NOTICE OF PRO" SED CONSTRUCTION OR ALTErrlON... §77 .13 Construction or alteration requiring notice. §77 .15 Construction or alteration not requiring notice. (3) Except as provided in
§77.15. each sponsor who proposes any of the following construction or alteration shall notify the Administrator In the form and manner prescribed in §77.17: (1) Any construction or
alteration of more than 200 feet In height above the ground level at its site. (2) Any construction or alteration of greater height than an imaginary surface extending outward and upward
at one of1he following slopes: (i) 100 to t for a horizontal distance of 20,000 feet from the nearest point of the nearest runway of each airport specified in paragraph (a) (5} of this
section with at least one runway more than 3.200 feet in actual length, excluding heliports. (ii) 50 to 1 for a hOrizontal distance of 10,000 feet from the nearest point of the nearest
runway of each airport specified in paragraph {a} (5) of this secfion with its longest runway no more than 3,200 feet in actual length, excluding heliports. (Iii) 2510 I for a holizontal
distance of 5,000 feet from the nearest pOint of the nearest tanding and takeoff area of each heliport spedfied in paragraph {a} (5) of Illi...ction. (3) Any highway, railroad, or other
traverse way for mobile objects. of a height which. if adjusted upward 17 feet for an Interstate Highway that is part of the National System of Military and Interstate Highways where
overcross!ngs are designed for a minimum of 17 feet vertical distance, 15 feet for any other public roadway, 10 feet or the height of the highest mobile object that would normally traverse
the road. whtchever Is greater. for a private road, 23 feet for a railroad, and for a waterway or any other traverse way not previously mentioned, an amount equal to the height of the
highest mobile object that would normally trave..e tt. would exceed a standard of paragraph (a) (1) or (2) of 1111. sedion. {4) \Nhen requested by the FAA. any construction or alteration
that would be in an instrument approach area (defined in the FAA standards goveming instrument approach procedures) and available Information indicates It might exce:ed a standard of
Subpart C of this part. (5) Any construction or alteration on any of the foUowing airports (Including heliports): (I) An .Irport Illat Is available for publio use .nd is Usted in tile
Airport Directory of the current Airman's Informalion Manual or in either the Alaska or Pacific Airman's Guide and Chart SUpplement (Ii) An airport under construction, that is the subject
of a notice or proposal on file with the Federal Aviation Admfnrstration, and except for military airports, is clearly Indicated that that airport win be available for public use. {III)
An airport that is operated by an armed force of tile United States. {b} Each sponsor who proposes construction or alteration that is the subject of a notice under paragraph (3) of this
section and is advised by an FAA regional office that a supplemental notice is required shall submit that notice on a prescribed fonn to be received by the FAA regional office at least
48 hours before the start ofconstruction or alteration. (c) Each sponsor who undertakes construction Of alteration that is the subject of a notice under paragraph (a) of this section
shall, within 5 days aftet that construction or arteration reaches its greatest height, submit a supplemental notrce on a prescribed form to the FAA regIonal office having jurisdiction
over the region invofved, If(1) The construction or aHerafion is more than 200 feel above the surface: level of its site; or (2) An FAA regional office advises him that submission of
the form is required. No person is required to notify (he Administrato!' for any of the fOllowing construction or atteration: (a) Arty object that would be shielded by existing structures
of a permanent and substantial character or by natural terrain or topographic features of equal or groote!' height, and would be (oeated in the congested area of a City, town, or setiJement
where it is is evident beyond aU reasonable doubt that the structure so shielded will not adversely affect safety in air navigation. (b) Any .ntenna strucrure of 20 feet or less In height
except one Ill.t would Increase the height of another antenna structure. (c) Arrf air navigation facility, airport visual approach or landing aid, aircraft arresting device, or meteorological
device, of a type approved by the Administrator, or an appropriate mi!ltary service on military airports, the location and height ofwhich is fixed by lis functional purpose. Cd} Any
constructIon or alteralion for which notice is required by any other FAA regulation. §77.17 Form and time of notice. (a) Each pe..on who is required to ootitY the Administrator under
§77.13 (a) shall send one elreCUled form set of FAA Form 746()"1, Nob of Proposed Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional Office having jurisdiction
over the area within which the construction or alteration will be locatee. Copies of FAA Form 746()"1 1 may be obtained from the headquarters of the Federal Aviation Administration and
the regional offices. (b) The notice required under §77.13 (a) (1) through (4) must be submitted .t least 30 days before the earlier of the 􀁦􀁾􀁬􀁯􀁷􀁩􀁮􀁧􀀠dates 􀁾􀀠(1) The date the
proposed construction or alteration is to begin. (2) The date an eppllcation for a construction 􀁰􀁥􀁲􀁭􀁾􀀠is to be filed. However, a notice relating to proposed construction or alteration
that is subject to the licensing requIrements of the Federal Communications Act may be sent to the FAA at the same time the application for construction is filed with the Federal Communications
CommisSion. or at any time before that filing. (e) A proposed structure or an alteration to an existing structure that exceeds 2,000 feet in heIght above the ground wll[ be presumed
to be a hazard to air naVigation and to resUlt in an inefficient utmzation of airspace and the appticant has the burden ofOVercoming that presumption. Each notice submitted under the
pertinent prOvisions of this part 77 proposing a structure in exce:ss of 2,000 feet above ground, or an alteration that will make an existing structure exceed that he.!ght. must contain
a detailed showing, directed to meeting thls burden. Only in exceptional cases, where the FAA conclUdes that a dear and compelling showing has been made that It would not result in an
inefficient utilization of the airspace and would not result In a hazard to air naVigaUon. will a determination of no hazard be issued. (d) In the case of an emergency invofvlng essential
public services, public heatth, or pubnc safety that requires immediate construction or alteration, the 30 day requirement in paragraph (b) of this section does not apply and the notice
may be sent by telephone, telegraph, or other expeditious means, with an executed FAA Form 7450-1 submitted within five (5) days thereafter. Outside nennal business hours, emergency
notices by telephone or telegraph may be submitted to the neatest FAA Flight Service Station. (e) Each Each person who is required to notify the Administrator by paragraph (b) or (e)
of §77.13, or both. shall send an executed COpy of FAA Form 746Q.2. Notice of Actual Construction or Alteration, to the Manager, Air Traffic Division, FAA Regional omce having jurisdiction
over the area involved. ADDRESSES OF THE REGIONAL OFFICES Alaska Region AK Alaskan Regional Office Air Traffic Division. 􀁁􀁁􀁬􀁾􀀵􀀳􀀰􀀠222 􀁗􀁥􀁳􀁬􀀷􀁾Avenue Anchomge, AK 99513 Tel:
􀀹􀀰􀀷􀁾􀀲􀀷􀀱􀀭􀁓􀀸􀀹􀀳􀀠Central Region lA, KS, MO, NE Centrat Regional Office JlJr Traffic Division, ACE-520 601 East 12th Street Kansas City, MO 64106 Tel: 816-426-3408 at 3409 Eastern
Region DC, DE, MD, NJ, NY, PA, VA, WV Eastern Regional OffICe Air Traffic 0Msi0n, AEA-520 JFK (nternatlonal Airport Fitzgerald Federal Building Jamaica, NY 11430 Tel: 718·553-2616 Great
Lakes Region IL, IN, MI, MN, NO, OH, SO, WI Great lakes Regional Office Air Tral!lc Division, AGL-520 2300 East Devon Avenue Des Plaines, Il 60016 Tel: 647·294-7568 New England Region
CTt MA, ME, ME, NH, RI, VT NeW England Regional Office Ak Traffic Dlvlsion, ANE-520 12 New England Executive Park 􀁂􀁵􀁾􀁬􀁮􀁧􀁴􀁯􀁮􀀮􀀠MA 0180:;.5299 Tel: 761-238-7520 Northwest Mountain
Region CO, 10, MT, OR, UT, WA, WY NorthweSt Mountain Regional Office AirTmffic DMsion, ANM-S20 1601 Lind Avenue, SW Renton, WA 96055-4056 Tel: 425-227·2520 Southern Region AL. Fl., GA,
KY, MS, NC, PRj SC, TN,VI SouUlem RegionaL Office Air Traffic Division. ASO-520 1701 Columbla Avenue College Pam, GA 30337 Tel: 404-305·5585 Southwest Region AR, LA, NM, OK, TX Southwest
Regional Offire Air Traffic Division, ASW-52Q 2601 Meacham Boulevard Fort Wor1h. TX 76137·0520 Westem Pacific Region HI. CA, NY,IIZ., GU Western-Pacific Regional Office A!r Traffic Division.
Awp·52D 15000 Aviation Boulevard Hawthorne. CA 90260 Tet: 310-725-6557 FAA Form 7460-1 (2-99) Supersedes Previous Edition NSN: 0052'()O.()I2-000g 
Please Type or Print on This Form Form Approved OMB No. 2120-0001 f3 Failure To Provide All Requested Information May Delay Processing of Your Notice FOR FAA USE ONLY u.s. Department
of Transportation Notice of Proposed Construction or Alteration Aeronautical Study Number Federal AvlaUon Administration ---1. Sponsor (person, company, etc. proposing this action) :
Attn. of: Addison Airoort 9. Latitude: 32° 571 45. 25N" Name: Lisa Pvles AirDort Manaaer Address: lh())1 . 'J K...I) 10. Longitude: 960 491 48. 89W" 'Soire. ..?to 11, Datum: 181 NAD
83 o NAD27 o OtherCity: Addison State: TX Zip: 􀁾7.rzol Telephone: 972,392.4Q'! Fax: 972.788.9334 12. Nearest: City: Addison State:TX 2. Sponsor's Representative (if other than #1):
13. Nearest Public-use (not private-use) or Military Airport or Heliport: Attn: of: Same Addison Airoort Name: Address: 14. Distance from #13. to Structure: On AirDort 15. Direction
from #13. to Structure:On AirDort City: State: Zip: 16. Site Etevation (AMSL): 638 It. Telephone: Fax: 17. Totat Structure Height (AGL): 28 It. 3. Notice of: [81. New ConstructionD Alteration
D Existing 18. Overall height (#16. + #17.) (AMSL): 666 It. 4. Duration: [81 Pennanent D Temporary ( months, days) 19. Previous FAA Aeronautical Study Number (if applicable): 5. Work
Schedule: Beginning End Not A(!(!licable -6. Type: D Antenna Tower D Crane o Building D Power line 20. Description of Location: (Attach a USGS 7.5 minute o landfill o Water Tank 181
Other Fuet Farm Quadrangle Map with the precise site marked and any certified survey.) 7. Marking/Painting and/or Lighting Preferred: Proposed site is on the west side of Addison Road
in the southeast o Red lights and Paint o Dual-Red and Medium Intensity Whtte quadrant of the airport. The site is directly east of two large hangars, D White -Medium Intensity o Dual-Red
and High Intensity Whtte which are significantly taller than the proposed structure:. o White -High Intensity [81 Other No Preference 8. FCC Antenna Structure Registration Number (if
applicable): Not A(!(!A(!(!licable 21. Complete Description of Proposal: Frequency/Power (kW) The fuel fann will consolidate many tanks that are now in various locations throughout the
airport. Those tanks will·be closed and removed. The site was chosen to allow for the easy Ingress/egress of the large tanker trucks. The site also is shadowed by two large existing
hangars that ensure the fuel fann will not interfere with aircraft operations or navigable airspace. Three attachments show the project site and proposed plan/profile of the structure.
The USGS Quadrangle map depicts the site relative to the airport and runway. The plan view provides the required LAT and LONG of each building corner. The profile view provides the LAT
and LONG for the peak elevation. The Airport Reference Point is also provided for reference. The proposed location Is well clear of the Runway Safety Area, Runway Object Free Area, Part
77 Surfaces, and is behind the Building Restnction Line. The tanks will be covered with a stretched fabric roof and the majority of the lighting will be beneath the roof. Some general
lighting will also be Installed, and that lighting will be shielded so as not to cast light upward. There will be no visible emissions. Notice is required by 14 Code of Federal Regulations,
part 77 pursuant to 49 U.S.C., Section 44718. Persons who knowingly and willingly violate the notice requirements of part 77 are subject to a civil penalty of $1,000 per day until the
notice is received, pursuant to 49 U.S.C., section 46301 (a). I hereby certify that all of the above statements made by me are true, complete, and correct to the best of my knowledge.
In addition, I agree to mark andlor light the structure In accordance with established marking and lighting standards as necessary. Date Typed or Printed name and Title of Person Filing
Notice Signature Lisa Pyles, Airport Manager "FAA Form 7460-1 (2-99) Supersedes PrevIOUS Edition NSN: 0052-00-012-0008 
INSTRUCTI YS FOR COMPLETING FAA FORI 460-1 PLEASE TYPE or PRINT ITEM #1. Please include the name, address, and phone number of a personal contact point as well as the company name. ITEM
#2. Please include the name, address, and phone number of a personal contact point as well as the company name. ITEM #3. New Construction would be a structure that has not yet been built.
