂣􀁴􀀺􀂥􀁕􀀯􀁾􀁅􀁍􀀮􀁥􀀬􀁶􀁲􀁳􀀠__..􀁾􀀠
..,..Cot,. UN 15150 SOrveyor 81vd. T.I.phon. (972) 361 •0064 The: HNTS eof'nl'.'nles Addison. T.X 15001 F.csImB. (97Z) 361 • 0065 Ell9inHrs Architects Planners www.hntb.com Archer Western
Contractors. Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response May 23. 2005 Originator: Andrew Scheennann RFI Number: R-A W067 subject: Additional
Hangers in U54 Beams Request: Please review sheet 310 the TxDot UBA detail sheet Archer Western has discovered the need to add additional hangers to support the overhang brackets on
beam 1 for spans 1 to 14. due to the large overhang. We would weld a #4 rebar longitudinally to the 'R' bars. Then weld the additional hangers to the longitudinal #4 bar or 'R' bar.
Please approve this procedure at your earliest convenience. Response/Action Taken: To response to your request to perfonn the procedure above. a question is proposed to Archer Western.
Has Archer Wl:stern changed their formwork to accommodate the large overhang and should this RFI be withdrawal? ll6LBy: 􀁤􀁉􀁬􀁙􀁾􀁂􀁡􀁵􀁬􀁥􀁮􀀬BIT HNTB Corporation Date: May 23. 2005
Cc: File Steve Chutchian. Town of Addison Jerry D. Holder. HNTB Corporation 
IIIfT8 Cot,.. Ih. 15150 Surveyor Blvd. 􀁔􀁥􀁪􀁥􀁰􀀢􀁯􀁮􀁾􀀠(972) 361-0064 The HNTB Companies Addison, TX 75001 Fa",lmll. (91Zl 361-0065 Englneets Architects Planners www..hntb.eom Archer
Western Contractoo;, Ltd. 2121 Avenue"r HNTBSuite 103 Arlington. TX 76006 Request for Information Response May23,2005 Originator: Andrew Scheennann RFI Nmnber: R-AW069 Subject: Arch
and Stringer Bolt Torque Requirements Request Please provide the bolt torque requirements for the Arch and Stringer Bolts ResponselAction Taken: The Anchor bolts do not need to be torqued.
They should be installed to a snug tight condition. The arch bolts used a double hex nut to prevent the nuts form coming loose, but the stringer doesn't have two nuts. It is requested
that Archer Western provide a type of nylon Insert stop nut, lock nut or an other alternate means ofpreventing the loosening of the arch or bolt nut due to vibration. By: Date: May 23,
2005 Cc: File Steve Chutchian, Town ofAddison Jerry D. Holder, HNTB COIporation ClifIHaII. URS C
OIporation HIITIt CoUpa 'h. 15150 Surveyor Blvd. Telephone (972) 361 • 0064 The HNra COmpanfe$ Addison. rx 15001 FacsImile (972) 361 􀁾􀀠0065 Engineers: Architects Planners www.hntb.C()m
Archer Western Contractors. Ltd. 2121 Avenue"f HNTBSuite 103 Arlington. TX 76006 Request for Information Response May 19,2005 Originator: Andrew Scheermann RFINmnber: R-AW079 Subject:
Bridge Blister Width Request: The width of the slab blister on Sheet 285 is 1'-3 "". The pedestrian rail details on sheet 301 show the rail widening at the slab blister to be 1'_0".
Per previous conversions and e-mails. the dimension of 1'-0" on Sheet 301 shonld be 1'-3 W. Is this correct? Response/Action Taken: This to confIrm the previous conversions and e-mails.
that the post dimension as 1'_0" on sheet 301 is not correct. The rail widening elevation atslab blister shonld be 1'-3,,". an Baulen. BIT Date: May 19, 2005 HNTB Corporation By: Cc:
File Steve Chutchian, Town of Addison Jerry D. Holder. HNTB Corporation CliffHall. DRS Corporation 
IIICTB CWpo; '1... 15'150 SUrveyor Sf\rd. Telephone (972) 361-0064 The HNTB CompanIes Addison. TX 15001 f"aC$lmlle (91Z} 361 -0065 Engineers Architects P/anMf.s www.t.ntb.com Archer
Western Contractors, Ltd. 2121 Avenue "j HNTBSuite 103 Arlington, TX 76006 Request for Information Response May 19,2005 Originator:: Andrew Scheennann RFINumber: R-AW057 Subject: Relocation
ofUtiJity Sleeves Request: Archer Western has found many conflicts with the plan locations of the electrical and Irrigation sleeves. Archer Western proposes to relocate the irrigation
and electrical sleeve to miss obstructions. We will keep the new location as dose to the original as possible and will reflect the new locations on the project as-builts. Is this acceptable?
Response!Action Taken: In response to the statement of many conflict and obstruction, we are requesting Archer Western to indicate any oonfIict prior to construction that may cause the
work to be outside the scope or intent of the contract drawing. The proposal of relocating relocating the utility sleeves for the electrical and/or Irrigation system is acceptable to
avoid any minor conflict with existing conditions and future work. It's Archer Western responsibility to maintain the integrity ofthe designed utility systems and follow the city standards
for the indication of sleeves under pavement as well as the oontract requirements. By: HNTB Corporation Date: May 19,2005 Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB
Corporation 􀁇􀀧􀁙􀁾􀁂􀀺􀀮􀀮􀀮􀁦􀀲􀁾􀀠
I lTB-=--1H 15150 Surveyor Blvd. Tel."ho,.,. (972) 361-0064 ler$ Archltect$ Planner$. Addison TX, 75001 F.cslmlle (9711) 36Hl065 www.hntb.com I HNTB Job # 25768-Anapaha Road. pw...m
VIA HandDeliv<,ad-I2:45pm Date: May 19, 200s t Tc:: Ben WitheradLetter of Arch",Wesfml eon_,s,Ltd.! Transmittal =--NTB ZI2IA_...,.J, Suite 103j ArRogl<m, 1X 76006.j , , ! 􀀻􀁾􀀠,r w...._In9to_
Estimates Plans Prints Reports X Shop Drawings Samples Change Order Dis. Copy of Letter Book Other # of Copies Drawing # Las! Dated Code Description 3 Submittal 162.1 5/11/05 IDstalJation
and Suming Pro<edure far Steel Sroctural HEIIlFs • CBSl T..... ere transmitted:: For approval As requested Copies for distribution X For your use Resubmit For Review & comment Return
Copies for review No exception taken Corrected prints Submit 􀁾Amend and resubmit Make corrections noted 􀀭􀀧􀀭􀀢􀁾􀀭􀀢􀁾􀀲􀁲􀀶􀁾􀀠 By: GuyVanBaulen,ElT Copy to: File Daniel J. flier,
HNTB Corporation 
l May 18, 2005 t i HNTB I 5910 W Plano Parkway i Suite 200 f Plano, Texas 75093 j Attn: Mr. Guy Van-Baulen I f RE: Town of Addison; Arapa ho Road Phase IIIi Project No. 04-22 Revised
Grate Inlet Detail r i Dear Guy: i Letter: HNTB -44 Archer Western received a revised grate inlel sketch for Ihe 2 grate inlet al MSE wall #2 from HNTB on May 16, 2005, attached. Archer
Western has reviewed the sketch and has the following comments/questions: • The modifications to the precast coping reinforcing need to be reviewed and approved by a Professional Engineer.
• The top row of MSE wall reinforcing straps starts approximately 1'-3" below the top of paving. Please provide a detail to route straps. • What details are to be used for inlets adjacent
to Retaining wall 1 and 3? Please provide this information as soon as possible. If you require additional information, please contact Andrew at our field office. A/Sen Withered \'" Project
Manager XC: Andrew Schneemann Don Good File , ':: \ " (' . /1" . \ '" v 11 
Made by GIJe;, ) I. "'ii=J Checked by f8 CClmptutl#i _ -{;, 􀁾􀁊􀀬􀀮􀁔􀁥􀀠IN\..E' M" MSE" Z. I MIN, De.?nJ #(g tB /0 II0,C, To BE BEND DO\JN INTo TI1£ elF' 􀁗􀁾􀀠, • • '. '" '. , Po
" Sheet Number 􀁾􀀱􀀭􀀴􀀠t___ .r-----<', , I I I I I I I 􀀬􀁾􀀠Backchecked by I'-&:1 JJ .4 ,4, • ... Date 5-/11-4; Job Number '257("8Date Date j I;: z' "I-Ct>􀁾􀀠􀁾􀀠J>. Fofl r}' It-Il..Er
,4, .d RAILcONe. PP,E C.A$T 􀁴􀁯􀀧􀁦􀀧􀁩􀁎􀁾􀀠M5E. PANE!... Yz. E)(.P. JT f\"IA1"ERiAl
! May 18, 2005 ill 􀁀􀁾􀁇􀁾􀁻􀁧I) MAY 19 2.005 \-I"'1'S 􀁃􀁏􀁒􀁐􀁔􀁏􀁾􀀬􀁴􀁚􀁾􀁏􀁎CALLAS. /HNTB 5910 W Plano Parkway i Suite 200 i Plano, Texas 75093 ! ; Attn: Mr. Guy Van-Baulen :f
! RE: Town of Addison i , Arapaho Road Phase III Project No. 04-22 HNTB Letter concerning MSE Wall #2 Dear Guy: Letter: HNTB -43 Archer Western received your letter dated May 11, 2005,
concerning the MSE Wall #2. Archer Western acknowledges that the western most step of MSE #2 was detailed on the shop drawings incorrectly and will be revised. In regards to the wall
extension, Please provide a revised plan sheet which shows the wall revisions and any drainage revisions required. Archer Western has provided as-built elevations in this area as requested
by your office. The letter states that the work will be compensated under contract bid item 143 -Furnish and Place MSE Retaining Wall TxDOT Item 423. In accordance with the contract,
this bid item is to compensate Archer Western for direct costs but does not compensate for remobilization and lost production. Archer Western will await detailed direction from HNTB
and Town of Addison on the work required at the West end of MSE Wall #2. Please provide this information as soon as possible as to not delay the work, as we are currently preparing the
roadway for concrete paving in this area. If you require additional information, please contact Andrew at our field office. A_---for 􀁓􀁣􀀮􀀮􀁾􀁩􀀢􀁉􀀧􀁲􀀢􀁾􀁾􀁁􀁊􀀮􀀧􀁲􀀢􀀱􀀠XC: Andrew
Schneemann Don Good File \ /J I 
I 15150 Surveyor Blvd. Telephone (912) 361 • 0064I lit!s Addison. TX 75001 facsimire (SI72) 361 «0065J ects Pl4nners www.hntb.com I j ,I ! j " i J !, ;i I , , f/l J ,! i ithered .anager
Nestern Contractors. Ltd. venue) HNTB .03 .gton. 'IX 76006 . Bridge Haunch Construction .1ay27.200S Dear Ben: For Several weeks. I have been talking with Archer Western about the construction
of the bridge deck. In particular. the construction of the Bridge deck haunch over the U54-Beams. This standard requirement can be found in the contract drawing on sheet BS-ll. page
319. I had received three detail sheets and a copy ofa letter from TXDOT to Archer Western on the methods of construction for haunches on other TXDOT contracts in which you plan to utilize
on this contract. This information was forwarded to URS Corp. for review of intent of constructing of the bridge haunches. On May 24,h, I received an e-mail from the Bridge designer
rejecting this construction method that Archer Western has proposed and is performing in the field. This e-mail was than given to Archer Western Superintendent There are presently conflicts
in the method of construction and the details provided in the contract plans for the haunch. The dimension between the pre-stress concrete deck panels and U -beam which are greater than
1-112"and being supported by 2n thick extruded polystyrene. This is an alternate method which has not been submitted for approval by the engineer of bridge design. Secondly. this height
between the pre-stress deck panels and the U-beam has reached up to 4 inches. requiring the installation ofadditional rebar at each Bar R in the U-beam and withio the haunch. This additional
rehar has not been submitted for review of size & quantity to the bridge engineer of approval. Until a proper construction design change proposal for the haunch is submitted by Archer
Western and reviewed and approved by the Bridge Designer. The placement of the concrete deck for spans 7, 8, 10 thru 14 can not be placed. Any delay encounter to satisfy the Bridge Design
Engineer concept of the bridge haunch due to Archer Western alternative construction method will not be recognized by the Town of Addison. Tbak)/. 􀁤􀀮􀁢􀁾􀀠Guy Van Baul';;1 ANTB Corporation
Cc: File Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation CliffHall, URS Corporation 
Weekly Meeting Agenda Date: Tuesday June 7, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues I. Maintain traffic control at Midway Road. 2. Traffic
at Surveyor. II. Submittals III. Old Business 1. AlW received revised blow off details from HNTB on 3/9/05. We are pricing and proceeding with this revised detail. AlW is also preceding
with the pricing and installation of the 3" Air Release Valve per HNTB direction. After discussions with DWU Field Personnel, the 3" air release will not be required and the 10" flanged
opening will be blind flanged and grouted. AiW will Issue RFI to confirm, AiW needs direction from HNTB and Towns of Addison on where to locate the 10" air release equipment. AiW still
has not received a revised plan sheet to where the 10" air release valve is to be located or that reflects the changes to the valve orientation. Guy will call eassy at DWU 4-26-05. Stillllave
not received revised plan sheets. 5-03-05,5-11,5-18,5-24,6-1,6-7. 2. AlW still has concerns about the roadway grades at the rail road crossings. AiW plans on installing per the latest
plan sheet. HNTB requests asbuilt elevations. Given to HNTB on 5-18-05. DGNO has been working on the tracks and all elevations have changed. HNTB lias taken grade shots on the rails
and are working on revised plan sheets.6-1. AiW lias stopped all work in tltis area awaiting these plan slteets as of5-26-05. 3. Dirt Grades at R.W. # 3 will need to be revised due to
the shortening of the wall length Guy said lIe is working on it. 5-24-05. Nothing yet 6-7-05. 4. Irrigation line at Charter needs to be caped. AiW will cap tllis week.6-1-05. 5. There
are still several piles ofRR ties, in site grading areas, at the brickyard that need to be removed. DGNO will remove witllin a month.5-24-05 
HNTB stated tflat DGNO will start on tlte crossings soon and will remove at this time. IV. Change Orders I. Ben would like to schedule meeting with Addison and HNTB to discuss Paint
Pricing. Jenny will set up a meeting. Meeting was held Wed. 4-13-05. Archer Western is waiting on a response from URS and Jerry Holder. Ben said this is becoming a critical matter due
to the primer spec. changing. Jenny said she will contact today. 4-26-05. NW received a letter from HNBTB on 4-29-1)" Another meeting is being schedule;:' Tile painting system has been
' • .:Ided on andAIW will submit :Jricing and proceeding. Waiting on Ben 6-1-05/.-1-05. V. New 􀁂􀁬􀁬􀀧􀀻􀀺􀀺􀀺􀁾􀁯􀁳􀀠1. HNTB requests that R. W. #2 be extended to the limits ofthe
T-4 rail. NW has taken field measurements and elevation shots. Texas Welded Wire will be contacted to start the drawings. NW does request a letter directing us on the extending ofthe
wall. 5-3-05 NW has not received a letter yet. 5-11-05. NW received a letter from HNTB on 5-11-05. Additional information is needed ASAP. NW requests additional information on the Rep
and Inlet as well as removal of existing inlet. This work is scheduled for this week. 5-24-05 AIWhas received revised drawingsJrom HNTB. The work on tI,e wall is completed. V. Misc.
I. The DWU manholes are too high; we have contacted DWU and are working on a solution. 2. Dave Wilde requests that weep hole be placed in the grouted riprap at the DWU flume, due to
excessive ground water. VI. Schedule 1 Review Weekly Schedule 
61712005 ..􀁾􀀮ARAPAHO ROAD '.--.. "...-.-_....-CUrrent Week Next Week Activity Description Prod M T W T F SIS M TW T F 6 7 8 9 10 11 13 14 15 16 17 Dirt and Utilities Excavate/Embank
Brickyard Waiting on grade changes Ctean & Patch Unes A & B Ix X X xix X Flex Base East WaiUn on grade chan es Flex Base West X X X X X X Blue Top Flex Base X X X X X X Site Grading
Under Bridge X X X X X X X X X X X Clean 66" RCP (Ill Brick Yard X X X X X X BridgeWork Decks /OverhanQ$lSEJ-s X X X X X X X X X X X Deck Rebar X X X X X X X X X X X Place Decks X Set
North Arch Set Beam Shore Towers Set Beams Span 9 Splice Beams Span 9 Diaphrams Span 9 T4Raii X X X X X X X X X X X Paving SUN Box Cro5sina Replacement X X X X X X Pave SUIYevor to East
X X X X Retaining Walls Level Pad I Coping X X X X X X X X X X X Miscellaneous Inlets X X RioRaD/Pilot Channel at 10x6 X X X X X X X X X Surveyor Crossing 􀀬􀁾􀁾􀁩􀁴􀁣􀁨􀀠Traffic as
needed---...---....---......--L.... ___ --L.. ._-L.. ,-,-L-'L-LSIS M 18 20 X X X X X X X X X X X L Following Week T W T F SIS 21 22 23 24 25 X X X X X X X X X X X X X X X X X X X X X
X X X X X 􀁾􀀠--􀁾..;:.+J__________ 5 
Weekly Meeting Agenda Date: Tuesday June 7, 2005 Arapaho Road Phase III Time 10:00 A.M. Loeation: Field Office I. Safety Issues 1. Maintain traffie control at Midway Road. 2. Traffic
at Surveyor. II. Submittals III. Old Business 1. A/W received revised blow off details from HNTB on 3/9105. We are pricing and proceedii:::; with this revised detail. AlW is also preceding
with the pricing and installation of the 3" Air Reka2C Vf!lve per HNTB direction. After discussions with DWT: Rield Personnel, the 3" air release will not be required and the 10" flanged
opening will be blind tlanged :!nd grouted. AJW will Issue RFI to confinn. AlW needs direction from HNTB and Towns of Addison on where to locate the 10" air release equipment. AlW still
has not received a revised plan sheet to where the 10" air release valve is to be located or that reflects the changes to the valve orientation. Guy will call Cassy at DWU 4-26-05. Stili
have not received revised plan sheets. 5-03-05,5-11,5-18,5-24,6-1,6-7. 2. AJW still has concerns about the roadway grades at the rail road crossings. AlW plans on installing per the
latest plan sheet. HNTB requests asbuilt elevations. Given to HNTB on 5-18-05. DGNO has been working on the tracks and all elevations have changed. HNTB lias taken grade shots on tile
rails and are working on revised pian slleets.6-1. AIWlias stopped aii work in this area awaiting these pian sheets as of5-26-05. 3. Dirt Grades at R. W. # 3 will need to be revised
due to the shortening of the wall length Guy said he is working on it. 5-24-05. Not/zing yet 6-7-05. 4. Irrigation line at Charter needs to be caped. AIW will cap tilis week.6-1-05.
5. There are still several piles ofRR ties, in site grading areas, at the brickyard that need to be removed. DGNO wili remove Wi/lzill a montll.5-24-05 
HNTB stated that DGNO will start on the crossings soon and will remove at this time. IV. Change Orders 1. Ben would like to schedule meeting with Addison and HNTB to discuss Paint Pricing.
Jenny will set up a meeting. Meeting was held Wed. 4-13-05. Archer Western is waiting on a response from URS and Jerry Holder. Ben said this is becoming a critical matter due to the
primer spec. changing. Jenny said she will contact today. 4-26-05. NW received a letter from HNBTB on 4-29-05. Another meeting is being scheduled. The painting system has been decided
on andA/Wwill submit pricing and proceeding. Waiting Ofl Bell 6-1-05,6-7-05. V. New Business l. HNTB requests that R. W. #2 be extended to the limits ofthe T -4 rail. NW has taken field
measurements and elevation shots. Texas Welded Wire will be contacted to start the drawings. NW does request a letter directing us on the extending ofthe wall. 5-3-05 NW has not received
a letter yet. 5-11-05. NW received a letter from HNTB on 5-11-05. Additional information is needed ASAP. NW requests additional information on the Rep and Inlet as well as removal ofexisting
inlet. This work is scheduled for this week. 5-24-05 A/Whas received revised drawings from HNTB. The work on the wall is completed. V. Misc. 1. The D WU manholes are too high; we have
contacted DWU and are working on a solution. 2. Dave Wilde requests that weep hole be placed in the grouted riprap at the DWU flume, due to excessive ground water. VI. Schedule I Review
Weekly Schedule 
6f712005 ,-"·4ARAPAHO ROAD 􀁾•.Current Week M T W T F SIS MActivIty Description Prod 6 7 8 9 10 11 13 Dirt and Utiliti •• Excavale/Embank Brickvard Waifino on orade chanaes Clean 1\
Palch Lines A & B Ix X X xix X F!ex Base Ei.ast Waitin on grade chan es Flex Base West X X X X X X Blue Top Flex Base X X X X X X Site Grading Under Brid_ge X X X X X X X Clean 66" Rep
@Brick Yard X X X X X X BridgeWork Decks /OverhangslSEJ's X X X X X X X Deck Rebar X X X X X X X Place Decks Set North Arch Set Beam Shore Towers Sel Beams Span 9 Splice Beams Span 9
Diaphrams Span 9 T4 Rail X X X X X X X Paving Surv Box Crossin Re lacement X X Pave Surveyor lo East Retaining WaUs Level Pad I Coping X X X X X X X Miscellaneous Inlets X X RipRap/Pilol
Channel 0110x6 X X X X X Surveyor Crossing S\vitch Traffic as needed Next Week T W T F SIS M 14 15 16 17 18 20 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X Following Week T W T F SIS 21 22 23 24 25 X X X X X X X X X X X X X X X X X X X X X X X X X X --, .. --,--SUBS/NOTES 
ARAPAHO ROAD PHASE III FUNDING UPDATE Updated March 22, 2005 Project Balances as ofDecember 31, 2004 Comments Fund 41 -Street Capital Project Fund $ 1,247,842 Fund 46 -2000 Capital Project
Fund Fund 44 -2002 Capital Project Fund 803,744 Fund 47 -2004 Capital Project Fund Total Project Balances Project Requirements "s of December 31, 2004 Under Conlract: AroherWestem Conlractors
Ltd. $ 12,028,332 Por 12120104 Invoice -Original conlract was $16,702,578,42 plus $8,509.00 change order. HNTB Design Conlract 56,381 Por 10115104 Invoice -Not received and paid until
February 2005. HNTB Construction Inspection Conlract 310.310 Per 01128105 Invoice -Invoice was for $124,376.16 going back to 011231021!1 HNTB Landscape Arohitecture Conlract 4,365 Per
04109104 Invoice -Remaining of ortginal $87,291 contract. HNTB Shop Drawing Conlract 55,964 U Contract approved by Council in August 2004. URS Bndge Shop Drawing Conlract 20,668 •• Contract
for $24,900 approved by staff. 12,476,020 Additional Work Authorized: Archer Western Change Orders #2 & 3 160,750 TXU Electric Utility Relocation 282,950 sse Utility Relocation 39,000
Farmers Branch Water Une Relocation 107,410 "Increased by $18,690 due to unexpected increase in material cost. 590,110 Additional Worl< Identified: ArcherWestem Incentive Payment 200,000-¥)iW
Future Archer Western Change Orders 250,000 HNTB Additional Construction Inspection 149,000 ''This amount raduced from $269k. DGNO Railroad Crossing 1,300,000 Lagal fees Assodaled with
Conlesled ROW 30,000 1,929,000 Total Project Requirement $ 14,995,130 Project Balance $ (952,920) Potential Resources: South Quorum/Inwood Road Parl< 518,260 BeftHne Resurfacing Savings
Future Interest Earnings 2006 Bond Sale -Arapeho Rd. Tollway Intersection 200,000 50,000 i" 750,000 e ..,M. ConservaUve estimate, may approach $500k. 2006 Bond Sale -Belt Line SPUI 2,200,000
$3,718,260 Revised: 9:37 AM "" '9 'v" 1 jIIo. 'iCi'J;tIJO 
1000 􀀡􀁕􀁴􀁊􀁉􀁾􀁹􀀠Locates 10, 01 100: , I :􀀬􀀮􀁌􀁟􀁾􀀠􀀢􀁟􀁾􀀬􀀮􀀢􀁾..,.._____.___ 􀀮􀁾􀀮􀁟􀁾􀀮􀀬􀁟􀀮􀀠􀀬􀀮􀀬􀀢􀁴􀁈􀀢􀁾􀀢􀀠.,. ..,,---'-1020 IDelivery Beddin'g Malerial 8' 01 100:
, ! I I ---'10s;'-􀀭􀀭􀁾􀀶􀀰􀀠􀁗􀁾􀁴􀁥􀁲􀁩􀁩􀀻􀀻􀀮􀀭􀁓􀁨􀀻􀀻􀀻􀀧􀀻􀀧􀀻􀀧􀀻􀀠􀁔􀁾􀁴􀀭,,-r'" -8:---0]--,00.:-: : ! I : 1030 􀂷􀂷􀂷􀂷􀀭􀁬􀀶􀀰􀀧􀁖􀀻􀁉􀁾􀁾􀁍􀀭􀀻􀁴􀁥􀁮􀁡􀁬􀀠􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀺􀀭􀂷􀀧�
�􀁡􀀮􀀭􀀭􀁯:---"-1'001'-_. 􀁾􀀠􀀮􀁾􀀮􀀠,-_._«1-._-----_. .,., ..,-:i 􀁍􀁉􀀤􀁾􀀭􀀸􀁹􀁾􀁾􀀧􀀻"and Air release 􀁾􀀠1040 100:5 01 􀀡􀀭􀁾􀀺􀀺􀀺􀀠􀁍􀀺􀀻􀁾􀁨􀁾􀁉􀀻􀀭􀁯􀁾􀁩􀀻􀁾􀀻􀀻􀀧􀀢􀀠8'-''''01
laO'1050 􀁾􀀠! ' ____ j.1_"_,_",, '-.. " ".. 1010 I Pipe DerMlry 4, 01 100 1190 ip;••;';;;bi.􀁖􀁾􀁾􀀻􀀻􀁾􀁾􀁤􀁁􀁤􀁩􀀠􀀢􀀷􀁾􀀭􀀭􀀭􀀷􀁲􀀠' , ,,--ii􀁾􀀰􀀳􀀯􀀰􀀸􀁉􀀰􀀵􀀠: Fittings ,L ""__,_,__,
__ ,'___,,,'_ ,_ ,,",,'_ " ..__ ,_,...1._____ ..1170 iShutDown60Waterline I' 4' 4i 0103/101ll5' ,􀁾􀀠􀁾􀀬􀀮􀀠_. _.. ...__.__􀀢􀀮􀁾􀁟􀀮􀀮􀀠,_._.! _.._____ ....__L ' ..___....:..... 1200
!,Knock Hole fn Pipe @'18 In III 2, 2i 0031101115 ; ! 􀀮􀀬􀀮􀀬􀁾􀀠.., 􀀮􀁟􀁾􀁌__ "... --, ._.......!... 􀀮􀁾􀀭􀀮􀀠1210 Dewarer Pip. Un. 5', 0;0311010581 i .. -.--..􀀭􀀮􀀭􀀭􀀭􀀭􀁟􀀮􀁟􀁾􀁾􀀮􀀠__....___
0. 1180 !\lerify waterline shut dClWr1 2. 2 0'03110105 1230 !Excavate Existing Tie point #2 2: °i03/101ll5 1250 l'Excavate new Walel1ine to Joint 􀀴􀁾􀀭􀀭􀀭􀀴􀀺􀀢􀀠-0'03111105 85 i 􀀭􀀭􀀻􀀲􀀶􀀰􀁾􀀻􀀻
􀀻􀁾􀁾􀁩􀁩􀁾􀁧􀀭􀁰􀁩􀁰􀁥􀀠􀁀􀀭􀁮􀀻􀀻􀁩􀁾􀀭􀁐􀁔􀀠I""" "4'-4' -iiTii3il1ro5 i#l I ' 􀀭􀀭􀀭􀁾􀀢􀀭------------------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀬􀀮􀁾􀀭-..,. -􀀭􀀭􀀭􀁔􀀭􀀮􀀭􀁾􀀭􀀮􀀭􀀬􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀀬􀀭􀀭􀀭1270
,DiglLay/Bed 60 Bl to A4 ! 10, 10: 0103/11105 .......L." ...___.._____.. ___,___..,_,-, ...L, ...___\-_____ ." __ " __ c..,,, _". 1400 !lnstaliPadunderGarevalve , 121 12: 0,o3112105
__􀀮􀁟􀀮􀁯􀀮􀁟􀁾􀀠__..j 􀀮􀁟􀀮􀁟􀀮􀁟􀁾􀁟__ _ _ ___ ,,___􀁾􀁟􀁾􀀮􀁟􀁾􀀬__..􀁟􀁾􀀭􀀭􀀮􀀭􀀮􀀭􀁾􀀮􀀭..---._+_.___._!,..-,. ° 1310 IWeid B1 toM 12' 12: 0103/12105 I ! , 1290 􀁪􀁄􀁩􀁧􀁩􀁌􀁡􀁹􀁴􀁩􀁩􀁾􀁤􀀠60 B5 to B9 􀁾􀀭􀀭􀀭􀀻􀁯􀁩􀀠10:--"0 03l12ro5· , . __.t.. 1280 : Demo Existing Pipe @11e in PT #2 .".-.---....􀁾􀀠..
-...-..􀀭􀀭􀀭􀀮􀀭􀀭􀁾􀁾􀀭... 􀀢􀁾􀀭􀀭􀀢􀀠 1300 IOlg/LayIBed60Bl0&CS11 © Primavera Systems, Inc. IUtility Locot.. ' Delivery Bedding Malerial I 60 Watanlne Shutdown Test :60 Valve Material
l Mise: Bypass and Air release materal Precast Manholes Delivery Pipe Oellyery 03109105 _ Preassemble Va1ve and Adj Fittings 03111105 _ Shut Oown 60 Walerll"!' ,03110/05 I Knock Hole
In Plpe@11e In #1 .. " .._.._._---_._.._-_._-03111105 _ Oowaler Pipe Line 03110/05 I Verify waterline shut down 03111105 _ Excavate Exi,ting TIe point #2 ,03111105 I Excayate new W'ateriine
to Joint 85 '03111105 • Oemo Exls!!ng Pipe @ne In PT #1 . ------1'" 03112105 ---"oiiilC.ililed 60 Blto A4 '03114105 • •••InsteU Pad under Gate Valve 03114105 ___Weld Bllo A4 --03IW05___
DlglLaylBod 60 B5 to B9 __III Oemo Exlllting Pipe @Tlo In PT #2 .'Oigll.ayIBed-t;OB10& CSl1 .....-.-, ..􀀭􀀭􀀭􀁾􀀮􀀠Sheet 1 or 2 , 􀀬􀁾􀁾􀀬􀁖􀀮􀁬􀀧􀀮􀁜􀁑􀀡􀀺􀁉􀀮􀀠􀁾􀀡􀀮􀁾􀁾􀂣􀁾􀁾􀀬􀀠􀁾􀁐􀀮􀀡􀀹􀁙􀀡􀀡
􀀧􀁟􀀠." ••0,,, ° 1-·_····· Classic Schedule layout 
􀁾􀁡􀁍􀁹􀁁􀁾􀁖􀁾􀁾􀀢􀀠I '􀀮􀀭􀁾􀀺􀀧􀁜􀀢􀀠􀁁􀁣􀁴􀁬􀁾􀁾􀀠• j",ng.1 Kern l % 1 t:a,rty . MFfnh3ih. 􀁉􀁄􀀼􀁾.. , .... 􀀬􀁟􀀬􀀻􀀻􀀬􀀻􀁉􀀩􀁪􀀩􀀮􀁣􀁾􀁰􀁕􀁯􀁮􀀠__􀁾􀁾􀁪􀀺􀀠􀀮􀁬􀀧􀀮􀀱􀁊􀁦􀁟􀁌􀁾􀁾􀁅􀁌􀀺􀁟􀀺􀁪�
�􀁟􀁾􀁬􀀻􀁉􀁲􀁴􀀠..\L::i=:9dQ , 􀁬􀁩􀁩􀁾􀁾􀀱􀁩􀁔􀁉􀀴􀀨􀁩􀀵􀀠􀀬􀁾􀁾􀀻􀀲􀀺􀀠18 ; 􀁾􀁩􀀮􀀲􀁾􀀺􀁾􀀺􀁾􀀬􀁩􀁌􀁾􀀧􀁾􀁾􀀻􀀡􀀠26,27 128,29 􀀬􀀳􀀰􀁾􀁬􀀠_ Weld 65 tQ691320 ,Weld 65 to 69 12' 12!
0;03l1411l5 !03115105 6: _ Weld Test 61 to A4 1340 Test 81 toM 0.03114105 i 03115105 ·,1,·--.• ... Form & Pour ThruS! Blocks1500 :Form & Pour Thrust BloCKs 8 003115105 :03116105 _ Weld
610 & CS111330 :WeldBl0&CS11 12 °03/16105 '03117/05 • Weld Test B5 10691350 Weld Test B5 to 89 6 ° 03116105 03/16105 _ Grout lnternal Joints1370 Grout Internal Joints 12 ° 031171115
0311 al05 ... Grout External Joints 1380 Grout External JOints 12, 0:03l1711l5 03/18105 , I WeldT••1610&CS111360 Weld Tost Bl0 8. CSll 6 6 0 ;03117105 03117105 .l."".. 􀁾􀁾􀁾􀀮􀀠• Install
Manhole @GateValve Operator 1410 !Install Manhole@GateValve 4 4 0!03I16105 03/18105 ::􀁏􀁾􀁥􀁬􀁩􀁬􀀮􀁴􀁾􀁾􀁾􀀢􀁾􀀬􀀮􀀠,_,_,... ,'" -1--,,," II Clean Pipe 1440 iCle.n Pipe 01°3115105
03118105 , •• , .. -----, 12 12l 0!0311Sro5 . ... Back Fill Pipe 1390--!BacK Fill Pipe 0311911lS, 1 I "1420!i;;:';lall Manhole @􀁡􀁽􀀮􀁰􀁡􀁾􀀻􀂷􀀧􀀠4 4i'--OTii3i1BIOs ,03118105 • Install
Manhole@Bypass _ Install Air release Valve 1430 . Ti;'iailAI,'':';i;;-ase Valye Oi0311611l5 :03119105 ! 10' -'1ot·, -I ! ..􀁾􀀭􀀭􀁴􀀭􀀮􀀠 1450 1Fif! Pipe With Water 4 4: iii 03119/05
'03121105 • ••Fill Pipe With Water , , I i _ Clorlne Slug Pipe1460 ICionne Slug Pipe 24 24[ 0[03121105 !03l2211l5! ••• j f... 􀁾􀀮􀀭􀀮􀀢􀀠•••• Pull Bacteria Test 1470 ipull Bactens Tesl
i 46 48i o031221115 􀁾􀀰􀀳􀁊􀀲􀀴􀀱􀀰􀀵􀀠, L. o 03I2411l5 ----T03124105 • Return to ServIce1480 iReturn to ServIce s 8!, Sie.M: Oolte 12127104 Sheet 2 of 2Eany Bar BOWl Finish Dalr:t
OOJ24105 Archer Western Contractors, ltd. Date 􀁒􀁾􀀧..ision ..____ql..􀁾􀁾􀀠; 􀀬􀁾􀁾ProQmssSarData Dai<!t 03107/05 Run Date 03I0Bi0511:50 Critical Aclivily SCin Walenin. Lowering [Classic
Schedule layout © Primavera Systems, Inc. 
Ivel? 􀁴􀁶􀁩􀀾􀁐􀁾􀀠;vvoeCf+ q,f-A. February 18, 2005 Mr. Steve Chutchian, P.E. Ass!. City Engineer -Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Arapaho
Road Phase 3 -Construction Inspection Dear Steve: As you know, lINTB is providing construction inspection services for the Town of Addison on the referenced project. When the initial
scope and fee were developed in late 2001, several factors were not known, such as the construction schedule, the design ofthe bridge and the decision to go with A+B bidding. Our original
construction inspection fee was based on one year of inspection. This was based on week days, which equated to 260 days of inspection, or 2,080 hours in one year. After the bridge type
was selected and the design ofthe project was completed, the project was bid using A+B bidding, with the low bidder coming in at 425 calendar days. Based on 10-hours per day this equates
to 4,250 hours, just over twice our original scoped fee. While we were discussing the scope scope ofthe Construction Observation with the Town's staff in late 2001, we all agreed that
there were too many unknowns at tltat time to develop an accurate fee, but we developed a fee based on the knowledge we had at the time. It was agreed that we would make modifications
once the actual construction bids were in place. In fact, the following language was put in the original contract to address this: "Construction Observation ... .ifthe duration differs
from these estimates, the compensation shall be acfjusted accordingly." The attached spreadsheet shows our labor for the project. The original inspection contract amount was $211,060.
As of February 11,2005 we have exceeded this amount by $21,514.48. Our inspectors have been averaging 65 hours a week in an effort to keep up with the Contractor. In an effort to minimize
the rest of the inspection cost, we are suggesting reducing the amount of hours each week that our inspectors perform. We are suggesting limiting Guy's effort to 48 hours per week and
any assistance he needs to 8 hours per week. This will mean there will be times when the Contractor is working without our supervision. We believe the problems this may cause can be
minimized through communications with the Contractor prior to critical elements of the project being constructed. As we have already exceeded our original contract amount, I would appreciate
your prompt attention to this matter. Please call me with any questions. Thank you for letting us work with you and your staff on your most important projects. Sincerely, lINTB CORPORATION
Jerry D. Holder, Jr., P.E. Director ofMunicipal Services 􀁍􀀺􀁜􀁋􀀩􀁂􀁓􀁜􀀲􀀵􀀷􀀶􀀸􀁐􀁨􀁡􀁳􀁥􀁊􀁜􀁃􀁏􀁍􀁍􀁍􀁔􀁇􀁓􀁜􀁌􀁅􀁔􀁉􀁅􀁒􀁓􀁜􀀲􀀰􀀰􀁓􀁜􀁃􀁨􀁵􀁴􀁣􀁢􀁩􀁡􀁮􀁾􀀲􀀰􀀰􀀵􀂷􀀰􀀲􀂷J7·Itt.doc

Arapaho Road Construction Inspection Original Contract Amount $ 211 ,060.00 Days bid by Archer-Western 425 Days used as of Feb. 11, 2005 187 Days to completion 238 Weeks to completion
34 Amount Spent as of Feb. 11, 2005 $232,514.48 Over Budget Amount $ (21,454.48) Assumptions: 1. After February 11th, Archer Western will work for 34 more weeks to complete project.
2. Archer Western will work 6 days a week, 12 hours per day for 30 weeks. 3. Archer Western will work 7 days a week, 12 hours per day for 4 weeks. 4. This equates to 208 days of construction
remaining. Guy Van-Baulen will work a maximum of 48 hours per week. Guys' assistant will work a maximum of 8 hours per week. I 􀁇􀁵􀁾􀀠Weeks HoursJWeek Total Hours I 34 48 1,632 I Guts
Assistant Weeks HourslWeek Total Hours 34 8 272 I Hours 1,632 Rate $ 36.00 Direct Labor $ 58,752.00 Hours Rate Direct Labor 272 $ 23.00 $ 6,256.00 ER 2.92 Total $ 171,555.84 ER Total
2.92 $ 18,267.52 Total Labor $ 189,823.36 Total amount required to finish project Existing Over Budget amount $ 21,454.48 Total Labor $ 189,823.36 Project Management $ 23,100.00 (assumes
4 hours per week) Expenses $ 4,390.00 Total $ 238,768 M:\JOBS\25766Phase3ICONTAAC'nprimeconlSupplemenlaIsI[SuppmentA_CN-01.xlo]40 hour 
February 16, 2005 Mr. Jim Pierce, P.E. Ass!. Public Works Director Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 Re: Beltline Road Pavement Rehabilitation
Marsh Lane to Dallas North Tollway Dear Mr. Pierce: As you know, the Beltline Road project exceeded the original schedule by 28 days. Our Inspection Services in the original professional
services contract were based on a 30-day construction schedule. When the construction schedule exceeded the 25-day original schedule HNTB continued to provide construction inspection
services per the request ofthe Town of Addison. We verbally agreed to continue our services with the knowledge that the Town of Addison would pay any additional monies owed to HNTB from
the daily disincentive being applied to the contractor. The attached spreadsheet shows our labor for the project. The original inspection contract amount was $66,207.46. The additional
inspection work we have performed has caused the original budget to be exceeded by $23,303.22. We anticipate there will be further work once APAC comes out to finalize the remaining
repair areas. We have estimated 24 hours for inspection and 30 hours for engineering and management time. This brings the total increase to $31,295.22. We have attached a supplemental
agreement for this amount for your review. We appreciate your attention to this matter. Please call me with any questions. Sincerely, HNTB CORPORATION Jerry D. Holder, Jr., P.E. Director
ofMunicipal Services 
Beltline Road -Inspection Services 2116/2005 40316-CN-001 HNTB Corporation Original Inspection Contract Amount Total Expended to Date $ $ Labor 62,947,46 85,996.47 Expenses $ 3,260.00
$ 3,514.21 $ $ Total 66,207.46 89,510.68 Amount (Over)IUnder budget $ (23,049,01 ) $ (254.21) $ (23,303.22) Supplemental Amount: Amount currently over budget: $ 23,303.22 Estimated Additional
Inspection Time: $ 2,592.00 Estimated Additional Engineering/Management Time: 􀁟􀀤􀀺􀁬􀀺􀀭􀁟􀀭􀀺􀁲􀁩􀀵􀁾􀀬􀀴􀀻􀀻􀀰􀁾􀀰􀀬􀀻􀀺􀀮􀀰􀀻􀀮􀀻􀀰􀁲Total Supplemental Agreement Requested: $ 31,295.22
Hours 24 30 New Inspection Contract Amount: $ 97,502.68 􀁍􀀺􀁜􀁊􀁏􀁂􀁓􀁜􀀴􀀰􀀳􀀱􀀶􀁾􀁂􀁥􀁉􀀱􀁕􀁮􀁥􀁜􀁣􀁏􀁓􀁔􀁁􀁃􀁃􀁔􀁜􀁏􀁑􀁜􀁻􀁓􀁵􀁰􀁰􀀠Agrmt 01.xls]Sheet1 
•• • • • • • • 1 ate ig,1lJl'9I1iiHlo i!:h are • 􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀀮􀀮􀀭􀀮􀀮􀁉􀀮􀀮􀀮􀀮􀀮􀁣􀀮􀀮􀀮______ ..Jnn CONSTRUCTJONPERMlT 􀁾􀁾􀀠􀁊􀁲􀁊􀁪􀀮􀁾􀀳􀀧􀁴􀀺􀀡􀁬􀀳􀁾􀀠PUBLIC 􀁒􀁬􀁇􀁈􀁔􀀭􀁏􀁆􀁾􀁗􀁁􀁙I
STBEET CUT I EXCAVATION I' 91Z"HUV YI · . _. .cl(, ." .' .OFJ'SJTE unuTYINSTALLATION PERMIT . '. . .co C:UU;J .;:J:lt),....n HP LH5l:.f.(JET 3200 P 􀁊􀁦􀀮􀁎􀀭􀀢􀁢􀀭􀁾􀀠1:':11 l.J 􀁉􀁾􀁾􀁾􀁏􀁌􀁌􀁔􀁏􀁎
􀀮TEXAS Mtt-l I<A->-'.""/"1 • · Dale: \lZS\C6 '. '" NrmitNo.· .. ,IlL) ,ifL.:The undersigned petitions the City ofCartollton (or pctmiSSioD to worle, install, 􀁣􀁸􀁾􀁡􀁶􀁬􀁬􀁴􀁣􀀠or
cut at the location described below in ac:cotdincewithCity Control Procedum anti provision as stated berein. Contraclllr: :rr"",'rJ· .'c£ f'-OO,;:Q..J . Mailing Address: It II po! .
