TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04 -22 CHANGE ORDER NUMBER: 01 1. CONTRACTOR: Archer Western Contractors, Ltd. 2. Change Order Work Umits: Sta. 􀁟􀀭􀀽􀀭􀀷􀀮􀀺􀀺􀀮􀀮􀀳􀀫􀀴􀀰
􀁾􀁟 to Sta. 78+50 3. Describe the work being revised: This work will entail the furnishing. installation and removal of the temporary security fence that is equivalent in construction
to the existing fence. The existing security fence shall not be removed until the temporary security fence has been installed, so to maintain the security of the property. The Temporary
security fence will remain in place until the permanent security fence is installed as per contract, and then and only than shall the removal of the temporary security fence be allowed.
4. Work to be performed in accordance with Items: See attached Tables 5. New or revised plan sheet(s) are attached and numbered: ..:.N..:./A:...:.... _ 6. New general notes to the contract
are attached: o Yes iii No 7. New Special Provisions to Item2Y8-No. 2Y8-, Special Specification Item2Y8-are attached. Each signatory 􀁨􀁥􀁲􀁾􀁢􀁹 warrants that each has the authority
to execute this Change Order (CO). The following Information must be provided The contractor must sign the Change Order and. by doing so, agrees to waive any and all claims for additional
compensation due to any and all other expenses; additional changes for time, overhead and profit; or loss of compensation as a result of this change. Time Ext. #: N/A Days added on this
CO: __0__ $8,509.00 􀀯􀀦􀀭􀁾􀀭􀁯 Town of Addison Date Asst. Public Works Director APPROVED DIrector of PUblic Works Amount added by this change order: Date Typed/Printed Name Typed/Printed
Title Town of Addison 􀁾􀁁􀁐􀁐􀁒􀁏􀁖􀁅􀁄 Asst. City Engineer Date
TABLE A: Force Account Work and Materials Placed Into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04 -22 CHANGE ORDER NO. 01 LABOR HOURLY HOURLY RATE TABLE B: Contract
Items ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVIOUSLY REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN
1201 8ft securltv Chain-link Fence lequllant to exlstlnal LS SO.OO 0.00 SO.OO 1.00 1.00 $8508.00 $8608.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTALS S . $8608.00 S8,508.OQ
TABLE B: Contract /lems (Continued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04 -22 CHANGE ORDER NO. 01 ORIOINAL CONTRACT + CHANOE REVISED CONTRACT CHANOE PREVIOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 The ·Totals· from Table B of the J revlous work sheet: $ . $8,509.00
$8,509.00 TOTALS $0.00 sa,509.00 sa,509.00
Arapaho Road -Phase III Project No. Change Order No. Reason for Change The contract plans call for the removal ofan existing security fence and installation ofnew security fencing at
the new right-of-way limits surrounding the facilities of the Dallas Water Utility, Station 73+40 to 78+50, Right. The removal of the existing fence is required during the initial phase
of the project with construction of the new fence to be performed in the final phase of the project. Recent guidelines and regulations mandated by the Department ofHomeland Security
require security fencing at all times surrounding the water facilities. This change order will compensate the Contractor for the construction and subsequent removal ofthe temporary security
fence equivalent to the existing security fencing to comply with Dallas Water Utility requirements. This change order includes the construction and removal of 450 linear feet oftemporary
security fence and will result in an increase to the contract of$8,509.00. The change order will result in zero (0) days time extension to the contract. HNTB 􀁃􀁯􀁲􀁰􀁾􀁲􀁡􀁴􀁩􀁯􀁮 Guy
Van Baulen, EIT
.r TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NUMBER: 02 1. CONTRACTOR: Archer Western Contractors, Ltd. 2 Change Order Work Limits: Sta. __-...;.1_+25
_10 Sta. 84+15 3. Describe the work being revised: Several item of work were requests by the Town of Addison for public notic:ification and modification for future developement. Other
items are related to underground utility conflict and unforeseen site condition: See attached reason sheet. 4. Work to be performed in accordance with Items: See attached Tables 5. New
or revised plan sheet(s) are attached and numbered: SW-3 to 8, SW14 to 16 & 29; IR-{)1 & 09; RT-3 6. New general notes to the contract are attached: o Yes li1I No 7. New Special Provisions
to 􀁦􀁴􀁥􀁭􀁾No.􀁾Special Specification Item􀁾are attached. Each signatory hereby warrants that each has the authority to execute this Change Order (CO). $17,548.18 N/A Days added on
this CO: Amount added by this change order. Time Ext. #: The following fnfonnation must be provided /' 􀀭􀁾􀀺􀀺􀀺􀀺􀀺􀀢􀀢􀀧􀀭􀀧􀀺􀀽􀀭􀀽􀀭􀁬􀀺􀀭􀀭􀀭􀀭􀀭􀀺􀀭􀀺􀁾􀁁􀀭􀀭􀀭􀀭􀀫􀀺􀀺􀀺􀀭􀀫􀁾􀀧
ft-N J 􀁖􀁊􀁊􀁾 fl\Jft-r 􀁍􀁉􀁷􀁾 By TypedlPrinted Name TypedlPrinted Trtle The conlracltr mU3t3ign the Change Order and. by doing 30. ag"lle.J to waive any and all claim3 for additional
compsn3ation due to any and all other expen3es; additional changes fry time. overhead and profit or loss of compensation as a T'e3ult of ttli3 etI8Jlge. Project Manager Date Town of
Addison o APPROVED Asst. Public Worl<s Director Date Town of Addison e:rAPPROVED Asst. City Engineer
TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NO. 02 TABLE A: Force Account Work and Materials Placed Into Stock I 􀁉􀁾􀂷 I HOORLY I I]􀁾􀁒􀁌􀁙􀁁􀁁􀁔􀁅􀁉
TABLE 8: Conlractllems ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CIIANGE ORDER PREVIOUSLY REVISED ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST
OVERRUW UNDERRUN 1202 Pumll StaUon Connection and Future Irrigation system EA $1,912.45 0.00 $0.00 1.00 1.00 51,912.45 $1,912045 Irrigation Controller 'A' comlliete, 1203 Relocate of
Comfort Suite Irrigation System LS $3,489.71 0.00 $0.00 1.00 1.00 $3,488.71 $3,48B.71 1204 Jab Sign ·Pardon Us" 2ft x 3ft size EA $139.29 0.00 $0.00 2.00 2.00 $278.58 $278.58 1205 Concrete
S1abllzed Sand For TXU Conduit LS $7,841.51 0.00 $0.00 1.00 1.00 $7.841.51 $7,8.41.51 1206 8" Resllante Gate Valve w/box and stack LS $937.94 0.00 $0.00 1.00 1.00 $937.94 $937.84 1207
Encasement of Steel Casing on SanltalY Sewer LS $3,750.95 0.00 $0.00 1.00 1.00 $3.750.95 53,750.95 120B Tnemenc Paint of Steel Arches LS $18.788.37 0.00 $0.00 1.00 1.00 $1B,788.37 $18,788.37
1209 Handhale Acc..s In Stringer EA $668.61 0.00 $0.00 4.00 4.00 $2,674044 $2,6R4-4 1210 3D" Oasket Reinforced Concrete Pille LF $94.4-4 0.00 $0.00 21B.00 21B.00 $20,587.92 $20,587.92
1211 24" Gasket Reinforced Concrete Pipe LF $76.04 0.00 $0.00 524.00 524.00 539,84U8 $39,844,96 1212 21" Gasket Reinforced Concrete Pipe LF $70.33 0.00 $0.00 231.00 231.00 $16,248.23
$16,248.23 1213 Restocking & Shipping LS 52,528.85 0.00 $0.00 1.00 1.00 $2,528.85 $2,528.85 1214 12" Rullante Glte Valve wlbox and slack EA $1,600.00 0.00 $0.00 2.00 2.00 $3,200.00 $3,200.00
1215 Relocate Pump Slallan 2" Water Service LS $1,485.02 0.00 $0.00 1.00 1.00 $1.485.02 $1,485.02 1218 Lowering of Exlsllng12" Water Main complete LF $162.07 0.00 $0.00 70.00 70.00 $11,344.90
$11,344.90 1217 Portable Changeeble Messaae Board Dallv $135.00 0.00 $0.00 230.00 230.00 $31,050.00 $31,050.00 1218 12" 18 GaGe CMP Slat Drain wlCurb & Gutter LF $184.00 0.00 $0.00 200.00
200.00 $36,800.00 $3&,800.00 1219 12" 18 Gillie eMP LF 685.21 0.00 $0.00 104.00 104.00 $8,861.84 $8,881.84 1220 Dirt Mounds aver TXU Conduit Backfill & Gradlna LS $1,376.57 0.00 $0.00
1.00 1.00 $1,376.57 $t,376.57 1221 Lateral Tie-In to Reinforced Box Culvert EA $1,246.98 0.00 $0.00 2.00 2.00 $2,493.96 $2,493.$8 1222 furnish and place 6"thlck r.lnfarced Cane. Pavement
SY $28.16 0.00 $0.00 8,500.00 5,500.00 $154,825.00 $154,825.00 109 Fumlsh and place 10"thlck reinforced Cane. Pavement Sy $31.94 29,400.00 $939,038.00 -5,470.00 23,930.00 $784.324.20
1$174,711.80 145 Structural Exeevltlon CY $4.00 463.00 $1,852.00 844.00 1,307.00 $5,228.00 $3,378.00 155 Furlnsh and Install Concrete Rallroad Crossing LF $371.00 380.00 $140,980.00
-380.00 0.00 $0.00 1$140,980.00 238 21" Reinforced Concrete Storm Sewer Pipe LF $51.16 914.00 $46,760.24 -218.00 898.00 $35,807.36 1$11,152.88 239 24" Reinforced Concrete Storm Sewer
Ploe LF $57.05 925.00 $52,771.25 -524.00 401.00 $22,877.05 ($29,894.20 240 30" ReInforced Concrete Starnl Sewer Pipe LF $69.19 583.00 $40,337.77 -231.00 352.00 $24,354.88 ($15,982.89
260 8"Relnfarced Concrete Parking Lot sawcutlremavall SY $73.67 45.00 $3,315.15 225.00 270.00 $19,890.90 $16,575.75 replacement at pump station 0.00 0.00 TOTALS $ 1,225,082.41 $1,242600.59
$17,548.18
TABlE B: Contract llems (Continued) TOWN OF ADDISON. TEXAS ARAPAHO ROAD -PHASE III Project No. 04-22 CHANGE ORDER NO. 02 ORIO/HAL CONTRACT + CHANOE REVISED CONTRACT CHAt.OE PREVIOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUN! UNDERRUN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Tha "Totals" from Tabl. B of the previous work shllt: $ 1,225.052.41
$1,242.600.59 $17.5.ta.IU TOTALS $1,225,052.41 $1 242,600.59 117,548.18
Arapaho Road -Phase III Project No. Change Order No.2 Reason for Change This change order will increase work by twenty-one new contract work items, the reduction in quantity of 5 original
bid items and the increase in quantity of two original bid items. The change order will result in zero (0) days time extension to the contract. Item 1202 -Pump Station Connection and
Future Irrigation system: Re-routing of existing irrigation at the pump station and tying e:cisting irrigation system to the new controller relocated at the pump station. Install 13
extra 14ga.wires and communication cable from the new controller location to the south side of Arapaho Rd for future expansion as requested by the Town of Addison. Item 1203 -Relocate
of Comfort Suite Irrigation System: Relocating the existing irrigation system along the south side of Arapaho Rd between stations 70+50 to 73+00. System was found to be under the future
sidewalk and within the contract ROW. Item 1204 -Job Signs: At the Town's request, furnish and install "Pardon Us" signs to be installed facing the hotels/motels for the customers. Item
1205 & 1220 -Concrete Stabilized Sand Backfill ofTIU Conduit Furnishing material, backfIlling and grading of the new TIU conduit for the electrical services along Arapaho Rd. .Material
and work to be perfonned to satisfy required clearance requirement placed after original design. Item 1206 -8" Resilante Bate Valve w/box and stack: The furnishing and installation ofan
additional S"gate valve to eliminate the inconvience to the adjacent stores and restauran13, during the relocation and lowering of the S" water main and fIre hydrant. Item 1207 -Encasement
of Steel Casing on Sanitary Sewer. Furnish and place flowable backfill around the sanitary sewer steel casing to provide 100% backfill and protection of the steel casing fonn corrosion
caused by electrolysis. -Item120S -Tnemenc Paint for Steel Arches: The Town of Addison agreement to have the contractor furnish and apply the a Tnemenc paint for the steel arches to
prevent fading of the color "Frank Blue" and correct the spec. finish requirement for the structural steel. Item 1209 -Handhole Access in Stringer: Upon request of the Town ofAddison,
to provide a hand hole access to the inside of the structural stinger for future use.
Item 1210 to 1213 -21 in., 24 in. & 30 in. Gasket Reinforced Concrete Pipe: Furnishing and installing ofgasket reinforced concrete pipe in place of standard reinforced concrete pipe
between the station 0+68 to 6+00 to prevent the infiltration ofground water into Line 'C' storm sewer. Reduction to existing bid items of related size will be required. Item 1214 to
1216 Lowering of 12" Water Main and Valves: These three items are required to perform the lowering of the e.xisting 12" water main, so both Line A and B storm sewer can cross over at
Surveyor Blvd. The conflict between the storm sewer and water rruUn was an unforeseen conflict which was not deteetible from provide information during the design. Item 1217-Portable
Changeable Message Board Signs: At the Town of Addison's request, the contractor is to furnish and instill "Advance Warning Message Board" signs to warn approaching traffic of the upcoming
changes of the traffic pattern for Midway Rd. for the instillation of the bridge and utility crossings. crossings. Item 1218, 1219 & 1221 -12" Corrugate Metal Piping and Drainage System:
These three items are required to provide drainage to the existing properties along the MSE wall that is along the ROW. Because the e.'risting ground had a flat grade with little slope,
this addition drainage was added to prevent water form ponding on the adjacent properties. Item 1222 -Furnish & Place 6"thick reinforced Concrete Pavement This item is created to have
all parking lot change the concrete pavement to a standard thickness of 6". This will reduce the existing bid item 109 quantity of the 10" concrete pavement. Item 109 -Furnish & Place
10"thick reinforced Concrete Pavement Reducing the e.xisting bid item quantity and reinstating the quantity amount under a new work item 1222 with a reduced price. Item 145 -Structural
E:{cavation: This item is to be increase in quantity by the amount of the Structural wall #3 under the change dimension for MSE #3 during shop drawing review. Item 155 -Furnish & Install
Concrete Railroad Crossing: This item is to be deleted, at time of bid Addendum requiring all railroad items to be zero dollars/$0.00 at bid time. This bid item was missed under this
addendum is to be deleted. Item 238, 239 & 240 -Reinforced Concrete Storm Sewer Pipe: These three bid items original to be installed between stations 0+68 to 6+00 on the Line 'C' Storm
Sewer system at the brickyard are to be reduced in quantity. Item 260 -8" Reinforced Concrete Parking Lot At the Town of Addison's Request. To remove the entire parking lot and replace
with new under this original bid item. This is to eliminate the look of patchwork of the existing parking lot. HNTB Corporation Guy Van Baulen, EfT
􀁾􀀱􀁬􀀮􀀧 >-vi'I-'" Archer Western Contractors June 2,2005 HNTB 5910 W Plano Parkway Suite 200 Plano, Texas 75093 Attn: Mr. Guy Van-Baulen RE: Town of Addison Arapaho Road Phase III
Project No. 04-22 Change Orders 2 & 3 Dear Guy: 􀁗􀁾􀁀􀂧􀁄 ( JUN 0 3 2005 HNTB CORPORATION DALLAS. TEXAS Letter: HNTB -46 Attached are the signed change orders #2 &#3, from the Town
of Addison Arapaho Road Project. The unit prices for items 1210, 1211, 1212, &1213 are in error. The items should have the following unit prices: $96.33, $77.56, $71.74, and $2579.43
respectively. The revised unit prices include compensation for bonds and insurance that was not included in the current prices. Item #1205 "Concrete Stabilized Sand for TXU Conduit"
did not include a time extension of 23 days as reflected in our fetter dated 9/9/04. Please make these adjustments to change order #2. If you require additional information, please contact
Andrew at our field office. Sincerely, 􀁾 \ _ Ben 􀁾􀀲􀁾􀀭􀁟􀀭􀀭􀀮􀀮􀀭 Project Manager XC: Andrew Schneemann Don Good File 2121 Avenue J, Suite 103 Arlington, Texas 76006 Phone: 817.640.3898
Fax: 817.640.8734 A Member of The Walsh Group An Equal Opportunity Employer
TOWN OF-ADDISON, TEXAS ARAPAHO ROAD· PHASE III Pl:()ject 􀁎􀀮􀁾􀀮 􀀰􀀴􀀭􀁑􀁾􀀲􀀮 CHANGE ORDER NUMBER: 4 1. CONTRACTOR: Archer western Contractors 2. Change Order Work Limits: Bfa. 34+07·
to Sfa. 87+88 3. Describe the work beina revisect see Attached Reaaon Sheet , ..----'--".,----. :--4. Work to 􀁾􀀮􀁾􀀮 􀁩􀁮􀁾􀀮􀁶􀁦􀁦􀁬􀁨􀀮􀁬􀁢􀀡􀁲􀁮􀁳􀀺 See attached Tables 5. New or
revised f)lan 8heet(s) are attached and numbered: SW-17, SW-24, Ir.Qt, SGT-HB03A, MBGF..Q3A 6. New general notB8 to the contract are attached: a Yes IiiI No r. New Special Provisions
to Ite N/A No. NlA, Special Specification Item􀁾are attached. Each signatory hereby WSl11lnts that each has the authority to execute this Change Order (CO). Date Town of Addison [J APPROVED.
ABet. Pubic Work DIrE!¢or TypedJPrintBd Title 88 '1/Z7/0') 􀁾 $H,ReU4 Time Ext. f#: -L-Days added on this CO: Amount added by this change order: The conltaclor mila' sign the Change
Order and, bydoing 110,􀁾to WSMt ny andallclaif1lll for 8dditionalcomp6nlla6on dll9to any800all any800all other ; arkIitional Changell for time, 0VfIrlIeacI and profit a IoSII ct panaation
as 8 f8$ult ctthis change. 􀀺􀀺􀁅􀁾􀀳􀁾􀁊􀁾 TypedlPrintBd Name 􀁾􀀭􀀲􀁮􀁯􀁊􀁾􀁲􀀧 􀀨􀁶􀁜􀁾 Town of Addison Cl APPROVED A8lIt. City EngIneer
TABLE A: Force Account Work and Materials Placed into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III . Project No. 04-022 CHANGE ORDER NO. 4 LABOR HOURLY HOURLY RATE TABLE B: Contract
Items ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVIOUSLY REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUN! UNDERRUN
1224 Relocatin!! Fence at Stora!!e Facllitv LS $554.76 $0.00 1.00 1.00 $554.76 $554.76 1225 9x5 Box Culvert Modification-Gas&SBCMaln LS $3,202.48 $0.00 1.00 1.00 $3,202.48 $3,202.48
1226 Paint System for T4 Railin!! LS $18,351.45 $0.00 1.00 1.00 $18,351.45 $18,351.45 1227 Paint System for Pedestrian Railing LS $11,113.89 $0.00 1.00 1.00 $11,113.89 $11,113.89 1228
Comfort Suite -Irrigation Systemalon!! ROW LS $3,577.65 $0.00 1.00 1.00 $3,577.65 $3,577.65 1229 Closing Opennlng in Exist Box Culvert LS $551.65 $0.00 1.00 1.00 $551.65 $551.65 1230
10x6 Box Culvert Modlfication-5anltary Sewer LS $4,315.26 $0.00 1.00 1.00 $4,315.26 $4,315.26 1231 Furnish & Install SGT/81-HB03A TXDOT Type EA $2,806.41 $0.00 2.00 2.00 $5,612.82 $5,612.82
1232 New Lateral C-3A Tie-in LS $524.36 $0.00 1.00 1.00 $524.36 $524.36 1233 Pollee Escort U-Beam Delivery LS $672.00 $0.00 1.00 1.00 $672.00 $672.00 1234 Pedestrian Rail PennantMaterial
Cost LS $3,075.61 $0.00 1.00 1.00 $3,075.61 $3,075.61 1235 Traffic Signal Foundation T·1 & T-4ChanAes LS $1,524.90 $0.00 1.00 1.00 $1,524.90 $1,524.90 1236 Furnish & Install MBGF Inlet
POSts EA $136.07 $0.00 3.00 3.00 $408.21 $408.21 1237 TXU Power Lines @.Mldway LS $25,400.00 $0.00 1.00 1.00 $25,400.00 $25,400.00 TOTALS $ -$78,885.04 $78,885.04
TABLE B: Contract Items (Continued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04-022 CHANGE ORDER NO. 4 ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVIOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN 151 Furnish & Install single Guardrail Tenninal LF $32.83 150.00
$4,924.50 -150.00 0.00 $0.00 ($4,924.50 TxDOT ItemSGT(81-3A 224 8ft recessed curb Inlet EA $1,750.00 7.00 $12,250.00 2.00 9.00 $15,750.00 $3,500.00 228 2 -Grate Inlet EA $2,300.00 4.00
$9,200.00 7.00 11.00 $25,300.00 $16,100.00 322 LillhtinllControl Cabinet EA $6;000.00 3.00 $18,000.00 1.00 4.00 $24,000.00 $6,000.00 The "Totals" from Table B of the previous work sheet:
$ . $78,885.04 $78,885.04 TOTALS $44,374.50 $143,935.04 $99,560.54
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.4 Reason for Change This change order will increase work by thirteen new contract work items,
the reduction in quantity of one original bid items and the increase in quantity of 3 original bid items. The change order will result in twenty (20) days time extension to the contract.
Item 151-SGT (8)-03A Single Guardrail System (Related PCO #46): History ofwhy the change order occurred -Deletion of the original bid item, which is replaced by the new Item 1231. Impact
to the contract amount -A credit amount of $4,924.50 to the base contract. Impact to the project schedule -The project calendar day total is not affected. Item 224 -8-foot recessed Inlet
(Related to PCO #48): Contractor was instructed to provide an additional 8-foot recessed inlet to be compensated under the existing contract bid item unit price. History of why the change
order occurred -The 8-foot standard inlet was relocated to station 44+85 to eliminate a conflict with the required T4 rail and reduce the impact of the construction on the adjacent property
owner. To eliminate these conditions the inlet was installed at the end of the T4 Rail. Impact to the contract amount -A total dollar amount of $1,750.00 is approved. Impact to the project
schedule -The project calendar day total is not affected. Item 228 -2-Grate Inlet: The contractor was asked to provide additional 2-Grate Inlets, which would be compensated under the
existing contract bid item unit price. History of why the change order occurred -After the start of the construction, it was observed that storm water runoff from adjacent properties
would be trapped or have an excessive sheet flow. Due to these conditions, several areas were redesign to collect the storm water runoff into the future box culverts. 10f7
Impact to the contract amount -A total dollar amount of $16,100.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 322 -Lighting Control
Center: Contractor was requested to provide one additional lighting control center, which will be compensated under the existing contract bid item unit price. History ofwhy the change
order occurred -The Town of Addison requested the additional lighting control center be installed to separate the pedestrian and street lighting systems from being controlled by one
cabinet and meter. Impact to the contract amount -A total dollar amount of $6,000.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item
1224 -Relocate Fence at Storage Facility (PCO #14): History of why the change order occurred -Existing fire hydrant needed to be relocated per construction plans. The temporary security
fence constructed along the Watson-Taylor storage facility had to be relocated in order to relocate the fIre hydrant. Impact to the contract amount -The dollar amount of $554.76 is approved.
Impact to the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1225 -9x5 Box Culvert Modification-conflict
with existing Gas & SBC services (PCO # 19): Contractor claims a sixteen day delay in being able to lay box culverts A & B due to a conflict with an existing gas line and an SBC ductbank.
Contractor also claims $3,202.48 for additional costs incurred. History ofwhy the change order occurred -During the installation of the storm sewer box culvert a conflict developed with
and existing main and an abandoned SBC ductbank. A new design was developed in order to incorporate the gas line encasement into the bottom slab of the storm sewer box culvert. This
work directly impacted the critical path of the project. Impact to the contract amount -The dollar amount of $3202.48 is approved. Impact to the project schedule -The project calendar
days will be extended sixteen days. 2of7
Item 1226 -Paint System for the T4 Railing (PCO #24): Contractor was asked to change to a more durable paint system, more suitable for steel application. History ofwhy the change order
occurred -Initial paint specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications and expected performance with the contractor and his paint
subconsultant it was determined that a Carboline acrylic paint system was more a<;lvantageous to the pedestrian rail. Impact to the contract amount -The dollar amount of $18,351.45 is
approved. Impact to the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1227 -Paint System for the
Pedestrian Railing (PCO #24): Contractor was asked to change to a more durable paint system, more suitable for steel application. History ofwhy the change order occurred -Initial paint
specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications specifications and expected performance with the contractor and his paint subconsultant
it was determined that a Carboline acrylic paint system was more advantageous to the pedestrian rail. Impact to the contract amount -The dollar amount of $11,113.89 is approved. Impact
to the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1228 -Comfort Suite -Irrigation System in
along ROW (PCO #30): Contractor claims $3,577.65 for additional costs incurred to add 3 additional irrigation zones. History ofwhy the change order occurred -During design of the project
this area was not designed to have irrigation due to existing irrigation coverage. During construction it was noted that the irrigation system in place was owned by a private land owner.
The Town made the decision to cover this area with irrigation within their own right ofway limits Impact to the contract amount -The dollar amount of $3,577.65 is approved. Impact to
the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. 30f7
Item 1229 -Closing Existing Opening in Box Culvert (PCO #41): Contractor claims a one day delay in closing the opening in the existing Box Culvert. Contractor also claims $551.65 for
additional costs incurred. History of why the change order occurred -During the construction of the new storm sewer box culvert lines A & B, the existing box culvert line B was found
to have two abandoned pipes connected to the culvert which had to be removed to construct line A. The opening created by the removal of the abandoned pipe from the existing box culvert
had to be sealed. Impact to the contract amount -The dollar amount of $551.65 is approved. Impact to the project schedule -The contractor has claimed one additional day for this work.
This work did not affect the critical path of the project. The project calendar day total is not affected. Item 1230 -10x6 Box Culvert Modification-conflict with existing Sanitary Sewer
(PCO #42): Contractor claims a two day delay in being able to lay box culverts A & B due to a conflict with an existing sanitary sewer at Surveyor Blvd. Contractor also claims $4,315.26
for additional costs incurred. History ofwhy the change order occurred -During the installation of the storm sewer box culvert, a conflict developed with an existing sanitary sewer.
A new design was developed in order to incorporate the sanitary sewer encasement into the bottom slab of the storm sewer box culvert. Impact to the contract amount -The dollar amount
of $4,315.26 is approved. Impact to the project schedule -The contractor has claimed two additional days for this work. This work did not affect the critical path of the proj"ect. The
project calendar day total is not affected. Item 1231-SGT (8) HB-03A Single Guardrail System (PCO #46): Contractor was asked to provide the single guardrail system utilizing a steel
post application. Contractor provided a new price per each installation. History of why the change order occurred -During the submittal process it was discovered that there was a conflict
between the bid item description and the notation on the contract plans. The contractor was requested to provide a price for the installation of a single guardrail system utilizing a
steel post application. Impact to the contract amount -A total dollar amount of $5,612.82 is approved. Impact to the project schedule -The project calendar day total is not affected.
40£7
Item 1232 -Tie-in of new lateral C-3A (PCO #48): Contractor was requested to provide a cost proposal for the addition of an inlet and all related work along the south side of the East
bound traffic lanes at station 80+76.88. History ofwhy the change order occurred -The roadway alignment across the existing railroad track had to be redesigned due to DGN&O railroad
changes to the elevation of the existing rail grade crossing after construction began. Since the designed drainage system had been installed prior to the changes, the new inlet would
have to be installed at the new low point along the future roadway.Impact to the contract amount -A total dollar amount of $524.36 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 1233 -Police Escort
for V-Beam Delivery (PCO #50): Contractor was requested have the delivery of the bridge U-beams at night. lbis required the contractor to have a police escort through intersections within
the Dallas City Limits. History of why the change order occurred -The contractor original schedule of the delivery of the U54-beams was during day light hours. At the request of the
Town of Addison, the first delivery was re-scheduled to after midnight. This created a safety issue of moving the large beams at night through the street intersections. The Dallas police
was contracted to provide safe passage through the intersections within their jurisdiction. Impact to the contract amount -A total dollar amount of $672.00 is approved. Impact to the
project schedule -The project calendar day total is not affected. Item 1234 -Pedestrian Rail Pennant Material (PCO #51): Contractor claims $3,075.61 for additional costs incurred to
change the original gauge steel for the pennant application to the pedestrian. lbis change was determined during the shop drawing submittal procedure. History of why the change order
occurred -After several discussion between the railing manufacture and designer, it was decided to increase the gage thickness to provide a better wieldable steel to prevent buckling
and warping that might occur during the attachment of the pennant steel to the railing, while still providing a strong attachment and cleaner look to the surface of the pedestrian railing.
Impact to the contract amount -A total dollar amount of $3,075.61 is approved. Impact to the project schedule -The project calendar day total is not affected. 50f7
Item 1235 -Traffic Signal Foundation Changes (PCa #57): Contractor was requested to provide a cost proposal to change the size of two traffic signal foundations. History of why the change
order occurred -The change in the size of the two traffic signal foundations occurred due to the as-built condition of the existing traffic signal anchor bolt pattern being different
than what was expected in the plans. The differing anchor bolt pattern was in conflict with newer standards that exist for the required size of the foundation in relationship to anchor
bolt pattern dimension. Impact to the contract amount -A dollar amount of $1,524.90 is approved. Impact to the project schedule -The project calendar day total is not affected. Item
1236 -MBGF Inlet Posts (PCa #46): Contractor was requested provide a unit price to provide an inlet mounted guardrail fence post. History ofwhy the change order occurred -The 8-foot
standard inlet was relocated to station 44+85 to eliminate a conflict with the required T4 rail and reduce the impact of the construction on the adjacent property owner. To eliminate
these conditions the inlet was installed at the end of the T4 Rail. Impact to the contract amount -A total dollar amount of $408.21 is approved. Impact to the project schedule -The project
calendar day total is not affected. Item 1237 -TXU Power Lines @Midway (PC-#5043): Contractor claims a seventy-five day delay for being unable to install the box culvert across Midway
Road and beginning Span 9 work with the existing overhead power line. Contractor also claims $30,090.00 for additional costs incurred. History of why the change order occurred -Archer
Western Contractor was request to stop work, allowing the TXU contractor to perform the required work to remove the over head power line. Upon, the stopping and starting of work at Midway
Road it was determined that Archer Western Contractor had encounter delays due to the overhead power lines. Impact to the contract amount -A total dollar amount of $25,400.00 is approved.
Impact to to the project schedule -The seventy -five day portion of the claim was reduced to sixty days base on the critical path and the review of the actual stops and starts of work.
6of7
PCO #6 -Oncor Redesign of Conduit Crossing Item 1202 -Contractor claims a fourteen day delay in being able to lay box culverts A & B due to TXU electrical conduit being altered for clearance
requirements set by DWU and TXD. Contractor claims ten day delay between 08/30/04 and 09/09/04. Contractor also claims a four day delay for laying the box in reverse. History of why
the change order occurred -After the project was bid, TXU Electric notified HNTB of a requirement to have a minimum cover of three foot cover over the electrical conduit. During the
construction of the conduits we were informed by DWU they needed five foot of clearance between their top of pipe and the electrical conduit. Impact to the contract amount -The dollar
amount of 7,841.51 was approved on change order # 2. Impact to the project schedule -The ten day portion of the claim is reduced to six days base on the critical path not being exceeded
as referenced in a letter from HNTB to Archer Western Contractors, Ltd. dated June 3, 2005 and also allowing Archer Western compensation to excel the schedule. The four day claim to
install the box culvert in reverse is agreed to. The project calendar days will be extended a total of ten days. HNTB Corporation Guy Van Baulen 7of7
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.1: 􀁾􀁾 􀁾􀁾 h ..' l! .. .. ; 􀁾􀁉 􀁾􀁾 }o !; 􀁓􀁾 ta 8 I ia 1;.. :;8 ;la 􀁮􀁾 􀁾; Ie! 􀁾􀁾 =r; 􀁾􀁕 􀁾􀁮 􀁾􀁾􀁾 􀁾 ?it 􀀺􀁾 􀁾􀁾􀀾􀀡 􀁾􀀬 >! . i .􀁾.􀁾 I SS , S8 I 􀁕􀁾 iII 􀁾􀁾􀁾
!iIi 650 645 640 635 610 ;le 􀁾 ! 􀁾 􀁾􀁾 􀁾 􀁾􀁾 ; 􀁾 : Iii! 001 􀁾􀀻􀀬 􀀵􀁾 , . ;; 􀁾􀀻􀀻 ;; 􀁾􀁾 􀁾 ; ; <<:' 􀁾􀁲􀀮 < <:: 􀀼􀀺􀀺􀁾 <:: :::<! ::: 􀁾 􀁉􀁾 ur.􀁾 0+00 0+00 0+00 0+00
􀁾 Texas Department of Transportation I DesIgn OM"M (Roadway) SINGLE GUARDRAIL TERMINAL (SKT 350) (HINGED BREAKAWAY STEEL POST) SGTCS)HB-03A ITEW NO, QTY 81lL OF YATERIALS SJOoo I IMPACT
HEAD SlJ05 I W-BEAW GUARDRAIL END SECTION -12 GA•• 25' G1205 I W-BEA... GUARDRAIL -12 GA•• 25' HPIA I FIRST POST ASSEMBLY TOP. 2'-4 ;a'" HPIS I FIRST POST ASSEMBLY BOTTOt.l, 6'-0-HP2A
I SECOND POST ASSEt.l8LY TOP, 2' -5 %-HP2B I SECOND POST ASS8oI8LY BOTTCJ.I. 6' -0-HP3A 6 BREAKAWAY LINE POST TOP. 2' -6 1/4 -HPJ8 6 8REA"'AWAY LINE POST BOTTcu, J' -5 IJz" E750 I BEARING
PLATE S760 I CABLE ANCHOR BOX E770 I 8CT CABLE ANCHOR ASS8oI8LY 5785 I GROUND STRUT P616 6 ROUTED TU..BER 8LOCKOUT OR RECYCLED EQUIV. HARDWARE 8580122 17 5/S-Dia. x I 1/4-SPLICE BOLT.
POST -2 85S0904A I SIS-Dia. x 9-HEX BOLT GRD 5 85S0204A 2. SIS-Dia. x 2-HEX BOLT GRD S B5SI002 6 SIB" Dia. x 10-H.G.R. BOLT (POSTS J THRU 8) NOSS 2" SIS" Oia. HEx NUT (FIRST POST I,
POSTS 2 THRU S, 2S1 NOSa 23 SIS-Oia. H.G.R. HUT (SPLICE 16, POSTS 2 THRU Sf n 1050 65 H. G. R. WASHER (FIRST POST 2, POST BOLTS 7, POST BASE 56) NIOO 2 I '" ANCHOR CABLE HEX NUT WIOO
2 I-ANCHOR CABLE WASHER 8140404 2 1/4-x 4-HEX BOLT NOI4 2 1/4" HEX HUT 1014 , 1/4-WASHER 5B5SA • CABLE ANCHOR BOX SHOlR,OER BOlT N055A • 1/2-A325 STRUCTURAL NUT 1050A 16 I 1/16-DO X
9/16-10 A325 STR. WASHER E3151 1 OBJECT ),(ARKER 18580204AI 􀁾􀁬􀁷􀁯􀀵􀀰􀀮􀀨􀀲􀁊􀁉 􀁾 Ii GENERAL NOTES I. All bolts, nuts coble ossembl ies. coble anchors, steel tubes & beorinQ plates
sholl be Qolvonized. 2. If the seT system ITIJst be placed on 0 radius, the minilTUTl radius is 150 feet. 3. For non-curb installations, the U8GF wi II be flared ot 0 rote of 25:1 over
the first 50 foot of the system to prevent the terminal head from encroochino on the shoulder. The flore may be decreased or el iminoted for specific installations if directed by the
EnQineer. A 25:1 flore rote wi II be used ot curb sections, beQinninQ ot post nunber 5 and endino ot post nUTber one. 4. The lower sections of the post sholl not protrude more than 4
inches above oroUld. Site QrodinQ may be necessary to meet thi S reQUirement. 4. The lower section of Post -1 shauld not be driven with the upper post attached. If the post is placed
in a dri lied hole, the backfi II material ITIJst be sotisfactori Iy CClfl'l)acted to prevent settlement. 5. When rock excavation is encountered, a 12 inch dianeter post hole, 20 inches
into the rack may be used if approved by the EnQineer. Granular material wi II be placed in the bottom of the hole approximately 2 Y2 inches deep to provide drainaQe. The steel tube
sleeves wi 11 be field cut to not less than 20 inches in lenQth. placed in the hole and backfi lied with adequately cClfl'l)acted moteriol excavated from the he I e. 6. The breakaway
cable asserrbly ITIJst be'taut_ A rackino device, (vice orlps ar channel lock pi iers) should be used to prevent the cable from twistinQ when tiQhteninQ the nuts. 7. For curb installations,
the steel posts shall be installed at the proper Qround elevotian behind the curb. The posts wi II then require field dri II ino new holes to occorrrrodote the roi I to post connec"tion
bolt to maintain the proper heiQht of the rai I above the outter pan_ The excess pos"t I enoth above the ra i I wi I I be removed if directed by the Eno i neer. 8. An abject marker shall
be installed on the front of the impact head as detoi led on O&OM(VIA). 9. A spec i a lsi te eva I uot i on show I d be cans j dered. pr i ar to us i no th i s end treatment where there
is less than 25 feet between the outlet side af the end treotn-ent and any adjacent drivinQ lone. FRONT VIEW Ii n n I Iposts 1 8 Oval shlClr. button I head %U x 1 1/4" I I spHce bOltslB5B0122111
I 􀁉􀀦􀁮􀁵􀁴􀁳􀁾 qqqqqq-u,, 6' -3" TOP viEw II Notel All post COlYi8Ctlons uti I ize hex nuts. IMPACT HEAD CONNECTION DETAIL , qq--,,---,-q--,uoI SIDE VIEW POST CONNECTION DETAIL >Typical
at post (j) thru ® 6' -3" SiDE VIEW 25' at 2511 Flcr. rat. ::1 lsee General NOte 21 n n POST -I CONNECTION DETAILS I End payment for SGT installotion(EA) beoin payment for standard meta
I beom Quord fence (f04BGF) (IF) I B Oval shldr. button I I 􀁉􀁾􀁤 %"x 1 1/4" IIIsPHce bOltslB5B01221 II 􀀦􀁮􀁵􀁴􀁳􀁾 I ® ® ! 6' -3" ! 􀁾􀀭􀀮 DETAIL A : : 􀁐􀁉􀁏􀀺􀁥􀁭􀀮􀁮􀁴􀁾􀁉􀁑􀁃􀁑􀁴􀁬􀁡􀁮􀁡
N 􀁾 C>!i!i 7 n n """"of. Ra"􀁾 2511 Stl"alet1t Tao-r 0 ann n n n n 􀁾 25:1 StraiQht Tooer 6' -3" ELEVATION See General Note 2 for flare aptian at non-curb installations. [ I oI SECTION
B-B ot post ® thru ® 6' -3" to post 1 &5 6' -3" tlf1 􀁾􀁉􀁲􀁮􀀢􀀯􀀢􀁏 ,_ Hole BEARING PLATE IE150 I ®I Coble ASSerrDlyIE770! I UBGF Ienoth of need . 1\ GrO<Sldllne 􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀽􀀧􀀭􀀭􀀭􀀧􀀭􀀽�
�􀀢􀀭􀀧􀀭􀀭􀀺􀀺􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀺􀀽􀀺􀀺􀀽􀀭􀀭􀀭􀀭􀁾􀁖􀀧􀀭􀀭􀀭􀀭􀀭􀀭 􀁳􀁴􀁲􀁵􀁴􀁾 Cob I e Anchor Boxl 􀁾􀁾􀀶􀀰 Iwith Shower BOlts, Nuts & Washers 6' -3" SECTION A-A ot post ® TRAFFIC :::
Imo I /11; Cable 'I' Anchor Steel Post :1: Bax[§1§Q] 􀁾􀀭􀀢􀀢􀀢􀀧􀀢 :1: Ground line 􀁾􀁾􀁵􀁴􀁾 􀁾􀁄􀁏 nat 􀁯􀁴􀁾􀁡􀁣􀁨 rai I sr;at8h03a.dQl'l ON. AM CIt. AU D'III BGD C="" AM ©h:DOT
February 2003 rED[R.I. ... IOPIlOJEc=r. DETAIL B Uaual mlnllrun 􀁬􀀩􀀱􀁾prMeat tlt'ldQIt end_ c=oNTAOLSEc=r .108
-: .::::::or;r::"o IlA IL SP\.l CE MBGF-03A 􀁮􀁯􀁯􀁦􀁏􀁊􀁃􀁉􀀮􀁾 C hOOT JI.l.y 􀁉􀁧􀀹􀁾 METAL BEAM GUARD FENCE Ro The .JlIOCt QO&ltion ot lid t.nee IIftGII I)e Q8 "'QWI .....".,.. on
tt1e p1ans er a. dlt"ected by the 􀁦􀁮􀁥􀁴􀁲􀁾 Cucrd t.-te. aha I I be: tronettfaned to a IR'IOOtn connection wi'" net" QUGl"'d 􀁴􀁾 GI'" at"uature "01 J 􀁉􀁾 al 􀁾􀀮􀀬 .IMwl'ler. en
planl. 2. Rall •• ."...,t IhOII InNt all t"equrrenent.o1 AASHTO y .. t&Q exceot aa 1IIOd'f'led 􀀺􀁯􀁲􀀺􀁥􀀧􀀺􀁾􀁏􀀺􀀮􀁉􀁾􀁾􀁴􀀺􀀺􀀺􀀻􀁮􀀺􀁾􀁾􀁴􀁥􀁲􀁡SftGII be at the 10M nat..-1aJ. but
ControctOf" anal I 􀁾􀁉􀁦􀀧􀁹 thot the locotlons ot bolt hoi •• 􀁾􀁴􀁣􀀺􀁮 thoM In tne T..."tnol Corwtetor prier ta ordrrng of mot.. tala. 3. 􀁾􀀺􀀧􀁡􀀦􀁾􀁴􀁲􀁾􀁡􀀺􀀬􀀽􀁾t: 􀁾􀁬􀁉􀁴􀁲􀁊􀁵􀁲􀁡􀀺􀀴􀁉
􀁦􀀺􀀻􀁣􀁾􀁡􀁦􀀺􀁣􀀧􀁉􀁾􀁡􀀺􀀽 􀁾􀁬􀁾􀁾􀁲􀁾 ot be:low er tNnrnd the tace at t1'\e biOCkOU't. RaIl I)Ioced OVer' CUt"bs st'tCIl JDe inStOIIf!c2 110 trIOt the goat bOlt II IOCGte<I ODQr'oxirnat.l)'
21-1nc:he. aao". 􀁴􀁾 outt.,.. pan er r"'OOdWOY .....toc•• ... unl.s. at........1se .-.0"" in me plana, wBGF S'\all be placed 􀁷􀁾􀀢􀀢 tro. face of r"'dll dh"ec:tly ol)Ow the Ihoulder'
edOe' [01'" ca.rbtoc.) .xcept rtr 􀁾􀁴􀀢􀁥􀁃􀁊􀁮 e"H2 t"eattNnts.. !I.. At the oction of tl'1d Cent..OC1'Of', tn...ai I elanent. ter the QUOr"4 tence wry be: t ...."ithed r" aft,...,.
12 1/1 or 25 foot nomlnol lenotha .itn pOet bOlt alots fer cornecttan to DOSta. 6. TI'NI tennlno' anc:nor post ahall De e.t r" CIOS. ·Ii· concrete in (\.rile•• atner.ts. ana... on I)lanl)
in ooccor"(I&rea with It.. "Por'tlQ'\d C........ 􀀽􀁾􀀺􀀻􀁩􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀺􀁾 􀁾􀁾􀁲􀁾􀁬􀁾􀁯􀁾􀁾􀀽􀁾􀁾􀁾􀁴􀁜􀁑 7. An anchCr'" at....... tl'\cs'\ to a t......,1nat onohOt' post Si'all
CO'\&'st at a conn.tctien .h'lllier to tP\,J ..otl Clle. er stlniler to tro. tlr"Tl'lnal cOt'W\eOtOl". 8. COlvonize<f II'O:snrl U4:.a .Ittot thl efQht '" •. SDllee bOlt. a'ld t'I.It.
tnot Gr". 1:lt"'0,,1<Sed tor tl!:l"'ftSh"lQl CON'I'eGtors 􀁾􀁣􀀱􀀯􀀰􀁦􀀢 tl!tf"'l'l'llnol anChOr' DOsts &naIl be 1 􀁾􀀭􀀬􀀮 3·xJs1.·, er , .. 1.4. end 2" a.d. x 0.. 13..... Ut61 Ut61
8.27.2) nor,.ow Type Ii plaIn woen....s. .01. ........41 sal td "ock fa er"ICO$It....e4 er wne"e sno.n 􀁾 1"M I)lona, t .... 􀁤􀁦􀁾􀁴.. ot trte nol•• SI"Iall be aQOI"'ollTmar4>l)' 12
lncn... tN bOCkf' II inQ st'tCIll b• wittt <t coneliont..1 motet'lol. and etrbeonent deQ'th ShOll be I· ..... Of'" lJIOI". os dl,.ectees by m. EnQinHt'. 15. OnldS athllC"wise dl ..ecte<f
by the EnQlnMr'. a cc:wrcotfte mater'fClI QO&1 «14/0' QIOCkaUt tr'CI'II the Dctocrfl'llent COI:lt"'Oved lIlt at eU=llet's may be auc.tlt1JtH tor o pOat a'tG/0f" blQCkout ot stml JGI'"
dtrnenalc:rta. 􀀧􀁔􀁾 Ilat at aPOl"OVH SL.Q2IIer's of pOat. ona blOCkouta wll t b. malnralne4 by t1'le: Conatf"UC1'iQn OI",I.lon. T)lQOT.. 9. Spec.[al tQDr"h:QtIQn .111 I)e ..equl"ees
Qt t"stollatlcna I\Qvino a c:u"'vot..".. at I.all tnon I !1O' "ocSlU4:. 10. Button heed pOst balta CA301t snail De ot sufttclent IlIt\gth to .xtencl 􀁴􀀢􀀬􀀮􀁾 t.,. 1ull thldcnea. of
tne nut end no 1ftOt'4I 􀁴􀁾 r.. · D.II)'anc:I ft. Bu.ttQn neoa IC)llca bOlts '1.3071 Ql"e %•• , , 1/.... with a"'· CIOuble-"e¢*..ed I"LIt. F'ittfnQ. (bolt.... nut, and wo......, tho
I I be In occorck:lnCa with Item. r.r.tol f'0f' S1"ruotUl""e.-. F i ttfno-"'011 Od' .&JOs;(I'4ry. 11. C"awn wi II b. wt dtIr'teCI to OCCQlII'ftaOcttd OJOr"d 􀁴􀁾􀁣􀁥􀀮 12. It (JJGI"'<lr"all
115 DIGced on Q sId. alOQe c:ntay t ..aft tn. DGvenen1" e4Qe, t'ften tne Sloe» ..ote oetween 'I1'\tI eGQe ot the 􀁾􀁴 4t"td the: tdCCII at thd ba""'" wr 11 b. IYIIOH or' fiatt... 13.