Alteration is a change to an existing structure such as the addition of a side mounted antenna, a change to the marking and lighting, a change to power andlor frequency, or a change
to the height. The nature of the alternation shall be included in ITEM #21 "Complete Description of Proposal!!. Existing would be a conrection to the latitude andlor longitude, a correction
to the height, or if filing on an existing structure which has never been studied by the FAA. The reason for the notice shall be included in ITEM 1121 "Complete Description ofProposal"
. ITEM #4. If Permanent, so indicate. If Temporary, such as a crane or drilling derrick, enter the estimated length of time the temporary structure will be up. ITEM #5. Enter the date
that construction is expected to start and the date that construction should be completed. ITEM #6. Please indicate the type ofstructure. DO NOT LEAVE BI,ANK. ITEM #7. In the event that
obstruction marking and lightiug is required, please indicate type desired. If no preference, check "other' and indicate "no preference'. DO NOT LEAVE BLANK. NOTE: High intensily lighting
shall be used only for struclures over 500'AGL. In the absence ofhigh intenSity lightiug fur structuses over 500' AGL, marking is also required. ITEM #8. Ifthis is an existing tower
that has been registered with the FCC, enter the fCC Antenna Structure Registration number here. ITEM #9. and 1110. Latitude and longitude must be geographic coordinates, accurate to
within the nearest second or to the nearest hundredth ofa second ifknown. Latitude and longitude derived solely from a hand-held GPS instrument is NOT acceptable. A hand-held GPS is
only accurale to within 100 meters (328 feet) 95 per cent of the time. This data, when plotted, should match the site depiction submitted under lTEM#20. ITEM #11. NAD 83 is preferred;
however, latitude/longitudc may be SUbmitted in NAD 27. Also, in some geographic areas where NAD 27 and NAD 83 are not available other datums may be used. It is important to know which
datum is used. DO NOT LEAVE BLANK. ITEM 1112. Enter the ruune ofthe nearest city/state to thc site. Ifthe structure is or will be in a city, enter thc name ofthat city/state. ITEM#13.
Enter the full name of the nearest public·use (not private·use) airport (or heliport) or military airport (or heliport) to the site. ITEM 1114. Enter the distance from the airport or
heliport listed in #13 to tbe structu .... ITEM #15. Enter the direction from the airport or heliport listed in #13 to the structure. ITEM #16. Entcr the site elevation above mean sea
level and expressed in whole reet rounded to the nearest foot (e.g. 17' 3" rounds to 17', 17'6" rounds to 18'). This data should match the ground contour elevations for site depiction
submitted under ITEM #211. ITEM #17. Enter the total structure height above ground level in whole feet rounded to the next highest foot (e.g. 17'3" rounds to 18'). The total structure
height shall include anything mounted on top of the structure, such as antennas, obstruction lights, lightning rods, etc. ITEM #18. Enter the overall height above mean sea level and
expressed in whole reet This will be the total of ITEM #16 +ITEM #17. ITEM #19. If an FAA aeronautical study was previously conducted, enter the previous study number. ITEM 1120. Enter
the relationship of the structure to roads, airports, prominent terrain, existing structures, etc. Attach an 8·112" X 1 I" non· reduced copy of the appropriate 7.5 minute U.S. Geological
Survey (USGS) Quadrangle Map MARKED WlTH A PRECISE INDICATION OF THE SITE LOCATION. To obtain maps, Contact USGC at 1-800-435-7627 or via Internet at ''http://mapping.usgs.gov''. If
available, attach a copy ofa documented site survey with the surveyor's certification statiug the amount ofvertical and horizontal accuracy in feet. ITEM 1121. • For transmitting stations,
include maximum effective radiated power (ERP) and all frequencies. • For antennas, include the type ofantenna and center ofrediation (Attach Ihe antenna pattern, ifavailable). • For
microwave, include azimuth relative to true north. • For overhead wires or transmission lines, include size and configuration of wires and their supporting structures (Attach depiction).
• For each polelsupport, include coordinates, site elevation, and structure height above ground level or water. • For buildings} include site orientation, coordinates of each comer,
dimensions, and construction materiaJs, • For alterations, cxplain the alteration thoroughly, • For existing structures, thoroughly explain the reason for notirying the FAA (e.g. corrections.
no record ofpreviollS study, elc.). Filing this information with the FAA does not relieve the spoDSor of this construction or alteration from complying with any other Federal, state,
or local rules or regulations. If you are not sure what other rules or ...gulations apply to your proposal, contact localfstate aviation and zoning authorities. Paperwork Reduction Work
Act Statement: This information is collected to evaluate the effect of proposed construction or alteration on air navigation and is not confidential Providing this information is mandatory
for anyone proposing construetion or alteration that meets or exceeds the criteria contained in 14 CFR. part 77. We estimate that the burden ofthis coUed.ion is an average 19 minutes
per response. An agency may not conduct Of SponsOf. and a person is not required to respond to a collection of jnfumtation Wlless R displays a currently valid OMB control number. The
OMB control number for this collection is 2120..0001. 
_____ ........l2:-.e:. --􀁾􀀠􀁾􀀠􀁾􀁾􀀠__􀀮􀁾􀀮􀁲􀀠\'", .;:..􀁾􀀠LAT/LONG INFORMATION LAT 32°57'45.25"N 􀁾LONG 96°49'49.22"W LAT 32°57'45.25"N 00 LONG 9so49'48.5S"W LAT 32°57'47.53"N
[9J LONG 96°49'49.21''W rr;-] LAT 􀀳􀁾􀀵􀀷􀀧􀀴􀀷􀀮􀀵􀀳􀀢􀁎􀀠i!!J LONG 9so49'48.5S''W LAT 32°58'OS.81"N IARPILONG 9so50'11.21"W *NAD 83 \ \ \ L"..,x, \ \ \ \ ADDISON AIRPORT FUEL FARM
VIEW FIG. 1 ADDISON ROAD \ 􀁾􀀠\ 10' 
􀀶􀀶􀀶􀂷􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀁖􀀭􀀺􀀭􀀺􀀭􀁁􀀭􀀽􀁐􀁏􀀭􀀺􀀭􀀺􀁒􀀽􀀭􀀽􀁐􀀭􀀽􀁒􀁏􀀭􀀽􀀭􀁏􀀺􀀺􀀭􀀺􀁆􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀀺􀁾􀀠FLUORESCENT LIGHTING 8" VAPOR PROOF FLUORESCENT LIGHTING
STRETCHED FABRIC CANOPY 8" /!-\JI'II-'LUf\U TANKER TANK VENT (TYP.) APOR PROOF FLUORESCENT LIGHTING EL. ROOF GUTTER DRAIN. RUN DRAIN ACROSS TO SUPPORT POST AND DOWN UNDER CONCRETE. TIE
INTO EXISTING STORM SEWER. AIRPORT TRUCK SIDE REFUELER SIDE MANIFOLD 56' 4" CATCH DRAINAGE TO OIL WATER SEPARATOR TO OIL WATER• SEPARATOR -••1-----RUNWAY -+-ADDISON RD. ------;11...,LAT/LONG
INFORMATION s LAT 32°57'45.25"N [AI LONG 96°46'48.89"W ADDISON AIRPORT FUEL FARM PROFILE VIEW FIG. 2 
HP LaserJet 3200se HP LASERJET 3200 invent OCT-20-2004 5:46PM Fax Call Report Job Date Time Type Identification Duration Pages Result 505 10/20/2004 5:44:41PM Send 913038433133 1:49
7 OK TOWN OF ADDIsoN PUBLIC WORKS To: 􀁾􀁾􀀠From' Jim P1.n:e,P.E. /'_ Asst.Pubti<Wks.Dlr. Company: tJ (£leP' Pbone: 9721450-2879􀁾􀀠• FAX: 9721450-2837 􀁆􀁁􀁘􀁾􀀺􀀠1-'c.-3f'!-"31"33
􀀮􀁩􀁊􀀾􀁉􀁾􀁏􀀼􀁀􀁣􀁩􀀮􀀢􀀢􀀢􀀢􀀮􀀢􀀧􀁍􀀠Date: 10 -").().,.O <J. 16801 Westgrove P.O.BoJ:901{) h!pages (including CQver).-L Addl,on, TX 15001-9010 1«: 􀁍􀁾􀀠
_ . Ftc Ir-􀁾􀁾􀀠􀁐􀁾􀀲􀀠.+0-.)............. 􀁾􀀯􀁵􀁬􀁾􀀠􀁾􀁾􀀭􀀼£& .9-(/Yl f-/v. 􀁾􀀮􀁾􀀢􀀠./), ... ..'J. 􀁾􀀮􀀮􀀠. . . 􀁾..J. .frIZ /U1. ,r--& 􀁾􀀠􀁾􀁴􀀰􀁾􀁢􀀰􀁲􀁾􀁜􀂷􀀠. 􀁾fL 􀁾􀀮􀀠􀁾􀁾􀁪􀁾􀁴􀀿􀀠
SECTION B BID PROPOSAL FOR PROJECT NAME Addison, Texas Date: DAY, DATE, YEAR PROPOSAL OF: ____-:-:;:,---,--:--:-______ (Contractor) Check appropriate business entity. ____ A corporation
organized and existing under the laws of the State of Texas. ____ A corporation organized and existing under the laws of the State of (If a non-Texas Corporation, please attach a copy
of the corporation's Articles of Incorporation) ____ A partnership consisting of _______________ ____ A sole proprietorship owned by _________, an individual. DO NOT REMOVE BID PROPOSAL
FROM SPECIFICATION BOOK SPECIFICATION BOOK TO BE SUBMITTED IN IT'S ENTIRETY 1 of 5 
To: THE TOWN OF ADDISON, TEXAS 5350 BELTLINE ROAD 􀀮􀁉􀁬􀁾􀀠 ADDISON, TEXAS 􀀷􀀵􀀰􀀰􀁾􀁾􀁲􀁾􀀠) The undersigned der, pursuant to the foregoing advertisement for bids, has carefully examined
this proposal, the c tract documents, special provisions, general provisions, special specifications,.owoQ. the specifications and will provide all necessary labor, superintendence,
machinery, equipment, tools, materials, sJ.,ices and other facilities and complete fully all the work as provided for in the specifications and contract documents; and binds himself
upon formal acceptance of this proposal to execute a contract and bonds, according to the prescribed forms, for performing and completing the said work within the required time. s. Unit
prices ar to be sho in both wo s and figures. words will vern. co d for. are intended quantities of work be considered t, overhead, profit, insur ce, etc., to cover t The work proposed
to be done shall be accepted when fully completed and finished in accordance with the plans and specifications, to the satisfaction of the OWNER. The undersigned certifies that the bid
prices contained in this Proposal have been carefully checked and are submitted as correct and final. The undersigned bidder hereby declares that he has visited the site of the work.
In the event of the award of a Contract to the Bidder, the Bidder will furnish Performance and Payment Bond for the full amount of the Contract, to secure proper compliance with the
terms and provisions of the Contract, to insure and guarantee the work until final completion and acceptance, and to guarantee payment of all lawful claims for labor performed and materials
furnished in the fulfillment of the Contract. 2 of 5 
Receipt is acknowledged of the following addenda: Addendum #1 ___ Addendum #2.____ Addendum #3,____ Addendum #4.____ Respectfully Submitted, (Name of Contractor) By: (Authorized Signature)
(Title) Address:_________________________ City:_______________________ State: ___________,Zip: ____________ Telephone: _________􀀭􀀭􀀭􀀭􀀧􀀭􀁆􀀭􀀢􀁡􀀢􀁸􀁾􀀺____________ Seal if bidder
is a corporation 30f5 
LUMP 􀁾􀁜􀁊􀀠IV! Ern TOTA7fOR PROJECT NAME: (SCHEDULE "An) 􀀮􀀮􀀮􀀻􀀤􀁾_________ DO NOT REMOVE BID PROPOSAL FROM SPECIFICATION BOOK SPECIFICATION BOOK TO BE SUBMITTED IN IT'S ENTIRETY
4of5 
BID SCHEDULE SUMMARY PROJECT NAME Bid Schedule and Description Total Amount Materials & Services Schedule "A" item description (such as Water Service Replacement) TOTAL AMOUNT BID FOR
SCHEDULE"A" =TOTAL OF STANDARD BID (A) WruTTENINWOiRD!S:____________________________ TOTAL OF TIME BID: (Calendar Days) TOTAL OF CALENDAR DAYS X $###.00 (B): T&kJ 􀁾􀁂􀁉􀁾􀀠.w. (B) WRITTEN
IN WOFtDS: ___________________ BASIS FOR COMPARISON OF BIDS: tJ/' (A) + IB} = TOTAL 􀁂􀁉􀁄􀁾􀀺􀀠 WRITTEN IN WORDS: _______________ Notes: 1. All items, labor, materials, equipment, facilities,
incidentals, and work required for construction of the project are to be provided and installed by the Contractor as part of the project and payment for the cost of such shall be included
in the price bid for the construction of the project. 2. Prices must be shown in words and figures for each item listed in this proposal. event of discrepancy, the words shall control.