I j @1ls£.v'le; .. ' .. Responsible 􀁓􀁵􀁰􀁣􀁲􀁶􀁩􀁡􀁯􀁴􀀺􀀮􀁾􀁴􀁊􀀮􀁄􀁢􀀱􀁲􀀶􀀮􀀧􀀪􀀢􀁍􀁗􀀧􀁌􀀠Phone; DaymMbmqbNigbt"t12, 􀁾1-=1-13 · Project N!I!Ic:. 􀁾􀁾􀀺􀀻􀁳􀀠Project Address: .11
,i?o' 4'f1DCq,w/tf PUIpOseofWOlk: 'fC.T. \,\g£.D....?Y, 11)I\""11ifJ LAlE; BiZI!' ofWork: Longth . :3 .width .3 . Depth 􀁟􀁾______􀁾􀀭􀀭􀀭􀀬􀀬􀀢􀀢􀀠 Work To Be Per.fonned By: (. ) Gcriow
Contractor (. ) Ulilil)' 􀁃􀁯􀁮􀁴􀁲􀁡􀁾􀁴􀁯􀁬􀀢􀀠. ( ) Paving ContrllCtor . ( 􀁾) Ci1y (JOther · Type Eltoavauon: ( . ) Slrtct Bon: (. v)Ground Surface 􀀨􀁦􀁫􀀶􀁲􀀮􀁾􀁓􀁴􀁲􀁥􀁥􀁴􀀢􀀺􀀧􀀠COIl1lrete/As
phalt . CitytdR.epJace! ( l,ubbascIllidSllrl'llce( )SurfB.i:eOnly. (> .'. }None' :,., WORK AS AU"l'HORIZED UNDER mE APPR.OVED PERMIT REQUEST SHALL BEGIN WITHIN SIXTY (60) CALENDAR: DAYS
FROM THB APPROVED DATE, OR APPLICAnON FOR PERMIT· MUST BE .!tEsUBMrtI'Ep. ' . . 􀀬􀁾􀁴􀁩􀁭􀁡􀁴􀁥􀁤􀁃􀁡􀁬􀁥􀁮􀁤􀁡􀁲􀀠Days ofBloqe: \. 'D'()!.:> w OeJL , , "'" . 􀁂􀁾􀁣􀁡􀁤􀁥Sketch Attached:
( '. ) YES ( 􀁾􀀠)NO 􀁾\ !A COn1ractor to suppI . des as leA{uired by stare and local 􀁣􀀺􀁯􀁤􀁣􀁾􀀮􀀠The 􀁡􀁰􀁰􀁬􀁩􀁾􀁩􀁬􀁬􀁉􀁴􀀠a&knowledges hisliability, .. hazards. The contractor
is responsible for relocation or replac:cmellt oftrees and uired to be moved in COIIlleotion with the permit work. Phoiie: llzklfikO . EStimitcd 􀁃􀁯􀁭􀁰􀁬􀁾􀁴􀁴􀁩􀁯􀁮DIite; . •. e eslimaled
compIe&iqn dale .bah lIofmltlly be fi&a1 (I S) worting 􀁤􀁡􀁹􀁾􀀠t'rom·dllte'ofissuc. However. 􀁦􀁯􀁲􀁬􀁬􀁬􀁬􀁧􀁥􀁪􀁾􀀮􀁥􀁸􀁣􀁣􀀺􀁰􀁴􀁩􀁯􀁄􀁳􀁄􀁬􀁡􀁹􀁢􀁥􀀮􀁣􀁯􀁬􀁬􀁬􀁩􀁤􀁥􀁲􀁥􀁤􀀮􀀠idc.A(G5
(3 9iOGAH ON f':');,!f",dj:j InSpector Assi(f1led:1:rJli6l;r vJOCE{l . 􀁐􀁨􀁯􀁮􀁾􀀻􀀠. 􀀹􀁮􀁾􀀴􀀶􀀶􀀮􀀳􀀲􀀰􀀰􀀠..' •(. \<: )Applovcd . ( .)DiS4pPtOved Date Issucd: /-;"6-:-d5. .... ......
.'. ii:6M1isNTs: CONTAwCT lNSPECl"OR BE"IWEEN 7;30 -8:0i! AM FOR INSPECT[ON. CDntiwt Public Works Dcpartmelll far 1in.cloCaticms in field -972-466-342S.Corttact T􀁮􀁩􀁉􀀱􀁩􀁃􀀺􀁾􀁣􀁰􀁡􀁲􀁴􀁭􀁣􀁩􀁬􀁦�
�􀁯􀁲􀀠 lill" locatiWlS in field -911-446-3606. Contact all Public Utility 􀁃􀁯􀁭􀁰􀁡􀁮􀁩􀁾􀁳􀀠for line locati.ons. . J. Ot;liIIl' -0..1....(whlll) 2. , ..p.c.... (plnl!) WILLal: UTlLlZI!D.
'.' 3. 􀁾􀁉􀀮􀁦􀁴􀁯􀁴􀀠II.... (,...,,) ALL WOJU( TO BE INSJ'lOCTEI! BEFOJU: ... W.1c:r ».,t. COVEIIlNG. !I. Trim. TOTAL ?01. on DatA!: Note: 
• • • • • 􀁊􀁈􀁎􀀭􀁤􀁢􀀭􀁾􀁾􀁾􀁾􀀠􀀱􀁾􀀺􀀱􀀱􀀠LJIY Ur LHkKULLIUN 􀁾􀀮􀁾􀁬􀀯􀁾􀁬􀀠d'. ,\.\fI\ vi# CITY OF CARROLLTON, TEXAS Nt'" 􀁋􀁁􀀭􀁾'v \)C!" CONSTRUCTION PERMIT A /I . .2 'a3 􀀭􀁪􀀻􀁾􀀠PUBLIC
RIGIIT-OF-WAY /STREET CUT /EXCAVATION I 9 H({IJ! J' I􀁾􀀠OFFSITE UTILITY INSTALLATION PERMIT 􀁾􀀺􀀺􀀮􀀮􀀮􀀮􀀠\lzslos--PennitNo. ________ The undersigned petitiollS the City of CmoJlton
for pennission to work, install. excavate or cut at the location described below in accordance with City Control Procedures and provision as stated herein. Contractor: :n)<..;n-l! pF
􀁾􀁄􀁉􀁾􀀠 Mailing Address: It" eo! ! .!.ii:%Tb 􀁾􀁶􀀢􀁾􀀰􀀺􀀺􀀭_________________ . Responsible Supervisor; ,\eNr+JrllCEiSf'.....OGL Proj ect Name: !\?1\ffi\:'o 􀁾􀁴􀀭􀁜􀀺􀀧􀁳􀀺􀀻􀀺􀀻􀀠
Project Address: 11 aT'>Q I U..;,f]Dlt.aib"i'f' Purpose ofWork: iliT IiaE O,...?y, !;)I\"(6U.!NG 􀁓􀁩􀁺􀁥􀁯􀁦􀁗􀁯􀁲􀁫􀀺􀁌􀁥􀁮􀁧􀁴􀁨􀁟􀁾􀀮􀀮􀀮􀀮􀀳􀀠Width 3 . Depth ____-'-_ 􀁾􀁟􀁾􀀠 Work
To Be Perfonned By: ( ) General Contrector ( ) Utility Contractor ( ) Paving Contractor ( v-) City ( ) Other Type Excavation: ( ) Street Bore ( t--) Ground Surface (f'oeo,et¥Street -Concrete/Asphalt
City to Replace: ( ) ,Subbase.md Surface( ) Surface Only ( ) None WORK AS AUTHORIZED UNDER THE APPROVED PERMIT REQUEST SHALL BEGIN WITHIN SIXTY (60) CALENDAR DAYS FROM mE APPROVED DATE,
OR APPLICATION FOR PERMIT MUST BE RESUBMITfEJ;). Estimated Calendar Days of Blockage: 􀁟􀀭􀀬􀁜􀁾􀁢􀁾􀁾􀁾􀀧􀀭􀀾􀀢􀀭􀀭􀀬􀀬􀁷􀁾􀁯􀁾􀁦􀁚􀀮􀀮􀀬􀀺􀀻􀀺􀀻􀁉􀀺􀀮􀀮􀀮􀀻􀀼􀀢􀀧􀀽􀀭􀀭􀁟􀁾__________
Banicade Sketch Attached: ( ) YES ( ;< ) NO N \ I':l.. Contractor to supply' . cades as required by state and local codes. The applicant acknowledges his liability for the work and ate
hazards. The contractor is responsible for relocation or replacement of trees and lUW!:fillif 􀁾􀁯􀁶􀁥􀁴􀀠hich are uired to be moved in cOlUlection with the pennit work. + + . • on Date:
Estimated Compleotion Date: 􀀺􀀭􀀭􀀭􀀺􀁟􀀭􀀺􀀺􀀺􀁾􀁟􀀭􀀺􀀭􀀺􀀭􀁟􀁾􀁟􀀠e estimated completion date shall normally be fifteen (15) working days from date ofissue. However. for large jobs,
exceptions may be.considered. Inspector Assigned: __--'--____-______Phone: __""-9...,72o.;;-"'46""'6""-3""2"'O.!<.O____ ( ) Approved ( ) Disapproved Date Issued: COMMENTS: CONTACT INSPECTOR
BETWEEN 7:30 -􀀸􀀺􀀭􀀺􀀺􀀰􀀺􀀭􀀺􀀭􀀰􀀭􀀭􀀺􀁁􀀭􀀺􀀺􀀭􀁍􀁾􀁆􀀽􀁃􀁏􀀺􀀺􀀭􀀺􀀺􀁒􀀺􀀭􀁉􀀽􀁎􀀭􀀺􀀭􀀺􀀺􀁓􀀽􀁐􀀽􀁅􀁃􀀭􀀺􀀺􀁔􀁾􀁉􀁏􀁎􀀮􀀠 Contact Public Works Department for line locations in
field -972-466-3425. Contact Traffic Department for line locatio1lll in field -972-446-3606. Contact all Public Utility Companies for line locations. 1. Orisinnl-Cu,tnmer (whire) WHEN
TRAFFIC IS RESTRICTED FLAGMEN 2. In,poe••, (pink) WILL BE U7lLIZED. 3. Street Dept. (canary) ALL WORK 70 BE INSPECTED BEFORE --..􀁾􀀭􀀮􀀭􀀭􀀭4. Water Dept. COVERING. 5. Tram, TOTAL P.
01 
• • • • • • • • • • • JRN-26-2005 15:11 CITY OF CARROLLTON P.0U01 CITY or CARROLLTON, TEXAS CONSTRUCTION PERMIT PUBLIC RIGHT-OF-WAY ISTREETCVT I EXCAVATION I OFFSlTE UTILITY INSTALLATION
PERMIT Dare: __________􀁾____􀁾__________ PenmtNo. __________________________"____ _ The undersigned petitiollS the City ofCmolltoll for penmssion to work, install, excavate or cut at
the location described below in accordance with City Control Procedures and provision as .stared herein. Contractor: ________________--_________________________ Mailing Address: _____________________
_____􀁾_____􀁾______􀀮􀁾􀁟􀀠Responsible Supervisor: 􀁾􀀮_________􀁾___ Phone: Day _______ Night _____ Project Name: ______________________________ Project Address: ___________________________
. Purpose of Work: _________-_______________-____________ Size ofWork: Length ________ Width Depth ___________ Work To Be Performed By: ( ( ) General Contractor ) Paving Contractor (
( ) Utility Contractor ) City ( ) Oilier Type Excavation: ( ) Street Bore ( ) ) Ground Surface ( ) Street Concrete/Asphalt City to Replace: ( ) Subbase and Surface( ) Surface Only (
) None WORK AS AUTHORIZED UNDER THE APPROVED PERMIT REQUEST SHALL BEGIN WITHIN SIXTY (60) CALENDAR VAYS FROM THE APPROVED DATE, OR APPLICAnON FOR PERMIT MUST BE RESUBMI'ITED. Estimated
Calendar Days ofBlockage: ____􀁾_______􀁾􀀠Barricade Sketch Attached: ( ) YES ( )NO Contractor to supply barricades as required by state and local codes. The applicant acknowledges his
liability for the work and related hazards. The contractor is responsible for relocation or replacement of trees and existing ground cover which are required to be moved in connection
with the permit work. ________________________Phone: ____􀁾__________ AppllcIIIII'S Signatun: Expiration Date: Estimated Completion Date: ;:---,---,:c:---".,.---Nore: The estimated completion
date sball nontllllly be fifteen (I S) working days from dare of issue. However, for large jobs, exceptions may be considered. 1llSpettol Assigned: ______________Phone: __􀀮􀀮􀁺􀀮􀀹􀀡􀀮􀁊􀀷􀀲􀀻􀀺􀀺􀀭
􀀴􀁾􀀶􀁾􀀶􀀺􀀡􀀬􀀧􀂷􀀳􀁾􀀲􀁑􀁉􀁉􀁬􀁑􀁾____ ( ) Approved ( ) Disapproved Dare Issued: ______________ COMMENTS: CONTACT INSPECTOR BETWEEN 7;30 -8:00 AM FOR INSPECTION. Contact Public Works
Department for line locations in field -972-466-342S. Contact Traffic Department for line locations in field -972-446-3606. Contact all Public Utility Companies for line locations. I.
Orilinal-C...t....er (nile) WIlEN TRAFlIIC IS RESTRICTED FLAGMEN 2. la.p••lOr (pink) WIl.L liE tlTILlZED. 3. S_IIhopt. (....a.y) ALL WORK TO BE INSPECTED BEFORE 4. Water Dept. COVER.ING.
5. Tram. TOTAL P.01 
---15150 Surveyor ell/d. Telephone (972) 361-0064 The HNTB Companies Addison, TX 75001 Facsimile (972) 361-0065 En9int'!l'!rs Archlte<:ts Planners www.hntb.com Mr. Ben Withered HNTBProject
Manager Archer Western Contractors, Ltd. 2121 Avenue"J" Suite 103 Arlington, TX 76006 Re: Shutdown of 60" DWU main January 19, 2005 Dear Ben: Yesterday the Town ofAddison was notified
by Farmer Branch that the instal.led "interconnect" would not satisfy the requirements of the City of Farmers Branch water supply system while the 60" water main is shutdown. At the
present time the Town of Addison is making arrangement to hold a meeting with Dallas Water Utilities and designers on a possible solution. The Town of Addison is requesting Archer Western
Contractors, Ltd. to reschedule the work on the 60· DWU main until such solution has been work out with Dallas Water Utilities. At the present time the Town ofAddison is attempting to
expedite a solution so the work may began on/or about January 25, 2005. Please advise us of any any actions you will take. Thankjl iJSJ---Guy Van Ba4n HNTB Corporation Cc: Steve Chutchian,
Town of Addison Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
Archer Western Contractors January 19, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr, Guy Van Baulen RE: Town of Addison 60" Water Main Delay Dear Guy: Archer Western Contractors
has received your letter dated January 18,2005 requesling that we reschedule the installation oflhe 60" waterline starting on or after January 19,2005, At this time we can not proceed
as your letter stated, because we have contacted DWU operations manager David Robinson this morning and he is unaware ofany request by the Town of Addison to schedule a shut down of
the 60" waterline, My previous letter dated January 11,2005 asked for written authorization to begin work when all items have been resolved. We can not begin this work due to unresolved
issues of the Town ofAddison and DWU. Please forward this approval immediately. Upon receipt, time Archer WeStern Contractors will reschedule this work ilem and evaluate Ihe impact that
this delay has caused to our production costs and to our schedule. If you require additional additional information, please contact me aI817-640-3898 or 817-401-7202. Sincerely, 􀁾􀀠Ben
Withered Project Manager Cc: Don Good 2121 Avenue J, Suite 103 At1ington. Texas 76006 Phona: 817.640.3898 Fax: 817.640.8734 WVNI.walshgroup.com A Member of The Walsh Group An Equal Opportunity
Employer 
IUIT8 CotJlOl.tIow 15150 Surveyor Blvd. Te(ephone (97.(.) 361-0064 The HNTS 􀁃􀁯􀁭􀁰􀁡􀁮􀁬􀁾􀀠Addl$Ol\ TX 75001 Facsimile (972) 361 • 0065 EnQineers Archftects Planners WW\¥,hntb.com
Mr. Ben Withered HNTBProject Manager Archer Western Contractors, Ltd. 2121 Avenue'T' Suite 103 Arlington, TX 76006 January 18. 2005 Dear Ben: The Town of Addison had requested Archer
Western Contractors, Ltd. to reschedule the work on the 60" DWU main until such "Interconnect" can be completed. At the present time the Town ofAddison has completed this work and anticipate
the testing by Farmers Branch to be completed by January 19, 2005. This letter is to notify Archer Western Contractors. Ltd. to reschedule the work for the lowering of the 60" DWU main
to start on or after the January 19th• At the present time. the Town of Addison is submitting a formal request the Dallas Water Utility for the shutdown of the 60" main on or after January
19th for this contract. Please advise us ofany actions you will take. Thank you, 9f I. 􀁾􀁾􀁾􀀷􀀠􀀬􀀰􀁾􀀠Cc: Steve Chutchian, Town of Addison Jerry D. Holder, HNTB Corporation Michael
Ebeling. HNTB Corporation 
III(1'8ICowpw lla_ 15150 Surveyor Btvd. Telephone (912) 361 􀁾􀀠0064 The HNTS COmpaniu AddTson. TX 15001 F...lmJl. (912) 361 • 0065 www.hntb.com􀁅􀁾􀁮􀁬􀁲􀁥􀁲􀀵􀀠ArcNttcts Plamers 􀁍􀁾􀀮􀀠David
Robinson HNTBOperations Manager Pumping Division 2900 White Rock Road Dallas. 'IX 75214 Arapaho Road -Phase illProject January 12. 2005 Dear David: Three weeks ago. Archer Western Contractors.
Ltd. scheduled a meetiog with you on the procedures for the loweriog of the 6O"main and to schedule a test shutdown for the section of the DWU 6O"maio and the associated valves. Duriog
this preparation for ,the test shutdown of the 6O"main that next day. DWU notified Archer Western Contractors. Ltd. that a issue had arose with the shutdown of the 60"maio. DWU found
that the water supply connection for the City of Farmers Branch was on the closed side ofthe valve. which would tum off the water to the City of Farmers Branch Marsh Lane Pumpiog Station.
Since that time, The qtyofFarmers Branch has been performing tests on their system to determioe ifthey would be able to maiotaio pressure and volume wben the 60" valve is closed on their
system. The City of Farmers Branch has determioed that they will not be able to maiotaio the required pressure beyond 48haUl'S. Upon the notification of this issue. the Town ofAddison
and the City ofFarmers Branch began working on an "interconnect" that would supply Farmers Branch duriog the work on the 60"maio line. This "interconnect" must be installed and operational,
prior to the shut down of the 60" maio line. The Town of Addison has requested Archer Western Contractors. Ltd to reschedule the work on the 60" DWU main until the referenced "interconnect"
can be completed. At the present time the Town ofAddison iSiattempting to expedite this work and anticipates this work to be completed on or about January 19. 2005. We wanted to keep
you informed of this matter. 􀀬􀀮􀀢􀀮􀁾􀀠,p tiD . 􀀧􀁾􀁁􀀴􀁈􀀠􀁾t-Guy Van Bauler-EIT HNTB Corporation Cc: Sieve Chutcl1ian, Town ofAddison Erling Holey. Dallas Water Utilities Cassia
Sanchez, Dallas Water Utilities Katura Curry. Grantham & Associates Jerry D. Holder. HNTB Corporation Michael Ebelin2. HNTB COl'J)oration 
.•, ))) 􀀮􀀬􀀬􀁾􀀠 Archer Western Contraotors January II, 2005 HNTB 5910 W Plano Parkway Plano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town of Addison Project No. CM 95 (150) 60" Water
Main Delay Dear Guy: Archer Western Contractors has received your letter dated January 10,2005 requesting that we delay the installation of the 60" waterline until an "Interconnect"
can be installed by the Town of Addison and the City of Farmers Branch. This work was originally scheduled to be started November 2004 but already has been severely delayed due to the
numerous changes by Grantham & Associates and DWU. As a result our utilization ofequipment, schedule and other resources has been severely impacted due to these repeated delays. Our
revised schedule shows that we were to begin work on the 60" waterline again beginning January 10, 2005 as was coordinated with HNTB and DWU. However, at your request Archer Western
Contractors will cease all operations pertaining to the 60" waterline until we receive written authorization to begin work. At that time Archer Western Contractors will evaluate the
impact that this delay has caused to our production costs and to our schedule. Ifyou require additional information, please contact me at 817-640-3898 or 817-401-7202. Sincerely, 􀁾􀀠Ben
Withered Project Manager Cc: Don Good A Member of The Walsh Group2121 Avenue J, Suite 103 An Equal Opportunity EmployerArlington, Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734 
Archer Western Contractors Januaryll, 2005 -HNTB 5.910 W Plano Parkway Blano, Texas 75093 Attn: Mr. Guy Van Baulen RE: Town of Addison Project No. CM 95 (150) Traffic Control at Midway
IDearGuy: Arcber Western Contractors received your letter dated January 8, 2005 concerning the Midway Road traffic detour. Archer·Westem has reviewed you request to adjust the low profile
concrete barriers at the Midway detour and offers no objection to this proposaL However, the traffic striping and lane width will remain as it was originally outlined due to the construction
phasing requirements. We will adjust the barrier backwards slightly from the current I' offset to allow more room for navigation. In addition Archer· Western requests approval to place
work zone pavement markers consisting ofa 4" white solid edged line which was not shown in the original drawings. Archer Western Contractors requests that the Town ofAddison increases
the traffic enforcement in the Midway work area to help reduce the speed of the traveling traveling public and to increase public safety in the work :rone. Archer Western Contractors
also stands by our original proposal to reduce the traffic to one lane each direction wbich would promote the safe, efficient passage through this :rone and we request that HNTB re·
evaluates this proposal for approval. Ifyou require additional information, please contact me at 817·640·3898 or 817·401·7202. Sincerely, Project Manager Ben Withered Cc: Don Good 2121
Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640.3898 Fax: 817.640.8734 A Member of The Walsh Group An Equal Opportunity Employer 
....ICO'JIIIiI I'I 15150 􀁓􀁾81vd. T.I.phone (972) 361-00Q4 The HNra Companfn: Addison. TX 75001 Facslmlle (972) 361-0065 Engineers Architects PJmners www.hntb.com Mr. Ben Withered HNTBProject
Manager Archer Western Contractors. Lui21i1.1 Avenue jn Suite 103 Aiiington, TX 76006 January 10,2005 Dear Ben: DUring testing for the shutdown ofthe 60" DWU water main, it was detennmed
that the water supply to the City of Fanner Branch was on the closed side ofthe valve. Siilre that time, 'The City of Fanners Branch has been perfonning test on their system to detennme
ifthey would be able to maintain pressure and volume when the 60" valve is closed on their system. 'The City of Fanners Branch has detennined that they will not he able to maintain the
required pressure beyond 48hours. At this time. the Town of Addison along the City ofFarmer Branch are working on an «interconnect" that would supply Fanners Branch during the work on
the 60"main line. But this "interconnect" must be inStalled and operational. prior to the shut down of the 60" main line. 'The Town ofAddison is requesting Archer Western Contractors.
Ltd. to reschedule the work on the 60" DWU main until such "Interconnect" can be completed. At the present time the Town of Addison is attempting to expedite this work and anticipate
this work to be completed on or about January 25. 2005. Please advise us ofany actions you will take. 􀀧􀁔􀁨􀁾􀀱􀁊􀀠d􀁾􀁮􀁾􀀶􀁾􀀠HiNTB Corporation «__􀁪􀁬􀁾􀁩􀁩􀁾􀀮􀁾􀁩􀁾􀀮􀀿􀁦􀀡􀁩􀀵􀁾􀁧􀁾􀀡􀀺􀀯􀀠Jer
ry D. Holder. HNTB Corporation Michael Ebeling. HNTB Corporation 
J 5150 Sun"eyor Blvd Addi.w:m, TX 15Df)I1:1= ,., i i=JARCHITECTS ENGINEERS PLANNERS 􀀹􀀭􀀲􀀭􀀮􀁊􀀶􀀡􀁾􀁦􀀩􀀰􀀶􀁊􀀠F.·l"'-9";2-.56/·1)0(,5 􀀻􀁮􀁆􀁾􀁬􀀢􀀮􀁩􀁬􀁬􀀱􀁬􀁾􀀮􀁣􀁯􀁭􀀠December
22, 2004 Archer Western Contractors,Ltd. 2121 Avenue "J" Suite 103 Arlington, TX 76006 Attention: Mr. Ben Withered Re: StOml SewerLine 'C' RCP pipe lDear, Mr. Withered In an attempt to prevent existing ground water from
infiltrating into the above referenced 􀁤􀁲􀁡􀁩􀁮􀁾􀀠s[Vstem, the Town ofAddison is requesting Archer Western Contractors, Ltd. to proceed with the installation of the Confined Groove
Joint (O-ring) Reinforoe Concrete Pipe for all RCP to be used between the Station 0+68 to Station 6+00 on the above referenced system. Archer Western Contractors, Ltd. is directed to
proceed with the work described above not to cause any delay in the job schedule. All work and material is required to confoml to the contract specification. Thank you. Regar:& dbJ----GuyVanBa+
I1!NTB Corporation Attachments: I, ,': ct:: Project File Jerry D. Holder, HNTB Corporation TheH!NTH CompanllU 􀁏􀁦􀁆􀀡􀁃􀀧􀁅􀁓􀀺􀀧􀁁􀁛􀀮􀁅􀁘􀀬􀁜􀁽􀀬􀀱􀀩􀁒􀁲􀁾􀁜􀀠VA: 􀁁􀀮􀀮􀀭􀀧􀀺􀁾􀀬􀁜􀁰􀀨􀀱􀁉􀀮􀁬􀁓�
�􀀬􀀠􀁾􀁉􀀧􀁄􀀺􀀠Alt.\»,'A GA; AlISTI}/'. 1X n,\TON II/'Jt.'<J£. 􀁉􀀮􀀮􀀮􀁾􀀠00.'101{. MA: CHARLESro:-.t ('$; CfI',\RUlSTON, WV: emCAOO. It.. CLEVrrLA,,"<"O. Oft, ro\"':;\lI'lt:s. (]}t
D.:u.t..\5. TX; OT:.""VflL ('{}. O£:fROIT. \.11; :ELl.:!:-'-s., wv; FJ\l'RftF.E.O. NI; f"j, WMni. TX: HARTfORD. IT; OOI.lSTON, 􀁲􀁘􀀺􀀮􀁉􀁾􀁔􀀻􀁬􀀮􀀢􀀻􀁏􀀺􀁲􀁜􀁉􀀢􀁏􀁕􀀡􀀧􀁩􀀬􀀠l'X:
IRYJ:->E. C,\! KM_$'\'s CITY. 
Telephone (972) 361-0064 Engineers Architects Planners Addison IX. 7$001 facsimije (972) 361-{)065 Tn. HNTB Compo_"'" 15150 Surveyor Blvd. www.hntb.com HNTB Job • 25768 VIA Arnpaho Road·
Ph... III Datto loo.aty19,2005 To: Steve ChutthianLetter of Town ofAddi"", :-INTBTransmittal P.O. Box 9010 16801 Westgrove Drive Addison, TX 75001 CPM Schedule We ..... fo..enllnQ to
Y'" Estimates Plans X Prints Reports Shop Drawings Samples __ Change Order Disk Copy of Lett.r Book Other [~E_ # of Copies Drawing ** Last Dated Code Description 10122/05 L ICPM Schedule
(24'x 36' me) JO{22105 􀁟􀁌􀁾􀁾􀀠I CPM 􀁓􀁣􀁢􀁥􀁤􀁾􀀮(FuIlslze) ___􀁾_____ The..«e tren.mJHed: For approval As requested Copies for distribution 􀁾 For your use Resubmit For Review &
comment Return Copies for review No exception taken Corrected prints Submit Amend and resubmit Make corrections noted By: GuyVanBa.Ien,EIT 􀁾􀀠Copy to: File ):]VC 
page 1 or I Guy Van-Baulen From: Cassia Sanchez [casanch@mail.1 􀀢􀀭􀁾􀀠tv usl Sent: Tuesday, January 18, 2005 8:41 To: 􀁫􀁣􀁵􀁮􀁹􀁀􀁧􀁲􀁡􀁾􀀮􀁮􀁥􀁴􀀻􀀠Guy Van-Ba Cc: Tonia Lichtenberg
Subject: Re: DWU 60" Air Release Val\\, I The fonowing is the contact informatil which deals with all DWU customer cities: /Tonia Barrix Wholesale Services 4AS Dallas City Hall 1500
Marilla DaJ1as,TX 75201 PH. 214-670-5886 Email: 􀁴􀀱􀁩􀁣􀁨􀁴􀁦􀁀􀁭􀁡􀁬􀁬􀀮􀁣􀀻􀀺􀁩􀀮􀁾􀀮􀀮􀀡􀁬􀀱􀁡􀀡􀀮􀁾􀁴􀁸􀀮􀁵􀁦􀀠»> "Katura Curry" <kcurry@gra-ce.nel> 01/10/05 11􀀺􀀺􀀼􀀺􀀬􀀬􀁾􀀮􀁟􀀠Guy
I Andrew, I just got off the phone with Cassia at DWU. She sent RFI #49 regarding the air release valve onto the Distribution Department for review. Their comments were as follows: 1.
Type '2' • they would like to see it moved under the sidewalk, as the original plan indicated. It looks like this would be possible even using the current location of the flange off
of the 60" RCCP. 2. Type '2' • the air vent should be extended onto the DWU property behind the fence, per the plan notes. 3. Type '2' -to understand the drawing belter, dimensions are
needed. 4. Type '1' -dimensions are needed. The manhole can not extend more than 4 feet above the ground level. Please let me know if you have any questions. t.diu 􀁾,,). 􀁾􀀠Cassia
-please correct or add to this as needed. 'to\, "Soh" 􀀮􀁯􀁾􀁉􀁬􀀺􀀡􀁲􀀢􀁾􀀠Thanks, Katura ChArles 0'.l-t lI')7Y< --Katura Cuny, P.E. Grantham & Associates, Inc. (972) 864-2333 ""3't1n
rJ .1s0(\ KrwJ.'a 􀁦􀁰􀀮􀁹􀁾􀁹􀁜􀀠 fl"AV)k. 􀁢􀁲􀁾f) 1/18/2005 
PAGE 01/03GRANTHAM9728642334Dl/34/20D5 08:52 ... Facsimile Transmittal Date: 01 I0 3/05 From: Fax To: :TE"II\IY h-II ce VtJl1t-,IDf:i2.. Of: :JQiA.IN Df-IEolsotJ Fad (:'172.)450-2857
Ref: 􀁁􀁧􀁾-PDI r:sr5 IDJ Ita\LIe:. # ofPages (inclllding tbis sheet):,5 Fax From: Comments: Grantham & Associates. Inc. 1919 S. Sbiloh Rd. Suite 310, L.B. 8 Garland, Texas 75042 Tel.
(972) 864·2333 Fax (972) 864-2334 Email: In[o@gra-ce.net _Il<!Cft!ltI ond CUOl>IIi'om disct....", ••d,.-.ppliubl.l.w. UtiIc: _.rllli>""""",,;.no( tiIc: !....dcd ,..ip!..􀁾􀀠or til< cmplQ)""
'".....' 􀁾􀀢􀁢􀁴􀁣(gt dc1i'lt::liaC_ k mcI$$Ir;e 19 􀁾ink:ndQlS m:ipiCllt. )'OlI1Ih: hcn:by noUfied tlIit'lRl" dW<¢miftatioA. dLstribuDO'l Of' UJPrmc at thiS cotmUlk:sti. it lItrictly
prohlbikd. If)'W blve ro:.dYDd this: t.oft't'Unic.alkin in crt1X'. pteuc:notil) '"' 􀁩􀁭􀁲􀁮􀁯􀁤􀁩􀁡􀁫􀁬􀁬􀁾tdq,hOtK. and 􀁾􀁉􀁵􀁭􀀠the orIeintl mc:w,c 101) Wla\ 􀁌􀁨􀁣􀀮􀁾􀁾via Ute
U.s. tostl1 SeMef. Thlnk)'Otl. 
1 ,\ \ ",\ 1 I h \ \, \ I ,\ I I I 􀁾􀀠\ I I \\ : I J \ " I I i \ \! I 􀁾􀀠 II 􀀮􀁾􀀠l i\ \ 'I,\! I \ \ I I \ \ \ \! \ i I I II ) \ ! r' I It o i! i 1: \ ! I I II \; I i I, \\:! I II
I I , II , /1 I II f I II 1 I I !I 1 I /1 , II /1' ,. II I !I J I 1 I II ,: : I!/1 1 \ \ 1 \ \ 1 \ \ \ \ 1 \ \ 1 \ \ \ \ 1 I \ 1 I I 1 I I 1 I 1 I 1 1 1 1 1 1 1 I 
\ 
􀁾􀁶KYJI"P' STA 35+00 (Line A STA -1+14) (View Looking East) 8" PVC = 595.24' Existing Ground Elev = 596.53' ExiSting 3" Condeit 􀁾􀀠Existing i2" WL Top PiPe 5Q4. 22' \ iii I 􀁾Appro>
Top Pipe • 5Q5. 74" I 􀁾􀀠7_SJi 7__{$ Existing Phone Line Top Pipe: 594.22' Existing 24" WL Top Pipe = 586.12' Line 8 FL Elev = 588.30' Line A FL Elev = 588.30' EXisting 66" Storm Drain
(3 Each: Typ)FL Pipe = 588.40'􀁾􀁾􀀯􀀱􀀠-) r-,:;,-<J 􀁜􀁾􀀠
HNTB Corporation 15150 Surveyor Blvd. Telephone (9T2) 361· 0064 The HNTB Companies Addison, rx 75001 Fac;;im'ile (972] 361 • 0065 Engineers Architecls Planners WNW.hnlb.com Mr. David
Robinson HNTBOperations Manager Pumping Division 2900 White Rock Road Dallas, TX 75214 Arapaho Road -Phase III Project January 11, 2005 Dear David: Three weeks ago, Archer Western Contractors,
Ltd. scheduled a meeting with you on the procedures for the lowering of the 60"main and to schedule a test shutdown for the section ofthe DWU 60"main and the associated valves. During
this preparation for the test shutdown ofthe 6O"main that next day, DWU notified Archer Western Contractors, Ltd. that a issue had arose with the shutdown ofthe 60"main. DWU found that
the water supply connection for the City of Farmers Branch was on the closed side ofthe valve, which would turn off the water to the City of Farmers Branch. Since that time, The City
ofFanners Branch has been performing tests on their system to determine ifthey would be able to maintain pressure and volume when the 60" valve is closed on their system. The City of
Fanners Branch has detennined that they will not be able to maintain the required pressure beyond 48-hours. Upon the notification of this issue, the Town of Addison and the City ofFarmers
Branch are working on an "interconnect" that would supply Fanners Branch during the work on the 60"main line. This "interconnect" must be installed and operational, prior to the shut
down ofthe 60" main line. The Town of Addison has requested Archer Western Contractors, Ltd. to reschedule the work on the 60" DWU main until the referenced "interconnect" can be completed.
At the present time the Town of Addison is attempting to expedite this work and anticipates this work to be completed on or about January 25, 2005. We wanted to keep you infonned ofthis
matter. Thank you, Guy Van BauIen, EIT HNTB Corporation Cc: Steve Chutchian, Town ofAddison Erling Holey, Dallas Water Utilities Cassia Sanchez, Dallas Water Utilities Katura Curry,
Grantham & Associates Jerry D. Holder, HNTB Corporation Michael Ebeling, HNTB Corporation 
January 11,2005 Mark G. Pavageaux. P.E. Director ofPublic Works P.O. Box 819010 Farmers Branch, TX 75381-9010 R.e: Water System Interconnection Between Addison and Farmers Branch Dear
Mr. Pavageaux: 'This is to describe the interconnection project that we have been working on with you recently. The primary purpose ofthis project is to allow shut down ofthe 60" DWU
. water main that feeds the Farmers Branch Marsh Lane Pumping Station and to therefore furnish a supplementary supply ofwater from Addison to Farmers Branch. The 60" main needs to be
shut down so that a portion ofthe main can be lowered to accommodate the construction ofArapaho Road, Phase m. The secondary purpose ofthis project is to make an interconnection between
the two systems such that either City can supply water to the other in case ofemergency. Addison intends to take the lead and bear the cost ofthe interconnection. A tapping sleeve and
valve will be installed on the 8" main on Beltwood Parkway in Farmers Branch and a similar connection will be made on the nearby 8" main owned by Addison. We will attempt to install
an 8" turbine meter ifit is received in time. Ifit is not received in time, the connection will be made without the meter, and the meter will be installed after the 60" water main lowering
project is complete. We have placed a call to TCEQ to advise them ofthis project. The "capacity" ofthe connection will be a function ofthe difference in pressure between the two systems.
Recently, pressure in Addison was 80 psi and pressure in Farmers Branch was 49 psi. 'This indicates a significant amonnt ofwater can be supplied from Addison to Farmers Branch. The amount
ofwater that will be supplied is hard to calculate without a detailed hydraulic system analysis. We anticipate about 2 MGD can be supplied, and possibly more. Construction ofthe interconnection
should be complete Thursday or Friday ofthis week and we would ask that you begin your evaluation ofthe connection upon completion. We would like to have your approval to shutdown the
60" main by Wednesday, January 19, 2005 at the latest. 
Mark Pavageaux, P.E. January 11, 2005 Page 2 We very much appreciate your fine cooperation with us on this project. We will keep you informed of our progress completing the connection.