Poets aha I I not be set 1ull deeth In CCl"'iC""e1"4>• 3'" "". S I"ts ell1't %"Spllce eo I1". 0l1d washer's 􀁾􀁥􀁑􀁕􀁬􀁾􀁥􀁤 ¥.·x 2 '12 "Lono Poat BOlt Slota -..-..-11<-: 2"-6" SPl.ICE
IICl.T @1 'It· IDOC*" to .t., aDe' ..... DOlt. ). ,..11 to IOOlX'I" tlUtton 00 DOl'. @I}i-fte. bOl,. I.... for ......1"01 OCI"I'WCteri TERUINAL CONNECTOR 1E...I...... C_C10ll I 1'I>e
t...,.l"" , 􀁾􀁴􀁑􀁬􀀢 ftIJ ciao be uHd on 1,,", W8GF'(TL2) t,.an.11ron (SM IolBG' <TL21 Stonckrd SllMtl. or on tn. c:IC:WI.&t,.eon end of 0 CO"'I<:rete "01' located 41.l'r,tde the ncr'iZont<t1
CI ....G"'Ce or".O of "'>l,,,.I"lI 􀁴􀁾􀀢􀁴􀀧􀁬􀀢􀀮 (See 8ED Stcnlord SII"t' , .. 􀁾􀁴􀁯􀀮􀀢􀀧􀀱 pot:t 0"lIS "01' too IDOCIr Bolt r.....lna' 0011 !ll!lO 8l0C!!CU1 TO STEEL posT RETAIL
__l __ ---1f-%;..c=m 􀁾􀀥 􀁾􀁾 ..... '. 􀀮􀁉􀀮􀁾􀀭􀀻 i . , ... 11: n£VAUClII (II __ '1 􀁾 root 􀁾􀀢􀁉􀁌 eJl 'oat ....1_.110) .........'IIICD -' ....1",-.11 ... Gro...o,nd ",'--/1"-or
" . C D"yoo,o _0-_ """"􀁾 ,,:: itt II" --_',I :. . "...:..::::::::==::1, t ....... Of•• I ./4-u10JI lllUt'tan fteOlI SOil. DOlt••1", ". dOIbl...-eNd rut. Not.: Ttli. QC)tf__1 paet ....,11....
fN .,.. 6t 1'N 10 OL t....'rwllt Ol:I'I'eCtOl'" wl'ttl frA' 7'11-hh Dolt. 1.. at"tGcr....nt to tN 􀁾 ClOlIt. WIXlO II.OCICUT 10 MeTAIIGIUIl IIDOO POSl DETAIL 1("1*\ AIlCIlI!I! posT OP!
lOllS --.£,Itt DOlt ftJ)' M \IMd .'ttl QftCIW'. NQ QGlW.tr'UCt10"l lolnt I. QIIQ.-d I .. trill 0lIr'lCIJ"Ctt' ancftOI'". T...lnal ..011 ... De 1101 .... to aoat OW In .,.1.t GOaltfan
orrOl'" 'fo Dlocl"O 􀁾􀁴􀀮 Ql"ICftOr.. It oancr." 􀁾 I. 􀁾􀀮 ................􀁉􀁑􀁥􀀮􀁾 Q& GI ..ecNd 1111 tN 1....1Nr. "'*' DI.... rll'l "'-􀁾􀁉􀀮􀁉􀀢 T£RMJ!W. CONCA£TE AIICl!Cl!! opTI"
»2·-· ...."_..•_• 01'" It· 410. Il"'OoH .1n.1 -"Y 1'-· 4-.. 􀁾....,.. T'/PI CAl. POST ,.........-.. or .1.,..1 ...-II1 I 1_ .J rap of L , •• 􀁾 -,. ,-.'n. • • , 􀁾􀀭 bMIt .. 70· • It
II 􀀺􀁉􀁾 􀀺􀁯􀀧􀀻􀀺􀀧􀁾􀀻􀁬􀁬􀁾􀀺􀁬􀀢􀂷Ti:r 12'· ..-.'n» -c:r • 􀁾 -••• J't-piote DMt to 10" • tIN "'I• ...,. .....1". 􀁾􀁏􀁉􀀧 oddltlGl'lGI "0'" ,.,.. 01'" 􀁾􀁾􀁉􀁾􀁉􀁾􀀺 :: 􀀺􀀽􀀺􀀻􀁡􀁾􀀬􀁾􀁾􀁾􀁉�
�􀀺􀀢􀀮􀁾􀁾􀁾􀀮 .-. r. 1"-Tr...._ n .....'OCINCIUt 􀁟􀁾 It .";.t.tl.I.t.4• ""... 􀁾􀀮 ell.. Mol. 'n PDI1' ...... • r.....» 􀁾􀁟􀀮􀀲. <_.I,t-. [ II n 􀁾 II II 􀁾 nII 􀁾 II 􀁾􀀭􀀭:. ....
t... oI ..t ., ....... O"ltOfClflCllW'
􀀰􀀵􀀯􀀰􀀵􀀯􀀲􀀰􀀰􀁦􀀮􀀰􀀴􀁾􀀧􀀸 PM TOWN Of ADDISON -TOWN HALL 972 450 7043 2/3 SUPPLEMENTAL AGREEMENT This Supplemental Agreement. Number 13, to the AGREEMENT FOR ENGINEERING SERVICES.
dated January 23, 2001 (the Agreement), between Town of Addison (Owner) and HNTB Corporation (Engineer) Is made effective as of the 23rd day of March, 2005 1. Engineer shall perform
the following Services: • See Attachment A 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents)
to Owner: • Additional construction inspection services. 3. Engineer shall perform the Services and deliver the related Documents (if any) according to the following schedule: There
will be no change in the schedule due to the above mentioned item. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the amount of $ 149,874, payable
according to the following terms: Payments will be made based upon the provisions of the original contract, with a corresponding increase in the total contract amount to $1,306,640.
Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. Town of Addison HNTB 􀁃􀁯􀁲􀁰􀁯􀁲􀁾 a (Owner) , (Engineer) ,...
t' /;7/l co \;> \ 􀁜􀀬􀀻􀀮􀁍􀀫􀀮􀁾 􀁾􀁴􀁦 Signature: 􀁾􀁜􀁽􀀮􀀮􀁊􀁾 Signaturej_/...;.I.􀀮􀀺􀀮􀀮􀀮􀀭􀀬􀁾􀁾􀀽􀁾􀁾􀁦􀀭􀁖􀀢􀀧􀀭􀀭􀁟􀀢􀀢􀀢􀀢􀀺􀀢􀀧􀀭__ ! //' I . ", Name: Ron Wbj tebead Name:
Ben amin J. Biller Title: _----:C!o<..Z..i􀁴􀁩􀁯􀀼􀀮􀀢􀁙􀁾􀀢􀀮􀀮􀀮􀁊􀀬􀁍􀀮􀀮􀁌􀁉􀁂􀁩􀁕􀀮􀁮􀁬􀁊􀁩􀁡􀁾􀁧􀁪􀀮􀁬􀁩􀁥..r.. _ Date: 􀁟􀀮􀀮􀀮􀀻􀁁􀀮􀀻􀀬􀁬􀁩􀁰􀀻􀀻􀀮􀀻􀁲􀀺􀀮􀀮􀀺􀁩􀀺􀀮􀀺􀁬􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀺�
�􀁬􀀺􀀮􀀺􀀲􀁾􀀬􀀮􀀮􀀮􀀮􀀮􀀻􀀻􀀻􀀲􀀮􀀽􀀮􀀰􀀮􀀽􀀮􀁏􀀽􀀭􀀵 _ 03123/05 Title: Vice President Date: March 23. 2005Supplmenl13Conlract-Scope 25768·CN-001
TOWN OF ADDISON -TOWN HALL 972 450 7043 3/3 Attachment A Arapaho Road Construction Inspection Original Contract Amount $ 211,060.00 Days bid by Archer·Western 425 Days used as of Feb.
11, 2005 187 Days to completion 238 Weeks to completion 34 Amount Spent as of Feb. 11, 2005 $ 232,514.48 Over Budget Amount $ (21,454.48) Assumptions: 1. After February 11 th, Archer
Western will work for 34 more weeks to complete project. 2. Archer Western will work 6 days a week, 12 hours per day for 30 weeks. 3. Archer Western will work 7 days a week, 12 hours
per day for 4 weeks. 4. This equates to 208 days of construction remaining. Guy Van-Baulen will work a maximum of 40 hours per week. Guys' assistant will work a maximum of 0 hours per
week. I GUy I I Guy's Assistant I Weeks 27 Weeks 0 HourslWeek 40 HourslWeek 0 Total Hours 1,080 Total Hours 0 Hours 1,080 Hours 0 Rate $ 36.00 Rate $ 23.00 Direct Labor $ 38,880.00 Direct
Labor $ ER 2.92 ER 2.92 Total $ 113,529.60 Total $. Total Labor $ 113,529.60 Total amount required to finish Drolect Existing Over Budget amount $ 21,454.48 Total labor $ 113,529.60
Project Management $ 12,000.00 (assumes 2 hours per week) Expenses $ 2,890.00 Tolal $ 149,874 M:\JOBSI2576BPhase3\CONTRACnprimeooo\Supplementals\Constructionl[SuppmentA_CN-01.xls]$150k
TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04-D22 CHANGE ORDER NUMBER: 5 1. CONTRACTOR: Archer Western Contractors 2. Change Order Work Umits: . Sta. 3. Describe the
work being revised: see Attached Reason Sheet 34+07 to Sta. 87+88 4. Work to be performed in accordance with Items: 5. New or revised plan sheet(s) are attached and numbered: See attached
Tables IR-G1, 08 & 07; BR-58 & 59 6. New general nates to the contract are attached: o Yes &1J No 7. New Special Provisions to Ite N/A No. N/A. Special Specification Item N/A are attached.
Each signatory hereby warrants that each has the authority to execute this Change Order (CO). The oontracta must sign /he Change 0rrIer and, by doing 50, 8gBBS b wai1I'9 The following
Information must be provided any and 811 claims for addijJonal c:cmpensatlon due b any and all other axpensas; additionalchangas for lima, overhead and profit or loss 01 Time Ext. #:
2 Days added on this CO: 􀁾􀁰􀁥􀁮􀁳􀁡􀁴􀁬􀁯􀁮 as aresUlt 01this change. 33 THE CONTRACTOR Date Amount added by this change order: $83,942.44 By TypedlPrinted Name Typed/Printed Title
RECOMMENDED FOR EXECUTION: Cons1nJction Inspector Project Manager Date Date Town of Addison D APPROVED Director of Pubic Works Town of AdcflSOn D APPROVED Asat. Pubic Wor1c Director
Town of Addison D APPROVED Asst. City Engineer Date Date Date \G 􀁾􀀿􀀭􀀧􀁾 \q 􀁾􀀨􀀩 qSV1:> ) G\U( 􀁾􀀿 ) Co 􀀯􀁢􀀼􀁾 «.0 \ 􀁾􀀩 o \\\
TABLE A: Force Account Work and Materials Placed into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-022 CHANGE ORDER NO. 5 LABOR HOURLY HOURLY RATE TABLE B: Contract
Items ORIGINAL CONTRACT + CHANGE ORDER REVISED CONTRACT CHANGE ORDER PREVIOUSLY REVISED ITEM DESCRIPTION UNIT UNITPRlCE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUN! UNDERRUN
1238 Relocate existing 8'Valve and Main LS $1,267.29 $0.00 1.00 1.00 $1,267.29 $1,267.29 1239 Demo of Exlstlna sac Manhole LS $1,432.78 $0.00 1.00 1.00 $1,432.78 $1,432.78 1240 Future
Irrigation tap at Surveyor Blvd. LS $4,568.84 $0.00 1.00 1.00 $4,568.84 $4,568.84 1241 Future Watermaln Service and TIe-in. LS $13,698.14 $0.00 1.00 1.00 $13,698.14 $13,698.14 1242 Related
cost to Extension of MSE# 2 LS $1,749.99 $0.00 1.00 1.00 $1,749.99 $1,749.99 1243 T-4 Railing Transition Adjustments LS $917.38 $0.00 1.00 1.00 $917.38 $917.38 1244 Y' Inlet converted
to Grate Inlet LS $300.00 $0.00 1.00 r 1.00 $300.00 $300.00 1245 Avaitlon Lights on top of Street Poles EA $16,626.77 $0.00 t--, $ 􀁾􀀱􀀺􀀧􀁄􀁏 {..., '1 +.ee $16,626.77 $16,626.77 1247
Diaphragm Concrete Mix Design LS $932.77 $0.00 1.00 1.00 $932.77 $932.77 1248 DlaDhraam Rebar Conflicts LS $10,520.45 $0.00 1.00 1.00 $10,520.45 $10,520.45 LS 0.00 EA 0.00 LS 0.00 TOTALS
$ . $52,014.41 $52,014.41
TABLE B: Contract Items (Continued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-022 CHANGE ORDER NO. 5 ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVlOUSLy
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANnTY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN 233 30" Type wAw Headwall .. $1006.44 1.00 $1 001.44 ·1.00 0.00 $0.00
1$1006.44 2SI 4' SClMdul. 40 PVC lillie LF $8.03 1572.00 $141l11.1. 111.00 2.231.00 $20145.83 $18&0.77 282 8"C808 PVC Class 110Water Un. LF $66.18 81.00 54880.30 180.00 276.00 $16174.10
$10484.20 306 Conduit, 4-schedule 40 PVC bored and trenched LF $26.00 185.00 54876.00 310.00 606.00 $12.825.00 $7,710.00 424 Fumlsh & Install median pavers SF $17.31 3.724.00 $84.482,44
.-0.00 3.074.00 $13.210.84 1$11261.&0 The -TotalsW from Table B ofthe I revlous work sheet: $ . $12014.41 $62.014.41 TOTALS $88,228.34 $153.170.78 $83.1142.44
'\ 'l Arapaho Road -Phase/III Surveyor Blvd. to Addison Road 􀁾􀁾􀁾􀁪􀁾􀁾 􀁎􀁾􀁾 􀁾􀁾 Change Ordu No.5 Reason for Change This change order will increase work by ten new contract work
items, the reduction in qua.ntity oftwo original 1:>id items and fue ingease ill qua.ntity of3original bid items.. 􀁔􀁨􀀮􀁾 change order will result in Thirty-three (33) days time extension
to the contract. helD, 􀁾􀀳 -3.Q" Type 'A' 􀁬􀁉􀁥􀁡􀁤􀁷􀁾􀁟History ofwhy the change order occurred -Deletion of the original bid item, which was detennme not to be required. See below.
Impact to the contract amount -A credit amount of$1,005.44 to. the base contract. Impact to the project schedule -The project calendar day total is not affected. Item 255 -4' Schedule
40 PVC pipe Contractor was instructed to provide an additional 4" PVC conduit for cable services and electrical services that will be compensated 􀁾􀁤􀁥􀁲 the existing contract bid item
unit price. History ofwhy the change order occurred -Additional conduit runs were installed for the existing services for cable which could not be installed within the same conduit;
alignment adjustment for the existing services and to continue to provide an spare conduit for future and Impact to the contract amount -A total dollar amount of $5,950.77 is approved.
Impact to the project schedule -The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor B-lvd. to. Addison Road 􀁾􀁾􀁑􀁩􀁣􀀻􀁾 􀁾􀁾􀁾 􀁑􀀫􀀭􀁾 Change Order-No.5 Item 262 -8" C909 PVC Class 150 Water Line (Related to PCO #054): The contractor
was asked to provide additional 8" PVC water main, which would be compensated under the existing contract bid item unit price. History ofwhy the change order occurred -After the start
ofthe construction, it was observed that the existing as-built condition ofthe existing 8" water main would be under the future MSE #4 -retaining wall. This cost is for the relocation
of the existing water main to the outside/from under the retaining wall. Impact to the contract amount -A total dollar amount of $10,484.20 is approved. Impact to the project schedule
-The project calendar day total is not affected. Item 305-Conduit, 4" Schedule 40 PVC, Bored and Trenched: Contractor was requested to provide additional conduit runs, which will be
compensated under the existing contract bid item unit price. History ofwhy the change order occurred --An additional conduit run to compensate for the as-built condition found at the
new Arapaho Rd/Addison Rd intersection traffic control system. Also, additional conduit quantity to avoiding existing under ground obstructions. Impact to the contract amount -A total
dollar amount of $7,750.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 424 -Furnish and Install Median Pavers (pCO #062): History
ofwhy the change order occurred -Adjustments to the median at the railroad grade crossings to make the look of the roadway crossing uniform. Impact to the contract amount -A credit amount
of $11,251.50 to the base contract. Impact to the project schedule -The project calendar day total is not affected. •:;
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1238 -Relocate existing 8" Valve and Main (peo # 054): Contractor directed to locate,
excavate and remove the driveway entrance to fine the existing valve to isolate the section of the 8" water main to be relocated. The Contractor claimed $1,267.29 for the relative work
that was incurred. History ofwhy the change order occurred -After the start ofthe construction, it was observed that the existing as-built condition ofthe existing 8" water main would
be under the future MSE #4 -retainingwall. This work didn't directly impact the critical path ofthe project. Impaetto the contract amount-The dollar amount of$1,267.29 is approved. Impact
to the project schedule -The·project calendar day total is not affected. Item 1239 -Demo of Existing SBe Manhole (pcO #045): Contractor claimed two additional days for the remove the
existing SOC Manhole which was in the way ofthe new 12" Sanitary Sewer installation. Contractor. also claims $1,432.7frfor additional costs incurred. History ofwhy the change order occurred
-Due to the time frame, the contractor was asked to remove the manhole instead ofwaiting for SBC, not to delay the contract schedule. This work didn't directly impact the critical path
of the project. Impact to the contract amount -The dollar amount of $1,43278 is approved. Impact to the project schedule -Impact to the project schedule -The contractor has claimed two
additional day for this worL. This work did not affect the critical path of the project. The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1240 -Future Irrigation Water Tap at Surveyor Blvd. (pCO #030): Contractor was requested
by the Town ofAddison to install an additional water tap for future irrigation for existing property adjacent to the Arapaho Roadway. The Contractor claimed $4,568.84 for the relative
work thatwas incurred. History ofwhy the change order occurred -Initial paint specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications and
expected perfonnance with the contractor and his paint subconsultant it was detennined that a Carboline acrylic paint system was more advantageous to the pedestrian rail. This work didn't
directly impact the critical path of the project. Impact to the contract amount -The dollar amount of $4,568.84 is approved. Impact to the project schedule -The project calendar day
total is not affected. Item 1241-Future Tie-in along Midway road /Irrigation System (pCO #30): Contractor claims $13,698.14 for additional costs incurred with days to be determined.
History ofwhy the change order occurred -In the beginning of the contract, it was decided by the Town ofAddison to provide the area with additional access for water source. Change were
issued to the contract changing the Tie-in to the existing 16" Water main and adding new 4" & 6" water main line with valves. Impact to the contract amount -The dollar amount of $13,698.14
is approved. Impact to the project schedule -The contractor has Claimed additional day for this work to be detennined. This work did not affect the critical path of the project. The
project calendar day total is not affected. .., '.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1242 -Related Cost for the Extension ofMSE#2 (pCO #044): Contractor claims $1,749.99 for
costs incurred not covered by bid items. History ofwhy the change order occurred -During the construction, it was detennine to extend the MSEwall along the property ofBullough/Lyko.
This would lessen the impact to the adjacent property during the construction. This cost was incurred by the modification to the drainage system. This work didn't directly impact the
critical path of the project. Impact to the contract amount -The dollar amount of 1,749.99 was approved. Impact to the project schedule -The project calendar day total is not affected.
Item 1243 -T-4 Railing Transition Adjustments (pCO # ): Contractor claims $917.38 for additional costs incurred. History ofwhy the change order occurred -The Contractor was directed
in the field to change fonnwork. to modify some conflicting condition along the T-4 Transition end. This work didn't directly impact the critical path of the project. Impact to the contract
amount -The dollar amount of $917.38 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 1244.-'Y'-Inlet Converted to Grate Inlet: Contractor
claims $300.00 for additional material costs incurred.. History ofwhy the change order occurred -Contractor was directed to place an cast iron frame and grating on the top ofan type
'Y'-inlet base to prevent an obstruction within the pavement at the end of the Watson & Talyor storage driveways. This work. didn't directly impact the critical path of the project.
Impact to the contract amount -A total dollar amount of $300.00 is approved. Impact to the project schedule -The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1245 -Aviation lights on top ofStreet Poles (pCO #064): Contractor claims $13,698.14 for
additional costs incurred with days to be determined. ,gistory ofwhy the change order occurred -The Town of Addison has requested Aviation 􀁾􀁥􀁤 light of the top of the street pole
that will be along Arapaho Road near the Addison Airport. Impact to the contract amount -A tornl dollar amount of $16,626.77 is approved. Impact to the project schedule -The project
calendar day tornl is not affected. Item 1247 -Diaphragm Concrete Mixed Design (pCO #5058): . Conttactnr claimed five (5) additiorud days for the ofthe 􀁃􀁯􀁮􀁣􀁲􀁥􀁴􀁥􀁾􀁥􀁳􀁩􀁧􀁮change.
Contractor also claims $932.77 for additional costs incurred . History ofwhy the change order occurred -Due to the tight tolerances with the reinforcing steel within the span 9 diaphragms,
it was determined to change the aggregate to a smaller size to allow for a better consolidation ofthe concrete during the placement. Impact to the contract amount -A tornl dollar amount
of $932.77 is approved. Impact to the project schedule -The project calendar days will be extended five days, which . allow for the testing of the new mix design.
Arapaho Road -Phase III . Surveyor Blvd. to Addison Road 􀁾􀁾􀁾􀁪􀁥􀁣􀁴No. 04-22 Change Order No.5 Item 1248 -Diaphragm Rebar Conflicts (pCO #053): Contractor claimed Twenty-eight (28)
additional days for the conflicts with the diaphragm rebar splice coupler, rebar conflicts and 􀁲􀁥􀁾􀁦􀁡􀁢􀁲􀁩􀁣􀁡􀀺􀁴􀁩􀁯􀁮ofthe rebar for the adjusting within the diaphragms in span
9. Contractor also claims $10,520.45 for additional costs incurred History ofwhy the change order occurred -Changes to the details, fabrication and installation for the rebar within
diaphragm for span 9, delay the placement ofconcrete for the diaphragms which is on the critical path ofthe project. Impact to the contract amount -A dollar amount of$.10,520.45 is approved.
Impact to the project schedule -The project calendar days will be extended Twenty-eight days.
TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04-422 CHANGE ORDER NUMBER: 5 1. CONTRACTOR: Archer Western Contractors 2. Change Order Work Umlts: Sta. 3. Describe the work
being revised: See Attached Reason Sheet ____ to Sta. 4. Work to be performed in accordance with Items: 5. New or revised plan sheet(s) are attached and numbered: See attached Tables
6. New general notes to the contract are atlached: [] Yes Ii1I No 7. New Special Provisions to Ite N/A No. N/A. Special Specification Item N/A are attached. Each signatory hereby warrants
that each has the authority to execute this Change Order (CO). The conlTBcla mual a9J the Change QlWand, by doing ao. 􀁾to waive The folloWing Information must be provided any andall
claims for flidditionsl compemation due to any and sli other expeMea; sdditionsl chsngas for time, cwerhead and profit; orlou d Time Ext. #I: 2 Days added on this CO: Ioampenastion sa
a l85ult d Ihla chsngs. 33 THE CONTRACTOR Date Amount added by this change order. $81,31&.87 By Typed/Printed Name Typed/Printed TdIe RECOMMENDED FOR EXECUnoN: Consbuction Inspector
Project Manager Date Date Town of Addison [] APPROVED Director of Pubic Works Town of Addison [] APPROVED Asst. Pubic Work Director Town of Addison [] APPROVED Asst. City Engineer Date
Date . Date
TABLE A: Force Account Work and Materials Placed into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04-022 CHANGE ORDER NO. 5 LABOR HOURLY HOURLY RATE ... TABLE B:
Contract Items ORIGINAL CONTRACT + CHANGE ORDER REVISED CONTRACT CHANGE ORDER PREVIOUSLY REVISED ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUN!
UNDERRUN 1238 Relocate existing 8''Valve and Main LS $1,267.29 $0.00 1.00 1.I;lO $1,267.29 $1,267.29 1238 Demo of Existing SBC Manhole LS $1,432.78 $0.00 1.00 1.00 $1,432.78 $1,432.78
1240 Future Irrigation tap at Surveyor Blvd. LS $4,568.84 $0.00 1.00 1.00 $4,568.84 $4,568.84 1241 Future Watermaln Service and TIe-in. LS $13,698.14 $0.00 1.00 1.00 $13,698.14 $13,698.14
1242 Related cost to Extension of MSE# 2 LS $1,749.99 . $0.00 1.00 1.00 $1,749.99 $1,749.99 1243 T-4 Railing Transition Adjustments LS $817.38 $0.00 1.00 1.00 $917.38 $917.38 1244 Y'
Inlet converted to Grate Inlet LS $300.00 $0.00 1.00 1.00 $300.00 $300.00 1245 Avaition Lights on top of Street Poles EA $16,628.77 $0.00 1.00 1.00 $16,626.77 $16,828.77 1248 Ashplatlc
Grade crosaing-2"drop slab LS $14,000.00 􀁾􀀧􀀡 $0.00 1.00 1.00 $14,000.00 $14,000.00 " 1247 Diaphragm Concrete Mix Design LS $832.77 $0.00 1.00 1.00 $932.77 $932.77 Vi 1248 Diaphragm
Rebar Conflicts LS $10,520.45 $0.00 1.00 1.00 $10,520.45 $10,520.45 LS 0.00 EA 0.00 LS 0.00 TOTALS $ -$88,014.41 $66,014.41
TABLE B: Contract Items (Continued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No, 04-022 CHANGE ORDER NO. 5 •• ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANOE PREVlOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNf UNDERRUN 233 30" Type "A" Headwall ea S1,OO&.44 1.00 S1006.44 .1.00 0.00
So.oO (S1006.44) 2&6 4' Schedule 40 PVC pipe LF 58.03 1.672.00 $1418&.18 858.00 2,231.00 $2014&.13 $68&0;77 212 8"C808 PVC Class 1&0 Water Une LF $66.18 86.00 $4880.30 180.00 276.00
516174.&0 510484.20 '-306 CondUit, 4-schedule 40 PVC bored and trenched LF $26.00 186.00 $4875.00 310.00 606.00 512.821.00 $7760.00 424 Furnish & Install medIan Dayers SF 517.31 3,724.00
584,482.44 -860.00 3,074.00 563,210.84 l511 261.&0) The "Totals" from Table B of the Drevlous work sheet: S . 588387.84 $68,387.84 TOTALS .228.34 5170,644.01 $81,316.87
TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASEm Project No. 04-022 CHANGE ORDER NUMBER: 4 1. CONTRACTOR: Archer Western Contractors 2 Change Order Work Umits: Sta. 3. Describe 1he work being
revised: see Attached Reason Sheet 34+07 to Sta. 87+88 4. Work to be perfcrmed in accordance with Items: 5. New or revised plan sheet(s) are attachecI and numbered: See attached Tables
SW-17, SW-24, 1R-8;SGT-H&43A. 􀁍􀀸􀁇􀁾 6. New general notes to 1he 􀁣􀁯􀁮􀁴􀁲􀁡􀁾 are attached: C Yes 13 No 7. New Special Provisions to Item 􀁾 No. N/A. Special Specification Item 􀁾are
attached. Each signatory hereby warrants that each has the authority to execute this Change Order (CO). The conncta mooSign the Change Order and, by doing so, IV'e8I b waNe The following
Infonnatlon "".,b8 provided any and 8/1􀁾frJr 8dditionaf compenation 􀁤􀁾 b 1lIIYand all oIhfIr 􀁾􀀻 additional c:IIangsa frJr lime, cwrhead and proftt cr Ios& d Time Ext #: 1 Days added
on this CO: 20 pompetl8lltion as II t8SUII d!hls chlInge. Amount added by this change order: $72,410.54 THE CONTRACTOR Dat8 By TypedlPrinted Name TypedlPrinted Title RECOMMENDED FOR
EXECUTION: Construction Inspector Project Manager Town of Addison Date C APPROVED Director of Public Works Town of Addison C APPROVED Atst. Public Works DIrector Town of AdcfISOl'l C
APPROVED Asat. CIty Engineer
TABlE A: Force Account Work and MaterIals Placed Into Stock TOWN OF ADDISON. TEXAS ARAPAHO ROAD· PHASE III Project No. 04-022 CHANGE ORDER NO. 4 LABOR . HOURLY 􀁾􀁙􀁒􀁁􀁔􀁅 TABlE B:
Contractllems ORIGINAL CONTRACT. CHANGE REVISED CONTRACT CHANGB PREVIOUSLY REVISED ORDER ORDER ITEII DESCRIPTION UNIT UNIT PRICE QUANTITY ITBlCOST QUANTITY QUANTllY ITBlCOST OVERRUNI
UNDERRUN 1224 Relocatina Fence at Stonaa FacUltY LS $554.76 $0.00 1.00 1.00 $554.76 $554.76 1225 9x5 Box Culvert Modlftcatlon-Gas&SBC Main LS $3202.48 $0.00 1.00 1.00 $3,202.48 $3,202,,48
1228 Paintswam for T4 Railina LS .18351.45 $0.00 1.00 1.00 $18.351.45 $18351A5 1227 PaInt awtam for 􀁾􀁮Raillna LS $11113.89 $0.00 1.00 1.00 $11.113.89 $11.113.88 1228 Comfort aulta
-I malonaROW LS $3.517.65 $0.00 1.00 1.00 $3.517.65 $3,577.85 1228 CloIIna ODennlna In ExIst. Box Culvert La $551.65 $0.00 1.00 1.00 S551.8S $55U5 1230 1MBox Culvert Modltlclltlon-Senltary
Sewer La $4,315.26 $0.00 1.10 1.00 $4.315.28 S4 315.26 1231 Furnish & Install 􀁓􀁇􀁔􀁉􀀸􀁾􀁂􀀰􀀳􀁁TXDOT I'VIMI EA 51 806.41 $0.00 2.00 2.00 $5 812.82 $5,812.82 1232 New LaliHaI C-3A
􀁔􀁬􀁾􀁮 La $524,38 $0.00 1.00 1.00 1524.36 $524,38 1233 Police Escort tJ.8Hm Dell-v LS $872.00 $0.00 1.00 1.00 $672.00 $872.00 1234 PeclesIrlan RaJI Pennent Material Cost LS $3.075.81
$0.00 1.00 1.00 $3.075.81 $3.075.81 1235 Tmnc lSIlInel Foundlltlon T-1 & T-4 Chanaes LS $1.524.80 $0.00 1.00 1.00 $1.514.80 $1.524.80 1238 Furnish & Install MBOF Inlet posts SA 1138,07
$0.00 3.00 3.00 $408.21 $408.21 TOTALS . $ . $53.485.04 $53.485.04
TA8L£ B: Contnlc:t Items (ContInued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 􀁾􀀲􀀲 CHANGE ORDER NO. 4 ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVIOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY rTEMCOST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN 0..00 111 FumJsll & InlItaII single OuudraU Terminal LF 􀁾􀀲􀀮􀀸􀀳
1&0.00 $4ft.UO .110.00 0.00 So.oO "'.824.10 TxDOT ...... SGT(8)-3A 0.00 224 8ft recessed curb Inlet EA $17&0.00 7.00 S1221O.00 1.00 8.00 $14000.00 $17&0.00 0.00 228 2-0..... lnlat EA
12.300.00 4.00 ".200.00 7.00 11.00 S213OO.00 $11.100.00 0.00 322 L1ahtlna Control CabInet EA MOOO.OO a.oo $18000.00 1.00 4.00 􀀵􀀲􀀴􀀮􀀰􀗡􀗡􀀮􀀮􀁯􀁯 . MOOO.OO 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 The "TClllII" from Tlble B of lila p ravlous work sheet: $ . SA48I..CM SA 481.04 TOTALS S4417UO "'1781.04 $72,410.&4
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.4 Reason for Change 1bis change order will increase work by thirteen new contract work items,
the reduction in quantity of one original bid items and the increase in quantity of 3 original bid items. The change order will result in twenty (20) days time extension to the contract.
Item 151-SGT (8)-03A Single Guardrail System (Related PCO #46): History ofwhy the change order occurred -Deletion of the original bid item, which is replaced by the new Item 1231. Impact
to the contract amount -A credit amount of $4,924.50 to the base contract. Impact to the project schedule -The project calendar day total is not affected. Item 224 -8-foot recessed Inlet
(Related to PCO #48): Contractor was instructed to provide an additional8-foot recessed inlet to be compensated under the existing contract bid item unit price. History ofwhy the change
order occurred -The 8-foot standard inlet was relocated to station 44+85 to eliminate a conflict with the required T4 rail and reduce the impact of the construction on the adjacent property
owner. To eliminate these conditions the inlet was installed at the end of the T4 Rail. Impact to the contract amount -A total dollar amount of $1,750.00 is approved. Impact to the project
schedule -The project calendar day total is not affected. Item 228 -2-Grate Inlet: The contractor was asked to provide additional 2-Grate Inlets, which would be compensated under the
existing contract bid item unit price. History ofwhy the change order occurred -After the start of the construction, it was observed that storm water runoff from adjacent properties
would be trapped or have an excessive sheet flow. Due to these conditions, several areas were redesign to collect the storm water runoff into the future box culverts. 10f7
Impact to the contract amount -A total dollar amount of $16,100.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 322 -Lighting Control
Center: Contractor was requested to provide one additional lighting control center, which will be compensated under the existing contract bid item unit price. History of why the change
order occurred -The Town of Addison requested the additional lighting control center be installed to separate the pedestrian and street lighting systems from being controlled by one
cabinet and meter. Impact to the contract amount -A total dollar amount of $6,000.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item
1224 -Relocate Fence at Storage Facility (PCa #14): History of why the change order occurred -Existing fire hydrant needed to be relocated per construction plans. The temporary security
fence constructed along the Watson-Taylor storage facility had to be relocated in order to relocate relocate the fire hydrant. Impact to the contract amount -The dollar amount of $554.76
is approved. Impact to the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1225 -9x5 Box Culvert
Modification-conflict with existing Gas & SBC services (PCa # 19): Contractor claims a sixteen day delay in being able to lay box culverts A & B due to a conflict with an existing gas
line and an SBC ductbank. Contractor also claims $3,202.48 for additional costs incurred. History of why the change order occurred -During the installation of the storm sewer box culvert
a conflict developed with and existing main and an abandoned SBC ductbank. A new design was developed in order to incorporate the gas line encasement into the bottom slab of the storm
sewer box culvert. This work direcdy impacted the critical path of the project. Impact to the contract amount -The dollar amount of $3202.48 is approved. Impact to the project schedule
-The project calendar days will be extended sixteen days. 2of7
Item 1226 -Paint System for the T4 Railing (PCO #24): Contractor was asked to change to a more durable paint system, more suitable for steel application. History ofwhy the change order
occurred -Initial paint specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications and expected performance with the contractor and his paint
subconsultant it was determined that a Carboline acrylic paint system was more advantageous to the pedestrian rail. Impact to the contract amount -The dollar amount of $18,351.45 is
approved. Impact to the project schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1227 -Paint System for the
Pedestrian Railing (PCO #24): Contractor was asked to change to a more durable paint system, more suitable for steel application. History ofwhy the change order occurred -Initial paint
specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications and expected performance with the contractor and his paint subconsultant it was determined
that a Carboline acrylic paint system was more advantageous to the pedestrian rail. Impact to the contract amount -The dollar amount of $11,113.89 is approved. Impact to the project
schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. Item 1228 -Comfort Suite -Irrigation System in along ROW (PCO
#30): Contractor claims $3,577.65 for additional costs incurred to add 3 additional irrigation zones. History ofwhy the change order occurred -During design of the project this area
was not designed to have irrigation due to existing irrigation coverage. During construction it was noted that the irrigation system in place was owned by a private land owner. The Town
made the decision to cover this area with irrigation within their own right ofway limits Impact to the contract amount -The dollar amount of $3,577.65 is approved. Impact to the project
schedule -The contractor has not claimed additional days for this work. The project calendar day total is not affected. 30f7
Item 1229 -Closing Existing Opening in Box Culvert (PCO #41): Contractor claims a one day delay in closing the opening in the existing Box Culvert. Contractor also claims $551.65 for
additional costs incurred. History ofwhy the change order occurred -During the construction of the new stonn sewer box culvert lines A & B, the existing box culvert line B was found
to have two abandoned pipes connected to the culvert which had to be removed to construct line A. The opening created by the removal of the abandoned pipe from the existing box culvert
had to be sealed. Impact to the contract amount -The dollar amount of $551.65 is approved. Impact to the project schedule -The contractor has claimed one additional day for this work.
This work did not affect the critical path of the project. The project calendar day total is not affected. Item 1230 -10x6 Box Culvert Modification-conflict with existing Sanitary Sewer
-(PCO #42): Contractor claims a two day delay in being able to lay box culverts A & B due to a conflict with an existing sanitary sewer at Surveyor Blvd. Contractor also claims $4,315.26
for additional costs incurred. History ofwhy the change order occurred -During the installation of the storm sewer box culvert, a conflict developed with an existing sanitary sewer.
A new design was developed in order to incorporate the sanitary sewer encasement into the bottom slab of the stonn sewer box culvert. Impact to the contract amount -The dollar amount
of $4,315.26 is approved. Impact to the project schedule -The contractor has claimed two additional days for this work. This work did not affect the critical path of the project. The
project calendar day total is not affected. Item 1231-SGT (8) HB-03A Single Guardrail System (PCO #46): Contractor was asked to provide the single guardrail system utilizing a steel
post application. Contractor provided a new price per each installation. History ofwhy the change order occurred -During the submittal process it was discovered that there was a conflict
between the bid item description and the notation on the contract plans. The contractor was requested to provide a price for the installation of a single guardrail system utilizing a
steel post application. Impact to the contract amount -A total dollar amount of $5,612.82 is approved. Impact to the project schedule -The project calendar day total is not affected.
40f7
Item 1232 -Tie-in ofnew lateral C-3A (PCD #48): Contractor was requested to provide a cost proposal for the addition of an inlet and all related work along the south side of the East
bound traffic lanes at station 80+76.88. History of why the change order occurred -The roadway alignment across the existing railroad track had to be redesigned due to DGN&O railroad
changes to the elevation of the existing rail grade crossing after construction began. Since the designed drainage system had been installed prior to the changes, the new inlet would
have to be installed at the new low point along the future roadway. Impact to the contract amount -A total dollar amount of $524.36 is approved. Impact to the project schedule -The projectcalendar
day total is not affected. Item 1233 -Police Escort for V-Beam Delivery (PCD #50): . Contractor was requested have the delivery of the bridgeU-beams at night. This required the contractor
to have a police escort through intersections within the Dallas City Limits. History of why the change order occurred -The contractor original schedule of the delivery of the U54-beams
was during day light hours. At the request of the Town of Addison, the first delivery was re-scheduled to after 􀁭􀁩􀁤􀁮􀁩􀁧􀁨􀁴􀁾 This created a safety issue of moving the large beams
at night through the street intersections. The Dallas police was contracted to provide safe passage through the intersections within their jurisdiction. Impact to the contract amount
-A total dollar amount of $672.00 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 1234 -Pedestrian Rail Pennant Material (PCD #51):
Contractor claims $3,075.61 for additional costs incurred to change the original gauge steel for the pennant application to the pedestrian. This change was determined during the shop
drawing submittal procedure. History ofwhy the change order occurred -After several discussion between the railing manufacture and designer, it was decided to increase the gage thickness
to provide a better wieldable steel to prevent buckling and warping that might occur during the attachment of the pennant steel to the railing, while still providing a strong attachment
and cleaner look to the surface of the pedestrian railing. Impact to the contract amount -A total dollar amount of $3,075.61 is approved. Impact to the project schedule -The project
calendar day total is not affected. 50f7
Item 1235 -Traffic Signal Foundation Changes (PCO #57): Contractor was requested to provide a cost proposal to change the size of two traffic signal foundations. History ofwhy the change
order occurred -The change in the size of the two traffic signal foundations occurred due to the as-built condition of the existing traffic signal anchor bolt pattern being different
than what was expected in the plans. The differing anchor bolt pattern was in conflict with newer standards that exist for the required size of the foundation in relationship to anchor
bolt pattern dimension. Impact to the contract amount -A dollar amount of $1,524.90 is approved. Impact to the project schedule -The project calendar day total is not affected. Item
1236-MBGF Inlet Posts (pCO #46): Contractor was requested provide a unit price to provide an inlet mounted guardrail fence post. History ofwhy the change order occurred -The 8-foot standard
inlet was relocated to station 44+85 to eliminate a conflict with the required T4 rail and reduce the impact of the construction on the adjacent property owner. To eliminate these conditions
the inlet was installed at the end of the T4 Rail. Impact to the contract amount -A total dollar amount of $408.21 is approved. Impact to the project schedule -The project calendar day
total is not affected. PCO #6 -Oncor Redesign of Conduit Crossing Item 1202 -Contractor claims a fourteen day delay in being able to lay box culverts A & B due to TXD electrical conduit
being altered for clearance requirements set by DWU and TXD. Contractor claims ten day delay between 08/30/04 and 09/09/04. Contractor also claims a four day delay for laying the box
in reverse. History ofwhy the change order occurred -After the project was bid, TXD Electric notified HNTB of a requirement to have a minimum cover of three foot cover over the electrical
conduit. During the construction of the conduits we were informed by DWU they needed five foot of clearance between their top of pipe and the electrical conduit. Impact to the contract
contract amount -The dollar amount of 7,841.51 was approved on change order # 2. 60f7
Impact to the project schedule -The ten day portion of the claim is denied due to the critical path not being exceeded as referenced in a letter from HNTB to Archer Western Contractors,
Ltd. dated June 3, 2005. The four day claim for laying the box is reverse is agreed to. The project calendar days will be extended four days. HNTB Corporation Guy Van Baulen 7of7
􀁾􀀬􀀭􀀢􀀬􀁊􀀩 TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04-22 CHANGE ORDER NUMBER: 02 1. CONTRACTOR: Archer Western Contractors 2. Change Order Work Umits: sta. _____
to sta. 3. Describe the work beina revised: 4. Work to be performed in accordance with Items: 5. New or revised plan sheet(s) are attached and numbered: See attached Tables 6. New general
notes to the contract are attached: a Yes o No 7. New Special Provisions to ltem__No.__' Special Specification Item__are attached. Each signatory hereby wartants that each has the authority
to execute this Change Order (CO). The conlr&ctor mustsign the Change Order and, by doing so, agrees to waive The following Information must be provIded any and al/claims for additional
compensation due to any and al/other expenses; additionalchanges for time, ollefheadandprofit or loss of Time Ext. #: N/A Days added on this CO: 0 compensation as 8 re.sult of this change.