In the 3. It is understood that the Bid Security shall be collected and retained by by the Owner as liquidated damages in the event a contract is awarded by the Owner based on this proposal
within ninety (90) days calendar days after receiving bids and the undersigned fails to execute the contract and required bonds within seven (7) calendar days from the date the Contractor
is notified and has received the conformed documents. After this period, if the contract has been executed and the required bonds have been submitted, the said Bid Surety shall be returned
to the undersigned upon demand. 4. One contract will be awarded based on the total value of Schedule "A", (A), plus (B). Bidder'S Tax I.D. No. or Ernployer No. ________ 5 of 5 
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Specifications and Project Update Page 1 of2 Jim Pierce From: Jim Pierce Sent: Monday, October 04, 2004 5:08 PM To: 'Lundgren, Samuel' Cc: Pyles, Lisa; Rood, Neil; Mark Acevedo Subject:
RE: Specifications and Project Update Sam: The construction lime value language should be in the front end specs CD I gave you. The Instructions to Bidders, Para. I, Completion time,
is the first reference. It refers to the Proposal Form and the Special Provisions. The next reference is Para. R, Cost plus Time Bidding. Next is the Proposal Form. Your proposal form
should be set up for a Lump Sum Bid and you will need to show the spot that the contractor writes in the number of days for his bid. The time value9J a diY we have set is $3,QOO.0_0_per
day. Next is the Special Provisions, Para. 29, Award and Execution of Contract. That is all of the references to A+B Bidding. OK on your Numbers 1 and 2 below. Jim Pierce, P.E. Assistant
Public Works Director P.O. Box 9010 Addison, TX 75001-9010 972-450-2879 ---Original Message--From: Lundgren, Samuel [mailto:Samuel.Lundgren@wgint.comj Sent: Wednesday, September 29,
2004 3:22 PM To: Jim Pierce eel Pyles, Lisa; Rood, Neil SUbject: Specifications and Project Update Jim, I have final on the specifications which I am ready to send for your review. Please
send the bid "construction time value" language you wanted inserted into the bid and general instructions section and I will forward the final specifications book. Also, Raquel Morton,
Associate, from David C. Baldwin Landscape Architects, will be sending 4 copies of the new "concept" plan for your review and selection. Concept A is a curved tree line plan that accommodates
the drainage path and retention area Into the storm line headwall along the new 10' ell fence. Concept B is more of a zig-zag tree line. She feels they can have their plans ready in
about one week, after concept selection. Our final plan check and quality review is set for tomorrow, with cleanup and dispatch of final plans for your review on Friday. For some of
the questions from our previous meeting: 1. I have review the specification sheets on Ultravioletlvisible light fire detectors and do not recommend them for this application. the units
are line of sight, so to mount them where the sunlight would not be a problem would mean that a substantial flame had developed before the alamn would indicate.The rate of rise type we have selected will alamn from heat under the canopy at 170 degrees (F) before the canopy fabric is effected and shrinks back (estimated at +300 10/19/2004 
Specifi(,otions and Project Update Page 2 of2 degrees). 2. Texas Administrative Code TItle 30, Part 1 Chapter 334 requires that we "register" new Above Ground storage Tanks (ASTs) with
TCEQ prior to receiving delivery of fuel and common cerriers are prohibited in delivering fuel until they have been provided a copy of the AST registration certificate. They ask for
at least 30 day notification prior delivery and startup of the AST. Forms are available on line and I have all of the technical information. Thanks for your patience and guidance, Respectfully,
samuel Lundgren, P.E. Program Manager Washington Group International, Inc. 7800 E. Union Avenue, Suite 100 Denver, CO 80237 Phone (303) 843-3596, Fax (303) 843-3133, Cell (720) 530-7315
10/1912004 
T-992 POOl HOBSTZl920102 , 001-07-2004 02:42pm From4950 I«ollor SprinG_ Road. Suite 480 Addlso", TX 75001 (972) 392-3221 Fax Cover Sheet fFAX) 392-0102 Date: October 7. 2004 To: 1# 6f
Pages (ind. cover) if Mr. Jim Pierce Town of Addison P.O. Box 9010 Addison. TX 75001 Pholu,: (972) 450-2860 FHx: (972) 450-2837 IFrom: Dan Franklin Faxed by: DLF Re: LIme pH series ECS
Job # 19:3846 -Bulk Fuel Storage System Originalll to Follow Via: o Mail o FedExlUPS o Courier 00 N/A Remarks: 0 Urgent 􀁾ReplyASAP oFor Your Review 0 Please Comment Jim, Attached are
the results from the lime pH series tests. Note that these tests indicate a distinct break after 2 % with no measurable gain up through 10 %. I could only find one short specification
on lime treatment. As you mentioned, the lime Association may be of better help. Please call If you have questions. Best regards, 􀁾􀀠 Dan Franklin 
P.OOI/004 J · I · . : ', I iI · ; 00t-OJ-2004 02:42pm From-9J23920 I02 T-992 site with airport personnel prior to construction activities beginning. Contractor will be required to attend
a "Driving School" at the airport prior to construction. All employees of tbe contractor operating vehicles on the airport prope!"!y will be required [0 attend the class. tJ°TUSED FINAL
ACCEPTANCE OF WORK Final acceptance of the Work;s subject to approval by the Town of Addison. WORK AREA Contractor shall restrict his construction activity to the project limits. CONTRACTOR'S
AFFIDAVIT OF BILLS PAID The Contractor shall be required to execute the form provided in Section BP prior to the acceptance of the project. PAY ITEMS Pay items provided are intended
to be all-inclusive of the work required on this project. Work required by the plans or specifications but not provided with a specific pay item shall be considered incidental to oilier
items ofwork. Final payment to the construction contractor shall not be made until all Work has been finally completed and verified in accordance with the consll'Uction contract, plans
and specifications and have been finally accepted by the Town ofAddison, SAMPLES AND TESTS OF MATERIALS The Contractor $hall designate and pay a recognized testing laboratory, approved
by the Owner, to perform all asphalt mix design for this project. Such designation shall be subject to the approval of the Owner. Samples of all materials for tests shall be taken by
the Contractor's authorized representative at the discretion of the Owner. All samples and tests shall be performed in accordance with the Standard Specifications for Public Works Construction,
North Central Texas Council of Governments (31'<1 Edition. 1998) as amended or supplemented. All asphalt mix designs and supporting data shall be submitted to the Owner for approval
and accepted at least ten (\0) .' placing asphalt. or testillg aDd lab work paid b)' Olltr,u:tor all will be iary to otber . items. !lI.em-__ 5 . ,(i) &: (j) i th COG specifications
.) utilized to conduct eight ( tes. UME TREATMENT Lime stabi1i:c:ation will be performed in accordance wiili Item 4.6 ofthe North Central Texas Council of Governments Standard Specifications
for PubliC Works Construction (3'. Edition, 1998). The lime stabilized subgrade should be oompacted to at least 95 percent of the maximum density as determined by Texas SDHPT Test Method
Tex-113-E. A minimum of 8 percent by dry weight (48 pounds per square yard per 6-inch depth) is required. 􀁾􀀯􀀠i SF·ll ft : 􀀮􀀡􀁾􀀠
􀁾􀀠'I 􀁾􀀠􀁾􀀠r --􀁾􀀠􀁾􀀠I􀁾􀀠􀁾􀀠􀁾􀀠"-I 􀁾􀀠 􀁾􀀠 􀁾􀀠 o!-I 14.00 I I 13.00 I 􀁾􀀠: 12.00􀁾􀀠-c; I-􀁾􀀠􀁾􀀠􀁾􀀠11 00 􀁾􀁟􀁟􀁟􀀭􀀱􀁾􀀠I . I /I pH 10.00 7-· I 9.00,' I /I 8.00 ,II
7.00 I I 6.00 . 􀁾􀀠􀁾􀀠I 0 2 E {J; I':'( 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠 􀁾􀀠 a; !. u Q LIME SERIES TEST RESULTS i " Job No. 19 ..3846 I I II;II + i I-I ! i \ }/-------r-------1-------t-------t
I J /! I ,_.. I I I .! I ..• " "L i -..-Boring #2 ! I I -I I --T----I I I I I I"I!: l ... i11---\ r Pdl I I I 4 6 8 10 12 I % ume_J 
􀁾􀀠::!•􀁾􀀠LIME SERIES TEST RESULTS = 􀁾􀀠-..... ;:!; 􀁾􀀠􀁾􀀠14.00 I Job No. 19-3846 􀁾􀀠􀁾􀀠􀁾•II I 1 13.00 1/I/___ __ -i+________1I-----t 􀁾􀀠:. 􀁾􀀠___'_ r ----------.. I 􀁾􀀠12.00
-\-= = 􀁾􀀠􀁾􀀠 􀁾􀀠 ----11.00-\ pH 10.00 . , I 9.00 -'--+-.' I 8.00 I I 7.00 􀁾􀀠. I 6.00 ! I-/I/! /!,/' /! -L I ! ' I o 2 I .' II ! IIt--· I . \ \-.-Boring #1J I . I 1---f---i I .I
I I i 4 6 8 10 12 % Lime = =-,!. = !. ,!l I 
----------------------45 􀀭􀁔􀀺􀁾􀁾􀁾􀀠􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀮􀀠--,,40 -I '-" " LIME SERIES TEST RESULTS l ----r:-􀀭􀁾􀀭􀀺􀁬􀁾􀀠 =1= )( 35 _ "ICI)-g 30 __. _-_ _ _ 􀁾􀀠-: -I ::----------Job
No. 19-3846 -+-Bulk Soil Sample 􀁾􀀭􀀺􀀭---------􀀭􀁾􀀭􀀭􀀺􀀭􀀭􀀭􀁉􀀭15 􀀭􀁾􀀭􀁩􀁬􀀭􀁾􀀭􀁾􀀾􀁾􀀭􀁾􀀭􀁾􀁩􀁬􀁩􀀡􀁾􀀡􀁉􀁾􀁩􀁬􀁩􀁾􀁾􀁾􀁾􀀭􀁾􀁩􀁬􀀭􀀭􀁾􀀭􀁾􀀭􀁾􀀭􀁩1 0 􀁉􀁾􀀠..:_= _ 􀀭􀀭􀀭􀁾􀀭􀁦􀁟􀀭􀀭􀀭􀀭�
�􀀭􀀭􀁟􀁾􀀠􀁾􀀭􀀬􀀬􀀢􀀽􀁾􀀠􀀧􀀭􀀧􀀭􀁾􀀭􀀭􀀭􀀭􀀬􀀭􀁾􀀭􀀭􀀭􀁾􀁾􀀠-.... -􀀧􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭... ;.c -5 􀁪􀁾􀁟􀀺􀁾􀀠􀀭􀁱􀁾􀁾􀀠--r=o o 2 4 6 % Lime 􀁾--.-,-------=:--.::=.= f------f---8
10 12 
SWELL TEST RESULTS BULK FUEL STORAGE FACILITY SWC OF ADDISON ROAD AND GEORGE HADDAWAY STREET ADDISON, TEXAS ECS JOB NO. 19-3846 BORING SAMPLE DEPTH (ft) LIQUID LIMIT PLASTIC LIMIT PLASTICITY
INDEX INITIAL MOISTURE : (%) FINAL MOISTURE (%) . LOAD (pst) % SWELL B-1 3 2-3 70 29 41 30.3 33.7 310 0.7 B-2 3 2-3 69 28 41 33.5 35.4 310 0.7 
HP LaserJet 3200se HP LASERJET 3200 OCT-5-2004 9:13AM Fax Call Report Job Date Time Type Identification Duration 257 101 512004 9:12:46AM Send 913038433133 1:00 TOWN OF ADDISoN To: ,Xtm
Lurvlgt«l Company: t"k,sht'1f1/m FAn: /-203-,f¥j-J/33 Dot.: !f)-S-O'f # .'pi'"(Including ••􀁶􀁥􀁲􀀩􀀺􀁾􀀠lU: Fu</FitI'm §tt:.::.s PUBLIC WORKS From: Jlm Piera:; P.E. Am-Publi. Wks. Dlr.
Phone: 972/450-2879 FAX: 9721450-2837 jpltttt@cl..addboll.tt.1JI 16801 Westgrove P.O.Box 9010 Add...., TX 75001-9010 o 0rlgiIIa! iP lIlan 0 hr your l'CqueJl 0 FYI 0 c.n me ""DmmU, Jq
m '7'k Gw,..f fkwWm,s #1 t4. -Uedrmu Yry 􀀮􀀱􀀽􀁴􀀴􀁊􀁦􀀧􀁾􀁳􀀠r,j!IVL,¥t"Y ..,;:" n.t= 41tr"c.n .;#.,prl'/·.,j·e f4 􀁾􀀠tnskJ. T4rtk:1j invc-nt Pages Result 2 OK 
GENERAL PROVISIONS The General Provisions of the Contract shall be as stated in the Standard Specifications for Public Work Construction, North Central Texas Council of Governments (3'
Edition, 1998), under Part I, "General Provisions", Items l.0 through' l.63 inclusive, as amended or supplemented and except as modified by the Special Provisions. The Town of Addison
will require the contractor to obtain "Umbrella" Liability Insurance, as described in l.26.3 of the Standard Specifications for Public Work Construction, North Central Texas Council
of Governments (3,d Edition, 1998), under Part I, "General Provisions". YUill Be smett, Retft8feei ts 6) tke 8Sfttfaetsf tMettge.eHt 􀁥􀀸􀁦􀁴􀁓􀁾􀁂􀁴􀁩􀀸􀁦􀁴􀀮􀀠GP-2 
I • DATE IO/f/9tf. IJ08NO ATTENTiON ' RE:Public Works I Engineering 16801 Westgrove' P,O, Box 9010 Addison, Texas 75001 Telephone: (9721 450-2871 • Fax: (972} 450-2837 GENTLEMAN: WE
ARE SENDING YOU )(Attached o Under separate cover via _____the following items: o Shop Drawings o Prints o Plans 0 Samples 0 Specifications o Copy of letter o Change order 0 ________________
THESE ARE TRANSMITTED as checked below: o For approvalXFor your use 0 Approved as submitted 0 Approved as noted o Resubmit ____copies for approval o Submit copies for distribution o
As requested 0 Returned for corrections o Return corrected prints o For review and comment 0 ___________􀁾􀀠o FOR BIDS DUE ____19,_________ o PRINTS RETURNED AFTER LOAN TO US 􀁾 $IGNO.,
If enclosures are not as noted, please 􀁮􀁾􀀠
DAVID C. BALDWIN. INC. I LANDSCAPE ARCHITECTURE AND PLANNING 730 EAST PARK BOULEVARD. SUITE 100. PLANO 75274. TEL 972.509.1266. FAX, 972.509.1269 Transmittal Date: 9/29/2004 Re: ADDISON
AIRPORT To: PUBLIC WORKS SERVICE CTR. TOWN OF AI Copies to: Jim Pierce 16801 Westgrove Dr. Addison, TX 75001 972-450-2879 Items enclosed: Originals 􀁾Specifications Samples x Prints
Reproductions Other (see below) Via: Printer Regular Mail 􀁾􀁍􀁥􀁳􀁳􀁥􀁮􀁧􀁥􀁲􀀠FedEx I No.ofItems Description Dated 4 copies Landscape Plan (Preliminary) 9/29/2004 I Remarks: Action:
􀁾For your use 􀁾As requested For your approval 􀁾For your review 1comment By: Tung D Huynh \'\ If enclosures are not included as noted, please contact us immediately. 