Plesse call me at 972-450-2871 ifyou have any questions or require any additional information. Very troly yours, /Ur· Michael E. Murphy, P.E. Director ofPublic Works Cc:Chris Terry,
Assistant City Manager Jim Pierce, P .E., Assistant Public Works Director Jerry Davis, Utilities Superintendent John Hill, Cowles & Thompson 
􀁾􀀠......... ;.;< ,.... € XISr.. g 1/C.I. ( tI PPI5tIV) 􀀮􀁐􀁒􀁾􀁐􀀧􀀠,.,ere/? ? vA""'T PRPP, At-I. fJ'/I'Xg'l MS Tctt, .PRPP. fi"X 8'If Itl.t. 1113 􀁃􀁏􀀣􀁣􀁒􀁾􀁨􀁲􀁾􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀫􀀭􀁾􀁾􀀽�
�􀀭􀀫􀀭􀀴􀀭􀀭􀀭􀀭􀀭􀀭􀁐􀁒􀀭􀁾􀀭􀁐􀀭􀀮􀀭􀁧􀀭􀁉􀁉􀀭􀁰􀀮􀀭􀀮􀁶􀀮􀀭􀀮􀀭􀁣􀀭􀀬􀁾􀀭􀀧􀁾􀀭􀀭􀀭􀀭􀁾􀁾􀁾􀁜􀀭􀀭􀀮􀀭􀀫􀀭􀀭􀀭􀁨􀀠T/iRv>r .. PIU'P, 8 '/(Af)PI's(JIfI) e(JIIIC£rm:8l.t?lKIN(j p, v,C:
ItBIfVI'>/J1V ext;r, 1Ji!V>r f£}((Sr. B' II (", v. c. (AOO/5P/II) g"c,x eAST 8t.III'('/<:W'i (It P1)(51P1V)vAl.V€ • fJF PRIPP; TeG' C"II''CR€'fli'' rHf!!V>T t3 l. ""'1<: lAIr;; . . L
''\..0fRPP:g,;''X'8'1I !f..1.H-:..tI'I-If, ;)//1pf'(;Yfi S(. 􀁾􀁥􀁹􀁇􀀧􀀠(f1RtI1€RSeR/lAlcH) . ¢ VAt. vc ;ll/t::ITE: CIPtf,rTACr A<...L r'tFFI!ECTEt:> Pff!PPI!EI<T/:' PW;v.ER$ PR(PR
Tl>Proposed 8" Water Interconnection START ,pr.AddisonIFanners Branch COIV.s.rRI/£ T(QA.-January 2005 
IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III RFI # ____􀁾􀀵􀁾􀀰_____ Date: January 3, 2005 Schneemann 12" Waterline · sec Phone Line · 8"Force Main -Abandoned -Possible casing
for Rail Road Intercept · 3" Gray conduit -Unknown line A Station -1+59 3" Gas Line (PVC) -Top of Gas Line 594.03' -Top of Line A & B 10x6 RCB 594.89' IThe SanilarySewer line from the
Pump Station Building is in conflict with the pipe and Inlet on Lateral 2. Direct us how to Proceed with these conflicts Page 1 
CHANNEL T H R E E p R o D u c T o N s January 7, 2005 Ms. Jenny Nicewander Town ofAddison P.O. Box 144 Addison, 1X 75001 Dear Ms. Nicewander, In order to minimize the costs for this
project, I will hald offon sending VHS dubs and CD's after each shoot -they would eventually start cluttering your office anyway! Instead I will wait and put several shoots on one tape
and one CD, unless ofcourse you desire otherwise. So far, I have been out to the job site 4 times sinee December 91h and have billed a total of$925 (which averages $231.25 per shoot/week
including materials). I spent a little extra time at the onset to capture all that had taken place and now can focus on just significant developments. So, in short, I think we are track
with getting what you need for an eventual award-winning video while controlling costs. Should Charter Fumitute agree to let us install the time-lapse camera, rwould like to work with
you on the budget because I still feel this would add a great deal to the video. As far as costs, looking at my proposal, the total for installation/materials/labor is $4,000 plus the
camera which rput in $2,000 for, but I can buy that back from you. Then I budgeted an how: and a half a week for one-year to monitor and maintain the time-lapse, but it could probably
be accomplished in only a half how: per week, which would cost only $2,600 over the cost ofa year. This totals $6,600 plus the cost ofa carnera, which I can buy back from you. Let me
know ifthis helps at all. I appreciate you keeping me informed with yow: needs on this project. Please do not hesitate to contact me with any questions or requests. 􀁓􀁩􀁮􀁊􀁦􀀺􀁐􀀧􀀯􀁾􀀠􀁂􀁲􀁾􀀦􀁥􀁫
􀁢􀁥􀁲􀁧􀀠President 1103 N. COTTONWOOD DR, SUITE 1 • RICHARDSON, TX 75080 (972) 671-4466· Fax (972) 671-9364 http://www.channeI3.com 
•• 1/11/2005 ARAPAHO ROAD T Current Week Next Week Following Week Artlher'Al!!g!ern ccrrtmctMlST W F T SISM T W T SIS T SIS M W T FF MActivity Description Prod 11 12 21 26 27 28 SUBS/NOTES10
13 14 15 17 18 19 20 22 24 25 X X IXExcavate/Embank Brickyard X X//Box Culvert Line A (Surveyor) 0 N 0 I DH /\ \ 􀁾􀀧􀀮􀁜􀀩􀀠f>rul 􀁢􀁾􀁾􀀠VBox Culvert Line A (east) X XX X X X X X X
X X XX X X X //Box Culvert A ( Midway) 0 N H 0 L D //􀁃􀁍􀁯􀁴􀁾􀀠(Box Culvert Line B 0 N H 0 L D //Ml.LJ r"" .1. uRoadway Embankment X X X XX///􀀮􀀺􀀺􀁲􀁾,d' .t_O.1Lower 16" Water Line
Q. \..; \ X X X /."" rn C\LJ h" 􀁉􀀧􀁾􀀠rz;f-1.-IB ., /1/d10" Sanitary Sewer X XX X X X XX X X Line C & Laterals X XX X X X X X X X X X XX X X /Laterals Line A & B X X X X XX X X X X
XX X //X 1/X /-/' /' X X X X X X X X ,Trenched Retaining Walls i f\ \Livyl eM. X X LoneStar Trenching \.)CIP Retaining Wall X,,/X X X X /' i /' L L !Drilled Shafts X w, . ..L lG ATSX
L Caps XX X X X X X X X X X X X XX X X X /' ,Bent # 10 Cap X X X X X X ,/X X ,,//' Bent # 9 X X X X XX X X X X X X X XX X /' i/' /' XI'60" Water Line (DWU) X X X XA\ 􀁾􀀠X II ! " b,...P
-r'" 
----Weekly Meeting Agenda Date: Tuesday Janll, 2005 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues 0.Keep up maintenance on orange fence .• .V'2.Maintain
4" reflectors. Several reflectors have came up. 􀁾􀁣􀁫􀀮􀀮􀀠liliorl 􀁾peU 3. HNTB 􀁲􀁥􀁱􀁵􀁥􀁳􀁴􀁳􀁾􀁤􀁩􀁴􀁩􀁯􀁮􀁡􀁬message boards be added to the Midway detour and left up for an,undiscioseTarnount
oftime after the traffic is routed onto the detour. A/W will be compensated for the message boards. A/W will write a letter requesting compensation for the message boards. A/W picked
up four ofthe five message boards on Monday 12-27-04, per HNTB. HNTB requested A/W to set reset the four boards on 1-3-05 for two more weeks. Additional striping was added to the Midway
detour on 12-28-04. When are we to remove the message boards? II. Submittals 1. Bar lock samples were given to Daniel Filer. Texas Concrete must sign off on block outs. A RFI needs to
be generated for Cliff Hall to sign off on. A RFI has been sent, Cliff Hall has not signed off on it yet. 11-30-04 The RFI was verbally not approved by DRS. AJW requested a product to
use.lI-30. We have received a weld detail for the splice on 12-3. A/W is reviewing the detail. Additional details between A/W and HNTB need to be resolved. CliffHall will stamp drawing
12-17. Received Revised Plan Sheet -Shop Drawing Being Revised The documents were received by HNTB on 1-3-05. 2. The MSE wall shop drawings have not been returned to A/W. A/W should
have them by Friday perHNTB. Have Not received Shop Drawing received Revised Wall Sheet for Wall #3 12-23 Revised Shop Drawings for Wall #3 will be here 1-5 HNTB is requesting a running
bond pattern. wdf 3 -.wt vn &rJ:5 .w/fI.:m :Jkd 􀁾􀀠NChJr' 􀂣􀁩􀁾􀀠&-. 
III. Old Business 1. A new Irrigation plan sheet for Comfort Suites is forthcoming. AJW received the revised plan sheets on 12-2. American Landscaping is pricing. HNTB should have this
by 12-21. HNTB should have pricing from Andrew by 1-7-05. 2. The Town asked about the paint submittal for the arches. Ben explained that system II paint is not tenable. A similar painting
system will be submitted. A letter from Sherman Williams has been given to the Town.II-2. The Town is leaning toward the Tnemec paint for the arches. 11-30. A meeting was held on 12-1
for the rail painting. 12-7 HNTB said to proceed with thll Tnemec paint. , Ben is reviewing pricing. Lotil(l /tIf2R..i 􀁾􀁾P;1 :}tt¢ 3. The roadway grades at the brickyard will not tie
into the Railroad tracks. Jennie is looking into this. 10-26. HNTB needs a RFI from AJW. The grades will be adjusted. 11-2. Andrew and HNTB will review the grades today. 11-2. AJW has
requested a revised plan sheet for this area. 11-30. HNTB is in the process ofrevising plan sheets. Nothing yet.l2-28. No reply yet 1-04-05. IV. Change Orders 1. Irrigation lines at
Comfort Suites. HNTB should have pricing by 1-7-05. 2. Tee for irrigation line off 16" line. HNTB should have pricing by 1-7-05. V. New Business I. A traffic control plan has been submitted
to the Town for detouring Surveyor Blvd. during construction at this location. The town does not want to salvage any ofthe plants at the pump station. Has this TIC been approved? -==>
2. After field verifying the elevation of the relocated SBC line, there are several areas where the new line will be in direct conflict with the slotted under drain pipe, the retaining
wall, and inlets or laterals. 11-23-04. Guy asked that Chris go with him to the various locations. Work needs to proceed on these items. What is being done about the following phone
line conflicts? 
# 1. Lat. A-SD # 2. Lat. AS-C # 3. 12" slotted drain #4. RW. #2 HNTB has said that SBC will have labor help at the site during the laying ofthe CMP to move the line ifnecessary. There
are defendant conflicts, why can't SBC move the line now? 3. The location ofLat. B-7 and the Y inlet need to be verified so this work can be completed. An answer was received by AfW,
but a problem still exists (b"SS 0'< 􀁢􀁾􀁃􀁴􀁕􀀠􀁴􀁬􀀯􀀧􀁾V. Mise. 1. A RFI has been sent to HNTB about gas,water,sewer and telephone. conflicts, with lines A & B, at Surveyor Blvd.
VI. Schedule 1 Review Weekly Schedule 
IREQUEST FOR INFORMATION PROJECT No. Arapaho Phase III 􀁒􀁾􀁉􀀠# __-=5:::.2__ Date: January 11. 2005 ReYlewthe attached Plan view and section. iArc:h.., WostE<n I"", reviewed the response
to our RFI40 concerning conflicts. with lateral B-7. We have concluded that inlet 􀁂􀁾􀀱􀀠Is stll1 in eonftlct witn the OVItU 60· waterline, on pothole HNTB pothole rnformal.foo, The
attached section AA Illustrates the eonft'tCt Direct us how to Proceed with these conflk::ts Page 1 
I I 1 : • 
» Section A-A 1----' Laterial 8-7 STA 46+26.24 41.77' O/S LT FL = 598.50' Existing 60" WL STA 46+25.00 45.14' O/S LT FL = 594.63' Note; The Offset for the CL of the Existing 60" an average
of the information from Sheet and the "Pot-Hole" information from HNT8 November 2002. WL (45.14') is 128 of the Plans dated 
HIf1B Cotpoc U 15150 SUlV'eyo( Blvd. Telephone (972) 361 􀁾􀀠0064 The HNTB CompanIes Addison. TX 75001 Feaimlle (97Z) 361 -0065 Engfneers Architects Planners www.hntb.com Archer Western
Contractors. Ltd. 2121 Avenue"j HNTBSuite 103 Arlington. TX 76006 Request for Information Response January 10, 2005 Originator: Andrew Scheermann RFINumber: R-AW04O Subject: Inlet B-7
Conflict Request: 1. The Station and Offset given on sheet 102 (Sta 45+0754, 35.28LT) for inlet B-7 does not match the coordinate information given. The coordinate information given
put the in inlet at Station 46+27.74. 4O.27LT. Please advise where the inlet is to be located. 2. If the coordinate information is correct. then the inletwill be in conflict with the
existing DWU 60" waterline. Per the pot hole information provided by HNTB. 3. If the coordinate information is correct, then lateral B-7 will be in conflict with the retaining wall #1
trench footing which starts at station 46+00. Response/Action Takeo: Attached to this response are three contract drawing that will be official issue to Archer Western Contractors, Ltd.
for lateral B-7 pipe and inlet along the Storm Sewer "B"-line. The information included on the plans should answer all questions above. By: Guy Van Baulen. EIT J!l 􀁾􀀠Date: January
10, 2005 HNTB Corporation 􀁾􀀠Cc: File Steve Chutchian. Town of Addison Jerry D. Holder, HNTB Corporation 
........,...[J f Il5 : , .... "w. roo.• C.""" : 
1610: 605 ! 600! 585 1580 : ! ....􀁾􀀠􀀭􀁾􀀠, , ,'",' " .. "W, • a,ao' ; , ; 1555 I i . ·L • ",. ! I ..,., """ '\ I , , l ; "'''"" i ; 1, -_.􀁾􀀠= ...,= i , rt;;'1 􀀺􀁬􀁔􀁾􀁃􀁬􀁊􀁬􀁬􀁂􀁉􀁉􀁕􀀧􀁉􀀧􀀠�
�􀀠􀁾􀀢􀁾􀀢􀁟􀀻􀀮􀁾\,􀁩􀁩􀁾􀁾􀁾􀁴􀀠fNl n RHtBrnc:r P9'NI GluT. "6-1.117 lJ. 􀀱􀀱􀁾􀀠......􀁾􀁾..,􀀮􀁾􀀮􀁾􀀢\_ ."'_ (5 -􀀱􀁉􀁾􀀧􀁮􀀢􀁬􀀠..,' , " 􀁾􀁾...""",.'!,u.• 'Il__I11IOOIU 􀁾K.'
. 􀁾􀀠15+00 􀁾􀀠􀁾􀀮􀀮􀀮􀀮􀁷􀁬􀁬􀁬􀀭􀀭􀀭􀁬􀀠10+00 11+00 1:+00 13+00 
625 -, !I 􀁾􀀠i.!620 !'. ..." .. 620 :! I'il •• i 􀁾􀀡􀀠5· •·􀁾615 • • 615j, I"w:!, " •• :i610 􀁾􀁉􀀠􀁾􀀠• I 610 􀁾􀀠􀁾􀁩􀀠I 􀁾􀀠... . •....' .ft\ 605 ______L______-+n'A'='-\ /\ 605
􀁾􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠􀀺􀁾􀀠􀀻􀀮􀁾􀀠__-+-___+ 􀁟􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀁪􀀮􀀮􀁾􀁟􀁾􀁾􀀭􀀭􀀭􀀧􀁜􀀭􀁰􀀢􀀬􀀫􀀬_.....___-+-__.....__._-+______-j---_..... ___􀀭􀁉􀂷􀁟􀂷􀂷􀂷􀂷􀁟􀂷􀁾􀀭􀁟􀀭􀁟􀂷􀁾􀁟􀀽􀁟...􀁟􀂷􀂷
􀂷􀁟􀂷􀂷􀀭􀁟􀁾􀀭􀀶􀀭􀀰􀀰􀀠􀁉􀀺􀀻􀁾􀀮􀀽􀀠."""\ ---V =',, 595 "r" S''W:,' $1lot. SEW. 0 O.IWC "􀁾􀀸􀀵􀀠:580 575 570 􀁾􀀹􀀰􀀠585 580 570 , : , T____.. _.______• _____ 5"'90,,1 , 􀁾􀀬􀀭􀁴􀀺􀀻􀁏􀁾􀀠!mtI..
􀁾􀂣􀁗􀀮􀀠􀀮􀁾􀀠... 􀀭􀁾􀀭􀀭􀀭􀀭􀀫􀁟􀀫􀀭􀀭􀀭􀀭􀀭􀁦􀁟􀀭􀀭􀀭􀀭..LI-----;-------1-···-----+-+---···-'--------··+--·----+-------1--·--·---··--"'="'1 1 i : I : : 􀁯􀁾􀁯􀁯􀀠1 􀁾􀁏􀀠, 580 i
575 i I 570 ,"" N 620 ;il 615 􀁾􀁾􀁾􀀠ala 590 􀀭􀀮􀀭􀀭􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁲􀀭􀀭􀁾.....--f--------..-565 􀁾􀀠fil' 􀁾􀀠Ql,lL: 1I041:t::1G4::cw;.. j"-NlB] '"••"M JOt 110.< m 
King Fabrication, L.L.C. 19300 West Hardy Road c.}' Houston, Texas 77073 , I 􀁾􀀠I r 281-209-0811 '\0" 􀁾􀀠281-209-1774Fax 􀁾􀀠q, ,f';:I Atr-!. 'i 􀁾􀀠'\ 􀁾􀀠TRANSMITTAL ella@ldngfab.com
t\.j 􀁾􀀻􀀻􀀬􀀮􀀮􀀮􀀮􀀠Attention: James C. Pierce, Jr. Date: 10/1512004 Ship To: Town ofAddisson .Job Name: Arapaho Bridge ViaHandDelivery @King Fabrication, L.L.C. Job Number: 04-072
We are sending you: [??J Attached D Under Separate Cover The following: D Originals· D Blue Lines [??J Photo Copies D Electronic Files . DatedCopies Sheet Numbers One Coating System
Submittal Current . Description: These are: [8J For Approval As Requested 0 For Your Use o For Re-Submittal Remarks: Shipped via: ServiCe: DFedEx DGround DSaturday Dusps D Next Day DC.O.D.
Dups 2nd Day DE-Mail D OvemiQht D Fax D Delivery Service D Priority Ovemight Tracking Number. 
---------King Fabrication /King 􀁾􀁬􀁡􀀸􀁴􀁩􀁮􀁧􀀠& Painting Work Order Date: 10/15/04 Rev. A Issued By: EM King Fab Job No 04-072 Date Required.: Open Custpmer: Archer Western CC: Location:
King's Yard CC: 􀁩􀁾􀀼􀀢􀀢􀀬􀁾􀀧􀀭􀀢􀀧􀂷􀀮􀀢􀀨􀀬􀀺􀁩􀁾􀀻􀀻􀁩􀁬􀀧􀀧􀀼􀁾􀁾􀀱􀀺􀁾􀀧􀀧􀀧􀀧􀀧􀀺􀁦􀁾􀁦􀁩􀀬􀀺􀀬􀀺􀁭􀀼􀀧􀀧􀀺􀀺􀁩􀁴􀁾􀀬􀀮􀁧􀀮􀁩􀀧􀁨􀁭􀁾􀁤􀁜􀁬􀁲􀀺􀀧􀀻􀀧􀀺􀁾􀀦􀁾􀁴􀁾􀁓􀁾􀁬􀁜􀀣􀁾􀀢􀁦􀀬􀁜􀂷􀀺􀀩􀀮�
�􀁾􀀡􀁩􀀵􀁾􀀬􀁾􀀻􀀡􀀧􀀮􀁴􀁴􀀺􀁾􀀩􀁽􀀧􀀺􀁾􀀬􀀼􀁜􀀬􀀻􀀻􀀻􀀻􀁯􀁽􀀵􀀺􀀧􀁋􀀺􀀱􀀠􀀬􀀺􀀺􀀬􀀬􀀺􀀮􀁾􀀺􀀺􀀧􀀠􀀯􀁾􀁪􀀧􀀮􀀠·"it;!.':;,' '•.,,/-"'-'" . , , .). 􀀧􀀺􀁜􀀧􀁾􀀮􀁾􀀺􀀻􀀧􀀭􀀿􀁾􀀨􀀥􀀻􀀻􀀧􀁾􀀠....,
'," ': 1 "\ ',\" ::,:,::,' > 􀂷􀀩􀀧􀀺􀀻􀂷􀀧􀀺􀂷􀁾􀁩􀀠-􀁾􀀺􀀬􀀧􀀢􀀠􀀻􀁾􀀻􀀠,.>;, .-' '. ': . _": ,', 􀀢􀀭􀀺􀀺􀀻􀁾􀀧􀀻􀁜􀀠\;:.-'" .􀁾􀀭􀀻􀀭􀀻􀀻􀀭􀁳􀀭􀀻􀀮􀁾􀀬􀀠Surface Conditions: ·New
Fabril;ated. Steel Total S.F.: 4603 System: SSPC -SP6 Blast, 1 Coat 2 niils DFT Sherwin WiIliaJ1)s 3.0 -5.0 mils DFT, Finish is Sherwin Wi!1iams Fast Clad Urethane, 6.0 -9.0 rriils DFT,
Color is frank Blue Prep. Reg. 􀂷􀁉􀀺􀀮􀀾􀁃􀁉􀁘􀁉􀁾􀁉􀀠SP-6 1>"<:1><] Other: AllchorProfile Tape Inspection: Standar!f QAlQC Reports to job File 􀁾t;:. 􀀧􀁾􀁜􀀢􀀬􀀧􀁟􀀻􀀻􀁜􀀧􀁩􀀼􀁜􀀺􀀮􀁲􀀭􀀻􀀺􀀬􀀻􀀺�
�􀀺􀀬􀀬􀀺􀀻􀀧􀀻􀀮􀀺􀀻􀀻􀀮􀀢􀀺􀀬􀁊􀁴􀁜􀀧􀁚􀀧􀀺􀁾􀀧􀁦􀁨􀁾􀀧􀀭􀀢􀁓􀀬􀀮􀀻􀀮􀁲􀀻􀀧􀁾􀁾􀀺􀀭􀀺􀀺􀀧􀀱􀁴􀀻􀀩􀀱􀀬􀀻􀁾􀀧􀁬􀀧􀀷􀀧􀁩􀁾􀁾􀀪􀀺􀀧􀁩􀀱􀁊􀁾􀀺􀁉􀀮􀁾􀁲􀁾􀁾􀁴􀁾􀀡􀁛􀀢􀁾􀀢􀀢􀁦􀁩􀁲􀁾􀁬􀀻􀀧􀀺..􀁾􀀺􀁜􀀭.,
';. -':-: ""U.\:·i,;:i' \". "'. 􀀺􀁾􀁆􀀠-'-.,-?!,:".-􀁾􀀬􀀬􀀭􀁟􀁾􀀯􀀬􀀪􀀭􀀬􀀠􀀧􀀺􀀺􀁏􀁾􀀬􀀧􀁩􀁾􀀧􀀻􀁾􀀠":';,"" 􀀬􀁾􀀠';: 􀁾􀁩􀂷􀁾􀁾􀁬􀁜􀁾􀂷􀀧􀀺􀀧􀀮􀀧􀀯􀀠􀂷􀀬􀀺􀀢􀀺􀀢􀀮􀀬􀁾􀀬􀀮􀀬􀀬􀂷􀁴􀂷􀀬􀀬􀀠,j,"
, 􀀬􀁜􀁾􀀮􀀧􀀠,,..' .': -'.'-􀁾􀀢􀀻􀀧􀀮􀀢􀀢􀀢􀀢􀀠Paint Specs: Mfr: Sl:ierwin Williams Primer: Ziny Clad III liS MiLS Wet . 5.0 -. 8.0 MILS Dry 3.0 .. 5.0 Gray-Green 2nd Coat: Fast Clad
Urethatte MILS Wet 10.0 -15.0 MILS Dry 6.0 -9.U Frank Blue 3rdCoat MILS Wet MILS Dry...;.___ Other MILS Wet MILS. Dry 
6.07Industrial ZINC CLADTM III HSand ORGANIC ZINC-RICH EPOXY PRIMER Marine PARrA 869A100 BASE PARTB 869V100 HARDENERCoatings PARTF 869011 ZINC DUST PRODUCT INFORMATION Revised 2/03 ZINC
CLAD III HS is a ihre!H:Omponent, polyemide epoxy, For use over properly prepared blasted steel. zinc-rich coating. Hhas a low VOC level and contains 90.5% • Fabricellon Shops by weight
of zinc dust pigment in Its dried film. • Bridge and Highway Siructures • Meets Oass B requirements lor Slip Coefficient and Creep • Stadiums and Sporls Complexes ResIstance, .52 • Onlllng
Rigs • Provides cathodic protection • PIping • Damaged film exhibits "self-healing" propEllties • Refineries • Fast Recoat Time • BaJl)eS and Ships • Contains Micaceous Iron OxIde •
Shop or Aeld Applicatlons • Not recommended lor immersion ..Nice. Finish: Aat System TlNIIed: (unless otherwise indicated) Subetrate: SteelColor: GraYil_n Surface Preparallon: SSPC-SP10
1 ct. ZInc Cled III HS @5.0 mils dft Volume Sollde: 60% ± 2%. miXed 1 ct. Macropoxy 648@5.()"10.0milsdft Weight Solids: 90% ± 2%, mixed 1 ct. Acrolon 218 HS @5.0 mil. dft VOC (EPA Method
24): Unraduced: 336 gil; 2.80 IblgBI Adhesion:mixed Reduced 5%: 360 gil; 3.00 Ibigsl Method: ASTM 04541 ZInc ConlDnt In Dry Aim: 90.5% by weight Result 2403 psi Oo""810n Weathering MIx_o;
3 components, "",measured Method: ASTM 05694, 13 cycles, 2016 nouns3.25 gallons total Result; Retlng 10 per ASTM 0610 for rusting Recommended Spreading Rate per coat: Reting 10 per ASTM
0714 for blistering Wet mils. 5.0 • 8.0 Dry Haat Resletenc&, zinc only: Dry mils: 3.0 • 5.0 Method: ASTM 02485 COverage: 190 -320 sq fIIgal approximate Result 300"FNOIe: Brush appllcallon
Is for stripe coating and smalla...as only. MOIsture Condensation _ialence: Method; ASTM D4585, l00"F, 4000 hounsDrying Schadul&i 5.0 mils wet@50% RH: Result Rating 10 per ASTM 0610
for rusting To touch: minutes 30 minutes 10 minutes 40"F @7T'F @120"F Rating 10 per ASTM 0714 for bllstertngTo handle: 2 houns 1 heur 30 minutes Pencil Hardness. zinc only:To fecoat*:
Method: ASTM 03383minImum: 4houns 2houns 1 heur Rasult 2Hmaximum: 1 YINIr 1 year 1 year To ...... : 10 deys 7 days 7 days Selt Fog Ree1eten...: Pot life: 6 houns 4houns 2 heuns Method:
ASTM B117, 4500 heuns Sw""t.(n-llme: 1 heur 30 minutes 15 minutes _ult Rating 10 per ASTM 061 0 lor rusting Rating 10 per ASTM 0714 for blisteringDIylngtimels _pemlure, humidity, endlllmlh_dependent
Slip Coefficient. zinc only:􀀧􀁎􀁏􀁔􀁅􀀺􀁆􀁬􀁬􀁭􀁭􀁬􀁬􀁓􀁴􀁢􀁥􀁟􀁯􀁦􀁟􀁾􀁨􀀮􀁲􀁤􀁡􀁮􀁤􀁦􀁬􀁬􀁭􀀮􀁗􀁨􀁥􀁮􀁲􀁵􀁢􀁢􀁮􀁤􀁷􀁬􀁴􀁨􀀠Method: AISC Spec!flcation for Structu",1 Joints Using ASTM
A325 or ASTM MOO Bolls Shelfllfe: ParlsA. B, & F -24 monihe the lace of. coin or knife thafllm should polish but notllakn or chip. Result Class B, 0.52unopened. at 7T'F Flash Point:
56"F, Seta Flash, mixed Reducer/Clean Up: Below 6O"F: MEK, RSK10 Above 6O"F: Reducer iI58, R7K58 or MEK,RSK10 Zinc Rich 6.07 COnllnuad on back 
6.07Industrial ZINC CLADTM III HSand ORGANIC ZINC·RICH EPOXY PRIMER Marine PART A B69A100 BASE PARTB 869V100 HARDENEROJatings PARTF 869D11 ZIHc DuST PRODUCT INFORMATION _.poIyumttoano
topcoat: Surface must be clean, dry, and in sound condition. Remove 1 ct. Zinc Clad III HS @3.0 -5.0 mils dft all oil, dust. grease, dirt, loose rust, and oiher foreign material 1-2
cts. AcroIon 218 HS @3.0 -6.0 mils dIIIct to ensure adequate adhesion. Steal, catalyzed epoxy topcoat Refer to product Application Bulletin for dstailed surface prepa1 ct Zinc Clad III
HS @3.0 -5.0 mils dft ration Infonnation. 1-2c1s. Macropoxy646@5.0-10.0mllsdlllct Minimum recommended surface preparation: Slael, cstalyzed epoxy topcoat: Iron & Steel: SSPC-SPS, 2 mil
profile1 ct Zinc Clad III HS @3.0-5.0 mils dft Galvanizing: SSPC-SP7 1-2 cts. TIIe-Clad HS @2.5 -4.0 mils dft Wealhered Zinc Rich Primer. Clean. dry, sound Steel, acrylic topcoat: 1 ct. Zinc
Clad III HS @3.0 -5.0 mils dft 2 cis. DTM Acrylic Coaling @2.5 -4.0 mils dIIIct or 1 ct. Fasl Clad HB Acrylic @5.0 -6.0 mils dft 00 not tint. Steel, waler based epoxy topcoat: 1 ct.
Zinc Clad III HS @3.0 -5.0 mils dft 2 cts. Watorllasad TII&-Clad Epoxy @2.0 -4.0 mils dIIIcl Steel, water·ba_ polyumttoane topcoat 1 ct. Zinc Clad ill HS @3.0· 5.0 mils dft Temperature:
40°F minimum. 12O"F maximum 1 ct. waterbased Tila-Clad Epoxy @2.0 -4.0 mils dft (air, surface. and malarial)1-2 cts. CenturIOn WB Urelhane@2.0. 3.0 mils dIIIet AI leasl 5"F above deW
point Relative humidity: 95% maximum Refer 10 product Application Bulletin for dalalled application imonnation. Packllglng: 3.25 gallons mixed Part A 1 gallon PartB 1 gallon Part F 73
Ib Zinc Dust Weight per galton: 27.63 ± 0.2 lb. mixed Refer 10 the MSDS sheet before use. Published technical data and instructions are subject Iochange wiihout notice. Contect your
Sherwin·WIIlIams representativeThe systems listed above am represanlative of the product's usa. Olhar systems may be appropriate. for additional technical daIa and Instructions. 
6.07AIndustrial ZINC CLADTM III HS and ORGANIC ZINC·RICH EPOXY PRIMER Marine PARrA B69A100 BAsE PARTB 869V100 HARDENERCoatings PARTF 869011 ZINC DuST APPLICA"rION BULLETIN Revised 2103
Zinc rich coatings require direct conlllCl between the zinc pig-Temperature; 40'F minimum, 120'F maximum ment in the coating and the matal substrate for optimum per(air, surface, and
malelial) formance. Surface must be dry, free from 011, dirt, dust, mill At least 5'F above dew point scale or other contaminants to ensure good adhesion. Relative humidity: 95% maximum
Iran & SIll'" (atmospheric service) Remove all oil and grease from surface by Solvent Cleaning 􀁴􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀁪per SSPC-SP1. Minimum surface preparation is
Commercial Blest Cleaning per SSPC-SP6. For betiler performance, usa Near White Metal Blast Cleaning per SSPC-SP10. Blast clean all surfaces USing a sharp, angular abrasive for optimum
sur· face pro1lle (2 mils). Coat any bare steel the same day as it Is cleaned or before tilesh rusting occurs. Galvan ..... d Steel Allow to weather a minimum of six months prior to
coating. SoiventClean per SSPC-SP1 (recommended sOlvent Is \lM&P Naphtha). When weathering IS not possible, or the surface has been treated with chmmelas or sl1lcalas, first Solvent
Clean per SSPC-SP1 and apply a last patch. Allow paint to dry at least one week before _09 adhesion. If adhesion is poor, brush blasting per SSPC-SP7 Is necessary to remove these treatmanls.
Rustygalvanlzlng requires a minimum ofHand Tool Cleaning per SSPC-SP2, prime the area the same day as cleaned or before flash rusting occurs. Weathered ZInc-Rich Primer Remove zinc salts
by either high pressure water washing and scrubbing with stiff bristie brush or sweep blest followed by water flush. Allow to dry. Note: If blast cleaning with steel media Is used, an
appropnala amount of steel grit blast media may be lnoorporalad into the wori< mix to render a densa, angular 1.5 -2.0 mil surface profile. This method may result in Improved adhesion
and performance. The following is a gUide. Changes in pressures and tip sizes may be needed for proper spray characteristics. Always purge spray equipment before use with listed reducer.
Any reduction must be compatible with the existing environmental and 􀁡􀁰􀁰􀁬􀁾􀀠cation conditions. ReducerlClean Up Below 6O'F ................... MEK, R6K10 Allove 6O'F ...................
Redueer#58, R7K58 or MEK, R6K10 Alriess Spray (usa Teflon pacldngs and continuous agitation) Presaura ........... ""...... " 2000 -2300 pai Hose .".......................... 318'10 Tip
""""""'''''''''''''''''''' .019" Filter ............................. none Reduction ..................... As needed up to 5% by volume Conventional Spray (continuous agltatlon required)
Gun ............................... Binks 95 Fluid Nozzle .................. 68 Alr Nozzle .................... , 68P Atomization Pressure ... 50 psi Fluid Pressut& .............. 10-20pai
Reduction ..................... As needed up to 5% by volume Keep pressure pot at level of applicator to avoid blocId09 of fluid line due to weight of malanal. Blow beck coating In fluid
Iina at Intermittent shutdowns, but continue agllation at pressure pot. Brush Brush ............................ Small areas only; natural bristle Reduction ..................... Not
recommended If spec!flc application equipment is Iislad above, equivalent equipment mey be subatitulad. Zinc Rich 6.07A continued on back 
Industrial and Marine Coatings Surface preparation must be completed as indicated. Zinc Clad III HS comes in 3 premeesured containers which when mixed provides 3.25 gellons of ready-ta-apply
melerial. Mlxtng tll$lructlons: Mix contents ofcomponent A and B Ihoroughly with power agItator. Make certain no pigment remains on the bottom of the can. Then COmbine 1 pert by volume
of Pert A with 1 pert by volume ofPartB,then add Part F (73lb zinc dust). Thoroughly agitate the mixture with power agitation. After mixing, pour through a 􀀳􀁾􀀰􀀠mesh screen. Allow
Iha material to sweat-in as Indicated. Re-stlr before using. ff reducer solvent is used, add only after components have been thoroughly mixed, after sweat-In. Continuous agitation of
mixture during application Is required, oIharwise zinc dust will qUickly settle out. APply peint at the recommended film thickness and spreading rate as Indlceted below; Recommended
Spreading Rate per coat; Wet mils: 5.0 -8.0 Dry mils: 3.0 -5.0 Coverage: 190 -320 sq II/gal approximele Nots: Brush applicatiOn Is for stripe coating and small areas only. Drying Schedula@5.0
mtla _@50% RH: @4O"F @77'F @120'F To touch: 45 minules 30 minutes 10 minules To handle: 2 hours 1 hour 30minules To recoat': minimum: 4 hours 2 hours 1 hour maximum: 1 year 1 year 1
year To cure: Pot life: 10 days 6 hours 7 days 4 hours 7 days 2 hours SWaaw...nm&: 1 hour 30 minutes 15 minutes Drying Vme Istemporeture. humidity, endfllm thlckn.ss dependant 'NOTE:
Film must be fige ofsolvent. hard end firm. When rubbed with the face ofa coln or knKelhe fllm should poIlsll but notflaks or chip. Application of coating above maximum or below minimum
recommended spreading rate may edversely affect coating performance. Clean spills and apaftem Immedlatelywith MEK, R6K10. Clean tools immediately after use with MEK, R6K10. Follow manufacturer's
sefaty recommendallons whan using any solvent 6.07A ZINC CLADTM III HS ORGANIC ZINC-RICH EPOXY PRIMER PART A B69A100 BAsE PARTB B69V100 HARDENER PARTF 869011 ZINC OUST APPLICATION BULLETIN
Stripe coat all crevices, welds, and sharp angles to prevenl early 1IIIIure in lhese areas. When using spray appUcallon, use a 50% overiap with each pass of Iha gun to avoid hOlidays,
bare areas, and plnhol.... H necessary, cross spray at a right angle. Spreading rales are calculated on volume sends and do not Include an application loss factor due to surface profile,
roughn.... or porosity of the sulfece, skill and technique of the applIcator, method of application, various surface irragutari.es, meteriatlosl dunng mixing, spillage, overthlnning,
climatic cor>dillons, and e_iva film build. Excessive raduolion of matenal can affect film build, appearance, and performance. Do not mix previously catalyzed material with new. Do not
apply the material beyond recommended pot life. In order to avoid blOCkage of spray equipment, clean equip.. ment before use or before periods of _nded downtime with MEK, R6K10. Keap
pmssure pot at level of applicator to avoid blocking of fluid line due to weight of material. Blow back coating in fluid line at intermittent shutdowns, but continue agltallon al pressure
pot. APplication above recommended film thickness mey result In mud cracking. Refer to Producllnforrnation sheat for additional performance chare_os and properties. Refer to the MSOS
sheat before usa. Published technicel data and Instruction. are subject to change without notioa. Contact your Sherwin-Williams representaIlve for edditlonal technical data and Instructions.

5.26Industrial and FAST CLADTM URETHANE 865-950 SERIES SEMI-GLOSS Marine 865-960 SERIES GLOSS B65V950 HARDENERCoatings PRODUCT INFORMATION Revised 2J03 FAST CLAD URETHANE Is a fast dry,
Single coat, aliphatic polyuraa urethane speci1icaily formulated for accelerated maintenance painting. • Fast drying minimizes dust and gm "pick-up" • Allows enUre malntenanca coating
systems to be completed in one shift • Single coat application • High build • No "outgassing" Flnlah: Sernl-gloss or gloss Color: Wide range of colors posSIble Volume Solids: 64% ± 2%,
calculated and mixed May very by color Walght Solids: 30% ± 2%, mixed vee (EPAMethod 24): 289 giL; 2.4 Iblgal. unreduced 335 gil; 2.81b1gal. reduced 10% (with RSK10) Mix RatIo: 4:1 by
volume Recommended Spreading RelAl per coat: We! mils: 10.0 -15.0 Dry mils: 6.0 -9.0 Coverage: 116 -174 sq IlIgel approximate Dfylnll Selledule@10'0mll.....t@8O%AM: @3S'F @T1"F @120'F
To touch: 1-112 hours 30 minutes 15 minutes To handle: 3 hours 45 minutes 30 minutes To cure: 4 days 2 days 24 hours PotUfe: 3 hours 2 hours 30 minutes SWeat-ln-T1_: None None None IlIyInglime10
iemperalu'e, humldll¥. sndfllm thiCkneSS dependent. ShelfUfe: Pert A 24 monlhs, unopened. at 77"F PartB 24 moolhs. unopened. al 77'F FlashPolnl: 20'F. PMCC, mixed Reducer/Clean Up: Balow80'F:
R6Kl0(MEK) Above 80'F: R7K216 Brush and roll: R7K216 Ideal for use as a finish coat for projecls requiring rapid retum to service, such as bridge maintenance painting. Use diradly over
organic zlnc nch primers. Can be used in var10us coatings applications where fast cureto-service Is desired, such as: • Bridges • Hand rails • Structural steel • High visibility areas
System Tested: (unless otherwise indicated) Substrate: Blasted steel Suri'ace Preparation: SSPC-SP10 or SP6 1 ct. Comthaoe I Galvapac @3.0-4.0 mils dft 1ct. Fast Cled Urethane (semi.gloss)
@6.0 9.0 mils dft Teeled In """"odDnco with NTPeP (National Transpona. don Product EvalusUon Program) requlrementa a. ouUlnad by AASHTO DBa/llnalion 􀁒􀀳􀀱􀁾􀀲􀀮􀀠Requiremenlll: Requiremenlll:
Abrasion Reshl!anco: MeIhod: ASTM D4060 CS17 wheel, 1000 cycles, 1 kg load Result 90 rag loss Adhesion: Method: ASTM 04541 Result: 825 psi ColTOlllon Weathering: Method: ASTM 05894.
15 cycles Result Rating 10 per ASTM 0714 for Bllatering Rating 10 perASTM 0610 for Rusting FreazelTbaw StebIIIty: Method: 30 cycles Result: No los.s of Patti Adhesion Sell Fog 􀁒􀁥􀀮􀁾􀀠Melhod:
ASTM B117. 5000 heum Result Rating 10 per ASTM 0714 for Blistering Rating 10 per ASTM 0610 for RustIng 
5.26Industrial and FAST CLADTM URETHANE PART A 865-950 SERIES SEMI-GLOSSMarine PART A 865-960 SERIES GLOSS PARTB 865V95O HARDENERCoatings PRODUCT INFORMATION Surface must be claan. dry.
and In sound oonditicn. RemovaSt .... I: all oil. dust. grease. dirt, loose rust. and oilier foreign malarial 1 ct. Corolllane I GalvaPac Zinc Primer to ensure adequata adhesion.@3.0
-4.0 mils dft· 1 ct. Fast Clad Urelhana @6.0 • 9.0 mils dft Refer to productApplication Bulletin for detailed surface preparation Information.Steel: 1 ct. Macropoxy 646@S.O-10.0 milS
dft Minimum recommended surface preparation:1 ct. Fast Clad Urethane @6.0-9.0 mils dft "Iron & Slaal: SSPC-SP6. 2 mil profile tiConcrel:elMasonry: 5SPC-SPl3/NACE 6 Concnrte. masonry:
"AlumlnumiGalvanlzing: SSPC-SP1 1 ct. Kem Cetl-Coat HS Epoxy Fillar/Sealar Spot Prime JTouch-up: SSPC-SP3@10.0 -20.0 milS dft 1 ct. Fast Clad Urethane@6.0 -9.0 mils dft tiprimer required
A1umlnumIGalvanlzlng: 1 ct. DTM wash Primer @.7 -1.3 milS dft 1 ct. Fast Clad Urethane @6.0 • 9.0 mils dft 1101 with 844 colorants only Into Part A at 100% tint strength. Five minutes
minimum of mll!Ing on a mechanical shaker Is required for oomplata mixing of color. 'Other acceptable zinc rich prim.lll: Zinc Clad III HS Zinc Clad IV TemperalUre: 20"F minimum. 120"1'
mal!lmum (air. surface. and malarial) AI least S'F above dew point Relative humidity: 85% mal!lmum Refer to product Applioallon Bulletin for detailed application Information. Pad<aging:
Part A: 1 and 4 gallons Part B: 1 quart and 1 gallon Weight par gallon: 12.0± 0.21b mixed. may vary willi color Refer to IIIe MSDS sheet before use. Published lachnlcal data and Instructions
are subjectto changa willlout notice. Contact your Sherwin-Williams represenlativ8 The systems listed above are representative of IIIe product's use. O1her syslems may be appropriala.
for eddftlonal technical date and Instructions. 