Amount added by this change order: $17,548.18 THE CONTRACTOR Date By Typed/Printed Name Typed/Printed Title RECOMMENDED FOR EXECUTION: Town of Addison Date Construction Inspector Date
o APPROVED (Title) Project Manager Date Town of Addison Date o APPROVED (Title) Design Engineer's Seal: Town of Addison Date a APPROVED (Title)
TABLE A: Force Account Workand Malerials Placed into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04·22 CHANGE ORDER NO. 02 􀁹􀁾􀁾 LABOR HOURLY HOURLY RATE TABLE
B: Contract Items ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE ORDER PREVIOUSLY REVISED ORDER ITEM DESCRIPTION UNIT UNITPR1CE QUANTITY ITEM COST QUANTITY QUANllTY ITEM COST OVERRUNI
UNDERRUN 1202 EA $1,912.45 0.00 $0.00 1.00 1.00 $1,912.45 $1,912.45 1203 ReIocatlI ofComfort Suite ""gallon System LS $3,481.71 0.00 $0.00 1.00 1.00 $3.488.71 $3.488.71 1204 Job 5lIIn
"PInon Us" 2ft x 3ft size EA $139.29 0.00 $0.00 2.00 2.00 $278.58 $278.58 1205 Coacrete SIaIIlIzed sand For TXU Conduit LS $7,841.51 0.00 $0.00 1.00 1.00 $7,141.51 $7J141.51 1206 I"
Reslla.... GallI Valve wlbox and stack LS $937.94 0.00 $0.00 1.00 1.00 $937094 $937.94 1207 Encasement all Steel Caslna on sanItarY sewer LS $3,750.95 0.00 SO.oo 1.00 1.00 $3,780.95
$3,750.95 1208 Tnemene Paint ofSteel Arches LS $18,788.37 0.00 so.OO 1.00 1.00 􀀤􀀱􀀱􀀬􀀷􀀸􀀸􀁾􀀷 $18,788.37 1209 Handhole In Strlnaer Future Access EA $8118.81 0.00 so.OO 4.00 4.00
$2,674.44 $2,174.44 1210 30" Gasket Relnfon:ed Concrete Pipe LF $94.44 0.00 $0.00 211.00 211.00 $20,587.92 $20,587.92 1211 24" Gasket Relnfon:ed Conerete PI" LF $76.04 0.00 so.OO 524.00
624.00 $39,844,96 $39,844.86 1212 21" Gasket ReinfOrced Concrete PI. LF $70.33 0.00 $0.00 231.00 231.00 $16.248.23 $18,246.23 1213 Restocldna & Shlpplna LS $2,628.86 0.00 SO.oo 1.00
1.00 $2.628.86 $2,628.85 1214 12" Resll", Gate Valve w/box and stack EA $1,800.00 0.00 $0.00 2.00 2.00 $3,200.00 $3,200.00 1215 Relocate Pump StatIon 2" water service LS $1,48&.02 0.00
SO.oo 1.00 1.00 $1,486.02 $1,48&.02 1216 Lowerlna of Exlstlna 12" water MaIn comDlelll LF $162.07 0.00 $0.00 70.00 70.00 $11,344.90 $11,344.80 1217 Portable Chanaeable Message Board
Dally $135.00 0.00 $0.00 230.00 230.00 $31,oso.00 $31,060.00 1211 12" 1. Galle CMP Slot Drala wlCurb & Gutblr LF $184.00 0.00 $0.00 200.00 200.00 $36,800.00 $36,800.00 1219 12" 18 Gaae
CMP LF $85.21 0.00 SO.OO 104.08 104.00 $8,861.84 $8,881.84 1220 Dirt Mounds over TXU Conduit Backftll & Grading LS $1,378.57 0.00 $0.00 1.00 1.00 $1,378.57 $1,376.57 1221 Lateral TIe-in
to Relnfon:ed Box Culvert EA $1.Z4&.98 0.00 $0.00 2.00 2.00 $2,493.98 $2,493.98 1222 Furnish and place 8"tIIlek reinforced Cone. Pavement SY $28.15 0.00 SO.oo 6,600.00 5,5011.00 $154,825.00
$154,825.00 109 Furnish and place 10"thlek ralnfon:ed Cone. Pavement SY $31094 29,400.00 $939,038.00 -6,470.00 23.930.00 $764,324.20 ($174,711.80 145 structural excavation CY $4.00 463.00
$1,862.00 844.00 1,307.00 $5,228.00 $3,376.00 155 Furlnsh and Install Concnlte RaIlroad CrosslRD LF $371.00 380.00 $140,9lIO.OO ....00 0.00 $0.00 1$140,980.00 236 21" Relnfon:ed Cone.....
StDrm sewer PI. LF $51.18 814.00 $46,780.24 ·218.GO 698.00 $35,607.38 $11,152.lJ8 239 24" Relnfon:ed Cone..... stDrm Sewer PI" LF $57.05 926.00 $52,771.25 424.00 401.00 $22,877.05 $29,894.20
240 30" Reinforced Conerete Storm Sewer PIDll LF $61.19 583.00 S40,337.77 ·231.00 352.00 $24,354.811 ($15,982.89 260 I"Relnforced Conerete Palldllll Lot saweultremovall SY $73.67 45.00
$3,315.15 225.00 270.00 $18,890.90 $16,575.75 replacement at pump station 0.00 0.00 TOTALS $ 1,226,052.41 $1,242,800.59 $17,548.18
Pending Change Orders Date Am# HNT8# Change Bid Description Quantity Unit Cost Status Rec'd Order # Item Price Submitted New Items Addition I 812412004 PCa-01 1 1 1201 Security Fence
a Reservoir $ 8,508.94 Letter issued -91212004 PCO-02 2 2 1202 2" water tap for future irrigation @Surveyor Blvd. $ 1,912.45 Do not agree Wiring to tie-in to new irigation system Letter
to be Issued Moving A -control near pump station 9/3012004 pea-05 7 2 1204 Inconvenience Sign -Two (2) signs $ 278.59 OK 10/1312004 PCa-06 5 2 1205 Cement Stablized Sand For TXU Conduit-250
tons $ 31.37 $ 7,841.51 Evaluated -OK Request-1012612004 C0#3 N/A N/A TXU Duct Bank at Midway Road LS $ 521,472.40 Price Rejected by Town -Letter issued PCa-07 15 2 Curb and Gutter with
Slotted 12" CMP Drain $ 184.00 $ 36,800.00 12" CMP $ 85.21 $ 8,861.84 Dirt Mounds over TXU Conduit $ 1,376.57 Curb and Gutter } $ 51.13 $ 23,008.50 Letter to be Issued RCB Laterial Tie
in $ 2,493.96 15A 􀀺􀀮􀁬􀁬􀁜􀀺􀁪􀁬􀁬􀁩􀀡􀁾􀁬􀁬􀁬􀀧􀁬 Demo and Replace Existing Concrete Around Inlets $ 2,679.57 Letter to be Issued 158 Demo and Replace Existinq Asphalt Around Inlets
$ 606.44 Letter to be Issued 4/512005 PCO-08 17 4 1224 Relocate Fence at Storage Building $ 554.76 Letter to be Issued
N/A N1A N/A 8" Waterline Relocation and Lateral A-22 Conflict No Copensation -Lowered 8"main under Bid Item 8 2 1207 Steel Casing Encasement for Sanitary sewer 9 2 1208 Tnemenc paint
for Arch 98 4 1226 Paint System for T4 Railing & Pedestrian Railing LS 1227 New Price for each rail using Carboline Paint System LS 11111/2004 PCO-25 10A 108 37 􀀻􀀺􀁉􀁦􀀬􀀿􀁭􀀦􀁴􀁜􀁾􀀱
15 FT-$ 1,413.99 $ 21,20l:19..􀁾􀀸􀀵􀀺􀀭􀀱􀀽􀁩􀀧􀀭􀁣􀁾􀀮􀁾􀁾􀀭􀁾􀀮􀀮􀁌􀀺􀀭􀀢􀀧􀁾􀁪􀁦 3"00/:. $ --5,-191:uo 􀀺􀀮􀁾􀁾􀁾􀁾􀁰 $ 11 2'3""0.40 $ 95,891.59 $ 937.94 Letter issued -9/13/04 $
3,488.71 OK $ 3,202.48 To be Reviewed Paid Under Bid Itern $ 3,750.95 OK $ 18,788.37 OK Letter issued-rejecting $ 29,465.34 Breakdown request-Letter issued -8/10/05 #VALUEI OK $ 4,504.32
Letter to be :Issued $ 23,995.97 OK Letter issued -4/6105 $ 5,679.00 To be Reviewed LS LS 95 FT. Weld Splice at Span 9 Beam Connection Beam Splice Breakdown 60" RCCP Waterline and Value
6" valve by pass piping varations 60" butterfly valve support slab modifications New 10" air release;assembly and 12" ductile iron air release laterals 6" Blowott piping and manhole
change 1203 Relocating the existing Comfort Suite irrigation system from under the future sidewalk and onto comfort Suite ROW 1225 9X5 Modifications over 8" Gas Line & SBC Casing at
Midway Rd 16-Day's Delay 1209 Access handhole in stringer Electric Conduit change Qty Change to 180LF 1206 Install Isolation Valve on 8" Waterline 􀁾􀀲􀀱􀀰 to Change over to Gasket Piping
at Brickyard 1213 22422 􀁾􀀱􀀱􀀱􀀱􀀱􀀱􀀱 43 16 18 12 9/912005 PCO-12 9/16/2004 PCO-17 7/1912005 PCO-19 11/9/2004 PCO-13 4/512005 PCO-27 4/2612005 11/9/2004 PCO-23 11/912004 PCO-24A 11/9/2004
PCo-248 612112005 7/1112005 711212005 10/1812004 PCO-21 1211312004 PCO-26
1/1412005 PCO-28 13 2 1214 Install 12" Isolation Gate Valves 1215 Relocate BUilding Service 1216 Lowering of existing 12" main complete -LF $ 3,200.00 OK $ 1,485.02 OK $ 11,344.96 OK
4 1228 Comfort Suite -Irrigation System in front of ROW EA $ 135.00 $ 31,050.00 OK $ 4,905.00 Rejected $ 4,903.14 $ 4,903.14 Rejected $ 4,568.84 $ 4,568.84 OK to Applv to C0#5 $15,375.66
To be Reviewed $15,374.09 $13,698.14 $ 13,698.14 OK to Apply to C0#5 To be Reviewed 1-0 OK to Apply to C0#4 To be Reviewed Dropped Letter Issued-5/2/05 Letter Issued-5/10/05 $ 1,317.44
Letter Issued-5/24/05 $ 1,267.29 $ 1,267.29 OK to Apply to C0#5 $ 551.65 Letter Issued-8/12105 LS $ 4,315.26 $ 1,749.99 $ 1,749.99 8/1212005 OK to Apply to C0#5 $ 3,905.51 $ 3,905.51
$ 1,494.36 $ 1,432.78 $ 1,432.78 OK to Applv to C0#5 $ 2,806.41 $ 5,612.82 $ (32.83) $ (4,924.50) $ 136.07 $ 408.21 LS 1111112150 3 Addison Road Dropped work -moved Tap to near Comfort
Suites Additional Changes for 8''waterline relocation 1232 New Lateral C -3A: Additional Inlet, RCP RCP pipe & Tie-in Rej. 1 -4ft Recessed Inlet =$ 1,964.78/EA 1 -Tie-in to installed
RCP Pipe =$ 524.36/EA 224 Addition 8ft recessed Inlet at Bid Item Cost 1231 SGT (8)HB -03A Guard Rail System Clearification $2,806.41/ea 151 SGT (8)-03A Single Guardrail Terminal Deduction
1236 MBGF Inlet Post -Fum. & Install. 1217 Portable Changeable Message Boards 1240 Surveyor Blvd. 1242 Cost related to MSE tr2. Extension 1239 Demo of Existing SBC Manhole I Conflict
with Sanitary Sewer 2 -Day Delay Claim Revised backup for costs 1238 Locate Existing 8" Valve @Confort Suite 4 1229 Forming & Placing Concrete Closing Opening in Exist. Box Convert 4244
1230 10' X 6' RCB Conflict at Surveyor Blvd. Sanitary Sewer Casing (2-Day's) II :illlllilllll 1/14f2005 PCO-29 14 4/512005 PCO-30 19 19A 9/8/2005 91302005 19B 9/8/2005 9/302005 19C 190
5/412005 PCO-37 20 5/16/2005 9/812005 9/2.D/2005 7/1912005 PC0-41 23 7/1912005 PCO-42 24 812912005 PCO-44 34 7/1912005 PCO-45 25 9/812005 912012005 6//23105 PCO-46 21 6/2312005 PC0-48
22
l1li 1245 I 􀁾􀁾 LS $ 672.00 Letter Issued 8/1212005 1 $ 860.40 LS $ 3,075.61 1 LS $ 917.38 OK to Apply to C0#5 1 LS $ 11,907.24 URS TO COMMENT LS $ 1,500.00 Letter Issued LS $ 1,524.90
Place on C0#4 LS $ 9,197.96 $ 15,108.86 At time of meeting requested further breaddown by mob & Tonnage $ 6,000.00 $ 6,000.00 LS Letter Issued $20,000.00 $ $16626.77 $ 16,626.77 OK to
Applv to C0#5 LS $ 300.00 OK to Apply to C0#5 URS TO COMMENT LS URS TO COMMENT 11111 Change of Top for 'Y' Inlet Aviation Light on Top of Street Lights Rec'd proposal for Lights & Wire
Adjusted proposal for 11 street lights wired aviation light on top Type C Lighting Changes (3 parts) Additional Drivers -72 Additional TVSS -.72 Fabrication of new Reflectors Stinger
Shape Letter from Archer Western Rework forms on West End of Charater Furniture Lot Dropped ISpan #9 -Diaphragms Coupler Splicer in Diaphragms # 9, 10 &11 Rebar Conflict Diaphragm #6
322 Additional Lighting control center 1234 Pedestrian Rail Pennant Material & Welding Changes 1235 Traffic Signal Foundation Enlargement Received PCO withchanQed cost will process 1233
Police Escort for Delivery of U-Beams Thru Dallas 1246 Railroad Grade Crossing Ashplat Tie-in 2" Drop Slap at Rail Road Tracks Revised cost wlAddison road tie-in 1243 T-4 Transition
Adjustment -Formwork 4444 N/A •• 26 28 27 33 32 31 30 35 36 39 38 29 9/912005 PCO-52 PCO-54 9/8/2005 912012005 8/1612005 8/15/2005 8/31/2005 PC0-64 9/1812005 8/3112005 P00-55 7/1912005
PCO-51 8/1112005 8129/2005 PCO-57 8/1912005 PC0-62 9/912005 10/412005 7/1912005 PCO-50
• 9/1612005 5058 40 5 1247 Changed.Concrete Mix Design 1 $ 932.77 $ 932.77 and Additional 5days OK to Apply to C0#5 9/1612005 PCO-53 41 1248 Diaphragm Rebar Conflict and modification
1 $12,491.62 $ 12,49t.62 31 day extension #5049 Revised after change order review meeting 28 day extension 1 $10,520.45 $ 10,520.45 OKto Apply to C0#5 10/312005 42 Required .Credit for
mortar bed to sand/portland bed $ ·(0.60) 10/612005 Letter-with only a 20 cent credit per sf for AIW 2000 $ :(0.20) $ (400.00) 1012812005 43 Additional length of Sercurty fence post
at modular wall along DWU 1 $ 2,111.00 $ 2,111.00 OK to Apply to C0#5 11/312005 44 I Aviation Light on Top of Pedestrian Lights ,,'J-􀁾 -additional combination street/pedestrian light
base poles 11/1012005 45 Analysis repair to Diaphragm #6 by URS 1 $ 1,705.00 $ 1,705.00 1111412005 46 Pipe Bollard and striping at Absolute parking lot 450
Tariff for Retail Delivery Service TXU Electric Delivery Company 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: January 1, 2002 6.3.1 Facilities Extension
Agreement Project Number WRNumber Region/District 2157151 Farmers Branch Page 2 of 23 Revision: Original This Agreement is made between Town of Addison, hereinafter called "Customer"
and TXU Electric Delivery, a Texas corporation, hereinafter called "Company" for the extension of Company Delivery System facilities, as hereinafter described, to the following locations
on Arapaho Road: on the north side of the road, 1200 feet east of Surveyor, from 10 feet east in the existing line; on the north side of the road, 260 feet west of Midway Road, from
10 feet east in the existing line; and on the south side of the road, 188 feet west of Addison Road, from 10 feet east in the existing line. The Company has received a request for the
extension of: (check all that apply) o STANDARD DELIVERY SYSTEM FACILITIES TO NON-RESIDENTIAL DEVELOPMENT Company shall extend standard Delivery System facilities necessary to serve
Customer's estimated maximum demand requirement of kW ("Contract kW"). The Delivery System facilities installed hereunder will be of the character commonly described as volt, _ phase,
at 60 hertz, with reasonable variation to be allowed. o STANDARD DELIVERY SYSTEM FACILITIES TO RESIDENTIAL DEVELOPMENT Company shall extend standard Delivery System facilities necessary
to serve: ====-::-AII-electric residentiallot(s)laparbnent units, or (Number of lotsIunlts) =-:-===-::-Electric and gas residentiallot(s)laparbnent units. (Number of lotsIunlts) The
Delivery System facilities installed hereunder will be of the character commonly described as volt, phase, at 60 hertz, with reasonable variation to be allowed. 181 NON-5TANDARD DELIVERY
SYSTEM FACILITIES Company shall extend/install the following non-standard facilities: TXU Electric Delivery will set five meters and install three points of delivery along Arapaho Road.
Two meters. meters. one for pedestrian and one for street lighting. will be set in Customer installed cabinets near station 45+50 of the Arapaho Road paving plans and served from a TXU
ED installed subsurface box. Its source is an underground riser and overhead transformer installed on a new pole. One meter will be set in a Customer installed cabinet near station 57+87
to meter bridge lighting. Its source is an overhead transformer and underground riser installed on a new pole. Two meters. one for pedestrian and one for street lighting. will be set
in Customer installed cabinets near station 85+70 and served from a TXU ED installed subsurface box. Its source is a new underground riser installed on an existing pole with overhead
transformer. ARTICLE I -PAYMENT BY CUSTOMER
Tariff for Retail Delivery Service TXU Electric Delivery Company 6.3 Agreements and Forms Applicable: Entire Certified Service Area Page 2 of 23 Effective Date: January 1, 2002 Revision:
Original At the time of acceptance of this Agreement by Customer, Customer will pay to Company One thousand nine hundred and forty Dollars ($ 1940.00) as payment for the Customer's portion
of the cost of the extension of Company facilities. in accordance with Company's Facilities Extension Policy, such payment to be and remain the property of the Company. ARTICLE 11-NON·UTILIZATION
CLAUSE FOR STANDARD DELIVERY SYSTEM FACILITIES This Article II applies only to the installation of standard Delivery System facilities. a.The amount of Contribution in Aid of Construction
("CIAC") to be paid by Customer under Article I above is calculated based on the estimated data (Le., Contract kW or number and type of lots/units) supplied by Customer and specified
above. Company will conduct a review of the actual load or number and type of lots/units at the designated location to determine the accuracy of the estimated data supplied by Customer.
If, within two (2) years after Company completes the extension of Delivery System facilities, the estimated load as measured by actual maximum kW billing demand at said location has
not materialized or the estimated number and type of dwelling units/lots at said location have not been substantially completed, Company will re-calculate the CIAC based on actual maximum
kW billing demand realized or the number and type of substantially completed dwelling unitsllots. For purposes of this Agreement, a dwelling unit/lot shall be deemed substantially completed
upon the installation of Company's meter. The installation of a Company meter in connection with Temporary Delivery Service does not constitute substantial completion. b.Customer will
pay to Company a "non-utilization charge" in an amount equal to the difference between the recalculated CIAC amount and the amount paid by Customer under Article I, above. Company's
invoice to Customer for such "non-utilization charge" is due and payable within fifteen (15) days after the date of the invoice. ARTICLE III -TITLE AND OWNERSHIP Company at all times
shall have title to and complete ownership and control over the Delivery System facilities extended under this Agreement. ARTICLE IV -GENERAL CONDITIONS Delivery service is not provided
under this Agreement. However, Customer understands that, as a result of the installation provided for in this Agreement, the Delivery of Electric Power and Energy by Company to the
specified location will be provided in accordance with Rate Schedule 6.1.1.6 Lighting Service -Schedule D, which may from time to time be amended or succeeded. This Agreement supersedes
all previous agreements or representations, either written or oral, between Company and Customer made with respect to the matters herein contained, and when duly executed constitutes
the agreement between the parties hereto and is not binding upon Company unless and until signed by one of its duly authorized representatives. ARTICLE V -OTHER SPECIAL CONDITIONS The
Town of Addison agrees that the payment indicated in ARTICLE I of this Agreement shall be made within 30 days of the date the project is completed or the date the invoice is received,
whichever is later. ACCEPTED BY COMPANY: Signature Title Date Signed ACCEPTED BY CUSTOMER: Signature Title Date Signed
Weekly Meeting Agenda Date: Tuesday Aug. 23,2005 Time 10:00 A.M. Location: Field Office I. Safety Issues Arapaho Road Phase III 2. Type B light fixtures URS has the submittal Guy said
to install 1-%" conduitfrom the outside beam to the Type B light location. Where should the conduit be located? 1. Maintain traffic control at Midway Road, Surveyor Blvd. & Addison Road
The Town suggested traffic barrels on Addison Road lane closure. The V.P.'s appear to be working OK. 8-23-05. II. Submittals/RFI's 􀀺􀀬􀀢􀁾􀂷􀀱􀀮 Plaque 􀁾􀁾 A1W received a description
of the plaque but we still need a location. C.,v9 If} IJI-(i..' 􀁾􀀮 ('/"t\. III. Old Business 1. A1W awaiting details for revised 10" air release valve. No response yet. 8-23-05 2.
Received revised roadway grades for RR crossing areas. AIWis calculating the difference in quantities and extra work related to grade changes. 6-14-05 The information has not been sent
to HNTB. 7-19-05 Information has been given to HNTB. IV. Change Orders 1. The Painting system has been decided and pricing will be submitted by 6-21-05. The pricing has been submitted,
Archer Western is awaiting a response. HNTB has the pricing and requests additional information. Two separate CO. 's have been submitted. Additional backup has been submitted. HNTB has
verbally approved Price, Guy is to send letter, approving the price8-2-U5 HNTB has verbally approved Price, Guy is to send letter, approving the price8-/6-05 Guy said letter would be
delivered by the end ofthe week. 2. Irrigation Changes at Surveyor, Midway and Addison.
4. T-4 transition at wall #2.,l. 􀁾 , V M' 􀁾􀁢􀁾􀁾􀀱􀀮 • ISC. PCO-30 was submitted in April 05. Work will begin soon, 8-9-05 Work will begin soon. 8-16-05 Work will begin soon. 8-23-05
V. New Business 􀁾􀀱􀀮 HJ\JTB stated that the town will be requesting airport lights on street lights. --9' f' Jenny will check on this. 1'&.5/􀁾 AJ' A/W has received a letter for the
lights. '(;.􀁾􀀮􀀱􀀺􀀧􀀭 A/W will submit pricing. 􀁾􀀨􀀲􀁦 􀁾􀁴􀀢􀀭 . 7J 2. Inlet protection. 􀁾 3. "itch east of Midway needs cleaned out. /\ \11' (,v 􀁾􀀨􀀬􀁜􀁌 . p;() "?Jl 􀀼􀀬􀁾􀀮
I"l f 􀁴􀁾􀀧􀁊 1. Ito we have an answer on the paving at the East RR Track? 2. Sidewalk grades at water storage building and Surveyor Blvd. 3. Sidewalk at Comfort Suites. VI. Schedule
1 Review Weekly Schedule
11. 􀁪􀀪􀁾􀀬􀀧 8/23/2005 􀁾􀁶􀁊􀁦􀀿 ARAPAHO ROAD 􀁾􀁾 . I Current Week Next Week Following Week • : j' 􀁾 ': 􀂷􀁬􀀬􀀧􀀬􀀬􀀢􀁾􀀮􀀧 i>•,-" . M T W T F SIS M T W T F SIS M T W T F SIS '.
I ': .• 􀁾 :. 􀁾 􀁾 ': Activity Description Prod 22 23 24 25 26 27 29 30 31 1 2 3 5 6 7 8 9 10 SUBS/NOTES Dirt and Utilities Site Grading X X X X X X X X X X X X X X X X X X Backfill
Paving X X X X X X X X X X X X Bridge Work .lb.n . Diaphrams Span 9 wYJV.􀁾􀁾r..-X X X X X X X X X X X X X X X X X X Deck Panels ----/>1'< AfIJ'r X X X X X X 􀁏􀁶􀁥􀁲􀁨􀁡􀁮􀁧􀁳􀀨􀁄􀁥􀁣􀁫􀁾􀀯􀁓􀁅􀁊
X X X X X X T 4 Rail '----./X X X X X X Set T-4 Steel Rail X X X X X X X X X X X X X X X X Paving Arapaho Rd. X X X X X X X X X Parking Lots X X X X X X X X X 􀁾 Miscellaneousl Subs
, Inlets X X X X X X X X X X X X Inlet Spec Electrical X X X X X X X X X X X ·X X X X X X X S&J SawlSeal ..t\ ,UJI-A S N E E D E D Primate 􀁆􀁬􀁡􀁾􀁲􀁫 rJUVI' X X X X X X X X X X X X
X X X American Landscape 􀁉􀁲􀁲􀁾􀁧􀁩􀁴􀁩􀁯􀁮 r X X X X X X X X X X American Landscape Paint Bridge Spans 1-8·..J X X X X X X X X X X X X Scott Derr Painting Mod. Ret. Wall & Fences,
\ X X X X X X American Landscape I ,K' .u tif􀁾 􀁾Or.! R! 􀁾􀁏 "x,,-
S & J Electric ARAPAHO ROAD PHASE III 3 WEEK SCHEDULE August22,2005 Current Week Next Week Following Week 􀁾ELECTRIC Activity Description Prod M T W T F SIS M T W T F SIS M T W T F SIS
22 23 24 25 26 27 29 30 31 1 2 3 5 6 7 8 9 10 Notes Traffic Signals Switch SiQnals at Surveyor to new Complete Conduit and Cables Drill shafts and Pour at Addison Rc Complete Pull in
cable at Addison Rd. RFI Submitted on 8/22/05 Move siqnal Poles at Addison Rd. BridQe LiQhtinQ Rough-in Anchor Bolts and X X X X X X X X X X X X X X X Conduit for F and G Lights Rouqh-in
Conduit for C Lights X X X X X X X X X X X X X X X Rough-in Junction Boxes in Rail X X X X X X X X X X X X X X X Rough-in Conduit for A, B,E X X X X X X X X X X X X X X X LiQhts, and
Receptacles Run Conduit for Pwr at LDC A&B Run Conduit and set GB1, 2, 3 at No.8 Rough-in Conduits in Diaphrams X X X X X X X X X X Install Ground Triangle at No.8 Run Conduit for Type
0 LiQhts X X X X X X X X X X X X X X X Run Conduit, set GB"s at No. 11 Complete Pedestrian/Street Lighting Trench Conduit for Pedestrian X X X X X X X X LiQhtinq East of Midway Trench
Conduit for Street Lights X X X X X X X X East of Midway Drill & Pour shafts for Pedestrian X X X X X X X X X X & Street liqhts East Midway NOTE: GB= Ground Box
JOB NAME: Arapaho Road WALSH PROJECT: #204059 CHANGE ORDER LOG UNRESOLVED lAST UPDATED: Page 1 AAS C.P. AW ITEM PCO # LETTER DESCRIPTION STATUS AMOUNT Contact WHO'S COMMENTS # DATE OTY
UNIT SUBMITTED Days COURT Submitted 27 1 4/4/2005 FURNISH WELD SPLICE AT U-BEAMS SPAN # 9 1 LS SUBM $23,482.00 18 HNTB Plan Conflicts, Price Submitted, Price Rejected by HNTB, This item
is in Dispute by AW, Ben furnished additional time on 8/27/05 30 5031 4/512005 IRRIGATION WORK AT SURVEYOR 1 LS SUBM $4,905.20 2 AW Move controller, changed service location, added meter
& pioing, Price submitted,Verbal aDDroval reauested bv AW, No response from HNTB 30 5032 4/512005 IRRIGATION WORK AT MIDWAY 1 LS SUBM $15,375.66 AW Add Tee, valve, riser to provide irrg
at west Midway, Price Submitted, No Response from HNTB 32 . 5035 8129/2005 FURNISH GRATE INLET AT LATERALA-1 1 LS SUBM $300.00 HNTB At Watson Taylor driveway, currently a Ty ·Y" , price
is to modify, HNTB Verbally Rejected, Work being Reconsidering 37 5035 5/4/2005 RELOCATE 8" WATERLINE AT COMFORT SUITES 1 LS SUBM $1,609.25 HNTB Price for demo & removal of line in driveway
as reauested bY HNTB, Price Submitted, No resPonse from HNTB, Ben furnished additional on 8/27/05 41 5038 7/19/2005 PLUG RCB LINE "B" AT MIDWAY 1 LS SUBM $551.65 1 AW Plug existing hole
in box not shown, Force acct work, Price submitted, No Resporise from HNTB 42 5025 7/19/2005 10' X 6' RCB CONFLICT WI SANT SEWER @. SURVEYOR 1 LS SUBM $4,315.26 2 AW Box culvert conflict
􀁷􀁾􀁨 water line, Force acct work, Price submitted, No response from HNTB 45 5041 7/1912005 DEMO SBC MANHOLE 1 LS SUBM $3,905.51 2 HNTB Conflicted with sewer line, Force acct work,
Price submitted, No response from HNTB 5043 8/16/2005 TXU POWER LINES @. MIDWAY 1 LS SUBM $30,090.00 75 HNTB TXU Delav in moving Dower lines at Midwav Road, Drainaae effected at east
end of proiect 44 5039 8/29/2005 MSE WALL #2 EXTENSION PIPE CHANGES 1 LS SUBM $1,813.33 TBD HNTB Wall #2 extended, Price for demo inlet, plua pipe onlv 54 5050 8/29/2005 REWORK FORMS-TRANSISTION
@. WALL #1 1 LS SUBM $994.80 HNTB 􀁒􀁥􀁷􀁯􀁲􀁫􀁰􀁥􀁲􀁈􀁎􀁔􀁂􀁳􀁫􀁥􀁾􀁨 5056 8/29/2005 REVISED TRAFFIC SIGNAL FOUNDATION @.ADDISON RD 1 LS SUBM $1,524.90 TBD HNTB Desian chanae to increase
foundation size 5064 8/31/2005 FAA OBSTRUCTION LIGHTS 1 LS SUBM $20,797.29 TBD HNTB Owner requested liahts on iIIuimation poles TOTALS $109,664.85 100
JOB NAME: Arapaho Road WALSH PROJECT: #204059 CHANGE ORDER LOG LAST UPDATED: APPROVED Page 1 CHANGE ORDER SUBMITTAL REVIEW ACTION C.P. C.O. AW ITEM # # LETTER DESCRIPTION STATUS AMOUNT
AMOUNT DAYS COMMENTS DATE QTY UNIT SUBMITTED APPROVED REQSTD 5001 1 8/24/2004 TEMPORARY FENCE AT DWU PUMP STATION 450 LF APPRV $8,508.94 $8,508.94 NO TEMPORARY FENCE PROVIDED IN PLANS
5002 2 9/2/2004 IRRIGATION WORK AT ADDISON PUMP STATION 1 EA APPRV $1,912.45 $1,912.45 RELOCATES TO AVOID CONFLICT 5003 2 10/1212004 INFORMATION SIGNS 2 EA APPRV $278.13 $278.13 INFORMATION
SIGNS 5004 2 10/13/2005 REDESIGN AT TXU ELECTRICAL CONDUITS 1 LS APPRV $7,841.51 $7,841.51 14 DRAWINGS DELAYED 5005 2 9/30/2004 INSTALL 8" INSOLATION VALVE AT STORAGE BLDG 1 LS APPRV
$937.94 $937.94 TO ALLOW RELOCATION DURING DAY TIME HOURS 5006 2 DELETE RAILROAD CROSSINGS FROM CONTRACT -380 LF APPRV ($140,980.00) ($140,980.00) PER TOWN OF ADDISON 5007 10/18/2005
RELOCATE 8" WATERLINE AT STORAGE BLDG 8 LF APPRV $1,165.00 $1,165.00 QTY ADJUSTMENT, PAID FOR AS 8" WATERLINE LOWERING 5008 2 11/1/2005 FURNISH 1INSTALL FLOW FILL AT STEEL CASING 1 LS
APPRV $3,750.95 $3,750.95 SANITARY SEWER ENCASEMENT 5009 2 11/9/2005 PAINT ARCH 1 LS APPRV $18,788.37 $18,788.37 REVISED PAINT TYPE 5010 2 11/1/2005 STRUCTURAL STEEL MODIFICATIONS -STINGER
4 EA APPRV $2,674.44 $2,674.44 ADDED OPENING IN STINGER 5011 2 12/13/2005 FURNISH O-RING PIPE AT BRICKYARD 1 LS APPRV $22,178.00 $22,178.00 CHANGED RC PIPE TO GASKET PIPE DUE TO HAZARDOUS
WATER 5012 2 1/14/2005 RELOCATE 12" WATERLINEAT SURVEYOR 1 LS APPRV $16,029.92 $16,029.92 CONFLICT WITH BOX CULVERT 5013 2 1/1412005 FURNISH MESSAGE BOARDS 230 Day APPRV $31,050.00 $31,050.00 PER TOWN OF ADDISON 5014 2 9/16/2005
FURNISH IRRIGATION CHANGES AT COMFORT SUITES 1 LS APPRV $3,488.71 $3,488.71 RELOCATES 5024 2 1/4/2005 6" CRCP REVISIONS 5470 SY APPRV ($19,887.00) ($19,887.00) CHANGED PARKING LOTS TO
6" PAVING 5027 2 1/4/2005 12" CMP SLOT DRAIN 112" CMP 294 LF APPRV $43,822.00 $43,822.00 SLOT DRAIN ALONG MSE #2 TO ALLOW DRAINAGE FROM PARKING LOTS 5028 2 1/4/2005 DIRT MOUNDS AT TXU
CONDUITS 1 LS APPRV $1,376.00 $1,376.00 ADDITIONAL DIRT TO COVER TXU CONDUITS OVER 60" WATERLINE 5029 2 1/4/2005 LATERALS TIE IN'S TO RCB 2 EA APPRV $2,494.00 $2,494.00 ADDITIONAL TIE
IN'S TO ALREADY PLACED RCB 5030 2 1/4/2005 CURB & GUTTER 126 LF APPRV $6,442.00 $6,442.00 ADD C & G FOR DRAINAGE 5045 2 STRUCTURAL EXCAVATION 844 CY APPRV $3,376.00 $3,376.00 QTY ADJUSTMENT
5046 2 8" REINF CONC PARKING LOT@PUMPSTATION 225 SY APPRV $16,575.00 $16,575.00 QTY ADJUSTMENT 5047 2 CONC RETAINING WALL, CL "P' 345 CY APPRV $102,099.00 $102,099.00 QTY ADJUSTMENT
5054 RELOCATE 8" WATERLINE @MSE WALL #4 180 LF APPRV $26,220.00 $26,220.00 QTY ADJUSTMENT, 8" WATERLINE IN CONFLICT WITH MSE WALL FOOTING, LINE WAS RELOCATED 4/5/2005 RELOCATE FENCE
AT STORAGE BLDG 1 LS APPRV $554.76 $554.76 FENCE IN CONFLICT WITH WATER LINE 5023 7/19/2005 9 X 5 BOX MODIFICATION 1 LS APPRV $3,050.00 $3,050.00 16 BOX CULVERT IN CONFLICT WITH GAS
LINE & SBC DUCTBANK 5026 7/11/2005 PAINT RAILS 1 LS APPRV $29,465.34 $29,465.34 CHANGED PAINT SYSTEM FOR METAL RAILS
JOB !\lAME: Arapaho Road WALSH PROJECT: #204059 CHANGE ORDER LOG LAST UPDATED: APPROVED 31-Aug-oS Page 2 CHANGE ORDER SUBMITTAL REVIEW ACTION C.P. C.O. AW ITEM # # LETTER DESCRIPTION
STATUS AMOUNT AMOUNT DAYS COMMENTS DATE QTY UNIT SUBMITTED APPROVED REQSTD 5033 4/5/2005 IRRIGATION WORK AT COMFORT SUITES 1 LS APPRV $3,577.65 $3,577.65 ADD PIPE, ETC TO IRRIGATION
NOT PREVIOUSLY SHOWN ON CONTRACT DRAWINGS 5051 6/2212005 SGT (8) HB-03A CHANGE 1 LS APPRV $5,608.82 $5,608.82 PLAN AND BID ITEM CONFLICT 5051 6/22/2005 MBGF INLET POST 1 LS APPRV $136.07
$136.07 PLAN CONFLICT WITH INLET 5052 6/2212005 TIE INTO 24" GASKET RCP 1 EA APPRV $524.36 $524.36 DESIGN CHANGES ADDED INLET AT RlR TO DRAIN AREA 5042 7/19/2005 BEAM ESCORTS -POLICE
1 LS APPRV $672.00 $672.00 NIGHT TIME POLICE TO HANDLE TRAFFIC 5044 7/19/2005 PEDESTRAIN RAIL MODIFICATIONS 1 LS APPRV $3,075.61 $3,075.61 DESIGN CHANGE INCREASED PENNANT THICKNESS TOTALS
$206,805.97 $206,805.97 30
CHANGE ORDER LOG UNRESOLVED JOB NAME: Arapaho Road WALSH PROJECT: #204059 LAST UPDATED: 31-Aug.Q5 Page 1 CHANGE ORDER SUBMIDAL REVIEW ACTION AAS C.P. AW AW ITEM PCO # LETTER LEDER DESCRIPTION
STATUS AMOUNT Proposed WHO'S COMMENTS # # DATE QTY UNIT Contract COURT Days 12 1 60' WATERLINE REVISIONS OPEN PENDING HNTB/AW DWU chanCles, awaiting revised drawing, AW to submit pricing
52 5048 REWORK FORMS @CHARTER PARKING LOT PER GUY OPEN AW HNTB Verbal Direction to revise fDrming 53 5049 DDn 7/21/2005 DIAFRAM REBAR CONFLICTS OPEN PENDING AW Current changes with cDuplers
& rebar 5053 REVISE TY "C" LIGHTS OPEN PENDING HNTB/AW Desiim ChanQes will revise reflectDr plates, add drivers & surge prDtectDrs, verbal approval Df materials 5055 PROVIDE STRUCTURAL
ANALYSIS FOR STRESSING PER HNTB OPEN AW AW submitted nDtice to TDwn Df AddisDn, Structural Analysis currently beinCl drafted 5057 RAIL ROAD GRADE CHANGES OPEN AW Grades chanCled Qtv's,
Verbally being discussed 5058 DIAFRAM CONCRETE DESIGN CHANGE OPEN PENDING AW Design Design change requested bv Engineer to furnish a new cDncrete mix design 5059 ASPHALT AT RlR CROSSINGS
OPEN AW HNTB Verbal request tD nDtch the pavement and prDvide a asphalt tDpoino at RlR tracks 5060 REVISED SITEWORK DRAWINGS-WEST OF MIDWAY OPEN HNTB Waitino Dn revised drawings 5061
T-4 RAIL END TREATMENTS OPEN AW AW working Dn price 5062 U-BEAM QUANTITY ADJUSTMENT OPEN AW AW tD submit qty adiustment 5063 ADDITIONAL LIGHT CONTROL CENTER OPEN AW/S&J AW tD submit
qty adjustment TOTALS 0
v Pending Change Orders 5 /.vI TCf/j=AJ"t-J 5/..Je12 tvltV k-/􀁾 A,.,., tide ts Wi(-r -"'7:!s .../".0'1/.-,􀁓􀁾􀀮􀀾􀀮􀁊􀁽􀁳 PIJJ"'"'T f?v5 1 􀀮􀀬􀁯􀁾 􀁖O􀁙Af I􀀯V' 􀁾 􀁦􀁾􀀧􀁊􀀻􀀻􀁾􀀭􀁬􀁥􀁴􀁹
􀀯􀁾􀁦􀁢􀁶􀀭􀀿 􀁃􀁍􀁾 pretp ApJ1/1?p.....􀁾􀁻􀁾 Ctfq--1rt!e 􀁲􀁲􀁾 􀁃􀁁􀀭􀁊􀁾 􀁾t.s pew-,J/.?'V 􀁁􀁬􀁾 􀁾 􀁐􀁻􀁾 􀁃􀀭􀁍􀁾􀁴􀁥 􀁾 ;?tA<-wtf 􀀴􀁹􀁾 f vPt:e-_ D./V 􀁾 IN i-:bsro. 􀁏􀁉􀁓􀁾
I PA2et..e--er 􀁾 􀀧􀁩􀀧􀁾􀁖􀀢􀀴􀁊 􀁾 { 􀁣􀀮􀀻􀀮􀀮􀁾 p/&e>...... tele. 􀁔􀀷􀁾 􀁾 Cl f-J41.IVf f/l.1'O . ""1 .s1lJ'2A 􀁾􀁾 AIW# Change Bid Description Unit Cost Agreed Order # Item Price
Submitted Cost Value PCO-01 1 1201 Security Fence a Reservoir $-8,508.94 􀀤􀁾/""-. 􀀢􀀧􀁾􀀭􀀧 .',-_/PCO-02 2 1202 2" water tap for future irrigation @Surveyor Blvd. $ 1,912.45 Wiring
to tie-in to new irigation system -------Moving A -control near pump station 􀁾 '-PCO-17 2 1203 Relocating the eXisting Comfort SUite irrigation 􀁲􀁾􀀳􀀬􀀴􀀸􀀸􀀮􀀷􀀱 ")--./I system from
under the future sidewalk and onto comfort Suite ROW PCO-05 2 1204 Inconvenience Sign -Two Two (2) signs $ 278.59 ,/PCO-06 2 1205 Cement Stablized Sand For TXU Conduit-250 tons $ 31.37
$ 7,841.51/􀁾 PCO-07 2 r Curb and Gutter with Slotted 12" CMP Drain $ 184.00 $36,800.00 ') Y12" CMP $ 85.21 $ \'8,86h84 ( 1/Dirt Mounds over TXU Conduit $ 􀁾1,376.57 /N' Curb and Gutter
$ 51.13 􀀤􀀲􀁾 --r RCB Laterial Tie in $ 􀀲􀀬􀀴􀁾􀀶 tV Demo and Replace Existing Concrete Around Inlets $ 2,679.57 ,¥ Demo and Replace Existing Asphalt Around Inlets $ 606.44 /PCO-08
2 1206 8' Gate Valve $ 937.94 ./---/./PCO-23 2 1207 Steel Casing Encasement for Sanitary sewer $ 3,750.95 --PCO-24A 2 1208 Tnemenc paint for Arch $ 18,788.37 -PCO-25 2 1209 Acess handhole
in stringer and conduit for future electric $ 4,504.32 ------PCO-26 2 1210to Change over to Gasket Piping at Brickyard $' 23,995.97 \"
,/1 (N' tpf/o/f"o/l7; L"> 􀁥􀁾􀀧 pt..i6 '= s/Pt8(0/􀁾 F.At t-e.p ()YI-' 􀁾 TTr? t.--( T c.;--?c'4L U---At-c (T7Ie y Fte.-􀁾􀀻􀁏 ('V "'f Ftoe; tv-/t!1te 7f. p(t-LT1/Cf<+-Pd,e l1'e" 􀁾
.M I fJlIY/ry 􀁾􀁪􀀩 • 31,050.00 􀁉􀁾 " 􀁾􀀢􀀢􀀧􀁃􀁐􀁴􀁥􀀭 . 􀁾􀁃􀁾 $(140,980.00) _,$ 􀀨􀀱􀀧􀀹􀀺􀀸􀀸􀀶􀀮􀀸􀀰􀁾􀁾 $ 4.00 $ 295.94 $ 135.00 I $ Structural Concrete Walls (t.. F-) Structural
Excavation Bid Item Changes· Deduction (Credits) Furnish and peace 10"thick reinforced Cone. P;vement Portable Changeable Message Boards 1213 (1217 r 155 IFurinsh and Install Concrete
Railroad Crossing 22 I r1210 2 PCO-29 f'V""'-/fiT "'"";4 17 tJ;z./,-51 &'1/􀁃􀁾 PCO-28 1214 Install 12" Isolation Gate Valves $. 3,200.00 Pi r1215 Relocate Building Service $ 1,485.02
!'1216 Lowering of existing 12" main complete -LF $ 11,344.96__ s1fl<101C􀁾􀁲􀁴􀁬 1144 􀁾􀀮􀁉 􀁾􀀱􀀴􀀵 //I ..),/.-'.".,) 􀁬􀁬􀁾􀁾
ARAPAHO ROAD PHASE III FUNDING UPDATE Developed March 1, 2005 Project Bafances as of December 31, 2004 Comments Fund 41 -Street Capital Project Fund Fund 46 -2000 Capital Project Fund
Fund 44 -2002 Capital Project Fund Fund 47 -2004 Capital Project Fund Total Project Balances $ 1.247.842 803.744 11.990.624 $ 14,042.210 Project Requirements as of December 31, 2004
Under Contract: Archer Western Contractors Ltd. HNTB Design Contract HNTB Construction Inspection Contract HNTB Landscape Architecture Contract Additional Work Authorized: Archer Western
Change Order #2 TXU Electric Utility Relocation SBC Utility Relocation Fanners Branch Water Line Relocation Additional Work Identified: Archer Western Incentive Payment HNTB Additional
Construction Inspection DGNO Railroad Crossing Total Project Requirement Project Balance Revised: 4:24 PM $ 12.028.332 56,381 310.310 4.365 12.399.388 95.000 282.000 39.000 88.720 504.720
200.000 337.800 1.300.000 1,837.800 $ 14,741.908 $ (699.698) Per 12/20/04 Invoice -Original contract was $16.702,578.42 plus $8.509.00 change order. Per 10/15/04 Invoice -Not received
and paid until February 2005. Per 01/28/05 Invoice -Invoice was for $124.376.16 going back to 01/23/02!1! Per 04/09/04 Invoice -Remaining of original $87,291 contract. This amount Is
an estimate and may be on the "high side". Paper work expected soon.