" 1\-D') jll-5f'IZ: 4254 􀀭􀀭􀀮􀀭􀀭􀁴􀁴􀀭􀀭􀀭􀀽􀀱􀀢􀂥􀀢􀀭􀀧􀀧􀀭􀁲􀀭􀀧􀀭􀀭􀀧􀀧􀁾􀀭􀀭􀀭􀀭􀀺􀀭􀀭..-'ID-;!;:-'L-=-,4-.!..--_----\q,......1;},.=------<if.......5=--{)-a.ff7 ? ____􀀭􀀫􀁩􀀭􀀭􀀭􀀭􀁌􀀷􀁬􀁌􀀬�
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, ; I I 
Bulk Fuel Storage Dispensing System Addison Airport, Addison, TX 95% Construction Estimate Description: Construct a centrally located aviation bulk fuel storage and dispensing system
with 15 individual bulk fuel storage tanks, with off-load and five Fixed Base Operator (FHO) metered dispensing systems, in a consolidated, environmentally protected site, ineluding
tanks and operating equipment, with suitable architectural considerations to blend into the site. The horizontal mounted cylindrical tanks will have an approximate dimension often and
onehalffeet (10 Y:t') diameter by forty-three feet (43') in length (25,000 gal), Or alternatively, ten and one half feet (10 'is') diameter by twenty-six feet (26') in length (15,000
gal). Fuel storage tanks will be double wall, 2-hour fire rated, protected tanks. Primary produets to be dispensed arc Low Lcad AVGAS and Jet A Fuel, with one two·compartment tank of
10,000 gal & 15,000 gal, with dispensing equipment for LL MoGas and Diesel. The Jet A, the off load systems systems will be capable ofoff loading a SOOO gallon over the road fuel tanker
truck in 20 minutes, at approximately 350 gallons/minute and the dispensing systems into the Airport refueling vehicles will be rated at approximately 300 gallons/minute. Industry standard
filtration systems with automatic shutdown and alarms will be installed on the off·load side ofthc storage tanks, to protect product in the fuel storage tanks. Overflow protection devices
will be installed on all fuel storage tanks and connccted to the pump control panel. Pump/dispensing eontrol panel or panels, will bc logically sequenced, gauged to fuel storage tanks
for fuel level indication, and clearly marked for ease ofoperations. An oil/water separator will be installed and connected to the secondary containment dike area, using a valve conneetion
and the off·loadldispensing pad to allow for immediate wash· down ofany spilled product. The off·load/dispensing pad will be large enough to provide a dcsignated parking spot for any
aircraft·refueIing vehicle that develops a leak. Fuel storage arca will have explosion proofclectrical fixtures and control panel. An 1 !oS" water line will be rcquired for emergency
eye wash unit and a 1" hose and reel unit installed for wash down. The hose must reach all arcas ofthe facility, including the oil/water separator. An emergency telephonc/intercom/transmitter
device will be installed with dircct link to the Main Fire Station alarm room. Fuel storagc tanks will be mounted in an 1 S" high concretc low wall secondary containment area, connected
to the oil/water separator so that any major spill in thc containment area can be washed down and pumped out through the oil/watcr separator. Design will include area lighting, site
storm drainage and connection, any required utilities relocation, and site appearance considerations. Access from the outside (airport land side) will be eontrolled with electrically
operated gates and/or a code or key access pad. Paved access will be required from the street and from the airfield areas. Street connection will include driveways, curb and gutter.
Division 1. General Conditions Division 2. Site Construction Iv'lr vYLill" ,I I:'" •</t.r... J $31,900.00 Site Clearing $7,500.00 Earthwork $8,750.00 Water Distribution $4,750.00 OIW
Sep & DrainaQe $57,900.00 Asphalt Pvmt $33,500.00 Concrete Pvmt V) 􀁾JJ, $36,800.00 Chain Link Fence $22,500.00 Division 3. Concrete Cast-in-Place Division 5. Metals 􀁲􀁾􀀮􀁌􀀠I $102,500.00
Metal Stairs r'A>N.,.f1l..(l $22,800.00 Pipe & Tube RailinQs 􀁾􀁉􀀠$12,500.00 Gratings $2,800.00 WGI-ADS-27514 1 09-01-04 
Bulk Fuel Storage Dispensing System Addison Airport, Addison, TX 95% Construction Estimate Division 7. Thermal Protection I Fire Resistive Material 􀁾􀁾􀀱􀀱􀁬􀀠$48,500.00 JDivision 10,
Specialties !Fire Protection to 􀁾􀀠h9 Ib .Q1L;t. $1,150.00 Division 13. Special Construction Fuel System Pipe Fuel SYstem Valves Accessories Pumps Filtration Lighting Protection Fabric
Structures Fuel Storage Tanks Fuel Dispenser Electric Gates Division 15. Mechanical Domestic Water Piping Water Specialties Drainage Specialties Storm Drainage Piping Emergency Plumbing
"\ $27900.00 I ,l JI.A.UA ) 􀁾􀀠• , Ir, $22,400.00 $34,600.00 $22,100.00 /$30,500.00 ,f, 􀁾􀁜􀀧􀀭􀁴􀀨􀀠I j';:';l"b Y' I c. "-,.tl IL ) $3,100.00 $345,500.00 \ " ./$415,200.00 􀁾􀁾􀀠$13,900,00
$32,400.00 $2,250.00 \k'"..,\ u..,.* \\<I.u-bll1-.; I $10,500.00 r A J-c..t, p.,'cuiJ •.Au. 􀁾􀀮􀀠L ,.'-1-" •...-h. ,JI-$22800.00 • $26,800.00 ,..0;'..... 1. $1,150.00 WGI-ADS-27514
2 09·01-04 ' .. ' 
Bulk Fuel Storage Dispensing System Addison Airport, Addison, TX 95% Construction Estimate Division 16. Electrical WirinQ & Cables '$27,000.00 Boxes & Fittings $2,200.00 Electrical Connections
$3,550.00 Motor Disconn Switch .(.., $28,500.00 Transformer " $2,250.00 Panel Boards \ $1,800.00 Contaetors & Push B /$12,400.00 MCC /$32,700.00 Ext Lighting $14,300.00 Voice Cabling
􀁾􀀬􀀮􀁩􀂷􀀠,I $2,450.00 Fire Alarms 'f(a: -L 61. 􀁾􀀼􀀮􀁴􀀮􀀴􀀮􀀾$10,600.00 Controls & Instrument 􀁾􀀢􀀧􀀢;... :.'b rlh. -\ It 1 $42,600.00 Tel Entry & Controller $3,250.00 O,H& P '''L'<.
"7" $350,000.00 Total Lump Sum Bid Bid Bond Amount: $1,938,550.00 $0.00 Submitted by: Date: WGI-ADS·27514 3 09·01-04 
􀁾􀁾􀁾􀂮􀀠Public Works I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001 Telephone: (972) 450·2871 • Fax: (972) 450-2837 DATE 8b1J/tJ¥ I JOBNO ATTENTiON RI2 􀀱􀁫􀁉􀁴􀀱􀀯􀁾􀀠1ft.
.L 7ie:>I J:iir't1'"'J I i I ! I i GENTLEMAN: WE ARE SENDING YOU kft,ttached o Under separate cover via ______ the following items: o Shop Drawings 0 Prints o Plans 0 Samples 0 Specifications
o Copy of letter 0 Change order 0 _________________________ I COPIES DATE NO. DESCRIPTION I f(/JI/otf 514.f.e-A. g/-th-k;Ie /A ,f.-;'rJCP i-..e. /'0 L'. 7.:.h dJ /IL <'7/1YHr:3 M P ';-./'/24
e..t? 1 /. I THESE ARE TRANSMITTED as checked below: o For approval 0 Approved as submitted o Resubmit ____copies for approval ;(For your use 0 Approved as noted o Submit copies for
distribution o As requested 0 Returned lor corrections o Return corrected prints o For review and comment 0 _________________________ o FOR BIDS DUE ____19,___________ o PRINTS RETURNED
AFTER LOAN TO US COPY TO 􀀭􀀯􀀮􀁊􀁊􀁬􀁍􀁩􀀺􀀮􀀭􀁾􀀽􀀽􀀭􀀽􀁾􀀽􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀮􀀺􀀮􀀽􀁾􀀮__-____ . SIGNED:--,L.􀁾􀁾􀁾􀁾􀀮=======-___________ If enclosures are not as noted, please
􀁾􀁥􀀮􀀠
-------Stott on 103400 􀁾􀀠d o 􀁾􀀠􀁾􀁉􀀠,I8' !I 􀁾􀁉􀀠!I, ,--------1---------1-AIRPORT REFUELER SIDE AIRPORT REFUELER SIDE TANKER TRUCK SIDE· stot Ion 103-+50 , 􀁾􀀠d u 􀁾􀀠􀁾􀁉􀀠,
,I.,& 􀁾􀀭􀀭􀀭􀀭􀁾􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀡􀀡􀀭.,__-------t . t AIRPORT REFUELER SIDE 
8-􀁜􀀹􀀭􀁯􀁾􀀠 AGENDA Addison Airport New Bulk Fuel Storage and Dispensing Facility (Fuel Farm) 2:00 P.M. -Town Hall 􀁾􀀠Site Plans a Specs & Construction documents for bidding a Canopy
a Landscape a Dates • 8/24 -comments back from Fire Dept. • 8/27 -all comments back to Sam L. • 9117 -Final construction review mtg. • Staff -morning • FBO's-aftemoon 􀁾􀀠Costto FBO's
􀁾􀀠Certificates ofObligation -$ amount 
Facilities with aboveground storage tanks containing petroleum products need to be aware of the stricter requirements of the new SPCC rules A recent us Environmental Protection Agency
press release (EPA Region 8, 1l/24I2oo3) ,lWd:; as Jollows: "The U.s. Environmental Protection Agency'S Denver office is seeking penalties oj more than $100,000 againsl J7Jacmties in
Norlh Dakola Jar violations oj Ihe Jederal Clean Waler Acts Spill Prevention Contral and Countermeasure (SPCC) Plan Regulations," EPA recently finalized new regulations [Title 40, (»de
oj Federal Regulations, Pan 112 (40 CFR 112)1 regardintSPCC plans, This rule is applicable to all owners of aboveground oil <lnd gasoline storage tanks. The rules hav"C been in effect
since the early 19705 but the new revisions were made to clarify the rules language and organization, The requirements were initially put in place in 1973 and this new rule became effective
August 16. 2002. EPA extended compliance with changes until August 2004; but compliance with the the old rules is still required. After February 2005, operators of aboveground By John
Adams, PE storage tanks (ASTs) must prepare and implement an spec plan before beginning operatiOns. EPA is currently inspecting AST sites and recent inspections have included diverse
groups ranging from country clubs and car rental agencies to nursing homes. The final rule is complex and covers more than 100 pages, including comments. EPA hat; tried to make understanding
the rule easier 'With several summaries and brochures on the EPA Web site. Key Elements of Ihe New SPCC Law If a facility has more than a total of 1,320 gallons of total aboveground
petroleum storage capacity, it probably will have to comply with the EPAs SPCC regulations, The 1,320.gallon capaCity is determined by measuring ,he contents of all containers with a
capacity of 55 gallons or more, including all petroleum products and animal oils and fats. All these storage drums and tanks mUSt have secondary containment and be included in a vvTitlen
control and countermeasures plan. Note that EPA's focus is on the capacity and not the amount stored. If a facililY has a 2,OOO-gallon tank but only stores 500 gallons in it, the law
says the entity has 2,000 gallons of storage, Overall, the rule continues to apply to owners or operators of facilities that drill, produce, gather, store, use, process, refine, transfer,
distribute, or cot1..bume oil or oil products. (See the table Target Industries Identified in 40 CFR 112 for EPA's list of target entities.) This rule includes such diverse owners/operators
as farmers, automobjle lots, and school districts. It also includes slorage for emergency generator fuel at locations such as hospitals. 1f you have aboveground storage capaCity that
£Otals more than 1,320 gallons of 􀁰􀁥􀁴􀁲􀁯􀁬􀁥􀁾􀀠urn products, includi.ng all tanks and drums 55 gallons and illrger, and the tanks are in a location where the drainage mip)u eventually
drain into navigable water, the law applies. Revisions incorporated into the new spec regulations 40 www.eponline.com July I August 2004 
D. (llob) Sprot/ll. PhD, PE. is JireciOr oj industrial sares ana marketing at USFilter Envjrex Products. He has 20 years oj experience in deyeloplng, marketing, and seiling wastewater
treatment processEs and equipment. Bob has an BS, MS, and PhD in chemkal cngineeringJrom Purdue UniversIty in We:;l Lafayeue, lild., as weT! as an MBA from. Webster Ul1iversit;y in St.
Louis, Mo. SprouH can be reached al (262) 521.8273 or sproullb@usfilter.com. For more information, clrcJe 303 on carel. Definitions of Terms • Aerobic bacteria: microbes that reqUire
oxygen to survive. • Facultative bacteria: microbes that can survive with or without oxygen. • Inert: material that is not readily degradable, In the context of the ankle, examples include
􀁤􀁩􀁡􀁴􀁯􀁭􀁡􀁾􀀠ceous eanh, day, sand, and grit. •. Lysis: when'. cell breaks apart and loses its comentS. • Wasting biological solids: refers to sending biological solids for dewatering.