5.26AIndustrial and FAST CLADTM URETHANE PARrA B65-950 SERIES SeMI-GLOSSMarine PARrA B65-96O SElIIES GLoss PARTS B65V950 HARIlflNERCoatings APPLICATION BULLETIN Surface must be ctean,
dry, and in sound condition. Remove Temperature: 20' F minimum, 120' F maximum all oil, 􀁤􀁵􀁳􀁾􀀠grease, dirt, loose rust, and other foreign material (air, surface, and material) 10
ensure adequale adhesion. At least 5' F above dew point Iron & Steel (prlrnar raqulred) Remove all 011 and grease from surface by Soillent Cleaning RelaHve humidity: 85% maxlmum per
SSPC-SP1. Minimum surface preperation is Commercial Blast Cleaning per SSPC-SP6. For better performance, use Near Whije Malal Blast Cleaning per SSPC-SP10. Blast clean all surfaces uslng
a sharp, angular abrasive for optimum sur-􀁴􀀽􀀽􀀽􀀽􀀽􀁾􀁾􀀻􀀢􀂧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀀽􀀽􀁪face profile (2 mils). Prime any bars staal the same day as It Is Cleaned or before flash rusting
occurs. The following Is a gUlda. Changes In pressures and tip sizes Remove all oil, grease, dirt, oxide and other foreign material by Aluminum may be needed for proper spray characteristics.
Always purge Solvent Cleaning per SSPC-SP1. Primer required spray equipment before use with listed reducer. Any reduction must be compatible with the existing environmenlal end appliAllow
10 weather a minimum of six months prior 10 coating. Galvanized Steel cation conditions. Soillent Clean per SSPC..sPl. When weathering Is not p0ssible, or the surface has been trealed
with chromates or slllReducer/Clean Up cales, first Soillant Clean per SSPC-SPl and apply a test patch. Below IlO'F ................... R6K10 (MEK) Allow peint 10 dry at leest one week
before teating adhesion. If Above 8I)'F ................... R7K216 adhesion Is poor, brush blaating per SSPc..sP7 Is necessary 10 remove these treatments. Rusty galvanlzlng requires
a minIAlrlesa Spray mum of Hand Tool Cleaning per SSPC-SP2, prime the area Pump .,.......................... 30:1 minimum the same day as cleaned or before flash rusting occurs. Pressure
....................... 2800 -3000 psi Poured ColICrela Hose ............................. 318' ID New lip.................................. 017' -.021' Forsurfaca preparation, raf:ar10
SSPC-SP131NACE 6. Surfaces Filter ............................. 60 mesh must be clean, dry, sound and offer sufficient profile 10 achieve Reduction ..................... "" needed upm
10% by llniume adequate adhesion. Minimum substrate cure i.28 days at 75'F. Ramve all form release agents, cuting compounds, salls, ef· Brush (small areas only) florescence, lailance,
and other foreign matter by sandblastBrush ............................ Natural Bristie ing, sholblasllng, mechanical scarification, or suilable cheml· Reduction .....................
R7K216, up m 10% by IIO/Ume cal means, ReferloASTM 04260. Rinse thoroughlyloachieve afinel pH between 6.0 and 10.0. Allow 10 dry thoroughly pticr RoUer (amall areas only) 10 coating.
Cover ............................ 1/4" woven with phenolic core Old Reduction ..................... R7K216, up m 10% byllO/Ume Surface preperation is done in much the same manner as
new concrete, however, 􀁾􀀠the concrete Is contaminated with oils, If speoific epplication equipment is listed above, equillalentgrease, chemicals, etc., theymust be removed bycleaning
with equipment may ba subetilutad. a strong detergent Refer 10 ASTM D4258. Form release agents, hardeners, ate. must be removed by sandblasting, shotblasting, mechanical scariflcation,
or suitable chemica! means. Ifsurfacedetetioretion presentsan unaccaptably rough surface, Kern Cati-Coat EpoxyHS Fllier/Seaier is recommended 10 Patch and resurface damaged concrete.
FlU all cracks, voidsand bugholes with Shar-Plete Epoxy Patch. AIwaya follow Iba ASTM methode listed below: ASTM 04258 Standard Precllce for Cleaning Concrete. ASTM D4259 Standard Practice
for Abrading Concrete. ASTM 04260 Standard Practice for Etching Concreta. ASTM 04263 Plastio Sheet Method for Checking Moisture In Concrete. SSPC-SP 13/Naca 6 5.26A 
5.26AIndustrial and FAST CLADTM URETHANE PARrA 865-950 SERIESMarine PARrA 865-960 SERIES PARTB 865V950Coatings APPLICATION BULLETIN Stripe coal all crevice., welds, and sharp angles
to prevent early failura In these areas. Mix contoots of each component thoroughly with power agitation. MaKe certain nc pigment remains on !he bottom of !he Surface preparation must
be completQd as Indicatad. When using spray application, use a 50% 􀁯􀁶􀁥􀁾􀁡􀁰􀀠with each can. Then combine 4 parts by volume of Part A with 1 part by pass of !he gun to avoid holidays,
bere areas, and pinholes. If volume of Part B. Thoroughly agitate !he mixture with power necessary, cross spray at a right angle. agitation. Spreeding rates are calculated on volume
solids and do not 􀁾reducer solvenlls used, add only aller bOth components have Include an application loss factor due to surface profile, roughbeen thoroughly mixed. ness or porosity
of the surface, skill and tsohnique of the applicator, method of application, various surface irraguiarilles, Apply paint at the recommended film thickness and spreading materfsllost
during mixing, spillage, overthlnnlng, cllmeHe conrate as indicatad below: ditions, and excessive film build. Recommended Spreading Rats per coat: Excessive reductton of malarial can
affect film build, appearWet mils: 10.0 -15.0 ance, and adhesion. Dry mils: 6.0 -9.0 Coverage: 116 -174 sq fIIgal approximate 00 not apply !he material beyond recommended pollH'e. Drying
Schedule@10,Omlls_@50%RH: 00 nol mix previously catalyzed material with new. @35'F @77"F @120'F To touch: 1-112 hours 30 minules 15 minutes In order 10 ovoid bloc1<ege of spray eqUipment,
clean equipTo handle: 3 hours 45 minutes 30 minutes ment before use or before periods of oxtended downtime with TO cum: 4 days 2 days 24 hours Reducer R6Kl0 (MEK). PoiLHe: 3 hours 2
hours 30 minutes When used as part of a repld reooat aystem for Mdg8 malntananee painting over Corothane I Galvapec Primer, uS<! 4 oz.Sweal-In-Time: None None None per galion of the
KAAcoelerator, B65V11, B65V11, In the Galvepac DtyIng time Is I!!mperature. humidity, and film thk:lmess dependent. 􀁐􀁾􀁭􀁥􀁲􀀮􀀠This will allow Iopoceting within 1-2 hours. Application
of coating above maximum or below minimum recMixed coating is sensitive to water. Use waler traps In all airommended spreading rata msy adversely affect coaling parlines. Moisture contact
cen reduce pot lim and affect gloss andformance. color. Refer to Product Information sheet for additional performance eharae_cs and properties. Clean spills and spatters Immediately
with Reducer R6K10 Refer to tho MSOS sheel before uso. (MEK). Ciean tools Immediately aller use with Reducer R6Kl0 (MEK). Follow manufacturer's safely reoommandatlons when Published
technical da1a and instructions are subjectto change using any solvent. without notice. Contact your Sherwir>-W1l11ams representative for additional tsohnlcal data and Instructions.

Archer Western Contractors NOV 09 2004 HNTB CORPORATION DALLAS. TEXAS November 9, 2004 Letter: HNTB -18 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr, Guy Van-Baulen
RE: Town of Addison Arapaho Road Phase III Project No, 04-22 Metal Painting System PC0#24 Dear Guy: In accordance with conversations with HNTB and the Town of Addison, Archer Western
is submitting product and pricing information the following paint systems for the steel parts of Arch, Stinger, T -4 Rail and Pedestrian Rail: 1, Devoe -Devshield 4328 -Without Clear
Coat = $33,357.29 2, Devoe -Devshield 4328 -With Devthane 379UVA Clear Coat =$47.267.45 3, Tnemec -High Build Epoxoline 66 & Endura-Shield II 1075 W/O Clear Coat =$69,705.23 4. Tnemec
-High Build Epoxoline 66 & Endura-Shield II 1075 W Fluoranar 1076 Clear Coat = $132,262.60 These prices are minus the Costs for the TxDot System II Paint. The Paint Product information
is enclosed If you require additional information, please contact Andrew at our field office. Sincerel w Schneemann Ass!. Project Manager Enclosure XC: Ben Withered Don Good File 2121
Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640,3898 Fax: 817.640,8734 www.walshgroup.com A Member alThe Walsh Group An Equal Opportunity Employer 
• TXDOT SYSTEM II BID PAINT SYSTEM 
PAGE 63/28ll/aS/2664 a9:43 2812a91774 KING FAB TX DOT 810-E PRIME COAT (SYSTEM II) B69AVJ002 SIZE CODE 36Industrial andMarine CoatingY 8690210 Tx nor81()'E:Prime Co<II Is an epoxy me
rich ¢m... msda 10 Tx POT fomlllIatIon. 1'fIOTI!C110N S'I'UT1:M R PRODUCT INFORMATION KIt _slot. of on.. aallall of Bll8A.11 and EHl9VJ1 Blldges (Stool) New <:oosInlc1lon and ""*" i
": ... FInIaI1: Flat Thill Product I. manufactUred 10 Tx OOT fonntJfalfon sped!!lIbIumoIt SolIds: 56.1% Mlxetl ""aon. and insped:eld In our Garland facilily. VOO: RedlJced at 1/2 pint
pI!<' gal 400 􀁧􀁾􀀠'Ia.h Palnt: 00 "F. R.commended ilfInNldlng R ..... per COal: Wet mils; 3.5 to 10.0 Ory mn.: 1.7510 5.0 COVerage: 400 sq ftlgal approximate Note: B/USIl Of roll appIicat)Qn
may require multiple ooals 10 adlilM' msldlnUm film lIliciutoss and unlfomllly of appearS""". DryIng Schedule @lU mils _@50% lUI: @77'F 30 minutes 2 """IS 2 hours 􀁾􀁬􀁡􀁡􀁮􀁕􀁰􀀬􀀠Sweat-in-timo:
30 mlll\Jf.Bs SheW Life: 1l! MonIlls • unop9lll!d. at Tf'F. 
KING FAB PAGE 04/2811/05/2004 09:43 2812091774 JndustrialandMarine Coatings TX DOT 810·E PRIME COAT (SYSTEM II) 869AVJ002 SIZE CODE 36 8690210 May bltlll'l'lIed over pr!lpOIIy prepa"ld
StIer Bridges, fIJI' New conslnlctlon and mplllnt. Pruia<:tt0ll Sptam H. Apply in 2 coallllc yield 3.5 10 10.0 mils d1t. SlJrface must b .. dsan. ay. and in sound COIldltiOn. Remove
all oil. dust, grease, dirt. 100M rust, and (]\11111" li>nl!gn material to MSun. adequate adhesl!ln. Refer to bOOT Tape Test fot addIIIanal OMiace prIII)Gta!ion lnfonnaUQn. Minimum rnoomtnetIded
SW1i.Iea preparation: T.ooT CI_ A Siasl Clean. R<ronove visillle rust, pain!, mil scale, and oIIIerfonm at'COIIIamlnaUon. TIle blasted a...a 􀁾exlllIl!! a IJI1ifoml surface appearanc:e
wilen viewed wiItl the uneldl!d _ (2().2!l vllllon).Similat ID Near-While BIas! Cleaning. SSf'C.SP10 OR NACE 2. lint 00 notan! "", "",.. Tamperalllre: 4O'F minimum. 100'F maxmum (air.
surface, and mlllS!fa» MoleaQt 5'F ab0V8 do!w point _live humidity: 85% _um I Do not allow prodtJct 10_ i Refer to product AppIIcaUon BoIeUn for delslled applicaUQn , infonnation. PaolIlIglng
1 galion 1>0 ... 􀁾􀀹􀁁􀁊􀀱􀀠1 gallon hardnar 8e9VJI 1 KeG BS90210 Weight par unit 631b per keg unit 8690210 18.4511> per box (basei hardner) Refer fD !he MSDS sheet before -. PUblished
technic:al data and inll1!\lCtiOOs "'"subjoctlochange TIl& 􀁡􀁾􀁳􀁴􀁥􀁭􀁳􀀠Ifsted above are !1!pl'eaGnta1ive of !he product's ; wi1IIout noUce. Contact your ShtlfWir!-Wll!lams 􀁾􀀠......
OIhar sysI1ImS 􀁾be appropr!a!&. ,Ifat additional technical data and inslnldlom. 􀀬􀁾􀀠 
PAGE OS/2811/65/2004 09:43 2812091774 KING FAB TX DOT 810·E PRIME COAT (SYSTEM II) 869AVJ002 SIZE CODE 36 B690210 Industriol andMarine Coatings APPLICATION BULLETIN 5ur1i1c:e musl be
clean, dry, and n scond condition. Remove 4O"F minimlrn. 100'F maximum (air. 􀁾""II malerial) TxDOT ClaIR; A BlIISI Clean. RemOVll 1IIsIbie rust, paint, 􀁢􀀽􀀽􀁾􀀠l1li 􀁯􀁾􀀬􀀠dust,
greaae, 0Irt. ICIose rust, and other fonlign material to eo""", adequate adhesion. Refer to TxOOT Tllpe T86t MInimum """""mendad sulfaQl pmpara1iorr. mill scale, and OIIIor10_ <>fcontsm!naticn.
The blaslild anIS .IlaD exIlIbIt auniform surface appesmnce .nviewed wfth ihe unalded ElY" (20-20 vision).Slmilar 10 Nea...wnil.e BlIISI CleanIng. 8.SPC-SP10 OR NACE 2. At loast 5'F
above dew point Relative 􀁨􀁴􀁊􀁭􀁬􀁤􀁾􀀠85% "",,"mum Do n"UII<wt to fnIem ThIl following Is a gulda. Changes In 􀁾and tip slQs may be needed for ptOpGI" spray dllllSCUli istics. J\Iway!I
purge spray Gqulpment 00f0", """ wItb I/oIad 􀁾􀁵􀁟􀀮Any reIIUdion must be compatible wItb !be GldBting emliranmental and .. _ cation conditions, 􀁒􀀢􀀢􀁑􀁾􀁬􀁡􀁡􀁮􀀠Up: ......... MEl<,
Katones Afrl.... SpIl\Y """"""'" .................". 2000 psi H_ ............................. 114' 10 ilp .................................. 015"-.019' Allar .............................
60 """'" RadUction ..................... "" need!Id., up to 1/:2 pintpel' galien eam.nUOI1al Spray Gun ............................... SInks 95 Auld N=Ie.................. 66 J\Jr No:zzle
..................... 63PS A1omization Pnlssurn ... eo pal FluJd Pnlssure ...........-. 25 psi Reduction ..................... a. needed up to 112 pint per gaHon Bnlah Brush .•....................
...... Natural Bristle ReductiQn .................... Not recomlMl'l<lecl Rollar Cover........... _ .............. 318" _ wfIh phancllc ccm Raducdon ..................... Not recommend!ld
If .pe-cific appll<:8tion equipment Is lisIIIII abow, equiYalent squipment may be subs1Itullld. 
KING FAB PAGE 06/2811/65/2064 09:43 2812691774 Industrial andMarine Coatings TX DOT 810·E PRIME COAT (SYSTEM II) 869AVJ002 SIZE CODe 36 869D210 APPLICATION BULLETIN Mlldng I_ca"",,,
One complete kit ",,,,,,1sIll of one galon) oartan CIX1Ialnlng!he1lqu1d po<!Icn!I and ana 3112 g.,,,,,,, buokst contalnlng lhe zinc dust. Thorooghly mix ptrions befDno poIIril'l!lil1em
Into a suitable ctean mlldng conIsInor. If1I.mhar lhlnning is """'*1 a sma. amount of MEl( or Keton., comIIlnaUons lMnJof C1f slmU. 􀁾solvenllTllilY be used. Mlldng ollbe liquid porOOns
shall be done at least 30 minutes (induction time) before us•• M.r induction stir 111. liquids, adding the 2!no dust slowly. CalIin"" ID stir until aU !he :tino dust Is complGtely dlsplll'Ged.
Strain before WIIng•. 􀁾paint at the recommended film 1hId<ness and spreading rate "" indl""tad bar-RacamlMnded Spreading Rate Per Coal: wet mils: 3.5 to 10.0 Dry mils: 1.75 to 5.0 eowrag.:
450 sq ft 19a1 appmxima!e Nan:: Brush or mI aptlilcatlon may ""Iulre multlpi<;l coats to achl_ maximum film lhlckness and unlformi\ll of app.... r· anoo. Iltying SdJeciute @6.D mila
wei and 50% RH (p'T'F Toloucll: 30 mlnutBs To handkl: 2 􀁾􀁯􀁵􀁲􀁳􀀠 To reeoat 2 hours sweat·l....l1me: 30 Minutes Drying time Is temperature, humidity, and film tl!lcI<MSII WI1III1
using spray appN:ation, use «50% overlap wIttt each pass of !he gun In avoid holklays, b_"""'.. 00l<! pinhOles. If necessary. """'" spray at • rlght angle. $pre!ldlng ""as an> coIculatBd
on wNme solido and do not include an appllcat/ot! loss fador due ID surface jl!t>fife. ",ughness of pCIfOslIy of th.. surface, sidll and ladIoique of !he applicator. method of application.
vnUII surface itregulari!ll!s, mlll:erial lost durtng mbclng, spillage, O\IBI1hinning. tllrnllllc oondl!lons. 11M exce!!!liVe film build. !Wetto Product 11I[u""atton sheet fur addilfonsl
perfoo1l laOOO ohIIracterl$1lc& and properti.... ReIer IIJ the MSDS shMt b<Jfore use. PuIlished IeeImic:aI dala and illll1lUcIions an􀁜􀁉􀁜􀁉􀁢􀁩􀁅􀁬􀁇􀁴􀀱􀁬􀁊􀁾􀀠without nob. Conlacl
your ShIll'NlltWllia'n tefJ"j...,1a1ilie for additional technl<:al data and insIIUCIIons. 
PAGE 07/28KING FAB11/05/2004 09:43 2812091774 Industrio1andMarine Coatings TX DOT 742 H GRAY APPEARANCE COAT B29AJ1000 742 H GRAY API'EAfCANC£ COAT Is " topcoeI mad. '" li< DOT formulation.
Can be used t.,.,li< DOT Sys!8m I or II. Bridges (steel) New construdlon and repainL PRODUCT INFORMATION finish: Flat Thia prodUct Is III8I'1UfacIunKI to li< DOT formulllllon opGdfications
and 􀁩􀁉􀀱􀁾in oor Gartsnd facilit;y 49% voe Thinned 112 plnt per gal 450g/l Recommended SpnJadlng Rata poor COII!: WeI mils: 4.0 Dry mils: 2.0 Coverage: 400 sq ftigal "Il!)II>ldmaIe
D!ylng Sdtedula @4.0 I'IlIa _ @50% RH: @7M' To touch: 30 mlnu\es To handle: 2 hau", hlfUfa: 12 month!!, unopened, at 7rF FIaah ""'lit! 78 oF, !>Mee Rel!uClll'la.n Up: )(pma, Mek(l(etcnes

PAGE 08/28􀀱􀀱􀀯􀁾􀀵􀀯􀀲􀁥􀁥􀀴􀀠09:43 2812091774 KING FAll TX DOT 742 H GRAY APPEARANCE COAT Industrial andMarine Coatings B29AJ100a PRODUCT INFORMATION Over prepond sysIBm I or n I
ooat B29AJ1000 @:2 mils dI't. Nola: System I or II OOIIlings, including field IOIIcIHJP.sl10uld be allowed !D <Un! pIIor to the eppli<8tlon of Tx DOT 742 H GIay AppesI8llCe coat 10 acccrdance 1I\'I1II the ftJlIowlng oc:hedl.lle. T7 'I' ar.d ab!M'l 2 days 65 to 77 'F 3 dall'l
55 to 65 'F oJ dall'l 40 10 55 'F 5 days Wha" CUl& of pmlously awtJed paint Is in doubt, the 1;>1119 """ be c!etarmlnad by tile !clawing test. Using modmate to MIlVY pressure, place
thumb <In palnt aurftIm 8I1d apply • lwisdng molfon. If the paint 111m gives or twists with the lhumb, tile _9 10 net thDroughty ""nod. Surfaal must be clean. dry. end In !ltlUIld condition.
Remove 1II1011, dUst, 9""'"'" dirt, Icose rust, end oIher foAlign malarial to en9tJt9 ad8QUSle adMslon. Refer to Tx DOT Tapa Thst fer additiarJlil surface preparation InformaUon. 'Tint
Do net Un! 4O'F minimum, 100'F f1laXi'nIJm (air, surrace, and malIKIeQ At least S'F .IxM> deW p<JII\t 1!5%mOldmum Rarer 10 the MSOS BIle before use. Publllllledl!ldlnl<:aldata and Ins_ens....subjectl
a dlange wiUlout notlce. Contsct your Shel'Nln-WMllllms repn!!lenlallw fer ad<fltionallll<:l1nlcal daIII and inatrw:lions. 
PAGE 69/28ll/E!5/2E!1iI4 09: 43 2812E!91774 KING FAB TX DOT 742 H GRAY APPEARANCE COAT Industrial andMarine Ccatings B29AJ1000 APPLICATION BULLETIN SUlfa... must be clean, dl)\ and In
"""nd ccndiliat1. Remove aU oil, dUst, grease, dirt. loose rust. aIlei other foreign maI!l!iaI ro eosure adequ. acIIleoion. Refer 10 Tx DOT Tape Test for additional surfaeiI poopara1ion
InlOrmation. 4O'F minimllm, l00'F lMlCImumTempel1l\lJre: (air, ourfaoo, and material) At 1_S'F above dBW point 85%maJdmumRaIaUw mmkllty; The following III II guide. Chsngol$ in prsssums
anel tip sIzIlS may be nee<led fQr prop...spray cIlaraclerislics. #tnsys purge !!pray equipment before ..... WIU! 1!sIed reducer. Arry reduction must be compatible WIU! the 􀁾environmental
and III'Pi!cation oondltion•• 􀁒􀀮􀁾􀁃􀁇􀁲􀁉􀁃􀁟􀀠up: ......... 􀁾􀀬MEK ... Kstooa 􀁾􀀠 Alii.... Sp.ay I'ressure ....................... 2500 psi Hose ............................. 1WIC
TIp ..................................015" Redudlon ............. _ ..... "" needed. up ro 112 pint per gal BNSI> Srush ............................ N_I emile Raclucllon .....................
Nat recommended Roller Cover ............................ 318"..1/Z' _n WIU! p/lonollc core RacluCiion ..................... Not recommended If spe<:Ifte application equlpmel1t f. lilted
abcw. equlllllient squfpment may be subs!ll!.!b3d. Nata: !!rush and ..,..,. applical;cn will mqulnl use of a sloW AramaUc !IOIvent. 
2812691774 KING FAB PAGE HI/28 TX DOT 742 HGRAY APPEARANCE COAT B29AJ1000 Spmdlg rates a", c:aicllllllSd on volume scid:s and do nat include an appIit:aIIon lossfactDr dlJlll!> SI.lIf.Ica
polite. raughness <If pcn:>Sity of 􀁴􀁨􀁾􀀠SI.Im-, sl<lII and I8dmlque of the applicator. mel!!od <If appIica!ian. WriOllS surfaoa imogulartlles. malarial lost during milling. spmagB.
overUmmil1\l. dlmallc conditions. and 􀁥􀁾film bfJIkI. Refer I!:I Pr;>duc! ll1fannaIIon sheet lor edd!U<lrull perfonnance c:IIaraclerls!lcs and pltlpel\iB$. 􀁾to !tie MSOS eheet befom
use. Published!aChni1!3l dam and lnalructiatla818 IIUI1JIICtfo change \\i1Ilout noIiat. contaCi 􀁾􀁾􀁗􀁬􀁊􀁊􀀢􀀧􀁲􀁭􀀺,._,tati... tor eddltionallllCllnical data and iMIrudIons. time
i. lempel'8!tJre. humidity, and film thlcl<n••• IndustrialandMarine Coating; stImng bDfore u .... J\jlply paint atthe reecmmended film 􀁾end spreading /IllS l1li indica1ed below: Recommandod
Spnlllding Rate par coat: _mB9:4.0 DIy mils: 2.0 CovCIIIlge: 400 sq It 19a1 apprcOOmale NarE: NarE: erush or roll appIk:etion InaY ""I""" mulllplo coats to achieve _um ftlm thid<rl&...
IiIlId unifannily of appea.... onCG. Il!yII1\I SChodtlle 0 8.0 mil .. WIlt MIld !lO% RH To toud!: To handle: Note; S)'Ot1!m IOf II coatings, including Iie!d touolHlp. should be allowed
!D Cll", prior to th" application ofTx DOT 742 H Gray AppeamIlC8 Costin aeconfl!l1C<! with 1M followtng schedule. 77 OF and abQve 65fx)77"F 551065 of 4610 55 'F Wh!lll ""'" af previously
applied paint Is In doubt, the Q,,," cen be _ned by lila !l:>lCI'.IW!ng tsot Using l'IlOdemtB 10 heavy JIAII'SUI'G. place thumb on paint SIIrfiK:G and apply a 1w1stIng./IIOIIon. If the
paint film gm Of twists with 1M lbumb. the coaIlng is I)Q\ lhoroughty cured. APPLICATION BULLETIN MlllIlllllnstnll,tlOI1B; MIx pUtt U1ornugh!y by btlldng and 
DEVOE PAINT SYSTEM 
􀁾􀀧􀁊􀁬􀁪􀀧􀁬􀁾􀁬􀁆􀁪 􀁾􀁈􀀧􀁇􀁈PERFORMANCE .. 􀁪􀁩􀂷􀀧􀀻􀀧􀁉􀁉􀁾􀁴􀀴􀁏􀁪􀀠 PRODUCT DESCRIPTION Generic: Aliphatic Acrylic Uretnane Genera' QtseriptjtJno A high performance, two-compo
.. nent chemically-cured clear aliphatic urethane finish for use in 􀁡􀁲􀁾􀀠where maximum gloss retention is reqUired. Typical Uses: For use on properly prepared and primed steel, concrete
or steel floors, masonry, drywall, plaster, metal, concrete block, galvanized, aluminum, poured concrete, and glazed brick. Ideal for use on exterior or interior strucb..ual steel, piping,
metal buildings, control · cabinetry, conveyors, pumps, storage tanks, motors, machinery, and transportation vehicles, Can also be used in the hard service areas of food processing plants,
dairies, schools, restaurants, hospitaJs, correctional facilities, factories. stadiums, arenas, and amusement parks. Special QualificatjOns· Suijable for use on structural surfaces or
surfaces where there is a possibilijy of incidental food contact in commercial food preparation establishments, food processing plants and iederally inspected meat and poultry plants.
USDA no longer requires or furnishes product certification letters. FEATURES Advantages: • Exceptional gloss retention .. Excellent abrasion and chemical resistance • Higher solids and
higher film build than typicalurethane finishes • VOC compliant urethane " Easily applied by brush, roller Of spray " Excellent resistance to marring, chipping, and scratching • Provides
added protection to urethane color coats and epoxies where used on floors. " Gloss Cisar contaings UV absorber • Gloss Clear may be used over Devthane 379 Enamel for improved weather
resistance • 􀁐􀁥􀁲􀁦􀁯􀁲􀁭􀁡􀁏􀀨􀀺􀁾􀀠alternate for DsvthanE> 369 and 4708 §mIfiti Resiota""e: ExceJIen! resistance to most graffiti materials such as spray paint, magic markers and
lipstick. GentaCl your ICI Devoe Geatings Representative for more information on !he grnfflti removing cleaner 10 service your needs. Umitation" of.Use: CoIqr "'i'Y change as temperature
approaches 250'F (121 'C) limij, but the film will remain intact. Not recommended for exterior use over epoxies, alkyds or oil-base paints. Not recommended for inlErior use ever alkyd
or oil-base paints. Flat Clear should nOl be used for graffiti AbraSiOn ReSistance" (ASTM D 4060) -Very Good Humidity Resistance: (ASTM D 2247) -Very Good IiIl"F (lti"C) 8O"F (Z7"C)Substrate
Temperature 4tl"F (4"C) 3 Hours Dry Hard Minimum Recoat 10 Hours U Hours 18 Hours Marimum Recom >32 Hours 24 Hours Sell 2WeG::ks 2 Weeks 2 Weeks Ventilation, film thicknsss. humidity.
thinning and olhCr factors can Inftuence the r:;lte 01 dr)t Warnioo· Tile above table provides guidelines only. Always cor'lsull your ICI Devoe Coatings SpeCialist tor appropriate recoal
windows since the maximum aged recoal time of this product may be significantly shortened Or lengthened by avariety of conditions, including, but not limited to humidity, surface temperature,
and the use of additives or thinners. The use of accelerators or force curing may shorten the aged recoat of individual cOalings. The above recoat windows may not apply if reooatlng
with aproduct otller than those listed above. If the maxi· mum aged recoat window Is exceeded, please consult your ICI co Industrial Coalings Specialist for appropriate recommendations
to enhance adhesion. Failure to observe these precautions may result in intercoat delamination. Shelf Life: Over 24 months at 77'F (25'C) -unopened Hardn,,,,, IASTM D 3363, 7 day cure
@IT'F(25"Cl: 4H Mix Ratjo BvVolume: 4 (base): 1 (converter) -see mixing instructions, . Induction: None required -see mixing instructions. Pot Ute; 4 hours @77'F (25'C) & 50% R.H. DEVTHANETM
􀀳􀀷􀀹􀁕􀁖􀁾􀀠 Clear Aliphatic Urethane Finish Cat. # 379K0036 Gloss Clear Cat. # 379K0020 Flat Clear SPECIFICATION DATA Color: Clear Finish: Gloss -90 units minimum @60'(379K0036),
Flat"" 30 units maximum @85'(379K0020) Reduction Solvent: T-9 for spray, T-17 for brush or roller. Clean-up Solvent: T-9 Thinner Weight/Gallon: 8.5 Ibs./gal. (1.01 kg/L) VOC (EPA 24):
3.0 IbsJgel. (360 gil) Solids ByVolumQ; 57% Theoretical Coyerage. at 1 0 Mil (25 microns) Drv· 914 sq. ft. (22.4 mOil) Recommended FilmThickness: 2.0-3.0 mils (50-75 microns) dry -4.0-6.0
mils <100-150 microns) wet Systems: Please consult the appropriate system guide, the particular job specification or your lei Devoe Coatings' Industrial Coatings Specialist for proper
systems u.ing this product, Systems must be selected considering the particular environment involved. SeN;" Tempemure Umits-250°F (121 °C) dry Mlnlmym oryTIme (ASTM D 1640\-At 3 mils
(75 microns) DFT -----------"", .......... .......-._-_...... ..::.r 
GENERAL SURFACE PREPARATION 'All .urfa""" must be sound, dry, clean, Iree of oil, grease, dirt, 􀁾􀁩􀁉􀀾􀁕􀁬􀀧􀀡􀁹􀀠l'lIintl!d Surfaces: May be applied as a prote¢tive mildew, form release
agents, curing compoundsj lOO5G and 􀂢􀁨􀁾􀁡􀁲􀀠coat to two<'COlTlponent cotored 􀁰􀁯􀁉􀁹􀁊􀀮􀁬􀁲􀁾􀀱􀁨􀁡􀁮􀁥􀀠coatings and flaking paint and other foreign $ubstanoes. epoxies for interior
US!!. Not recommended over alkyd or ai!besed paints. DIRECTIONS FOR USE IiIlliJl.g; DO not·tint. Thinning: Thinning is not nonnally required. However. depend· ing on local VOC and air
quality regulations, small amounTS (5% or less) 01 the solvenls on the reverse page may be added. Small amounTS (5% or less) 01 Devoe Coatings T-17 Thinner will improve roller or brush
applications. If local VOC and/or air qualIll' regulations are not an issue. and depending on the Individual set-up of the spray equipment, addHional1l1inning may be allowed 10 obtain
the desired Individual finish. Contact your local ICI Devoe Coatings Representative for additional information. Mixing: DEVTHANE 379 Enamel is a two-comllilnent product supplied in 5
gallon or 1 gallon kits which contain the proper ratio 01 Ingredients. The entire contents of each container mu.t be mixed !oge!her. 11 is imllilrlantlhat all miXing equipment 1$ free
of moisture and that moisture does not contaminate the coating. Mix lhe base Ililrtion to obtain " smoolh, homogeneous condition. AIt&r mixing tlhe base portion, add 111. 􀁯􀁯􀁮􀁶􀁥􀁲􀁴􀁾􀁲􀀠slowly
􀁷􀁾􀁨􀀠c0ntinued agitalion. Mix thoroughly. 1l1e pot life Of tlhe mixed malarial 1$ 4 hours at Tr (21;·C). Higher temperatures will reduoE> working life 01 the coa!lng; lower temperatures
will increase It. Application! Apply by airles. spray, air spray. rollar or brush. For ainess spray, any air, electriC, or gas operated airiE>ss ,player capable of 3,000 psi (207 bars)
and able to support a .011" to .017" np sizes can be used. Multiple guns and long nuid lines require pumpe wiIh adequate capecity. For air spray applire!ion, use a Gmeo 11800 gun; a
.070" or larger fluid lip. Adjust fluid and air prassu"" 10 gel a good spray pa1tem. NllIII: 6e sure all spray equipment and fluid lines are clean, and free of water or solvents. For
brush application, use good quality, dry, clean brushes. For roller appJic.ation use new, short nap mohaIr rollers.. Do not apply over we! surfaces or under very humid condftlons where
condensation or fog could sel1le on the coating during the cure process. SpmAdlng Bate! For maximum protection in corrosive areas, apply at 335 sq. ft, per gallon (13.2 m'lL) or 3.0
mils (75 microns) dry-4.8 mils (120 microns) wet. In mild to modetate exposures. apply at soo sq. ft. per gallon (12.21; m'/L) or 2.0 mil. (SO microns) d1)l""3.2 mils (80 microns) wet.
Make allow'mce for any 10SllllS due to ove!'Spray or surface irregularitles. Dry 11m..: At 8O"F (27'C) & 50% R.H., dnes to recaat in.S hours and dries hart! in 16-24 hours. .Clean-up·
Use T-9Thinner. Cute Acceleration; Devthane Cure Accelera!or 070AOOOO may b. used to accelerate cure of this urethane at or below 4O'F (5'C). 070AOQOO us prepackaged (5 fiuid ounces
in a onehaH pint oontainer) for field addition. The addition 01 one to two ounoes par gallon of urelhane (one !o two comainers per liVe gallons of urethane) will decrease the dry hard
lime approxi, mately one-third to "n",half respectively. The pot lile will be reduced one,haH to mree·fourths. Utr:a·Vio!et Ught /ll;!lIQTtwrs (UVA)' DevI!1ane Utta-Violet Uight Absorber
OSQAOOOO is already contained in Devthane 379 Clear Gloss. Additional <3193'$ Ralantion Enhancer is not required nor desired. DeVlhane Gloss Retention Enhancer is not recommended in
Devthane 379 CI.", Flat. PRECAUTIONS For industrial use only. Keep out 01 reach of children. Consult Material SlifeI)' Oata Sheets appropriate for this proouellor important health and
salsly information prior to use. HMIS DATA Freight CI.soIflcallon: Flash Point: Packaging: SHIPPING Paint. 3, PG III. UN128a (Rammable Liquid) 80'F (27'C) 1 gallon kit (3.785L) 5 gallon
kit (18.9.25Ll 0.80 gallon base 4.0 gallon bilse 0.20 gallon converler 1.0 gallon converter Shipping WliUhl: 4 -1 gallon kits -40 Ibs. (18.2 kg) 5 gallon kit -49 Ibs. (22 kg) • 01__•
Ohio, U.S.A. 􀁾􀀲􀀶􀀱􀀶􀀠www.dlWOeooatings.com It>6OO£6lBC : 'ON Xtl.:l 
DEVSHIELDTM 4328 Interior/Exterior Alkyd Urethane PRODUCT DESCRIPTION G!!!'!e,lc: Alkyd-Urethane General !)escriplion: A premium quality interior/exterior alkyd-urelhane gloss enamel
for use on wood or above grade concrete porches or floors not laid 􀁤􀁩􀁲􀁥􀁣􀁾􀁹􀀠on damp or water bearing sumces. May be used on Interior ..cr extenor,abCl/B.grade sunaces. Also goon
tor woodwork, radiato",. omamental Iron, boat docks, fire escapes, etc. Features good resistance to abrasion, oils and washing. lilpeclal QI/lillficallons: Suitable for use on stru.ctural
sunaots or surtares where there 1$ a possiblfily of incidental food contact In oommercial food preparation establishments, food processing plants and federally inspected meat and poultry
plants. USDA no longer requires or rurnishes product certffication letters. FEATURES Advantages! • Durable high gloss finish • Interior or exterior usage • Excellent flow and leveling
• Easy application -brush. roll or spray • Ready for us. the day after spplicetion • Resists marrtng, weathering and water spoiling • Performance alternate for Federal Specifications
TT'E-487E, TT-E-489H. rr-e'506K, and \T-E-505A. Umjta!loQ§ of Usa: Not for use in highly alkaline or chemical areas. Gloss Enamel Cat. 1# 􀀴􀀳􀀲􀀸􀁾􀁘􀁘􀁘􀁘􀀠SPECIFICATION DATA Colo.;
White, custom & ready-mil< colors EiIlilill:; Gloss. 70 􀁵􀁮􀁾􀁳􀀠minimum @60' Clean.up Solvent; Mineral Spirits or VM&P Naphtha WeightlGallon-10.0 Ibs.lgal. (1.20 kglLJ -varies with
color 􀁾3.:?'1 IbsJgal. (385 gil) -lIaries wim·color Solid. By Volume: 51 % ± 1% -varies with Gaior Th!!OrBtical COlII!!Olge al1.0 Mil pry: 818 sq. fllgal. . (20.n01L) practical Coverage;
Apply at 400-500 sq.ItJgal. (10-12 m2fL). Actual COIIerage may vary depending on substrate and application me1hod. Recommended Film Thic!mes$; 1.6-2.0 mns (4D-50 microns) dry -3.2-4.0
mils (So-loo microns) wet Systems: Please consult the appropriate system guide, the particular job specification or your lei DevoeI Coatings' Industrial Coating. Specialist lor propsr
'1 systems using this product. Systems must be selected 1 conSidering \he particular environment involved. S.rvi<:e TemDe@ttJre Limi!: 200'F (93'C) in air Flame §",md Rating: Class A
(0-26) over non" combustible surfaces1• Flash Point: 10S'F (41"C) 11 Dry Tim .. @U'E(26'm&SO%BH: To touch -6 hours j To ""coat or light loot traffic -16 hours J.,. 􀁾lhe 3.bOw fable
pn:wldes gensrni guidalinee only. Alw-dYS COrl" suk your tGI Devoe Coatitlos: SpacialiIil for eppl"t91iale ntcoal 􀁾􀀠slllCfI1hs mbimum aged recoat tims of Itiis prodUct may be. eignffleenltyi
shortened Qr Jongthenod by a variety of cootllooru;. indLMfIt\9. 􀁢􀁾􀀠nclJim· ited to I'u..Irnldity, Ihuface tampGr41Urt• .and lhellU oi 􀁡􀁯􀀧􀁤􀁬􀁤􀁾􀀠or thin·l : nfJ/'$. "['he usa
ot acceJerawl'5 or roru curing may snol1en"'a aged 1,1 reec.at 􀁾indivCiusl earnings. The above recoat wfndOWS: may not 􀁾􀁹if I 􀀨􀁾􀁷􀁩􀁴􀁨a pfOdLICI Other than those 􀁾􀁾􀀮Hthe fIlaiIJmwn
I &gad mooat winDoW IS-exceeded. please COOSUIi your JCllndustltaJ Coatings SpeQtaIist tor appropnlLie appropnlLie reoommootialione; IQ .nnence adhe&ion. Failure to ODSetve tl!ea$ 􀁐􀀱􀁾􀁯􀁮􀁳may
rooutt in InteteGat dalami! men.1-"'",-"""'--"-"" PERFORMANCE DATA PROPE!!TY TESTMImIOp RESULTS Adhesion ASTM D 3959 Excellent 5A No peeling or removal Direct Impact Resistance ASTMD2:794
Good: > 10 in -Ibs. Abrasion Aesl$tance ASTM D 4060 Good l0 391;!d SlN111d I:)I In£889ElL 09800 
Back. 􀁐􀁡􀁧􀀹􀁾􀀠4328-XXXX , GENERAL SURFACE PREPARATION All surfaces must be sound. dry. dean and Iree of oa. grease. dirt. IT'IIldew. form release agents, curing compounds. loose
and flaking paint and other foreign substances. N!!W Surfao"", Concrete (concrete floors) and Masonry Do not use on ffoors subiect to dampness from the g",und. Cure at least 30 days
before painting. pH must be 10.0 or lower. Roughen unusually $lick poured or precast concrete by acid etching or sandsweeping. Follow acid manufacturer's appliClition and salety instructions.