ARAPAHO ROAD PHASE III CHANGE ORDER STATUS PCO# DESCRIPTION 14 relocate fence at storage buileding $554.76 0 Agreed 0 19 box modifications @midway $3,050.00 ".J6, Agreed 􀁾􀀺􀁻􀁬􀁚􀀺􀀺
.."., $29,465.34 0 A reed 0 $23,482.00 30 irrigation work @surveyor $4,905.20 2. Pending 0 Need further cost breakdown 30 irrigation work @midway $15,375.66 2 Pending Need further cost
breakdown 30 irrigation work @comfort suites $3,577.65 0 Agreed 0 30 irrigation work @addison $49,029.13 Pending Work Deleted 0 32 furnish grate inlet 0 0 AW to Clarify Costs 37 relocate
water line @comfort suite $1,609.25 0 0 AW to Clarify Costs 41 plug rcb line @midway $551.65 1 Agreed .:6< 42 rcb/sanitary conflict @surveyor $4,315.26 2. Agreed 0 45 demo sbc manhole
$3,905.51 2 disagree on labor hrs. <: co to include 46 sgt (8) revision $5,608.82 0 Agreed 0 credit 46 mbgf inlet post $136.07 0 Agreed 0 '--46 mbgf steel 0 Deleted 0 48 tie into 24"
gasket $524.36 0 Agreed ,0 50 beam police escort $672.00 0 Agreed <r -', $3,075.61 0 A eed 0 1Jc.'V $30,090.00 75 $25,400.00 􀀬􀀬􀁾 Total Requested $179,928.27 􀁾􀀧􀀿􀀻 Total $76,931.52
74 􀁴􀁾 P=dmg $25,795.62 Q􀁦􀀡􀁊􀁾/,9fiJrJ'v 􀁾􀁾 " 􀀨􀀯􀀨􀀧􀁾􀀧􀁦
CURRENT ISSUES AFFECTING THE SITE W.RK • .iaphragm Concrete .aesign Change 􀁾􀁐􀁜􀁦􀁣􀁏􀀧􀀼􀀡􀀧􀀱 • Structural Analysis r 7 􀁾􀁉 '(f:::'7 • RFI 117 Need Site Grading information from
Station 73+00 to end ofjob • Water source for Irrigation @Addison Road • Irrigation Sleeves issues under sidewalks ''''\,..r 􀁏􀁥􀁦􀁜􀁾􀁥􀀭􀁯 PJy A-w • RFI 125 & 128 Questions on Modular
block walls (need revised grades at 73+00 to end ofjob) ......... rf2-e-11Y (\.'\(lCf{ "T.AfCeN c.Af<e t1f < • Type:J light conflict with beam location '-gefl /lev 􀁾􀁾 AW • Conflict
between landscape wall and inlet flume off Charter's Midway Rd driveway. • Remove additional parking lot @Skating Rink & change of grades to drain parking lot. • Traffic signals @Addison
Rd (conduit size) • Site grading issues at water storage building • RFI 105 Bridge lighting conduit location • RFI 109 Type C lights configuration at T-4 Rail 􀁾 volfe.--T--• RFI 110
2x2 Plaque location c c:vfU"') 􀀺􀁕􀁾 1" Ak/• RFI 111 Reflector Plate for Type C lights on pedestrian rail ,.... IV ( 􀁾􀁴􀁊 • RFI 113 Conduit run WS-1', west end of illumination into
north T-4 rail 􀁾 RFI 114 Receptacle-Junction Location • S3 Stirrups Pairs (Verbal Answer) • RFI 123 "A" & "T" bars cannot tie to "S3" stirrups in transition area (Verbal answer) • RFI
127 Existing Traffic Signal Cabinet and Ground Box elevation conflict with new slope paving
ARAPAHO ROAD PHASE III CHANGE ORDER STATUS SUBMIlTED PCO# DESCRIPTION COST 14 relocate fence at storage buileding $554.76 0 Agreed 0 19 box modifications @midway $3,050.00 16 Agreed
16 24 paint rails $29,465.34 0 Agreed 0 30 irrigation work @surveyor $4,905.20 2 Pending 0 Need further cost breakdown 30 irrigation work @midway $15,375.66 2 Pending 0 Need further
cost breakdown 30 irrigation work @comfort suites $3,577.65 0 Agreed 0 30 irrigation work @addison $49,029.13 Pending Work Deleted 0 32 furnish grate inlet ? 0 ? 0 AW to Clarify Costs
37 :elocate water line @comfort suite $1,609.25 0 ? 0 AW to Clarify Costs 41 plug rcb line @midway $551.65 Agreed 0 42 rcb!sanitary conflict @surveyor $4,315.26 2 Agreed 0 45 demo sbc
manhole $3,905.51 2 ? 0 disagree on labor hrs. co to include 46 sgt (8) revision $5,608.82 0 Agreed 0 credit 46 mbgf inlet post $136.07 0 Agreed 0 46 mbgf steel ? 0 Deleted 0 48 tie
into 24" gasket $524.36 0 Agreed 0 50 beam police escort $672.00 0 Agreed 0 51 pedestrian rail modification $$3,075.61 0 Agreed 0 Total Requested $126,356.27 Agreed $51,531.52 16 Pending
$25,795.62 Deleted $49,029.13 $126,356.27
HNTB Corporation -Project Status Report Arapaho Road Phase 3-Shop Drawing Review Town of Addison, Texas 3April 30, 2005 to July 29, 2005 . Rene Tullier, P.E. • Perform shop drawing review
for construction of the Arapaho Road Phase 3 Bridge over Midway Road • Responding to RFI requests on the shop drawings • Continue to respond to RFI requests on shop drawings HNTB _11.111
Page 1of 1
AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town of Addison, Texas, hereinafter called "OWNER." WHEREAS, OWNER desires ENGINEER
to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the ENGINEER has expressed a willingness to perform said services, hereinafter referred to only as "services",
specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following Basic
and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the ENGINEER in accordance with the OWNER's requirements to provide shop drawing review
and project administration during the construction of the Arapaho Road Phase 3 Bridge over Midway Road in Addison, Texas. A Shop Drawing Review ENGINEER will review the construction
contractor's shop drawing submittals for compliance with and adherence to the plans, standard specifications, special provisions to the standard specifications, and special specifications
(CONTRACT DOCUMENTS). Sole responsibility for correctness of dimensions, details, quantities and safety during fabrication and erection shall remain with the construction contractor.
Review of shop drawings, and similar submittals by ENGINEER shall not be construed as his approval of the methods, construction procedures nor facilities to be used in construction of
this work. ENGINEER will not review any temporary structures, including shoring and form work, for structural integrity. ENGINEER will not bear any responsibility for structural integrity
of temporary structures including shoring and form work. The shop drawing submittals will be limited to those specifically called for in the contract documents. The shop drawings required
from the standard specifications, special provisions to the standard specifications, and special specifications are limited to the following sections: SECTION BC -BRIDGE CONSTRUCTION
SECTION SSH -STEEL STRUCTURE HANGERS 1
SECTION IE -INDUCTION BENDING OF STRUCTURAL MEMBERS SECTION BELF -BRIDGE EXTERIOR LIGHTING FIXTURES Shop drawing submittals received by ENGINEER will consist of the following number
of copies: Drawing /Plan Sheets 5 Supporting Calculations 3 Material Specification, Manufacture's Literature, Miscellaneous Documents 3 Submittals not complying with the above guidelines
will be reviewed, however, the submittal response will not be returned until the submittal is made complete. The shop drawing submittals will be received from OWNER's construction project
personnel. The reviewed shop drawing submittal will be· returned to OWNER's construction project personnel for further distribution as necessary. ENGINEER will provide OWNER's construction
project personnel a written response detailing the results of the review. The written response will include a cover letter summarizing the results of the review and marked copies of
the submitted material. A review stamp indicating the results of the review will be affixed to to the first sheet of each packet of submitted material. A representation of the stamp
is shown below. I NO EXCEPTIONS TAKEN MAKE CORRETIONS NOTED AMEND AND RESUBMIT REJECTED -SEE REMARKS DDoo Review is only for generai conformance with design concept and intent of Contract
Documents. Contractor is solely responsible for verifying dimensions, for establishing fabrication processes, means, techniques, sequences and procedures of construction and for coordination
of \ivorI< of all trades. Exceptions taken and noted to information shown does not authorize work resulting in contract cost revisions unless so stated in separate letter or Change Order.
ARCHITECTS ENGINEERS PLANNERS 5910W. PLANO PARK\NAY, SUITE 200 PLANO, TX 75093 972-661-5626 BY: DATE: ! I ENGINEER will review the submittals and provide a response as quickly as possible;
however, ENGINEER will have a minimum of 7 calendar 2
days from the date when the submittal was received by ENGINEER to provide a response to OWNER's construction project personnel. ENGINEER will log and track all shop drawing submittals.
ENGINEER will provide a written status report of shop drawings in the review process for use during regular construction project meetings. Submission of shop drawings is anticipated
to begin soon after a contract with OWNER has been finalized and cease on or before the construction projects scheduled completion date of October 2005. Lengthening of this duration,
in excess of that detailed above, is beyond the scope of this agreement. B Request For Information (RFI) ENGINEER will provide consulting services to answer questions concerning the
design intent during the construction period. All RFI's will be forwarded to ENGINEER for response. ENGINEER will log and track all RFI's. ENGINEER will provide a written status report
of outstanding RFI's for use during regular construction project meetings. RFI's concerning value engineering proposals are not part of this agreement. When authorized by subsequent
supplemental agreement, ENGINEER will review, evaluate and comment on value engineering proposals submitted to OWNER from the construction contractor. C Site Visits ENGINEER will visit
the construction site to evaluate construction related issues upon request of OWNER's construction project personnel. Construction related issues pertaining to construction contractor
errors are not part of this agreement. When authorized by subsequent supplemental agreement, ENGINEER will review, evaluate and prepare the necessary plan sheets to resolve the issue.
ENGINEER will not have authority to make modifications to the construction contract or stop the contractor's work. ENGINEER will not be responsible for or have authority over job site
safety or construction means and methods. SECTION 3. PAYMENT OWNER shall pay ENGINEER fOf services authorized in writing as properly performed by ENGINEER on the basis herein described,
subject to additions or or deletions for changes or extras agreed upon in writing. 3
Basis ofCompensation OWNER shall make payment monthly to ENGINEER based upon statements submitted by the ENGINEER for work performed. Compensation for performing Basic and Additional
Services shall be as shown in Exhibit A on a Lump Sum amount of $55,964. SECTION 4. RESPONSIBILITIES OWNER shall perform and provide the following in a timely manner so as not to delay
the Services of ENGINEER, and ENGINEER may rely on the accuracy and completeness of the following: • Authorize ENGINEER in writing to proceed [authorization to proceed is given by the
execution of this Agreement]. • Place at ENGINEER's disposal all available information pertinent to the Project, including previous reports, drawings, specifications or any other data
relative to the design or construction of the Project. • Designate in writing a person to act as OWNER's representative, such person to have complete authority to transmit instructions,
receive information, and interpret and define OWNER's decisions with respect to ENGINEER's Services for the Project. • Render decisions and approvals as promptly as necessary to allow
for the expeditious performance of ENGINEER's Services. • Obtain, arrange, and pay for all surveys, advertisements for bids, permits, licenses, easements, rights-of-way, and access necessary
for the performance of ENGINEER's Services. • Make OWNER's facilities available to ENGINEER as required for performance of the Services under this Agreement, and provide labor and safety
equipment required for access. • Require all construction contracts to include provisions requiring Contractors to indemnify OWNER and ENGINEER and requiring Contractors to name OWNER,
ENGINEER, and its parent company, affiliated and subsidiary entities, directors, officers and employees, as Additional Insureds on Contractors' liability insurance policies. • Maintain
property insurance on all pre-existing physical facilities. • Provide a Builder's Risk 􀁁􀁾􀁬􀀭􀁒􀁩􀁳􀁫 insurance policy for full replacement value for all Project work, which will include,
without limitation, coverage for loss due to defects in materials and workmanship and errors in design, and will include OWNER, ENGINEER and Contractor as insureds. 4
• Give prompt written notice to ENGINEER whenever OWNER becomes aware of any development that does or may affect the scope or timing of ENGINEER's Services, or any defect in the Services
of ENGINEER or its subconsultants, or the work of construction Contractors. • Advise ENGINEER of the identity and scope of services of any independent consultants retained by OWNER to
provide services in regard to the Project. Unless otherwise provided in this Agreement, OWNER shall bear all costs incident to compliance with the above items. SECTION 5. TIME FOR PERFORMANCE
ENGINEER shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. In the event ENGINEER's
performance of this Agreement is delayed or interfered with by acts of the OWNER or others, ENGINEER may request an extension of time for the performance of same as hereinafter provided.
If such delay is in excess of 60 days on any one occurrence or a cumulative delay of over 180 days, ENGINEER shall have the right to renegotiate the remainder of this contract. A delay
shall be defined as any event caused by others that substantially inhibits the ENGINEER from proceeding with its services on the project. This shall include, but is not limited to, OWNER
reviews, rightof-way negotiations and awaiting critical information to be supplied by OWNER or franchised utility companies. No allowance of any extension of time, for any cause whatever,
shall be claimed or made by the ENGINEER, unless ENGINEER shall have made written request upon OWNER for such extension within 14 calendar days after the cause for such extension occurred,
and unless OWNER and ENGINEER have agreed in writing upon the allowance of additional time to be made. Provided, however, ENGINEER shall not be considered in default hereunder in delays
are caused by reasons beyond its reasonable control. SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer
files, estimates, surveys, other data or work items, etc.) prepared under this Agreement shall be submitted for approval of the OWNER. All completed instruments of service shall be professionally
sealed as may be required by law or by OWNER. Such instruments of service, together with necessary supporting documents, shall be delivered to OWNER, and OWNER shall have unlimited rights,
for the benefit of OWNER, in all instruments of service, including the right to use same on any other work of OWNER without additional cost to OWNER. If, in the event, OWNER uses such
instruments of service on any work of OWNER other than that intended in the Scope of Services, defined in Section 2, under those circumstances OWNER hereby agrees to protect, defend,
indemnify and hold harmless the ENGINEER, their officers, agents, 5
servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character,
and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of injury,
disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such use of such instruments
of service with respect to such other work except where ENGINEER is hired to modify such instrument for such other work. ENGINEER agrees to and does hereby grant to OWNER a royalty-free
license to such instruments of service which ENGINEER may cover by copyright and to designs as to which ENGINEER may cover by copyright and to designs as to which ENGINEER may assert
any rights or establish any claim under the design patent or copyright laws. ENGINEER, after completion of the services, agrees to furnish the originals of such instruments of service
to the OWNER. ENGINEER may, however, retain copies of any and all documents produced. The license granted herein by ENGINEER shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION OWNER may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the ENGINEER. In the event termination
is for cause however, such shall be in accordance with section 14 hereof. In the event suspension or termination is without cause, payment to ENGINEER, in accordance with the terms of
this Agreement, will be made on the basis of services reasonably determined by OWNER to be satisfactorily performed to date of suspension or termination. Such payment will be due upon
delivery of all instruments of service to OWNER. Should the OWNER require a material modification of this Agreement, and in the event OWNER and ENGINEER fail to agree upon such modification
to this Agreement, OWNER shall have the option of terminating this Agreement and the ENGINEER's services hereunder at no additional cost other than the payment to ENGINEER, in accordance
with the terms of this Agreement, for the services reasonably determined by OWNER to be properly performed by the ENGINEER prior to such termination date. ENGINEER may terminate this
Agreement upon written notice to OWNER in the event of substantial failure by the OWNER to perform in accordance with the terms of this Agreement. OWNER shall have 14 calendar days from
the receipt of the termination notice to cure or to submit a plan for cure acceptable to the ENGINEER. In the event the parties cannot agree upon an acceptable cure within a reasonable
period of time from the date of notice, ENGINEER may terminate this Agreement. SECTION 8. INSURANCE ENGINEER shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of ENGINEER's employees, as required by law. ENGINEER shall also provide and maintain in full force and effect during the term of this Agreement, insurance
(including insurance covering the operation of automobiles, 6
trucks and other vehicles) protecting ENGINEER and OWNER against liability from damages because of injuries, including death, suffered by any person or persons other than employees of
ENGINEER, and liability for damages to property, arising from or growing out of ENGINEER's operations in connection with the performance of this Agreement. Such insurance covering personal
and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars
($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. ENGINEER shall
also provide and maintain Professional Liability Insurance coverage to protect ENGINEER from liability arising out of the performance of professional services under this Agreement. Such
coverage shall be in the sum of not less than $1,000,000.00. A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to OWNER
before any services are performed under this Agreement. Such Certificate of Insurance shall provide for ten (10) days written notice to OWNER prior to the cancellation or modification
of any insurance referred to therein. Such Certificates shall terminate after completion of the project. OWNER shall be named as an "additional insured" party on all insurance policies,
except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE ENGINEER further specifically obligates itself to OWNER in
the following respects, to wit: The ENGINEER hereby agrees to protect, indemnify and hold harmless the OWNER, their officers, agents, servants and employees (hereinafter individually
and collectively referred to as "Indemnities"), from and against losses, liability or damage of any character, including defense costs, expenses and attorney fees incidental to the defense
of such losses, damages or liability on account of injury, disease, sickness, including death, to any person ordamage to property including the loss of use resulting therefrom, from any negligent act, error, or omission of the ENGINEER, its officers, employees, or subcontractors, or anyone else
for whom ENGINEER is legally liable which are resulting from or caused by the performance of any services called for by this Agreement. In the event the parties are found to be jointly
or derivatively negligent or liable for such damage or injury, the indemnification shall be assessed on a proportionate basis in accordance with the final judgment, after all appeals
are exhausted, determining such joint or derivative negligence or liability. The ENGINEER is not responsible for the actions of the OWNER's contractor or any other party contracting
with OWNER to perform the construction of the improvements covered under this Agreement. 7
Acceptance and approval of the final plans by the OWNER shall not constitute nor be deemed a release of the responsibility and liability of ENGINEER, its employees, associates, agents
and ENGINEERs for the accuracy or competency of their designs, working drawings and specifications, or other documents and services provided by ENGINEER hereunder; nor shall such approval
be deemed to be an assumption of such responsibility by the OWNER for any defect in the designs, working drawings and specifications, or other documents and services provided by ENGINEER
hereunder; or other documents prepared by ENGINEER, its employees, and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION ENGINEER agrees that it is an independent
contractor and not an agent of the OWNER, and that ENGINEER is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve OWNER of any responsibility
or liability from treating ENGINEER's employees as employees of OWNER for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions.
ENGINEER further agrees to indemnify and hold OWNER harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees of ENGINEER. SECTION
11. INDEMNIFICATION FOR NON-PAYlVIENT To the extent OWNER has paid ENGINEER in full hereunder for same, ENGINEER shall defend and indemnify OWNER against and hold OWNER and the premises
harmless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management
costs incurred by ENGINEER in performing this Agreement. SECTION 12. ASSIGNlVIENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent
of the other party. SECTION 13. APPLICABLE LAWS ENGINEER shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building
codes applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event ENGINEER fails to comply or is unable to comply with the provisions of
this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within fourteen (14) days after written notice by OWNER to ENGINEER,
OWNER may, at its sole discretion without prejudice to any other right or remedy: 8
• Terminate this Agreement and be relieved of the payment of any further consideration to ENGINEER except for all services determined by OWNER to be satisfactorily completed prior to
termination. Payment for work satisfactorily completed shall be for percentage of completion by ENGINEER through such date of termination. In the event of, of such termination, OWNER
may proceed to complete the services in any manner deemed proper by OWNER, either by the use of its own forces or by resubletting to others. In either event, the ENGINEER shall be liable
for all reasonable, unmitigatable costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may
be due or that may thereafter become due to ENGINEER under and by virtue of this Agreement. • OWNER may, without terminating this Agreement or taking over the services, furnish the necessary
materials, equipment, supplies and/or help necessary to remedy the situation. The reasonable expense for same may be offset against amounts due the ENGINEER. In such case, ENGINEER shall
not be liable with respect to indemnity or otherwise for any such services performed, arranged, or furnished by OWNER. ENGINEER shall not be considered in default of this Agreement for
delays in performance caused by acts of the OWNER or other circumstances beyond the reasonable control of the ENGINEER. SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services,
additional services or change in the services will be made by ENGINEER without a written agreement with OWNER prior to the performance of such services. SECTION 16. EXECUTION BECOMES
EFFECTIVE This Agreement will be effective upon execution by and between ENGINEER and OWNER. SECTION 16-A. VENUE LOCATION In the event of any dispute or action under this Contract, venue
for any and all disputes or actions shall be instituted and maintained in Dallas County, Texas. The parties agree that the laws of the State of Texas shall apply to the interpretation,
validity and enforcement of this Contract; and, with respect to any conflict of law provisions, the parties agree that such conflict of law provisions shall not affect the application
of the law of Texas (without reference to its conflict of law provisions) to the interpretation, validity and enforcement of this Agreement. 9
THIS AREA INTENTIONALLY LEFT BLANK SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there
are no oral understandings, statements, or stipulation bearing upon the meaning or effect of this Agreement, which have not been incorporated herein. This Agreement may only be modified,
amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications
hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature
page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUlVIBER The use of any gender in this Agreement shall
be applicable to all genders, and the use of singular numbers shall include the plural conversely. 10
IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of August, 2004. OWNER: TOWN OF ADDISON, TEXAS Ron Whitehead, City Manager 5300 Beltline Road P.O.
Box 9010 Addiso T xas 75001-9010 11 ENGINEER: HNTB CORPORATION WitneSS? = 􀁾􀁾5
EXHIBIT A ARAPAHO ROAD PHASE 3 SHOP DRAWING REVIEW Description Number of Project Senior Design CADD Clerical Total Sheets Manager Engineer Engineer Technician l. General Management and
administration N/A 16 40 24 24 104 11. Shop Drawing Review Strands 10 2 5 10 0 0 17 Prestressed Concrete Beams 65 4 16 30 0 4 54 Prestressed Concrete Panels or Permanent Metal Deck Forms
45 3 11 20 0 4 38 Sealed Expansion Joints 9 2 2 4 0 2 10 Arch Ribs 51 6 24 51 0 4 85 Fence 10 2 2 5 0 0 9 Rail 10 2 2 5 0 0 9 Lights 2 0 2 2 0 0 4 .. Ill. Request For Information (RFI)
Design Intent N/A 16 32 16 4 16 84 IV. Site Visits N/A 4 12 12 0 4 32 Labor Hours 202 Sheets 57 148 179 4 58 446 Labor Rate $56 $46 $36 $25 $19 Total Direct Labor $3,192 $6,808 $6,444
$100 $1,102 $17,646 Indirect Labor and Overhead $5,139 $10,961 $10,375 $161 $1,774 $28,410 Subtotal $8,331 $17,769 $16,819 $261 $2,876 $46,056 Profit $6,908 Expenses Printing and Reproduction
$1,250 Courier, Mailing, & Misc. expo $1,750 Subtotal $3,000 Total Labor and Expenses $55,964 HNTB Corporation Shop Drawing Review 8/2/2004
STATE OF TEXAS §§ -COUNTY OF DALLAS § INTERLOCAL AGREEMENT THIS INTERLOCAL AGREMEENT ("Agreement") is made effective as of this 1st day ofJanuary, 2005 ("Effective 􀁄􀁡􀁴􀁾􀀢􀀩􀁢􀁹 and
between the Town ofAddison, Texas and the City ofFarmers Branch, Texas. Recitals: 1. The Town ofAddison, Texas ("Addison") and the City ofFarmers Branch, Texas ("Farmers Branch") are
home rule municipalities pursuant to Article 11, Section 5 of the Texas Constitution and their respective Home Rule Charters (Addison and Farmers Branch are hereinafter sometimes referred
to together as the "Cities" and individually as a "City"). 2. Addison and Farmers share a common boundary, and each receives its supply of potable water from the City of Dallas, Texas
("Dallas") pursuant to their respective agreements with Dallas (each such agreement being a "Dallas Water Agreement"). The supply of Water from Dallas to the Cities is provided in part
by and through a sixty inch water main ("Dallas Water Main") owned by Dallas and running through Addison and Farmers Branch. 3. Addison is in the process of constructing an extension
of and improvements to Arapaho Road within Addison, which construction will require the temporary shutdown of the Dallas Water Main and could result, although it is not expected, in
the reduction of water pressure and water supply to a portion ofFarmers Branch. 4. In order to help prevent such water pressure or water supply reduction during the shutdown of the Dallas
Water Main and for the further purpose of having a future means by which both Addison and Farmers Branch could have an alternate point of water delivery in the event water service is
temporarily discontinued or seriously impaired, Addison and Farmers Branch desire to construct and install a water line connecting an Addison water main (the "Addison Main") and a Farmers
Branch water main ("Farmers Branch Main"). The Cities agree that the supply ofwater from one to the other iii such an event is not and shall not be construed to be a sale ofwater from
one City to the other, but rather is solely for the purpose ofproviding a point ofwater delivery in the event ofan emergency. 5. Chapter 791, Tex. Gov. Code, the same being the Interlocal
Cooperation Act, authorizes the Cities to contract with one another in connection with the performance of governmental functions and services, and the Cities acknowledge and agree that
the water line interconnection described herein is such a governmental function and/or service, is. for the protection ofthe public health, safety and welfare, and is a benefit to the
citizens ofthe Cities. NOW, THEREFORE, for and in consideration ofthe mutual covenants and obligations set forth herein, the benefits flowing to each of the Cities, and other good and
valuable
consideration, the Town of Addison, Texas and the City of Farmers Branch, Texas do hereby contract and agree as follows: Section 1. Incorporation of Recitals. The above and foregoing
recitals are true and correct and are incorporated herein and made a part hereoffor all purposes. Section 2. Water Line Interconnection. A An eight (8) inch water line (including pipe,
a valve or valves, a water meter or meters, and other appurtenances thereto) interconnecting the existing eight (8) inch Addison Main and the existing eight (8) inch Farmers Branch Main
shall be constructed and installed at the southwest corner of 15001 Beltwood Parkway E. (the "Interconnection"). B. Upon the execution ofthis Agreement, Addison shall design the construction
and installation of the Interconnection and submit the same to Farmers Branch for its review and approval. Upon receiving such approval, Addison shall construct (or cause to be constructed)
the Interconnection at its cost. Addison and Farmers Branch shall have the right to inspect the Interconnection construction, and the completion of construction shall be subject to the
Cities' mutual review and approval. Addison and Farmers Branch shall have the right to inspect the Interconnection construction, and the completion of construction shall be subject to
the Cities' mutual review and approval. C. Upon the completion of construction, Addison shall maintain the Interconnection, with the cost of any maintenance, repair or replacement ("Maintenance")
of the Interconnection or any part thereof to be shared equally by the Cities. Except in an emergency, prior to performing any Maintenance, Addison shall notify Farmers Branch ofthe
proposed Maintenance and the anticipated cost thereof and shall submit plans for such Maintenance to Farmers Branch for its review and approval. During any Maintenance, Addison and Farmers
Branch shall have the right to inspect the Maintenance work, and the completion of Maintenance work shall be subject to the Cities' mutual review and approval. D. The Interconnection,
once installed, may be used solely to provide a temporary point of water delivery to Farmers Branch from Addison (through the Addison Main) or from Farmers Branch to Addison (through
the Farmers Branch Main), as the case may be (the City from whom the water is delivered being the "Dylivering City"), in the event water service to either of the Cities is temporarily
discontinued or seriously impaired or such discontinuance or impairment is imminent ("Emergency"). If the Cities mutually agree (in their respective sole discretion) that an Emergency
exists in either City (such City being the "Affected City"), the Cities will promptly cause the Interconnection to be opened and utilized for the benefit of the Affected City for such
temporary period of time as may be agreed upon between the Cities, but in any event not longer than is reasonably necessary to return water service in the Affected City to a non-Emergency
status. E. During an Emergency, water flowing to the Affected City shall be metered. Upon the cessation ofan Emergency and the discontinuance ofthe Interconnection, the Delivering City
shall provide to the Affected City a written statement reflecting the amount ofwater delivered to
the Affected City (as established by the meter) and the amount the Delivering City owes or will owe to Dallas for such water pursuant to the Delivering City's Dallas Water Agreement.
The Affected City shall, upon its 􀁲􀁾􀁥􀁩􀁰􀁴 of the statement, promptly reimburse such amount to the Delivering City. Section 3. Term and Termination. A. Subject to the termination
provisions of this Agreement, this term of this Agreement shall be for one year, beginning January 1, 2005 and ending December 31, 2005 (the "Original Term"). At the end of the Original
Term and each Renewal Term (as hereinafter defined), unless this Agreement has been terminated and subject to the termination provisions hereof, this Agreement shall be automatically
renewed for a one (1) year period, each such period beginning on the first day of January of each calendar year and ending on the last day of December ofthe same calendar year (each
such additional one (1) year period being a "Renewal Term").B. Either City may terminate this Agreement by giving notice of such termination to the other City at least thirty (30) days
prior to such termination. Section 4. Payment from Current Revenues. To the extent any payment is made by either ofthe Cities under this Agreement, such payment shall be made from current
revenues available to the paying City. Section 5. Responsibility; No Waiver. Each ofthe Cities shall be responsible for its own acts and omissions in connection with this Agreement.
This Agreement and all of its terms and conditions are and constitute a governmental function ofeach ofthe Cities. Notwithstanding any other provision of this Agreement, this Agreement
and all of its terms and conditions are expressly subject to the immunity of Addison and Farmers Branch, and shall not constitute nor be deemed to constitute a waiver of immunity of
any kind whatsoever which is or may be available to either or both ofthe Cities, nor be deemed to be a waiver of any defense or any tort limitation whatsoever which is which is or may
be available to either either or both ofthe Cities. Section 6. Miscellaneous. A. Assignment. Neither Addison nor Farmers Branch may assign, sell, transfer, or otherwise convey (together,
"Assign" or "Assignment"), or has the p-<>wer to Assign, any or all of the rights, duties and obligations or interest in this Agreement, and any such Assignment is and shall be void.
B. Relationship. Addison and Farmers Branch agree and acknowledge that each is not an agent ofthe other and that each is responsible in accordance with the laws of the State of Texas
for its own acts, forbearance, negligence and deeds, and for those of its officers, agents or employees in conjunction with the performance ofthis Agreement. Nothing in this Agreement
is intended nor shall be construed to create an employer-employee relationship, a joint venture, or a joint enterprise relationship.
C. Address for Notices. For purposes of this Agreement, notices and all other communications provided for herein shall be in writing, addressed as provided hereinafter to the City to
whom the notice or request is given, and shall be either (i) delivered personally, (ii) sent by United States certified mail, postage prepaid, return receipt requested, or (iii) placed
in the custody of Federal Express Corporation or other nationally recognized carrier to be delivered overnight. Notice shall be deemed given when received if delivered personally or
if sent by Federal Express or other nationally recognized carrier; or seventy-two (72) hours after deposit if sent by certified mail. Addresses for notices and communications are as
follows: To Addison: 5300 Belt Line Road Dallas, Texas 75254 Attn: Director ofPublic Works To Farmers Branch Attn: Director ofPublic Works From time to time either City may designate
another address for all purposes of this Agreement by giving the other City not less than ten (10) days advance notice of such change of address in accordance with the provisions hereof
D. Severability. The terms and provisions of this Agreement are severable, and if any term or provision is held to be illegal, invalid or unenforceable under present or future laws,
such provision shall be fully severable and this Agreement shall be construed and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining
provisions hereof shall remain in full force and effect. In lieu of any illegal, invalid or 􀁵􀁮􀁥􀁮􀁦􀁯􀁲􀁣􀁥􀁡􀁢􀁾􀁥 provision herein, the Cities agree to seek to negotiate the insertion
of a provision as similar in its terms to such illegal, invalid or unenforceable provision as may be possible, with the intent that such added provision is legal, valid and enforceable.
E. Rights and Remedies Cumulative; Non-Waiver; Survival of Rights. The rights and remedies provided by this Agreement are cumulative, and the use of anyone right or remedy by either
City shall not preclude or waive its right to use any or all other remedies. The said rights and remedies are given in addition to any other rights the Cities may have by law statute,
ordinance, or otherwise. The failure by either City to exercise any right, power, or authority given to it by this Agreement, or to insist upon strict compliance with the terms of this
Agreement, shall not constitute a waiver of the terms and conditions of this Agreement with respect to any other or subsequent breach thereof, nor a waiver by such City of its rights
at any time thereafter to require exact and strict compliance with all the terms hereof Any rights and remedies either City may have with respect to the other arising out of this Agreement
shall survive the cancellation, expiration or termination ofthis Agreement. F. No Third Party Benefits. This Agreement and each ofits provisions are solely for the benefit of the Cities
hereto and are not intended to create or grant any rights, contractual or otherwise, to any third person or entity. entity. G. Entire Agreement. This Agreement constitutes the entire
and integrated agreement between the Cities with respect to the IIiterconneetion, supersedes all prior
agreements, negotiations, and/or representations, either written or oral, and may be amended or modified only by written instrument signed by both Addison and Farmers Branch. H. Venue;
Applicable Law. In the event of any action under this Agreement, venue for all causes of action shall be instituted and maintained in Dallas County, Texas. The Cities agree that the
laws ofthe State ofTexas shall govern and apply to the interpretation, validity and enforcement ofthis Agreement; and, with respect to any conflict oflaw provisions, such conflict of
law provisions shall not affect the application of the law of Texas (without reference to its conflict of law provisions) to the governing, interpretation, validity and enforcement of
this Agreement. I. Includes and Including. For purposes of this Agreement, "includes" and "including" are terms of enlargement and not of limitation or exclusive enumeration, and use
of the terms does not create a presumption that components not expressed are excluded. 1. Authorized Signatories. The undersigned officers and/or agents of the Cities hereto are the
properly authorized officials or representatives and have the necessary authority to execute this Agreement on behalf of each ofthe respective Cities, and each City hereby certifies
to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. SIGNED by the Cities on the dates set forth
below, but effective as of the Effective Date first set forth above. TOWN OF ADDISON, TEXAS CITY OF FARMERS BRANCH, TEXAS By: By: Ron Whitehead, City Manager Linda Groomer, City Manager
Date: Date: ATTEST: ATTEST: By: By: Carmen Moran, City Secretary Cindee Peters, City Secretary
SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 01, to the AGREEMENT FOR PROFESSIONAL SERVICES, dated 2 August, 2004, between the Town of Addison, Texas (Owner) and HNTB Corporation
(HNTB) is made effective as of March 10,2005. 1. HNTB shall perform the following Services: The continuation of engineering and inspection services as outlined in above referenced agreement,
throughout the construction duration of the project. 2. In conjunction with the performance of the foregoing Services, HNTB shall provide the following submittals/deliverables (Documents)
to Owner: Construction engineering and inspection services as outlined in master agreement. 3. HNTB shall perform the Services and deliver the related Documents (if any) according to
the following schedule: Through-out the construction duration of the project, as estimated in attached schedule. 4. In return for the performance of the foregoing obligations, Owner
shall pay to HNTB the amount of $ 31,295.22, raising the total compensation under the the Agreement to the not-toexceed amount of $ 97,502.68, payable according to the terms as outlined
in the original master agreement for the Construction services phase. Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and
effect. Town of Addison, Texas (Owner) 􀁓􀁩􀁧􀁮􀁡􀁴􀁵􀀺􀀭􀁒􀀺􀀺􀁲􀀭􀀭􀁾 «.::J Name: 􀁪􀀨􀁯􀁾 􀁗􀁗􀁜􀁾 Title: C\'t'(, 􀁍􀁾􀀢􀀧􀁃􀀮􀁾 Date: 􀁡􀀳􀀧􀀲􀀭􀁾..o6 HNTB Corporation (HNTB) Signature:
􀀭􀁴􀀭􀀭􀀬􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀁁􀁴􀀺􀀺􀀺􀀴􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀮􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀺􀀺􀀮􀀮 Title: Vice President Date: March 10, 2005
-. Beltline Road -Inspection Services 40316·CN·001 2/16/2005 HNTB Corporation Original Inspection Contract Amount Total Expended to Date $$ Labor 62,947.46 85,996.47 Expenses $ 3,260.00
$ 3,514.21 Total $ 66,207.46 $ 89,510.68 Amount (Over)/Under budget $ (23,049.01 ) $ (254.21) $ (23,303.22) 24 30 23,303.22 Hours 2,592.00 --.--------.--T 5,400.00 -.. 􀁾 31,295.22 Supplemental
Amount: Amount currently over budget: $ Estimated Additional Inspection Time: $ Estimated Additional Engineering/Man::lgp.mp.nt Timp.· $ 􀁾􀀭􀁾 Total Supplemental Agreement Kequestea:
:II New Inspection Contract Amount: $ 97,502.68 M:\JOBS\40316-Beltline\CONTRACT\primecon\[Supp Agrmt 01.xlsjSheet1
STATE OF TEXAS §§ COUNTY OF DALLAS § INTERLOCAL AGREEMENT THIS INTERLOCAL AGREMEENT ("Agreement") is made effective as of this 1st day ofJanuary, 2005 ("Effective Date")by and between
the Town ofAddison, Texas and the City ofFarmers Branch, Texas. Recitals: 1. The Town of Addison, Texas ("Addison") and the City ofFarmers Branch, Texas ("Farmers Branch") are home rule
municipalities pursuant to Article 11, Section 5 of the Texas Constitution and their respective Home Rule Charters (Addison and Farmers Branch are hereinafter sometimes referred to together
as the "Cities" and individually as a "City"). 2. Addison and Farmers share a common boundary, and each receives its supply of potable water from the City of Dallas, Texas ("Dallas")
pursuant to their respective agreements with Dallas (each such agreement being a "Dallas Water Agreement"). The supply of Water from. Dallas to the Cities is provided in part by and
through a sixty inch water main ("Dallas Water Main") owned by Dallas and running through Addison Addison and Farmers Branch. 3. Addison is in the process of constructing an extension
of and improvements to Arapaho Road within Addison, which construction will require the temporary shutdown of the Dallas Water Main and could result, although it is not expected, in
the reduction of water pressure and water supply to a portion ofFarmers Branch. 4. In order to help prevent such water pressure or water supply reduction during the shutdown of the Dallas
Water Main and for the further purpose of having a future means by which both Addison and Farmers Branch could have an alternate point of water delivery in the event water service is
temporarily discontinued or seriously impaired, Addison and Farmers Branch desire to conspuct and install a water line connecting an Addison water main (the "Addison Main") and a Farmers
Branch water main ("Farmers Branch Main"). The Cities agree that the supply ofwater from one to the other in such an event is not and shall not be construed to be a sale ofwater from
one City to the other, but rather is solely for the purpose ofproviding a point ofwater delivery in the event ofan emergency. 5. Chapter 791, Tex. Gov. Code, the same being the Interlocal
Cooperation Act, authorizes the Cities to contract with one another in connection with the performance of governmental functions and services, and the Cities acknowledge and agree that
the water line interconnection described herein is such a governmental function and/or service, is for the protection ofthe public health, safety and welfare, and is a benefit to the
citizens ofthe Cities. NOW, THEREFORE, for and in consideration of the mutual covenants and obligations set forth herein, the benefits flowing to each of the Cities, and other good and
valuable Interlocal Agreement » ...... l ...#C
Interlocal Agreement "I)...... ., 􀁁􀁾􀁃􀀺 \ consideration, the Town of Addison, Texas and the City of Farmers Branch, Texas do hereby contract and agree as follows: Section 1. Incorporation
of Recitals. The above and foregoing recitals are true and correct and are incorporated herein and made a part hereof for all purposes. 1\ 􀁾 ., Section 2g_, Water bine 􀀡􀀡􀀡􀁴􀁥􀁲􀁯􀁯􀁾􀁥􀁣􀁴􀁩􀀧􀁩
􀁃􀀥􀁦􀀱􀀢􀀧􀁾 efl511'd g A. 􀁾􀀴 water line (including pipe a valve or valves, a 􀁷􀁾􀁥􀁴􀁥􀁲 or meters, and other appurtenances thereto) interconnecting t,he Addison, Main and th;;tF;;.;;;".
Branch Main shall be 􀁾d constructed and installed at,_1 sliMl showft tmdas deseIffied iii &tiOOit I attached hereto (the􀁾 !!Intelcu1wceti9ll").-, /........􀁾 ,& 􀁴􀁩􀀡􀁩􀁾 n ,tl t
􀁾 􀁾 i2 t-"7"IA_aJj) 􀁾􀁾􀁟 Gp rnL St7c/l1IWBr 􀁃􀁃􀁊􀁄􀁾 'tJF ISt>CJ/DE'1 vv 􀁾 􀁾 PRf2KIvAJ/􀁅􀁾 B. Upon the execution ofthis Agreement, Addison shall design the constructfon and
installation of the Interconnection and submit the same to Farn'lers Branch Branch for its review and approval. Upon receiving such approval, Addison shall construct (or cause to be
constructed) the Interconnection at its cost. Addison and Farmers Branch shall have the right to inspect the Interconnection construction, and the completion of construction shall be
subject to the Cities' mutual review and approval. Addison and Farmers Branch shall have the right to inspect the Interconnection construction, and the completion of construction shall
be sub'e to the Cities' mutual review andapproval./(]f 􀁾􀁴􀀣􀁴􀁨􀁥 Interc nnection, ==o==r=c=e")(!)he Inter nnection or Exceptin an e ergency, . r to performing any Maintenance, 􀁁􀁤􀁤􀁤􀁩􀁩􀁾􀁳􀁯􀁾􀁮􀁾􀁳􀁬􀁩􀁬􀁡􀀺􀁴􀁲􀁮􀁮􀁾􀁯􀁦􀁴􀁬􀁾􀁐􀁉􀁄􀁾􀁾􀀱􀀡􀁲􀁡􀁮􀁣􀁨 of the pr aintenance and the anticipated cost thereof
and shall submit plans for such Maintenance to Farmers Branch for its review and approval. During any Maintenance, Addison and Farmers Branch shall have the right to inspect the Maintenance
work, andthe completion ofMaintenance work shall be subject to the Cities' mutual review and approval. D. The Interconnection, once installed, may be used solely to provide a temporary
point of water delivery to Farmers Branch from Addison (through the Addison Main) or from Farmers Branch to Addison (through the Farmers Branch Main), as the case may be (the City from
whom the water is delivered being the "Delivering City"), in the event water service to either of the Cities is temporarily discontinued or seriously impaired or such discontinuance
or impairment is imminent ("Emergency"). If the Cities mutually agree (in their respective sole discretion) that an Emergency exists in either City (such City being the "Affected City"),
the Cities will promptly cause the Interconnection to be opened and utilized for the benefit of the Affected City for such temporary period oftime as may be agreed upon between the Cities,
but in any event not longer than is reasonably necessary to return water service in the Affected City ---.to-!l@--!l-Emergency status. {;,􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀁾 During an Emergency,
water flowing to the Affected City shall be metered. Upon -the cesQo ofan Emergency and the discontinuance ofthe Interconnection, the Delivering City 􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀁓􀁨􀀱􀁬􀁾􀁾􀁦􀁉􀀱􀀧􀁡􀁥
to the Affected City a written state Hectin the amount of water delivered to the Affected City (as established by the meter and the amount the e Ivenng City owes or WI 􀁾􀁾􀁾􀀧􀁪􀁦/􀁦'􀀧􀀨
owe to Dallas for such water pursuant to the Delivering City's Dallas Water Agreement. The Affected City shall, upon its receip of the statement, promptly reimburse such amount to the
Delivering City. Section 3. A. Subject e termination provisions of this Agreement, this term of this Agreement shall be fo one ear, beginning January 1, 2005 and ending December 31,2005
(the IIOriginal Termll). At nd of the Original Term and each Renewal Term (as hereinafter defined), unless this Agreement has been terminated and subject to the termination provisions
hereof, this Agreement shall be automatically renewed for a one (1) year period, each such period beginning on the first day ofJanuary of each calendar year and ending on the last day
of December ofthe same calendar year (each such additional one (1) year period being a IIRenewal Termll).B. Either City may terminate this Agreement by giving notice of such termination
to the other City at least thirty (30) days prior to such termination. Section 4. Payment from Current Revenues. To the extent any payment is made by either ofthe Cities under this Agreement,
such payment shall be made from current revenues available to the paying City. Section 5. Responsibility; No Waiver. Each ofthe Cities shall be responsible for its own acts and omissions
in connection with this Agreement. This Agreement and all of its terms and conditions are and constitute a governmental function ofeach ofthe Cities. Notwithstanding any other provision
of this Agreement, this Agreement and all of its terms and conditions are expressly subject to the immunity of Addison and Farmers Branch, and shall not constitute nor be deemed to constitute
a waiver of immunity of any kind whatsoever which is or may be available to either or both ofthe Cities, nor be deemed to be a waiver of any defense or any tort limitation whatsoever
which is which is or may be available to either or both ofthe Cities. Section 6. Miscellaneous. A. Assignment. Neither Addison nor Farmers Branch may assign, sell, transfer, or otherwise
convey (together, IIAssignll or IIAssignmentll), or has the power to Assign, any or all of the rights, duties and obligations or interest in this Agreement, and any such Assignment is
and shall be void. B. Relationship. Addison and Farmers Branch agree and acknowledge that each is not an agent ofthe other and tru,.t each is responsible in accordance with the laws
ofthe State of Texas for its own acts, forbearance, negligence and deeds, and for those of its officers, agents or employees in conjunction with the performance ofthis Agreement. Nothing
in this Agreement is intended nor shall be construed to create an employer-employee relationship, a joint venture, or a joint enterprise relationship. C. Address for Notices. For purposes
of this Agreement, notices and all other communications provided for herein shall be in writing, addressed as provided hereinafter to the Interlotal Agreement D ...... '1 􀁮􀁾􀀮􀀨
City to whom the notice or request is given, and shall be either (i) delivered personally, (ii) sent by United States certified mail, postage prepaid, return receipt requested, or (iii)
placed in the custody of Federal Express Corporation or other nationally recognized carrier to be delivered overnight. Notice shall be deemed given when received if delivered personally
or if sent by Federal Express or other nationally recognized carrier; or seventy-two (72) hours after deposit if sent by certified mail. Addresses for notices and communications are
as follows: To Addison: 5300 Belt Line Road Dallas, Texas 75254 Attn: Director ofPublic Works To Farmers Branch Attn: Director ofPublic Works From time to time either City may designate
another address for all purposes of this Agreement by giving the other City not less than ten (10) days advance notice of such change of address in accordance with the provisions hereof.