Addilional verlicalloop reaclors are parlel the planned expansion .t the Alpine Chee.e Company's wastewaler Ilea/ment plant. 1. PORTAblE fOLDING TANK SIzes: 600-5,000 Gallons. Custom
sizes available. 2, 8Elp·SUPPORTIND TANK Totally Sail-Supporting -NO STEEL FRAME -Foam or Air Collar:. Sizes; 500.-14,000 Gallone. 3. ROL·lA-TANK Used for rsmote locations: or 011 spill
elsan up. Stores in coovernen! storage bag:. SizeS: 250-2,OQO Gallons. 4. COLlAPSIBLE FABRIC PillOW STYLE Potable Of g:ray walef $Ioroge. 7 6, fLOAnNG STRAINER Sell·LeVGlfng in all water
aoui'C1Ia. Slzea; 1* -S', B. INFlATABLE fORIlISlE DAMS Temporary Cot'llAl!nIDent for i<OOfamiooted liquids. Sizes: 150-15,000 Gallons. 7. PORTABLE DAM Willi "l" BRACKET SUPPORT!! Sizes:
150-15,000 Gallons. 8. ORAtN COVEIIS PleVems contaminated liquids !rOOl going down trtoJITI drains. Circle 26 on card. 38 
Circle .28 on caret include the exemption or completely buried storage 1anks and the exemptton of portions of cc][ain facilities used 􀁥􀀮􀁸􀁣􀁬􀁵􀁾􀀠sively for wastewater aeaUDem. These
facllities have their own rule.s. One of [he unique areas of emphasis for EPA is the reqUirement of secondary 􀁣􀁯􀁮􀁾􀀠tainment lor [he bulk trucks that refill the' storage tan . No[
only does t e SPCC plan have to have procedures for containing a spill from the tanks, the facility must have procedures and containment for the The old-fashioned, unsafe way to slor.
fuel alJoveground, bulk filling trucks, This reguiremenr can present some 􀁾􀁟􀁾􀁩􀁧􀁵􀁣􀀠problems because requently these trucks fill the storage tanks from locations outside the contam·
ment area, such as parking lots, The preparation of the plan is the fCsponsibllity of the ASTs' owner, but it must be certified by a licensed professional engineer. The plan must describe
the preparations and implementation to prevent any discharge of oil into local walers. Oil as defined in this la'w is very broad and includes petroleum, oil mixed with other wastes,
animal oils and fats, and oil rrom vegetables, seeds, nuts, etc. It also covers petroleum products such as grease, synthetiC olls, and mineral oils. Additlonally, the SPCC plan must
alleast address the following: • Operafing procedures the faclUty implements 10 prevent oil spHls • Control measures installed to prevent oil from entering navigable \v-atCrS • Countenncasures
to contain, Cleanup, and mitigate the effects 0 f oil spills This means that an owner/opcrawr might, for example, have to build a dike around bulk lube oil tanks or aboveground diesel
tanks. The plan also must include rccord-Providing custom-configured or 􀁯􀁬􀁦􀁾􀁴􀁨􀁥􀁾􀁳􀁨􀁥􀁬􀁦􀀠systems that deliver data you con count on", even in lf1e harshest environments. Need
quality 􀁳􀁥􀁲􀁶􀁩􀁣􀁥􀁾􀀠We provide relioble installation, training and support with rapid in·hause service or repiocet'l'leJ'lt part turnaround. We ore there for yoo when you need
us most. • Portable, self-orienting weather stotions • Integrated systems &. weafher station networks • NIST-tracea:ble calibration &. repair facilities Fully compliant with EPA, PSD,
NRC, ANSI/ANS-3,11-2000, SARA Title III, CERCLA • Remtech Doppler Acoustic Sodor Please 􀁡􀁊􀀱􀁉􀀶􀀳􀀱􀁾􀀵􀀶􀀷􀁾􀀷􀀳􀀰􀀰􀀠for a free consulfation or visif www.dimotronics.comlep 42 Circle
29 on card, July I August 2004 
keeping, loading/unloading procedures, transfer procedures, and site securily. A key inspeclion area [or EPA is record keeping. These records include, but are not limited to, annual
training on the spec, regular safeAddItionally, the inspectors may conducl an unannounced drill during which {hey will inspect [he condition of spil1 containment equipment and evaluate
the facility's ability to respond to a spilL from tWO lawsuits, Ameliwn Petroleum Institute 1'5. US Ellvimnmenlar Protection Agency, Civilh:tion No. 02-02247, and Petmleum Marnelers
oj AmcI1ca vs. u.s. EnvironmenUlI Protection Agency, Ovil Action No. 02-02249,. ty [raining to include These law"SuiLs wereEPA is currently inspecting AST sites and recent spec information,
settled earlier this year and bmh 'Weekly and inspections have included diverse groups and did clarify some annual inspections of specific areas. In 􀁰􀁡􀁮􀁩􀁣􀁵􀁾􀀠tanks and equipment.
ranging from country clubs and car rental lar, the rulings clarified Furrhemore, the spec plan must be recertified by • registered engineer every five years (unless there has been a
major change in the site, in which case the spec plan must be updated as soon as possible). Another important element of the spec program is the requlremem for SPeC-regulated sites to
report to EPA whenever two spills or discharges of 42 gallons Or more occur within any 12-month period. If the spill is more than 1,000 gallons, only a sjngle spill will LIigger reporting.
The new standard in aboveground fuef slorage. When EPA Drops By for a Visil As the press release fmm EPA indicates, the agency has implemented a program to visit and inspect the spec
plans at sltes. EPA is using both agency emplo}"£es 􀁡􀁾􀁤􀀠outside contractors to perform these inspections In some cases, EPA may send a letter announcing that a site wilt be inspecled
in the near future and request a copy of the spec pion before the alTival of tbe inspectors. However, EPA is also making unannounced inspections where the facilitys spec plan is reviewed
on sire by jnspectors. The facility also will need to provide relevant documentation of operating procedures, spill prevention 􀁭􀁥􀁡􀁾􀁵􀁲􀁥􀁳􀀬􀀠personnel trJining, inspection procedures,
dr.ainage discharges, and spill incidents. July I Aug." 2004 agencies to nursing homes. In March 2004, EPA held a public meeting with imerested stakeholders explaining the results of
lhe settlement agreementli issues associated with . tank-integrity testing, fencing, loadIng racks and the definition of impracticality. A key issue has been the requirement for secondary
containment in loading rucks. The The CCEANSWITCH'" RTO from MEGTEC Systems is the most 􀁥􀁦􀁦􀁩􀁥􀁩􀁥􀁮􀁾􀀠􀁣􀁯􀁳􀁴􀁾􀁥􀁦􀁦􀁥􀁣􀁴􀁩􀁶􀁥􀀠and 􀁴􀁲􀁯􀁵􀁢􀁬􀁥􀁾􀁦􀁲􀁥􀁥􀀮􀀠VOC destruction
system available, • 99% VOC Destruction • Patented Air Sealed Valve • No Pressure Pulse • Low-Maintenance Modular Design • No Internal Metal Walls to Wear Out • ·Pre-assembled for Quick
Installation • 24-Hourl7-Day Service and Support from an Experienced Company with over 2,500 Oxidizer Installations Worldwide Please contact uS for mOre infonnation on how MEGTEC Systems
can help you meet your environmental complianee needs. THE 􀁂􀁏􀁔􀁔􀁏􀁾􀀱􀀠LINE IS PROCESS KSOWLEDGE 001-800-862-6943 830 Prosper Road P.O. Box 5030 De Pere. WI 54115-5000 Circle 30
on card. 
Target Industries Identified in 40 CFR 112 • Crop and Animal Production • Crude Petroleum and Natural Gas Extraction • Coal Mining, 􀁎􀁯􀁮􀁾􀁍􀁥􀁴􀁡􀁬􀁬􀁩􀁣􀀠Mineral Mining, and Quarrying
• Electric Power Generation • Heavy Construction • Petroleum and Coal Products Manufactuing • Other Manufacturing • Petroleum Bulk Stations • Gasoline Stations • Heating Oil DealerS
• Automotive Rental and leasing • Elementary and Secondary Schools and Colleges • Hospitals and Nursing 􀁾􀁯􀁭􀁥􀁳􀀠wording now refers to "loading and will nOl back off comphance for
even unloading areas." If appears thallhe 􀁩􀁭􀁥􀁲􀁾􀀠small ASTs. In addition, EPA is pretation win be that the area where a bulk ,ruck fills these smaller tanks will rail under the
rules ror "undiked drainage" and win require some type of containment. Much mOrt information concerning the settlement agreement is available at www.cpa.gov!oilspililindex.htm. Overall,
these regulations are still being resolved, but it appears that EPA Automatic calibration for unattended operation. Analog, digital and relay outputs for connectivity to most data and
alarm systems. prD, FID or TeD detectors available for use in: • Worker exposure such as ethylene acrylonitrile, butadiene, styrenEI, 􀁥􀁲􀀩􀁩􀁣􀁨􀁬􀁯􀁲􀁯􀀬􀁨􀁹􀁣􀁬􀁲􀁩􀁮􀁾􀀠• Sou"",
and fugitive emissions such as Meil1ylene Chloride, Trichloroeil1ylene, Non-mathane Hydrocarbons. • Fence line and perimetermonitoringsuch as Benzene. Toluene, Ethyl Boozene. Xylene. Phone: 860.572.1085 Ext. 6101 Fax: 303.823.5151 Website: www.baselineindustries.com Baseline -mocon, inc. Circle 31 on card. John Adams,
PE, IS preSident of PJJaSC I Environmental 1nc., an environmental 􀁣􀁯􀁮􀁾􀀠sldtingfirm based in Highlands, Texas. Adams received his BS in chemical 􀁥􀁮􀁧􀁉􀁮􀁥􀁥􀁲􀁾􀀠ingJmm Texas
A&M University and an l"f8A from Harvard Business School. BeJote startIng his own firm, he worked in vtlliO!JS cnglnCC'ling and senior management posiliOll'i Jar several major companies,
including Conoeo, Shell, and Tenneco. Adams was also an office,-ill ill rile U.S. Air Force where he worked with Ilue/ear weapons. He 15 a registered engineer in Texas ana is a member
oj tlle Amelican Institute 0ICI1emical Engineers, the American Chemical SOciety, al1d tile Texas Society of Professional Engineers. He can be cDnweled at (281)426.2756 or jadams@rnhaI976.hbs.edu.
For more information, circle 304 on caret inspecling small tank sites. Remember, even if the facility has an aboveground, double-waned petroleum storage tank the facility still has to
provide 􀁳􀁥􀁣􀁾􀀠ondary conrainment for bulk loading areas, training, documentation of training and lank inspections and, of course. ,he SPCC plan signed by a registered engineer. 􀁾􀀠e-Sources
• EPAs new regulations regarding spill prevention control and 􀁣􀁯􀁵􀁮􀁾􀀠tenneasures (SPCC) plans 􀁷􀁷􀀢􀀬􀁣􀁰􀁡􀀮􀁧􀁯􀁶􀀡􀁯􀁩􀁾􀁰􀁩􀁬􀀯􀁬􀁳􀁰􀁣􀁣􀀮􀁨􀁴􀁭􀀠EDL II Radio Modem RF Data
Pipe built to survive. E o L It The New EDL II works in extreme conditions so you don't have to! The EDL II radio modem provides an ideal communlcadons Ijnk for w<!lIther monitoring,
SCADA, and other environmental sensor' applicatiom. Its uoique: dcsign allows for dire« moundl1g to a variety of antennas, for superior indoor aod outdoor performance and lower 􀁾􀁯􀁳􀁴􀁳􀀢􀀠"",¢Ith:
􀁣􀁾CM'fIOt1tlon m 􀁉􀁜􀁫􀁬􀁜􀁭􀁉􀁁􀀢􀀬􀁾􀁵􀁴􀀬􀁓􀁕􀀢􀀮􀀮􀁴􀀮􀀠! Hl.5am:> eM, C>\ 9SOSil Tellt'm.i Numw 800]9>.1001 Omsld.l uS: 􀀢􀁏􀁦􀀩􀀧􀀶􀁾􀁕􀀰􀀷􀀡􀁬􀂷􀀠"'"'" -IOBJ.ofB.'im 􀁅􀁾􀁾􀁏􀁦􀁦􀁩􀀼􀀢􀀬􀀧�
�􀀳􀀡􀀠l!l)72!i76ol175 􀁅􀀮􀁭􀀺􀁤􀁾􀀠WU@lfldr.c:crwt<"", Ii! www.paciflccrest.com PACIFIC CREST 􀀧􀁬􀁉􀁷􀁰􀀱􀀧􀁬􀁯􀁯􀁷􀁾􀁴􀁴􀁲􀀮􀁗􀁵􀁴􀀢􀀢􀀢􀁏􀁲􀁯􀀨􀁴􀁬􀀼􀁜􀁣􀁯􀀮􀀮􀀺􀁬􀀢􀁩􀁑􀁬􀀬􀁃􀁬􀀠COAPOIIATfON
Circle 32 on card. 