Rinse thoroughly with water and allow 10 dry. Remove loose aggregate. Prime properly prepared concrete floor!> less than ana year old with soillenlbome primer DEVSHIELD 4130. Worxl -Prime
with this produot. Steel· Prime with solventborne metal primer DEVSHIEI..D 4130. Galvanl>:ed Metal and Aluminum· Prime with solvent· borne metal primer DeVGUARDTM 4120. Previously Painted
SurtaCK: Wash to remove contaminants. Rinsa thoroughly 􀁗􀁾􀁨􀀠water and allow to dry. Dull glossy areas by light sanding. Remove sanding dust Remove loose paint Sorub heal'\' chalk
exterior areas and overhead areas such as eaves with .cap and water. All eXISting mildew must be r ... moved by washing with a solution of 1eoz. (47$ mL) liquid household bleach and
two oz. (59 ml) non·ammoniated fiquid detergent per gallon (3.785 L) 01 water. Rinse surfaces clean with water and allow to dry lor 24 hours. Pl1me bare areal> with primer spedfled under
New SUrfaCilli. DIRECTIONS FOR USE Tinting' Tin! the appropriate base with lei Oolorants. Sp",mllng Rate: Apply at 400.500 sq. 11./9101. (10·12 m21L) or 3.2-4.0 mils wei (1.6-2.0 mBs
dry). Actual coverage may vary depending on substrate and application method. For best hid· ing. tin! primers toward fini$h coat color. Cenain $hades of yel· low. orange. pink and red
may reqUire multiple coats. IMPORTANT; Alkyd or alkyd urethane enamels may yellow in 􀁾􀁭􀁥􀀠in tile absence 01 light. especially sunlight. Appllcat!9n: Mix thoroughly before use. May
be applied by spray. roll or spray. Brushing and rolling may require multiple coalS 10 achieve correct film Ihickoe.ss and/or hiding. No thinning required. FOr alrless spray use a .015"
tip. Adjust pressure as neaded. Do not apply when surface or air 􀁴􀁥􀁭􀁰􀁥􀁲􀁡􀁴􀁵􀁾􀀠is below 4Q"F (4"C). Two ooats are &uggaslad lor bast results. Surfaces coated with this product
may become sliQpery when wet. For adcUtiona! slip rss.istancQ in i!!'fWi of p@deS1rianttaftic , add pne pound per gallon of coarse pumice Of other texturing materiaL DnllngTime, At 77"F
(ZS'C) & 5p"k R.H.. dnBl> to touch in six hours, to light foot traffic and recoal in t 6 houlS. Low tempera· wre, high humidity. thick films or poor venUiation will increase Ihese times.
Clean-up, CliOarl immediately with mineral spirits or YM&P Naphtha, PRECAUTIONS DANGER! COMBUSTIBLE UQUID AND VAPOR. HARMfUL OR FATAL IF SWALLOWED. ASPIRATION HAZAR!) -CAN ENTER LUNGS
AND CAUSE DAlllAGE. HARMFUL IF INHALED. MAY CADSE COORAL NERVOUS SYSTeM EFFECTS, INCLUDING DIZZINESS, HEADACHE !)R NAUSEA. CAUSES EYE. SKIN ArID RESPIIIATORY TRACT IRRITATION. OVEREXPOSURE
MAY CAUSE UVER, KlDNEi'DAMAGE.. WHEN TINTED. CONTAIII$ ETHYLENE GLYCOL WHICH CAN CAlISE SEVEIIE KIDNEY DAMAGE WHEN INGESTED AND HAS BEEN SHOWN TO CAUSE BIRTH DfFECTS III LAl!ORATOIIY
ANI· MAI.s. USE ONLY WIIH AIIEOUATE VENTILATION. KEEP our DF lHE REACH OF CHILDREll. NOTICE: Products In 1111; seriR may cnnlain solllBnIs. Flaports nave associated repeatea and prolonged
􀁯􀁣􀁣􀁾􀁰􀁡􀁴􀁬􀁯􀁮􀁡􀁬􀀠overexpOSlIre to solvents with pellllllll,nt blllin and nervous system damage. Intentional misuse by deliberately concentraUng and inhaling tIls conlBnts may
be harmful or lalal. For emergenC'j' information Gall (000) 545·2643. filr additional safely information, reler 10 the Matenal Salety Data Sheet for this prodllCt, Keep ilW)' from heat,
sparks and flame. Do ltD! smoke. Vapors may ignit6. Extinguish alillames, burners. stoves. IlaalBrs and pilot lights and disconnect all eleetrical metors and appliances before use and
until all vapors vapors are gone. II sanding i. dOne. wear adUSlIl1iSK to avola breatillng 01 sanding dust. Do not brealile vapors or SPIlIY mist. If yOU experience eye warering.headaches.
or dilzlness. leave the area. If Pmpflrly usBd. a respirator may offer additio!1;ll protection. Oblaln profesSional advice befoll! I.ISillg, Close container aHet aacn use. FIRST AID:
In _ of skin roolact. wash 011 quiCkly willi plen1Y of soap and waIllr. ram""" contaminate!! Clothlllg. Iilreye comact flush Immediately willi iargf! amounls of waI8r, for at least 15
minull!s. OlrlaiR 􀁥􀁭􀁾me4Ic:a1 tJealment. ItswallClWlld. alrlafn medieal InlIIImBnl imDlflllialllIV. Hinhalation causes physical cliscomlort. remove 10 fresh air, If discomfort persists
or a!lY breathing difficulty oocurs. gel med· lcal help. NolII; Thlifi waminplIIII:omjlUllillc prudlld ..n... PriIIrfD USB, IlIll11 and lollow pmdgd SllKllie MSDS and 111101 Inlormatlon.
......• SHIPPING f18j,ht Classilleallon: Flash Point; Pacllaglng: ?aint t05'F (41'0)1 gallon (3.7S5L) 5 gallons (1 a.925L) Shipping Weight' 4 gallon ease· 44lbs. (20,0 kg] 5gallon pall'
541bs. (24.5 kg) EB 39'<:1d 51N111d 1ClI 􀁾􀁈􀁅􀀸􀀸􀀹􀁅􀀱􀁌􀀠
11JB5/26a4 69:43 2812091774 KING FAB PAGE: 13/28 PRODUCT DESCRIPTION Generic: Modnled Epoxy 0en!!!'l!1 pmrlption: A high performance, modified epoxy, rust inhibitive. metal primer. Provides
excellent corrosion protection and rusty metal adhesion tar superior 10 alkyd primers. Ughl gTay color permits good cowlag" with one finish ooat, Use under alkyd. lalex or modlfleo epoxy
finishes. Also makes an excellent alkali resistant masonry bonding primer. Typical US!!S: Ideal for structural steel, tanks. piping and equipment. Special Qualifications: Suitable for
use on structural surlaces or surtaces where there Is a possibility of Inci. dental food contact in commercial food preparetion establishments, food processing plants and fedel'8l1y
inspected meat and pouHry plants. USDA no longer requires or fUrnishes product certification letters. FEATURES Advantages: • Excellent corrosion resistance • Good penetration of surfaces
that cannol 􀁾well cleaned • Ideal for old, rusty galvanized metal surfaces • Excellent alkali resistant bonding primer for masonry • Helps block effiorescenoe • Performance altemate
for Federal SpeoificaHons TT-C-530B, TT·P·6150. and TT,P'645B PROPERTY Adhesion Pencil Hardn .... F1exibilHy Humidity/Corrosion Assistance DEVSHIELD1M 4130 Rust Penetrating Metal Primer
Cat. it 4130-6130 SPECIFICATION DATA 􀁾􀁕􀁧􀁨􀁴􀁇􀁲􀁡􀁹􀀠Rnlsh: Flat P.lMo-l!P Solvent: Xylene WelghtlGallo.n: 1 1.1 Ibs.lgal, (1.33 kgll.) llQQ;, 3.50 IbsJgal. (420 giL) ma)(imum So!lcts
By Vulum9! 47% '" 1% ll1.!lo.!:e.ll«al CovBra9" at 1.0 Mil Rl:l!.; 754 sq. ft.lgal. (19 rn'.,IL) P",ctieal Covem<m; Apply at 285400 sq. fI.lgal. (7-10 ""'IL). Actual coverage may vary
depending on substrate and application method. 􀁒􀁥􀁣􀁯􀁭􀁭􀁾􀁮􀁤􀁥􀁤􀀠Aim Thlckneso;,; 2.2-3.5 mils (65-88 microns) dry· 5.0-8.0 mils (125-200 microna) wei Sy!!lB!m!: Plaase consult
the appropriate system guide, the particular job Sl""'ification or your 101 Devoe Coalings' Industrial 􀁃􀁃􀁬􀁡􀁾􀁮􀁧􀁳􀀠specialist fOr proper sys\<>ms using this product. Systems must
be seiecled t:Oru!iderlng the particular SrMronment Involved. Service Temoera!J,l[!t Limit: 225·F (107'C) In air Aame Spread Rating: OIa!;8 A (0.25) over noncombustible surface. Fbl$h
!>oint: Over 102'F (39'0) pryTime @T7"F (25"C\ & 500.. BH: 'Ib touch -S hours To recoa.t -Overnight 􀁾􀁉􀁮􀁧􀀺The above Iable provki§ getU)fal 􀁾􀀡􀁤􀁥􀁬􀁩􀁮􀁥􀁳􀀠only. Alwt!l»'£ consult
your tel DBYOE! CosJIngs SpecialiSt for apptQPfll;Ue 􀁾Windows ames thn maxImum aged recoal 􀁾Of til" product may be sig!1tftcarrtl:y shortened or longtl'lcm:d by a va;rtety of CIO!1ctt1one.
i!'dud!"g. btrt not 1m· tted 10 fwmldlly. &urtaca Ml'I'IllQratUre. and It'I.e 􀁾of sddltlwa or 􀁴􀁨􀁬􀁮􀁾􀀠oors. The use or 􀁾􀁯􀁣􀁥􀀴􀁵􀁭􀁴􀁯􀁭􀀠or tonw CUrfna may $t\Orterl1'tle aged
taecat of indllllctual coarirtgS, The above reCOil' windows Mi\)' nol il:WIY t1 recoatlng wtth. a produc:t: other Ulan ltIoso 11$tMi «bave. It the ma.imum aged recoat window Is 􀁥􀁸􀁾􀀬please
consuil your lei InduStrlal Coatings SpooIall$t 10r3PPrt.l'rlat9 recommondariom; to enhance.iSheelon. Fallure to obsGrve 􀁜􀁴􀁉􀁥􀁥􀁾􀀠preceiJ1.k;lna m8¥ rsSUlt in Inlt'!n:03t 􀁷􀁴􀁡􀁭􀁾􀀠t1atlcn.
Shelf Life: 1 year minimum -unopened PERFORMANCE DATA TEST METHOD RESULTS ASTMD4541 600 psi ASTMD3363 H ASTM 0 522, Method 6, 1/6" ASTM D4565, 3000 hours No cracking or fiaking No blistering
or delamination of !he fllrn, slight rust staining al scribe 09800 • Read label and Materl3l e. PSf2-o19O 
11J05/2ea4 09:43 2812091774 KING FAB PAGE 14/28 tAW"· ...,,,,· .............. GENERAL SURFACE PREPARATION All surfaces must be sound, dry, clean and free of oil, poured or precast concrete
by acid etching Of sand· grease, din, mildew, form release agents, curing sweeping. Follow acid manufacturers application and compounds, loose and flaking paint and other foreign safety
instructions. Rinse thoroughly with water and substances. allow to dry. Remove loose aggregate. Prime with this paint.New Surfaces: Steel • Best results are obtained over a surtace sandblasted
to a Commercial Blast (SSPC-SP6). Previously 􀁐􀁡􀁩􀁮􀁴􀁾􀀡􀁌􀁓􀀡􀁬􀁲􀁦􀁡􀁣􀁥􀁳􀀺􀀠All spots tailed by Performance over hand or power·tool cleaned surfaces rusting. peeling, blistering.
etc. shall be wire brushed and is dependent on the degree of cleaning. Old Galvanized scraped to remove all loose or loosely aahering material. Metal • Old rusty. galvanized metal surfaces
must be Spot prime bare areas. For optimum pertomnance in wire brushed and scraped 10 remove loose rust and more corrosive areas. entire surface should be abrasive primed with this paint.
Concrete, Plaster and Masonry -blast cleaned. Cure at leest 30 days before painting. pH must be 10.0 or lowar. Remove laitance and roughen unusually slick DIRECTIONS FOR USE 􀁉􀁊􀁮􀀮􀁾May
be tinted with up to two oz./gal. of lei in damp weather or when the surface or air temperature Colorants. is below or expected to be below 4O"F WC). Brushing and raDing may require
multiple coats to achieve correctSpreading Rate: Apply at 285-400 sq. fUgal. (7-'0 film thickness anellor hiding.m'll) Or 5.0-8.0 mils wet (2.2·3.5 mils dry). Actual cover· age may vary
depending on SUbstrate and application Drying Time: Al77·F (2S"Cl and 50% R.H., dries to method. touch in six hours and to recoat overnight. Low temperature' high humidity. thick films
or poor ventilation will Appllcetlon: May be applied by brush, roll or spray. increase these times.Apply liberally. For air1ess spray, use a .015" tip. Adjust pressure as needed. No
thinning required. Do not apply 􀁾Clean immediately with xylene. PRECAUTIONS IJANGERI COMBUSTIBLE UQIJIO AND VAPOR. HARMAll OR FllTAL If SWAllOWED. ASPIRJmON HAZARD -CAN ElillR LUNGS
AND CAUSE DAMAGE. HAAMfUllF INIIALED. MAY CAUSE CENlIIAL NERVOUS SYSmII EfFECTS, INCLUDING DIZZINESS, HEADACHE OR NAUSEA. CAUSES EYE, SKIN AND IlESPiMrOIIYTlWrr IRRITATION. OVEREXPOSURE
MAY CAUSE UVER, KlDNEI' DAMAGE. CONTAINS CYRSTAllINE 􀁓􀁬􀁬􀁬􀁃􀁾􀀠WHICH CAN CAUSE LUNG CANCER AND OlHER llJHG DAMAGE IF INHALeD. CUnTAlNS 􀁍􀁉􀁃􀁾􀀠WHICH CAN CAUSE PNEUMOCONIOSIS. WHEN
TINTED. CONTAINS EIlIYl.EHE GLYCOL WHICH CAN CAUSE SEVER!: KIDNEY Il/IMAOE WHEN INGESTED AND HAS BEEN SHOWN TO CAUSE BIRl1l DeFfClS IN LABORAIlIR'f ANIMAlS. USE ONLY WITIf ADEQUATE VENTILATION.
KEEP OUT OF THE REACH OF CHlUJREN. NOTICE; Products in litis series tOnIain solVtntll. Reports have associated repeated and prolonged occupational overexposure to solvents wi1h permanent
brain and nervous system damage. Intentional misuse by oollllerateo/concentrating and inhaling Ifle conteo1s may be harmful or 1ataI. For emerge1lC)' In!ollnation can (600):;45--2643. Keep away from 􀁨􀁥􀁡􀁾􀀠sparks and flame. Du no! smokll. Vapors may Ignite. Exlinguish 􀁡􀁾􀀠llamas. 􀁢􀁵􀁭􀁥􀁾slaVeS. heaters and pilot Ilgtils anG (ilsoonnect all electrical
motors and appliances before llSe and until all vapors are gone. If sanding is done. wear adust mask trJ avoid brealh· ing of sanding dUst Do not breathe vapors or spray mist If you
!!)(jli!rience eye watering, headaohes, or dizziness. leave Ifle area. If properly tJSeII. a respirator may offer additional protection. Obtain professional ildviCli before USing. Close
container after each use. FIRST AID: In case Of skin oontact, wash off 􀁾􀁵􀁬􀁣􀁬􀁤􀁲􀀠wiIf1 plenIY of soap and water, remove contaminated clalhlng. For eye contllltliush Immediatel,
l'Ii11llargt amounts of water, for at lea$l15 mlnutl!s. DbIlIIn emergeD", medicallmllmell1. II swall0we9, olIhlln I118dlcallmtmen! Immedlalely. If Inhalation causes pl!ysical diseomll:irt
rBfTKJve 10 1Tesh air. 11 disonmll:iJl pemisls or any breathing diffICUlty cecum, gill medical help. Nate: Tllese waroln!lll enllllll1paBS 1110 prmlucl series. Prior 111 use, read and
lollow plOlillcHpecifi. MSDS and label illlomlatiun. ""'"'' • SHIPPING Freight Clasaificatlun: Paint Shipping Wefght 4 galion Gase -481bs. (21.8 kg) Flash Point: Over 102°F (39·C) 5gallon
pail-59 Ibs. (26.8 kg)Packaging: 1 gallon kH (3.785L) 5gallons (18.925L)) LiMITATION OF lIABlU'TV,: Ta the be11 of our 􀁫􀁮􀁄􀁷􀁩􀁈􀁾􀀬􀀠IhI technIcal dlw oontalMtl hl!refl1 lilt!! InlP.
Inri :+cclIrnte !\11I1e Gate Of lssuanco but ilre SlJbied, to change wllnout Pi'll)( nOltCt, Wo auarilntt:e t1ur I)rCC!JC'l1o COnfDrm to the spsctilCJtions CGntalned tw!nln. WE MAKE
NO ornER WARRANTY DR aUARAm'EE Of ANY KINO. EXPflESS OR IMf'I.IED. INOLUDING MEACHANTA81Lm MO FlmESS FOR f'IIJiTlCULM f'UAPOSf. Uability. 11 An)'.1$ limned to 􀁲􀁰􀀮􀁰􀁾􀁲􀁮af 11M! pmdL4M
rstulUl nf1be 􀁰􀁬􀁬􀁾pl'lU, 􀁉􀀮􀁮􀀮􀁡􀁭􀁾􀀠OR COST OF 􀁌􀁍􀁏􀁾AND liTHER CON5EQUErlTrAL nAMA.'. ME HEREBY EXCUlIJEO. 
TNEMEC PAINT SYSTEM 
11/02/2004 16:56 972-312-8468 TNEMEC-BARRV GROUP PAGE Fluoronar'"' Clear SERIES 1076 -II 1'''11 F..\lflC PRODuCT PROfILE G!lIERfC DESIllP!laK Advanced 1:'h=oset Solution Fluoropolymer
Clear ® OlMMON 1ISAGE COLOI FINISH An Cl(rerior cleat fluoropolymer finish coat 􀁾􀀤􀁰􀁥􀀺􀁣􀁩􀀮􀀧􀀱􀁕􀁹􀀠designed to enhance the extt.'fior weo.n1etamIity of Fluoronnr and HydroFlon.
Fluoronar ClC$'f has outstanding resIstance to ultra-violet light providing 􀁾􀁤􀁥􀁤c.:olor and gloss retention, A:n indicator dye.is provided to .aid in 􀁾􀁰􀁰􀁬􀁩􀁣􀁮􀁴􀁩􀁯􀁮􀀮􀀠Clear.
Note. 44·500 will cl1_" me appe1U"ancc to • Yiole' tint 􀁤􀁾􀁲􀁬􀁮􀁧􀀠.ppHcation. After. period of up to 7Z nours of sunUght exposure, 'pp_"""''''' will be cleat. High Sloss PillO!,\Wjrf
Crulrul ExtensiVe t<OSt data available. Cont.<t your Tnemec ",-presentative for specific test te,,,"'. C(l,\.TING $): STEM BASE ({)A]S 5e"<$ 700. 1010. 1078. Note; Sories 1076 sh.otlld
be applieci 􀁷􀁪􀁴􀁾􀁩􀁮􀀠14 <loy' of a Series 700, ]070 or 1078 application. SL1t'(';\CE PREPARAll0l'< Prepcte 5tlr"'Ct!S by me!hod soitable for ""'PaS"'" and semet.:. (See Base Coat
PtoduC! Data Sheet for sumu:e preparation recoromen<lotions.) All SURFAIlS Must be clean, dry ""d fr<e of oil, grease and other CQntamln(n'\t'. VOlUME SOOIlS %,7 ± 􀀲􀀮􀀰􀁾􀀧􀀠(mixed)
􀁒􀀡􀀨􀁯􀀮􀁾􀁍􀁦􀁎􀁄􀀡􀁾􀀠DFT 􀁃􀁕􀁾􀁎􀁇􀀠nM! 15 10 2.0 mils (40 to 50 microns) per =c Note: Number ofcoats and thickness requirements will vary with "tlbstrate, application method """
exposure. Contact your Tnemee repttS<m"'tiVc. Temperature To Touch To Handle MInlmwn Recoat' 75"F G4'O 􀁬􀁾􀀠􀁾􀁲􀁮􀀠6.8 MU<>! 24 h""'" I YOlAlll£ ORGAIIK CIlMfOUNGS • Maximum rt:coat!
7 dayS. Curing time van.e;:i with sutfuce temperature, a1t mO'V't:'ment, humidity .nd fllm thickness. UntbjnnM 5,18 Ibs/galloo (381 gr.".,./litre) 'I1litlru:4 S% 3.37 Ibslgallon <404
gramsllitn'l) THEORETICAl COVIRAGE HUMaER OF COMroHEHlS 910 mil sq fr/pl (22.3 m'll ar 25 mie",ns). See APPllCATION for covernge "".... '!Wo; Part A and Part B MOONG 0010 By volume;
Four (part }J to one (Pan B) PACl'A6IN. . HEf WElGIlHER 6111llN srollAliE lEMi'fRAllJRE 1!MI'ruIlIRE RESlSrAHIl SHElf UFi ruSH i'tJIHf.SffA HooN &SAFEI'( Sman ro.. Cooslst:; of a partially
rUled ""..gallon C!ln of Part A. • qllal't 01\'1 of PaIt 13 and a foil ' l"'d<age conlllWng a vial of 44-500, When !niXed yields one gallon (3.790. 9.26:1: 0.25 lb. (4.20" .ll kg) Cmb<edl
Mlnlmwn 2\l'F (.7"C) Maximum 110°F (43"C) (lJ1Y) Continuous 250"F (l3[°C) lnt_etl! rJ5"F (J35°C) 12 months at reco:mmended $t()nlse 􀁴􀁥􀁭􀁰􀁥􀁴􀁡􀁲􀁵􀁾􀀮􀀠Part Po; 80"F (Zl"C) Part
R, 130'f (54°C) Faint products contain chemical ingredients which an: consid.r<:<l ba2ru-dous. Read con. talner label wamins and Material Safet), Data She.t for itnpottant healm and
safety informa'ion prior to the use of !his product Keep oat ofthe t.eacl> ofcb;ldreu. L r 􀁍􀁜􀁬􀁾􀁬􀁴􀀠,«Mi(o/" d'lllCd 􀀡􀁍􀁬􀁯􀁯􀁾lit nlOtrf 10 din" 1!i1k!11 􀁮􀁾􀁬􀁉􀁑􀀱􀀧􀀬􀀠till
lI.liq tonlea al 􀀮􀀭􀀧􀁉􀁮􀀮􀁊􀁭􀁟􀀨􀁑􀁾􀀠tkJdil 􀁾/flttlm4 for fho fIlOS( >V!RM! ,.MCQ[ tell! 􀁾􀀮􀁤􀀠􀁉􀁡􀀻􀁉􀁍􀁉􀁉􀁾􀀠Of 􀁲􀁬􀁬􀁾􀀠"!if t(lllitl 􀁾􀁾lQ(lIm l'ft',,,aMttIrflf! 􀁴􀁉􀁉􀁉􀁦􀁑􀁾􀁬􀀠I'
ldale,1 􀁾Old 􀁩􀁲􀁮􀁬􀁊􀁾􀁴􀁬􀁩􀁏􀁲􀁵􀀺􀁟􀀠C IMtcil 2004, by Tnemcc CQmp:ui}'. 1m:, 1076 
11/62/2BB4 16-56 972-312 8468 TNEMEC BAR PAGE 62 SERIES 1076 􀁆􀁬􀁵􀁯􀁲􀁯􀁮􀁡􀁲􀀡􀀳􀁾􀀠Clear Al'PllCA:flO:>i ! Dry !\fils I Wet Mils SqFllGal (Microas) (Ml<:t'Oas) , (o>'/GolJ i SIlAAe:;;:tt:d
2.0 (50) I 3S (9Q) 449 (41.7) I Minimum 1.5(4j)) I 2.S (65) 599 (55.6) I I MiiJdmum 2.0 (50) I :;.; (90) 449 (41.7) I ..Atlow fQr o\-en.pmy and t:>'Utfare rl7egulanul!!:S. Film 􀁴􀁨􀁬􀁣􀁫􀁮􀁾􀀠is
rounded to rhe nll:.'af't:S{ 0.5 mil or '5 MIXIKG POT UfE THINNING SURfACE ltMP!RATllif Al'IUCAlJON WUII'MEHT ",boos. Appllcatlon of """'Ilng bd<>w mlntmum or abooe maximum """""",ended
dry film thl<:knesse9 may adve.rsely all'«t coatWg 􀁾􀀠 Slll:Ill Kit. Add con!l!l\t5 of me Vial of 44-500 TO PM A while under agitation. Mix thoroughly. Add con"""" of the qUM can marked
Pan B 10 rhe m;l<tut" of)?""" A:It1d 44·)00 while under .git>tion. Continue .glration until ;ill campen""'" are thoroug/ll!' mixed. Imp<>rtlItIl: MIxing ratio l$ four (Palt 1V to :,me
C'P<ut B) by volume. Do not use mixed materia.1 beyond wt life U'(TIit'i. Qtotioru Pan B is 􀁭􀁯􀁛􀁳􀁛􀁵􀁾􀁮􀀤􀁩􀁴􀀱􀁶􀁥􀀠.-rno v.'iI.l n.,.'"t(,;t with atmo."lpberic moisrure. 􀁕􀁮􀁾ma£¢rlal
m\.l:;l be kept tightly 􀁣􀁬􀁯􀁾at aU times. 4 hOllrs .t 77'F (2S"C) unthinned :; no"rs a' 7?"F (2S"c) thinned For air spray. thin up 10 5% or 1A pint (l90 mL) per gallon \vith No, 2
Thinner. For roller, thin 3% to 5% or 'A pint 090 roll per g?11(>n wj!b No.2 'Thinner. 'fhinning io required f(>, proper application. Qwt;o", Do 00< .dd lhinr<e' if more Ulan thilt)·
(30) minutes hav" elap.ed 3li:er milclng. Minimllm 4O'F (4'C) Maximum IZO"F (49'C) the surfare should be dry and at least 5"F CO'C) above the dc'W point. Cure time necessatv to resist
direct contact 􀁷􀁾􀁴􀁨􀀠m()isture at surface cemperatun::: 60" (16'C). 6 ru""!, 7O"F (21'C): 􀁾􀀠heu!> 80'F Cl7"C): 2 hOllTS 9O"F (,3Z'C): I hour lOO"F (3R"C): 30 minut .. If the coating
if> expo$ed to 􀁭􀁯􀁪􀁾􀀧􀁻􀁵􀁲􀁥􀀠before the prcCt':ding cure 􀁰􀁡􀁲􀁡􀁭􀁣􀀮􀀺􀁴􀁉􀀮􀀮􀁾􀁲􀁮􀀠are met, dull, flat or spott;'-appearjnt; areas filay develop. Acrual tiro<:n w$11 V,tty
with air movement, tUm thk:kness 􀁾􀁭􀁤􀀠humidIty. !UrSpray I Gun Fluid !UrCap I Air Hose I Mat'! 􀁂􀀨􀀩􀀮􀁾􀁥􀀠Jl,tomlzlng I Pot i 'J'lp i ID ID Pressure 􀁐􀁾􀀢􀁴􀁯􀀢􀁕􀁲􀁥􀀠IDeVilbis.o;
E 78 I 5/16" or 318" , 3/8" or 1/2" 75,90 psi I 10.20 psiMile (7.9 or 9.5 mm) l (9.5 or 12,., mm) tS,2·6.2 b:l.T) i (0,7-1.4 b:lf'J Low tftmpetaturet> or longer 􀁨􀁯􀁾􀀺􀀻􀀠require:
􀁨􀁾􀁨􀁥􀁴􀀠pot: pressure. Use appropriate tipJatomi?..ing 􀁰􀁲􀁴􀀮􀀮􀀮􀁾􀁲􀁥􀀠for <..-qv:ipmemt iipplicator tl::cnniqul;; .mcl weath<.."T conditlon..r;. Ronen Use 114" {GA mm) synthetic
nap COlfet'. Do not 􀁕􀁾􀀠medium or long nap roUer ccwers. BrusJ>, Use high quality ru1tlm1l 01' syruhetic nt'i5t1£ bru$I"",. Flush and dtr.\n aU equipmt::nt 􀁬􀁭􀁭􀁥􀁤􀁪􀁬􀀱􀁾􀁥􀁊􀁹􀀠:U'ter
u...;,e with thr,;:: Tecomrnended thinner or .MEK. . ,' ......llI[,1tf{ CUllt,UV I_COIPQUIlD 4100 (OUDUn: 111/Yf. 􀁕􀁩􀁓􀁾􀀠(fIr, 􀁍􀁾􀁏􀁢􀁉􀁊􀀠64120.1312 Ttt 1 BDB JIlEIoi( I '4'WW.foemcwm
,
PAGE 03TNEMEC-BARRV GROUP11/02/2004 16 54 972 312-8408 Endura-Shield'!' n SERIES 1075 PRomTr pROFILE 􀁇􀁅􀁎􀁅􀁾􀀨􀀠DESCRll'l10N Aliphatic Acrylic Polyurc"tlume OOAWON USAGE A coating
highly 􀁾􀀢􀀧􀀱􀀺􀁩􀁬􀁊􀁬􀀮􀁴􀀠to abroLSion, wet cOl'lditions, corrosive fumes and t:'Xterror 􀁶􀀮􀀭􀁥􀁡􀁴􀁬􀀧􀁬􀁥􀀮􀁲􀁾􀀠lng. High build quality combines With pt'\)iect SpOciflC primers
for two-c""t, Iab"r savlng sy'"'Stems. 􀁆􀀺􀁬􀀮􀁾􀀠GuriDg options ate :iVrufablc; see Curing Time below. PtQdllct 􀁴􀁾􀀠some applications as a direcr to metal ntlish. Contact your Tncmec
rep,l.'e:lil:mmtivc: fot more dettills. NOT FOR IMMERS'JON SERV1CE. COlORS l\efer to Tn¢mec Color Guide. Note: Certain colors mOly J'equire mwtltple CQrtts depending on mc1hod of application
.nd tmi!ih com colot. When feasible. the preceding co.t sho\lld be in the same color family, but no,ieeubly dlff",,,,,t FINISH Seml-g!o>S SPEGAL aUAUfllATIONS NOli!:< Serie$ 1075 ,=c:aH!iomia's
SCAQMD, Rule 1U3 definltion for ',Rust P,."" ..... tive Coating" when used for 􀁭􀁭􀁾􀀧􀁴􀁡􀀮􀀮􀁉􀀠sunaces (Jtlly or for '"E.."i5eJ'irl:all'llbiic Service," $eties 1075 also meets the
""luiremem:< of SSPC-36 Pain! Stlndard. PERfllRIMN(E (RIllRlh ContaCt your Tnemec n;presenra:cl;v"e fot Specific 􀁲􀁥􀁾􀁴􀀠resultS. COATlXG S'YS"t.E!lf I'RlMERS' S1ecl; Series 20, FC20,
Z'l. 66. N68, N69, 91-H,o, 90-97. 104, 135. 1'140,161,530 Galvanized S">cl and Non·Pet'1'()US Metab Series 66, N69, 161 Concre,,,, Series 66, N69. 84. 104, 161 oro, 54-660. 130. Intermediate
<:Q.t required. Note: Udore roptO";ltjOg with Series lOiS, Series 530 t.:Xtertot exposed tl\Ql'«;: chan 24 hO\ln> 􀁭􀁾f.Lt'St be 􀁾􀀱􀁦􀁬􀁥􀁤􀀠or rt."Ceive an jntc.:rmediare coat of
Tnt!tneC poly.:amide epoxy. 􀁾􀀠Series N68 exterior ""posed for 21 days or S<.'I'ies N69, 104, Nl40 or 161 exre:rlor expo<ed more than two monthS must fll'St 􀁾scarified or reprimed
v..1th themselves. Blasting 􀁾􀁩􀁴􀁨􀀠fine 􀁡􀁢􀁲􀁊􀀭􀁾􀁩􀁶􀁥􀀠js the prclerred Oll;l:hod of scarification. TOl'(1JIJ5 Series ;6, option.1 when extendW wea,her,bili!), j.s d""ired. Sl)RFACE
PREPARATION All SURFACES MWl:t be clean, dry and free of oil, grea4it;: and other 􀁴􀀮􀀺􀁯􀁮􀁾􀁬􀀱􀁴􀁳􀀮􀀠TECH",CAL DA'[A 1'Ow.lIE SOUIlS' 75 ± 2.0% (mixed) HWMMENDED DfT 2.0 '0 5.0
mils (50 to 125 microns) pe, coal. 􀁎􀀨􀀩􀁾􀀠Number of coats and thlcknc5.s requirements wru vary with 5UOstraW, appllcatlon method and ,""po.ure. Conta£t yo.... Tneme<: l'<lpretlentati:ve.
WRING 􀁔􀁢􀁾􀁅􀀠Temperature To Touch To IDmdle To :Recoat To resh.t moi.o;tvt't co1)densdtion: 6 'hOUfS. Coring time v(tties with :)Llriace temperature. ((ir movemeru. humidity and fihn
thickness. Nate: Fc)r m$ter curing aJ.1d low-teolper.tture applications. add No. 44-710 urethane Acce!.,."",r; see ocpamte product data shee,. Contllct Tnemec Technical Se:(Vices for
force curing 􀁴􀁬􀁭􀁥􀀮􀁾􀀠:and temperatures. VOlATILE ORGANIC Unthinned No_ 59 Tblnoer No. 4z Thinner No. 48 'l"hinru,.,. COMPOUNDS' ('Mapnum 15%) ('M_ 15%) ('Ma:dmun 1;%) 1.64 lbs/g-.illon
2.42 Ibslgallon 2,48 lb.vlll'lion 2.55 Ibsigallon (220 grnm.vlitre) (:l9D 8'''>l1SIlitl'e) 0Si grnms/lirrc) 005 granWlltre) THIOR£lIGllI;OV!!AG!" 􀀱􀀮􀀲􀀰􀁾􀀠mllsq fl/gaJ (29.5 ro'I!
••t 25 microns). See Al'PUCATION for coverasc rates. LNIIMBEi OF COMPQNINlS 1'M>: P:m A and Port B [..•.MIXING RA11Il By volume, Eigbt (Part p,J to on" (PlU'[ 13) P,\IJAfjjNG Three Gan""
Kit! Cons;st, of. psrru.Uy-filled live-gallon can of Par! A "nd a partJnlly-filk'd half-gallon cao of Pan S. When mixed, yields three gallons (11.41.). One Gallon Kit; Consist. of •
partially·filled one-gallon <:an labeled PM A .nd a ps1tiallyfilled pint aln labeled Part B. When mixed, yields vno gallon (:l.791). NE! WlISIIT I'EI1 GAllON' 12.75 ;; 0.25 lb. (;.BO
'" .ll kg) SllJIIA6f TfMPEl!ATURE Minimum 20"F (-7'C) Maxim""" 110"F ('!I'C) TEMlWJURE IESISWlCE (!ley) Continuous 25O"F (121'C) Intcrmit"'n, 275°F 035"<:) Mlh,d llmid d&!g en! 􀁩􀁍􀀱􀀱􀁉􀁉􀁛􀀬􀁪􀁬􀁬
􀁾􀀱􀀠􀁾!uijm tr> '.ange tfllhw! noll,,_ tM tlllillt (mlaD ill ....􀀬􀀢􀁎􀁕􀁃􀀮􀁴􀁾􀀧􀀢􀀠til.;!'!! It 􀁈􀁴􀁬􀁬􀁴􀁾􀁴􀁴􀁤􀀠mlit 􀁾􀀧􀁉􀁉􀀮􀁉􀁉􀀠􀀬􀁾􀁉􀁦􀁕􀁉􀀠Juh!lltal ftll1' ud 􀁩􀁾􀁬􀁬􀀱􀁬􀀨􀁪􀀱􀁯􀁍
􀀠9f 􀁬􀁒􀁾􀀠ftI5f (1II101! roW! TUNf IlfllUl\lalm 1M UIIMlJ 􀀡􀁏􀀨􀀡􀀻􀁮􀁾􀀱􀀱􀀠􀁩􀁾􀀬􀀠PM IMlinfiillJ. o 􀁾􀁢􀀮􀁲2002. b'f Tnemcc COiUP;ltl}'. inc. 1075 
TNEMEC-BARRV GROUP PAGE 04 TfCBNICAL OATA comirm<:d FlASII !'Oml· SffA Part A: 95°, (55'0 P-Aft 13: 155'F <57'0 ',-SHElf UfE 12 months at rect)1Jl11lended stot'age temper.,ture. HEAUH
&SAFm 􀁔􀁨􀁌􀁾􀀠product contains chdl'lfcat It'Ign::dlet'lUi wltiC'h arc 􀁣􀁯􀁮􀁾􀁪􀁤􀁥􀁮􀀻􀁤􀀠bs.znrc!ol,ls, Read eontiUncr label warning at\d material $;1fery data sheet for impol'tWlt
health Hnd 􀁾􀀢􀀬􀁦􀁥􀁴􀁹􀀠infor1't.latiot'l prior to the use of thl. product. Keep <Jut ofthe reach of chll4reu. APPLICATIOX Hlgh,Bu.U<I (Spray only) Til> Odflce 􀁁􀁴􀁯􀁭􀁩􀁚􀁩􀁮􀁧􀁾􀀠Mat'l
Bose ID Msnlfoldl'iIIt 0.009"-1>.013" (2110-330 microns) 3000·5500 p5l (207,241 bar) 114" or '18" (6.4 or 9.5 mm) 100 mesh (150 rolClCr>.') , Dry lIWs IWet Mils I SlJ. FtlGal Dryllllls
"''''Milo 􀁓􀁱􀁆􀁴􀁬􀁇􀀼􀀱􀁬􀁾􀀠(lIIl<rons) (Mll:rons) i (m'IGol) (Microns) ""'/Go!) ,(1)6<rons) SU):{gcsted Z.5 (65) 3.5, (90) : 4B1 (14.7) 4.0 (100) 5.5 (HO) 301 (28.0) , Mitlinwm
2,0 (50) I 3.() (5) I 602 (55.9) 3.0 (75) 4.00(0) 401073 􀁍􀀮􀀮􀀢􀁬􀀮􀀮􀂷􀁾􀁨􀁮􀁵􀁬􀁬􀁬􀀠5.0 t'75) I 4.0 (100) I 401 (37.3) 5.0 (125) 6.5 (165) 241 n2.4) I MIXING POl UfE l1IlNNI1i6
SIlI<Ii\t£ IEMPEIWURE lPPUUl/OH IOUIPMEIII Note: Com be spray "Pplied "' 5.0 co 5.0 􀁭􀀧􀁾􀀠05 TO 125 m,cro.ns) m',. per coat wl_ """" p<Otealon or the elimination of a coot is desired.