D. Severability. The terms and provisions of this Agreement are severable, and if any term or provision is held to be illegal, invalid or unenforceable under present or future laws,
such provision shall be fully severable and this Agreement shall be construed and enforced as if such illegal, invalid or unenforceable provision is not a part hereof, and the remaining
provisions hereof shall remain in full force and effect. In lieu of any illegal, invalid or unenforceable provision herein, the Cities agree to seek to negotiate the insertion of a provision
as similar in its terms to such illegal, invalid or unenforceable provision as may be possible, with the intent that such added provision is legal, valid and enforceable. E. Rights and
Remedies Cumulative; Non-Waiver: Survival of Rights. The rights and remedies provided by this Agreement are cumulative, and the use ofanyone right or remedy by either City shall not
preclude or waive its right to use any or all other remedies. The said rights and remedies are given in addition to any other rights the Cities may have by law statute, ordinance, or
otherwise. The failure by either City to exercise any right, power, or authority given to it by this Agreement, or to insist upon strict compliance with the terms of this Agreement,
shall not constitute a waiver of the terms and conditions of this Agreement with respect to any other or subsequent breach thereof, nor a waiver by such City of its rights at any time
thereafter to require exact and strict compliance with all the terms hereof Any rights and remedies either City may have with respect to the other arising out of this Agreement shall
survive the cancellation, expiration or termination ofthis Agreement. F. No Third Party Benefits. This Agreement and each ofits provisions are solely for the benefit of the Cities hereto
and are not intended to create or grant any rights, contractual or otherwise, to any third person or entity. G. Entire Agreement. This Agreement constitutes the entire and integrated
agreement between the Cities with respect to the Interconnection, supersedes all prior agreements, negotiations, and/or representations, either written or 􀁯􀁲􀁡􀁾 and may be amended
or modified only by written instrument signed by both Addison and Fanners Branch. Interlocal Agreement "0...... ,. nof'.tO:
H. Venue; Applicable Law. In the event of any action under this Agreement, venue for all causes of action shall be instituted and maintained in Dallas County, Texas. The Cities agree
that the laws ofthe State ofTexas shall govern and apply to the interpretation, validity and enforcement ofthis Agreement; and, with respect to any conflict of law provisions, such conflict
of law provisions shall not affect the application of the law of Texas (without reference to its conflict of law provisions) to the governing, interpretation, validity and enforcement
of this 􀁾􀁟􀁭􀀮 􀁾 􀀱􀁾 !;p:as. TIi"'afeBee<I bereift ...., 􀁩􀀸􀀮􀁾 !Ie<cli.. lllld RI8d. S part all p ses. . J. Includes and Including. For purposes ofthis Agreement, "includes" and
"including" are terms ofenlargement and not oflimitation or exclusive enumeration, and use ofthe terms does not create a presumption that components not expressed are excluded. K. 􀁁􀁵􀁴􀁨􀁯􀁲􀁩􀁺􀁾�
� Signatories. The undersigned officers and/or agents of the Cities hereto are the properly authorized officials or representatives and have the necessary authority to execute this Agreement
on behalf of each ofthe respective Cities, and each City hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and
are now in full force and effect. SIGNED by the Cities on the dates set forth below, but effective as ofthe Effective Date first set forth above. TOWN OF ADDISON, TEXAS CITY OF FARMERS
BRANCH, TEXAS By: By: Ron Whitehead, City Manager Linda Groomer, City Manager Date: Date: ATTEST: ATTEST: By: By: Carmen Moran, City Secretary Cindee Peters, City Secretary Interlocal
Agreement lJ...-.c AT.c -
SECTION CA. CONTRACT AGREEMENT STATE OF TEXAS COUNTY OF DALLAS TIllS AGREEMENT is made and entered into this _22_ day of_June , 2004__ by and between the Town ofAddison, ofthe County
ofDallas and State of Texas, acting through its Mayor or City Manager, thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and __Archer Western
Contractors, Ltd. of the City of __Arlington , County of Tarrant , State of__TIC-' Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETII: That for and inconsideration
of the payment and agreementhereinafter mentioned, to be made and performed by the OWNER, the said CONTRACTOR hereby agrees with the said OWNER to Commence and complete COIlStrUction
of certain improvements as follows: Paving, Storm Sewer, Water, Sanitary Sewer, Signalization and Streetscape Improvements for ARAPAHO ROAD -PHASE ill -SURVEYOR BOULEVARD TO ADDISON
ROAD and all extra work in connection therewith, under the terms as stated in the General and Specific Provisions of the AGREEMENT; and at his own proper coSt and expense to furnish
all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, in accordance
with the conditions and prices stated in the Proposal attached hereto and in accordance with the Advertisement for Bids. Instructions to Bidders, General Provisions. Special Provisions.
Plans, and other drawings and printed or written explanatory matter thereof, and the Technical Specifications and Addenda thereto, as prepared by the OWNER, each ofwhich has been identified
by the endorsement of the CONTRACTOR and the OWNER thereon, tegether with the.CONTRACTOR's written .Proposal. and the General Provisions, all Of which are made a part heteof and collectively
evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to colliIIlence work within ten (10) calendar days after the date ofwritten notice to do so has been given
to him, and to complete all work within the number of days he bid (Calendar Days "B") in the proposal after he commences work, subject to such extensions or reductions of time as are
provided by these Contract Documents. The OWNER agrees to pay the CONTRACTOR $ 16,702,578.42 in current funds for the perfonnance of the Contract in accordance with the Proposal submitted
CA-2
thereof, subject to additions and deductions, as provided in the General Provisions, and to make payments ofaccount thereofas provided therein. IN WITNESS lHEREOF, the parties ofthese
presents have executed this AGREEMENT in the year and day :first abovewritten. TOWN OF ADDISON (OWNER) ATTEST: ArrEST: Archer 􀁗􀁥􀁾􀁴􀁥􀁲􀁮 Contractors. Ltd. party ofthe Second Part
(CONTRACTOR) By: 􀁾􀁾􀁊􀀱􀁁 Matthew Walsh/President Corporate Seal The following to be executed ifthe CONTRACTOR is a corporation: I, John P. Slattery , certify that I am the secretary
ofthe corporation named as CONTRACTOR herein; that Matthew Walsh, who signed this Contract on behalf of the CONTRACTOR is the President of said corporation; that said Arapaho Road -Phase
III -From.Surveyor Boulevard to Addison Road Contract was duly signed for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate
powers. Signed:􀁾 -t.􀁾􀁾􀀬 􀁾 Slattery
SECTIONPF PROPOSAL FORM TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined the plans, specifications and contract documents,
and the location ofthe proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment and to perform labor and work necessary for
completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed By: 􀁾_􀀧􀁟􀁾􀀭􀀭􀀺_􀀺􀀺􀀺_􀁯􀁾􀀮_􀁙 _􀁴􀁟􀁾􀁟􀀿􀁟􀀭􀀦􀀾􀁟􀁲
􀁲􀁟 ACKNOWLEDGEMENT OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No. 1 Dated: 6"---(1---0:{ Addendum No.2 Dated: t?-\'1,-oL} Addendum No.3 Dated: '5-1-frOt{
Addendum No.4 Dated: 5---2.8 -oLf Addendum No.5 Dated: 􀁾􀁾􀀿􀀭􀁯􀁬􀀮􀁊 Addendum No.6 Dated: &-l/__oLI 􀁁􀁍􀁾􀁬􀀮􀁬􀂷􀀭􀁲􀀧 0&' 1 . 􀁾 (p 􀁾 If --CJ L/PF-2of62
Proposal of a Corporation PROPOSAL FORM Place _ Date :::fuJ'\L--1,.􀁾􀁾 DVlJcL1 UP-.II G-eewrM-irUJ.L-1-=L!-D==--=:.....-=--' ' organized and existing under the laws of the State of__-n_R._·t{"---Cl.
-_> _ OR Proposalof _ a partnership consisting of _ and _ OR Proposalof , an individual trading as _ OR Proposalof ---' a Joint Venture consisting of" _ and _ TO: Town of Addison, Texas
Sealed bids addressed to the Town of Addison, Texas, for the Construction of Paving, Storm Sewer, Water, Sanitary Sewer, Signalization and Streetscape Improvements for ARAPAHO ROAD -PHASE
ill -SURVEYOR BOULEVARD TO ADDISON ROAD for the Town of Addison, Texas, hereinafter called "Town", in accordance with the plans, specifications and contract documents prepared by HNTB
Corporation, will be received at the office of Ms. Minok Suh, Purchasing Coordinator, Finance Building, 5350 Belt Line Road, Addison, Texas until 2:00 p.m. on Thursday, the 7th day of
June, 2004. Bids received by the appointed time will be opened and read aloud. Any bids received after stated time will be returned unopened. The undersigned Bidder, having visited the
site of the work, having examined the Plans, Specifications, and other Contract Documents, including all Addenda, and being familiar with all of the conditions relating to the proposed
project, hereby proposes to furnish all material, supplies, equipment, and appliances specified for the project and to furnish all labor, tools, equipment and incidentals to complete
the work in accordance with the Specifications, and other Contract Documents at and for the unit prices proposed herein: PF-30f62
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening ofthe bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town ofAddison to reject any and all bids. Drvf)-/I-:!P-rl t;;ilCeuJa::A'f\!?1I"-/􀁾􀁾􀀬_. _ Name ofBidder .' 􀁖􀀭􀁾 By: 􀁾􀁾􀁾􀀮 (Signature)
1-d.F t-ku1 (Print Name and Title) Witness:__􀁾􀀦􀁾􀀧􀀭􀀭􀀭􀁬􀁉􀁉􀀭􀁾􀁟􀀭.c...K. ,􀀢-􀀭·􀀢􀀭􀁾􀀭􀀭􀀽􀀭􀀽􀀭􀀽􀀺􀀻􀀮􀀮􀀮􀀭􀀮􀀮􀀭􀀭􀀽􀀭􀀮􀀮􀀮􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀭 _ (Signature) :101 􀁊􀁊􀁾 %1M
S+ree-+ . (Office Address of Bidder) Bidder's Tax LD. No. or Employer No. SEAL (If Bidder is a Corporation) NOTES: Sign in ink. Do not detach. PF-4of62
PAVING, UTiUTlES, SIGNAlIZATION, AND STREETSCAPE BID SCHEDULE SUMMARY ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISION ROAD Base Bid Bid Schedule & Description 1. ROADWAY IMPROVEMENTS
Total Amount Materials & 􀁓􀁥􀁲􀁶􀁩􀁣􀁥􀁾 I, IDS; 5ZJ's. "tD. 􀁾􀁌 $6.8!l5.449. JOt) 􀀬􀀮􀀬􀁾 ll. ill. IV. vVI. UTILITY IMPROVEMENTS UGIITINGAND SIGNALIZATIONIMPROVEMENTS STREETSCAPE
IMPROVEMENTS BRIDGE CONSTRUCTION BRIDGE UGIITlNG TOTAL BID FOR SCHEDULES I-VI • TOTAL OF STANDARD BID (A): TOTAL OF nME BID: TOTAL OF CALENDAR DAYS X $4,000.00 (B): BASIS FOR COMPARISON
OF BIDS: (A) + (B) = TOTAL BID: $4.036,269.550 $637.020.750 $1,254,216.600 $5.825.147.440 $714,371.750 /1, 􀀮􀀦􀀷􀁾􀀮􀁯􀁾􀁱􀀮 1<1 519;36B,4"1..'¥9-}'f-FH-550 $2,200,000.00
Additive Alternate I Bid Schedule & Description Vll. ROADWAYUGHTING vm. STREETSCAPE IMPROVMJ1NTs IX. DEDUCTIONS IF ALTERNATIVE #1 ISACCEPTED TOTALBID FORADDITIVE ALTERNATE I = TOTAL
OF ADDITIVE ALTERNATE BID (A): TOTAL OF CALENDAR DAYS X $4,000.00 (B): BASIS FOR COMPARISON OF BIDS: Additive Alternate I (A) + (B) = TOTAL BID: Additive Alternate IT Bid Schedule &
Description Total Amount Materials & servi= $2,808.000 $368,630.700 ($14,920.100) $356,518.60 $4,000.00 $360,518.60 Total Amount Materials & 􀁓􀁥􀁲􀁶􀁩􀁣􀁥􀁾 x. XI. ROADWAYUGHTING DEDUCTIONS
IF ALTERNATIVE #2 IS ACCEPTED TOTALBID FORADDrnvE ALTERNATE IT :;: TOTAL OF ADDITIVE ALTERNATE BID (A): TOTAL OF CALENDAR DAYS X $4,000.00 (B): BASIS FOR COMPARISON OF BIDS: Additive
Alternate II (A) + (B) :;: TOTAL BID: $331,600.000 ($366,700.000) ($35,100.00) $4,000.00 ($31,100.00)
PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Bid of: Orval Hall Excavating Co. Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount Orval Hall Excavating Co. certifies that the unit prices shown on this complete computer print-out for all of the bid items and the alternates contained in this proposal are the
unit prices intended and that its bid will be tabulated using these unit prices and no other information from this print-out. Orval Hall Excavating Co. acknowledges and agrees that the
total bid amount shown will be read as its total bid and further agrees that the official total bid amount will be determined by multiplying the unit bid prices shown in this print-out
by the respective estimated quantities shown in the proposal and then totaling all of the extended amounts. Signed: 􀁾􀁾 Title: Date: l'rellident 07-Jun-Q4
PROJECT: ARAPAHO ROAD -PHASE III .SURVEYOR BOULEVARD TO ADDISON ROAD Bid of: Orval Hall Excavating Co. Item Unit of Approx. Unit Bid No. Bid Item Description Measure Quantities Price
Amount .._--... ....----------_..__.... ...._--------..-_....--------_..-....-..__....--..--....-..------------------.._-_..-----..--------_. --------------------------....--_.. ...._..-..._---------
_...._-...------.. ---------..--..------..-_.._----_..-..--------------. ROADWAY IMPROVEMENTS 􀀤􀀮􀀻􀀿􀀬􀀯􀀨􀁰􀁾 􀁾􀀱􀁊􀁏 Kf-k 􀁾􀀬􀁉􀀨􀁐􀁾 ()s;"v. 00 􀁊􀀱􀁦􀁾 101 MOBILIZATION LS 1.000
$1,958,689.9& $1,958,9QQ.OO 102 PREP ROW STA 54.000 $11,951.50 $645,381.00 103 FULL DEPTH SAW CUT EX CONC LF 1564.000 $3.00 $4,692.00 104 REM & DISP OF EX CONC PAVB INCL CURB SY 6588.000
$6.00 $39,528.00 105 REM & DISP OF EX CONC SW SY 67.000 $6.00 $402.00 106 REM & DISP OF EX DRWAY SY 86.000 $6.00 $516.00 107 UNCLASS ST EXCAVA CY 16000.000 $5.00 $80,000.00 108 EMBANKMENT
CY 56000.000 $15.00 $840,000.00 109 10" THICK REINF CONC PAVE SY 29400.000 $36.00 $1,058,400.00 110 6" INTEGRAL CONC CURB LF 11325.000 $2.30 $26,047.50 111 MONO MEDIAN NOSE EA 8.000
$500.00 $4,000.00 112 8" REINF CONC DRWAY SY 450.000 $40.00 $18,000.00 113 REINF CONC ISLAND SY 300.000 $36.00 $10,800.00 114 WHCHAIR RAMP EA 0.000 $0.00 $0.00 115 REM & RELOC ROADSIDE
SIGN EA 1.000 $150.00 $150.00 116 F&I STOP SIGN, Rl-1 EA 2.000 $150.00 $300.00 117 F&l STOP SPEED LIMIT SIGN, R2-1 EA 5.000 $150.00 $750.00 118 F&I LEFT TURN LANE MUST TURN LEFT SIGN
R3-7L EA 3.000 $150.00 $450.00 119 F&I RIGHT TURN LANE MUST TURN R3-7R EA 2.000 $150.00 $300.00 120 F&I MERGE RIGHT R4-7 EA 3.000 $150.00 $450.00 121 F&I SIGNAL AHEAD W3-3 EA 1.000 $150.00
$150.00 122 F&I WRONG WAY SIGN R5-1A EA 2.000 $150.00 $300.00 123 F&I KEEP RIGHT SIGN R4-7A EA 2.000 $150.00 $300.00 124 F&I NO PARKING SIGN R8-3A EA 3.000 $150.00 $450.00 125 F&I DIVIDED
HWY SIGN R6-3A EA 2.000 $150.00 $300.00 126 LEFT TURN LN ENDS SIGN EA 1.000 $150.00 $150.00 127 RR XING SIGN (WI0-1) EA 4.000 $150.00 $600.00 128 DO NOT STOP ON TRACKS SIGN EA EA 4.000
$150.00 $600.00 129 RR XING, CROSS BUCKS SIGN (RI5-1) EA 4.000 $150.00 $600.00 130 2 TRACK SIGN EA 4.000 $150.00 $600.00 131 1WAY SIGN EA 1.000 $150.00 $150.00 132 TRAPF CTRL DEVICES
LS 1.000 $48,000.00 $48,000.00 133 4" WHITEIRED REFL SQ ACRYLIC BUTTONS EA 550.000 $2.60 $1,430.00 134 4' WHITE NON REFL RAISED CERAMIC BUTTONS EA 550.000 $2.10 $1,155.00 135 4" YELL
DBL REFL SQ ACRYLIC BUTTONS EA 497.000 $2.60 $1,292.20 136 6" X 6" WHITE JIGGLE BAR TILES EA 122.000 $10.50 $1,281.00 137 REM EX PAVE MARK & BUTTONS LS 1.000 $900.00 $900.00 138 PAVE
DIRECTIONAL MARKERS EA 22.000 $75.00 $1,650.00
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE 1, ITEMS 101 THROUGH 163, INCLUSIVE 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160
161 162 163 WHITE THERMO REFL PAVE MARK, "ONLY" EA 16.000 $95.00 RR XING PAVE MARK EA 8.000 $400.00 24" SLD WHITE THERMO STOP BAR LF 128.000 $4.00 4" SLD YELL THERMO STRIPE LF 100.000
$1.00 MSE RETAIN WALL SF 15000.000 $26.80 CONC RETAIN WALL CL F, CIP WALL CY 950.000 $459.00 STRUCT EXCAVA CY 463.000 $2.00 BOLLARDS EA 4.000 $300.00 UNDGRNDELECTSERV LS 1.000 $100,000.00
TEMP CONST FENCE LF 8100.000 $2.50 PEDRAIL LF 690.000 $82.40 TRAPF RAIL TY T4 LF 1950.000 $86.50 SOL GUARDRAIL TERMINAL LF 150.000 $1,500.00 WHEEL STOPS EA 116.000 $300.00 ENGR FIELD
OFFC MO 18.000 $2,470.00 NOT USED LS 0.000 $0.00 INSTALL AND FURNISH CONCRETE RAILROAD CROSI LF 380.000 $371.00 INSTALL AND FURNSlH 8X8 STEEL BUNGALOW WITH LS 0.000 $0.00 INSTALL AND
FURNISH FLASHER & GATE SIGNALS" LS 0.000 $0.00 INSTALL AND FURNISH SIGNAL MATERIAL LS 0.000 $0.00 INSTALL AND FURNISH PROJECT MATERIAL, DIRECT LS 0.000 $0.00 INSTALL AND FURNSlH TRACK
MATERIAL, ELECTRO LS 0.000 $0.00 UNCLASSIFIED BRICKYARD EXCAVATION CY 30000.000 $17.10 FURNISH AND PLACE 4" WHITE STRIPE LF 2740.000 $0.40 FURNISH AND PLACE 10 CHAIN LINK FENCE LF 110.000
$25.00 $1,520.00 $3,200.00 $512.00 $100.00 $402,000.00 $436,050.00 $926.00 $1,200.00 $100,000.00 $20,250.00 $56,856.00 $168,675.00 $225,000.00 $34,800.00 $44,460.00 $0.00 $140,980.00
$0.00 $0.00 $0.00 $0.00 $0.00 $513,000.00 $1,096.00 $2,750.00 • itL /> 7,IIJS,.:5t).::S.70 􀁾 !B6,893,449.')I9 200 201 202 203 204 205 206 207 208 209 UTILITY IMPROVEMENTS FURNISH AND
INSTALL 10" PVC SDR 35 SANITARY SE LF 12" PVC SDR36 SS PWE LF 4' DIA SS MH EA FURNISH AND INSTALL 4' DIAMETER SANITARY SEW EA CONNECT EX SS SERV TO PROP SS EA 24" STL ENCASE PIPE LF
RESERVED REM & DISP DISP OF EX MH EA EROS CTRL LS REM CONC CHANNEL LINING LS 1396 1177.000 6.000 4.000 6.000 300.000 5.000 1.000 1.000 $38.00 $55.00 $2,400.00 $4,200.00 $500.00 $91.00
$0.00 $1,000.00 $54,800.00 $51,000.00 $53,048.00 $64,735.00 $14,400.00 $16,800.00 $3,000.00 $27,300.00 $0.00 $5,000.00 $54,800.00 $51,000.00
PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Bid of: Orval Hall Excavating Co. Item Unit of Approx. Unit Bid No. Bid Item Description Measure Quantities Price
Amount .._...._. __________ ___.._...._ --_"_-_00 ....___.._______..__.._____....__....____......_____..__.....__..___..________..______.._____.... ..__....___.... .._..______..______.._____
_.._______..___.._____.._________ ..___....____..___.........._____________.... ________......... 210 REM EX 66" Rep LF 763.000 $20.00 $15,260.00 211 REMOVE 3-66" HEADWALL EA 2.000 $2,500.00
$5,000.00 212 REM 54" HEADWALL & RCP LF 28.000 $100.00 $2,800.00 213 REMOVE 9'X5' BOX CULVERT LF 30.000 $50.00 $1,500.00 214 REM24"RCP LF 60.000 $10.00 $600.00 215 REMOVE 30" RCP LF
16.000 $8.00 $128.00 216 RM 30" HEADWALL EA 1.000 $500.00 $500.00 217 REM CMP & HEADWALL LF 39.000 $8.00 $312.00 218 REMOVE 2-4'X2' HEADWALL EA 2.000 $1,000.00 $2,000.00 219 SALVAGE
FIRE HYDRANT AND VALVE EA 1.000 $500.00 $500.00 220 CONSTRUCT CONCRETE PILOT CHANNEL SY 85.000 85.000 $51.50 $4,377.50 221 8' STANDARD CURB INLET EA 6.000 $1,890.00 $11,340.00 222 10'
STANDARD CURB INLET EA 3.000 $2,100.00 $6,300.00 223 12' STANDARD CURB INLET EA 1.000 $2,310.00 $2,310.00 224 8' RECESSED CURB INLET EA 7.000 $1,890.00 $13,230.00 225 10' RECESSED CURB
INLET EA 11.000 $2,100.00 $23,100.00 226 2-8' RECESSED CURB INLET EA 1.000 $2,940.00 $2,940.00 227 10' MODIFIED CURB INLET EA 1.000 $2,420.00 $2,420.00 228 2-GRATE INLET EA 4.000 $2,420.00
$9,680.00 229 YINLET EA 13.000 $1,365.00 $17,745.00 230 I'Xl' GRATE INLET EA 1.000 $998.00 $998.00 231 2-10X6 PW WlNGWALL EA 1.000 $11,800.00 $11,800.00 232 1-6'X5' HEADWALL EA 1.000
$5,780.00 $5,780.00 233 30" TY A HEADWALL EA 1.000 $1,050.00 $1,050.00 234 36" TY B HEADWALL EA 1.000 $1,160.00 $1,160.00 235 BOX CULVERT STORM MANHOLE EA 6.000 $1,580.00 $9,480.00 236
TYPE A STORM SEWER MANOLE EA 1.000 $2,840.00 $2,840.00 237 18" RCP STRM SEW PIPE LF 8.000 $106.00 $848.00 238 RCP STRM SEW PIPE 21" LF 914.000 $73.00 $66,722.00 239 RCP STRM SEW PIPE
24" LF 925.000 $72.35 $66,923.75 240 RCP STRM SEW PIPE 30" LF 583.000 $86.40 $50,371.20 241 RCP STRM SEW PIPE 36" LF 40.000 $ll1.00 $4,440.00 242 RCP STRM SEW PIPE 54" LF 19.000 $196.00
$3,724.00 243 RCP STRM SEW PIPE 60" LF 6.000 $315.00 $1,890.00 244 4'X2' BOX CULVERT LF 24.000 $291.00 $6,984.00 245 6'X3' BOX CULVERT LF 244.000 $220.00 $53,680.00 246 BOX CULVERT 6'
X 5' LF 112.000 $167.00 $18,704.00 247 BOX CULVERT 7' X 5' LF 260.000 $294.00 $76,440.00 248 BOX CULVERT 8' X 5' LF 590.000 $313.00 $184,670.00
Bid of; Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount 249 BOX CULVERT 9' X 5' LF 4516.000 $375.00 250 BOX CULVERT 10' X 5' LF 512.000 $436.00 251 BOX CULVERT 10' X 6' LF 1395.000 $469.00 252 21" RCP W/36" STEEL ENCASEMENT BY BORE
AND IA· LF 48.000 $387.00 253 24"RCP W/36" STEEL ENCASEMENT BY BORE AND IA( LF 42.000 $408.00 254 30"RCP W/42" STEEL ENCASEMENT BY BORE AND IA( LF 38.000 $532.00 255 4" SCHEDULE 40 PVC
LF 1572.000 $13.90 256 8" SCHEDULE 40 PVC LF 15.000 $20.00 257 PVC FITTINGS LS 1.000 $500.00 258 12" HDPE STORM SEWER PIPE LF 124.000 $32.20 259 CONCRETE PAVEMENT REMOVALIREPLACEMENT
SY 510.000 $89.70 260 CONCRETE DRIVEWAY REMOVALIREPLACEMENT SY 45.000 $66.10 261 FIRE HYDRANT (INCLUDING 6" WATER AND VALVE) EA 1.000 $3,000.00 262 8"WATERLINE LF 85.000 $65.00 263 60
RCCP WATER LOWERING WrrHRUST BLOCKING (P LF 80.000 $1,990.00 264 16" PVC WATERLOWERING LF 30.000 $300.00 265 8" PVC WATER LOWERING LF 40.000 $220.00 266 TRENCH SAFETY LF 14536.000 $0.25
267 SEDIMENT REMOVAL, 66" RCP CY 250.000 $150.00 268 REMOVE 9'X5' HEADWALL ON WEST SIDE OF MIDWA EA 1.000 $1,500.00 269 PREP AND IMPLEMENTATION OF SWPPP PER SPEC At LS 1.000 $1,500.00
270 -60" BUTIERFLY VALVE AND APPURTENANCES, PER I LS 1.000 $52,600.00 271 GROUTED RIPRAP SY 750.000 $63.60 272 TEMP 8" THICK ASPHALT PAVEMENT (2" TYPE D, 6" T SY 500.000 $46.80 TOTAL
AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE II, ITEMS 200 THROUGH 272, INCLUSIVE $1,693,500.00 $223,232.00 $654,255.00 $18,576.00 $17,136.00 $20,216.00 $21,850.80 $300.00 $500.00
$3,992.80 $45,747.00 $2,974.50 $3,000.00 $5,525.00 $159,200.00 $9,000.00 $8,800.00 $3,634.00 $37,500.00 $1,500.00 $1,500.00 $52,600.00 $47,700.00 $23,400.00 $4,036,269.55 301 302 303
304 305 306 307 308 309 310 311 LIGHTING IMPROVEMENTS TRAFFIC SIGNALS -ARAPAHO ROAD AT ADDISON RC LS TRAFFIC SIGNALS -ARAPAHO RD AT SURVEYOR Bot LS CONDUIT 2" SCH 40 PVC LF CONDUIT 2"
SCH 40 PVC BORE & TRENCHED LF CONDUIT 4" SCH 40 PVC BORE & TRENCHED LF CONDUIT, 1-112" LF 35' 3" STREET LIGHT POLE EA PEDESTRIAN BASE AND LIGHT POLE EA COMBO, ST LIGHT WIPED FIXTURE
EA RETAIN WALL MOUNT LIGHT POLE EA 70W WALL MOUNT LUMINAIRE FIX EA 1.000 1.000 11003.000108.000 195.000 243.000 9.000 64.000 13.000 4.000 4.000 $23,000.00 $10,500.00 $5.00 $20.00 $25.00 $20.00 $2,000.00 $3,400.00 $8,500.00 $7,200.00 $6,750.00 $23,000.00 $10,500.00 $55,015.00
$2,160.00 $4,875.00 $4,860.00 $18,000.00 $217,600.00 $110,500.00 $28,800.00 $27,000.00
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount 312 CABLE, INSUL, #6 AWG LF 22706.000 $1.00 313 CABLE, INSUL, #8 AWG LF 770.000 $0.85 314 BARE GRND #8 AWG LF 385.000 $0.85 315 BARE GRND #6 AWG LF 11353.000 $1.00 316 CABLE,
INSTL #4 AWG LF 780.000 $1.00 317 BARE GRND #4 AWG LF 390.000 $1.00 318 FOUNDATION, 35' 3" ST LIGHT POLE EA 21.000 $800.00 319 FOUNDATION, PED LIGHT POLE LF 64.000 $800.00 320 GRND MOUNT
PULL BOX TY A EA 24.000 $500.00 321 GRND MOUNT PULL BOX TY C EA 1.000 $500.00 322 LIGHT CTRL CABINET EA 3.000 $6,000.00 TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE III, ITEMS
301 THROUGH 322, INCLUSIVE STREETSCAPE IMPROVEMENTS 401 SHUMARD OAK 4" CAL EA 36.000 $750.00 402 SHANTUNG MAPLE 3" CAL EA 37.000 $495.00 403 SAVANNAH HOLLY 30 GAL EA 105.000 $225.00
404 VITEXICHASTE TREE 30 GAL EA 8.000 $325.00 405 CREPE NrrRTLE 30 GAL EA 43.000 $200.00 406 DWARF BURFORD HOLLY 5 GAL EA 225.000 $22.00 407 FRINGE FLOWER 5 GAL EA 108.000 $35.00 408
HARBOR DWARF NANDINA 3 GAL EA 263.000 $22.00 409 MARY NELL HOLLY 5 GAL EA 178.000 $29.00 410 PURPLE WINTERCREEPER I GAL EA 1727.000 $6.30 411 ASIAN JASMINE I GAL EA 14706.000 $2.80 412
INDIAN GRASS 5 GAL EA 66.000 $25.00 413 BUSHY BLUESTEM GRASS 5 GAL EA 130.000 $25.00 414 LITTLE BLUESTEM GRASS 3 GAL EA 615.000 $25.00 415 LINDHEIMER'S MUHLY 3 GAL EA 104.000 $25.00
416 SOLID SOD, BERMUDA SY 12800.000 $2.40 417 HYDROMULCH,BERMUDA SF 105082.000 $0.05 418 TREE PROTECT LF 4000.000 $4.00 419 COMPOST IN TURF AREAS (SOD ONLY) CY 363.000 $38.00 420 FINELY
SHRED HARDWOOD BARK MULCH CY 346.000 $38.00 421 BED PREP CY 346.000 $55.00 422 IRRIGATION SYSTEM, TURNKEY LS 1.000 $242,100.00 423 CROSSWALK BRICK PAVERS SF 2016.000 $11.80 424 MEDIAN
PAVERS SF 3724.000 $11.90 $22,706.00 $654.50 $327.25 $11,353.00 $780.00 $390.00 $16,800.00 $51,200.00 $12,000.00 $500.00 $18,000.00 $637,020.75 $27,000.00 $18,315.00 $23,625.00 $2,600.00
$8,600.00 $4,950.00 $$3,780.00 $5,786.00 $5,162.00 $10,880.10 $41,176.80 $1,650.00 $3,250.00 $15,375.00 $2,600.00 $30,720.00 $5,254.10 $16,000.00 $13,794.00 $13,148.00 $19,030.00 $242,
I00.00 $23,788.80 $44,315.60
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442
443 444 445 446 Bid Item Description WALKWAY PAVERS 5" REINF CONC PAVE 5" REINF CONC PATH 12" CONC BANDS EMBANKMENT FLUSH CONC STRIPS 2'X 10' DECOMPOSED GRANITE PAVE RIVER COBBLES W/DRAlN
PIPE FLAGSTONE PAVING ADA RAMP TREE GRATE CONC BENCHES 18" HI CMUWALL BRICK VENEER CAST STONE CAP MODULAR RETAIN WALL SYS SECURITY FENCE ON RETAIN WALL DECORATIVE METAL FENCE DECORATIVE
MEAL GATE BRICK COLUMNS PED VOICE COMMUNICATION UNIT STEEL EDGING Unit of Measure SF SF SF LF CY SF SF CY SF EA EA EA LF SF LF SF LF LF EA EA EA LF Approx. Quantities 4472.000 43207.000
28845.000 2396.000 248.000 20.000 32488.000 59.000 6100.000 7.000 22.000 3.000 144.000 608.000 144.000 1708.000 477.000 895.000 1.000 6.000 3.000 484.000 Unit Bid Price $7.60 $3.50 $3.50
$8.30 $13.00 $3.60 $0.95 $350.00 $13.50 $1,000.00 $1,000.00 $385.00 $46.50 $4.30 $20.30 $18.00 $114.00 $85.60 $10,400.00 $900.00 $2,000.00 $4.50 Amount $33,987.20 $151,224.50 $100,957.50
$19,886.80 $3,224.00 $72.00 $30,863.60 $20,650.00 $82,350.00 $7,000.00 $22,000.00 $1,155.00 $6,696.00 $2,614.40 $2,923.20 $30,744.00 $54,378.00 $76,612.00 $10,400.00 $5,400.00 $6,000.00
$2,178.00 TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE I, ITEMS 401 THROUGH 446, INCLUSIVE BRIDGE CONSTRUCTION 501 CONC DRILLED SHAFT 48" LF 147.000 $272.00 502 CONC DRILLED
SHAFT 60" LF 312.000 $236.00 503 CONC DRILLED SHAFT 96" LF 365.000 $532.00 504 CIP CONC ABUTMENT CY 79.300 $525.00 505 CIP CONC BENTS CY 1037.500 $644.00 506 CIP CONC BENTS CY 505.200
$552.00 507 CIP CONC DIAPHRAGM CY 99.400 $1,570.00 508 CONST RElNF CONC SLAB SF 83680.000 $12.90 509 PRECAST PRESTRESS CONC MEMBERS LF 6089.000 $286.00 510 CONC SURF TREATMENT SY 9298.000
$3.80 511 STRUCTSTLFORSTLARCH LB 175000.000 $4.90 512 STRUCTSTLFORSTLSTINGER LB 12701.000 $4.10 513 STRUCT STRANDS, 2-l/2" DlA LS 1.000 $139,500.00 $1,254,216.60 $39,984.00 $73,632.00
$194,180.00 $41,632.50 $668,150.00 $278,870.40 $156,058.00 $1,079,472.00 $1,741,454.00 $35,332.40 $857,500.00 $52,074.10 $139,500.00
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD· PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount 514 PEDRAIL LF 1604.000 $82.50 515 TRAFF RAIL TY T4 LF 1577.000 $87.70 516 TRAFF RAIL TYT4, MOD LF 1576.000 $86.00 517 SEALED EXPANSION JOlNT 4/1 LF 363.700 $80.20 518 STRUCT
APPRO SLAB CY 73.600 $414.00 519 ADDISON LOGO FORM LINER LS 1.000 $500.00 520 STD 24/1 X 24/1 MONUMENT PLAQUE EA 2.000 $500.00 TOTAL AMOUNT BID FOR MATERIALS AND SERVICES, SCHEDULE V,
ITEMS 501 THROUGH 520, INCLUSIVE $132.330.00 $138,302.90 $135,536.00 $29,168.74 $30,470.40 $500.00 $1,000.00 $5,825,147.44 601 602 603 604 605 606 607 608 609 610 611 612 613 614 615
616 617 618 619 620 621 622 623 624 624 626 627 628 BRIDGE LIGHTING IMPROVEMENTS CONDUIT 3/4/1 SCH 40 PVC LF CONDUIT 2/1 SCH 80 PVC LF CONDUIT 3/4/1 SCH 40 RMC LF CONDUIT 1/1 SCH 40
RMC LF ELECT CONDUCTOR #2 BARE LF ELECT CONDUCTOR #2 lNSUL LF ELECT CONDUCTOR #6 BARE LF ELECT CONDUCTOR #6 INSUL LF ELECT CONDUCTOR #8 BARE LF ELECT CONDUCTOR #8 INSUL LF ELECT CONDUCTOR
# 10 BARE LF ELECT CONDUCTOR #10 lNSUL LF ELECT CONDUCTOR # 12 BARE LF ELECTCONDUCTOR#12lNSUL LF GRND BOX TY E EA rrmCTIONBOX EA FURNISH AND lNSTALL FUSED DISCONNECTS EA PED SERV & FOUNDATION
EA LOAD DIST CENTER & FOUND EA 120V WEATHERPROOF DUPLEX RECEPTACLES EA LED DRIVERS EA FIX & MOUNT TY A-IA ARCH FLOODLIGHTS WIBAFFI EA FIX & MOUNT TY A-IB ARCH FLOODLIGHTS WIBAFFI EA
FIX & MOUNT TY A-IC ARCH FLOODLIGHTS WIBAFFl EA FIX & MOUNT TY A-2A ARCH FLOODLIGHTS EA FIX & MOUNT TY A-2B ARCH FLOODLIGHTS EA FIX & MOUNT TY A-2C ARCH FLOODLIGHTS EA FIX & MOUNT TY
B BLUE LED MARKER LIGHT EA 3870.000 760.000 3620.000 150.000 450.000 1000.000 1040.000 3680.000 1485.000 3130.000 4630.000 10410.000 3420.000 6840.000 9.000 52.000 3.000 1.000 2.000
12.000 36.000 2.000 4.000 3.000 2.000 4.000 3.000 22.000 $3.00 $6.00 $10.00 $10.00 $12.00 $2.00 $1.00 $1.00 $0.85 $0.85 $0.45 $0.45 $0.35 $0.35 $500.00 $150.00 $800.00 $6,000.00 $12,000.00
$200.00 $1,000.00 $4,700.00 $4,850.00 $5,100.00 $4,100.00 $4,250.00 $4,500.00 $5,500.00 $1l,610.00 $4,560.00 $36,200.00 $1,500.00 $5,400.00 $2,000.00 $1,040.00 $3,680.00 $1,262.25 $2,660.50
$2,083.50 $4,684.50 $1,197.00 $2,394.00 $4,500.00 $7,800.00 $2,400.00 $6,000.00 $24,000.00 $2,400.00 $36,000.00 $9,400.00 $19,400.00 $15,300.00 $8,200.00 $17,000.00 $13,500.00 $121,000.00
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. Bid Item Description Unit of Measure Approx. Quantities Unit Bid Price
Amount 629 630 631 632 633 634 635 636 FIX & MOUNT TY C-l LED LINEAR GRAZING ACCENT EA TY C-2 LED LINEAR GRAZING ACCENT 12" EA TY D INDUCTION AREA LIGHT EA TY E-l STINGER LIGHT, DECK
MOUNT EA TY E-2 STINGER LIGHT, TRI BENT MOUNT EA TYF RDWAY LIGHT 20' HI EA TY G RDWAY LIGHT 35' HI EA GROUNDING OF STEEL STRUCTURES LS 54.000 54.000 48.000 2.000 2.000 20.000 9.000 1.000
$1,000.00 $1,000.00 $1,750.00 $2,300.00 $2,300.00 $4,800.00 $5,000.00 $5,000.00 $54,000.00 $54,000.00 $84,000.00 $4,600.00 $4,600.00 $96,000.00 $45,000.00 $5,000.00 TOTAL AMOUNT BID
FOR MATERIALS AND SERVICES, SCHEDULE VI, ITEMS 601 THROUGH 636, INCLUSIVE $714,371.75 701 702 703 704 ROADWAY LIGHTING ADDITIVE ALTERNATE 1 BID ITEMS PEDESTRIAN BASE AND LIGHT POLE FOUNDATION,
PEDESTRIAN LIGHT POLE BARE GROUND, #6 AWG CABLE, INSULATED, #6 AWG EA EA LF LF 33 , 135 270 $800.00 $1.00 $1.00 $1.00 $2,400.00 $3.00 $135.00 $270.00 TOTAL AMOUNT BID FOR MATERIALS AND
SERVICES, SCHEDULE VII, ITEMS 701 THROUGH 704, INCLUSIVE $2,808.00 STREETSCAPEIMPROVEMENTS ADDITIVE ALTERNATE I BID ITEMS 801 SHANTUNG MAPLE 3" CAL EA 22.000 $495.00 $10,890.00 802 VITEXICHASTE
TREE 30 GAL EA 9.000 $325.00 $2,925.00 803 WILDFLOWER MIX, SEED SF 2642.000 $0.90 $2,377.80 804 INDIAN GRASS 5 GAL EA 9.000 $25.00 $225.00 805 LITTLE BLUESTEM GRASS 3 GAL EA 522.000
$25.00 $13,050.00 806 LINDHEIMER MUHLY 3 GAL EA 136.000 $25.00 $3,400.00 807 WEEPING LOVE GRASS SY 1323.000 $0.60 $793.80 808 SOLID SOD, BUFFALO SY 5616.000 $2.70 $15,163.20 809 SOLID
SOD, BERMUDA SY 2790.000 $2.30 $6,417.00 810 COMPOST CY 233.000 $38.00 $8,854.00 811 HARDWOOD BARK MULCH CY 40.000 $38.00 $1,520.00 812 BED PREP CY 40.000 $55.00 $2,200.00 813 WALKWAY
PAVERS SF 2465.000 $7.40 $18,241.00 814 12" CONC BANDS LF 2245.000 $7.40 $16,613.00 815 6/1 CONC BANDS LF 540.000 $4.20 $2,268.00 816 EMBANK CY 8060.000 $16.89 $136,133.40 817 FLUSH
CONC STRIPS 2' X 10' SF 100.000 $3.60 $360.00
Bid of: Orval Hall Excavating Co. PROJECT: ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Item No. 818 819 820 821 822 823 824 Bid Item Description RIVER COBBLES WIDRAIN
PIPE LANDSCAPE BOULDERS FLAGSTONE PAVING CONC BENCHES 18" HI CONC BENCHES 22" HI CONC RETAIN WALL STEEL EDGING Unit of Measure CY EA SF EA EA CY LF Approx. Quantities 15.000 26.000 4888.000
18.000 7.000 82.000 85.000 Unit Bid Price $350.00 $500.00 $13.50 $385.00 $407.00 $400.00 $4.50 Amount $5,250.00 $13,000.00 $65,988.00 $6,930.00 $2,849.00 $32,800.00 $382.50 SUB-TOTAL
AMOUNT BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE vm, ITEMS 801 THROUGH 824, INCLUSIVE $368,630.70 901 902 903 DEDUCTIONS IF ALTERNATE #1 IS ACCEPTED 5" REINFCONC PAVE HYDROMULCH,
BERMUDA TREE GRATE.. SF SF EA -2476.000 -105082.000 -1.000 $3.50 $0.05 $1,000.00 ($8,666.00) ($5,254.10) ($1,000.00) SUB-TOTALAMOUNT OF DEDUCTIONS FOR BID ALTERNATE #1 FOR MATERIALS
AND SERVICES, SCHEDULE IX, ITEMS 901 THROUGH 903, INCLUSJ TOTAL AMOUNT BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE vnTHROUGH SCHEDULE IX, ITEMS 701 THROUGH 903, INCLUSI ($14,920.10)
$356,518.60 1001 1002 1003 1004 ROADWAY LIGHTING ADDITIVE ALTERNATE II BID ITEMS 35' 3" STREET LIGHT POLE (STEEL TIPE) EA PEDESTRIAN LIGHT POLE (STEEL TIPE) EA COMBINATION, STREETLIGHT
WI PEDESTRIAN FIXTl EA RETAINING WALL MOUNTED LIGHT POLE (STEEL TYI EA 9.000 64.000 13.000 4.000 $1,200.00 $3,200.00 $7,200.00 $5,600.00 $10,800.00 $204,800.00 $93,600.00 $22,400.00
TOTAL AMOUNT BID FOR MATERlALS AND SERVICES, SCHEDULE X, ITEMS 1001 THROUGH 1004, INCLUSIVE $331,600.00 1101 1102 1103 1104 DEDUCTIONS IF ADDITIVE ALTERNATE II ACCEPTED 35'-3" STREET
LIGHT POLE (ALUMINUM) EA PEDESTRIAN LIGHT POLE (ALUMINUM) EA COMBINATION, STREETLIGHT WI PEDESTRIAN FIXTl EA RETAINING WALL MOUNTED LIGHT POLE (ALUMINU EA -9.000 -64.000 -13.000 -4.000
$2,000.00 $3,300.00 $8,500.00 $6,750.00 ($18,000.00) ($211,200.00) ($ II 0,500.00) ($27,000.00) SUB-TOTAL AMOUNT OF DEDUCTIONS FOR BID ALTERNATE #2 FOR MATERIALS AND SERVICES, SCHEDULE
XI, ITEMS 1101 THROUGH 1104, INCLl TOTAL AMOUNT BID ALTERNATE #2 FOR MATERIALS AND SERVICES, SCHEDULE X THROUGH SCHEDULE XI, ITEMS 1001 THROUGH 1104, INCLUSJ ($366,700.00) ($35,100.00)
RESOLUTION ADOPTED BY UNANIMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF ORVAL HALL EXCAVATING CO. We, Orval Hall Excavating Co., Michael F. Hall, and Janet H. Stephenson, as members
of the Board of Directors of Orval Hall Excavating Co., a corporation organized under the TEXAS BUSINESS CORPORATION ACT, being all the members of such Board as presently constituted,
do by this writing consent to take the following actions and adopt the following resolutions: IT IS RESOLVED, President; Michael F. Hall, and Janet H. Stephenson, Secretary/Treasurer;
have the authority to enter into contracts, execute bids and agreements on behalf of Orval Hall Excavating Co. We direct that this consent be filed with the minutes of the proceedings
of the Board of Directors of the Corporation. This consent is executed pursuant to Article 9.10(B) of the TEXAS BUSINESS CORPORATION ACT and Paragraph 3.10 of the Bylaws of the Corporation,
which authorize the taking of action by the Board of Directors by unanimous written consent without a meeting. EXECUTED ON June 7, 2004 MICHAEL F. HALL, President 􀁾􀁃􀁍􀁜􀀮􀁤􀀭 If 􀁾􀁾􀀭􀀻􀂣􀀮
-' JANEH. STEPHENSON, Sec:reasurer
1h8StRIul BIDBONJ> St. P.uI Fin Illd MllIiM IlI&lIftIIce COIIIPIlly St. Paul Cvp'dlu l1IJID'lIDceCompny St. Pul MeteDI)' IJIRl'IIDce CDIIIpaD)' UDlredSQ"N.Uty lId GlIIIUt)' eo.....y
NIIIty... Gelrury IUIU'ID&e tllldcnollten. be:. Ffclllky _lid GuDllty lDJlIlaJIA CoJDP&A)' Principii Olfiee; 385 Wasblnaron SUUt St. PlIll, MilUlDlOta 551O:l Scaboml SlUIty Complny Prmeipal
om": S801 Smith 􀁁􀁾􀁉􀁉􀁃 Baltimore, MluyIanci 2120' KNOW ALL MEN BYTHESE PRESENTS. that 􀀭􀀺􀀻􀁏􀀻􀀮􀀻􀀮􀁒􀁾􀁖􀁾􀁁􀀻􀀺􀀻􀀮􀁌 􀀮􀀻􀀮􀀮􀀻􀁈􀀺􀀮􀀮􀀮􀀺􀁁􀁌􀀺􀀻􀀻􀀻􀁌􀀺􀀮􀀮􀀺􀁅􀁘􀀽􀀭􀀺􀀮􀀻􀀺􀁃􀁁􀁾􀁖􀀮􀀻
􀀮􀀻􀁁􀀮􀀮􀀮􀀺􀀮􀀻􀁔􀁾􀁉􀁎􀀮􀀻􀀮􀀻􀁇􀀻􀀻􀀮􀁃􀀮􀀻􀀻􀀮􀁏􀀻􀀻􀀮􀀻􀀧􀀻􀀢􀀢􀀧􀀭 _ _________--of 201 NE 29th Street Fort Worth. TX 76106 as Princ:ipal. MN c:orpontloft, as Surety. arc held
and firmly ST. PAUL FIRE AND MARINE INSURANCE and COMPANY a bound unto THE TOWN OF ADDISON ____􀀮􀀻􀀮􀀵􀀳􀁟􀀵􀀻􀀻􀀮􀀻􀀻􀁏􀀻􀀮􀀮􀀻􀁂􀁟􀁥􀀻􀀻􀀽􀀻􀁬􀁴􀀺􀀺􀀺􀀻􀁬􀁩􀁮􀀺􀀮􀀻􀀻􀁥􀁾􀁒􀀺􀀮􀀺􀁯􀀻􀀻􀀺􀀻􀁡􀀻􀀺􀀻
􀀻􀁤•􀀺􀀺􀀮.-􀁬A􀀮 :::;dd;:::i:::;so;::.n.:l.'..:.T:..;X'-7;..;5;:2;;;2;;;54..:..... as Obligee, in 1he 􀁦􀁵􀁬􀁬􀀳􀁊􀁉􀁤􀁾􀁵􀁳􀁴 sum of Five percent of amount bid. (5% of Amount Bid)
__􀀭􀀺􀀭􀀭􀀺􀀭􀁟􀁾􀀭􀁾 􀀭􀀭􀁟􀀺􀁟􀁾􀀭 Dollars, lawfull1lClJley of the UntIed Stlllcs. for the paymenr 􀁯􀁲􀁾􀁩􀁥􀀺􀁨 sum, well and wIy to be made, we bind 􀁯􀁾􀁊􀁓􀁯􀀯􀁶􀁥􀁳􀀬 our heirs.