Addison Airport Fuel Farm Pricing Analysis Question: Determine the minimum lease rate per tank for the proposed Addison Airport Fuel Farm based upon various assumptions. Methodology:
Devise a model to solve for the Net Present Value of a given cash flow stream over a certain time frame to equal "0". This would indicate the estimated breakeven point for revenue (Rent)
over operating expenses and other capital requirements. Base Assumptions: Land Area I acre (43,560 SF) is assumed required to accommodate the new facility. Land Lease Rate Cost of the
land is assumed to be the current market ground lease rate subject to an annual cpr adjustment. The land cost is considered to represent the opportunity cost to the Airport for not being
able to use the land for other revenue generating opportunities. Annual cpr Escalator An assumed cpr percentage is applied to various other variables as indicated here. No. ofTanks Number
of tanks is assumed to be 15. Revenue projections are directly tied to the number of tanks leased. For the purpose of this analysis, all 15 tanks are assumed to be leased day I and with
no vacancies throughout the analyses time frame. Tank Cost Tank cost is estimated to be $65,100 per tank for 15 ballistic resistant tanks or, a total of $976,500. Infrastructure Cost
Includes all other construction cost other than the tanks and their dedicated pipes and values serving the tanks. Includes screening canopy. $600,000 Maintenance Cost Assumed to be a
function ofthe land area@$.10perSF./'i.fA.y-Management Cost Includes management fees and city staff overhead cost allocations attributed to the facility. Assumed to be 25% of annual
revenue. Tank Estimated Economic Life Tanks are assumed to be fully depreciated at the end of 25 years and will need to be replaced at that time. The term of the analysis is tied to
the tank economic useful life Legal Costs for Y r. I One time upfront cost assumed to be $1,000 per tank to cover costs associated with negotiating and drafting lease agreements. Annual
Legal Costs Assumed to be $100 per tank and subiect to cpr increase Discount Rate A non-variable rate assumed for the purpose of calculating the present value of an irregular cash flow
stream. Reinvestment Rate That rate of interest where a sum of money can be reinvested each year. Required for determining a reserve fund for tank replacement. Residual Value ofInfrastructure;
Yr25 Ifthe cost of infrastructure is considered in the analysis, it is assumed that the infrastructure does not fully depreciate over time. For the purpose of this analysis, it is assumed
the residual value equals the initial construction cost without any appreciation ofvalue over time. Tank Replacement Reserve Requirement For the purpose ofbuilding a replacement reserve
fund, a calculation is made using the initial cost ofthe tanks, escalated by the cpr over the holding period. This value represents what the tanks will cost to replace in year 25. 
Percent of Participation The percent of the replacement cost of the tanks to be funded by the replacement reserve fund. (Example: IfCity intends to establish a replacement reserve of
only 50%, then City will want to set aside the appropriate amount of funds to equate to the replacement cost ofthe tanks in year 25. Adjusted Reserve Requirement The product ofthe Tank
Replacement Reserve Requirement times the Percent of Participation Annual Replacement Reserve The result of a calculation that determines what amount should be funded into a reserve
account each year, considering the time value of money, to equal the Adjustad Reserve Requirement. Annual Lease Rate Per Tank The lease rate per tank beginning in Year I so that the
Net Present Value ofthe cash flow assumed will equal "0" or breakeven. The Annual Lease Rate Per Tank is increased each year by the CPl. Monthly Lease Rate Per Tank Annual Lease Rate
Per Tank divided by 12 equal installments. Net Present Value ofNet Income and Capital Requirements By solving for the annual lease rate that would yield a net income plus capital requirements
to equal "$ 0.00", this annual rent rate per tank represents the breakeven point where revenue from rents should be sufficient to offset projected operating costs and, if included, development
costs and reserve requirements. Note: Cost ofinsurance, environmental management and related risks are assumed to bepass-through cost to each tenant on a pro-rata basis. These types
ofcosts are very diffiCUlt to project with any degree ofcertainty. Summary of Scenarios and Results: Scenario 1: Generally assumes development, operating and capital costs are included
in the analysis based upon the values given. Result: Starting lease rate per tank per month is $1.253. Scenario 2: The same as Scenario 1 except the Reserve Replacement Fund is not required.
Result: Starting lease rate per tank per month is reduced to $],025. Scenario 3: Land, Infrastructure, Legal costs and Residual Value are omitted from the analysis. Reserve Replacement
Fund is fully required. Result: Starting lease rate per tank per month is $810. Scenario 4: Land, Infrastructure, Legal costs and Residual Value are omitted from the analysis. 50% funding
ofthe Reserve Replacement Fund is required. Result: Starting lease rate per tank per month is $696. Scenario 5: Land, Infrastructure, Legal costs and the Residual Value are omitted from
the analysis. Reserve Replacement Fund is not required. Result: Starting lease rate per tank per month is $582. 
$ 2.5% 15 $ 65,100 $ $ $ $ ($1,81 ($1,81 $0 $6,981 582 Addison Airport Fuel Farm Tank Pricing Analysis Area Lease Rate /SF CPI Escalation % ofTanks Cost@Cost Total Construction ($/SF)
(% of Revenue) Economic Useful Life (yrs.) Year 1 /tank I Annual /tank Rate Rate Value of Infra. Yr 25 Tank Replacement Reserve % Adjusted Reserve Annual Replacement Lease Rate Per Tank
Lease Rate Per Tank Solving for NPV NPV of NI & Capital Req. 0 
FULL SCALE FIRE TEST ON COMPOSITE MEMBRANES FOR TEXTILE STRUCTURES PRECONTRAII\JT 502 8100 GLASS/PTFE SP METHOD 2205 SP SWEDISH NATIONAL TESTING INSTITUTE March 2002 .ueONTUlfiT w CO
FERRARI SA ;:: )00BP 54 z ..F 38352 La Taur-du·Pin cedex 􀁾􀀠)00FRANCE .. z:TIR + 33 (0)4 14!l1 41 33 􀁾􀀠.. 1/18 
SUMMARY TEST PROCEDURE SCHEMATIC DRAWING OF THE FRAME TENT GAS ANALYSIS EQUIPMENT & PROCEDURE TEMPERATURE /GAS ANALYSIS COMPARATIVE TEST RESULTS PRECONTRAINT 502 8100 GLASS/PTFE COMPARATIVE
BEHAVIOR TO FIRE & IMPACT ON BUILDING PRECONTRAINT 502 8100: 1 TO 10 PHOTOGRAPHS GLASS /PTFE : 31 TO 40 PHOTOGRAPHS 2/18 
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MEMBRANE 5028100 GLASS/PTFE GAS ANALYSIS/TEMPERATURE COMPARATIVE TEST RESULTS PEAK SMOKE TEMPERATURE (C") at 2 meter above ground level 96"C 261 "C GAS ANALYSIS TEST RESULTS GIVEN AS
MAXIMUM and AVERAGE CONCENTRATION (%) The sampling point was located at a height of 1.6 meter above ground level. MEMBRANE CO 2 CO HF HCI Max Average Max Average Max Average Max vera.
502 0.54 0.18 88 35 <5 <5 <10 <10 GLASS/1.13 0.30 220 60 26 9 <10 <10 PTFE 6/18 
FOR INFORMATION: CONVENTIONNAL TOXICITY INDEX (NFX 70·100) Extract § 6.3 I NFX 70·100 To evaluate the toxicity of emitted gas, the amount of gas recorded during the analysis are compared
to values taken as reference, those references are called « critical concentration » and are expressed in mg/m3 and labelled: « C.C. ». The critical concentration of a gaz is the maximum
concentration that a person is able to accept during 15 mn without irreversible biological consequences. Here enclosed Table 3 the Critical concentration of the various gaz Gaz CC (mg/m3)
CO 1750 CO2 90.000 Hcl 150 HBr 170 HCN 55 HF 17 S02 260 This shows that HF is the most dangerous gaz of the list 5000 time more toxic than CO 2, 100 time more toxic than CO . CONCLUSION
WHEN EXPOSED TO IDENTICAL FIRE CONDITIONS . GLASS PTFE generates approximately twice as much CO and C02 than PeslPVC membranes. . GLASS PTFE generates a significant percentage of extremely
dangerous HF, whereas the Pes/PVC membrane does not generate any·. "The FTIR instrument used during the test could not record HF below 5% therefore the value listed states < 5 eventhough
Pes/PVC membrane does not generate any HF. 7/18 
COMPARATIVE BEHAVIOR TO FIRE & IMPACT ON BUILDINGS · Pes/PVC MEMBRANES GENERATE A HOLE IN THE ROOF PROPORTIONNAL TO THE FIRE = AUTOMATIC GAS and SMOKE EXTRACTION = QUICKER and EASIER
EXIT ACCESS for PUBLIC SAFETY Pes/PVC membranes generates an opening of the roof in proportion to the size of the fire which in turn will allow an adequate capacity of evacuation of
smoke and gas. The hole for smoke extraction is naturally positionned right above the fire in the optimum location for the smoke extraction. Note: Glass/PTFE membrane allow only a limted
extraction of the smoke and gas. More smoke and gas trapped inside the structure may jeopardize the evacuation of the public and safety of the persons. • RISK OF FLASH OVER and FIRE
EXTENSION : In a building which do not have smoke extraction devices (because of costs), the hot gas accumulated in the higher part of the building can catch fire at a given temperature
and generate a FLASH OVER and extend the fire to the near by buildings. Note: Glass/PTFE membrane record peak smoke gas temperature approximately 3 times higher than Pes/PVC membranes
CONCLUSION The above points are mentionned to alert on the fundamental difference between: · The material flame retardency reaction according to given standards and. · The actual behavior
of fabric buildings under fire The benefit of Pes/PVC membrane in terms of smoke and gas extraction, safer public evacuation, limited production of toxic gas, lower temperature ... can
only be evidenced in FULL SCALE FIRE TEST as descibed above. Laboratory standardized test on small format sample give only a restricted and non conclusive understanding of the actual
behavior of a fabric building under fire. 