AU"", (or """...pray and surface imlgulartties. Filin thickness i, rounded to the "e-=t 05 mil or ;, mlcrons. AppJil:at;oo. of􀁾􀁾m!olmum or """"" mmmwn 􀁾dxy BIn>. 􀁾""'Y ad.verscly
atrtct ctmlng pedi:>rman<::eStir con.t:cnts of the conta1!ler nlarked Part A. roak:ing sure no pigment (t:mainf; on the bottOm. Add the Contents of the can nlat'kt:ci Part B to Pan A
while under -.tgitation. Contln\Jt; agitad.on until the 􀁾􀁯􀀠cornpoot:nts are thoroughly mixed, W'ht:'n used "",1m 44-7l0 Urethane AccderatOf. first blend 44-710 infO Part A under agitation;
continue .as a.bO'fe. Do not use mbc.c::d mncerial beyond POt life limits. Cantion: 􀁐􀁾􀁲􀁴􀀠B is moistu!'e-Sc::l\sitive I'm will n:act with aUlloSpheric fimlStuce. Unused 􀁭􀁡􀁾􀁮􀀮􀁬􀀠tl'lUST
be kept tighrly closed at 􀁾􀀱􀀱􀀠rimes. lVl hours at 77°F (25°c) untb.inne.d Z bours at nOr (2S'C) thinned .For :nk or wIess :''Pray, thin up to 15'% Or llA pines (570 mt) per gallon
with No. 42 Thinner if temperarun:$ are below 8{)1)F (ZrC), use No. 4S Thinner for temperatures abovu aOl>f (27"C). For brush .nd roll",. thin 15% or 114 pims (570 ",1.) per ll"llon
with No. 59 Thinner. Note, Thinnlnz is 􀁲􀁥􀁱􀁵􀁩􀁾􀁤􀀠fOl' proper application. Omtlon.: Do not add thinner if mOie than &> minutes have elap",d aft., n"tlXing. Minimum 55'F (2'C) MmtJmum
120°F (49'0 The .umoe .mould be dry and at 􀁾􀁴,'F (,3'G) above the d.", point. Jf coating is 􀁥􀁸􀁐􀁬􀁬􀀤􀀨􀀮􀀮􀁾􀀠to rooistul"e before tile appUc.'\ble cure paramt;1:ers w<..: met,
doll, flat or spotty 􀁾􀁴􀁰􀁰􀁥􀁡􀁲􀁩􀁮􀀬􀁧􀀠􀁾􀁳may devdop. Actual cure time will vary witl'l air movement, film thickne"s and humidity. Air Spray GUn Fluid AkCap AlrBose Maelaose I
AtomiZing Pm Til' 10 In I """"sure Preosure OcV"dblSs E , 78 5/16" or 018' 318" or 112' I 75-90 psi 10-20 psi , MJlC (7,9 or 9.5 ••ol (9.; or 12.7 nun). 1 (5.2-6.2 bar) (0.7-104 bar)
I ! lo\v ternperdture:t; or longer 􀁢􀁯􀁳􀁥􀁾􀀠requux higher pot pressure. Alri S->\>l1IY .. ..U:;c appropnate op/atollllZJ%lll pressure for equIp",.nlf applICator rechnltjue ""d ..,<:ather
ccnditions . lIoII= !iii<) 1/4" (6.1 mm) syntnctlc 􀁮􀁾􀁰􀀠cover. Do'"ot use mediUtti or long nap ",U.,. ""'...,.. Two co.ts are require<! to obtnin d.ty film thickne» above 3.0 mils
(75 mlctons). J!n>sh, Recommended for small areas only. PSI: high QUality namral or 􀁓􀀩􀀧􀁬􀀱􀁴􀁨􀁾􀀧􀀱􀁬􀀼􀀺􀀠oo,-cle brushes. Two coats are required to obWtl r.comn:lI:nded flIm thlclrne..
above 3.0 milS 05 microns). CLFAl/UP Flush and clean alJ equipment imaleWotel, after U>c with the recom.tn<:nded thinner or MEK. .. Values may vary ......ith color. )IW{ (omn 􀁉􀁾􀁃􀁏􀁬􀁴􀁬􀁊􀁬􀁭􀁄􀀠
4100 COII'O«Tt MM, lAWS (11T, 􀁉􀁬􀁉􀀤􀁓􀁏􀁾􀁴􀁬􀀠t.mr.HJ12 Tn: I aou llIEMft 1 􀁗􀀧􀀱􀁦􀁻􀀮􀁴􀁭􀁬􀁭􀁾􀀬􀁑􀁬􀁭􀀠
11/133/2004 PAGE 02 PRODUCT PROFllE GENERIC 􀁄􀁦􀁓􀁃􀁾􀁐􀁔􀁉􀁏􀁎􀀠COMII.ON USAGE COIJlIlS -Q. FINISH SPBJAI. OUAUfICAnOOS II 􀀧􀁊􀀧􀁾􀂣􀁍􀁅􀁃􀀠COATING SYSTHf PRIMERS Polyamide Epon."y
Indu.tty s!llntlard for .pm.:y coadtlgs for over 􀁾yellfS. Known for its forgiving aI'pJication d)aracte:il.'tic$ in adverse and vaned COnditions, 2nd for benchmark performance:, lWf'e.r
to Tnemec CalOE Guide. Note.: Epoxies chalk with extended e>;;posurc to sunlight and may yellow on aging. :t.a.ck of ventilation, incompfett.: .rnixingt mi1>cata!yzation or the use of
hestc:.rs that emit carbon diox.ide and carbon monoxide during applic-dtion and initial stagt.::s of curing msy accelcmte any potential yellowing. Satiu Moe" the performance n:qUiremeno;
of 􀁁􀁾<: Z10 (not for polllble water .:ontact). 􀁃􀁯􀁮􀁲􀀮􀁾􀁣􀁴􀀠your Tnemec representative for system recommend:ttioos. Extensive (t;st data 􀁴􀁜􀁾􀁩􀁩􀀺􀁡􀁢􀁬􀁥􀀮􀀠Contua )'Pur 'I'nemec
repn;sent:ltlvc for :;;pecific test results, ste<:J, Self-priming or Series 20. 3tH. N69, 90. 91.-H,0. 161,530 Gal'l>llJl.ized St<;el and 􀁎􀁯􀁮􀀭􀁬􀀻􀀮􀀢􀀮􀁊􀀺􀁏􀁵􀁾􀀠Mct:!h Self.priming
Concrete, Self-priming, 54-<560, 201. 216, 216 eMU. 54-562. 54.660, 130, 216, 21R Drywall; 51·792 for dt:')l" interior environment:> 46H-41" 66, N69, 73, 1)4, 104, n3, 114. 161. 175,262.
265. 291. 1074, 1075 R<ofer to COLORS on applicable topcoat data sh",,'" for addltiOn.l information. SlJRFACE PREPAR.4.TION STEEl PRIMEDSJEEL 6Al'IAKI1ElI STiEl & 􀁎􀁏􀁉􀁈􀁾􀁒􀁏􀁕􀁓􀀠METAl
CASlfDUC1lIE IRON (O!ICREft eMU miNIED SURfACES All SURFACE5 TECIIl'\IC..u DAT" VDUJAIE SOliDS' RECOAIMENlI!Il Df! CURING TLIIE VO!AllLE ORGANIC CllMI'OI.INDS* TlIEDRmCAt (OmAGf' 􀁬􀁉􀁕􀁾􀁭OF
COMI'()/Il)ffi I\\CKAGING NET WEIGHT P!:R GAUOO< SIORASElIMP!IAfURE Inu:nersiofi Service, SSPC·SP10 Near·White Blast Clc'anIng N'oll-!mm(!1"'5ion Service: SSpcsp6 Comol.,,01.1 Bias.
Cleaning lmnlersion Service, Scarify the Senes 66 prime COOl surface by ab",siVe-bl.sting with • fioe abrasive before ",peo.tiIlS (f: (0) Ii", 66 prime coat hM be,:n in e"torior exposure
for 60 days or lonser and 66, 46H-413, Nc59 or 161. is the specified topcoat, (b) 􀁴􀁨􀁾􀀠66 prime coat has been in exterior e,.'(POIDJ.tc for 14 days or longer and 􀁓􀁾104 is the specified
topcoat: (c) the 66 prim(! coat hl;f.S been :in exterior t:xporure for 7 days or tenser and Series 262 Or 265 is me specified topcoat. Surface preparation tecoITlIIlendations wiU 􀁶􀀺􀁾􀁲􀁹􀀠dependin
g on !>ubstnlte and 􀁥􀁾􀁬􀁬􀁲􀁥􀀠 conditions, Coma.c{ yoUt TndUec l'epr:csenca:tive or Tnemt;c Technical Services. Contact your Tnemec representative 01' Tnemec 'Technical Services.
Allow new COncrete to cure 2S days. Al),.....ive bl""t referencing SSPC-SP13/NACE 6 Surfilce Preparation of Concrete s.nd 􀁔􀁮􀁥􀁭􀁾􀀧􀁳􀀠􀁓􀁵􀁲􀁦􀁑􀀬􀀢􀁾􀀠Preparation at'l.c.1 Application
Guide. Allow mortar to CUre fot 28 chys. Level protrusions And mortar spatter, Non-Immersion 5e:t"v.icc:::.Ask your Tn;mec repn:sent::ltivc fur specific recommendations. Must be dean,
dry and free of oil. grea,e and other co""_",,. 56.0 ± 2.0% (mlxed) 2.0 to 6.0 mlls (SO to 150 microns) per COOt. Note, Nw:nl>er of c03l$:and 'lhidwess 􀁲􀁥􀁾wm 'Vary .....tt.. 􀁳􀁵􀁢􀁳􀁴􀀮􀁴􀀭􀁾􀀠ap
plli:atlon method aad expos..,..,. Contact }'QUI' 1'n<:mee represenlatl.... . Texnpera!:llre To Touch To Handle 'to Ilt:coat Immersloll I 7,oF (24"C) Z hoy'" 10 hOUQi 12 hOOts I 7 day.
CUring time 'Wlries with surface tempe1:'"..tture, a.ir movement, hUmidity and f11m thlclcness. Unlhin.ned Thiruled 5'/. Thinned 10% 􀁾􀀮􀀰􀀴􀀠los/gallon 3.221bs1gaJlon 􀁾􀀮􀀳􀀹􀀠lbslgallon
(364 gr.unsIlitrc) (3SS grrun$ll(tre) (406 gmmslHtrel 896 Ill" sq ftlgal (22.0 m'IL .t 25 microns). Set APPUCATION for cov=ge r.lres. ']\v", Part A and Pm B 5 galion (18.91.) p:ws and
1 gaU"n (;.791.) cans -Orde,· in multiple, of 2. 12.50 ± 0.25 lb. (5.67 ± .11 kg) (mixed) Maxlmum 110"l' (43"C) MI1Jl1,d 􀀱􀁉􀁣􀁾qlD IMiMlnl(lIm lIro uLjed" 􀁴􀁨􀁄􀁾􀁾􀀠􀀢􀁩􀁴􀀦􀁾􀁴􀀠IJQlkt,
lho Mil,. 􀁾􀁉􀁬􀁣􀁦􀁾􀁾􀀠II 􀁮􀀢􀀢􀁬􀁦􀁉􀁾􀁭􀁡􀀺􀁴􀀮􀀧􀁴􀁉􀀡􀁬􀀠melli' bm tllfwtn!td lei flii /lOS! 􀂫􀁊􀁈􀀸􀁦􀁴􀁬􀁬􀀢􀁩􀁮􀁩􀀬􀁾􀀱􀀠Hlv ond ond f:)fI1ditn> 􀁾􀁦􀀠rt"1lItI'I 􀀨􀁾􀁮􀁬􀁴􀁬􀁴􀀠ttYl
TnlrMtt 'IIp1wli;'\lo!lT4 hll 􀀨􀁾􀀱􀁉􀁩􀀠latluoiffi fl.!tD 􀁾􀁾􀁤􀀠iQ1ltutIlOliI. f:. JOtlt' :t002, hy 'fnetl'lll'c COfnp:ltty. tnQ. 66 
03 TEClL'ilCAL DATA continued Ifl!l!!AIDRE ifSlSTAHCE (Drf) Cootimlou. .. 250"F (\21"C) Intermittenr 27S"F (135"C) 􀁓􀁈􀁦􀁬􀁈􀁾􀁅􀀠Part A: 24 months; Part B: 11 months at 􀁲􀁾􀀨􀀮􀀻􀁏􀁭.."nc:nded
􀁳􀁲􀁯􀁾􀁧􀁥􀀠kmpermure, fL\SH POIII!· 􀁓􀁅􀁔􀁾􀀠fort '" 82'F (!R'C) P." B, 64'F (lS'C) HElIlH t S!ffIY P.s.int products contain cht.:rnical ingrecHeots wllk,""b are cuol;lic1e:e:d haZ<tl'dow;.
Read 􀁣􀁯􀁮􀁴􀁡􀁩􀁮􀁾􀁲􀀠lat')el 'Warning and 􀁍􀀺􀁡􀀮􀁕􀀺􀁲􀁩􀁾􀁬􀀠Safety Data Sht!et for ImportMl health and safety Eofonnation prior to the 􀁜􀀱􀁾􀀠or this prl'.lt.Wcr. Kteep out
of the re:acll ofdUldreu. APPuc....nO:>i MIXING FOT lifE THINNING SUifA£! llMPEi!tIM! APPUOOIQN EOOIPMENT Notet The above reflects 􀁴􀁨􀁾􀀠[!)\:.Il 􀁲􀁡􀁮􀁧􀁾􀀠tt) which Series 66 call
he: ...ppJied for spetific :o:ppli.i;;ation.", To inS\lfe th.c proper thickness and number of CQats is specified for Certain subsrr.J.tC!6 3.nd expOlWres. como-ult the "ncroec Guide
Specifications; and/or cont;tcr Ytlur Tnemec tt;przsellt&tivt:. Note: RoUer or brush appliC!Ltioo may rti!ujre twO or more C(,at=, to obmin re:t:Q,mmendt::tl film tl1ickne.,<;s. Allow
fc)r ()\'I:::rsprny and svrfuce irre::;ulariries. film thicknea :Is rounded t() the nellt1!S( 0:5 mil Or !) mjcmns. A?pli<':<'tlon of coating l,)eJow rrdnimum ()r :.;:t,ove-ma....imvm
recolYlmcn<£ed dry fUm thickness:::s mll)' adverse:1y 􀁾􀁦􀁦􀁥􀁣􀁴􀀠coating performance. Po,,""\:[ nllx C(lntt:ntt' of each container. making: ,$ute no pih'rn<.m[ .I-emWnt; on 􀁴􀁨􀁾􀀠bu{[nm.
POUI' a t!'lt:'.f-...iJrccI 1UnmJnt: of Part B intt;; ;l clean Ct.;nl.aice.r larse enough to hl)}d both component:;, Add an e:qu:ll volume (1f Part A to Part B Mlilt:: under 􀁾􀁕􀁬􀁴􀁴􀁯􀁮􀀮􀀠COntinu
e 􀁾􀁺􀁩􀁴􀁡􀁴􀁪􀁯􀁮􀀠l.lntU the twO components are Uu:1ro\,lghly mixed. Do nut 􀁕􀁾􀀠J'tli'red matl..'Tial beyond pot. life limiu. Noit::: Both components shuultllx; above SOc,P (1D"C)
prior tt, mixing" For appiicjtion to 􀁳􀁵􀁴􀁦􀀧􀀮􀁌􀁃􀁃􀁾􀀠􀁢􀁥􀁲􀁷􀁾􀁣􀁲􀁴􀀠􀁾􀁆􀀬􀀠to 6DI'F (10°(; to 􀀱􀀶􀁾􀁃􀀩􀀮􀀠atlc:rw miXed m:llcn31 to stand thirty (30) 30) .m.inutes and restir
berme: u.,oting, For optimum Jppliclltlon propelties, blended comp£lm::nfS should be: abo;.-c 600f (16°(:;), Mbtit:Ig ratio i." one to one by vohmte. 20 hour$;tt 50°F (10°(:) lO hO\.lfS
ar 77"1" (25°C) 4 hO\lfS at 100°f 􀀨􀁾􀁃􀁊􀀠􀁴􀁊􀁾􀀠1\0,4 'I'hlnm:r. llot' ai:' sPr'.J.Y, thln up to 􀀱􀀰􀁾􀁜􀀠Of 􀁾􀀠pint (£S80 mt) 'Per g.:lllon. For aIrlt:I>s "1'r.'-y, roller or
brush, thin up to 5% or 􀁾􀀠pinc (190 mI.) per 􀁾􀁬􀁬􀁯􀁬􀀩􀀬􀀠 MinimUnl 􀀵􀀰􀀡􀀩􀀱􀁾􀀠OOlle) M,U::imUill 􀁬􀁾􀁗􀀧􀁆􀀠(S79 C) Tile!: 􀁾􀁵􀁲􀁦􀁾􀁣􀁾􀀠􀀵􀁨􀁯􀁜􀁊􀁬􀁴􀁬􀁬􀀻􀁴􀁾􀀠dry and
at least ,oF (;OC) abvvc rhc dew pclinL. Coating VIm not cure below mill.1nlLlln Kur'fute telUper'J;t\lJ"e, Air Spray I Gun Fluid lAir Cap! Air .!lOSe Mat'llWse IAtomizlnll i Pot jTl:p
'lD m 􀁾􀁵􀁲􀀮􀀠i P""""ure I DeVilbiss E 76, I5/16-"'r 5/S" 518' or 112' 175-100 psi i 10-20 psi , lMllc orlGA I or 79 (7.9 "" 9S rom) (9.5 or 12.7 mIn) (5.2·6.9 !lac) i (0,7.1.4 h.r)'
Low teotpetkltutTtS or luoter hoses n!tjU1!"C htgher 􀁰􀁯􀁾􀀠pressure. Airless Spray 0.015--0.019' (380-485 m;c-rons) 1500-3000 psi (124-207 bar) I 1/4"' or 3/S" (6,4 or 9.5 nun) I 60
mesh (250 micro••) Use appropriate tip/lltomizine; prt.:$wre for 􀁥􀁱􀁬􀀮􀁴􀁜􀁰􀁭􀁥􀁴􀀮􀁉􀁾􀀠appllcmor tec:hnJque and weather (:nndltlons. Ncm=: AppiiQltioo over fOOIg..'\Oic Zinc-ridl
primers: 􀁁􀁰􀁰􀁬􀁾a ""et mist l,;(lat 􀁾􀁮􀁤􀀠allt)\V tiay bubhlC$ ro fO:n}1, When bubo"", <llsoppw m 1 \0 2 mmu1<., .pply • It,ll ",;"" ooat " spCCl"cd millhiekm:5s. RollCT: Roller
SLpplicatiotl optional 􀁷􀁨􀁾􀁮􀀠ef1vittmmenm! resuidioos do not :t110"," "praying. tfflc 3/8'" or 1/2" (9.5 ram or 12.7 mill) synthetic nap ""v.rs. snJ5b.: lrea:Jm01etldi:d for anlOlll
􀁡􀁊􀀢􀁃􀀳􀀬􀁾􀀠􀁯􀁮􀀱􀁾􀀮􀁟􀀠lJsc hIgh qualit¥ natural or 􀁾􀀭􀁹􀁭􀁨􀁥􀁴􀁩􀁣􀀠hristle bt'Ush(!). flush uno cl!t10 all (,.'quipment: irnmediQ[dy ;tftel' :w>c: with tilt' rccommf:'ntie:d
thinner or J'rIEK. +vruUC.ti may vary with color. wamm &U'«!OOlUM 􀀡􀁬􀁾􀀠stUIt's mlllUN; inm< ttmpClly, 11K. 􀁍􀁴􀁴􀁉􀁈􀁬􀁉􀁾􀀠fl.+( ilK:t Its [.tlIt\l 􀁮􀁉􀁾􀁤h.UM mtd '" 􀁦􀁾􀁦􀁭􀁶􀁢􀁩􀁵􀀠􀁊􀁬􀁾􀀢
(It IlIuu", 􀀨􀁐􀁬􀁉􀁉􀁐􀁾􀀱􀁴􀁦􀀮􀀠!tv.. iiIf WAIURtY nUtillrtiUlll1t 􀁕􀁾􀀧􀀧􀁜􀁾􀁾􀁗􀀧􀀡􀁦$1Wt It ,. UW Of An (lnlte 􀁾􀁲􀀬ImtSSto OR IMPlIED, lK{tmJlG BUi mrr UJ!rrtt roo Alif IilfUto
WUWll"t 􀁏􀁾􀀠,m(jWIlelUnOR flfMSi 􀁦􀁾􀁾􀀠 IAffl(UW: I'IIWOSE. JIlEKi' Ilt NO WAitllilUS 1m mUID 􀀸􀁦􀁭􀁬􀁬􀁾'!HI: O&ilr1l01l 0Ji lin fACE Ill®f. U, 􀁫􀁴􀁴􀁬􀀧􀁷􀁾ONJ 􀁴􀁊􀁤􀁾􀁩􀁎UIII';dy
􀁾􀁬􀁬􀁬􀁦􀁾􀀨􀁇􀁬􀁉􀁉􀁉􀀪􀁉􀁾􀀬􀀠111(.111'" hi fll 􀁦􀁴􀁾􀁦􀀱􀀡􀁜􀁕􀁉􀀠tI tAl D(ODW-j., tile _ Ctml:l1n lII.ft olbJ!Oirla 􀁾􀁾􀀢􀀱􀁉􀁴􀁦􀁉􀁉􀀱􀁾􀀠.1l51 t6Il th: 􀁴􀁊􀀻􀁤􀀢􀀧􀁾􀀻􀁬􀁉􀀧􀂻􀁉􀀡􀁖􀀠mlR
flO1t.M laiWlIl 'l1AllI'IIl9\I.--,oJe 1lliln;!Ii ll'lflllt( i:; 􀁾􀁉􀀮􀀧􀀡􀁉􀁉􀀠I( IIlniLirfMU'lllb1t _CfllQ1'l1 􀁾􀁯􀀱􀁴􀁲􀁯􀁬􀁫􀁴􀁾􀀮􀀠liO Olllli ROOm tt.\1WI!iG, M 􀁉􀁉􀁉􀁉􀁲􀁴􀁬􀀮􀁬􀁬􀁬􀁬􀁬􀁴􀁬􀁬
􀁬􀀮􀁬􀀧􀁎􀁴􀁬􀁄􀁂􀁉􀀧􀁨􀁬􀀧􀁾􀀠􀁾􀂻􀁍􀁕􀁊􀀺􀁩􀁾􀁓􀀠IDIMJ rroms. 􀁕􀁉􀁓􀁬􀁓􀁾􀁴􀁓􀀮􀀠UUUrtllmRSDIl(1g HIJPEtn, W1'!kOkbllmllllJUPJElOUMY 􀁄􀁬􀁬􀀡􀁴􀁴􀁬􀁾􀁃􀁭􀀡􀀺􀁋􀀧􀁲􀁵􀁯􀁴􀀠{tI1iSRlulJlnu
IDS!) SlW.l at: mlWU 10: b!E BUTiL 􀁬􀀺􀀮􀁣􀁦􀁬􀁾􀁉􀀨􀁃􀁜􀀠r...I 􀀧􀁲􀁐􀁾􀁴􀁬􀁬􀁤􀁮􀀠􀁩􀁾􀀢􀁾􀀹􀁦􀁴􀀡􀁮i, Of"wc III ltoo;wplJ!S! of dIlIH",,*,g t ItMM pMldl d tho rulint lIh:I JIIO!OI
tcttmo 􀁴􀁉􀁪􀁉􀀺􀁾􀁜􀀨􀁉􀁮􀀠911tdllm, 􀁲􀁾PtifuMIOICII 􀁴􀁭􀁬􀁬􀁾􀀠wmfllltutlll: 􀁾􀁨􀁾􀁾􀁴􀀴􀀮􀀱􀁉􀁴􀀱􀀱􀁬􀁴􀁬􀁬􀀧􀁜􀁬􀁘􀀠􀁾􀀱􀁊􀁘􀁬􀁾􀀠\ltdcim 􀁦􀁢􀁴􀁩􀁬􀁬􀁴􀁥􀀺􀁾􀀠􀁉􀁾􀁊􀁲􀀠wm:
olm)em. 􀁯􀁘􀀨􀁾􀁬􀁴􀁬􀁴􀁬􀁲􀀠􀁾􀁃􀁬􀁗􀁬􀁦􀁤􀀡􀁃􀁬􀁗􀁩􀁬􀁬􀀡􀁬􀁬􀀧􀁋􀀱􀀧􀀡􀀻􀀬􀀠M Q.Ii=, 􀁾􀀡􀁵􀁲􀁴􀁬􀀢􀀻􀀡􀁉􀁉􀀧􀁬􀁉􀀡􀁥􀀡􀁩􀁉􀁾􀀠fNlmcuo 􀁗􀁩􀁉􀀩􀀧􀁾􀀨􀁏􀁲􀁦􀁬􀁲􀀮􀀠i. (JnII 􀁾Mnu:iKd
i\ 1!it:te1crK«\IIIi 1M J lit 􀁊􀀺􀁬􀀱􀀡􀁬􀁉􀁾􀀡􀁉􀀮􀀠filllllDl51l1A.L un liliiT, illfAfi (OJMAk'f 􀁉􀁬􀁩􀁲􀁯􀁴􀁐􀁏􀁾􀁾􀁈􀁉􀀡􀀠 6100 (!Ii/OW! IIllVl. WlSAS mY, MI5S0lJll 04121H312 f![:
I iOlJ T/iEMR I Iff/ld,cmeUDlll 
PAGE 64TNEMEC-BARRV GROUP11/63/2604 13 9 972 312 8468 Tnenle-Zinc 90-97 PRODt'CT PROFILE GINfRI< DfSCRIPIlON Aro.tru:ttk Urethane. 2inco.Ricl1 CO/MIOl1 USAGE An wvanced tedmologf, two-COmpOIlCIDt,
moistUrt':--cured. zinc-rich primer providing exnnordinary pefor:trutnce. It's user friendly 􀁾􀁮􀁤􀀠r.4pid curiJ'lg 􀁾􀁯􀀠that c.:henlica1-and COtTO5ionw(csistant topec.us can be appUed
thG ""Sa.m.t."<iay." Also 1,.15'$d for field touch-up of inorgank .tine coating. Application method!; include "dry-fu.ll" under certain conditions (see ApplicatiOn). llNC DUST CONlfNl
8;% by weiSht in dried Jilm COlOR 90-97 R.:<ldlsh-gmy 5l'EClil OIlAllFiCADONS 􀀹􀀰􀁾􀀹􀀷􀀠TneJne-Zinc U8<:lS a ,..inc dust .....1Uch meets th<: requirements of ASTM D 520 'rype m .md
conmins less chan .002% ie-J.d, TIll.'1 It;."Ve1 qualifies it to be classed as "'non-lead" (less than Q.06% j""d by weight) .. d",,,,od in p"" 1303 of the CQrn,umer !'rodu", S:.rety
Act Regulations. Conforms to SSPC l.'aint 20, Type It. PtRfOl!llMl1i CmERIA Ex",nsive te" te" data available. COIItact yoot Tn"mec representative fur speoifi<: reS! results. COATIl\;G
SYS'CEM TOPCOATS &en"" 6, 26, 27, 46H-415, 156. N69, 73, 84, 104, 113, 114, 161, 175, 1074, 1075 NOte: Certain topcoot colors ffi:\Y 110t provide one-coat hiding depending on method
of application. Contact your Tnel'Cec t'el'J'l:Sem:ative. SURFACE PREPARATlO1\ Severe Exposure. SSPC-SFIO Near-White BlOM Cleaning. Moderate llxposw:e: sspC-SP6 Commercial Blast Cleaning.
TECHNICAL D;\TA VOLUME 50UDS 63.0 :0: 2.0% (mixed) RECOIMIE»VEO OFT 2.5 to 3.5 mils (65 to 90 micronS) per coat. aJIINGTIM! Temper:l"",eo To B:wdle To Re<:oat 􀀱􀀧􀁉􀁩􀁾􀀰􀁕􀁉􀀴􀀴􀂷􀀱􀀱􀁡􀀠7"F
(24'C) 1 hour 4 hours 65'F (la"c) 􀁬􀁾􀀠hours 􀁓􀁨􀁯􀁾􀀠S.,"P (11°C) 2 hours 6 hourS i 45'F (7"C) 2'1.0 hours 7 bouts ,S'P (Z·C) 3 hours Bhours -5000 relatiVe n,<midity. Cunng time will
wry "irh 􀁾"""f"'1'01Ure, humi;j;(y and film 1hiclrness. Wil' 44·710 Reference the 44-710 Ureth.ne AceeleJator product dara 􀁓􀁨􀁾􀀧􀀼􀀱􀁴􀀮􀀠VUIATIlE ORGAN[ unthlruled Thinned 2.;;%
Thinned 10% COMl'OllHDS 2.67 lbs/gallon 2.781bN'gallon 3.09 lbslgallon 020 gmmsIIitre) (333 gram.'V1irre) (370 gtrull-'V1itre) THEO!EllCA! (O'IWIlE 1,011 mil sq fe/gal (24.8 rn'/l ..
25 micron.). 5 .. APPIlC/,nON for coverage rates. NUM8£R OF (1),\\1'ONfNlS 1'wo: Pan A and Part B PACKAGING Four-Gallon and One-Gallon Kits, Consist of one premeasured container of liquid
(Part A) Md one premeasurod conlainer of pcrwder (Part B). When o;dlred, yieJds four gdllon. (l,UQ Or one gallon (3.79L). NET WEIGHT PER GAllON 23.94 ,;, 0.60 100 (10,86 ± .27 k,g) ST0iA6E
1£I,\/EIlATUlif Mmlmum 20'P (-7"C) Maximum 1l0"F (43'0 lfMlWTIJRE 1ES15!ANC£ (l)ry) CQntlnuous 250'F (121'O lo!emlitrent 3000 f (149'0 SHelf UFE Part A: 12 months at ",commended 􀁳􀁴􀁑􀁾􀀢􀁧􀁥􀀠tempo
r;!=. 􀁾B: 24 m.onths at recommended storage temperature. FlASH POINT· sti\ :Palt A, 78'F eWC) Pllrt B; NA H!ALTH &SAFElY Paint produCtS <OIItain cOcmlcal ingredients whlen are considered
!Wlllrdous. Iiea(i <onlainer !abel """""OS .nd M:!tcrial Saf<;ty Data Sheer for lmpottant health and safety infurrnadon prior to the use of this product . .Keep Out of the reach ofdIiIdren.
Mlithrl!l.thftltd loll gd 1M!!\Idiw 1ft 􀀱􀁾􀀻􀁬􀁮􀀡􀀠􀁾tkm .-fthU1 DQUU. 1M !IIIn,. 􀁵􀁦􀁾􀁬􀁯􀀬􀀠􀀣􀁬􀀢􀀢􀀧􀁊􀁾􀁉􀁉􀁉􀁉􀀢􀀮􀁻􀁬􀁪􀁭􀀠􀁉􀁢􀁾􀁡􀀡􀁾􀀠lit Itllttlll{d (Ill rh 􀁾􀀱􀀱􀀠(;If!In!
hdolial 􀁤􀁾􀀡􀁯􀀠JIll:! in)ln.<fIoO! II Jill N\' 􀁲􀁑􀁾􀁉􀁡􀀻􀀱􀀠PI' Tnllltt 1O,t1J1rloflYO 􀁉􀁾􀀡􀀠􀁾􀁕􀁬􀁴􀁬􀁬􀁬􀀠􀁪􀁬􀁴􀁨􀁾􀁫􀀻􀀡􀀠4.14 􀁯􀁾􀁤􀀠imtt'\lUtMl. o July 2.002, by Tncmec:
Wml1AAY. lne. 90..97 
PAGE 05TNEMEC-BARRV GROUP11/63/2004 13 49 972 312-8408 0-97 Tneme-Zinc APPUCATION (/,I!fION! Dry ov"rspray <:an be 'iViped or' washed from most 􀁳􀁾􀁲􀁦􀁵􀁣􀁥􀁳􀀮􀀠􀁓􀁾􀁴􀁩􀁳􀁦􀁡􀁣􀁴􀁯􀁲􀁹􀀠dry-r.n
performance depends "po!> height of work, ",••ther conditiOt\S and equipment adjustment. le>w temper.orure ,. of particular concern, Test for each application as ['OlIow", Spray from
15 to 25 feet [(,ward. paint OOOtainer, The marerial thon shollld readily wjpe off. 1'1otoo H<:a' can 􀁦􀁾􀀢􀀬􀀬􀀭􀀼􀁬􀀱􀀧􀁊􀀧􀀠o"""pray to surfaces. AlwaY" <loan dry ovorsptay from
hot surface. before f".inS '>CCU!S. Be aware til" SUtf4Ce tempcratute$ COU1 be higher than air temperature. COV!!AGE ItI.lf5 QVcrsptay and FHtn CO 􀁴􀁨􀁾􀀠nearefi.t 0.5 mil O.I' 5 micron:;.
Application of coating minimom or above maximum rt:commended dry rufO thiclme.«es may adver.",ly affect c'Oatinj) performance. MIXING Always use tbe entire CQnl<:nts of A and B comporn:nt!i.
Use an air-<ltiVen J'O"I"l' mlxct .00 keep n1l1terlal under COD,1a!lt o,gi..don wl1iIe mildng. Slowly Sift powder (Part B) """ 􀁬􀁩􀁾􀁩􀁤􀀠O':Irt A), -1)0 Nor 􀁾'I'h.Is l:'ro<:edurc-Adjust
mb!:er 'peed to b"",k up lumps and miX until the two component. src thoroughly blended. S<:Qin through a 􀁾􀀻􀀠10 50 "'''''h 􀀨􀁾􀁏􀁏􀀠to 600 microns) SCI'lO<m 􀁢􀁥􀁦􀁾􀀠uSlng, For sprny
appli<:>ttion, keep under low RPM agitation r<) l'"",,c'!lt settling, For brush or roUer application, stir freq\lendy 10 P'''''''nt settling, Do nOI use mixed n1l1terlaJ bOyond pot life
limits, I'(JT UFE 8 hours at 7i'F (25'C) and 50% R.H. caution: This prodL.lCt C1Jres wlrh moisture acting 􀁾a catalyst. lI1.corporotion of moisture or moisture laden 􀁾􀁩􀁲􀀠(humidity)
during use wjJl shorten pot 􀀱􀀱􀁾􀀮􀀠Avoid continual agitatiotl at high RPM. When 􀁦􀁥􀀺􀁬􀀮􀁾􀁢􀁬􀁥􀀠k..,p containerS of mixed materi,1 covered during use. THINNING For sprny, thin
up It) 10% or 'l'l pint (380 mlJ per gallon with No. 2 Thinner iftl!mperalUni$ aT<: below 80'1 O;rC), Tnin up to 10% or" pint GBO mLl per gallon wlIb No, 3 'Thinner if lWIperarures "'"
above 80'1 (27"C). For brush or roUer; thin up to 10% or '>I pint 880 rnl,) 'iV1th No. 3 Thinner. 00 not thin ma'" than 2.50/, wben. air pollution "'f!'.,I.tiOWl limlt the .tmospheric
discharge of volatile organic compounds (\rOC) in coalinfls to a maximum of 340 grunsl1ltre (2,80 ibslgal), SURfACE TfMPERA1URI' Minimum 35'F CZ'O Maximum 120'< (49'C) Mwrimum for Bn.>Sh
&: Roller 100', (38'C) The 􀀤􀁾􀀮􀁣􀁥􀀠should be dry ll1ld at Ie-••t ,'F (3'C) .bove the dew point. APPUCATIOH EQUIPMEkT 1'1<>1<> When lloil;h COatS are white or ligbt colors, best hidin,g
of tbls dark color primer Oln be achieved by spray appiict.tlon; OJ' when roner applied, by using !4" nap covers. AlrSpray i Gun Fi1:,cl All: Cap Air Rose I _'l8'_ A_g l'r!"'sure IlD
II> P:I:'£;.55UteI aink> No. 66 63 PB 5/16" or :va" i 318" or 1/2" "0-50 psi 10-20 psi i lSor62· (7,9 or 9.5 rom.) <95 Qr '-2.7 mm) (2.8·... bar) , (0,7-1,4 bar) . "• {\oVlID heavy mastIc
sprlflg) Low lempenlHlres or JOJ'lger hoses W'IU reqUIre addl.uooa.1 pteS.'iUre, Use pre.ruture pot equipped with at') ligitator and k.eep presmJl¢ pot at same l(:,"Ve[ or higher than
tho .pray gun. Compressed air must be dIy. 􀁾less Spray 'fipOrifiO! AtomiziDg _rc _'IRosell) ManJfoId. Filter 0,011'-0.021" 2400-3000 ""I • 1/4" QC :VS" 6Om",", (450-535 enl""",) (165-207
bar) (6A or 9.5 ,nrn) 􀁾􀁄mlCl'OllS) Re"",.ibl. Tip , , . . U'" appropdste 􀁴􀁩􀁰􀀯􀁾􀁾for "'l"'pm<:ru. "ppl=r rechnique and weather conditions . Keep material agitated to prevent settling.
Rolkn 'use .. 1/4" or 3/8" (6,4 rnm or 9,5 1M» S)nthetic nap cover. Stir material frequently or keep under agiratlOn to prevent settling. BrusJ>, Ure high. quality natur>! or synthenc
briStle bru.>;hos. Flush opd clean aU equipment immediately after use with the recommended thinner ,,, ")'Iene. 􀁗􀁾􀁬􀁗􀁩􀁲􀀡􀁾Of SUtlfS t!I!!!.n1': 111l:11101: coawrr. 1111:. ",,",QIII'
􀀰􀁉􀁉􀁬􀁾􀀠􀁾􀁬􀁬􀁮􀁾􀁮􀁰􀀡􀁬􀁬􀁴􀁬􀀧􀁬􀁬􀀺􀁊􀀠􀁾􀀧􀀪􀁴lIu 􀁦􀁾IlonilorCi trlt¥m:r(OIIII\4r.t. 􀁾􀀠l'Iit mallfl BE5CIIU' tN tilE UM twWPllruIi If Ii lIiU Of AU OtllH w,Um. OO'UlSfD
OIIIUPutD. 􀀡􀁾􀁡􀁗􀁬􀁴􀁎􀁇􀀠aliT m 1It\I,.tirQ ro,,VlJ IitUf.D 􀁷􀁾􀁲􀁍􀁬􀁬􀁬􀀠Of MttrHIlII1,U11IT ot flTb'Ui rOll tAETIOIIJf 11.1l1'DSt llltu AU HO WWRI1lIS llUT moo ifY01!J TIlE DtrolPl'lOS
til TRE Uti 1I!imr. ThQ b'l'l'ff'ulli oN! Old. tt....w 􀁾􀁭􀀩􀀺􀁴􀁲􀁊􀁬􀁴􀁬􀁬􀁜􀁴􀀨􀀠c.ruCtiy, 􀁉􀁾􀀠lW" fill' 􀀱􀁉􀁉􀁾􀁉􀁯􀁣􀀬􀁍􀁴􀁴􀁉􀁬􀁉􀀠vile 􀁾􀁉e!llt Ill'Wdillmain 1lIIIdI!lold
It" JI!)IiI{fJIKruIii it 􀁾􀁦􀁒􀁾􀁲􀁴􀁣􀁤􀀠It. 􀁾WlftrM lilt bml hi&.! 􀁩􀁉􀁉􀀮􀀢􀀬􀀬􀁾􀁾􀁉􀀡􀀠plilpm CI _, 'I Imurlnd!J;ll II ,JJ'I'\IIt 􀁍􀀩􀁾􀁉􀁬􀁉􀁢􀁉􀁾􀀠rlfbWhllI 􀁾􀀡􀁄􀀧􀁬􀁒􀁦􀀠I;
lilt 􀁾􀀮􀁉􀁉􀁄Ollla 􀁬􀁢􀁉􀁴􀁏􀁬􀁾􀀮ilJT '1l1l1AIDUI Ttl, 􀁬􀁾􀁢􀁬􀁬􀁉􀁷OR tCNSEQl)!1!f1M. Ow.A;iS 􀁾􀁏􀁾􀀠Lon'lWlB, LOST SI,tU, 􀁉􀁉􀁕􀁕􀁒􀁾􀀠10 fWOH O. UUPfrrt 􀁏􀁏􀁉􀀦􀁏􀁾􀁍􀁦􀁭􀁌􀀠IlIlIlil50R
MY OM! IHtlN/fUl rn COfiiIU!.'(HTIAl tOSSI 􀁓􀁬􀁕􀁴􀁾􀀠tE li'WBU 1lI TIll NIYU. lrddIl:IIl 􀁾􀁭􀁾􀁾􀀧􀁬􀁨􀀮􀁲􀁦􀀡􀁬􀁯􀀱􀁫􀁩􀀱􀀠milliI pnl'llilld fut ll'.6 􀁾􀀡􀁬􀁃􀁫􀀠01 􀁾􀀱􀀱􀀡agmml
pJ!IIG Illite W'"i _ prlll4l urIm; IpptlOrlon ,11tt6.n. Jol 􀁾􀁤􀁯􀁭􀁾􀀮􀁉􀁴􀀺􀀡􀁴􀀺􀁬􀁴􀀠.:tII __11'10 1'l!eI!IIII;iI4IMII_II!I 􀁖􀁉􀁉􀁉􀀧􀁉􀁾􀀠(DIIII'ny.M 􀁤􀁾􀀡􀁮􀀩􀀠IIr.Ir rinse
IIlIU( 􀁾􀀱􀁉􀁦􀀠􀁉􀁉􀁾􀁴􀁴􀁾􀀮􀀬􀀠􀁾􀁄􀁬􀀴􀁩􀁾􀀠􀁾􀁯􀁦􀁬􀁬􀁮􀁙􀁗􀁍􀁦• .l: 􀁑􀁐􀁰􀁉􀁊􀁃􀁉􀁉􀁉􀁾􀀠􀁴􀁴􀁴􀁾􀀬􀀭􀁬􀁩􀁌􀀠􀁾􀁗􀁟􀁢􀁲􀁴􀁯􀀡􀁾􀀠11'11 􀁴􀀧􀁉􀁉􀁉􀁙􀁩􀁾􀁤􀁬􀁃􀀴􀁤􀁴􀁲􀀬􀀠errt
t'JfO 􀁊􀁾􀀢􀀬􀁾􀁬􀁈􀁤III 􀁴􀁨􀁾􀀻􀁩􀁦􀁉􀀧􀁤􀀠􀁉􀁬􀁕􀁊􀁦􀁬􀁩􀀻􀁷􀀺􀁲􀁉􀁾􀀮􀀠fOl 􀁬􀁾􀁮􀁬􀁩􀁓􀁔􀁬􀁉􀁁􀁉􀀮􀀠U5fOu't . 􀁬􀁾􀀡􀁲􀁵􀁬􀀠(OIU.IJIf 􀀡􀁬􀁉􀁴􀁯􀁬􀁬􀀧􀁄􀁷􀁴􀁾􀀠 o.!OO OI'IPOlAlt
IIrlVt WS;.s CIll, IilSSQUII 􀁍􀁬􀁾􀁔􀁊􀀱􀀲􀀠lH: 18en 1!U!t 1 􀀧􀁬􀁦􀁦􀁩􀁊􀁍􀁮􀁮􀁣􀀮􀀨􀁾􀁬􀁬􀀠 
From the desk oj-Jenny Nicewander, P.E. Project Manager PO, 80x 9010 (972) 450-2860 Addison, TX 75001-9010 Fax (972) 450-2837 e-maiJ: jnkewander@cLaddison.tx.us Date: __________ .....