executors, adrnillistrators, successors and assigns. jointly alld sevCfally. flllDly by these presenrs. WHEREAS, the said. Principal is herewith submitti1la iTS proposal Arapaho Road
-Phase III • Surveyor Boulevard to Addison Road THE CONDITION OF THIS OBLIGATION is sul;h that if the 􀁾􀁦􀁯􀁲􀁥􀁳􀁡􀁬􀁤 Principal 5ha1l bl: Iwarded. the contract dll;: said Principal
will, within die time 􀁲􀁥􀁱􀁵􀁩􀁾 enter into a !Granal contraCt and give: a eQOd and suffi,ienl bond to SCCUR tho performance of the terms and conditions of the tontnlCt, Iben this
obUgatiOll to be void; othorwise abc Principal and Sun:ty will pay \Into the Obligee tbe difference in money bctweea me QmOUllt of die bid of the said Principal and the IIIIOlIZlt for
􀁷􀁾􀁨 the Obligee legally 􀁾􀁴􀁴􀁡􀁣􀁬􀁓 with aDOther pany to perform the wark if the IBlICr amount be in excess of the fonner. bUt in no eveot thallliability hereun.der exceed the
penal SlUD hereof. Signed, 􀁾􀁥􀁡􀁫􀁤 􀁾􀀱􀁉􀁤 dltlivered ..-.;7.. th..... • d.ayof 􀀮􀀮􀀮􀀮􀀮􀀬􀀻􀁊􀀻􀀮􀀺􀀻􀁵􀁾􀁮􀀮􀀻􀀺􀀮􀁥 _ 2004 ORVAL HALL EXCAVATING 􀁾􀁏􀀮 ) ..􀁾􀀭􀀭􀀭􀀢􀀮􀀭􀀭􀀭􀀭􀀮􀀬􀀻􀀻􀀻􀁾􀀻
􀁣􀀺􀀺􀀮􀁾􀀽􀀮􀁟􀀨􀀧􀀻􀁟􀁾􀀻􀀬􀀮􀀬􀀻􀀮􀀮􀀻..􀁟􀀽􀀮􀁌􀀯􀁾􀀭􀀭􀀨􀁓􀁃􀀸􀀱􀀩 _______________(Seal) 85274 Rev. 9·2000 Prinl8l1ln U.S.A.
lheStRIul POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company St. Paul Mercury Insurance Company United States Fidelity
and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Power of Attorney No. 22824 Certificate No. 1908473 KNOW ALL MEN BY THESE
PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian
Insurance Company and St. Paul Mercury Insurance Company are corporations dUly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company
is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State
of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"J,
and that the Companies do hereby make, constitute and appoint Sheila Young, Lisa M. Bonnot, Robbi Morales, Don E. Cornell, Jerry P. Rose, Anuj Jain, Luke J. Nolan, Jr. and Chris J. Kutter
Dallas Texas PETER W. CARMAN, Vice President 􀁾􀁾􀁥􀀮􀁲􀀯􀁾 THOMAS E. HUIBREGTSE, Assislant Secretary o􀁾 of the City of , State , their true and lawful Attorney(s)-in-Fact each in their
separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings: contracts and other written instruments
in the nature thereof on behalf of the CompaJ;lies in ;l:Ieir business of guaranteeing the fidelity of persons, guaranteeing the perfonnance of contracts and executing or guaranteeing
bonds and 􀁵􀁮􀁤􀁥􀁲􀁴􀁾􀁮􀁾􀁱􀁊􀀱􀁩􀁲􀁥􀁤 􀁣􀁥􀁾􀁴􀁴􀁥􀁾􀁾􀁹 actions or proceedings allowed by law. . . . 􀀼􀁬􀁾'::-:...c􀁾 .􀁾\; 25th September 2002 IN WITNESS WHEREOF, the Companies
have caused this 􀁭􀁳􀁾􀁾􀁮􀁰􀀶􀀧􀁢􀁥􀁾􀁉􀀿􀁬􀀱􀁥􀀧􀁪􀁗􀁬􀁮􀁤 􀁳􀁥􀁾􀀼􀀱􀀬􀀺􀁴􀁬􀁉􀁩􀁓 .r;,. day of _ 􀁾 r'" 􀀭􀀨􀀧􀁪􀁬􀁏􀁾 􀀭􀀼􀀢􀀧􀁜􀁾 􀁾􀁩􀁙 Seaboard Surety Company ....􀁾􀀤 'j.-􀁾􀀮1
􀁜􀀮􀁾 ...􀀱􀀮􀀮􀁾 􀁾􀁬􀁊􀁮􀁩􀁴􀁥􀁤 States Fidelity and Guaranty Company St. Paul Fire and Marine, ut$'C-e 􀁃􀁾􀁮􀁹 '\-􀁜􀀮􀁾 Fidelity and Guaranty Insurance Company St. Paul Guardian
Insuranc 􀁾􀀮􀀢􀀧􀁜􀁾 􀁾􀁾 Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury 􀁉􀁮􀁳􀁵􀁲􀁡􀁮􀁣􀁾 􀁾O"\j :\)\/􀀯􀀮􀁾..,􀁾 􀁾􀁾 􀁾􀀹􀀭􀀺􀀺􀁾 􀁦􀁬􀁴􀁾􀀺􀀻􀀧􀂷􀀺􀀺􀀻􀁾􀀻􀁜􀁾􀁜
􀁾􀁓􀀧 􀁃􀀱􀀢􀀢􀀸􀀯􀀮􀁐􀀢􀁾􀁾􀁜􀁾 􀀧􀀬􀁜􀁾􀀺􀁉􀁬􀁁􀀹􀀡 lio 1896 􀁾 i 19n /R <.....􀁾.......'?' 􀁾􀁾 􀁁􀀬􀀢􀁾 􀁾􀀮􀀮 􀁲􀁴􀁾 State of Maryland City of Baltimore On this 25th day of September
2002 , before me, the undersigned officer, personally appeared Peter W. Cannan and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary,
respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity
and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the
corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the
corporations by themselves as dUly authorized officers. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 1st day of July, 2006. REBECCA EASLEY-ONOKALA,
Notary Public
" ' SECTIONPF PROPOSAL FORM ' .. 􀁾􀁟􀁊􀁵􀁟􀁮􀁟􀁥􀀭􀀭􀀬􀀬􀀭􀀷__, 2004 TO: The Honorable Mayor and Town Council Town of Addison, Texas Gentlemen: The undersigned bidder, having examined
the plans, specifications and contract documents, and the location of the proposed work, and being fully advised as to the extent and character of the work, proposes to furnish all equipment
and to perform labor and work necessary for completion of the work described by and in accordance with the Plans, Specifications and Contract for the following prices, to wit: Signed
By: 􀀭􀀧􀀭􀁾􀀻􀀮􀁌􀀮􀁉􀁾􀀮􀀮􀀺􀀮􀀺􀁡􀀮􀀺􀀮􀀧􀁟􀁾 _ Matthew Walsh/President ACKNOWLEDGEMENT OF ADDENDA: The Bidder acknowledges receipt ofthe following addenda: Addendum No.1 Dated: May
17, 2004 Addendum No.2 Dated: May 19, 2004 Addendum No. 3 Dated: May 26, 2004 Addendum No.4 Dated: May 28, 2004 Addendum No.5 Dated: . June 3, 2004 Addendum No.6 Dated: June 4, 2004
Addendum No. 7 Dated: June 4, 2004 PF-20f62 (
The undersigned Bidder agrees that this bid may not be withdrawn for a period of sixty (60) days after the opening ofthe bids. In submitting this bid, it is understood by the undersigned
Bidder that the right is reserved by the Town of Addison to reject any and all bids. Archer Western Contractors, Ltd. Name of Bidder By: 􀁾􀁴􀁗􀁴 (Signature) Matthew Walsh/President
(print Name and Title) Witness: _ (Signature) 2121 Avenue 'J', Suite 103, Arlington, TX 76006 (Office Address of Bidder) I-\ ( ( Bidder's Tax J.D. No. or Employer No. SEAL (If Bidder
is a Corporation) 36-3286318 NOlES: Sign in ink. Do not detach. State of Incorporation: Corporate Address: Illinois 3715 Northside Parkway, NW Building 100, Suite 550 Atlanta, GA 30327
PF-4of62 (
ROADWAY IMPROVEMENTS ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Archer Western Contractors 101 Mobilization L.S. 1,500,000.00 1 1,500,000.00 102 General Site Preparation
STA. 􀁊􀀢􀁩􀀨􀀩􀁾􀁾 􀀮􀁾􀀫􀁜 54 "15$, 􀁾􀁢􀁾􀁾􀀳􀀴􀀹􀀬􀀮􀁑􀀹􀀹􀀺􀁓􀀲 I H\ 103 Full depth saw cut existing concrete L.F. 2.40 1,564 3,753.60 104 Remove and dispose of existing concrete
pavement, including curb S.Y. 3.73 6,588 24,573.24 105 Remove and dispose of existing concrete sidewalk S.Y. 3.43 67 229.81 106 Remove and dispose of existing driveway S.Y. 3.40 86 292.40
107 Unclassified street excavation C.Y. 6.01 16,000 96,160.00 108 Embankment C.Y. 3.92 56,000 219,520.00 Furnish and place 10" thick reinforced concrete pavement, 5000 psi 109 I@28 days
I S.Y. I 31.94 1 29,400 I 939,036.00 Furnish and place 6" thick integral concrete curb, 4000 psi @28 110 da s L.F. 2.05 11,325 23,216.25 111 Furnish and place monolithic median nose,
4000 psi @28 days EA. 546.94 8 4,375.52 Furnish and place 8" thick reinforced concrete driveway, 4000 psi @112 28 davs S.Y. 34.18 450 I 15,381.00 113 Furnish and place reinforced concrete
island, 4000 psi @28 days S.Y. 25.00 300 7,500.00 114 not used EA. -0 115 Remove and relocate roadside sign EA. 150.00 1 150.00 116 Furnish and install Stop sign (R1-1) EA. 150.00 2
300.00 117 Furnish and install Speed Limit sign (R2-1) EA. 150.00 5 750.00 118 Furnish and install Left Lane Must Turn Left Sign (R3-7L) EA. 150.00 3 450.00 119 Furnish and install Right
Lane Must Turn Right sign (R3-7R) EA. 150.00 2 300.00 120 Furnish and install Merge Right sign (R4-7) EA. 150.00 3 450.00 121 Furnish and install Signal Ahead sign (W3-3) EA. 150.00
1 150.00 122 Furnish and install Wrong Way Sign (R5-1A) EA. 150.00 2 300.00 123 Furnish and install Keep Right sign (R4-7A) EA. 150.00 2 300.00 124 Furnish and install No Parking sign
(R8-3A) EA. 150.00 3 450.00 125 Furnish and install Divided Highway sign (R6-3A) EA. 150.00 2 300.00 126 Furnish and install Left Lane Ends sign (R9-2L) EA. 150.00 1 150.00 127 Furnish
and install RR XING (W10-1) EA. 300.00 4 1,200.00 128 Furnish and install Do Not Stop on Tracks sign (R8-8) EA. 150.00 4 600.00 ·129 " Furnish and install RR XING, Cross Bucks sign (R15-1)
EA. 150.00 4 600.00
Archer Western Contractors 1\\' 130 Furnish and install 2 Tracks sign (R15-2) EA. 150.00 4 600.00 131 Furnish and install One Way sign (R6-1 R) EA. 150.00 1 150.00 132 Furnish, place
and maintain traffic control devices L.S. 27,402.00 1 27,402.00 133 Furnish and place 4" white/red reflective square acrylic buttons EA. 2.75 550 1,512.50 134 Furnish and place 4" white
non-reflective raised ceramic buttons EA. 3.50 550 1,925.00 135 Furnish and place 4" yellow double-reflective square acrylic buttons EA. 3.50 497 1,739.50 136 Furnish and place 6" x
6" white jiggle bar tiles EA. 14.00 122 1,708.00 137 Remove existing pavement markings and buttons L.S. 200.00 1 200.00 138 Furnish and place pavement directional markers EA. 85.00 22
1,870.00 139 White thermoplastic reflective pavement marking ("0NLY") EA. 85.00 16 1,360.00 140 RR Xing Pavement Markings, as shown on plans EA. 279.00 8 2,232.00 141 Furnish and place
24" solid white thermoplastic stop bar L.F. 3.99 128 510.72 142 Furnish and place 4" solid yellow thermoplastic stripe L.F. 0.95 . 100 95.00 143 Furnish and place MSE retaining wall
TxDOT ITEM 423 S.F. 􀀿􀀭􀁬􀁾 􀁾􀁜􀁾.... 15,000 􀀱􀁊􀀮􀁴􀁾..􀁯􀁣􀀺􀀺􀁯􀁾 490,15tl.66 II Furnish and place concrete retaining wall Class F Concrete (CIP 144 Wain, F'c = 4000 osi C.Y. 295.94
950 281,143.00 145 Structural Excavation C.Y. 4.00 463 1,852.00 146 Furnish and place bollards EA. 550.00 4 2,200.00 147 Provide underground electrical service L.S. 25,000.00 1 25,000.00
148 Furnish and install temporary construction fence (orange plastic) L.F. 0.82 8,100 6,642.00 149 Furnish and install Pedestrian Rail (TXDOT Item 450) L.F. 66.94 690 46,188.60 Furnish
and install Traffic Rail Type T4 (S) (MOD) (TXDOT Item 150 450) L.F. 75.13 1,950 146,503.50 Furnish and install Single Guardrail Terminal TxDOT Item SGT (8)-151 03A L.F. 32.83 150 4,924.50
152 Furnish and install wheel stops EA. 47.13 116 5,467.08 153 Engineer's Field Office Monthlv 1,675.00 14 23,450.00 154 not used --155 Install and Furnish Concrete Railroad Crossing
L.F. 371.00 371.00 380 140,980.00 Install and Furnish 8x8 Steel bungalow, with constant warning and all 156 other eauioment reauired to control warnina devices below L.S. 0.00 1 0.00
Install and Furnish flasher & gate signals with 12" LED lights, all 157 aluminum Qate arms, LED Qate liahts, siQns, bells, oer state L.S. 0.00 1 0.00 Install and Furnish signal material
as required for project foundations, underground wire & cable, guard rails, multi-shunt 158 boxes, track connector, etc. L.S. 0.00 1 0.00 Install and Furnish project material, directional
boring, electrical 159 service, insulated ioints L.S. 0.00 1 0.00
Archer Western Contractors Install and Furnish track material, electro-glide yard tract, switch 160 Imachine, radio control DTMF interface 161 IUnclassified Brickyard excavation 162
IFurnish and place 4" white stripe 163 IFurnish and place 10' chain link fence L.S. 0.00 1 0.00 C.Y. 7.08 30,000 212,400.00 L.F. 1.00 2,740 2,740.00 L.F. 20.00 110 2,200.00 200 201 202
203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 Furnish and install 10" PVC SDR 35 sanitary sewer pipe, including embedment Furnish and install
12" PVC SDR 35 sanitary sewer pipe, including embedment Furnish and install 4' diameter sanitary sewer manhole, complete and in place Furnish and install 4' diameter sanitary sewer manhole
with internal drop, complete and in place Install and connect various size sanitary sewer services, including clean-outs, per plans Furnish and install 24" steel encasement pipe for
sanitary sewer lines as shown on the plans, includina spacers and embedment RESERVED Remove and dispose of existing manhole Furnish, install, maintain and remove erosion control devices
Remove concrete channel lining Remove existing 66" RCP Remove 3-66" headwall Remove 54" headwall and RCP Remove 9'x5' box culvert Remove 24" RCP Remove 30" RCP Remove 30" headwall Remove
CMP and headwall Remove 2-4'x2' headwall Salvage Fire hydrant and valve Construct concrete pilot channel 8' standard curb inlet 10' standard curb inlet 12' standard curb inlet 8' Recessed
curb inlet L.F. L.F. EA. EA. EA. L.F. EA. L.S. L.S. L.F. EA. L.F. L.F. L.F. L.F. EA. L.F. EA. EA. SY EA. EA. EA. EA. 27.08 47.25 1,706.41 3,585.96 755.08 75.89 5,599.46 50,602.00 27,336.45
31.04 1,337.22 103.37 96.48 56.63 29.07 465.08 21.03 416.80 156.77 25.00 1,753.79 1,980.00 2,320.00 1,750.00 1,396 1,177 646 300 5 763 2 28 30 60 16 1 39 2 85 637 37,803.68 55,613.25
10,238.46 14,343.84 4,530.48 22;767.00 27,997.30 50,602.00 27,336.45 23,683.52 2,674.44 2,894.36 2,894.40 3,397.80 465.12 465.08 820.17 833.60 156.77 2,125.00 10,522.74 5,940.00 2,320.00
12,2
50.00Archer Western Contractors 225 10' Recessed curb inlet EA. 1,980.00 11 21,780.00 226 2-8' Recessed curb inlet EA. 3,600.00 1 3,600.00 227 10' modified curb inlet EA. 2,500.00 1
2,500.00 228 2-Grate Inlet EA. 2,300.00 4 9,200.00 229 "V" inlet EA. 1,400.00 13 18,200.00 230 1'x1' grate inlet EA. 1,500.00 1 1,500.00 231 Double 10'x6' PW Wingwall for one end treatment
EA. 6,000.00 1 6,000.00 232 1-6'x5' PW Wingwall for one end treatment EA. 3,003.06 1 3,003.06 233 30" Type "A" headwall EA. 1,005.44 1 1,005.44 234 36" Type "B" headwall EA. 1,202.30
1 1,202.30 235 Box Culvert Storm Manhole EA. 1,195.96 6 7,175.76 236 Type A storm sewer manhole EA. 1,620.42 1 1,620.42 237 18" RCP storm sewer pipe L.F. 59.01 8 472.08 238 21" RCP storm
sewer pipe L.F. 51.16 914 46,760.24 239 24" RCP storm sewer pipe L.F. 57.05 925 52,771.25 240 30" RCP storm sewer pipe L.F. 69.19 583 40,337.77 241 36" RCP storm sewer pipe L.F. 106.12
40 4,244.80 242 54" RCP storm sewer pipe L.F. 219.93 19 4,178.67 243 60" RCP storm sewer pipe L.F. 452.96 6 2,717.76 244 4'x2' box culvert L.F. 145.44 24 3,490.56 245 6'x3' box culvert
L.F. 185.62 244 45,291.28 246 6'x5' box culvert L.F. 221.10 112 24,763.20 247 7'x5' box culvertL.F. 288.91 260 75,116.60 248 8'x5' box culvert L.F. 301.38 590 177,814.20 249 9'x5' box culvert L.F. 381.13 4,516 1,721,183.08 250 10'x5' box culvert L.F. 416.24 512 213,114.88 251
10'x6' box culvert L.F. 439.31 1,395 612,837.45 252 21" RCP w/36" steel encasement by bore and jack L.F. 313.23 48 15,035.04 253 24" RCP 2/36" steel encasement by bore and jack L.F.
313.70 42 13,175.40 254 30" RCP w/42" steel encasement by bore and jack L.F. 338.94 38 12,879.72 255 4" Schedule 40 PVC pipe L.F. 9.03 1,572 14,195.16 256 8" Schedule 40 PVC pipe L.F.
28.06 15 420.90 257 PVC Fittings for Schedule 40 PVC pipe LS 10.00 1 10.00 258 12" HOPE storm sewer pipe L.F. 38.48 124 4,771.52 10" Reinforced Concrete Pavement sawcutlremoval/replacement
at 259 Surveyor Blvd. and Midway Road (includinQ Midway Road median) SV 81.16 510 41,391.60
Archer Western Contractors 8" Reinforced Concrete Parking Lot sawcuUremoval/replacement at 260 Pumo Station SY 73.67 45 3,315.15 261 Fire Hydrant (including 6" water lead and valve)
EA. 2,591.65 1 2,591.65 262 8" C909 PVC Class 150 water line L.F. 55.18 85 4,690.30 60" RCCP water lowering including but not limited to all thrust 263 blockinQ, fittinQs, and appurtenances
(per DWU standards) L.F. 1,413.99 80 113,119.20 264 16" C900 PVC Class 150 Water lowering L.F. 143.17 30 4,295.10 265 8" C909 PVC Class 150 Water lowering L.F. 145.67 40 5,826.80 266
Trench Safety L.F. 1.00 14,536 14,536.00 267 Sediment removal, inside 66" RCP CY 30.74 250 7,685.00 268 Remove 9'x5' Headwall on West side of Midway Road EA. 1,256.75 1 1,256.75 Preparation
and implementation of SWPPP, per specifications and 269 TCEQ requirements LS 500.00 1 500.00 270 60" Butterfly Valve and Appurtenances, per plans LS 18,309.88 1 18,309.88 271 Grouted
Riprap SY 36.29 750 27,217.50 Temporary 8" thick Asphalt Pavement (2" HMAC Type D, 6" HMAC Tvoe 8). oer Traffic Control Plan 301 Traffic Signals -Arapaho Road at Addison Road L.S. 23,000.00
1 23,000.00 302 Traffic Signals -Arapho Road at Surveyor Boulevard L.S. 10,500.00 1 10,500.00 303 Conduit, 2" schedule 40 PVC L.F. 5.00 11,003 55,015.00 304 Conduit, 2" schedule 40 PVC,
bored and trenched L.F. 20.00 108 2,160.00 305 Conduit, 4" schedule 40 PVC, bored and trenched L.F. 25.00 195 4,875.00 306 Conduit (RM)(1-1/2") L.F. 20.00 243 4,860.00 307 35' 3" street
light pole EA. 2,000.00 9 18,000.00 308 Pedestrian base and light pole EA. 3,400.00 64 217,600.00 309 Combination, street light w/pedestrian fixture EA. 8,500.00 13 110.500.00 310 Retaining
Wall Mounted Light Pole EA. 1,500.00 4 6,000.00 311 70W wall mounted luminaire fixture EA. 6,750.00 4 27,000.00 312 Cable, insulated, #6 AWG L.F. 1.00 22,706 22.706.00 313 Cable, insulated,
#8 AWG L.F. 0.85 770 654.50 314 Bare ground, #8 AWG L.F. 0.85 385 327.25 315 Bare ground, #6 AWG L.F. 1.00 11,353 11,353.00 316 Cable, insulated. #4 AWG L.F. 1.00 780 780.00 317 Bare
ground, #4 AWG L.F. 1.00 390 390.00 318 Foundation. 35' 3" street light pole EA. 800.00 21 16.800.00
319 320 321 322 Foundation, pedestrian light pole Ground mounted pullbox, Type A Ground mounted pullbox, Type C Lighting control cabinet Archer Western Contractors L.F. EA. EA. EA. 800.00
500.00 500.00 6,000.00 64 24 13 51,200.00 12,000.00 500.00 18,000.00 401 Furnish and install Shumard Oak (4" cal.) EA. 701.68 36 25,260.48 402 Furnish and install Shantung Maple (3"
cal.) EA. 377.83 37 13,979.71 403 Furnish and install Savannah Holly (30 gal. specimen) EA. 205.11 105 21,536.55 404 Furnish and install VitexlChaste Tree (30 gal. specimen) EA. 248.29
8 1,986.32 405 Furnish and install Crape Myrtle (30 gal.) EA. 183.52 43 7,891.36 406 Furnish and install Dwarf Burford Holly (5 gal.) EA. 17.27 225 3,885.75 407 Furnish and install Fringe
Flower (5 gal.) EA. 19.43 108 2,098.44 408 Furnish and install Harbor Dwarf Nandina (3 gal.) EA. 16.19 263 4,257.97 409 Furnish and install Mary Nell Holly (5 gal.) EA. 19.43 178 3,458.54
410 Furnish and install purple wintercreeper (1 gal.) EA. 3.24 1,727 5,595.48 411 Furnish and install Asian Jasmine (1 gal.) EA. 2.27 14,706 33,382.62 412 Furnish and install Indian
Grass (5 gal.) EA. 21.59 66 1,424.94 413 Furnish and install Bushy Bluestem Grass (5 gal.) EA. 21.59 130 2,806.70 414 Furnish and install Little Bluestem Grass (3 gal.) EA. 17.27 615
10,621.05 415 Furnish and install Lindheimer's Muhly (3 gal.) EA. 17.27 104 1,796.08 416 Furnish and place solid sod (Bermuda) S.Y. 2.43 12,800 31,104.00 417 Furnish and place Hydromulch
(Bermuda) S.F. 0.05 105,082 5,254.10 418 Furnish and install tree protection L.F. 1.62 4,000 6,480.00 419 Furnish and place compost in turf areas (sod only) C.Y. 32.39 363 11,757.57
420 Furnish and install finely shredded hardwood bark mulch C.Y. 32.39 346 11,206.94 421 Furnish and install bed preparation with compost C.Y. 34.54 346 11,950.84 422 Furnish and install
irrigation system, turnkey L.S. 123,798.62 1 123,798.62 423 Furnish and install crosswalk brick pavers (see specs) S.F. 14.25 2,016 28,728.00 424 Furnish and install median pavers (see
specs) S.S.F. 17.31 3,724 64,462.44 425 Furnish and install walkway pavers (see specs) S.F. 10.75 4,472 48,074.00 426 Furnish and place 5" reinforced concrete paving S.F. 3.11 43,207
134,373.77 427 Furnish and place 5" reinforced concrete path S.F. 3.70 28,845 106,726.50 428 Furnish and place 12" concrete bands L.F. 12.57 2,396 30,117.72 429 Embankment C.Y. 13.81
248 3,424.88 430 Furnish and install flush concrete strips (2'x10') S.F. 14.12 20 282.40
Archer Western Contractors 431 Furnish and place decomposed granite paving S.F. 1.78 32,488 57,828.64 432 Furnish and place river cobbles with drain pipe. if shown C.Y. 375.31 59 22.143.29
433 Furnish and install flagstone paving S.F. 15.69 6,100 95,709.00 434 Furnish and install ADA ramp EA. 1.150.00 7 8,050.00 435 Furnish and install tree grate EA. 293.92 22 6,466.24
436 Furnish and place concrete benches (18" ht.) EA. 562.21 3 1,686.63 437 Furnish and install CMU wall (includes footing) L.F. 78.11 144 11,247.84 438 Furnish and install brick veneer
(see specs) S.F. 4.26 608 2,590.08 439 Furnish and install cast stone cap L.F. 20.39 144 2,936.16 440 Furnish and install modular retaining wall system (mesa) S.F. 17.35 1,708 29,633.80
441 Furnish and install security fence on retaining wall L.F. 86.75 477 41,379.75 442 Furnish and install decorative metal fence L.F. 66.98 895 59,947.10 443 Furnish and install decorative
metal gate EA. 12.000.00 1 12,000.00 444 Furnish and place brick columns EA. 732.04 6 4,392.24 Furnish and install pedestal voice communication unit (includes 445 footing) EA. 5,000.00
3 15,000.00 446 Furnish and install steel edging L.F. 2.43 484 1.176.12 501 48" Dia. Concrete Drilled Shaft (TXDOT Item 416) LF 143.59 147 21,107.73 502 60" Dia. Concrete Drilled Shaft
(TXDOT Item 416) LF 229.63 312 71,644.56 503 96" Dia. Concrete Drilled Shaft (TXDOT Item 416) LF 518.46 365 189,237.90 Cast-In-Place Concrete Abutment (TXDOT Item 420) (Class F 504 IConcrete
-5000 pst) I CY I 500.00 I 79.3 I 39,650.00 Cast-In-Place Concrete Bents 2-8 & 11-14 (TXDOT Item 420) (Class 505 IF Concrete -5000 pst) I CY I 600.00 I 1,037.5 I 622,500.00 Cast-In-Place
Concrete Bents 9 & 10 (TXDOT Item 420) (Class F 506 IConcrete -5000 pst) I CY I 650.00 I 505.2 I 328,380.00 Cast-In-Place Concrete Diaphragm (TXDOT Item 420) (Class F 507 IConcrete -5000
pst) I CY I 1,400.00 I 99.4 I _139.160.00 Construct Reinforced Concrete Slab (TXDOT Item 422) (Class S 508 IConcrete) I SF I 10.00 I 83,680 I 836,800.00 Precast Prestressed Concrete
Members (TXDOT Item 425) (U54 509 Beams) LF 250.00 6,089 1,522,250.00 510 Concrete Surface Treatment (TXDOT Item 428) SY 0.39 9,298 3,626.22 511 Structural Steel for Steel Arch (TXDOT
Item 442) LB 5.00 175,000 875,000.00 512 Structural Steel for Steel Stinger (TXDOT Item 442) LB 3.72 12,701 47,247.72
· Archer Western Contractors 513 514 515 516 517 518 519 520 Furnish, Install & Tension Structural Strands, 2 1/2" Dia (Tech Spec SSH Pedestrian Rail (TXDOT Item 450) Traffic Rail Type
T4 (S) (MOD) "A" (TXDOT Item 450) Traffic Rail Type T4 (S) (MOD) "B" (TXDOT Item 450) Sealed Expansion Joint (4") (TXDOT Item 454) Structural Approach Slab (TXDOT Item 442) "Addison"
Logo Form Liner Standard 24" x 24" Monument Plaque LS LF LF LF LF CY LS EA. 163,709.30 61.99 92.19 61.95 73.21 200.66 9,144.80 1,139.01 1 1,604 1,577 1,576 363.7 73.6 12 163,709.30 99,431.96
145,383.63 97,633.20 26,626.48 14,768.58 9,144.80 2,278.02 601 Furnish & install Conduit, 3/4" schedule 40 PVC LF 3.00 3,870 11,610.00 602 Furnish & install Conduit, 2" schedule 80 PVC
LF 6.00 760 4,560.00 603 Furnish & install Conduit, 3/4" schedule 40 RMC LF 10.00 3,620 36,200.00 604 Furnish & install Conduit, 1" schedule 40 RMC LF 10.00 150 1,500.00 605 Furnish
& install Electrical Conductor, #2, Bare LF 2.00 450 900.00 606 Furnish & install Electrical Conductor, #2, Insulated LF 2.00 1,000 2,000.00 607 Furnish & install Electrical Conductor,
#6, Bare LF 1.00 1,040 1,040.00 608 Furnish & install Electrical Conductor, #6, Insulated LF 1.00 3,680 3,680.00 609 Furnish & install Electrical Conductor, #8, Bare LF 0.85 1,485 1,262.25
610 Furnish & install Electrical Conductor, #8, Insulated LF 0.85 3,130 2,660.50 611 Furnish & install Electrical Conductor, #10, Bare LF 0.45 4,630 2,083.50 612 Furnish & install Electrical
Conductor, #10, Insulated LF 0.45 10,410 4,684.50 613 Furnish & install Electrical Conductor, #12, Bare LF 0.35 3,420 1,197.00 614 Furnish & install Electrical Conductor, #12, Insulated
LF 0.35 6,840 2,394.00 615 Furnish & install Ground Box (Type E) EA. 500.00 9 4,500.00 616 Furnish & install Junction Box EA. 150.00 52 7,800.00 617 Furnish & install Fused Disconnects
EA. 800.00 3 2,400.00 618 Furnish & install Pedestal Service & Foundation EA. 6,000.00 1 6,000.00 619 Furnish & install Load Distribution Center & Foundation EA. 12,000.00 2 24,000.00
24,000.00 620 Furnish & install 120v Weatherproof Duplex Receptacles EA. 200.00 12 2,400.00 621 Furnish & install LED Drivers EA. 1,000.00 36 36,000.00 Furnish & Install Fixtures & Mounting
Type "A-1A" Arch Floodlight 622 Iw/Baffies, 175w I EA. I 4,700.00 I 2 I 9,400.00 Furnish & Install Fixtures & Mounting Type "A-1B", Arch Floodlight 623 Iw/Baffies, 250w I EA. I 4,850.00
I 4 I 19,400.00
Archer Western Contractors Furnish &Install Fixtures &Mounting Type "A-1C", Arch Floodlight 624 Iw/Baffles,400w I EA. I 5,100.00 I 3 I 15,300.00 Furnish &Install Fixtures &Mounting Type
"A-2A", Arch Floodlight, 625 1175w I EA. I 4,100.00 I 2 I 8,200.00 Furnish &Install Fixtures &Mounting Type "A-2B", Arch Floodlight, 626 1250w I EA. I 4,250.00 I 4 I 17,000.00 Furnish
&Install Fixtures &Mounting Type "A-2C", Arch Floodlight, 627 1400w I EA. I 4,500.00 I 3 I 13,500.00 Furnish &Install Fixtures &Mounting Type "B", Blue LED Marker 628 ILight I EA. I
5,500.00 I 22 I 121,000.00 Furnish &Install Fixtures &Mounting Type "C-1", LED Linear 629 IGrazing Accent, 18" I EA. I 1,000.00 I 54 I 54,000.00 Furnish &Install Fixtures &Mounting Type
"C-2", LED Linear 630 IGrazina Accent, 12" I EA. I 1,000.00 I 54 I 54,000.00 631 IFurnish &Install Fixtures &Mounting Type "0", Induction Area Light I EA. I 1,750.00 I 48 I 84,000.00
Furnish &Install Fixtures &Mounting Type "E-1", Stinger Lighting, 632 IDeck Mount I EA. I 2,300.00 I 2 I 4,600.00 Furnish &Install Fixtures &Mounting Type "E-2", Stinger Lighting, 633
ITriangular Bent Mount I EA. I 2,300.00 I 2 I 4,600.00 Furnish &Install Fixtures &Mounting Type "F", Roadway Lighting, 634 120' Height I EA. I 4,800.00 I 20 I 96,000.00 Furnish &Install
Fixtures &Mounting Type "G", Roadway Lighting, 635 35' Hei ht EA. 5,000.00 9 45,000.00 636 Grounding of Steel Structures LS 5,000.00 1 5,000.00 701 Pedestrian base and fight pole EA.
3,000.00 3 9,000.00 702 Foundation, pedestrian light pole EA. 800.00 3 2,400.00 703 Bare ground, #6 AWG L.F. 1.00 135 135.00 704 Cable, insulated, #6 AWG L.F. 1.00 270 270.00 801 Furnish
and install Shantung Maple (3" cal.) EA. 377.83 22 8,312.26 802 Furnish and install Vitex/Chaste Tree (30 gal. specimen) EA. 248.29 9 2,234.61 803 Furnish and install Wildflower Mix
(seed) S.F. 0.16 2,642 422.72 804 Furnish and install Indian Grass (5 gal.) EA. 21.59 9 194.31 805 Furnish and install Little Bluestem Grass (3 gal.) EA. 17.27 522 9,014.94 806 Furnish
and install Lindheimer's Muhly (3 gal.) EA. 17.27 136 2,348.72
Archer Western Contractors 807 Furnish and install Weeping Love Grass (see specs) S.Y. 0.68 1,323 899.64 808 Furnish and install solid sad (Buffalo 609) ·S.Y. 4.05 5,616 22,744.80 809
Furnish and install solid sad (Bermuda) S.Y. 2.43 2,790 6,779.70 Furnish and place compost @sad (Bermuda), wildflower & Weeping 810 Love Grass C.Y. 32.39 233 7,546.87 811 Furnish and
install finely shredded hardwood bark mulch C.Y. 32.39 40 1,295.60 812 Furnish and install bed preparation with compost C.Y. 34.54 40 1,381.60 813 Furnish and install walkway pavers
(see specs) S.F. 6.89 2,465 16,983.85 814 Furnish and place 12" concrete bands L.F. 12.60 2,245 28,287.00 815 Furnish and place 6" concrete bands L.F. 11.03 540 5,956.20 816 Embankment
C.Y. 12.88 8,060 103,812.80 817 Furnish and install flush concrete strips (2'x1 0') S.F. 10.92 100 1,092.00 818 Furnish and place river cobbles with drain pipe, if shown C.Y. 446.80
15 6,702.00 819 Furnish and place landscape boulders EA. 400.27 26 10,407.02 820 Furnish and install flagstone paving S.F. 15.88 4,888 77,621.44 821 Furnish and place concrete benches
(18" ht.) EA. 449.15 18 8,084.70 822 Furnish and place concrete benches (22" ht.) EA. 640.97 7 4,486.79 823 Furnish and place concrete retaining wall (includes footing) C.Y. 297.97 82
24,433.54 824 Furnish and install steel edging L.F. 2.43 85 206.55 901 Furnish and place 5" reinforced concrete paving S.F. 6.64 -2,476 (16,440.64) 902 Furnish and place Hydromulch (Bermuda)
S.F. 0.05 -105,082 (5,254.10) 903 Furnish and install tree grate EA. 1,913.90 -1 (1,913.90) SUB-TOTAL AMOUNT OF DEDUCTIONS FOR BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE IX,
ITEMS 901 THROUGH 903, INCLUSIVE $ (23,608.64) TOTAL AMOUNT BID ALTERNATE #1 FOR MATERIALS AND SERVICES, SCHEDULE VI THROUGH SCHEDULE IX, ITEMS 701 THROUGH 903, INCLUSIVE ALL DEDUCTIONS
$ 339,446.02 1001 35'3" Street Light Pole (Steel Type) EA. 1,200.00 9 10,800.00 1002 Pedestrian Light Pole (8teel Type) EA. 3,200.00 64 204,800.00 1003 Combination, Street Light w/Pedestrian
Fixture ((Steel Type) EA. 7,200.00 13 93,600.00 1004 Retaining Wall Mounted Light Pole (Steel Type) EA. 5,600.00 4 22,400.00
Archer Western Contractors 35'-3" Street Light Pole (aluminum) Pedestrian Light Pole (aluminum) Combination, Street Light w/Pedestrian Fixture (aluminum) Retaining Wall Mounted Light
Pole (aluminum) EA. 2,000.00 -9 (18,000.00) EA. 3,300.00 -64 (211,200.00) EA. 8,500.00 -13 (110,500.00) EA. 6,750.00 -4 (27,000.00) PAVING, UTILITIES, SIGNALIZATION, AND STREETSCAPE
BID SCHEDULE SUMMARY ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD Base Bid Bid Schedule & Description Total Amount Materials & Service 709,871.75 614,220.75 3,741,303.93
5,255,580.09 1,129,910.66 $ $ ,4,828,863.14 J.i:."J,i..f7 􀀧􀀳􀀮􀁊􀀮􀁩􀀵􀁾 􀁾􀁾 ) $ $ $ $ $ $ $ $ $ $ Roadway Improvements Utility Improvements Lighting and Signalization Improvements
Streetscape Improvements Bridge Construction Bridge Lighting I. II. III. IV. V. VI. TOTAL BID FOR SCHEDULES I -VI =TOTAL OF STANDARD BID (A): $ $ 􀁾 S,Q79,62Q.3Z-I to) 􀁾􀀬 6 ) 􀀷􀀭􀁾"2..
􀁾 􀁾􀁾
Archer Western Contractors TOTAL OF TIME BID: (CALENDAR DAYS) TOTAL OF CALENDAR DAYS X $4,000 (B): BASIS FOR COMPARISON OF BIDS: (A) + (B) =TOTAL BID: Additive Alternate I 425 $ 1,700,000.00
$ 􀀱􀀧􀀧􀀧􀀬􀀷􀀧􀀷􀁓􀀬􀀵􀁾􀀶􀀮􀀧􀀵􀀲􀀡 \8) 􀁯􀁾􀀿􀀾􀀢 􀀿􀀭􀁾􀀢􀁚􀀮􀀮 􀁾 􀁎􀁜􀁾 J Bid Schedule & Description Total Amount Materials & Service VI/. VI/I. IX. Roadway Lighting Streetscape
Improvements Deductions if alternative #1 is Accepted TOTAL BID FOR ADDITIVE ALTERNATE I = TOTAL OF ADDITIVE ALTERNATE BID (A): TOTAL OF CALENDAR DAYS X $4,000 (B): BASIS FOR COMPARISON
OF BIDS: Additive Alternate I (A) + (B) = TOTAL BID: $ $ $ $ $ $ $ $$$ 11,805.00 351,249.66 (23,608.64) 339,446.02 4,000.00 343,446.02 'j. Additive Alternate II Bid Schedule & Description
Total Amount Materials & Service X. Roadway Lighting $ $ 331,600.00
Archer Western Contractors ($31,100.00) (366,700.00) $ $ $ $ ($35,100.00) 4,000.00 Deductions if alternative #2 is Accepted TOTAL BID FOR ADDITIVE ALTERNATE II = TOTAL OF ADDITIVE ALTERNATE
BID (A): TOTAL OF CALENDAR DAYS X $4,000 (B): BASIS FOR COMPARISON OF BIDS: Additive Alternate II (A) + (B) = TOTAL BID: XI.
TRA VELERS CASUALTYAND SURETYCOMPANYOFAMERICA Hartford, Connecticut 06183-9062 BIDBOND BID BOND ACCOUNT # 8 SB 5676997BeM KNOWALL MENBY THESE PRESEmS, That we, ARCHER WESTERN CONTRACTORS,
LTD. 2121 Avenue" J': Suite 103, Arlington, Texas 76006 as Principal, hereinafter called the Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, of Hartford, Connecticut,
a corporation duly organized under the laws of the State of Connecticut and authorized to transact business in the State of Texas, as Surety, hereinafter called the Surety, are held
and fmnly bound unto TOWN OFADDISON, TEXASas Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF BID PRICE (5% ) for the payment of which sum well and truly to be
made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, fIrmly by these presents. WHEREAS,
the Principal has submitted a bid for ARAPAHO ROAD -PHASE 111-SURVEYOR BOULEVARD TO ADDISON ROAD NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal
shall enter into a Contract with the Obligee in accordance with the terms ofsuch bid, and give such bond or bonds as may be specifIed in the bidding or Contract Documents with good and
sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure
of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specifIed
in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and
void, otherwise to remain in full force and effect. Signed and sealed this 􀀲􀁾􀁨 day of 􀁍􀁁􀁾 A.D., 2004. TORS. LTD. By: (Seal) 􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀭􀀭􀁦􀁌􀀭􀀱􀀧􀀮􀁌􀁦􀀭􀀮􀁉􀀭􀀯􀁉􀀬􀀧􀁴􀁉􀁉􀀡􀁊􀁩􀁒􀀭􀀭�
�􀁩􀁾􀁟􀁟􀀴􀁲􀀡􀁾􀁦􀁟􀁟􀁟􀁟􀁟􀀭􀀭 TRA VELERS CASUALTYANDSURETYCOMPANYOFAMERICA (AMBest Rating: A+ X11 By: b 􀁾 􀀷􀁴􀁾 (Seal) KEVINP. NA 'L, ATTORNEY-IN-FACT Telephone: (847) 384-8619
Printed in cooperation with the American Institute of Architects (AIA) by Travelers Casualty and Surety Complinyof America. The language in the document conforms exactly to the language
used in AIA Document A310, February 1970 edition. (S-1869-G-I)
,'!·r TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183-9062 POWER OF ATTORNEY AND CERTIFICATE
OF AUTHORITY OF ATTORNEY(S)-IN-FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY
􀁃􀁏􀁾􀁁􀁎􀁙􀀬 corporations duly organized under the ,laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of CoDllecticut,(hereinaf
ter the "Companies") hath made, constituted _and appointed, and do by these presents make, constitute and appomt Kevin P. Nagel, Eileen Lucitt, of Park Ridge I crestwood, Illinois, theit
,true and lawful Attomey(s)-in-Fact, with full power andauthority hereby conferred to sign, execute and acknowledge, at anyplace within the United States,the following instrument(s):
by his/her sole signature and act, any and all bonds, recognizances, contracts oniKlemnity, and other writings obligatory in the natUre of a bond, recognizance, or conditional undertaking
and any and all consents incident thereto, not limited to a specific amount, and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly
authorized officers of the Companies, and all the acts of said Attomey(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is 􀁭􀁡􀁾
under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now infullforce and effect: VOTED: Thatthe Chainnan, the 'President, any Vice Chainnan,'8IlY
􀁾􀁸􀁥􀁣􀁵􀁴􀁩􀁶􀁥 Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the CorporateSecretaiy or my Assistant
SecretarY may appointAttorneys-in-Fact and Agents to act for and on behalfofthe company and maygive such appointee such authority as his or her certificate of authority may prescribe
to sign with the Company's name and seal with the Company's seal bonds, recognizances, C9ntracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or
conditional undertaking, and any of said officers or the Board ofDirectors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chainnan,
the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part ofthe foregoing authority to oneorJIlore
officers or eIil.ployees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office ofthe Secretary. VOTED; That any bond, recognizance,
contract of indemnity, or writing obligatory in the nature of a bond, reeogirizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President,
any Vice Chairman, any Executive Vice President, any Senior Vice President or or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate
Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one
or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates ofauthority or by one or more Company officers'pursuant to a written
delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (meehanical or printed) under and by authority of the following Standing
Resolution voted by the Boards of Directon of TRAVELERS_CASUALTYAND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution
is now in full force andeft'ect: V01ED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,
President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate
relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bOnds and undertakings and other
writings obligatory in the nature thereof, and any such power ofattorney or certificate bearing such facsimile, signature or facsimile seal shall be valid and binding upon the Company
and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking
to which it is attached. SPECIAL WORDING (11-00)
,.,. c· 􀁾.. lravelers 􀁾IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002" President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the
"Act"). The Act establishes .a short-term program under: which the, Federal Government will share in the payment of covered losses caused 'by certain acts of international terrorism.