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"WaShington Group International Integrated Englneerlng, Construction. OOG Management SOlutions AGREEMENT FOR CONSULTING AND PROFESSIONAL SERVICES BETWEEN WASHINGTON GROUP INTERNATIONAL,
INC. AND DAVID C. BALDWIN INC. AGREEMENT NO. 27514 -DeB Form 407·20A(MM)2I2004 
GWashington Group International lntegmted Engineering. Construction. and Management Solutions THIS AGREEMENT ("Agreement"), number 27514DCB, for Consulting and Professional Services
(together wi!h the Attacbments hereto) dated and effective as of September 29, 2004 (the "Effective Date"), is hereby made and entered into by and between Washington Group Intemational,
InC., an Ohio corporation, (hereinafter "Client") having a place of business located at 7800 E. Union Ave., Suite 100, Denver, CO 80237 and David C. Baldwin Inc. (hereinafter "Consultant")
having a place of business located at 730 East Park Blvd., Suite 100, Plano, TX 74074 (each a "Part;y" and collectively, the "Parties"). WHEREAS, Client has entered into an agreement
(!he "Prime Agreemenf') to provide prolessional services to Town of Addison, TX (the "Owner") in connection with Addison Regional Airport Bulk Fuel Storage and Dispensing Project (the
"Projecf'); WHEREAS, Client desires to subcontract eertain portion of its services under !he Prime Prime Agreement to Consultant; and WHEREAS, Consulmnt desires to perform such subcontracted
services fur Client. NOW THEREFORE, For and in consideration of the foregoing premises and mutual convenants and agreements contained herein) the Parties agree as follows: 1. SERVICES
TO BE RENDERED 1.1 Consultant agrees to undertake and perform eertain consulting and professional services ("Services") in accordance with the terms and conditions conlained herein,
as may be requested by Client in writing from time to time. 1.2 The Services to be performed and the schedule for performance fur each task shaU be described in onc or more authorizations
issued to Consultant by Client, the form of which is attached hereto as Attachment A ("Worle Authorization"). 2. PAYMENTSFORSERVICES 2.1 In consideration for proViding those Services
as specified in a . Work Au!horization issued hereunder, and unless o!herwise specified in the applicable Work Authorization, Client shall pay Consultant pursuant to the rates and charges
schedules annexed hereto as Attacbment B. 2.2 If not a corporation, Consultant must provide to Client Consultant'S Federal income tax identification or social security number, or be
subject to 20% withholding as required by Federnl law. 2.3 Consultant shall be responsible for aU reporting and payment obligations with respect to (i) Consultant's personnel relating
to worker's compensation insurance, Social Security, state and federal unemployment insurance, medical-hospital insurance, salary continuation insurance, pension plan costs, and pro
rata allowances fur vacation and sick leave pay, as well.s all other employee benefit programs and (ii) !he payment of all sales and use laxes which are measured by Ibe value of Services
performed under this Agreement and the applicable Work Authorization. Consultant shall, when requested by Client, furnish Client with evidence in a form and substance satisfactory to
Client that Coosultant has been paid amounts owed under this Agreement and that all lieos and claims have been been waived to the extent permitted by law. 2.4 Consultant shall rendar
invoices monthiy fur Services performed during the previous calendar month. All invoices shall reference this Agreement (including any applicable GSA N1.U:bber) and, if applicable, the
speCific task number pertaining to the approved Work Aulhorization. Payment terms will be net thirty (30) days on all invoiced amounls. Client and Consultant shall promptly attempt to
effect a resolution of any dispute concerning an invoice submitted by Consultant and Consullant shall provide Client with a corrected invoice or additional supporting documentation as
necessary. Client may withhold payment of !hat pertinn of an invoice disputed by Client until the dispute has been resolved. Notwithstanding anything to the contrary in !his Agreement,
Client shall pay Consultant the undisputed po.tion of any invoice only after Client receives corresponding payment from Owner. 3. RESPONSIBILITY FOR SERVICES 3.1 Consultant shall perform
!he Services in accordance with !he highest degree of care, diligence, professional skill, practices and judgment that is exercised by recognized professionals in hislher/its field of
e"Pertise with respect to services of a similar nature, and Consultant shall be responsible fur the prolessional quality, technical accuracy, ,,!,d completeness of all Page 1 of5 Agreement
for Consulting and Profess!Cnai Semcts Fonn 407·20A(MM)212004 
"WaShington Group International Integrated Engineering, ConWuct!on. and Management Solutions Services furnished under this Agreement. Services, except only to the extent of Client's
sole Consultant walTants that such Services sball be free negligence, subject to applicable law, whether of elTor or omission, and shall conform to any based on contract, tort, negligence,
strict liability, requirements specificd in the applicable Work delay, warranty, indemnity, error and omission, or Authorization, and shall not result in or contribute otherwise, Consultant
waives any righlto assert to any infringement of any patent, copyright, any immunity from or limitation of any of these trademark or other intellectual property right. In obligations
under any workers' compensation or the event that Client determines that Consultant's other employee benefit or disability statute, Services have failed to meet any of the above standards,
Consultant agrees, upon written notice 7. WAIVER OF CONSEQUENTIAL DAMAGES from Client, to to correct the faulty portion of the Services and that it shall be responsible for all 7,1 Notwithstanding
anything to the contruy in this resulting damages and losses, regardless of whether Agreement or a Work Authorization, Client shall in resulting wholly or only partially therefrom, all
at no event be liable, whether based on contract, tort, no cost to Client and all without prejudice to any negligence, strict liability, delay, warranty, other right Or remedy, Consultant
understands that indemnity, error and omission, or otherwise, for Client will rely on the data, findings and any consequentiali special. incidental, indirect, recorrunendations obtained
from the Consultant exemplary, punitive or multiple damages, or under this Agreement. Any and all tools, materials damages arising from or in connection wilh loss of and instruments
required to perform the Work shall use or loss of revenue or profit and Consultant be funrished by Consultant, hereby releases Client from any such liability, 4. SAFETY 8. CHANGES 4,
I Consultant acknowledges that safety is of prime 8.1 Client may from time to time modify, extend, importance to Client and Owner, and Consultanl enlarge, reduce, shorten or terminate
the Services shsll cooperate with Client and Owner in efforts to andlor schedule under a Work Authorization by prevent injuries to personal end to comply with all written instructions
10 Consultant. In the evenl applicable safety rules and regulations, Client requires Consultant to perform additional Services, or malro other modifications to tha 5. INSURANCE Services,
Consultant's compensation, the schedule and any other relevent terms and conditions of the S.l Subject to written variation by Client in an relevant Work Authorization shall be subject
tD applicable Work Authorization, Consultant shall mutual negotiation, effect and maintain during the performance of Services under a Work Authorization the insurance 9. INDEPENDENT
CONSULTANT coverages as identified in Attechment D, 9, I Consultant is an independent contractor, Neithar 6. INDEMNITY Consultant, nor any ofits employees, are or shall be deemed to
be agents or employees of Client or 6.1 Consultant shall indemnifY, defend, and hold Owner, Consultant has sole authority aad Client, Client's affiliated companies, Owner, and responsibility
to employ, discharge or otherwise each of Client'sltheit respective agents, successors, control its employees. assigns, and any and all officers, directors, shareholders, employees or
representatives of any 10. CONFLICT OF INTEREST of the foregoing ("Indemnified Parties"), hannless from and against any and all loss, claim, liability, 10,IConsultant represents that
performance of the penalty, fine, cosl (including also attorneys fees) or Services does not creale any conflict of interest expense, including bul not 11tnIted to any and all with Consultant's
olher business undertakings, and property damage and any and aU personal injury, Consultant agrees not 10 undertake any other including death ("Damages"), in the event such assignment
from any third party that might creale Damages to any extent wbatsoever arise from or an actual or apparent conflict of interest with relate to any act or omission of Consultant. its
performing the Services fur Client. employees or affiliates in connection with the Page 2 ofS Agreement for Consulting And Profbssional SCf'Vices Form 407.20A(MM)21:l004 
GWashington Group International Integrated Engineering, Construction, and Management Solutions 11. COMPLIANCE wrm: LAWS 11.1 The Services and Consultant's perfonnance thereof shall comply
with an applicable Federal, State and local laws, rules, regulations, codes, etc. In addition, Consultafit shall comply with all work rules and restrictions established at or for the
site of the Services by Client or Owner. Consultant agrees to indemnifY, defend and hold the Indemnified Parties hannless from and against any and all Damages based on or arising out
oft in whole or in part, from any violation or alleged violation of law or any noncompliance by Consultaot under this Article 11. whether based on conlraet, toIt, negligenee, strict
liability, delay, warranty, indemnityt error and 􀁯􀁭􀁩􀁳􀁳􀁩􀁯􀁾􀀠or otherwise, 12. OWNERSffiI' OF DOCUMENTS I WARRANTY OF TITLE 12.1 All documents originally prepared by Consultant
or its subcontractors in the performance ofServices under a Work Authorization and 10 be provided to Client are "works made for hiren for Client under the Copyright Act of 1976, as amended.
Client shall acquire all right. title and interest in any such document, whether delivered ro Client Or nat, and Consultaot hereby assigns, and will cause each af its suboonlrnctors
to assign, to Client all right, title and interest in any such document and the copyright therein. Client shall have the unrestricted right to use and disclose such infonnation in any
manner and for any pmpose wid,out any further payment or compensation. 12.2Consultaot warrants and represents that any document furnished by Consultant or any of its subcontractors in
the performance of Services under a Work Authorization do not ioftinge any patent, copyright, trademark or other third party intellectual property rights. Consultaot shall indemnifY.
defend and hold tbe Indemnified Parties herrnless from and against any Damages ..ising out of or relating to any claim of infringement in connection with any document furnished by Consultaot
or its subcontractor in the performance of Services under a Work Authorization, subject to applicable law, whether based On conlract, tort, negligence, strict liability, delay, warranty,
indenmity, error and omission,. or otherwise. 13. TERl)I]NATION/SUSPENSION 13.1 Client shall bave the right (in its sole and absolute discretion) to terminate for its convenience this
Agreement or any Work Authorization prior 10 completion of lite Services thereunder delivery of written natice to Consultant, or upon death or disability of Consultant or of any key
person performing any Services under a Work Authorization. Consultant shell stop all Services on the dete speeified in such notice. In any sueh event, Client shall pay Consultant all
undisputed amo1lnt$ due up 10 the effective dete oftenninstion. Il.2Client shall have the right (in its sole and absolute discretion), at any time, to suspend for its convenience performance
of all or any part of the Services by giving written notice to ConsultanL Consultant shall stopall Services Services on lite date specified in such notice. Such suspension may continue for a total cumulative aggregate period of up to twelve (12) months after the effective dete
of suspension during which period Client may request, in writing, Consultant 10 resume perfurmance ofthe Services. A suspension of Services by Client may be the basis for a ohaage pursuant
to Article 8. 14. CONFIDENTIALITY 14.1Consultant shell preserve the confidentiality of all information provided by Client ar Owner or developed Or furnished by Consultant under this
Agreeroeot, aod shall restrict the use thereof to those within its organization requiring such use in order to perform the Services. When required by Client, Consultant shall require
its employees and subcontractors, if any, to enter into appropriate similar 􀁮􀁯􀁮􀁾􀁵􀁳􀁥􀀠and 􀁮􀁯􀁮􀁾􀁤􀁩􀁳􀁣􀁬􀁯􀁳􀁵􀁲􀁥􀀠agreements. The above restrictions shell not apply with
respect 10: a) information which is or becomes generally available to the pUblic other than as a result of violation violation of this Artiele 14; b) written information disclosed to
Consultant hereunder which was in Consultaot's possession prior to such disclosure and which was not acquired under an obligation of confidentiality directly or indirectly; c) ioformation
received by Consultant, from a third party, after the time of first disclosure hereunder and without any obligation of confidentiality directly or indirectly; or d) information which
is required by appropriate legal authority to he disclosed (but only to the extent ofsuch requirement). Page 3 ofS Agreement for Consulting and Professional Services Form 407-20A(MM)212004

GWashington Group International Integrated Eng/'neering, ConstructiOn, and Management So!utlnns 14,2Client and Consultant agree that in the event of a breach of the confidentiality provisions
in this Article 14, Client shall be entitled to equitable relief, including iIijunctive relief and specific performance, in addition to all other remedies available at law or in equity.
14,31n the event the Parties have a separate confidentiality agreement, the more stringent provisions shall apply, notwithstanding Article 17.2, 15. TERM IS.IUnless otherwise specified,
the term of this Agreement shall be no more than two (2) years from the Effective Date, subject to earlier termination as berein provided, Any Services performed under an existing Work
Authorization after the expiration of this Agreement shall continue to be governed by the terms of this Agreement. 16. LIENS 16,1 Consultant shall pay when due all labor and material
bills, if any, arising from perfonnance of the Services, keep the premises free from any liens, and indemnify, defend and hold the Indemnified Parties hannless from any Damages arising
out of any liens or claims for payment, if any, arising from performance of the Services. Should any lien or notice of lien be filed by any person performing labor or furnishing material
to the 􀁃􀁯􀁯􀁳􀁵􀁊􀁴􀁡􀁮􀁾􀀠Client shall have the option to <a) retain a sufficient sum to pay and discharge such obligation, or (b) pay and discharge such lien without regard to its
validity and to collect from Consullant all costs including reasonable attorney's fee fOr discharging such lien. In lieu of (a) or (b) above, the Consultant at lis option may furnish
an indemnity bond, approved by Client, at Consultant's cost, 17. GENERAL 17.1Client and Consultant eacb represent and warrant that this Agreement has been duly authorized, executed and
delivered and constitutes its binding agreement enforceable against it. 17,2 Consultant shall maintain true and correct records of all reimbursable costs (in accordance with generally
accepted acoonnting principles applied on a coosistent basis) pertaining to Consultant's Services nnder this Agreement and alI transactions related thereto, and shall retain all such
records for a period of four (4) years from tbe date of their preparation, or such longer period as may be required by law. Client may from time to time make an audit of aU records of
Consultant in connection with the Services rendered nnder this Agreement. Client shall be permitted to make such audits fora period offour{4) years from the date of the preparation of
tile applicable records, or such longer period as may be required by law, Consultant shall assist Client in making the above audits, In the event an audit by Client resnlts in disallowance
nf costs, any overpayment that has been made to Consultant will be immediately reimbursed by Consultant to Client 17.3This Agreement and Work Authorization may not be assigned by Consultant
in any way, including by operation of law, unless otherwise "",tually agreed In In writing, and any such attempted non· authorized assignment shall be null and void and of no force or