".', 
--------------------------_... COOK SURVEY , NO. 326 PLANO COMPANY 1248. PG. 3622 F (1.0289 ACRES) Jl= 􀀧􀁕􀁾! . PARCEL 10 ----._. 􀁾􀀠......-y>'-----5/8" I.R.F. -----W/'DC$A ..........
{ --.--. -􀁾􀀵􀀯􀀸􀂷􀀠I.R.F. -/'􀀭􀀭􀀭􀁾􀀭􀂭(' 􀁾􀁃􀁁􀁐􀀡􀀡􀁬􀀠EDWARD COOK SURVEY { 15101 ADIlS'Qff m.} ABST. NO. 326 THE FILLING STATION OF ADDISON, INC. V" VOL 94100, PG. 5577 •.j
3,666.5 SF (.OB42 ACRES) SvLTl"/1V k. C{fAtv/"f;tEDWARD COOK SURVEY j .ABST. NO. 326 /" SAULS JAMES E ,v 􀁾􀁢􀁲􀁬/j11f1.VOL 77153. PG. 1028 5/B" I.R.F. (/'" t1\ 􀁾􀀠1 33.713 SOH. (O.774,
ACRES) Wj'DC$A /I?rJ. AI p.v 1 {; [ t.I r 􀁾􀁶􀀠to 􀁾􀀠(,\ ,\Q fJ t hf ( 15201 I.!)I)IS(lI RIL ) I iw.c.w:HA R!S11.W!tHT !l {l/t/f1r •....I -{\􀁩􀁚􀀧􀁾􀀧---.PARCEL 1 ._--􀀴􀁾􀁾􀀠5'011
'"M .1 I 1/2" I.R.F. PARCEL 2 ! i I I \ 'fi/!:wMf---l I g', 􀁾􀀮􀀭􀀮􀀮􀁥􀀮􀁶􀁲􀀠􀁉􀀢􀀧􀁾􀀧􀀠'1' -y--_._.-I 
􀁾"King Fabrication 􀁓􀁰􀁥􀁣􀁩􀁡􀁬􀁩􀁺􀁩􀁮􀁧􀁾􀁩􀁮􀀠Manne & Industrial Fabrication Providing: .. Structural Steel Fabrication .. Aluminum Fabrication .. Stainless Steel Fabrication ..
Large Pipe Fabrication .. Shearing, Forming, & Burning Services For: .. Marine & Industrial Applications 􀁾King Fabrication L.L.C. + 19300 W. Hardy Road + Houston, TX 77073 + + Phone
(281) 209-0811 + Fax (2811209-1774 + e-mail sales@kingfab.com + 
􀁾King Fabrication Specializing in Marine & Industrial Fabrication 􀁾King Fabrication L.L.C.• 19300 W. Hardy Road. Houston, TX 77073 • • Phone (281) 209-0811 • Fax (281) 209-1774. e-mail
sales@kingfab.com. 
􀁾King Fabrication Specializing in Marine & Industrial Fabrication 􀁾King Fabrication L.L.C.•;. 19300 W. Hardy Road 0) Houston, TX 77073·:. .:. Phone (2811209-0811 .;. Fax (2811209-1774·;·
e-man sales@kingfab.com':' 
􀁾King Steel &Supply Warehousing, Distribution & Sourcing Carbon, Stainless & Aluminum Structural Shapes ( W, s, WT, M, C, MC, L) ASTM A36 -ASTM A572 ASTM A588 -ASTM A992 All Shapes
and Sizes Available Stock Lengths are 20' -60' Cut To Length in 5' Increments Carbon Plate Low Carbon AISI1008 Medium Carbon AISI1045 Hot Rolled Structural Quality ASTM A36 ASTM 283-C
High Strength Low Alloy Plates ASTM A572 Grade 50 ASTM A588 Grade A ASTM A656 Grade 50 Pressure Vessel Quality ASTM A515 Grade 50 ASTM A516 Grade 70 Structural Quality -High Strength
Alloy ASTM A514 Grade 70 Floor Plate ASTM A786 Abrasion Resisting Alloy Plate AR225 Please Call for stock sizes Sheet and Coil Hot Rolled ASTM A569 ASTM A570 ASTM A36 High Strength Low
Alloy ASTM A606 Type 4 ASTM A607 Grade 50 Cold Rolled ASTM A366 Coated ASTM A653 CS and LFQ: Galvanized and Galvannealed ASTM A463 Type 1 Aluminized Please call on available Plate and
Sheet sizes in stock. Bar Grating Carbon -Stainless -Aluminum, All grating may be ordered in full panels panels or fabricated to your specifications and plans. Carbon Tubing and Pipe
All Schedules Hot Finished Seamless Cold Drawn Seamless DOM (Drawn Over Mandrel) Cold Drawn Butt weld A512 ERW A513 ERW Hollow Structural Tubing Sold in Mill Lengths Carbon Steel Flats
and Bars Commercial Quality Low Carbon AISI 1018 AISI1020 Medium Carbon AISI M1044 AISI M1045 Structural Quality ASTM A36 ASTM A529 Grade 50 High Strength Low Alloy ASTM A572 Grade 50
ASTM A588 Grade A Stock Length is 20' Fittings Forged Steel -Socket Weld Pipe Nipples -Weld Fittings Flanges -Hammer Unions Stud Bolts -Gaskets -Weld Studs Stainless & Aluminum Fittings
Fasteners Threaded Rod Hex Bolts & Machine Bolts U-Bolts & Grating Clips All Grades of Carbon, Plain and Galvanized, Stainless and Aluminum Available ! ." Galvanizing & Coating Services
Available Visit Us On The Web at http://www.kingsteelandsupply.com Or E-Mail toinfo@kingsteelandsupply.com 􀁾􀀠King Steel &Supply L.L.C.•:. 19300 W. Hardy Road .:. Houston, TX 77073
.:• •:. Phone (281) 209-0811 .:. Fax (281) 209-1774 .:. www.kingsteelandsupply.com .:. 
􀁾King Steel &Supply Warehousing, Distribution & Sourcing 􀁾􀀠Carbon, Stainless & Aluminum Stainless Plate Type: 304, 304L, 31SL Stock Widlhs: 3/1S" -3" Standard Lengths: 8 ft., 10ft.,
12 ft., 20 ft. random Stainless Sheet Type:304,304L,31SL Stock Gauges: 10 Ga., 11 Ga., 12 Ga:, 14 Ga., 1S Ga., 18 Ga., 20 Ga., 22 Ga., 24 Ga. Call for stock sheet sizes Stainless Tread
Plate Type 304 Thickness: .125" -.250" Call for stock plate sizes Stainless Angles T304, T31SL Stock Length is 20' -24' Random Stainless Flat Bars T304,T31SL Sizes: 1/8" -1/2" Stock
length is 12 ft. Stainless Square Bars T303, T304, T31SL Sizes: 1/2" -2" Stock Length is 12 ft. Stainless Round Bars T303, T304, T31S, T31SL, T41S Sizes: 1/8" -8" Stock Length is 12
ft. Stainless H -Beams T304 All sizes in 19' -20' Random Stainless Channel T304, T304L, T31S, T31SL All sizes in 19' -20' Random Stainless Pipe Assorted Grades & Schedules Single Random
Lengths Aluminum Plate Non Heat Treatable 5083-H321 5052-H34 Heat Treatable 2024-T351 SOS1-TS51 7075-TS51 Stock Sizes 1/2" through 3" Call for stock plate sizes Aluminum Sheet Common
Alloy 3003,5052 Heat Treatable 2024, SOS1-TS, 7075-TS Stock Sizes: .020" -.190" Call for stock sheet sizes Coils are also available in: 36". 48", 60" Widths .020" -.250" Thick Aluminum
Tread Plate 3003-H22, 508S-H11S, SOS1-TS Thickness: .125" -.250" Call for stock plate size Aluminum Pipe SOS1-TS Stock Sizes: 112" -12" Schedules 40 & 80 Other Grades & Schedules Available
Stock length is 20 ft. Aluminum Angle SOS1-TS,508S-H111 Stock Sizes 3/4" x 3/4" x 1/8" -S" x S" x 112" Stock lengths based on mill availability Aluminum Flat and Square Bar 2024-T351,
SOS1-TS, 7075-TS Stock Sizes: 1/8" -S" Stock length is 12 ft. Aluminum Round Bar 2024-T4, SOS1-TS, 7075-T351 Stock Sizes: 1/4" -S" Stock Length is 12 ft. Aluminum Structural Shapes SOS1-TS
I-Beams, H-Beams, WF-Beams Channels, Tees, Zees, Tubing Stock length and sizes are based on mill availability Call for stock shapes and sizes 􀁾􀀠King Steel &Supply L.L.C.•:. 19300 W_
Hardy Road .:. Houston, TX 77073 .:• •:. Phone (281) 209-0811 .:. Fax (281) 209-1774 .:. www.kingsteelandsupply_com .:. 
􀁾King Fabrication Specializing in Marine &Industrial Fabrication (. Material Processing Services .: • • AWS Certified Welders. Carbon. Stainless. Aluminum • • Skids. Pipe Racks. Structural
Steel. Large O.D. Pipe • • Pipe Fittings. Miscellaneous. Docks. Walers • • Bollards • Fenders • Bumpers • Dolphins • • Shearing • Forming • Burning • Sawing. 􀁾King Fabrication L.L.C.•
19300 W. Hardy Road. Houston, TX 77073 • • Phone (281) 209-0811 • Fax (281)209-1774. e-mail sales@kingfab.com • 
􀁾King Fabrication Specializing in Marine & Industrial Fabrication .:. Material Processing Services .:. Member American Institute of Steel Construction AISC Certified Fabricator Complex
Steel Building Structures In-House Structural Detailing -AutoCAD@2000 Domestic & Overseas Shipping 􀁾King Fabrication L.L.C.•:. 19300 W. Hardy Road .:. Houston, TX 77073 􀀮􀁾􀀠.:. Phone
(281)209-0811 .:. Fax {2811 209-1774 -:. e-mail sales@kingfab.com.;. 
King Steel &Supply Warehousing, Distribution & Sourcing Carbon, Stainless & Aluminum Plate Beams Piling Pipe Sheet Tees Tubing Fittings Flats Angles Grating Fasteners Bars Channels Rail
Marine Accessories 27,000 Square Feet to; 􀁾􀀠Overhead Crane Yard 01 lOT 22,000 Square Feet 1􀁾􀀠Under Roof lOT With Overhead Cranes 􀁾􀀠lOT 13 8 Acre lOT Laydown Yard I..(') "<t,-W.
HardyRoad FM 1960 Richey Road 0'1 I.t;), 􀁾􀀠[g t"" >,crl""&&1=::Co , I F< Beltway 8 􀁾􀀠, Houston 􀁾King Steel & Supply Co. + 19300 W. Hardy Road + Houston, TX 77073 + + Phone (2811
209-0811 + Fax (2811209-1774 + e-mail kingsteel@mmcinc.com + 
. :. " . :'. : . ,:' ..' 􀁾􀀮􀀠, ,"-; ,', ."" ,', .'," 􀀮􀀭􀁾􀀬􀀮􀀠' , , ' .1'" -:'." '. :... '" ' ... ,,.," 􀀢􀁾􀀠ROBERTSON ENG INC '. _. ., ..... . , , '. '. " . ' ;', '.-'. . ;.';
.-'.' ',: ." . ,", . 
􀁭􀁾􀁀􀁾􀁏􀁗􀁾􀁛􀁉􀁄􀀠DEC 29 2004 HNTB CORPORATION DALLAS, TEXAS December 29, 2004 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen Letter: HNTB -26 RE:
Town of Addison Arapaho Road Phase III Project No. 04-22 Traffic Control Plan for Surveyor Blvd. Dear Guy: Archer Western is submitting the attached traffic control plan for the RCB
pipe crossing and pavemenl replacement for Concrete paving. We propose to swilch traffic on Monday, January 3, 2005. If you require addilional information, please contact Andrew at our
field office. A rew Schneemann Ass!. Project Manager Enclosure XC: Ben Withered Don Good File 
Traffic Control -Surveyor Blvd. 1) Work Prior to Phase I Traffic Switch a) Saw Cut Existing Roadway Paving b) Excavate Westside of Surveyor Blvd. for Temp Asphalt c) Install 8" Temp
Asphalt 2) Phase I a) Traffic is moved to the west side of Surveyor Blvd. b) We will install line A & B to +/-Centerline of Surveyor c) Install Lateral '2' d) Install 8" Temp Asphalt
e) Switch Traffic 3) Phase II a) Traffic is switched to the east side of Surveyor Blvd b) We will Install Lines A&B to Station -1+79 c) Install Permanent Paving without curb on west
side of Surveyor Blvd. d) Install Temp Asphalt west side ofsurveyor 4) Phase III a) Traffic is switched to the west side of Surveyor Blvd. b) Install Permanent Paving on East side of
Surveyor Blvd. 5) Phase IV a) Single Lane Closure with Flagger b) Remove Temp Asphalt c) Install Permanent Curb on west side of Surveyor Blvd. 
, """'" 􀁾􀀠"""'" ""---. ! //" f : , ' GENERAL TRAFFIC CONTROL NQTES I. 'tHE' TRAme eOJ'{fAOI.. S>fOWH ON THESE: P\.AHS IS 1'OR THE PREPAUTI(lN "NO CO).fP.u<I$OH -OF 910S ONLY. PRiQR
TO THE START or CQMS1'RUCTloN. THE COIoiTRACTOR SHAU. OMLOr AND SuS"'!f fOR TOWI'f OF ..l.OOISOH APP'ROV,ll.. 1M DETAIL. A COHSl'RUC'T1OH SCHECUU:. SEQUtNCE or CONSTRUCTION AJtO T1iAffIC
Cl.)HTfl:OL PlAN nu.T SHAU. eAUSE Wlrt!WUW lHT£IITERtftCE WilH TRAFFrt ALONe. ACROSS AND AOJACENT TO THt PROJECT DURING CONS'T1WCTtON. !F' THE: SCH£t!uLE OR SEQUENCE: SECO..£S IJItWORU6U
OR I)HSA.flSTACTORY AS WORK PltOcms. AOJI,ISTIoIE;NTS SHAll. BE W.lD£. t. ACCfSS TO AU. SIDE STRttTS AND PR1VAT£ PROptRT'Y wust at \l,AINT4JNED AT AU.. llW[S UKLESS OTHERWlSE "IlfHORfZ£O
1M wRmNG Iff THE TOWN or ADOISOH• .3. UG.m:o 9ARIUC.wCS. 'fEIoiPORAR'f FA-VOlENT 􀁾􀁋􀁉􀁎􀁇􀁓􀀠AND CH.\NNElJZfNG DEVICES COHroRWh'lG TO THE CURREtff EOmON Of THE W.U,T.C,O. SHALL aE
US£.D OUWlG AU. STAGES OF COHSTRIJC11OH fa CONTR01. tRAfl1C Fl,Ow THROUGH THE wost1t 10l'fES. 4. 4. WAOOAtH A J.mo!IIo1UU a.tnlUS OF 20 FEU ON AU. STREET CQNNECi10N$ AHD 10 fEF:f OH
AU. UIW£'/fAY CONN£CTlONS 􀁏􀁕􀁒􀁾􀀠CmtSnlUctlOH TO ACeOWNOOATE 7H£ TRAme U5ING THE ROADWAY DURING 􀁃􀁏􀁾􀁓􀁔􀁒􀁕􀁃􀁦􀁉􀁄􀁎􀀮􀀠5. CONTRACrOft SHAU. BE R£SpOHS!SU: FaA TOU'ORAIt'( UAflI(INGS.
UNTIL SUCH TII.lE SiGl't}L.S CJ.H BE ACTlVATm. 6. AT €KO or AU. PHASES OF CONSTRUC1lOK, C:i')J\Illt\CTOR SHALL COupu::n: flNAL f>-4VEWElU IoIAAXINGS. ,IlOolOvt: TnoIPORNI'( PAIlEMon
\WlKINGS ANO ACTIVATE nv.mc SIGw.t.S (HO SEPARATt PAT) _____________ "If 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭/􀁾CUlVCftT CONstRUCTION Non' n:!ACTOR;
SH.4t.l IJ£ PtNifTE!) TO Clost ONE HAlF OF SUtrlEYOR in.VO. A' A TIME 'JIIOoI1U; 􀁗􀁁􀁬􀁦􀁲􀁴􀁔􀁾􀀡􀁈􀁃􀀠OHE HI-FOOT TRAFFIC lANE FOR o,cH ()fq£CTJON ; ! ; I /1 J I J-----f--------------",
I I /I I I "., " I, I I , ; p', ---"----SHT. TC-l 
G(NERAL TRAF"F"!C CONTROL NOTES .' t. THE TR.lFFlC CONlf(Ol,. SHOWf.l ON THESE PLANS IS F<N!: THE PR(PARATlQioi ,\NtJ COMPARISOH OF' IllDS ONl..'f. PRlO!!: TO THE: STAR1' OF CONSTiWCTlOH'.
THE 􀁃􀁏􀁾􀁃􀁔􀁏􀁒􀀠SH,\ll. OEVnOP ANO' SUBMIT E'OR TOWH Of AOI)ISOH APJ>ROY.!... IN Ocr.l!... A CONSTR:UCl101" SCH£DU!.L SEQUtNCt or CONSTRUCTION ANO ntlFRC CONTROL Pl.4H THAT muu..
CAuSE ),I!HIWU\.i INfERf"EREHC£ WlfH TRAmC AlONG. ACROSS AHO AOJACENT TO THE PROJ£CT CURIHG COHSTRUCTIOH. IF' THt SCHEDULE O.R SEOlJ£KC£ 8£COWES UIlWOR1Ooet..£ OR UN$..I.1!SF'ACTOItY
M. WORK PROCEEDS. A£lJUSTWtNTS SHAU. 8£ MAOE• ./z.. ACcm TO Au.. 􀁓􀁉􀁏􀁾􀀠S1'RErn AND PRIYA1t PROP£RTY "lofUST BE loU.!NTAINED AT ,\LL TholES UNLESS OTM£RWISE 􀁁􀁉􀁊􀀢􀁦􀁩􀁉􀁏􀀧􀁎􀁚􀁾􀁏􀀠IN
WIlffiHG BT TH£ TOWH OF ADOISOH. 3. UGlm:D 8.utRIC.\OtS. TtWPOIVoI!Y PAY£)JENf WARKINC$ AHO ctfA/'fflEUZlJ«; DE.VlttS C:OHfOStI.tl.HG TO THE CURRENf £0(1'10/11 OF THt W.U.T.t:..,. SHALl.
at USED DURINe AU. STAG£:'> OF' CONS'll'1JCT10N TO CON'flI:OL TRAF'flC F'I.OW Tf-IROUGH THt WORK ZOM£S. A.. WAlN1'AUf A IotIHIWUW RADIUS OF' :ro FEET OH AU. STRUT COHlrlECTlOHS .t.N0
10 r£rr ON AU. URJvt'W4Y CONNEC7!ONS IiURING COH'S'l'RUcnON TO A-CCOWWOOA-Tt THE: TRAmc USIHC nit ROADWAY DURING COHSTRUcnOH. S. C:OKTRACTOR 'SHALL 8£ RESPOHSlSl.( rOR TEWPORAR'I' loURJI(JNCS.
I)HTlL 'SUCH nw:t SlGN1'\LS CAN BE ACl'rYA1tO. 1$. AT om Of ALL P.HAS('S Of COIosrRUCTlOH. COH'J'RACTOft SHAll. couPt£f£ rtNAl. PA\'tWOU MARKINGS. RnI0VE 􀁾􀁐􀁏􀁉􀁗􀁮􀀧􀀠P"V£MOO WARKIHCS
AND AcnvATE TV.tFlC SlCNAlS (HO SEPARATl: PAil 0 􀀭􀁾􀀭􀀭􀀽􀀭􀀭............ ............ , , 􀁾􀀠, 1 􀁾􀀠, 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠, , --------------------------------/􀁾􀀠1"
1 /20 /,I ..I} /l'" I /I ,, I I I I rI __ l f 1 1 SHY. TC-1 
􀀮􀁾􀀠-," "'" 􀀢􀀭􀁾􀀧􀀭􀀭􀀭􀀭􀀭J..9Hj Ipr'CfS I 0'r,'r<GENERAL TRAFFIC 􀁃􀁑􀁾􀁉􀁒􀁑􀁬􀀠NOTES 1. Dlt: TRAmc CONTROt. SMOWN OW THtS( PlAHS IS fOR niE PREPARAflOH AHO COJ,lPJ.R1SON or
BIOS ONt.Y. PRIOR TO THE sr"Rf OF CONSTRUCTION. f);( COltTRACTOR SHAll. DEVELOP J.NO SUBloIjT FOR T<lWH or ...00:1501'1 Al"PROVJ.1.., 11'1 O(1AlL. A CONsnUlcnoN SQiEOUU;, SCOUEkCt OF
COWSTRUCTJOH AHO TltAFrlC 􀁾􀁔􀁒􀁏􀁌􀀠PlAN ntAT SffAll. CAUS! IIlNllo1UW lt4TtRrtltEHct WITH TRAFFlC i.!.DHG, ACROSS A};O J.!)JAcOlT TO liiE PROJECT DURING COHSTfIucnOH. IF THE SCHEOUl,£
OR SEOUENCE SECOl.IES Uf!i\IIOlKA6L£ 011: UNSATISfACTORY' AS WORK PItOCL£DS, Jd)JUST\oIENTS SH.W..8EIoIJ..OE. z.. ACCESS TO "u. SlOE STJtE£iS AHO PRNATE PROPERlY MUST BE IoWHl􀁾􀀠AJN(D
"T Au.. nut'S UHLrSS OTHERWISE AU'tHORJZEO IH wArrmc SY TH£ TOWN OF AOOISOH. 3. UGHlED SARIHCJ.Ots. T£WPQJWtY PAV-EWtHT IURK!NGS AND C'HMoINElJZIHG OEVlaS COHf'"OI!lANG 10 THE CURJtM
EomaH or THE W.U. T.C.D. SHALL BE USED DURING AU. STJ.G£S OF CONSTRUCTlON TO CONTRot. TRAme 􀁾􀁯􀁷􀀠THROuGH TliE WORK ZONES. 4. IoiA/NT.ll" .l I.UNlloiijW RADIUS or '20 n:tT OW AU. S'I'.IfW
CQJiHECTIOHS ANO 10 rEET OR AU.. URNEWAY CONH£C110HS ourm«; CONSTRUCTION TO ACCOl.flolOO.l1't tH( iItAfFlC UsmG THE RO.lOWJ.'( OlJRfHG CONSTRUCTION. S. CONTRACTOR SHALl.. 8E R£SPONSlSU:
(OJ( T£).IpeltAID' WA!OOHGS. UHfll. SUCH TIW£: SIGNALS ('J.H 8E ACfW.lTlJ). 5. AT o!o OF AU. i"HASES: OF COHSTRVCTlOH. COHTltACTOR SHAU. CokPl..tTt FINAl.. PAY6I€HT IotARX!HGS. It£\IOVE
T£).tPOIWft P"YEN£}(( W.4RKIHGS ANn ACTNATE T'ItAfflC SfGHAlS (1'10 SD"AltA1't PA.'f) I ___􀁾_______;o{ ------------------------------------------􀁾􀀠-rl"""r' -'" /" .,: 􀀧􀀨􀀮􀀮􀀬􀀮􀀮􀁾􀀧􀀭-,
i iI , I /I //I I 'L 􀀮􀀮􀁊􀀭􀀮􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭" I 􀁾􀀠I •• •----20 I I I I I 􀀮􀁾.. --SHT. TC-l 
The HNTB Companies December 30, 2004 Date: To: Mr. Steve Chutchian Re: 􀁾􀀨􀀩􀁾􀁯􀁡􀀮􀁤􀁬􀀧􀁾􀁉􀁬􀀡􀁬􀁉􀀮􀁐􀁲􀀮􀁯􀁪􀁥􀀼􀀺􀁴'H""""_" '''"U__ Town ofAddison 􀁾􀁾􀁥􀀮􀁹􀀮􀀨􀀩􀁲􀀮􀁾􀁢􀁾􀁾􀀺..􀁴􀀮􀀨􀀩􀀮􀁁
􀁴􀀡􀁤􀀮􀁩􀁾􀁦􀀱􀁾􀀨􀀩􀁾􀀠................................ P.O. Box 9010 l'T.oject 􀁴􀀺􀀧􀀰􀀧􀁾􀁾􀁾􀀿􀀠................ 16801 Westgrove Drive Addison, TX 75001 WE ARE FORWARDING TO YOU:
􀁾􀀠Attached D Under separate cover .'Q.___.___..•_________ D Plans D Shop Drawings D Copy of leiter D Originals D Specifications D Change Order D Proposal D Raproducibles D Estimates
D Samples D Reports D Prinlll 'Ii!! Jrllillc CcnNt>! ?t)'h?S NO. OF COPIES SHEET NO. LAST DATED DESCRIPTION 3 12/29104 Traffic Control Plan Surveyor BlvdJor Box Culvert Crossing ········..···········
················ ...·1···············....................... ·f······································ ·1····················································...........................................
....................................... ....... ...... ..·········.. ··· ..·..·····..·..··1.. ·············· ..........................................................................................
............................... ..... ..... THESE ARE TRANSMITTED: l!!fFor approval D Resubmit __capias for review D No exceptions taken (NE) D For your use D Submit __ copies for distribution
D Make corrections noted (ME) D As requested D Return __corrected prints D Amend and resubmit (AR) )8(For review and comment D D Rejected -See remarks (RE) PLEASE NOTE: 􀁾􀁾􀀼􀀺􀀺􀁩􀁜􀁬􀁴􀀺􀁾..􀀡􀁩􀁉
􀁊􀀮􀁾􀁾􀀮􀁾􀁾..􀁦􀀨􀀩􀁾..􀀡􀁲􀀮􀁾􀁣􀀮􀀮􀁣􀀮􀁯􀀮􀁾􀁴􀁬􀀺􀀨􀀩􀁬􀁧􀁾􀀮􀁾􀀮􀀨􀀩􀁬􀁬􀀺􀁧􀀮􀁾􀁬􀁉􀁲􀁹􀁾􀀨􀀩􀁲􀁽􀀧􀁬􀀱􀁜􀀧􀀴􀂷􀀮􀁀􀀮􀀬􀀡􀀺􀀵􀁑􀁰􀁊􀁅􀀮􀀬􀀠COPY TO: File Michael Ebeling, HNTB
Corporation File 
rMrn@rnowrn@DEC 29 2004 HNTB CORPORATION DALlAS, TEXAS December 29, 2004 Letter: HNTB -26 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of
Addison Arapaho Road Phase III Project No. 04-22 Traffic Control Plan for Surveyor Blvd. Dear Guy: Archer Western is submitting the attached traffic control plan for the RCB pipe crossing
and pavement replacement for Concrete paving. We propose to switch traffIc on Monday, January 3, 2005. If you require additional information, please contact Andrew at our field office.
A rew Schnee mann Ass!, Project Manager Enclosure XC: Ben Withered Don Good File 
Traffic Control -Surveyor Blvd. 1) Work Prior to Phase I Traffic Switch a) Saw Cut Existing Roadway Paving b) Excavate Westside of Surveyor Blvd. for Temp Asphalt c) Install 8" Temp
Asphalt 2) Phase I a) Traffic is moved to the west side of Surveyor Blvd. b) We will install line A & B to +/-Centerline ofSurveyor c) Install Lateral '2' d) InstallS" Temp Asphalt e)
Switch Traffic 3) Phase II a) Traffic is switched to the east side of Surveyor Blvd b) We will Install Lines A&B to Station -1 +79 c) Install Permanent Paving without curb on west side
of Surveyor Blvd. d) Install Temp Asphalt west side of surveyor 4) Phase III a) Traffic is switched to the west side of Surveyor Blvd. b) Install Permanent Paving on East side of Surveyor
Blvd. 5) PhaseIV a) Single Lane Closure with Flagger b) Remove Temp Asphalt c) Install Permanent Curb on west side of Surveyor Blvd. 
, , , "'<"". 0 􀁾􀀠---------, ", , " , , '" ',;11' //1 iea .' :1 ,',i , tt-􀁊􀀧􀁾􀁾􀁚􀁟􀀠􀁾􀀨􀁩􀁬􀁩􀀿􀁴􀀺􀁬􀀠􀀮􀁍􀁲􀁁􀁾/.' GENERAL TRAffiC CONTROL NOTES L THE TUrriC CONTROL SHOWN ON
m.:st P'I.AKS IS rOR 'nIE PIi£PJdtA,TIOH AMO C!)IoiPARISQM Of!' SIOS ON!.Y. SORrOR TO TIle STARi or CONSTRUCTION. TH£ CONTRACTOR SHAU. ilMLOP M<O suaurr F"OR TOWN OF ADOISOH "'''PROVA!..,
JM 00,1.11...... COliS!1lUcnOH SCHtnuu:, S£01JEJ(C( OF CONS1'JWCT10H ANo. TR,l.mC CONTROl. PUN ntAT sttALL CAU$£: WINIWUM INT£ltFtREHCE WITH nu.FnC ALONG. ACROSS ANO AOJACENT TO nlE
PROJECT DURfttG CONstRIJCTiON. IF' THE SCHED1Jt.£ Oil S£OIJENC£ BECOWES UHWORKAet.£ Oi!' VN$ATlSTACTORY Jo5 WORK .I'ROCo:ns:, AO.JUSTIofEHlS SN.\U.. 8£ WAC£. . Z. ACCESS TO AU. SIO(
STilms: ANO PjiIVAn.: PROPDm' !.lUST aE IoIAIw;"AJI{£O AT All 'fluES UNLESS OTHERWIS( AUl110RaED IN WRITING Iff n;;:: TOWN Of' ADDISON. 3. UGHCO BARf*CAOES. TEMPORAltY PAVEMENT UAAKING'$
AND CHAJiN:£UZlrtG OEYlctS COHrn"tt),lING TO nu: CURR(NT tolTlON or Ji.!( li.u.U::.O. SHAll Be USED OURfNG AU. STAGiE'S Of COflST'RUCTiOH TO CONTROt. TRAme FLOW THROUGH nlE WORK ZONES.
4, WA/HTAIN A W1NIWUW flA.DIUS or 2t1 FECf ON ALL STREIT CONJoftCTlClNS AAO to fID ON AlL Uf<!'IEWAY CQN:NtcnONS auRING CONSTAucnON TO ACCQ).IWOOATE 'THE TltAfAC VSItlC lH£ ROAOWAY OOR1HO
CONSTIIDCTlON. $, COtiTRACTOR SHALL Qt RESPOHSIBU; F'(m T£.WPORAkY lUoRtING$, UNTJI,. SUCH mit S'GiN:AlS c,.t.H a£ ACTIVATED. 6. AT EMO OF' AU. PHAS('S OF' CONSTRUCTION:. CONlltACT()R
SHAlL COWPl.E'T£ nN4t. "Avtl.iEtlT W4RK.HGS. /l£W0'it TEMPORARY P4¥01(HT }lAlOONGS AND ACTfI/ATE nu.f'11C S!GffALS (NO S£PARATE "Ar) 20 0---. /'-------------------------------------------,-----7"
sox CUlVfR! CQNSIRUCTIott NOTt; COHTRACTOR SIi4LL 8£ PERUITTEO TO CLOSE ONE HAlI OF SURVEYOit 9lfiO. AT ;. TillE WMII.£ M,\INTAtNIHG ottt 􀁬􀁏􀁾􀁲􀁯􀁯􀁔􀀠TRAme tANE FOR EACH OIRtCTlOM
! /i i I I 1 •,J______________..A------'.... ,,-.. I I WI' I ; I I , .' , , ---, SHT. TC-1 
--------------------------i t. THE ,RAFFle COPffROL SHOWN ON THESE PLANS IS FOR THE PREPAR,AnOt1.' AIoIO COWPAR1SOH or alos ONLY. PRtOR TO THE START 01' CONSTRUCTION. TIlE 􀁃􀁏􀁎􀁔􀁾􀁏􀁒􀀠SHAU,
􀁄􀁾􀂣􀀱􀀮􀀰􀁐􀀠.4100' SU\l.IoIIT rOR rowti OF ADDISON APPROVAt.. IN OETAIL A CONSTRUCTION SCHEOUu:. S£QUEHCt: OF' COHSlRUCTIQX AHO TR.&FJ'1C COHTROt. PtAH nuT SHAIJ. CAUSE loUNIMUU
!HTER111tENCt WITH TRAme AlOHC. ACROSS AND Ai)JActHT TO THE PRoj£CT tlURlNG COHSTRt.ICTIOH. If THE 5ClitDUu: OR S£aU£HeE BttowES UHW'ORKASLE OR UNSATISrACTORY AS \\IDIOt; PRot:£EDs.
ADJUST14D1IS I SHAU. at u)'o£. /2. ACC(SS TO All. SlOt: snU:E'TS AHD i'RIVAJt: PROPtifTY "),lOST DE lI.AIliTAIHED AT All. 􀁔􀁬􀁾􀁲􀁳􀀠UNL.£SS OTHEftWISt "vrnoItlZEt) 11'1 WRml«i SY 1lI£
rOWN Of AODI$OH, 3. UGHT£!j IJARRICADES. 1OI1"OW'( 􀁐􀁁􀁖􀁾􀁍􀀠),lARKING'S AAD CHAHJ«£lJZ1NG 0EV1C'ES 􀁃􀁏􀁈􀁆􀁾􀀠TO THE Clffllt(HT EOI'l1OH Of! ill[ IoI.U.T.C.O. SHAU. at US4""tl OURlt4G
AU. STAGES OF CONSTRUCTION TO ¢ONTROL 'fft.lmc now 􀁔􀁈􀁉􀁬􀁯􀁴􀁊􀁩􀁩􀁬􀁾􀀠m£ WORK 1.OHES. OHES. 4. WAIKTA.lH A UIHIIoiUU RMHUS Of 20 n::t'f ON AU. SlRm COHHECll0NS .AIIO 10 F'!ET OH
AU. I)RtVEWA't' a»iHECTlaNS DURING COMSnll1Cl10H TO ACCOkUOOATt THt tRAFi1C USING 'tHE 􀁒􀁑􀁾􀁗􀁁􀀧􀁉􀀧􀀠.t:NJR1WG CONSTRUenON. !L CONTRACTOR SHAli. alZ R£SPQNSIBi.£ FO'" TIWPORARr UA1!KIN(lS.
Utml. SUCH lJl,I£ StGrw..5 CAN BE: N:TlVATED. 6. AT £HO OF AU. PHASO OF CtmSl'RUCTlON,COI'O'RACTOR $HAu... COWPU::rt ruul. ,.....V£'WOtT 1oUJ!J(JJfGS. REWOVE TEMPORARY P"YElIEHi' WA"klHGS ,lIND ACTIVAn:: TRAme SWNAlS (NO SfJ'.tRATt PAY) o ------------------------􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀻􀀠I /______ J..-------.... ..... ,r--------......... , ,I //I , /I< , 􀀬􀁾􀀯..: .1/SHT.,7 ,/k H I TC-l I' I 􀀱􀁾􀀱􀀹􀀠s....'u.JJW JOCMnSlJITt JUt u. e ala: 
" , ... .... 􀀬􀀮􀁾􀀢􀀭,.,"'........ ,, ,, 0'riP'''':' GENERAL TRAfFIC CONTROL NOTES I" 1lI( TRArftc COl'fttlOL SUOWN OM illESt I'tAMS IS fOR ntt PREPARATlON ...,.0 CO"PAi'lISOH OF BIOS
ONLY. PIIJOA TO THE START Of' CONSTRUCTION, TW( COHfRACTOR SHAU.. OEVMP ANO SUBMIT roR TOwtt OF' .001$0101 APPIlOVolt... IN o(TAll.. " C¢NSl'RUCTlON SCHEDULE. SEQUENCe OF' CON$TRUCilOH
...tlD lItAfl"lC COHTROL Pt.AN ntAT 5HAU. CAUSE iliHn,lOJ.l 1N1'£RIt.ltENC£ wmt TlW'l"IC AU)HC, ACltOSS AND AOJAC£l« 10 THE IlROJE'CT OURING COHST'RUCTIOH. If THE: sCH£Duur Of!: SEOUENCE
B(cowrs UNWORK.WU: OR UNSATISrACTORY AS WORX PROCEEDS. AOJUS'NENTS SHAU. aE J.IAOE. z. ACCESS TO All. SIDE stREETS AHO PRIV..,n:: PROPE'it'l"Y WST at ioiAIHT..uNto AT All. nw£s UHLLSS
ollt£RW1SE MlTHORtZE"O 1M WItmNG BY THE TOWN or .-,OOISOM. 3. LJGHn;O BARRICADES, Ttt.lP(»tAAY PAVOfOO ""RKIHGS AIoIO C»ANHEUZlHG OEVtCtS COMfQJtWIHG TO THE WRRENT EDmON or ThE W.O.T.C.O.
SHAu,. aE USED !ruRrNG AU.. SlM::ES OF' CONSTRUCl1ON TO COKT'RO\. TIVoFF1C 􀁾􀁷􀀠lHROI,KOH THE 'WORK ZOttES. 4. IoWHTAfN ... WlHIWUW ItAOI1JS OF 2(1 rErf OM AU. STR£rr CoMHtC110MS AHO
fO Fro ON AU.. URrVEW,u CDNNtC1tONS DURING CONSTRUC'nON 11) ,f,CCONlotOl)Ion: THE mmc USING THE ROADW,tY DURlNe COffSTR1JCTIOH, 5. C(lMTfUCTOR SW.u.L at RESPOKSlSU: f'OR 1'£I.4POAA/lY
/lU.RIOMGS. UHTl!,. SUCH nu£ SIGHAiS CAN BE ,f,Cnv,tl'tO. 6. AY rHO OF AU. PHASES or CONsntOcnOM. totfl'1Y,CrOR SIUU. cowPt£l"£ fllU.L PAV£J,l£HT I.llRK!NGS. RfWOV£ 􀁔􀁩􀀩􀁦􀁐􀀰􀁾􀀠PAVO/OO
wARJ()NGS AMD Acnv,l.T( TRAf"f1C SrGNAI.S (NO SUAlUiE pA.r) ///! I '. ... ''''" 􀁾􀀠􀀭􀀭􀀭􀀭􀁾􀀠---... "... ... "... ... ,,,,,,:": '-/---........... ... --------./.--.-" ! I .. , i/'
Zl) I , ,'. 􀀻􀀨􀁾􀀠1//􀀧􀀮􀁾􀀭. 􀁾􀀠---;,'----------.. _""--------__• _________________􀁾___f ........ ' ..... -"" .. ------------------------------//I I /_______ _____􀁾􀁟􀀮􀁊􀀮􀁟􀁟􀁟􀀭--..........
... I /' .... .. ---CLOSE ONE IULF Of SlVO. AT A nw£ WIo!H£ WAiNTAlNING ONe 10-rOOT l.l.HE FOR tACK OIRECTION I /,I I 􀁾􀁾􀁾􀁾􀁾􀀠/"Ii """'Jr.,rr., , .f 􀀮􀁖􀁜􀁾􀀮􀁟􀀠/I SHT. TC-l, I

.ASHLAND. APAC-Texas, Inc. A subsidiary of AsIlard Pal<ing And ConslrUCllon,lnc.Kirk D. MorTIs Texas Bttullthlc Division Area Manager P.O. Box 22404&. Dallas, TX 75222-4048 Tel: 214741·3531,
Fax: 214 742-3540 November 17, 2004 Michael W. Ebeling, P.E. HNTB Corporation 5910 W. Plano Parkway Ste. 200 Plano, TX 75093 RE: November 12, 2004 letter Dear Mr. Ebeling, APAC -Texas,
Inc. acknowledges receipt of your letter dated November 12,2004. We still disagree with many of the statements in your letter. Conflicting issues, such as the ones pointed out in your
above referenced letter, need to be addressed in another forum. What is needed now, is to hear from HNTB, or the Town of Addison, in writing what will be the acceptable, and reasonable,
extra work needed for the area defined by Eastbound Lane 1 approximately Station II +20 to 52+00? We acknowledge our role as the contractor for the Town ofAddison, and as such, we stand
ready to perform at the direction ofthe Town of Addison, or its contract manager. Upon completion of said work, APAC -Texas, Inc. will pursue whatever course we deem necessary to resolve
these issues. Sincerely, Kirk D. Morris Area Manager Cc: S. Robertson, APAC -Texas, Inc. D. McEuen, APAC -Texas, Inc. R. Blackburn, APAC -Texas, Inc. M. Murphy, Town of Addison, TX R.