We are providing you with this notice to inform you of the key features of 􀁴􀁨􀁾 Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers
are required to provide coverage for certain , losses caused by international acts of terrorism as defined in the Act. The Act further provides that the Federal Government will pay a
share of such I'osses. Specifically, the Federal Government will pay 90% Of the amount ofcovered'los$es caused by certain acts of terrorism which is ;n' excess of Travelers' statutorily
established 􀁤􀁥􀁤􀁬􀁊􀁣􀁴􀁾􀁢􀁬􀁥 for that ye'ar. The Act also caps the amount of terrorismrelated terrorismrelated losses for which the' Federal Government or an insurer can be re.sponsible
at $100,000,000,000.00, provided that the insurer has met its deductible. ' Please note that passage of the Act does not result in any change in coverage under the attached policy or
bond (or the policy or bond being quoted). Please a.lso note that no separate addition'al 􀀬􀁾 premium charge has been made for, the terrorism coverage required by the Act. The premium
charge that is allocable to such cqvercrge, is 'ill,geparable from and imbedded in your overall 􀁰􀁲􀁥􀁭􀁩􀁷􀁾􀁌􀁡􀁮􀁤 is no more thaJi one percent of your premium. 􀀮􀀬􀁾 ..
/TOWN OF ADDISON, TEXAS ARAIWtO ROAD· PHASE III Project No. 04-022 CHANGE ORDER NUMBER: 5 1. CONTRACTOR: Archer Western Contractors 2. Change Order Work Umits: SIB. 34+07 to SIB. 87+88
3. Describe the work being revised: See Attached Reason Sheet 4. Work to be performed in aceordanc:e with Ilems: See attached Tables 5. New or revised plan sheet(s) are attached and
numbered: IR-G1, 06 & 07; 􀁂􀁒􀁾􀀲􀀬 SO, 58 & 59 6. New general notes to the contract are atIachecI: IJ Yes Ii1I No 7. New Special Provisions to Ite N/A No. N1A. Special Specifk;ation
Item l:J!!l. are attached. Each signatory hereby warran1s that each has the authority to execute this Change Order (CO). The following InfonnatJon must be provided The coonctamun sign
the Change Order and, by doing so, 8l788S 10 waiwI and all cl8irm for additional compensation due 110 any andallother ; addition8I changes for time, overhead and profit; or loss of compensation
as a re3ult ofth/& cIrenge. Time Ext. #: 2 Days added on this CO: 33 1/4/00 Amount added by this change order: $63,942.44 TypedlPrintsd Name AetJ /..J:-/4eOi'12 • TypedlPrinted Title
􀁦􀁲􀁾􀁪􀀱􀀴􀀱 tJ1AIfMpIf.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road 􀁾􀁾􀁩􀁴􀀻􀁾 NQ·, 􀁑􀀴􀀺􀀭􀁾 Change Order-No.5 Reason for Change This change order will increase work by ten new contract work
items, the reduction in qua,ntity of two origir1a,lt>id items a,nd. We irlcrease irl qtIa,ntity of3 origirla,l bid. itetns. 􀀱􀁨􀁾 change order will result in Thirty-three (33) days
time extension to the contract IteDl Z33. -3.Q" 􀁬􀀢􀁹􀁰􀁾 'A' 􀁡􀁾􀁤􀀮􀁷􀁡􀁮􀀺􀀮 History ofwhy the change order ocew:red -Deletion of the original bid item, which was determine not
to be required. See below. Impact to the contract amount -A credit amoun,t of$1,005.44 to the base contract Impact to the project schedule -The project calendar dar total is not affected.
Item 255 -4' Schedule 40 PVC pipe Contractor was instructed to provide an additional 4" PVC conduit for cable services and electrical services that will be compensated under the existing
contract bid item unit price. History ofwhy the change order ocew:red -Additional conduit runs were installed for the existing services for cable which could not be instilled within
the same conduit; alignment adjustment for the existing services and to continue to provide an spare conduit for future • and Impact to the contract amount -A total dollar amount of
$5,950.77 is approved. Impact to the project schedule -The project calendar day total is not affected.
Arapaho Road -Phase III SurveyOI Blvd.. to. Addison Road Prof·eet No. 04-22 ___•• ,.., ... 􀁾 􀁾 • _. 􀁾 • _ .• r Change Order No.5 Item 262 -8" C909 PVC Class 150 Water Line (Related
to PCO #054): The contractor was asked to provide additional 8" PVC water main, which would be compensated under the existing contract bid item unit price. History ofwhy the change order
occurred -After the start ofthe construction, it was observed that the existing as-built condition ofthe existing 8" water main would be under the future MSE #4 -retaining wall. This
cost is for the relocation of the existing water main to the outside/fromunder the retainingwall. Impact to the contract amount -A total dollar amount of $10,484.20 is approved.. Impact to the project schedule -The project calendar day total is not affected.
Item 305-Conduit, 4" Schedule 40 PVC, Bored and Trenched: Contractor was requested to provide additional conduit runs, which will be compensated under the existing contract bid item
unit price. History ofwhy the change order occurred -An additional conduit run to compensate for the as-built condition found at the new Arapaho Rd/Addison Rd intersection traffic control
system. Also, additional conduit quantity to avoiding existing under ground obstructions. Impact to the contract amount -A total dollar amount of $7,750.00 is approved. Impact to the
project schedule -The project calendar day total is not affected. Item 424 -Furnish and Install Median Pavers (pCO #062): History ofwhy the change order occurred -Adjustments to the
median at the railroad grade crossings to make the look of the roadway crossing uniform. Impact to the contract amount -A credit amount of $11,251.50 to the base contract. Impact to
the project schedule -The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1238 -Relocate existing 8" Valve and Main (pCO # 054): Contractor directed to locate,
excavate and remove the driveway entrance to fine the existing valve to isolate the section of the 8" water main to be relocated. The Contractor claimed $1,267.29 for the relative work
that was incurred. History ofwhy the change order occurred -After the srnrt ofthe construction, it was observed that the existing as-built condition ofthe existing 8" water main would
be under the future MSE #4 -retaining waIl. This work didn't directly impact the critical path ofthe project. Impact to the contract amount -The dollar amount of $1,267.29 is approved.
Impact to the project schedule -The project calendar day total is not affected Item 1239 -Demo of Existing SBC Manhole (pcO #045): Contractor claimed two additional days for the remove
the existing SOC Manhole which was in the way of the new 12" Sanitary Sewer installation. Contractor also claims $1,432.78 for additional costs incurred. History ofwhy the change order
occurred -Due to the time frame, the contractor was asked to remove the manhole instead ofwaiting for SBC, not to delay the contract schedule. This work didn't directly impact the critical
path of the project. Impact to the contract amount -The dollar amount of $1,432.78 is approved. Impact to the project schedule -Impact to the project schedule -The contractor has claimed
two additional day for this work.. This work did not affect the critical path of the project. The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road 􀁐􀁲􀁯􀁪􀁾􀁾 No. 􀀰􀀴􀀭􀁾 Change Order No.5 Item 1240 -Future Irrigation Water Tap at Surveyor Blvd. (pCO #030): Contractor was
requested by the Town of Addison to install an additional water tip for future irrigation for existing property adjacent to the Arapaho Roadway. The Contractor claimed $4,568.84 for
the relative work that was incurred. History ofwhy the change order occurred -Initial paint specified for the Pedestrian Railing was a System II vinyl paint. After reviewing the specifications
and expected performance with the contractor and his paint subconsultmt it was detennined that a Carboline acrylic paint system was more advantageous to the pedestrian rail. This work
didn't directly impact the critical path of the project. Impact to the contract amount -The dollar amount of $4,568.84 is approved. Impact to the project schedule -The project calendar
day total is not affected. Item 1241-Future Tie-in along Midway road /lrrigation System (pCO #30): Contractor cIam:s $13,698.14 for additional costs incurred with days to be detetmined.
History ofwhy the change order occurred -In the beginning of the contract, it was decided by the Town ofAddison to provide the area with additional access for water source. Change' were
issued to the contract changing the Tie-in to the existing 16" Water main and adding new 4" & 6" water main line with valves. Impact to the contract amount -The dollar amount of $13,698.14
is approved. Impact to the project schedule -The contractor has 2laimed additional day for this work to be detetmined. This work did not affect the critical path ofthe project. The project
calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road, Project No. 04-22 Change Order No.5 Item 1242 -Related Cost for the Extension ofMSE#2 (pCO #044): Contractor claims $1,749.99
for costs incurred not covered by bid items. History ofwhy the change order occurred -During the construction, it was determine to extend the MSE wall along the property ofBullough/Lyko.
This would lessen the impact to the adjacent property during the construction. This cost was incurred by the modification to the drainage system. This work didn't directly impact the
critical path of the project. Impact to the contract amount -The dollar amount of 1,749.99 was approved. Impact to the project schedule -The project calendar day total is not affected.
Item 1243 -T-4 Railing Transition Adjustments (peo # ): Contractor claims $917.38 for additional costs incurred. History ofwhy the change order occurred -The Contractor was directed
in the field to change fonnwork to modify some conflicting condition along the T-4 Transition end. This This work didn't directly impact the critical path of the project. Impact to the
coptract amount -The dollar amount of$917.38 is approved. Impact to the project schedule -The project calendar day total is not affected. Item 1244-T-Inlet Converted to Grate Inlet:
Contractor claims $300.00 for additional material costs incurred.. History ofwhy the change order occurred -Contractor was directed to place an cast iron frame and grating on the top
ofan type 'Y'-inlet base to prevent an obstruction within the pavement at the end ofthe Watson & Talyor storage driveways. This work. didn't directly imPaGt the critical path of the
project. Impact to the contract amount -A total dollar amount of $300.00 is approved. Impact to the project schedule -The project calendar day total is not affected.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road Project No. 04-22 Change Order No.5 Item 1245 -Aviation Lights on top ofStreet Poles (pCO #064): \ Contractor claims $13,698.14
for additional costs inrorred with days to be detennined. History ofwhy the change order occurred -The Town ofAddison has requested installation ofthe red aviation lights at the top
ofthe all street poles that are along Arapaho Road near the Addison Airport. Impact to the contract amount -A total dollar amount of$16,626.77 is approved. Impact to the project schedule
-This work will be released from the completion date restraints ofthe contract due to the requirement ofthe work and availability of the material required to perfonn the work. Item 1247
-Diaphragm Concrete Mixed Design (pCO #5058): Contractor claimed five (5) additional days for the of the Concrete Mixed Design change. Contractor also claims $932.77 for additional costs
incurred History ofwhy the change order occurred -Due to the tight tolerances with the reinforcing steel within the span 9 diaphragms.. it was determined to change the aggregate to a
smaller size to allow for a better consQIidation of the concrete during the placement. Impact to the contract amount -A total dollar amount of $932.77 is approved. Impact to the project
schedule -The project calendar days will be extended five days, which allow for the testing of the new mix design.
Arapaho Road -Phase III Surveyor Blvd. to Addison Road 􀁾􀁾􀁾􀁪􀁥􀁣􀁴 􀁎􀁾􀀮 04-22 Change Order No.5 Item 1248 -Diaphragm Rebar Conflicts (FeD #053): Contractor claimed Twenty-eight
(28) additional days for the conflicts with the diaphragm rebar splice coupler, rebar conflicts and 􀁲􀁥􀁾􀁦􀁡􀁬􀁬􀁲􀁩􀁣􀁡􀁴􀁩􀁯􀁮ofthe rebar for the adjusting within the diaphragms
in span 9. Contractor also claims $10,520.45 for additional costs incurred History ofwhy the change order occurred -Changes to the details, fabrication and installation for the rebar
within diaphragm for span 9, delay the placement ofconcrete for the diaphragms which is on the critical path of the project. Impact to the contract amount -A dollar amount of$10,520.45
is approved. Impact to the project schedule -The project calendar days will be extended Twenty-eight days. 􀁈􀁾􀀿􀁾 􀁇􀁕􀁙􀁖􀁾􀁡􀁵􀁬􀁥􀁮
TOWN OF ADDISON, TEXAS ARAPAHO ROAD· PHASE III Project No. 04·022 CHANGE ORDER NO. 5 TABLE A: Force. Account Work and Materials Placed into Stock LABOR HOURLY HOURLY RATE TABLE B.' Contract
Items ORIGINAL CONTRACT + CHANGE ORDER REVISED CONTRACT CHANGE 0RDEfl PREVIOUSLY REVISED ITEM DESCRIPTION UNtT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUN! UNDERRUN
1238 Relocate exlstlng8"Valve and Main LS $1,267.29 $0.00 1.00 1.00 $1,287.29 $1,287.29 1239 Demo of Existing SBCManhole LS $1,432.78 $0.00 1.00 1.00 $1,432.78 $1,432.78 1240 Future
irriaatlon taD at SUl:V8vor Blvd. LS $4,568.84 $0.00 1.00 1.00 $4,568.84 $4,568.84 1241 Future Watenneln Service,and'TI.-!n. LS $13,888.14 $0.00 1.00 1.00 $13688.14 $13,698.14 1242 ReJated
cost to Extension 􀁯􀁦􀁾􀀲 LS $1,748.89 $0.00 1.00 1.00 $1,748.99 $1,748.89 1243 T-4 Railing T",nsition Acijustments LS $917.38 $0.00 1.00 1.00 $917.38 􀀤􀀹􀀱􀀷􀁾􀀳􀀸 1244 yo Inlet converted
to Grate,lnlet LS $300.00 $0.00 1.00 1.00 $300.00 $300.00 1245 Avaltlon Llahtson top, of Street Pol.. EA $16,626.77 $0.00 1.00 1.00 $16,626.77 $16,626.77 1247 DiaohraamConcrete Mix Deslan
LS $932.77 $0.00 1.00 1.00 $832.77 $832.77 1248 DIaphragm Reb!lrConflictS LS $10,520.45 $0.00 1.00 1.00 $10,1520.45 $10,620.45 LS 0.00 EA 0.00 LS 0.00 TOTALS $ . $152014.41 􀀤􀀵􀀲􀀬􀁏􀀱􀀴􀁾􀀴􀀱
TABLE B' Contract Items (ContInued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No, 04-022 CHANGE ORDER NO. 5 ORIGINAL CONTRACT'" CHANGE REVlSEDCONTRACT CHANGE PREVIOUSLY
REVISED :ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITJ5MCOST QUANTITY QUANTllY ITEM COST OVERRUNI UNDERRUN 233 30" Type "A' Headwall .. $1006.44 1.00 $1001.44 -1.00 0.00
So.oO ($1001.44 2&1 4' SCIMld.... 􀁾􀁐􀁖􀁃􀁰􀁴􀁰􀁥 LF $1.03 1672.00 $1418S.18 818.00 2231.Q0 $20146.83 $1860.77 282 . 8"C8Q8 PVC Class 160WallerLine LF $6&.18 86.00 $468G.30 180.00 271.00
$11174.60 $10484020 306 Condult ..-schedule 40 PVC-bored and trenched LF $26.00 18&.00 $4.871.00 310.00 601.00 $12825.00 $7.750.00 424 . Furnllh.& InsbtIl median Davers SF $17.31 3124.00
$84.482.44 -810.00 3,074.00 _210.84 1$11.251.50 The "Totals-from Table B oftile prevlous work sheet: $ -$52014;41 􀁾􀀰􀀱􀀴􀀮􀀴􀀱 TOTALS $88.228.34 $153170.78 "-2.44
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-e.nlOli _C1OOTU _ ..........􀁁􀀧􀁦􀀮􀁷􀁲􀁮􀁾 aau...u.TS JIIW "..e:. . 􀀺􀀭􀀬􀁾􀀮 FRAMiNG PLAN UNIT 4 TOWN OF ADDISON 0 TEXAS ARAPAHO ROAD -PHASE m SURVEYOR BlM..EVARD TO ADOISON ROA
URS <D SEE hOOT STANDARD use MOD FOR ORIENTATION Of DIMENSION. ® BEMI LENCTHS SHOWN ARE BOTTOM BEMI FlANCE WITH ADJUSTl,IENTS MADE FOR BEMI SLOPE. HORIZONTAl, DISTANCE BEAM REPORT,SPAN
9 EDCE Of StAll .... lQ en 2 ... ..., ..., w 􀁾􀀻 VI::! "'::! 􀁾􀀺􀀺􀁉 "'::! ."..'.0. 􀁥􀁩􀁾 􀁷􀁾 w"'C.l. w"'0.. >a: >a: 􀁾􀁩 >a: >a: "':I: 􀁾􀁾 "':I: "':I: 􀁾􀀡􀁬􀀡 􀁾􀁾 􀁾􀁾 􀁾􀀡􀁬􀀡
e:a a..:c-e:a .a.:;0-.a..:0-(Typ 􀁕􀁾􀀴 'SEMlS) .SPAN 9 -UNIT 4 , • 0 JOINT o • 0 BRC TRUE LENCTH Il£Al,I SLOPE BEAJ,j IA 􀁾􀀺􀀻􀀮􀁾􀁏􀁏􀂷 82.6667' 84.1667 0.006 BEMI 2;'---85.000' 82.6667'
84.4167' 0.006 eEAM 3A 85.000' 92.6667' 84.4167' 0.006 BEAJ,j 4"'-85.000' 92.6667' 84.1667 0.006 BEAM REPORT,SPAN 9 HORIZONTAt OISTNICE . • JOINT •• • BAG TRUE LENCTH 1l£AJ,j SLOPE BEAM
1B 85.000' 82.6667' 84.1667 0.002 eEA\4 28 85.000' 92.6667' 84.4167' 0.002 Ii"EN,r-J6-----85.00-0' 92.6667' 84.4167' 0.002 BEMI 46 85.000' 82.6667' 84.1667 0.002 ..., -... N ..., I'i
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.".'c-OISTlINCE BETWEEN STATION LINE lIND BEAM I 20.500 lEFT Co BENTI 0 t.I S BENT NO, 10 (N 0° 1'11" E> BENT NO.9 (N OOl'll"EI --"------OISTlINCE SETWEEN STATION LINE lIND SEAM I 􀀲􀀰􀀮􀁾􀀰􀀰
LEFT TOTAl 37.750' SPAN 9 BEAM SPACINC BEAM lINGLE SPlIN 9 SEAM SPACINC SEAM llNCLE CO SENTI 0 t.I S BEAM 1 0.000 90 0 0 BEAM 2 12.583' 90 0 0 BEAM 3 􀀧􀀲􀀮􀁾􀀸􀀳􀂷 90 0 0 BEAM 4 12.583'
90 0 0 TOTAl 37.750' BEAM 4 12.583' 90 0 0 BEAM :5 12.583' 90 0 0 BEAM 2 12.583' 􀁾􀀭 -90 0 0 BEAM , 0.000 90 0 0 __ tHe-....-.r .•􀁾 _ I ,.,.. BR·32
288 􀁾􀀮 0_ ... >-􀁾􀁾 5!c.. -0 ent; 􀁾􀁩􀁮 􀁾􀁄 􀁾􀀭􀀭􀀭􀀮􀁟􀀮 2"5 BARS (J"O" LONGl ITOP ONLY) ... '5 BARS (J'-O" LONGl !TYP. TOP , BOT. ON BOTH SlOES 0, OPENINC) SLAB PLAN UNIT 4 ARAP.'LHO
ROAD -PHASE 111 SURvEYOR BOULEVARD TO ADDISON 􀁒􀁏􀁾 j"i •• PLACE 6 ADDITIONIll.. '5 BARS 0',0" LONGl 􀁾􀀨􀁔􀁙􀁐􀀮􀁏􀁎 EACH 􀁓􀁾􀁅 or OPENINGllTOP) AND 6 AODlTIONIll.. Z BARS SPA. 0
5" nY?, ON EACH SIDE or OPENINC) IBOn DETAIL 􀁾􀀭 ... ::; :.,m .' 0& o=2i !"'l:...'. mien or D ..' BAR TABLE BARS SIZE .. r7j\-C '5 0 '5 T '4 Z '4 • FOR CONTRACTORS INFO ONLY BEAM LENCTHS
SHOWN ARE BOTTOM BEAM fLANGE LENGTHS WITH AOJUSTt.lENTS MADE FOR BEAM SLOPE REINFORCING STEEL WEiCHT IS CIll..CULATED USING AN APPROX'IIATE FACTOR 􀁏􀁾 6.5 LBS/SF. TABLE OF" ESTIMATED
QUANTITIES SPAN REINF. (j»RESTRESSED CLASS CD TOTIll.. NO. CONC. CONC.BEAAlS "S" REIHL SLiIB TYPE U54 • CONC. • STEEL SF 􀁾􀁆 Cy LB 9 9605 674.JJ 2J7.2 62433. SPAN 9 Ill..L REINFORCING
STEEL 􀁾􀁉􀁬􀁬􀀮􀀮􀁌 BE GR,olDE 60. 9. SEE ueMS SHEET FOR BARS E. G. H, J AND I< FOR THICKENED SLAB END. 8. 10. ADJUST BARS C. T. Z AND 0 TO BE CLE:AR OF fA. DECK OPENING rOR ARCH RIS.
11. SEE Sl.<Cl DETM.S SHEET J or 4 FOR SECTION C·C. 1.-. 􀁊􀁏􀁾􀀧􀀱􀁔 AT BENT 10 170',0" ..; BAR Z • PER PCPCU) SHEET (I.lAX SPA • IS"l ... .... .. on \Q ... "" en 􀁾 :: "'2 ... ...
... ... ... ... \oJ ... W W 􀁬􀀵􀁾 "'2 "'::I "'2 "'2 "'::I V12 Ill::! 􀁦􀁦􀁩􀁾 "'2 V1:::1! >a: aw:<.,>. a:<,> 􀁬􀀵􀁾 a:U :5!i 􀀺􀀵􀁾 􀁬􀀵􀁾 a: " l5!i loI .. "' .. w< "':c >a: >a: >a:
>", 􀁾􀁬􀁬􀀧 􀁾􀁩 >", >a: >a: >a: 􀁾􀁾 "':I: "':I: i:l: "':I: "':I: "':I: V1:c "':I: 􀁾􀁃􀁩 􀀡􀁾 􀀡􀁾 􀁯􀀺􀁾 􀁾􀁾 􀁾􀀭 lH 􀁾􀁾 􀁾􀁾 􀁾􀁾 􀁾􀁾 􀁾􀀵 '" .. 0 .. 0 .. 0 .􀀢.􀀧0􀁾 .".'0-a...:0-􀁾􀁑
􀁾􀁡 f=c <l : 􀁾 Wt... 5',11" 6'-9" • 􀁾􀁾 􀁾􀁉􀁾 TYPlon'I'B£OTT) , /). I 8'" H1GER I 􀁾􀀡􀀧 rEOCE'!'OF SLiIB I SEE pETA:l "A" I 􀁾􀁩􀁯􀀽􀁬􀀺􀁳􀀽􀀽􀀽􀀽􀀽􀁚􀀽􀁊􀀽􀁾 􀁾 I PIPE !TYP) I
I .. \'-6" .LONG. BAR (:TYPl _ r 0 lBOTTl l I' !i ! I iii CTYPI I I • JOINT AT BENT 9 _.JI· REFER TO UBI.lS STANDARD rOR CONTROLLED JOINT AND DRIP BEAD DETAIL S. REfER TO PCP·U OR PMDr·u
STANDARDS fOR DE TAIlS Ao'lD OUANTITY ADJUSTMENTS IF EITHER OF THESE OPTIONS ARE USED RErER TO UBMS STANDARD FOR THICKENED SLiIB END DETAILS AND QUANTITY ADJUSTMENTS. DESIGNED IN ACCORDANCE
WITH "STANDARD SPECIFiCATIONS rOR HIGHWAY BRIDGES". 16TH EDITION \996, WITH INTERII.l SPEClI'ICATlCNS. GENERAL NOTES J. 4. s. 2. REFER TO UBA, UBB, UBNS STANDARD FOR BEAM AND BEARING
PAD DETAIlS. 1. 6. REFER TO SEJ-Alt.lODI STANDARD SHEET FOR DETAILS TO BE PLACED WITH OECI<. TOWN OF ADDISON • TEXAS ..,... __ J"'JCla BRaSO
296 ........ ,._ BR·SS P o I" 􀁾􀁉 ! '-t 􀁾􀀭􀀭􀀭􀀮I BAR Ul II!!!''''' IiC"IIC _........-... IM nuWAT.RIIn .. 􀁾􀀢􀀮 ... --.... 2'-100/0" TOWN OF 􀁾􀁄􀁄􀁉􀁓􀁏􀁎 • TEXAS ARAPAHO ROAD
-PHASE [[I SURvEYOR BOUI.EVARQ TO AIXIISON RCA DIAPHRAGM REINFORCEMENT UNIT 4 "[lIeF URS , 3',7" 􀁲􀁬􀁾􀁾􀁾􀀱 'J --'73' BARS T9 . --7'1.' rj o 3'· 2'/." 􀁦􀁾􀀭􀀫􀀭􀀧􀀭􀁬􀁾􀁉 \--c=;r-170'
BARS T8 BAR BEND DETAILS -.a. "" .. VII II> "V"I :;;1 􀁾􀁉 !I II> II> '" VI 􀁾 􀁾 􀁾􀀧 􀁾􀁾 aI m ml m _. 􀁾d􀀮_:􀁾I : 􀁾􀁨􀁾􀁾 <.) .... -0 _ f'Il") >' at'>"" 􀁾􀁗􀀢 􀁾 < .' C.' •I "
.;: " '" -...􀁾􀀭 ·i N -Nie:-.... VI VI 􀁾m 7 .....' 1. CLASS "F" CONCRl:TE STRENGTH r'c'SOOO psi. 2. 􀁾􀁌 REINFORCING STl:n SHALL BE GRADE 60. J,ROUCHEN SURFACES BETWEEN U-BEAMS AND
OIAPHRAGMS TO A FULL AMPLITUOE OF APAAOX, 'I.... 4. TRANSVERSE OIAPHRAGMS 1MO 11 􀁓􀁈􀁾􀁌 END AT EDGE Of SLAB. ADJUST REINFORCEMENT ACCOROINGLY. _I ,..I I􀁟􀁾􀁅􀀱􀁎􀁲􀁏􀁒􀁃􀁉􀁎􀁇 NOTES
.... 't. : VI'" .... a 1-1---.• 􀁾􀁉 SECTION 8-8 i T3 IEFl II tl 􀁾 .....------------!----1 􀁾 10: Ir----l '1 t-'------..., 􀁾􀁉 􀁔􀀹􀁾I SECTION A-A ,\ . Z ,J 1 I \ I -J T5 lEn -, 􀁉􀁾
F]: ...L I-... T5 lEn ...L I--1 T5 lEn -, ...L -, i •t ----.' .; ,l.-. • ----;-;--V-AAfCS} l , -"I' ---I 􀀭􀀭􀀭􀀺􀀺􀀢􀀧􀀱􀁾􀀲􀁟􀀱􀁟􀀭􀀺􀀽􀀬􀁉􀀧.,8.7-:'-::--_··--l_--.:;;,5',:.,;9:.,":--_t-+-,---+...:
:8;r.*'" 3'-7" 6',2'1,.' i ---.... J I 􀁉􀀭􀀭􀀭􀀭􀀺􀀺􀁁􀀺􀀺􀀧􀀱􀀳􀀧􀀢􀀽􀀧􀀱􀀭􀀭􀀢􀀮􀁾􀁟􀂷􀂷􀀷􀀭􀀮􀀺􀀺􀀬􀀡􀂥􀀮􀀮􀁾􀁉..."-_+____:2::"",_=9::_"_+---':-__􀁉􀀭􀀭􀀭􀀬􀀭􀀭􀁟􀀫􀀸􀁾􀁬􀀪􀁌􀀮􀁬􀀺􀀺􀀮􀀿􀀺􀀮􀀧􀀭�
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4 -'6-3"8" 2.1 DIAPHRAGM TABLE OF ESTIMATED QUANTITIES AI. Tt 84 '5 2'-3" Ave 198 BAR NO, SIZE LENGTH WEIGHT !CLASS "F" CONC ICAP) I C!:..Y:'-I__􀂷􀀭􀀬􀀭􀀹􀁾􀀮􀁏􀀽􀀭__1 􀁾 24 '5 5'-'"
AVG 􀁟􀁾􀁾 T3 18 '5 6"5" AVG 121 􀁾__:2;::-+---:',;;5'---1----:....:;33""."..:-6::..,"-;-;-;.,..._1-_770';-_1 T5 6 '5 6',10" Ave 4.1
TEXAS §>EEl 2 􀁾 2 BARS 5.1 􀁾 £ 297 DIAPHRAGM REINFORCEMENT UNIT 4 TOWN OF ADDISON ARAPAHO ROAD -PHASE III SURVEYOR BOULEVARD TO AOOISON ROA DETAILS r 􀁾 t;r:1 􀁾􀁴 PL BAR AS, Po6,
A7 AS /--SECTION C-C 􀁾􀁉 SECTION B-B 􀁾􀁉 "', W.,. l.. BAR A B 0 E M N P R H . /............. Al 􀁾􀀱􀀢 g'.A'I," 11"2;'. S'I,' S'/. " S-7" 20"81'. J" ---􀁾􀁾 101.38 A2 􀀲􀀧􀀭􀁾􀁾􀁾FHk
􀁉􀁉􀀧􀀭􀁾􀀮􀁌􀀭 􀁓􀁾 8',(L, 3'-7" 20'-S¥.-J"':O -J • 101.38 '-'AJ z-;:os;:;-g'-1r-2V. I--5"v," li1;." J'·7" 20'·B:1'_ .1" AA 7'1." 2"8;'''' 􀁾 S'{'"' B'/." S'7" l--r.I"-B?,. J" A5 1"11'1,
6'·9l'." t--8'1. i-d'-7'" 1'-3y'z::..-.. 3" r-5'/< 􀀱􀀰􀀴􀀸􀁾􀁟 A6 1"11'1, 6"9" 􀁾􀀮 3'·7" ]"'3'12" .1" Il-Jil.. 104,83 A7 r·n·... 5"9" I--" 8'/." t-J:... " .J'-3'1C_ 3" AS 􀀸􀁘􀁾􀀢
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2'-61'," 8'1." 3'·7" "·3'/,' 5 T\ 􀁾 i2 eEn TIS. TiS. 􀁾􀁩􀀼 n----J _, ,-HI (En 11 So TZ CEF"I 􀁾 , , .... L" 􀁾􀀮 ,ll' 11 So T2 CEF"I 􀁾 -I j' ";'1' T1 So T2 lEt! -L.' ,-._. 5; co _
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SECTION 'An. .AS--(EF'l r-o" ! A2 So Ai> IEF'I 1'-6" J A-A ;1 AI So AS (En ======'-NOTES 1. CLASS "r" CONCRETE STRENGTH r'c-500a psi, 2. ALL REINrORCING STEEL SHALL BE CRACE 50, 3. DIAPHRAGM
THICKNESS TRNlSIT,ON ,ROM 1'-6" TO \'-0", A, LONCITUOINAL U-SEMI CAST·tN-PLACE CLOSURE REINF'CRCEt.tENl IS NOT SHOWN, SEE SHErr SR-43. DIAPHRAGM TABLE OF 􀁅􀁓􀁔􀁉􀁍􀁁􀁾􀁄 QUANTITIES
BAR NO, SIZE LENGTH WEICHT Al ,-d[' "9 􀁾􀀧􀀴􀀭􀀰􀀭􀀿􀀧􀀬􀀡􀀢 rrs l/A-􀁾 III "g 􀁾􀀧􀁾􀀮 m /<17 􀀮􀁉􀁉􀁾 􀁾􀀮􀁾 A3 oil "g -s.&-8n 4.1. J., .. 􀁾􀁾􀁉􀁉 A4 :t 􀁉􀁾 -!9'-'" " .. 399'-:"1
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"-? '-7 • 1» 􀀬􀁾􀂣􀀱 AID I "9 􀁾􀀢 5.-7 􀁾 '1 All--I "9 􀁾􀀮􀀬 􀁾 " 􀁾 GO 11 <; --11 6 "S 31'-3" Ave 196 T2 6 "S -26"0" Ave 􀀱􀁾􀁾 -----rr--2-"S 33'-6" 70 T4 2 "S 2S'-0" S.l T8 2 "5
5'-9" 12 T9 2 "5 7'·11" 17 HI 4 "6 3'-8" 23 SI 14 '6 8"10" Ave 186 S2 12 "6 11"-3" AVe 203 53 36 "6 13',10" Ave 748 54 54 "6 11'-10" 4S0 SS 20 -6--\Z'·10" 193 S6 18 "6 10',6" AVG 2B4
S7 10 "6 7'-2" AVG 108 UI 3 "6 6"9" 31 U2 10 "6 "'4" III U3 J "6 .1'·0" 'A RElNrORCINC RElNrORCINC STEEL Lb SO"G CLASS "." CONC I Cy g,4 r ' /I 􀀬􀀮􀀮􀀮􀀮􀀮􀁊􀁾􀁉􀀭 ' i/I t=-i-L., 􀁾
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HIJ' '-'\ l Ii 􀁾􀁾 l J i 􀀻􀁾􀁉.:􀁯:.:􀀮.' J 'I )l' J...k -I 􀁾 . 􀁉􀁊􀁾􀁖 \. :;;.. BARS'T8 􀁾 􀁾 3·BARS U2 􀁂􀁁􀁒􀀵􀁁􀁾􀀬􀀮 A., _ 􀁾􀀬􀀬􀁟􀁡􀀭􀁁􀁒􀁂􀀵􀁾􀀺 􀀺􀁬􀁴􀁾􀁩 2·BARS U2@;-,
-􀁾 . , ij(¥' .. 􀁾 Jl' "--J-BARS U2 :i.... A 􀁾 -􀁾 -.'............... I CC°'::,􀀧􀁾􀁲􀀧􀀼􀀬􀀩􀀧 I .-.:... -BARS 􀁾 AJ .4, f, All • Z,BARS U2 ,_ yJ.--􀁾 6" 1 I 􀁁􀀺􀀬􀀮􀁾􀀧 􀁾􀀬􀀬􀀱
• 14'-0" I 11',0" 􀁾􀁾􀁁 6 1 DRIP DE TAIL DIAPHRAGM AT • MAIN SPAN REINF"ORCING BAR BEND <TYP BOTH ENDS)
CHANGE ORDER NO. 02 In accordance with the Agreement between the Town of Addison ("Client"), and URS Corporation ("lIRS"), a Nevada corporation dated November 11, 2002 (for Work Order
No. 002 ) this Change Order describes the agreed upon changes to the Services, Schedule, and Payment for the Services. Project: Arapaho Road Bridge at Midway Road. Construction Administration
Services URS Project No.25334402 Date:__ REFERENCE: Drawing No. N/A Specification No. N/A Other .:...:N:.:.,:./A...:....-_ The Agreement is hereby changed as follows: Additional fee
for the continuation of Construction Administration Services. Justification for Change: Additional fee is required to continue to respond to design changes during construction as well
as review and approve the erection and hanger stressing report, drawings and calculations for the arch span. CHANGE TO ESTIMATED CONTRACT PRICE (See Attachment£) Original Estimated Contract
Price (Work Order No. 002): Current estimated contract price, including previous change orders: The estimated Contract Price due to this Change Order will be increased by: The new estimated
Contract Price due to this Change Order will be: $ 25,000.00 $ 37.400.00 $ 21 ,335.00 $ 58,735.00 CHANGE TO THE ESTIMATED SCHEDULE (See Attachment N/Aj The date for completionof all work under the contract will be: .=D"",e""ce""mc.:.=b""e:....;r2=-4..:.l,-=2=-=0""0::::..5 _ EXCEPT AS PROVIDED IN THIS CHANGE ORDER, ALL TERMS AND CONDITIONS OF THE CONTRACT
REMAIN UNCHANGED Acceptance of the terms of this Change Order is acknowledged by the following signatures of the Authorized Representatives. CLIENT 􀁾􀁾􀁗􀂷􀁾􀁾 Signature Ron Whitehead,
City Manager Typed NamefTitie 12/21/05 Date of Signature cc: Accounting CHANGE·ORD1.DOC 4-AUG-OO Ign ure or Emily Taylor, P.E. /Vice President Typed NamefTitle It /" (oSDate of Signature
ARAPAHO ROAD BRIDGE AT MIDWAY ROAD WORK ORDER NO. 002 -ARAPAHO ROAD BRIDGE MAN-HOUR BREAKDOWN FOR CHANGE ORDER NO. 002 (THROUH DECEMBER 24, 2005) URS CORPORATION ATTACHMENT E Total Labor
Cost CHANGE ORDER NO.2 August 19, 2005 through October 21, 2005 Complete the review and approval of the Contractor's "Step-by-Step Construction Analysi with Deflections and Cable Forces".
Review the Contractor's "Check of Structural Performance During Construction". Review and provide responce to diaphragm rebar clearance and diaphragm casting sequence questions. Review
and provide response to diaphragm void repair procedure, perform tield visit and review JSE analysis. Respond to questions related to the drivers for the Type C lights. Attend Meeting
with Town of Addison October 22, 2005 through December 24, 2005 Visit site during hanger stressing Review final hanger stresses. Review analysis on bridge for differring hanger stresses.
Respond to miscellaneous RFIs Respond to lighting questions. Attend meetings with the Town of Addison (3) SUBTOTAL CHANGE ORDER NO.2 (*) Direct expenses include items such as Fed-Ex,
copies, travel and courier services. 20.5 20 0 0.5 0 0 0 s 2 15.5 0.5 2 4.5 3 11 0.5 2 40 24 40 0 0 0 6 42 4 4 20 16 2 16 8 2 8 16 2 6 60.5 44 40 O.S 0 0 6 41 $ 6,017.50 $ 27.50 $ 6,045.00
18 $. 2,520.00 $ -$ 2,520.00 6.5 $ 940.00 $ 27.50 $ 967.50 3 $ 465.00 $ -$ 465.00 . II $ 1,705.00 $ -$ 1,705.00. 0.5 $ 􀀷􀀷􀀮􀁾􀀰 $ -$ 77.50 2 $ 310.00 $ -$ 310.00 0 $ -$ $ 110 $ 14,290.00
$ 1,000.00 $ 15,290.00 4 $ 620.00 $ -$ 620.00 6 $ 870.00 $ -$ 870.00 42 $ 5,290.00 $ -$ 5,290.00 26 $ 3,470.00 $ -$ 3,470.00 26 $ 3,110.00 $ 1,000.00 $ 4,110.00 6 $ 930.00 $ -$ 930.00
0 $ -$ -$ 151 $ 20,307.50 $ 1,027.50 $ 21,335.00
URS May 17,2005 Mr. Steven Z. Chutchian, P.E. Assistant City Engineer 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho Road Bridge at Midway Road Construction Administration Services
Change Order No. 01 Dear Mr. Chutchian: Enclosed please fmd two signed originals of Change Order No. 01 to Work Order No. 002 for the Construction Administration Services. Please note
that we have included fee for reviewing the erection sequence report one time; however, if additional reviews are required, we may require additional fee. Per discussions with your staff,
we have also estimated that an additional three months (May, June and July) will be required for responding to design changes. Please have both originals executed and return one original
to us. Sincerely,. URS Corporation CliffR. Hall, P.E. Vice President Project Manager URS Corporation Graystone Centre 3010 LBJ Freeway, Suite 1300 Dallas, TX 75234 Tel: 972.406.6950
Fax: 972.406.6951
........ coo....... The HNTB Compllnles Enqineers Architects PllInners Archer Western Contractors. Ltd. 2121 Avenue "}" Suite 103 Arlington. TX 76006 June 8.2005 Originator. Andrew Scheennann
RFI Number. R-AW090 15150 Surveyor Blvd. Addison. TX 75001 Telephone (972) 361-0064 FlIcslmile (972) 361 -0065 w_.hntb.com HNTB Request for Information Response Subject: Request: MBGF-03A
Station 45+00 Date: June 8. 2005 Please Reference Sheet PP-4 (Pg 44). Sheet PP-4 shows to instaIllOOLF ofMBGF-03A. We can not fmd a bid item to cover this MBGF. How is Archer Western
compensated for this MBGF? Please Respond to this RFI as early as possible as not to delay the project. Response!Action Taken: Archer Western is directed to disregard the note found
on Sheet PP-4 (page 44) to instaIllOOLF ofthe TxDot detail MBGF-03A to the end of the T-4 MOD Brailing at station 45+90. 22SLT. Br-􀀱􀁲􀀡􀀺􀁵􀁲􀁥􀁾􀁾 HNTB Corporation Cc: File Steve
Chutchian. Town ofAddison Jerry D. Holder. HNTB Corporation
l81'1li c.r,or.tIoII The HNTB Companies Engineers Architects Planners Archer Western Contractors. Ltd. 2121 Avenue'T' Suite 103 Arlington. TX 76006 June 8,2005 Originator. Andrew Scheermann
RFI Number. R-AW089 15150 Surveyor Blvd. Addison. TX 75001 Telephone (972) 361 • 0064 facsimile (972) 361 • 0065 www.hntb.com HNTB Request for Information Response subject: Request:
Guard Rail Specification Date: June 8, 2005 Please Reference Sheet PP-3 (Pg 43), PP-8 (Pg 48), & Bid Item 151 Description. Bid Item 151 is described as Furnish and Install Single Guardrail
Terminal TxDot item SGT (8)-03A with a Bid Quantity of 150LF. Sheets PP-3 & 8 notes in install 150LF of TxDot SGT (8) HB-03A. Which Standard are we to use? Please Respond to this RFI
as early as possible as not to delay the project ResponselAction Taken: Archer Western is directed to follow the TxDot detail SGT (8)-HB03A with impact head to be used for the Bid Item
151 Furnish and Install Single Guardrail Terminal. 􀁂􀁲􀀭􀁬􀁾􀁻􀀲􀁾 HNTB Corporation Cc: File File Steve Chutchian. Town ofAddison Jerry D. Holder, HNTB Corporation
I ARCHITECTS ENGINEERS PLANNERS 14II4 Dalla.< Parkway, Suite 630 Dallas, Texas 752404381 (972) 661-5626 FAX (972) 661-5614 April 26, 2001 Town of Addison 16801 Westgrove Drive P.O. Box
9010 Addison, Texas 75001-9010 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION -Phase III Professional Services Agreement Dear Mr. Chutchian: Enclosed for your review and signature
are three copies of a Professional Services Agreement for preparation of construction plans and contract documents for the construction of Phase III of the Arapaho Road Extension. Phase
III construction will extend from Surveyor Boulevard to Addison Road. The enclosed agreement is in response to your letter dated March 5, 2001. Per our discussions since March 5, we
have not included the design of the structural or architectural elements of the bridge over Midway Road. After your review of the enclosed agreement, we will be pleased to meet with
you to discuss the project to clarify any issues or questions you may have. We appreciate the opportunity to work with you and your staff on this exciting project for the Town of Addison.
Very truly yours, HNTB CORPORAnON 􀁁􀀼􀁊􀁾􀁦 􀁴􀀻􀁪􀁾􀀮 Holder, 􀁊􀁲􀀮􀀬􀁦􀁾 Enclosures JDH/lnb 25768 The HNTB Companies OFFICES: ALExANDRIA, VA; ATLANTA, GA; AUSTIN, TX; BATON ROUGE,
LA; BOSTON, MA; CHARLESTON, SCi CHARLESTON, \'ilV; CHICAGO, IL; CLEVELAND, OH; COLUMBUS, OHi DALLAS, TX; DENVER, co; DETI.OIT, MI: ELKINS, \Y/V; FAIRFIELD, N.J; IT. WORTH, TX; HARTFORD,
CT; HOUSTON, TX: INDIANAPOLIS, IN: IRVINE, CA, KANSAS CITY, MO; KNOX'VILLE. TN; LANSING, MI; LOS ANGELES, CA; LOUISVILLE, KY; t\'lANTEO, NC; MIAMI, FL; MILWAUKEE, WI; MINNEAPOLIS, MN;
NASHVILLE, TN; NEW YORK, NY; OAKLAND, CA, OKLAHOMA CIlY, OK; ORLANDO, FL; OVERLAND PARK, K5j PLYMOUTH MEETING, PA; PORTLAND, ME; RALEIGH, NC: SALT LAKE GTY, UT; SAN ANTONIO, TX; SAN
BERNARDINO, CA; SEATTLE, WA; ST. LOUIS, MO; TAMPA, FL; TOLEDO, OH: TULSA, OK; WICHITA, KS.