effect. 17.4Notices shall he effective hereunder as follows only if in writing and addressed to the Party designated in this provision: (I) upon delivery, if delivered personally to
the Party; (2) upon transmission, if transmitted to the facsimile number of the Party; and (3) two business days after posting by registered Or overnight mail (postage prepaid), The
acceptable addresses for each Party to whom notices are to be delivered are as follows: CLIENT: Attention: BrucePogne E·Mail: bruce,pogne@wgint.com Phone: 3()3·843-2141 Facsimile: 303-843-3622
CONSULTANT: Attention: Linda Adelstein E·Mail: linda@davidcbaldwin,net Phone: 912·509·1266 Facsimile: 972-509-1269 175AU contract issues and matters of law will be adjudicated in accordance
with the laws ofthe State of New York, excluding any provisions or principals thereof which would require the application of the laws of a different jutisdiction, unless the Parties
mutually mutually agree in writing to apply the laws of • different jurisdiction. In the event a dispute arises between Client and Owner in Page40f5 Agreement for Consulting and Professional
Servl'ees Fonn407·20A(MM)212004 
"washington Group International Integrated Engineering, Construction. and Management Solutions connection with the Prime Agreement, Client sball have the right to implead Consultant
into the dispute resolution proceeding and Consultant hereby consents and agrees to any such impleader. 17.6The terms and conditions of this Agreement shall prevail, notwithstanding
any variance with any document submitted by Consultant wbether formally rejected by Client or not. This Agreement may be modified only by amendment when signed by each Party. In the
event that any one or more of the provisions of this Agreement sball be found to be illegal or unenforceable, the remaining provisions of this Agreement shall remain in full force and
effect, and such tenn or provision shaU be deemed stricken only to the extent and in the jurisdictions necessary for compliance witb applicable law. In such a case Client and Consultant
shall meet in a good :faith effort to amend this Agreement so that it will comply as nearly as is then legally possible with its original provisions. 17.7Nothing in this Agreement shall
be construed to give any rights or benefits to anyone other than Client or Consultant. 17.8The beadings in this Agreement are for convenience only, and shall not affect the interpretation
bereof. l7.9The provisions under the Articles for Responsibility for Services, Confidentiality, Limitation of Liability, Insurance, Waiver of Consequential Damages and Indemnity and
any otber provisions of this Agreement andlor Work Authorization(s) providing for limitation of or protection against liabilities between the Parties hereto shall survive termination
of this Agreement andlor completion ofthe Services bereunder. 17.10 This Agreement and any ,executed Work Authorizations supersede all prior written andlor oral contracts and agreements
that may have been made or entered into between Client and Consultant regarding the subjcct matter hereof, including but not limited to any and all proposals, oral or written, and all
communications between the Parties relating to this Agreement or any Work AuthorizationI' and constitutes the entire agreement between the parties hereto with respect to the subject
matter bereo£ No amendment to this Agreement or any Work Authorization shall be enforceable unless in writiog and signed by both Parties hereto. Consultant shall have accepted this Agreement,
provided thet Consultant has received this Agreement and either a) received payment; or b) started performance of the services. 18. ATl'ACBMENTS 18.1 Attachments A, B, C and D which
are attached bereto, are incorporated by this reference into this Agreement as iffully set forth herein. Attachment A -Work Authorization Form AU.ehmant B -Schedule ofRates and Charges
AUachment C -Travel and Temporary Assignment Attachment D -Insumnce Requirements Attachment E -Proposal Dated September 7, 2004 IN WITNESS WHEREOF, the parties hereto have caused this
Agreement to be duly executed by their duly authorized representatives, effective as of the day and year fust above mentioned. CONSULTANT By: WASHINGTON GROUP INTERNATIONAL, INC. Name:
Title: nate: CLIENT By: DAVID C. BALDWIN INC. Name: Title: Date: Page 5 of5 Agreement for Consulting lind Professional Services· Fann 407·20A(MM)1t2004 
"waShington Group International integrated ErIgineering, Constructfon, and Management Solutlons ATTACHMENT "A" WORK AUTHORIZATION CONSULTANT: David C. Baldwin Inc. PROJECT NAME: Addison
Regional Airport Bulk Fuel Storage and Dispensing System AGREEMENT NO.: 21514 ·DCB TASK NO.: 1 REVISION NO.: a EFFECTIVE DATE: September 29, 2004 BASIS FOR PAYMENT (Check Each That Applies):
[8J Consultanfs Schedule of Charges in Aftachment B I D Amount not to be exceeded without amendment to Work AuthQrization ( ) i D Other (Describe: ) I SCOPE OF SERVICES: ConSUltant is
to produce a landscape architecture plan along Addison Road, adjacent to the neW Bulk Fuel Storage and Dispensing System for the Addison 􀁁􀁩􀁲􀁰􀁯􀁲􀁾􀀠and as more fully described in
Attachment E dated September 1, 2004. PERFORMANCE SCHEDULE: Work to commence September 29, 2004 and be complete within 4 weeks or as directed by Clienrs Sam Lundgren. CLIENT RESPONSIBLE
CONTACT PERSON: Samuel Lundgren at 303-843-3596 or e-mail samuel.lundgren@wgint.com. TERMS AND CONDITIONS: This Work Authorization shall be governed by the terms and conditions set forth
in the Agreement for Consulting and Professional Services between Consultant and Client as of effective September 29, 2004. AUTHORIZED FOR CLIENT: 8y: Title: Date: ACCEPTED FOR CONSULTANT:
By: Tille: Date: Fonn 407-20A{MM)2/2D1M 
GWashington Group International Integrated EngineerIng, ConstructIon, and Management Sotutioos ATTACHMENT "B" SCHEDULE OF CHARGES PROJECT PRICING BASIS: BASIC SERVICES -For the Landscape
Architecture Plan as described herein, Client agrees to pay the Consultant a lump sum fee of two Ihousand nine hundred forty dollars and no cents (2,940.00 USD). REIMBURSABLE EXPENSES
-Direct expenses such as reproduction, airfare, mileage, facsimile, long distance telephone, microfilming, mylars, and reductions, and other out-of pocket expenses relating solely to
the project will be invoiced separately at Consultanrs direct cost times a multiplier of 1.1. Consultant will provide Client with receipts whenever possible. (Note: Consultant shall
have prior approval from Client's Samuel Lundgren for any air travellhat Consultant deems necessary for execution of this Agreement). TERMS OF PAYMENT -The Consullan! shall bill monthly
at a percentage of Ihe work completed. All invoices shall be due and payable NET 30 DAYS from the Cllenfs receipt of invoice. (This requirement lakes precedence over paragraph 4.4 of
Attachment E). Consultant is to submit the original of each invoice to: Washington Group International, Inc. 7800 E. Union Ave., Suite 100 Denver, CO 80237 Attn.: Samuel Lundgren ADDITIONAL
SERVICES -Hourly rates (USD) of additional services or work requested by Client not under this contract agreement are as follows: Principal/Landscape Anchitect 125.00/hour Senior Landscape
Architect 85.00/hour Junior Landscape Architect 65,OO/hour Technical (CAD Drafting) 60.00/hour Clerical 40.00/hour Form 407-20A(MM)212OO4 
GWashington Group International Integrated Englneerlng, Constrtu:tlon, and Management Solutions A:rTACWM&NT uC" TR,LWEL 􀁁􀁾􀁉􀁑􀀠TEMPQRM¥ J\SSI"NMENT PQbIC¥ CeAs1:Jltatoit's emf)leys@s
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Fsimsl:lFSeG at 'Y=Ie IRS !if li"essFaI Travel ReiJwlaU9Rs rata, ,his t@1[ GRaFS9S I 51 Meels. ReG8ipts ere 􀁲􀀸􀁾􀁷􀁬􀁆􀁥􀁤􀀠far emf)9RGitbl'FeS if $:;!§ eF Rl9Fi lieF say;. 6. bat:1Rery
eRe SF)' sleeRiR!! sBPtis9. PsrFFliUei iFlly after 'Re 􀁥􀁾􀁦􀀳􀀱􀁥􀁹􀁧􀁥􀀠Ras BeeR 􀁥􀁗􀁾􀁦􀁪􀁲􀁥􀁾􀀠R9R'o19 flslifeFmifls SSPQG9S f4r a miAiFRtiRl sf fSbiF aeRS9sHtivB says 9;'1 iii
paFtisl:Jlar 􀁴􀁆􀁩􀁾􀀮􀀠NOTE: ATTACHMENT "C" IS NOT APPLICABLE TO THIS AGREEMENT. 
"waShington Group International Integrated EngIneerIng, Construction, and Management Solutions Attachment "0" INSURANCE 1. Unless othelWlse specified in the Agreement, Consultant agrees
that it shall obtain and maintain during the performance of any Services at the Facility Site and until the acceptance thereof, the insurance described in item 2 below and shall be carried
with insurance companies with at lease a Besl's 'A" rating. Consultant will fumish to Client three (3) copies of the certificate(s) evidencing such insurance prior to commencing, performance
or physically present on the Facility site under the Agreement. 2. The required insurance coverage is as follows: (a) Worker's Compensation Insurance and Employer's Liability Insurance
(including occupational disease) to cover statutory benefits and limits of the Worker's Compensation laws of any applicable jurisdiction in which the Services are to be performed hereunder,
and Employers' liability Insurance with limits of five hundred thousand dollars ($($500,000) for trauma, each accident; five hundred thousand dollars ($500,000) for disease, each person
and five hundred thousand doUars ($500,000) disease, policy limit. (b) Commercial General Liability Insurance written on the latest ISO occurrence form and including coverage for Contractual
Liability and Products and Completed Operations (to remain in force for two (2) years following acceptance of the Services). The Insurance required by this clause (b) shall have the
following limits of liability: Third Party Bodily Injury and Property Damage Liability: $1,000,000 combined single limit per occurrence and $2,000,000 combined single limit general aggregate,
with such limits available to the Project. (c) Business Automobile liability insurance covering all owned, leased and non-owned vehicles used In connection with the Services, with not
less than $1,000,000 combined single limit per occurrence for bodily injury and property damage. (d) If professional services are Involved, Professional liability Insurance with not
less than $1,000,000 per occurrence with a 24 months discovery period after completion of the performance under the Agreement. 3. The following endorsements shall be included in the
above insurance coverages: (a) Thirty (30) days advance written notice in the event of cancellation, non-renewal or material change of any policy. language referring to 'endeavor to"
and "but failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives' shall be stricken from the certificate of insurance.
(b) Client and Owner named as additional insureds (except on Workers' Compensation and Professional Liability Insurance). (c) A waiver of subrogation in favor of Client and Owner. (d)
Severability of Interest or Separation of Insureds. (e) Consultanrs Insurance is primary and any insurance maintained by Client is considered excess and non-contributory. 4. Consultant
expressly understands and agrees that any insurance coverages required by Ihis Agreement or othelWise provided by Consultant in no way limits the obligations or liabilities of the Consultant
assumed elsewhere in this Agreement. Deduclibles, if any, are for the account of the Consultant. Form401-20A(MM)212004 
ATTACHMENT "E" September 7, 2004 PROPOSALfCONTRACT FOR LANDSCAPE ARCHITECTURAL SERVICES FOR ADDISON REGIONAL AIRPORT Bulk Fuel Storage and Dispensing System ADDISON· TEXAS This proposal
is for landscape architectural design and consulting services by DAVID C. BALDWIN INC. (the Landscape Architect) for WASHINGTON GROUP INTERNATIONAL, INC. (the Client) and the TOWN OF
ADDISON (the Owner). 1.0 SCOPE 1.1 The Landscape Architect's area of work shall consist of providing landscape screening and irrigation for a new fuel storage facility located on Addison
Road in Addison, Texas. Specific area of work on this site will be limited to a linear island located between Addison Road and the new parallel drive. 1.2 Services shall consist of Schematic
Design, Construction Documents, Bidding Services, and llnplementation Observation. 2.0 BASIC SERVICES The Landscape Architect's Basic Service shall consist of the four (4) phases described
in Paragraph's 2.1 through 2.4 as follows: 2.1 SCHEMATIC DESIGN 2.1.1 The Landscape Architect shall visit the site to verify and inventory existing conditions. 2.1.2 Working with the
Client, the Landscape Architect shall prepare concept plans and sketches specifically addressing: Landscape screening from Addison Road 
2.1.3 The Landscape Architect shall submit to the Client an Opinion of Probable Construction Cost based on current area or unit costs. 2.2 CONSTRUCTION DOCUMENTS -Based on the approved
Schematic Design Documents and approved Opinion of Probable Construction Cost, the Landscape Architect shall prepare for approval by the Client, Construction Documents for components
consisting of: • Landscape Planting Plan, details, and specifications • Landscape Irrigation Plan, details, and specifications 2.3 BIDDING SERVICES -Based on approved Construction Documents,
the Landscape Architect shall provide bidding services to include the following: • Help in the preparation of landscape addenda items if required. • Answer questions and prepare clarifications
during the bidding process. • Review bids as requested. 2.4 IMPLEMENTATION OBSERVATION -During construction, the Landscape Architect shall perform the following construction implementation
services: 2.4.1 Review shop drawings and submittals as requested. 2.4.2 The Landscape Architect shall make the following trips to the site to observe contractor progress and plan compliance:
• Maximum one trip during the landscape installation 2.4.3 The Landscape Architect shall report any discrepancies or problems to the Client. 3.0 􀂣􀁆􀁾􀁅􀁅􀁾􀁓􀁾______________________________________
__ The Client shall compensate the Landscape Architect for the services described in 2.0 above as follows: 3.1 BASIC SERVICES -The Client agrees to pay the Landscape Architect a lump
sum fee of two thousand nine hundred forty dollars and no cents ($2,940.00) to be billed monthly at a percentage ofthe work completed. 
3.2 REIMBURSABLE EXPENSES -Direct Expenses such as reproduction, airfare, mileage, facsimile, long distance telephone, microfilming, mylars, and reductions, and other out-of-pocket expenses
relating solely to the project will be invoiced separately at our direct cost times a multiplier of 1.1. 4.0 LIMITATIONS Limitations to the work involved are as follows: 4.1 Basic Services
do not include the following: • Instrument surveying or field verification of existing hardscape, trees, vegetation, or topography • As-built surveys and drawings • Redesign of project
in attempt to reduce construction costs (after budget approval) • Attendance at fonnal meetings or presentations (i.e. Planning and Zoning, City Council, etc.) • Applying for and obtaining
construction permits • Design of any special site or landscape amenities not previously outlined under Basic Services 4.2 Basic Services and associated fees assume a detailed topographical
survey will be provided to the Landscape Architect at no charge to the Landscape Landscape Architect. 4.3 Structural Engineering is not included for any site or landscape elements for
which the Landscape Architect is providing Construction Documents. 4.4 All fees are due and payable upon receipt at the office of David C. Baldwin Inc., 730 East Park Boulevard, Suite
100, Plano, Collin County, Texas 75074. 4.5 Hourly rates of additional services or work requested by Client not under this contract agreement are as follows: Principal/Landscape Architect
$ 125.001hour Senior Landscape Architect $ 8S.00fhour Junior Landscape Architect $ 65. OOthour Technical (CAD drafting) $ 60.00thour Clerical $ 4O.001hour 
5.0 STATEMENT OF JURISDICTION The Texas Board of Architectural Examiners has jurisdiction over complaints regarding the professional practices of persons registered as Landscape Architects
in Texas. The Board's address and phone is P. O. Box 12337, Austin, TX 7&711, phone: 512-305-9000, fax: 512-305-8900. The Board's web site address is www.tbae.state.lx.lIs. AUTHORIZATION
TO PROCEED: Signature:___________ Printed Name: __________ W ASHlNGTON GROUP INTERNATIONAL DAVID C. BALDWIN INC. INC. Date:_____________ Date:____________ 
------5220 Spring .alley Rd., Suite 204 GWashill.gton Dalias, TX 75254 (972) 385-1635 phone (972) 385-1639 fax Infrastructure Services letter of transmittal to: Jim Pierce, P.E. project
no.: 27514,00 Town of Addison client project no.: ______ Public Works Department date: 8/18/04 __ 16807 Westgrove reference: Addison, TX 75001:;:.:90::..:1:..:::0'--______ i item no.
copies date description , ! 1 1 8/18/04 Fuel Tank/Addison Rd. Cross Sections , i we are sending Y.Du: !Xl enclosed n under separate cover via transmitted as noted: §for approval §no
exception taken X , for your use Make revisions • for review and comment , remarks: Please find attached documents as per your r«?9J..:u:;::e:;::st.:.:..__________ Should you have any
questions don't hesitate to contact me at (972) 385·1635 x 205. Miguel Otero-Jimenez, P,E. Project Manager