Jones, Town ofAddison, TX J. Pierce, Town ofAddison, TX S. Chutchian, Town of Addison, TX J'!"Nit:ewander, Town ofAddison, TX J Holder, HNTB Corporation S. Forbes, HNTB Corporation 
Weekly Meeting Agenda _Date: Tuesday, Dec. 21, 20£:1:Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues 1. Keep up maintenance on orange fence. 2. Check for
backup alarms on trucks. Clemons has been notified. 3. HNTB requested a letter to remove orange fence where site grading is required. 4. HNTB requests that additional message boards
be added to the Midway detour and left up for an undisclosed amount oftime after the traffic is routed onto the detour. AIW will be compensated for the message boards. II. Submittals
I. Bar lock samples were given to Daniel Filer. Texas Concrete must sign offon block outs. A RFI needs to be generated for Cliff Hall to sign off on. A RFI has been sent, Cliff Hall
has not signed off on it yet. 11-30-04 The RFI was verbally not approved by URS. AfW requested a product to use.lI-30. We have received a weld detail for the splice on 12-3. AfW is reviewing
the detail. Additional details between AfW and HNTB need to be resolved. Cliff Hall will stamp drawing 12-17. 2. The MSE wall shop drawings have not been retumed to AfW. Should have
them by Friday per HNTB. III. Old Business I. A new Irrigation plan sheet for Comfort Suites is forthcoming. AfW received the revised plan sheets on 12-2. American Landscaping is pricing.
HNTB should have this by 12-21. 
2. The Town asked about the paint submittal for the arches. Ben explained that system II paint is not tenable. A similar painting system will be submitted. A letter from Sherman Williams
has been given to the Town. I 1-2. The Town is leaning toward the tnemec paint for the arches. 􀁉􀁉􀀭􀀳􀁾􀀮􀀠 A meeting was held on 12-1 for the rail painting. 12-7 HNTB said to proceed
with the Tnemec paint. Ben is reviewing pricing. 3. The roadway grades at the brickyard will not tie into the Railroad tracks. Jennie is looking into this. 10-26. HNTB needs a RFI from
AlW. The grades will be adjusted. 11-2. Andrew and HNTB will review the grades today. 11-2. AlW has requested a revised plan sheet for this area. II-3D. HNTB is in the process of revising
plan sheets. Nothing yet.12-14. 4.HNTB has requested pricing on gasket RCP in this area. 􀁉􀁉􀀭􀀳􀁾􀀮􀀠 AIW is working on pricing. HNTB has received the pricing for gasket RCP at the
brickyard. We are waiting on response. 12-14. IV. Change Orders 1. Irrigation lines at Comfort Suites. 2. Tee for irrigation line off 16" line. V. New Business I. A traffic control plan
has been submitted to the Town for detouring Midway Road during construction at this location. 2. After field verifying the elevation of the relocated SBC line, there are several areas
where the new line will be in direct conflict with the slotted under drain pipe, the retaining wall, and inlets or laterals. 11-23-04. . Guy asked that Chris go with him to the various
locations. V. Misc. 1. TXU needs to remove and relocate the poles at Addison Road. Guy will check into this matter. 2. The light poles need to be removed in the Midway median. We will
not be able to detour on Thursday 12-16 if the are not removed. The poles were removed on Friday 12-17. Traffic was shifted on Sat. 12-18. 
VI. Schedule I Review Weekly Schedule r I ! I !, t.. 1·· 
12/21/2004 ARAPAHO ROAD '" aT • : i i i Current Week Next Week Following Week ;.n::her ';j"lJ,=-S1err.: OUn1lacblrs SUBS/NOTESActivity Description Prod M T W T F SIS M T W T F SIS M
T W T F SIS 20 21 22 23 24 25 27 28 29 30 31 1 3 4 5 6 7 8 Excavate/Embank Brickyard X X X X X /X X X X X //Box Culvert Une A (Surveyor) X X X X X /X X X X X //Box Culvert Une A (east)
X X X V X X X X X V X X X X X V • Box Culvert A ( Midway) X X X X V X X X X X /X X X X X V Box Culvert Une B X X X X X V /V Roadway Embankment X X X X X !/X X X X X /X X X X X V I Lower
16" Water Une 1/X X X /V 10" Sanitary Sewer X X X X X V X X X X X /X X X X X /12" Sanitary Sewer X X X X X V X X X X X /X X X X X V Une C & Laterals W A I T I N G 1//Laterals Une A &
B X X X X X V X X X X X /X X X X X /Trenched Retaining Walls /'" /'" /'" 1110/05 CIP Retaining Wall .,/" /'" /'" Drilled Shafts X X X X X .,/" X X X X X /'" /'" ATS .Columns X X X X
X ./X X X X X /' X X X X ./Caps .,/" X X /'" X X X X X ./Bent # 10 Cap /'" X X X X X /'" X X X X X /'" Bent#9 X X X X X .,/" X X X X X /' X X X X X /'" Inlets 1/10/05 
WASTE CHARACTERIZATION DATA (WCD) FORM Waste Management Approval Code: _________ Important: This fonn is to be completed by a representative of the generator. Please read tbe instruction
page prior to the completion of this form. Thls form must be typewritten or legibly handwritten in ink, signed and dated. Sales erson: Debra Whitehead Tele hone: 1. Generator Information
Generator's Name: Town ofAddison EPA lD #: NA Point ofOriginl Address: West ofAddison/Arapaho intersection State Registration Number: NA gitJ:.: Addison State: TX Zip: TCEQ Waste Code
Number: NA Generator's Representative: Jenny Nicewander Count}': Dallas SICCode:NA Title: Project Manager Customer's NaIJ1e: HNTB Corporation ........... 􀁾􀀭􀀭􀀭Telephone: 972-450-2860
Customer's Mailing Address: Fax: 972-450-7096 5910 West Plano Pkwy, Suite 200 EmergencylInformation Contact: City: Plano State: TX Zip: 75093 .Rel'resentative: Brian Sims Title: Telephone:
(972) 628-3111 Telephone: Fax: (972) 661-5614 2. Transporter Information Trans orter's Name: T Fax: orterlD: One:MaHin Address: Ci : State: Zi : 3. Waste Stream Information WastelWaste
Stream Name: Degraded creosote groducls from weathered cross ties and scrap metal Process Knowledge [Describe materials and process( es) generating the waste: During excavation activities
associated with road construction, buried railroad cross ties and associated scrap metal was discovered. The facility was a former railroad switch yard. Apparently after abandoning some
tracks the material was buried in excavated pits. Is trus waste a characteristically hazardous waste as per 40 CFR 261.21-24? DYes I:8l No Is trus waste an F, K, P, orU listed hazardous
waste as 􀁾􀁲40 CPR 261.30-33? DYes I:8l No Is this a waste regulated by the Railroad Commission? UYes I:8lNo Estimate Quantity: _300 D Tons I:8l Cubic Yards D Drums D Gallons D Frequency;
I:8l One Time D Monthly D Quarterly D Semi-Annual D Annual D Other; _____ 4. Pbysical Cbaracteristics Physical State at:72"F: D Combination of I:8l Solid D Liquid D Semi-solid D Powder
Appearance!rextore: I:8lGranular/Lnrnp DPowderfFine DFree Flowing Liquid DOther CoIor(s): _Dark brown Odor: [J Strong -D:-es-c-n-=·b-e:----;I:8lFif'M=jJ;-;d"D=N-=-o-n-e-Corrosivity (PH);
D:9 D 2.1 -7.0 D 7.1 12.4 D 2:;12.5 D Actual __ I:8l NID Bulk Density: D IbsJgaL D IbsJyd' D Other I:8l NID Ignitability (Flasbpoint, _"F): D 92 D 73 -140 141 -200 D 2:;201 D Actual
__ I:8l NID Revised 7/09/2003 1 of4 
􀀮􀁾􀁅􀁑􀁕􀁅􀁓􀁔􀀠FOR INFORMATION RFI # __-"''--__ iSubniitted 􀁔􀁯􀀺􀂷􀀻􀀩􀁾􀀠. .: '.."..;.': . .,..':'.:. '.. '., .'" " HNTB Archer Western Contractors, Ltd. 5910 W. Plano Parkway,
Sle 200 Plano. Texas 75093 ,Guy Van Bulen Andrew Schneemann Proposed Finish Face of Wall Dirt Grades on MSE Civil Steve Chutchiao 􀁒􀁗􀁾􀀳􀀠􀁃􀁯􀁾􀁴􀁨􀁴􀁩􀂷􀁰􀁡􀂷􀁃􀁴􀀧􀂷􀀠..:,.........:,
.' .. : IAmount !Unknown !Unknown IUnknown Unknown ..􀁉􀁮􀁦􀁯􀁲􀁭􀀻􀁩􀁴􀁩􀁯􀁮􀁒􀁥􀁑􀁵􀁥􀁾􀁴􀁥􀁤􀀠.. The finish face of wall dlrl grade on Ihe MSE Wall Drawing Sheet 121 ate in conflict
with the Proposed grading snown the CfQSS sections trom 66+50 to 68+50. /-. " . the attached copy of SI11121 shows the proposed dirt grade from the cross section sheets in comparasion
to Ihe Finish dirt grades shown on the original retaining wall drawing. Please confirm that Ihe proposed grades as shOwn on the cross sections are to be used fOf the finish face of wall
grading for relainlng wall #3. "lL_____________________________ Page 1 
----􀀭􀀭􀀭􀁾􀀭􀀭􀀭---66+65 WALL RIIJ STlI 66+65 , .: 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭-------:-:-:::: ---,-"
Weekly Meeting Agenda Date: Tuesday, Dec. 14,2004 Arapaho Road Phase III Time 10:00 A.M. Location: Field Office I. Safety Issues L Keep up maintenance on orange fence, 2, Check for backup
alarms on trucks. II. Submittals L Bar lock samples were given to Daniel Filer. 􀁾􀀠Texas Concrete must sign off on block outs. A RFI needs to be generated for Cliff Hall to sign off
on. A RFI has been sent, Cliff Hall has not signed off on it yet. 11-30-04 The RFI was verbally not approved by URS, AlW requested a product to use.II-30, We have received a weld detail
for the splice on 12-3, AlW is reviewing the detaiL Additional details between AlW and HNTB need to be resolved. 2. The MSE wall shop drawings have not been returned to AlW. -=s-;;,
Slut to A&w 􀁾􀁾􀀠Cf\)'Vt 􀁾􀁾􀀠III. Old Business I, A new Irrigation plan sheet for Comfort Suites is forthcoming. AlW received the revised plan sheets on 12-2. American Landscaping
is pricing, 􀁾􀁾􀁾􀁾􀁤2. AlW needs a Tap drawing for a proposed tap on the 16" water line in Midway Road. AlW received the drawings on 12-2, HNTB is looking into this. 3. The Town asked
about the paint submittal for the arches. Ben explained that system II paint is not tenable, A similar painting system will be submitted. A letter from Sherman Williams has been given
to the Town, J J -2. The Town is leaning toward the tnemec paint for the arches, 11-30. A meeting was held on 12-1 for the rail painting. 12-7 HNTB said to proceed with the Tnemec paint.

􀁾􀀮􀀠Archer Western is waiting on HNTB to give us a letter to submit shop drawings for the light holes in the Stingers. Daniel stated that the letter is on the way. Daniel said the
letter will be sent. 11-2. Andrew will return the letter to Daniel. 􀁾􀁌􀁥􀁴􀁴􀁥􀁲􀀠and pricing was sent on 11-11. Waiting on response.l217. 12/13. Q}. The roadway grades at the brickyard
will not tie into the Railroad tracks. Jennie is looking into this. 10-26. HNTB needs a RFI from AlW. The grades will be adjusted. 11-2. Andrew and HNTB will review the grades today.
11-2. AIW has requested a revised plan sheet for this area. 11-30. HNTB is in the process ofrevising plan sheets. vi: What is the status of the buried ties and trash at the brick yard
The Town is looking into this. 11-8. HNTB is waiting on test results. The Railroad will remove all the ties from this area. . HNTB will not comment at this time. I 1-16-04. HNTB is waiting
on ground water sample results. 11-30. HNTB has requested pricing on gasket RCP in this area. 11-11-30. AIW is working on pricing. 12-7 The Town will handle the removal of all questionable
material. , ,.HNTB has received the pricing for gasket RCP at the brickyard. IV. Change Orders 1. Irrigation lines at Comfort Suites. 2. Tee for irrigation line off 16" line. V. New
Business 1. A traffic control plan has been submitted to the Town for detow'ing Midway Road during construction at this location. 2. After field verifying the elevation ofthe relocated
SBC line, there are several areas where the new line will be in direct conflict with the slotted under drain pipe, the retaining wall, and inlets or laterals. 11-23-04. V. Misc. 1. 1XU
needs to remove and relocate the poles at Addison Road. Guy will check into this matter. 2. Does the Town know what kind of pipe the 16" water line is? Where are the valves located?
On Beltline and North ofthe tracks. Who will be affected? The Rink, Mong.GrilI, Citgo, and Doughnut shop. 
3. The light poles need to be removed in the Midway median. We will not be able to detour on Thursday 12-16 ifthe are not removed. VI. Schedule! Review Weekly Schedule 
12/13/2004 ARAPAHO ROAD --. Current Week Next Week Following Week J.n::f1er '..\Cs>l:tern.' T C!!:J11l"'eCiJlf'SW TT W T F SIS M T T F SIS M T W F SISMActivity Description Prod 15 20
27 28 29 31 1 SUBS/NOTES Excavate/Embank Brickyard 13 14 16 17 18 21 22 23 24 25 30 X XX X X X X X X LX /' V XBox Culvert Line A X X X X X X X X X X X X X X VX /' Box Culvert Line B
X X XX X XX /' V :Roadway Embankment X X X X XX X X X X XX X VX /' X /' Midway Median Detour Work X X XX /' /' V. 10" Sanitary Sewer X X X X X X XX X X X X X VX /' X /' Line C & Laterals
W A I T I N G /' V Laterals Line A & B X X X X X X X X X XX X X X V/' X /' Bent 10 Arms X X /' /' V Trench Sub :Trenched Retaining Walls X X X X X XX X XX //' /CIP Retaining Wall X X
XX X X X///Drilled Shafts X X ATSX X X XX X X X X X X XX //' /.Columns XX X X X X X X X/' /' /Caps X XX/' /' /' Bent #9 X XX X X XX X/' /' /' /X )( v v v v ./Longhorn IJack & Bore line
C e-U/.Inlet Spec. Inlets 
_.SENT BY: FINANCE DEPARTMENT; 972 450 7096; DEC.9.0412:f3PM; PAGE 1/2 HNTB 9726615614 12/09 '04 10:42 NO.768 01/02 􀀱􀀺􀁉􀁾􀁩􀁩􀀽􀁊􀀠Fax'the 􀁩􀁯􀁾􀁴􀁦􀁪􀀠􀁃􀁉􀁴􀀢􀀧􀀧􀀧􀁉􀁦􀁾􀁩􀁵􀀠Transmittal
􀁔􀁏􀁾􀁾􀀧􀁾􀀠Dote \ 1./"'/'1 T atol Poges "Z... 􀀨􀁩􀁉􀀱􀁃􀁬􀁵􀁤􀁬􀁾􀁧􀀠Ihl$ cover)Firm To 􀁾􀀠...f. 􀁴􀁲􀀮􀁬􀀮􀁾....... Fox fI (, 1'1.) 'SO --:f.o1c., Job Number. o High 􀁒􀁥􀁳􀁯􀁴􀁵􀁾􀁯􀁴􀀧􀁬􀀠o
urge"t Please notify sender at 972·61S1-5626 if pagllS ore l7.lis$ing or. if there is Qny tt1In$mi.njofl diJiiculty: Message 5910 Wm Plano PlJr/cwo),. 􀁓􀁬􀀢􀀻􀁾􀀠200 • Plano, TeXa$
75093 Voice (9121661·3626· Fox (9721661·5614 
• • • SENT BV: FINANCE DEPARTMENT; r172 450 7096; DEC-9-04 12:1aPM; PAGE 2/2tlNTB 9726615614 12/09 '04 1U:4, NO. roo U/:./Ut:. FOR OFFIce USE ONLYNON.HAZARDOUS Customa, Ace. No. _______WASTE.
MANIFEST TIcklil No. GENERATOR 334453.WMI »tJie. ,􀁇􀁊􀁭􀁾􀁾􀁴􀁴􀁮􀁧􀀠􀁬􀁾􀀱􀁴􀁑􀁮􀀠MeP to: y.. JF! "t; drtlit1r'l A$i: Brian Sim,Nome lilli/A 01 Addl••n 􀀮􀀺􀁉􀁾Welt 1"1l1li10 PI4/fy.
5uil>.l 200; Pleno,􀁔􀁘􀀽􀀷􀀺􀀮􀀺􀀮􀁾􀁏􀀺􀀮􀀺􀀹􀀺􀀺􀀮􀀧􀁾___Addl'll5 Well 01 Addisanl.......,aho In! S1eta 􀁇􀁥􀁾􀀮􀀠ID No•..;".::,A:-___________Addl_TX Phon.. No_________ _____ Gen.
uS EPA 10 1'4•. 􀀮􀀮􀀺􀁎􀀺􀀻􀀻􀀮􀁁􀁾__________ IWASTE CODE I􀁾􀀰􀀸􀁾􀁒􀀠I WASTE DESCRIPTION IQUANTITYIUNITS 1 YdS I I !. I CODES: D= DRUM; B '" BAG: C =CAFl'TON; P '" POUND;Y =YARDS;
0., OTHER ,htIIII!y cootilp 91ft"",'.-􀁾􀁥􀁱"""JfoI[.,,I. ( ..., "'" a h",,-.,. "'''e ..d61_by dO.CPr< P.;n 241 or ony oppIk:aCll .,••••􀁾􀀢􀀬􀀠_. _ wtSle ho, _ prq>erly dttc<1bt<1••IM1111td
and flOdCllIIId. Jndis in P_'OII<IIiOIllor 1"''''POIIilllOtl..,..",;tng'' apploalll. '"!I'I',",an•. TRANSPORTER TtenspollersName __􀁾_________ Phon. No. ________________ AddmN _____􀁾􀁟􀀭__----------
-_􀁖􀁥􀁾􀁩􀁣􀁬􀁥􀀠No. ______􀀢􀁾_________ URIJiiUENI bAj a DRIVER'S $iiRAI ORE bElIVSAY OAfE 􀀶􀀢􀁉􀁖􀁅􀁁􀁾􀀠SIGNATURE DISPOSAL FACILITY (972)31$-0421Slit N8III' DFW 􀁾􀀮􀁩􀀢􀀢& OISil.I"
F ...􀁬􀁾􀀠on. o. 􀁟􀀮􀀮􀀮􀀬􀀮􀀮􀀽􀀽􀁾___________Ph N AdII_ leaD S. Rollro.d S!mrt L...,r-111e TX 􀀷􀁾􀁏􀁉􀁲􀁦􀀠P..rrnilNo.·_________________102" 􀁾􀀠_._________________􀁾􀀭􀀭􀀭􀀭___􀁲􀁾􀀠/lAME
(PRiNi') , DAfE 
16801 Westgrove Addison 1)(, 75001 Town of AddisonPhone: 972-450-2680 Fax: 972-450-2837 \.PNrrtlll'\ To: Wayon-TXU From: Jenny Nicewander Fax: 817-215-6038 Date: December 2004 Phone:
817-215-6676 Pages: 2 Re: A"""",tlo Phase 31 Addison Road cc: o Urgent o For Review o Please Comment 0 Please Reply 0 Please Recycle -Comments: Please let me know Ifyou have any other
questions regarding this fax, I'm afraid I'm nol even close on your name, Sony about that I'm including the cut sheets for both lighting types, Let me know if you have any other questions,

•• l i,.. i.., ..-800. Cure BoivinAPPROBATION DRAWING Boisbriand, (Qu6), Canada J7G 2A7 Tel.: {.fSO) 979-2747 (SOO) 498-8587 Fax: (450) 979-2749 ww.vJumec.scnreder.com Addison City Spectrum
Drive (4206) Order N° 7734 Type Pedestrian unit 30 Luminaire FOCAL-70MHT6-NARROW-240-SC-LTS885B HOUSING: Made of die cast A383 aluminum alloy (as per Aluminum Association) 0.090" (2.2mm)
minimum thickness clw mounting provision for hardware. Front of housing is especially designed for mounting of accessories for beain modification and glare control. GASKETING: Silicone
gasket 10 insure IP66 rating for dust and water ingress protection as per IEC 598 standard. LOCKING SYSTEM: Closing captive 4mm allen head stainless steel screws. One allen key is provided
wilh the order. REFLECTOR: Formed in 3002 aluminum alloy, polished, electro-chemically brightened, and anOdized to provide a precise controlled light beam. Modification of light center
position with focus adjustable device allow for field adjustment of beam angle to frame preCisely the zones to be lighted. Distribution type: (NARROW), Narrow Beam Distribution. LENS:
Flat protector made of clear tempered glass, 0.24" (6mm) thickness and shock resistant. The lens is permanently seal to the housing by a bead of RTV silicone applied by a robol. LAMP
HOLDER: Porcelain thermo-resistant pulse rated 4 Kv G12 base. LAMP; (70MHT6), 70 Watt Metal Halide, lamp format T6, G12 Base (ANSI Code M98 or M143) (not included). BALLAST: 70 Watt
Metal Halide, lamp format T6, G12 Base (ANSI Code M9a or M143), 240 Volts, high power factor, -20°F (-30'C) lamp starting capacrty, clw polarized quick disconnect plugs with positive
lock. BALLAST TRAY: Integrated electronic control gear is to be mounted onto an injection molded polymer structure, fixed into the housing. . ELECTRICAL FEEDING: A pressure gland will
insure tightness level at the wire entry for flexible conduit 0.310" to 0.560". MOUNTING MEAN: The yoke is made of a single cast aluminum part, with a minimum thickness of 1/4" (6mm).
Three (3) 3) mounting holes 7/16"0 available for 3/8"·16 anchor boRs. (bolts and anchoring devices by installing contractor). The yoke allows 180 degree rotation. Position adjustment
Is allowed by tightening the yoke's support screws. FINISH: (SC), Special Color: PC14825. Hot dip chemical etc1hing preparation with minimum 3 mils (75 microns) polyester powder coat
finish. Durable exterior finish, resistant to UV, salt spray and humidity as per ASTM G7, ASTM B117 and ASTM D2247 testing procedures. ® 7734 Ils8ll5b.DOC 􀁲􀀺􀀺􀀮􀁾􀀠07·22-2004 Registered
to ISO 9001:2000 File No. A11750 Page 1/1 
600, 􀁃􀁵􀁾􀀠BoivinAPPROBATION DRAWING 8oisbriand, (Que), Canada J7G 2A.7 Tel.: (450) 979-2747 (BOO) 49a.6S67 Fax:: (450) 979-2749 WNWJumecschreder,com 􀀭􀀺􀁾􀀺􀁾􀀠Addison City Spectrum
Drive (4206) If Order N° 7734 Type Roadway and Pedestrian unit 37 Lumlnalre HSX-400MHBT2S-SC2F-240-SC-LTS1056A HOUSING: Made of cast A383 aluminum alloy (as per Aluminum Association)
0.200 (5mm) minimum thicknessc/w mounting provision for hardware. LOCKING SYSTEM: Two spring loaded latches made of die cast aluminum and die cast zinc, permits tool free access to lamp
and electrical component servicing. LENS FRAME: Made of die cast A383 aluminum alloy. REFLECTOR: Made of hydroformed 3002-0 aluminium alloy chemically brightened and anozlded (5 micron.
min). The Sealsa!e optical system Is rated IP66 and offer a resistance of R>600. SLEEVE: Die cast glass-reinforced reSin, mechanically fastened to reflector and fully silicone gasket.
SHUTTER: Injection molded glass fiber reinforced polymer. Removable with a quarter turn c/w Porcelain body lampholder, 4kV Mogul Base c/w a injection molded silicone gasket (duro 60
shore A). Adjustment to obtain the various IES distribution is tool-less. Distribution type: (SC2F), Type II, Short cut off, fiat lens. LENS: Flat protector made of c1ear'iempered glass,
0.20" (5mm) thickness and shock resistant. LAMP HOLDER: Porcelain thermo-resistant pulse rated 4 Kv mogul base. LAMP: (400MHBT28), 400 Watt Metal Halide, lamp forma! BT2S (ANSI Code
M59) (not Included). BALLAST: 400 Watt Metal Halide, lamp format BT28 (ANSI Code M59), 240 Volts, high power faclor, -20·F (-30·C) lamp starting capacity, c/w polarized quick disconnect
plugs with positive lock. TERMINAL BLOCK: Receives wires (#8 max,) on primary circuli c/w ground lug. ADJUSTMENT: An integral part of the housing permits an adjustment of ± 5". MOUNTING
MEAN: Two brackets, formed in a single-piece, made of stamped galvanized-steel (12ga.). Accommodates tenon ranging between 1%" (38mm) to 2 3/8" (60mm) 00, fixed by 318 -16 UNC steel
zinc plated. FINISH; (SC), Special Color: PC14825. Hot dip chemical etching preparation with minimum 3 milS (75 microns) polyester powder coat finish. Durable exterior finish. resistant
to UV. salt spray and humidity as per ASTM G7, ASTM B117 and ASTM 02247 testing procedures. . ® 7734,DOC 07·22-2004 Registered to ISO 9001 :2000 . 'File No. A11750 Page 1/1 
HP LaserJet HP LASERJET 3200 DEC-7-2004 3:18PM Fax Call Report Job 987 Date 121 712004 Time 3:17:10PM Type Send 1111l'11w.v􀁾􀀧􀁉􀁘􀀬􀀷􀀵􀂫􀀩􀀱􀀠􀁉􀀧􀁩􀁶􀀺􀁍􀀺􀁭􀁾􀀱􀀶􀁏􀀠􀁆􀁵􀁭􀁾􀀱􀀠Fax
3200se invent Identification Duration Pages Result 918172156038 1:12 3 OK TOWf1 of Addison ""-􀁉􀁦􀁉􀁲􀁲􀁲􀁴􀁎􀁾􀀽____ __I 􀁾􀀱􀀬􀀲􀀰􀀰􀀴􀀠􀀧􀁾􀀧􀀱􀀠... 
50 YEARS OF FUN! 􀁩􀀡􀀮􀀻􀀺􀀻􀀻􀀺􀀻􀁾􀀺􀀧􀀺􀀧􀁾􀁾􀁾􀁾® Post Orrice Box 90B) Belt Line Road 16 July 2004 Dear Business Owner: For some time now, you have been hearing about the extension
of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the $17 million project will start around August 9th, 2004 and
is expected to be completed in 425 days. While we are excited that this projeet, when completed, will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience
during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to see activity along the right-of-way after August 9th, 2004. They -and
we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged to minimize the effect of this project on your employees, customers,
and guests. You will hear from us from time-to-time with a postcard update showing progress to date and any timeline adjustments. A link to photos and project information will also be
posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed by the Town of Addison's Public Works Department who has retained HNTB Engineers
for daily oversight. In the next few weeks and before September I", 2004, Public Works staff and contractor representatives will stop by each affected business to introduce themselves
and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project
Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director of Public Works!City Engineer who will be happy to answer any questions
you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron Whitehead, City Manager 
50 YEARS OF FUNI OFFICE OF THE CITY MANAGER (972)4S0.700t 􀁾􀀠FAX (972) 450·7043 p!)st Office Bux 9{HO Addison, Texas 7SfHH-9010 5300 BI:It Line ROAd 16 July 2004 Dear Business Owner:
For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the
$17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt
Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to
see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect of this project on your employees, customers, and guests. You will hear from from us from time-to-time with a postcard update showing progress to date and any
timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.cLaddison.tx.us on a regular basis. The project is being managed by the
Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director
of Public Works/City Engineer who will bc happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, 􀁴􀀼􀁾W
U:t.:::::J Ron Whitehead, City Manager 
50 YEARS OF FUN! OFFICE OF THE CITY MANAGER (972) 45(;..7001" FAX (972) 450·7tJ43 m6isoN ® Post Orfice Box 9010 Addison, Texas 􀀷􀀵􀀰􀀨􀁈􀁾􀀹􀀰􀁊􀁏􀀠5300 Bdt Line Road 16 July 2004 Dear
Business Owner: For some time now, you have been hearing about the extension ofArapaho Road from AddisonRoad to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in
425 days. While we are excited that this project, when completed, will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction
period. We have selected the Archer-Western Company as the contractor and you will begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every
effort not to interfere with the operation of your business. Their working hours will be arranged to minimize the effect ofthis project on your employees, customers, and guests. You
will hear from us from time-to-time with a postcard update showing progress to date and any timeline adjustments. A link to photos and project information will also be posted on the
Town's web site at www.cLaddison.tx,us on a regular basis. The project is being managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight.
In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives will stop by each affected business to introduce themselves and answer any questions
you may have. Ifquestions come up after their visit, please call Public Works at 972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City
Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director ofPublic Works/City Engineer who will be happy to answer any questions you may have, As always, we
will make every effort to be responsive to your needs and concerns. Cordially, 􀁾􀁾w'iJ;]c:::J Ron Whitehead, City Manager 
50 YEARS OF FUN!.At)6isoN OFFICEOFTHECITYMANAGER f912} 450·7001. "'AX (972) 450·7043 ® POSt Office 􀁮􀁯􀁾􀀠!IOU} Addison. Texas 􀀷􀁓􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰􀀠53flO Belt Line Road 16 July 2004
Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road.
Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce
traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you
will begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours
will be arranged to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date
and any time/ine adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed
by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one of these staffmembers: Steve Chutchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director
ofPublic Works!City Engineer who will be happy to answer any questions you may have. As always, we wiil make every effort to be responsive to your needs and concerns. Cordially, Ron
Whitehead, City Manager 
50 YEARS OF FUN! 􀀭􀁩􀁩􀁩􀁩􀁩􀁩􀁩􀁟􀀢􀁟􀀢􀀻􀁟􀁾__iio__oii_iii!lliii--® Post OFfice Box 9010 Addison, Texas 75001-9010 OFFICE OF THE CITY MANAGER (972) 450-7001. FAX (972) 450·7043 5300
Belt Line Road 16 July 2004 Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition
of a bridge over Midway Road. Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project,
when completed, will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company
as the contractor and you will begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business.
Their working hours will be arranged to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing
progress to date and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project
is being managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works
staff and contractor representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please
call Public Works at 972.450.2871 and ask for one ofthese staffmembers: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works
Mike Murphy, PE, Director ofPublic Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and
concerns. Cordially, Ron Whitehead, City Manager 
50 YEARS OF FUNl OFFICE at' THE CITY MANAGER (!l7l) 4S(l..7001 " 'FAX 5972) 450·7043 Post OUice D!)x 9010 Addison, Texas 􀀷􀁓􀀱􀁬􀀰􀀱􀁾􀀹􀁄􀁉􀁏􀀠5300 8elt Line Road 16 July 2004 Dear
Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction
on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic
on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will
begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will
be arranged to minimize the effect of this project on your employees, customers, and guests. You You will hear from us from time-to-time with a postcard update showing progress to date
and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison. lx.us on a regular basis. The project is being managed
by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one ofthese staffmembers: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director
ofPublic Works/City Engineer who will be happy to answer any questions you may have, As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron
Whitehead, City Manager 
AI􀁾􀀠! 50 YEARS OF FUNl.ADDis'8N OFFICE OF THE CITY MANAGER 1972t 45fi,.7OO1 .. FAX t9'lZl45l)-7f)43 ® Pos.t Orrice-Box 9010 Addison. Teus 7S001w90JO 5':;00 Of'lt Line Road 16 July
2004 Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway
Road. Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed,
will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor
and you will begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working
hours will be arranged to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress
to date and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being
managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1$1, 2004, Public Works staff
and contractor representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call
Public Works at 972.450.2871 and ask for one of these staff members: Steve Chutchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works
Mike Murphy, PE, Director of Public Works!City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and
concerns. Cordially, Ron Whitehead, City Manager 
􀁾􀀠􀀬􀀬􀁾􀀬􀀠® 50 YEARS OF FUN! OFFICE OF THE CITY MANAGER (9721450-7001· FAX (972) 450-71)43 Post Orricc Box 9010 Addison, Texas 7S00t-9010 5300 Belt Line Road 16 July 2004 Dear Business
Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction
on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic
on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will
begin to see activity along the right-of-way after August 9th, 2004. Thcy and we -will make every effort not to interfere with the operation of your business. Thcir working hours will
be arranged to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and
any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.cLaddison.tx.us on a regular basis. The project is being managed
by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1 st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director
ofPublic Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron
Whitehead, Whitehead, City Manager 
8􀁟􀁾.. ·L 50 YEARS OF FUN!..AI)t)ISoN OFFICE OF THE CITY MANAGER 197Z! 450-7001 • FAX (9721450·7043 ® Post Office Box 9010 Addison. Texas 75001-9010 5300 Belt Line Road 16 July 2004
Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road.
Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that tbis project, when completed, will reduce
traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you
will begin to see activity along the right-of-way after August 9th, 2004. They -and we will make every effort not to interfere with the operation of your business. Their working hours
will be arranged to minimize the effect oftbis project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date
and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed
by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one ofthese staff members: Steve Chutcbian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director
ofPublic WorkS/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron
Whitehead, City Manager 
50 YEARS OF FUNI OFFICE OF THE CITY MANAGER (972)450-7601" FAX t9?2} 45{)..7043 Post Office BIIX 9010 Addison, Tblls 75001·9010 5300 Belt Line Road 16 July 2004 Dear Business Owner:
For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the
$17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt
Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to
see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us us from time-to-time with a postcard update showing progress to date and any timeline
adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed by the Town
of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives
will stop by each affected business to introduce themsclves and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and
ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director ofPublic Works/City
Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron Whitehead, City Manager
 ii!i!i-------® Post Offiee Gox 9010 Addison. Texas 75001·9010 OFFICE OF THE CITY MANAGER 50 YEARS OF FUN! 19721 45(V7001 .. FAX (9721 45{i·7043 531}0 Belt Line Road 16 July 2004 Dear
Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction
on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic
on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will
begin to see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will
be arranged to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and
any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.cLaddison.tx.us on a regular basis. The project is being managed
by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor
representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at
972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director
of Public Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron
Whitehead, City Manager 
50 YEARS OF FUN! OFFICE OF THE CITY MANAGER (972) 450-7001-FAX (972) 450·7043 Post Orrice Box 9010 Addison, Texas 75001·9010 5300 Belt Line Road 16 July 2004 Dear Business Owner: For
some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the $17
million project will start around August 9th , 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt Line
Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to see
activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and any timeline
adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed by the Town
of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives
will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and
ask for one of these staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director of Public
Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron Whitehead,
City Manager 
Manager 50 YEARS OF FUN! OFFICE OF THE CITY MANAGER (972) 450·700J· FAX (9721450·7043 Posl Orrice "ox 9010 Addison, Texas 75001·9010 5300 Belt Line Rond 16 July 2004 Dear Business Owner:
For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the
$17 million project will start around August 9th , 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt
Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to
see activity along the right-of-way after August 9th, 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and any timeline
adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed by the Town
of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives
will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and
ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director of Public
Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron Whitehead,
City Man
ager 50 YEARS OF FUN! OFFICE OF THE CITY MANAGER f272}45ij.7001-FAX (9721450-7043 P(l.st Office Box 9010 Addison. Texas 7S001·90H) 5300 Belt Line Road 16 July 2004 Dear Business Owner:
For some time now, you have been hearing about the extension ofArapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the
$17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt
Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you will begin to
see activity along the right-of-way after August 9th, 2004. They -and we will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and any timeline
adjustments. A link to photos and project information will also be posted on the Town's web site at www.ei.addison.tx.us on a regular basis. The project is being managed by the Town
of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1 st, 2004, Public Works staff and contractor representatives
will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and
ask for one of these staff members: Steve Chmchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike Murphy, PE, Director ofPublic
Works!City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, -􀁒􀀭􀁗􀁾...
􀁾􀀠Ron Whitehead, City Manager 
50 YEARS OF FUN! OFFICE OF THE CITY MANAGER (972) 450·7001 • FAX 197;2) 450·7643 P'()j!l Office Box 9010 Addison, Texas 75601-9010 5301} Belt Line Road 16 July 2004 Dear Business Owner:
For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the
$17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt
Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor and you wili begin to
see activity along the right-of-way after August 91ll, 2004. They and we -will make every effort not to interfere with the operation of your business. Their working hours will be arranged
to minimize the effect of this project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress to date and any timeline
adjustments. A link to photos and project information will also be posted on the Town's web site at www.cLaddison.tx.us on a regular basis. The project is being managed by the Town of
Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives
will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and
ask for one ofthese staff members: Steve Chutchian, PE, Project Manager/Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director of Public
Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, ) Ron Whitehead,
City Ma
nager 50 YEARS OF FUN! iii.--".iiiiiii!!ooiiioiii.-® Post Office no;\: 9010 Addison. Texas 75001-9010 OFFICE OF THE CITY MANAGER (972) 450.7001. FAX (972J 450-7043 5300 Belt Line Road
16 July 2004 Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over
Midway Road. Construction on the $17 million project will start around August 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed,
will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor
and you will begin to see activity along the right-of-way after August 9th , 2004. They -and we -will make every effort not to interfere with the operation of your business. Their working
hours will be arranged to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us from time-to-time with a postcard update showing progress
to date and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being
managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1 st, 2004, Public Works staff
and contractor representatives v ..:ill stop by cach affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please call
Public Works at 972.450.2871 and ask for one ofthesc staff members: Steve Chutchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director ofPublic Works Mike
Murphy, PE, Director of Public Works/City Engineer who will be happy to answer any questions you may have. As always, we will make every effort to be responsive to your needs and concerns.
Cordially, Ron Whitehead, City Manager 
_AL 50 YEARS OF FUN! ..AI)-:[)IsoN OFFICE OFTHE CITY MANAGER (972) 450·1001 • FAX !972l 450.1043® Post Office Box ',H)H) Addison, TexBs 1S001·9GB) 5300 Bel! Line Road 16 July 2004 Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road
from Addison Road to Surveyor Boulevard and the addition of a bridge over Midway Road. Construction on the $17 million project will start around August 9th, 2004 and is expected to be
completed in 425 days. While we are excited that this project, when completed, will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the
construction period. We have selected the Archer-Western Company as the contractor and you will begin to see activity along the right-of-way after August 9th, 2004. They -and we will
make every effort not to interfere with the operation of your business. Their working hours will be arranged to minimize the effect ofthis project on your employees, customers, and guests.
You will hear from us from time-to-time with a postcard update showing progress to date and any timeline adjustments. A link to photos and project information will also be posted on
the Town's web site at www.ci.addison.tx.us on a regular basis. The project is being managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily
oversight. In the next few weeks and before September 1st, 2004, Public Works staff and contractor representatives will stop by each affected business to introduce themselves and answer
any questions you may have. If questions come up after their visit, please call Public Works at 972.450.2871 and ask for one ofthese staff members: Steve Chutchian, PE, Project Manager!
Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works Mike Murphy, PE, Director of Public W orks!City Engineer who will be happy to answer any questions you may
have. As always, we will make every effort to be responsive to your needs and concerns. Cordially, Ron Whitehead, City Manager 
50 YEARS OF FUN! OFFICE OF THE CITY MANAGER f972} 450-7001 • FAX (972i45ti.704)iiiiioiiiiiiiiiiooiiiiiiojiiii.---® Post Office Box 90U) Addison, Texas 75001·9010 53l.iO Belt Line Road
16 July 2004 Dear Business Owner: For some time now, you have been hearing about the extension of Arapaho Road from Addison Road to Surveyor Boulevard and the addition of a bridge over
Midway Road. Construction on the $17 million project will start around Augnst 9th, 2004 and is expected to be completed in 425 days. While we are excited that this project, when completed,
will reduce traffic on Belt Line Road, we recognize that you may experience some inconvenience during the construction period. We have selected the Archer-Western Company as the contractor
and you \vill begin to see activity along the right-of-way after August 9th, 2004. They -and we -\viII make every effort not to interfere \vith the operation of your business. Their
working hours will be arranged to minimize the effect ofthis project on your employees, customers, and guests. You will hear from us from time-to-time \vith a postcard update showing
progress to date and any timeline adjustments. A link to photos and project information will also be posted on the Town's web site at www.ci.addison.tx.us on a regular basis. The project
is being managed by the Town of Addison's Public Works Department who has retained HNTB Engineers for daily oversight. In the next few weeks and before September 1st, 2004, Public Works
staff and contractor representatives will stop by each affected business to introduce themselves and answer any questions you may have. If questions come up after their visit, please
call Public Works at 972.450.2871 and ask for one of these staff members: Steve Chutchian, PE, Project Manager! Assistant City Engineer Jim Pierce, PE, Assistant Director of Public Works
Mike Murphy, PE, Director of Public Works/City Engineer who \viII be happy to answer any questions you may have. As always, we \viII make every effort to be responsive to your needs
and concerns. Cordially, Ron Whitehead, City Manager