"" .( 􀁾􀁟..,_. ---'-,_G...􀁲..􀁟􀁡􀁟􀁮􀁟􀁴􀁟􀁨􀁟􀁡􀁟􀁭􀁟􀀦􀁟􀁁􀁳􀁟􀁳􀁟􀁯􀁟􀁣􀁟􀁩􀁡􀁟􀁴􀀭􀁥􀀭􀁳􀁾􀀮􀀷􀀭􀀱 􀁟􀁮􀁟􀁣􀀮 􀁾􀁥􀁢􀁲􀁵􀁡􀁲􀁹 17, 2005 Mr. Jim Pierce, P.E. Town ofAddison DepartmentofPublic
Works 􀂷􀁐􀁾􀁏􀀮 Box 9010 . ...,'.1 .' Addison, Texas 75001, i 􀁾􀀮/G&ANo.320 '. Re: . 􀁾 " .,' -:' . . " . . ' ':'. :;', i' Lettet AgreementforMars9 Laile 􀁗􀁡􀁴􀁥􀁲􀁌􀁩􀁴􀁥􀁲􀁾􀁯􀁮􀁮􀁥􀁣􀁴
on DWU System . f Dear Jim: \.... ' . , ,'.... . . 􀀧􀁾 .. . .. ' .Pursuant to your request, Grantham'& Associates, Inc. (G&A)has prepared this letter agreeJ:l1ent for additional 'surveying
and engineering services related to an emergenlfywater main intercoriilecfon DWU's feed to Farmers Branch.(This work became necessarY in order to keep the 60" water main lowering on
the Arapaho Road Phase 3 project on schegule. '. , The-following details the scope ,for.this project. /' Scope of Services 1. Coordinate with DWU, the Town, 􀁆􀁡􀁴􀁮􀀻􀁬􀁾􀁳 􀁂􀁲􀁡􀁮􀁣􀁨􀀬􀁆􀁩􀁡􀁮􀁾�
�􀁮􀀬 􀁬􀀺􀁊􀀮􀁉􀁬􀁾 other affectedparties'incltidingthe attendance at meetings. . ". . .. . 2. Design'a i6" 􀁣􀁯􀁮􀁮􀁥􀁣􀁴􀁩􀁯􀁮􀁢􀁥􀁴􀁷􀁾􀁥􀁮the 60!.'DWT) water main and ali: 18" main
that tees off the 60" main and extends into Farmers ,Branch. Produce an original plan sheet and ,makerevisions 􀁢􀁡􀁾􀁥􀁤􀁯􀁮DWu comments /3. Provide field surveying services for the
project including locl;lting the existing 60" and 18" water mains while they are potholed. Contact DIGTESS and locate'flagged undergroundutilities. -4. Provide construction staking services
for 􀁾􀁥 contractQr. \ , 5. Provide any other services requested by the Town during the 􀁤􀁥􀁳􀁩􀁧􀁮􀀱􀁭􀁾construction of this project. The scope of services on this emergency project
􀁨􀁡􀁳􀁣􀁾􀁮􀁴􀁩􀁮􀁵􀁥􀁤to change since the need for it first arose; consequently, we have not felt comfortableproposUtg a,fixed fee for this 􀁷􀁯􀁲􀁾􀀮 Therefore, we propose to .' .invoice
the required scope of services on a Time and Materials. basis. A not-to-exceecl limit of $15,OOO-wiIL 'be established and written permissions from the Town will be obtained by G&A before
this limit is exceeded by\any new seryices that may be required. ' . .􀁾 '. ,. 1919 S., ShilOh Road, Suite 310. L.B. 8 • Garland, Texas 75042· www.gra-ce.net Tel.. (972) 864-2333 • Fax
(972) 864-2334 . I
Mr. Jim, Pierce, P:E. ,February 16, 2005 ' Page 2 , Terlllsand Conditions, ../-... Access. to Site:'Unless otherWise stated, Grantham & Associates, Inc. (G&A) 􀁾􀁬􀀱􀁨􀁡􀁶􀁥 access to'the
site for 􀁡􀁣􀁴􀁩􀁶􀁩􀁴􀁩􀁾􀁳 necessary for the pelforrna.nce of the services. G&A will take precautions to ", ,:,mininiizedamage due to these activities, but has riot included in the
fee the 'cost ofrestoration of any .', resultingdamage., ' , , Dispute Resciiution: Any 􀁣􀁾􀁡􀁩􀁭􀁾 Of 􀁤􀁩􀁾􀁵􀁴􀁥􀁳 made 􀁢􀁥􀁾􀁥􀁥􀁮 the Client and G&A Will be submittedto , , nonbinding
mediation. ClieptancfG&A agree'to m9lude a similar mediation agreement with all _cOIJ:traotors, subcontractors, subconsultailts, 'sQ.ppliers and fabticatorsltherebyproviding 􀁦􀁏􀁈􀁾􀀮􀁽􀁾􀁤􀁩􀁡􀁴􀁩�
�􀁭 " as the primary method for disp\lte resolution among all 􀁰􀁡􀁲􀁴􀁩􀁥􀁳􀁾 ,',' 􀁾􀀬 ", ' "'' ' ",: , ! "... ,UillingslPayments: Invoices for G&A's 􀁳􀁾􀁣􀁥􀁳 will be submitted on
a monthly basis. Invoices will , be payable 􀁷􀁩􀁴􀁨􀁩􀁮􀀬􀁾􀀮􀁯 days after the.invoice date. " 􀀬􀁾 -," ' 􀁉􀁮􀁤􀁾􀁭􀁮􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀀺 The Client will, to the fullest, extent perinitted,
by law, indemnify and hold harmless G&A" itsomcers" drrectors,employees, agents and subconsultarits from and against all damage, ' , , liability and cost 􀁩􀁮􀁣􀀱􀁵􀁾􀁩􀁨􀁧 reasonable
attorney's fees and defense costs,arising out,of or in any way connected with the performance ofthe services under this agreement bY,any ofthe parties above' named, excepting only,those
damages, liabilities or costs attributable to the sole negligenpe or willful -misconduct of G&A.' -' , ' . , ,,' , 􀁃􀁥􀁲􀁴􀁩􀁦􀁩􀁣􀁡􀁴􀁩􀁯􀁮􀁳􀁬􀁒􀁥􀁳􀁰􀁯􀁮􀁳􀁩􀁢􀁩􀁬􀁩􀁴􀁩􀁥􀁳􀁾 G&Awill
not be required to 􀁥􀁸􀁥􀁣􀁵􀁴􀁾􀀧 anydocurnent that wbuld result ' '-, , in its certifying,.guaranteeing or warranting the,'existence of conditions whose existence G&A cannot 'ascertain.'Furthermor
e,G&A will not be responsible for the means, methods"procedures, techniques; , or 􀁳􀁾􀁱􀁵􀁥􀁮􀁣􀁥􀁳􀁯􀁦 construction, nor for safety on the job site. site. " , " '" , Termination of
Services: This,agreement maybe terminated by the Clientor G&A'should the other fail tQ: perform its obligations hereunder. In the event of termination, ·the Client will pay G&A for all
services rendered to the date ofterininatiori, all reimbursable expenses and 􀁲􀁥􀁩􀁭􀁢􀁵􀁲􀁾􀁡􀁢􀁬􀁥 terminationexpenses. ' " -, .,',',' , Ownership of Documents: All documentS produced
by G&Aunder this agreement will remain ' . . . I _. 􀁾 ( . . the' property ofG&A, unless otherwise stated, andtp.ay 􀁮􀁯􀁾 be used by the Client for any other endeavor without the written
consent ofG&A.' 􀁐􀁬􀁥􀁡􀁳􀁥􀁾􀁣􀁯􀁮􀁴􀁡􀁣􀁴rile ifyOU need anyadditionalinfonnatitlin; . VWtrulyyours; If:GTantlmm, P.E, President .-""'" BG/bg 􀁾􀀬 J:\WPDOCS\PROPOSALIADDISON\MarsbDWU.ltr
r Approved by: 05 􀀭􀀭􀀭􀀭􀀭􀀭􀁜􀀭􀀭􀀭􀀾􀁾􀁾􀀭􀀭􀀧􀀭􀀭􀀭􀀫􀀭􀀧􀀭􀀭􀀮􀀺􀀺􀀮􀀻􀀭􀀺 ToWn of Addison ( , \
TABLE A: Force Account Work and Materials Placed into Stock TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04 -22 CHANGE ORDER NO. 01 􀁾 LABOR HOURLY HOURLY RATE TABLE B:
Contract Items ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVlOUSLY REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI
UNDERRUN 1201 8ft securItY Chaln-llnk Fence leaullant to exlstlna) LS $0.00 0.00 $0.00 1.00 1.00 $8609.00 $8609.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TOTALS $ . $8,609.00 $8609.00
TABLE B: Contract Items (Continued) TOWN OF ADDISON, TEXAS ARAPAHO ROAD -PHASE III Project No. 04 -22 CHANGE ORDER NO. 01 ORIGINAL CONTRACT + CHANGE REVISED CONTRACT CHANGE PREVIOUSLY
REVISED ORDER ORDER ITEM DESCRIPTION UNIT UNIT PRICE QUANTITY ITEM COST QUANTITY QUANTITY ITEM COST OVERRUNI UNDERRUN 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 The "Totlills· from Table B of the I revlous work sheet: $ -$8,509.00
$8.509.00 TOTALS $0.00 $8,509.00 $8.509.00
Arapaho Road -Phase III Project No. Change Order No. Reason for Change The contract plans call for the removal ofan existing security fence and installation of new security fencing at
the new right-of-way limits surrounding the facilities of the Dallas Water Utility, Station 73+40 to 78+50, Right. The removal of the existing fence is required during the initial phase
of the project with construction of the new fence to be performed in the final phase of the project. Recent guidelines and regulations mandated by the Department of Homeland Security
require security fencing at all times surrounding the water facilities. This change order will compensate the Contractor for the construction and subsequent removal of the temporary
security fence equivalent to the existing security fencing to comply with Dallas Water Utility requirements. This change order includes the construction and removal of 450 linear feet
of temporary security fence and will result in an increase to the contract of $8,509.00. The change order will result in zero (0) days time extension to the contract. HNTB Corporation
Guy Van Baulen, EIT
􀁾 G_._ra_n_th_a_m_&__AsS_O_Ci_a....;,t_e....;s.,:"".I...:,n:.:.:.c..:..:.. August 17, 2004 Mr. Michael Murphy, P.E. Town ofAddison 16801 Westgrove Drive Addison, TX 75001 Re: Arapaho
Road Phase 3 -DWUWater Line and TXU Relocations Letter Agreement for Engineering and Surveying Services Dear Mr. Murphy: Pursuant to your request, Grantham & Associates, Inc. (G&A) has
prepared this letter agreement for additional surveying and engineering services related to the Arapaho Road Phase 3 project. As we have discussed previously, the work effort required
completing this project increased significantly beyond the projected manhours our firm and HNTB settled on when our fee was negotiated with the Town. Our primary interest at this time
is to maintain our long-standing working relationship with the Town; consequently, we will continue to provide our 􀁢􀁥􀁳􀁾 effort on this project through to its completion regardless
of the outcome of this letter agreement. We have been selective in identifying two significant additional work elements to include in this letter agreement. As we consider this project
a partnership with the Town, we believe that our existing Arapaho Road Phase 3 contract fee with HNTB should cover any other unanticipated man-hours that we may have accrued. The following
details the scope for these additional services. Scope of Services A. Dallas Water Utilities (DWU) 60" Water Line Relocation G&A performed the following additional tasks related to the
lowering and relocation of the existing 60" DWU waterline: 1. Coordinated with DWU, the Town, and the Design Team, including the following: • Telephone and e-mail coordination with DWU,
the Town, and the Design Team. • Attended at least 13 meetings with DWU, the Town, and HNTB regarding approval to . construct within the DWU easement, construction implications on their
waterline, and plan requirements. 2. Designed the lowering for the 60" water line, including the following: • Coordinated with manufacturer representatives by meetings, telephone, and
e-mail. • • Produced original plan sheet and several revised plan sheets based on DWU comments. These revisions ranged from a complete re-do of the horizontal and vertical alignment
to basic revisions. • Per a request from DWU, G&A incorporated the DWU 60" valve design into the relocation plan sheet. This involved substantial CADD time to clean up the DWU file.
1919 S. Shiloh Road, Suite 310, L.B. 8 • Garland, Texas 75042 www.gra-ce.net Tel. (972) 864-2333 • Fax (972) 864-2334
Mr. Michael Murphy, P.E. August 17, 2004 Page 2 3. Provided field surveying services to locate existing 60" water line on two occasions, including the following: • G&A field staked the
locations to pothole the DWU water line. • G&A returned to survey the top ofthe exposed pipe within the potholes. • Provided an on-site Engineer to monitor the exposing ofthe 60" water
line for quality assurance of the data used for design. An estimate of the number of man-hours involved with completing the above tasks has been included in .Attachment A. B. Utility
Relocation Per the Town's request, G&A coordinated and prepared underground conduit profiles for both TXU and SBC. These profiles were included in the plans in order to minimize the
cost incurred by the Town for relocating existing utilities. G&A also provided assistance to TXU in the preparation of their Duct Bank design along the east side of Midway. This assistance
included providing digital files ofthe existing and proposed utilities at Midway, as well as, the research of flowlines of these utilities. An estimate ofthe number of man-hours involved
with completing the above task has been included in Attachment A. A breakdown ofthe man-hours spent and the associated costs of $19,040.69 for perfonning these additional services is
provided in Attachment A. The terms and conditions of this letter agreement shall be the same as the existing agreements with our firm, HNTB, and the Town of Addison. Should you have
any questions, please contact me. Very truly yours, 􀁾􀁾􀁐􀀮􀁅􀀮 President Attachments BG/jf J:\WPDOCSIPROJECTS\ADDISON\04-1026\michael murphy ltr.doc APPROVED
Attachment A Compensation Arapaho Road Extension Phase 3 -PS&E DWU and TXU Coordination and Design Estimate of Manhours Grantham & Associates, Inc. Survey Crew Manhour Projection Expense
Assistant Project Project CADD Survey Survey Task Manager Engineer Design Tech Operator Clerical Manager Technician Survey Crew DWU Water Relocation Coordination with DWU 8 24 8 4 4
Water Lowering Design 4 32 16 8 Field Location I Pothole 2 8 4 4 2 2 12 Utility Coordination Underground Conduit Design 4 8 8 8 Total Hours 18 72 36 24 4 2 2 12 Hourly Rate $45.00 $41.00
$24.00 $16.00 $16.00 $40.00 $25.00 $110.00 Direct Labor Cost $810.00 $2,952.00 $864.00 $384.00 $64.00 $80.00 $50.00 $1,320.00 G&A Direct Labor Indirect Labor, Overhead (1.8775) Subtotal
Profit & Contingency Survey Crew Expense Direct Expense $ 5,204.00 $ 9,770.51 $ 14,974.51 $ 2,246.18 $1,320.00 $ 500.00 .; ,,,', '-, .'",,: ..... or·" "".;;,,,. ". ")(,' 􀁾 􀁾􀀢􀀧􀁪􀁟􀁻􀀮􀁜􀀢􀀧
, , , __ 􀀬􀁾􀀧􀀬􀁣􀂫 l, /Y".<. 􀁾􀁾􀁾􀁾􀁫􀁾􀁾􀁟􀁾􀀩􀀧􀁾􀀬􀁣􀁻􀁴􀁏􀁾􀀮􀁊􀀺􀀩􀁜􀀮􀀮􀀹􀀱􀁾􀀯􀁻
#R14·1 Council Agenda Item: #R14 SUMMARY: Weare recommending that the Council approve a Supplemental Agreement to the Agreement For Engineering Services, dated January 23,2001, totaling
$87,291.00 between the Town ofAddison and HNTB Cotporation for landscape architecture design and surveying services relating to the Arapaho Road Phase ill multi-use pedestrian trail
pocket parks. FINANCIAL IMPACT: Budgeted Amount: $20,500,000.00 Total Project Cost -Arapaho Rd. (Attachment A) Cost: $70,903.00 $87,291.00 Landscape Architecture Fees To Date -Original
Agreement (Attached) Landscape Architecture Supplementary Agreement Attachment A outlines the complete project budget for Arapaho Road. The 2004 general obligation bond funds are the
primary funding source for this project. All remaining funding sources are summarized on Attachment A. Attachment B summarizes the landscape architecture related design fees to date,
and the proposed supplemental fee. BACKGROUND: The original Arapaho Road Phase ill design agreement between the Town and HNTB included landscape architecture design services for the
streetscape/multi-use pedestrian trail proposed to extend from Addison Road, west to Surveyor Road. This also encompasses the area underneath the Midway Road Bridge, as well as, a pedestrian
connection on each side ofthe bridge. The Council approved the Agreement, which is attached, in January 2001. The cost for the landscape architecture services portion ofthe Agreement
to date is $70,903.00. The attached Supplemental Agreement is for fees relating to the design ofthe two pocket park parcels including the "Y" track area, the fonner brickyard storage
area, and the area east ofthe Surveyor Pump Station. These sites are shown on the attached plan on the east and west sides labeled as pocket parks. Staff intended to wait to complete
design and development ofthese parcels after the road and pedestrian trail were completed; however, it may be in the Town's best interest from a potential cost savings standpoint to
go ahead with design and bidding ofthe parks with the road and multi-use trail. RECOMMENDATION: The total landscape arChitecture fee, including the supplemental fee, is $158,194.00.
This equates to a design fee of7.9 percent ofthe estimated construction cost of$I,987,650. The trail 􀁣􀁯􀁮􀀺􀁾􀁴􀁲􀁵􀁣􀁴􀁩􀁯􀁮 cost is estimated at $1,025,650.00, and the parks are
estimated at $962,000.00. Staffis satisfied with the fee range and fee schedule outlined in the Supplemental Agreement and recommends approval.
#R14-2 SUPPLEMENTAL AGREEMENT This Supplemental Agreement, Number 9, to the AGREEMENT FOR ENGINEERING SERVICES, dated January 23,2001 (the Agreement), between Town of Addison (Owner)
and HNTB Corporation (Engineer) is made effective as of the 9th day of December, 2003. 1. Engineer shall perform the following Services: A. Landscape Architecture: Provide Landscape
and Pocket Park Design services related to the two parcels of land located at: • Former brickyard storage area between the two rail road sidings south of proposed Arapaho Road • East
of the Surveyor Water Pumping Station at Surveyor Road and north of proposed Arapaho Road • Prepare design and construction documents for approx 275 LF of decorative fencing at the storage
facility east of Surveyor Road. B. Engineering &Surveying: Provide drainage design improvements, tree and topographical surveying at the following locations: • Topographical survey at
1 ft contours for the former brickyard storage area between the two rail road sidings south of proposed Arapaho Road • Locate by coordinate and identify trees larger than 4" caliper
at the existing tree stands located on the east and north Dallas Water Utilities property line. • Improvements to the existing open stormwater channel traversing the Brickyard site and
the existing piping and channel at Addison Road. 2. In conjunction with the performance of the foregoing Services, Engineer shall provide the following submittals/deliverables (Documents)
to Owner: 2.0 LANDSCAPE ARCHITECTURE Task 2.1 Schematic Design • Minimum of two design concept plans with supporting details and sketches to explain design intent. Task 2.2 Design Development
• Prepare additional detail, probable cost estimate and supporting documents on the selected scheme for final review and approval by the Town Task 2.3 Construction Documents • Develop
construction documents and specifications of the selected concept for inclusion with the final engineering plans. Changes to be incorporated into the Construction documents and will
be reflected in the interim review submittals. Task 2.4 &2.5 Bidding and Construction Observation • Bidding of the park area will be in conjunction with the roadway and trails plans.
• Construction observation tasks related to the park improvements include paving, lighting installation, irrigation installation and testing; walls, benches and other site furniture
installation, shop drawing review and approval, answering contractor requests for information. 12108/03 Item #R14-2.doc
3.0 ENGINEERING & SURVEYING SERVICES Task 3.1 Tree Survey • The Engineer will perform a tree survey within an area beginning at the end of the retaining wall at approximately paving
station 70+50 and extend east to approximately paving station 77+50, or where the RR tracks and proposed roadway cross. The trees that will be located are those that are outside the
roadway, to the north, but inside the right of way. The trees along the existing drainage ditch south of the proposed roadway at paving station 78+00 extending to the existing headwall
will also be surveyed. • The survey will-identify the size and type of all trees greater than or equal to 4 inches in diameter. (Note: The tree type will be ascertained through the best
judgement of Engineers survey crew; no arborist work is included in this proposal). • The survey will be provided in digital format. • Tree mitigation is not included in this scope of
services. Task 3.2 Topographical Survey • The Engineer will prepare a topographic survey of the remainder of the 'Y' track area not previously surveyed for the project. This area can
be defined as south of the existing eastwest drainage swale to the limits of the 'Y' track. • Additional topographic survey of the existing culverts under the tracks and a portion of
the swales on the outside of the 'Y' track area will also be performed in order to complete the necessary drainage revisions in this area. The extent of the swale survey is limited to
determining the drainage patterns in the area. Task 3.3 Stormwater Engineering Addison Road Drainage The Engineer will incorporate a portion of the drainage from Addison Road into the
Arapaho Road Phase 3 plans. The following work will be performed: • Incorporate the cleaninglflushing of the existing 60" RCP in the plans and specifications. The cleaninglflushing should
remove all sediment from the existing RCP. • It is assumed that the most current Addison Road design plans will be provided to the Engineer from the Town. No drainage calculations will
be performed for the Addison Road system. ly' Track Drainage The Engineer will incorporate into the Arapaho Road Phase 3 plans the drainage within the 'Y' track area. The following design
will be performed: • Analyze and design a closed storm sewer system from the existing culvert under the east 'Y' track, across the proposed park area to the existing culvert under the
west 'Y' track, which will replace the drainage ditch which connects these culverts. • This system must allow for the drainage of the area within the 'Y' tracks, as well as drainage
from outside the 'Y' track area. • Size an open channel from the outfall of the existing 'yo track west culvert and the existing 60" RCP to the proposed headwall of the Arapaho Road
storm sewer system, near paving station 78+50. 12108/03 Item #R14-2.doc
3. Engineer shall perform the Services and deliver the related Documents according to the following schedule: Notice to Proceed Task 2.1 Schematic Design Task 3.1 &3.2 Tree Surveying
I Topo Survey • Review Schematic Park Designs wI Staff Schematic Design Approval by Council Task 2.2 Design Development Task 3.2 Stormwater Engineering • Submit 65% Construction Documents
Task 2.3 Construction Documents • Submit 95% Construction Documents • Submit 100% Construction Documents • Submit Final Construction Documents December 10, 2003 January 8, 2004 January
13, 2004 February 13,2004 March 5, 2004 March 26,2004 April 16,2004 4. In return for the performance of the foregoing obligations, Owner shall pay to Engineer the owing amount indicated
below, payable according to the following terms: Task 2.0 Landscape Architecture Task 3.0 Engineering &Surveying TotalFee $69,008.00 $18,283.00 $87,291.00 Except to the extent modified herein, all terms and conditions of the Agreement shall continue in full force and effect. (Owner) Signature: 􀁾 _
Name: _ Title: _ Date: 12/08/03 HNTB Corporation (Engineer) Signature: _ Name: _ Title: _ Date: Item #R14-2.doc
SUPPLEMENTAL AGREEMENT Cost breakdown SEE ATIACHED HOUR/FEE SCHEDULE 12108/03 Item #R14-2.doc
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD PUMP STATION and BRICKYARD ESTIMATE OF MANHOURS FINAL DESIGN -PARK AREAS 8 48 20 12 40 654 $19,542 $57,453 $4,102 $7,453 $69,008 LUMP
SUM LABOR -PARKS DIRECT COSTS STORAGE AREA FENCE DESIGN TOTAL LABOR and DIRECTS .-..􀀧􀁾􀀮􀁾 12 4 24 100 4 8 4 16 24 40 24 108 8 12 12 32 4 4 4 12 24 60 168 8 28 8 22 4 8 4 16 12 8 24
16 4 8 8 8 4 16 24 8 72 142 244 196 $61.57 $34.85 $41.54 $29.00 $18.19 $493 $2,509 $5,899 $7,076 $3,565 Final Design -Park Areas $57,453 $ 7,453 $ 4,102 $1,500 $ 90 $ 2,500 $ 12 TOTAL
Direct Labor -Parks @$19,542 x 2.94 = Direct Labor -Fence @$ 2,535 x 2.94 = Direct Costs Printing Mileage 250 mi @$.36 = Irrigation Upgrade at Park Areas ToUs A. Kickoff Meeting B. Review
Submittals; Tag Trees C. Review Information Requests D. Review Work Progress E. Prepare Punchlist F. Punchlist Review G. As-Builts -Pro'ect Closeout irect Labor Cost A. Prepare List
of Qualified Sub-Contractors B. Prepare Addenda C. Assist Owner in Evaluation of Bids D. Value En ''ineerin /Substitutions A. Kickoff/Programming Meeting B. Schematic Park Master Plan
C. Schematic Plan Review Meetin A. Prepare Construction Documents B. Prepare Technical Specifications C. Prepare Revised Opinion of Probably Cost D. Construction Document Review Meetin
.' •TasK2·;4!a'id:,PhaseD'''\;'··" Task 2 Total HOUTS ourl Rate A. Prepare Design Development Package B. Prepare Opinion of Probable Construction Costs C. Des' n Develo ment Plan Review
Meelin ··/··'••··TasK2;:rCOhslii:iCtion'Ii)6i:ijl'rielitation····'········· .
ATTACHMENT A ARAPAHO RD -MARSH LN TO ADDISON RD -PROJECT BUDGET Project Budget Project # Description Amount Bond Funds $20,500000 County funds $1,432,812 Dart Lap Funds 2001-2003 $1,046000
Morris Road available funds $300,000 Addison Road/Excel $230000 Reproorammed DART LAP Funds $1,189625 Total available funds $24,698,437 Phase II, Marsh to Surveyor HNTB initial fee ($294124
HNTB Urban Desion (streetscaoel ($29000 Supplementarv Agreement #1 ($1,556 Supplementarv aoreement #2 ($2,845 Supplementarv aoreement #3 ($19959 Nile Prooerties, Ltd. Parcel #15 ($1,367000
TXU Electric Parcel #16 $0 Lincoln Trust ComPanv Parcel #17 ($35,019 Aetna Life Insurance Companv Parcel #18 ($66,619 Racetrac Petroleum Parcel #19 $0 AMB Prooertv II L.P. Parcel #20
($25,978 ARS $0 construction cost ($2,200,000 Pat Haggertv ($2,125 Hioes & Associates ($10070 Evaluation Associates ($8 500 Audit and Leaal Fees ($100,622 Niles Propertv Environmental
report ($2,300 Niles Prooertv Demolition ($51,000 Sub Total ($4,216,716 Phase III, Surveyor to Addison Road ROWanalvsis ($44977) HNTB Desion Fee ($813,785 Evaluation Associates ($39000
􀁡􀁾􀀻􀁴􀁂􀀧􀁩􀁊􀀨􀁩􀁾􀀧􀁩􀁴􀀶􀀡􀁩􀁴􀁩􀁾􀁾􀁬􀁩􀁩􀁩􀁪􀁴􀁻􀁴􀁬􀁧􀁬􀁦􀀬􀁩􀁾􀀮􀁴􀀱􀁾􀁩􀁩􀁬􀀧􀁾􀁩􀀱􀀮􀁴􀀤􀀧􀁲􀁁􀁁􀁾􀁾􀁾􀁽􀀰􀀩􀀧􀀬􀁜􀀻􀀩􀁦􀀡􀀴􀁓 Metro Brick Parcel #1 ($95,150 Joe's Auto Bodv
Parcel #2 ($173,202 Union PacifIC Railway Company Parcel #3 ($1,204,217 The City of Dallas Parcel #4 ($13,018 Heritaoe Inn Parcel #5 ($60868 Motel 6 Parcel #6 ($463,244 Charter Furniture
Parcel #7 ($166,446 Garv CrouchlMBNA Parcel #8 ($62,381 John Wilson Parcel #9 ($112,000 Harbour Group Parcel #10 ($29,768 Dale BulloughlMetrocrest 1 Parcel #11 ($29,357 Public Storage
of Dallas, Ltd. Parcel #12 ($1,583,210 Public Storace of Dallas Ltd. Parcel #13 included in #12 !Audit and Legal Fees ($25,000 Road wav construction ($8,047,085 Bridae Construction ($5,000000
Bridge Design ($550,965 􀁉􀁍􀁭􀀺􀁭􀀡􀁬􀁊􀁊􀁩􀁨􀁴􀀱􀁊􀁬􀁦􀁬􀁾􀀮􀁾􀁾􀁑􀁾􀁾􀁍􀁑􀁩􀀡􀁩􀁾􀁗􀀡􀁬􀁩􀁊􀀱􀀸􀀡􀁾􀀻􀁪􀂧􀀱􀁾􀀱􀁩􀂥􀁭􀁾 􀀮􀁾􀀨􀀭 .,.:.:' Bridge Design Stioend ($30000 URS bridce concept
meetina ($19,570 IWve Track Crossing Fee ($2500 Environmental reports $0 Hioes & Associates $0 Pat Haggertv ($2805 Evaluation Associates ($21,750 Bridoe Pre-Submittal 􀁭􀁥􀁥􀁴􀁩􀁮􀁾
@Stone 􀁃􀁯􀁴􀁴􀁡􀁾􀁥 ($706 Total, Phase III ($19,861,907 Total Expenses ($24,078,623 Total over/under budoet $619,814 Spui $2,000,000 Midway Road $1,000,000 Total funds remainina if
needed $3,000,000
Project Attachment B -Arapaho Phase III Landscape Architecture Fee Summary Multi-use Pedestrian Trail and Pocket Parks Design Fee Existing Agreement Multi-Use Pedestrian Trail and Sreetscape
Addison Road to Surveyor Road Proposed Supplementary Agreement Pocket Parks -"'{" Track Area (Brickyard) and Parcel East of Surveyor Pump Station Total Landscape Architecture Design
Fee Design Fee as a Percentage of Construction Costs Project Estimated Construction Costs Multi-Use Pedestrian Trail and Streetscape Addison Road to Surveyor Road Pocket Parks -"Y" Track
Area (Brickyard) and Parcel East of Surveyor Pump Station Pocket Park Area Calculation "Y" Track (Brickyard) Parcel East of Surveyor Pump Station $70,903.00 $87,291.00 $158,194.00 7.90%
Estimated Construction Cost $1,025,650.00 $962,000.00 $1,987,650.00 Square Feet/Acres 165,000 sq.ft.l3.78 acres 38,000 sq.ft.l.87 acres
AGREEMENT TillS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer
to perform certain work set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said services, hereinafter referred to only as "services",
specified in said Scope of Services, and enumerated under Section 2 ofthis Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following Basic and
Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design of Arapaho Road from
Surveyor Boulevard to Addison Road. 􀁉􀁾 Project Definition This project consists ofthe preparation of plans and specifications for bidding and construction of Arapaho Road Phase III
from Surveyor Boulevard to Addison Road (the Project). The project will be a 4-lane reinforced concrete roadway, with tum lanes at Surveyor Boulevard and Addison Road. A grade separated
intersection will be provided at Midway Road. The design of the bridge over Midway Road is not included in this scope of services. Services will generally include geotechnical investigation
and recommendations; fmal construction plans for the roadway, structure, stormwater, water, wastewater, landscaping, irrigation, traffic signals, construction sequencing, signing and
striping; bid document originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. II. Detailed Scope of Basic Services The
improvements have been implemented in several phases consistent with the availability of funds to complete fmal construction plans and specifications and to fmance the construction.
The scope of services for the schematic design are described in a separate scope of services and Agreement between the Town of Addison and HNTB Corporation executed February 12, 1997
with official official authorization to proceed dated March 9, 1998. The basic scope of services for construction documents from Marsh Lane to Surveyor Boulevard (phase II) are described
in a separate scope and Agreement executed October 18, 2000 between the Town of Addison and HNTB Corporation. 1
A. Phase III Final Design -Paving, Drainage, and Utilities 1. Prepare [mal construction drawings. (Scale 1" = 20' Horizontal and 1" = 5' Vertical except as noted.) The plans will be
designed to meet current ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes c. Quantity Sheets d. Removal Plans e. Typical Sections f. Construction
Phasing (Scale I" = 40') g. Survey Control h. Utility Relocation Plan i. Paving Plan and Profile Sheets j. Paving Details k. Signing and Striping Plans (Scale I" = 40') 1. Erosion Control
Plans m. Grading Plan n. Driveway and Special Grading Sheets o. Drainage Area Map (Scale 1" = 100') p. Stormwater Plan and Profile Sheets q. Roadway Cross Sections r. Street Lighting
Plan 2
2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit four (4) sets of plans for review to the Owner for 65% review, 95% review, and 100% (fmal). 5. Incorporate
Owner's review comments into plans after each submittal. B. Streetscape Engineer's understanding is the Project will consist ofright-of-way improvements for Arapaho Road from Surveyor
Boulevard to Addison Road. The current R.O.W. will be widened in some areas allowing for additional landscaping. Proposed streetscape improvements will utilize the existing Town Landscape
Ordinance and guidelines. Critical visibility concerns shall be incorporated into the overall roadway improvements. This proposal does not include architectural improvements related
to the proposed bridge spanning Midway Road. These improvements may be added at a later date by the Owner through a supplemental agreement.. Basic Services 1. Schematic Design a. Engineer
will attend a kickoff /programming meeting with the Owner to discuss the project requirements and to acquire information required to develop the schematic landscape master plan for Phase
III. b. Based on initial programmatic meetings with the Owner, Engineer will proceed with site development concepts to develop a schematic landscape master plan. Schematic design plans
will be drawn at a scale sufficient to explain design intent. The drawings to be produced will be one rendered site plan and necessary cross sections and enlarged plans as required to
explain design intent. c. Engineer will meet with the Owner to present the schematic landscape master plan and will receive comments from staff for incorporation into the design development
package. 3
2. Design Development a. Based on the approved schematic design, Engineer will prepare a design development package. This package will include the following: • Materials plan • Site
grading plan • Site walls/entry features • Hardscape/paving Site lighting (location and fixture type) • Landscape plan • Critical cross-sections This package will include an appropriate
level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refme probable construction costs. b. Engineer will prepare an
opinion of probable construction costs based on design development drawings. c. Engineer will meet with the Owner to review the design development package and will receive comments from
staff for incorporation into the construction document package. 3. Construction Documentation a. Based on the approved design development package, Engineer will prepare contract documents
sufficient to describe the work necessary for construction. The following drawings will be prepared: • Layout and materials plan • Enlarged intersection layout & materials plan, if required.
• Grading plan for the RO.W. improvements • Enlarged intersection grading plan, ifrequired. • Planting plan • Enlarged intersection planting plan, if required. • Irrigation plan • Enlarged
intersection irrigation plan, if required. • Site lighting (location & fixture type) • Details and sections at appropriate scales necessary to convey the sizes, appearances, fmishes,
and colors of all pavements, walls, site furnishings, and light fixtures. • Coordinate structural details and incorporate on plans to be approved by structural. b. Engineer will prepare
technical specifIcations describing all elements ofthe proposed work. 4
c. Engineer will prepare a revised opmlOn of probable construction costs based on design development drawings. d. Engineer will meet with the Owner to review the construction document
package and will receive comments from staff for fmalizing the construction document package. 4. Construction Observation a. Engineer will attend a kickoff meeting with the Owner, the
selected landscape /hardscape subcontractor and General Contractor to review the project requirements, schedule and responsibilities. b. Engineer will review and approve subcontractor
submittals regarding landscape and hardscape material specified for the streetscape project and keep logs for submittals. c. Engineer will coordinate the preparation of record drawings
with the landscape /hardscape contractor, review for completeness and issue to the Owner with all records of construction developed for the project based on documents delivered to Engineer
by such contractor. This will constitute the project close out ofthe construction phase. 6. Additional Services The following services are not included in the scope ofbasic services.
Engineer shall provide these services if authorized in writing by the Owner on a time and expense in addition to the compensation for Basic Service. • Illustrative renderings beyond
those described in the Basic Services. • Zoning changes or variances C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Provide 25 half-size sets ofplans and bid
documents. 3. Conduct pre-bid meeting. 4. Prepare necessary addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder for the award of the construction
contract after performing reference checks. 5
D. Construction Administration 1. Provide three (3) full-size and five (5) half-size sets of plans and specifications for Owner. 2. Provide two (2) full-size and three (3) half-size
sets of plans and specifications for Contractor. 3. Conduct pre-construction meeting. 4. Respond to Requests for Information. 5. Review submittals, as required by the contract documents.
6. Provide construction administration and observation services. 7. Attend final inspection and prepare punch list. 8. Prepare mylar record drawings and electronic files. ITI. Detailed
Scope of Additional Services A. Surveying 1. Update property ownership, to include current ownership. Any subdivision of the existing parcel will be addressed on a case by case basis.
2. Stake centerline at 50-foot intervals with PC's and PT's prior to geotechnical borings performed in field. 3. Locate bore holes horizontally and vertically. 4. Cross sections of Arapaho
Road at Midway Road to include lane shots. 5. Project management and administration for surveying elements. B. Geotechnical Investigation The geotechnical services will include the following:
field investigation, laboratory testing and engineering analysis in order to develop recommendations to guide design and construction of Arapaho Road. 1. Field Investigation 6
Drill and sample 25 borings for this project. The following table summarizes the proposed number of borings for the various structures. Proposed Structure Total Number of Borine:s Bridge
7 Retaining Walls and Box Culvert 14 Pavement 4 The bridge borings will be advanced a depth of 20 feet into unweathered gray limestone. The bridge borings are therefore anticipated to
extend to a total depth of approximately 35 feet. The retaining wall box culvert borings will extend to a depth of 15 feet. The pavement borings will extend to a depth of 10 feet or
5 feet into weathered limestone, whichever is encountered frrst. The borings will be continuously sampled to a depth of 6 feet, and at 5-foot intervals thereafter and/or at each change
in the stratum . until boring termination. The soil samples will be obtained with thin-walled tube and/or split-spoon samplers, depending upon the soil type and consistency. The bedrock
in the bridge borings will be continuously cored. Samples of the bedrock from the other borings will be obtained from the auger cuttings. Texas Cone Penetrometer (TCP) tests will be
performed at 5-foot intervals to evaluate the bearing properties ofthe bedrock. The drill crew foreman will record the depth that seepage water is encountered during drilling. Water
level readings will also be obtained from each boring at drilling completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. It is
understood that ARS Engineers (ARS), the project surveyor, will stake the centerline of the roadway alignment to assist us in locating our borings in the field. Terra-Mar will then stake
the boring locations. The boring locations will be marked in the field so that ARS can determine the boring coordinates and ground surface elevations following the field exploration
program. Owner shall coordinate with the Engineer to obtain right-of-entry to the property so that the boring locations will be accessible to our conventional truck-mounted drilling
equipment during normal working days. Traffic control services shall be Additional Services ifrequired to complete the borings. 7
The drilling operations will proceed in a manner that will avoid the potential of damage to underground utilities. Owner shall provide any information regarding any of their existing
underground utilities that are present on-site prior to Engineer beginning the fieldwork. Engineer will coordinate underground utility line clearance with the Texas Excavation Safety
System, the Owner, Dallas Water Utilities, and Dallas Area Rapid Transit (DART), and any other utility companies known to be in the area. However, Engineer will not be responsible for
damage to underground utility lines that are not properly identified prior to mobilization of drilling equipment to the site. 2. Laboratory Testing The project geotechnical engineer
will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory testing program will then be implemented to evaluate the pertinent engineering
properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture content, unconfined compression, and calibrated penetrometer tests. Lime series
tests will be performed to determine the optimum lime content for subgrade stabilization 3. Engineering Analyses and Report The results of the field investigation and laboratory testing
programs will be evaluated to provide recommendations for design and construction of the roadway. The results of this investigation will be presented in an engineering report, Three
copies of the report will be submitted to the Owner. The report will include the following: a. Logs ofborings in TxDOT "WinCore2" electronic format, laboratory test results, borehole
water level observations, and a plan ofborings. b. Recommendations for design of drilled shaft bridge foundations, including allowable bearing resistance, estimated depth ofbearing stratum,
and estimated foundation settlement. c. Recommendations for design of mechanically stabilized earth retaining wall foundations that will include allowable bearing pressures, sliding
resistance, global stability, and estimated settlement. d. Recommendations for design of the box culvert, including equivalent fluid pressures and allowable bearing pressures. e. Recommendations
for retaining wall and box culvert backfill soil types, backfill placement, and compaction. 8
f. Evaluation of the impact of the box culvert on the performance of the proposed pavement section, including recommendations for reducing the amount of differential movement between
sections of the roadway supported over the box culvert and box culvert backfill, and sections supported on the existing subgrade soils. g. Recommendations for pavement subgrade preparation.
h. Recommendations for Portland cement concrete pavement sections. Owner will arrange to provide the anticipated traffic loading for use in our analysis. i. Discussion of potential construction
problems, such as hard rock excavation, groundwater, and subgrade instability. c. Traffic Study a. Signal Design Layout 1. Prepare preliminary traffic signal design plans and specifications
for intersection of Arapaho Road at Addison Road to include railroad preemption. Plans and specifications will be prepared using Owner standards. 2. Review plans and specifications with
Owner and revise as necessary. Prepare final plans, specifications, construction estimates and contract documents for installation of traffic signals throughout project limits. b. Traffic
Signal Data Collection 1. Collect AM peak period (6:30 -9:00 AM) and PM peak period (4:00 PM -6:30 PM) turning movement counts in 15 minutes intervals, including pedestrian counts, for
two representative intersections. These intersections will provide a general understanding of the volume of traffic and traffic characteristics of the area. 2. Compile the existing traffic
turning movement counts for the AM and PM peak hour time periods and determine the existingAM and PM peak hours, peak hour factors and percent trucks for each intersection. Balance the
traffic turning movement counts for Phase IT and Phase lIT for the AM and PM peak hours. Prepare base maps for Phase IT and Phase III illustrating the existing peak hour turning movement
counts, intersection geometrics, speed limits, distances between intersections, percent trucks, peak hour factor, and existing traffic signal phasing. Compile the existing traffic signal
timing plans to determine the existing traffic signal 9
phasing, cycle length, minimum and maximum green times, yellow times, all-red times, walk times and flashing don't walk times. c. Initial Traffic Analysis -Segment 1 (West ofMidway Road)
1. 􀁁􀁮􀁾􀁬􀁹􀁺􀁥 the three signalized intersections in Segment 1, (Marsh, Surveyor, and Belt1inelMarsh) utilizing an interactive process to provide coordinated traffic signal timings
without sacrificing level of service for the minor traffic movements. More specifically, the following process will be utilized for both the AM and PM peak hours: • SIGNAL2000-Design
optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS D or better. • NOSTOP -With the green splits designed in SIGNAL2000,
use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000 -Rerun, if necessary, if the cycle length is different through NOSTOP
than originally assumed. • TRANSYT-7F -Holding the cycle length and green splits constant, run this program to optimize offsets to provide progression for the highest volume movements
(minimize system delay). Summarize the results with measure of effectiveness tables and phasing/timing diagrams and illustrate the train preemption phasing. 2. Jack Hatchell & Associates
will assist the Engineer in a management role consisting of technical assistance and plan review for traffic signal timing plan for Arapaho Road from Marsh Lane to Surveyor Boulevard
and Marsh Lane from Beltline Road to Arapaho Road. d. Initial Traffic Analysis -Segment 2 (East ofMidway Road) 1. Analyze the six signalized intersections in Segment 2 of Phase III,
(Addison, Edwin Lewis, Quorum, Spectrum, AddisonlLindberg, and Addison/Beltline) utilizing an interactive process to provide coordinated traffic signal timings without sacrificing level
of service for the minor traffic movements. The goal. will be to provide traffic signal progression along the three signalized intersections along Addison Road and the four signalized
intersections along ArapaIio Road. The following process for both the AM and PM peak hours: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection
such that all movements operate at LOS D or better. 10
• NOSTOP -With the green splits designed in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000 -Rerun, if
necessary, if the cycle length is different through NOSTOP than originally assumed. • PASSERII -Holding the cycle length and green splits constant, run this program to optimize the offsets
for through movement progression on Addison Road and Arapaho Road. Two runs will be completed consisting of one run for Addison Road and one run for Arapaho Road. • TRANSYT-7F -This
program will be used to combine the two PASSERII runs and fme-tune the offsets for higher volume turning movements (minimize system delay). Summarize the results with MOE tables and
phasing/timing diagrams. Illustrate the train preemption phasing. 2. Jack Hatchell & Associates will assist the Engineer in a management role consisting of technical assistance and plan
review for traffic signal timing plan for Addison Road from Belt1ine Road to Lindberg and for Arapaho Road from Addison Road to Spectrum. Assist Engineer with coordination with railroad
and traffic signal design for railroad preemption. e. Technical Memorandum Document the procedures, fmdings and recommendations of the traffic signal timing analysis, with exhibits,
tables and text in a technical memorandum. The technical memorandum will also include an appendix with the traffic software output. Note: Additional information on the Traffic Study
is included in ExhibitB. D. Phase I Environmental Site Assessment See Exhibit A for detailed description. E. Construction Observation • It is anticipated the Owner will require assistance
with construction observation throughout the construction duration. Two separate Construction Observation tasks are included. The first will be full-time bridge construction observation.
The second will be half-time roadway construction observation. Full-time is 40 hours per week throughout the duration the construction schedule. Half-time is 20 hours per week throughout
the duration the construction schedule. The bridge construction is estimated to take twelve months. The roadway construction is estimated to take fifteen months. If the 11
duration differs from these estimates, the compensation shall be adjusted accordingly. The following tasks would be performed by this task. A supplemental agreement will have to be completed
prior to the preconstruction meeting. 􀁾 Monitor construction activities including office/on-site observations during construction operations. This effort will be performed in association
with the Owner's staff to supplement their own inspection staff. 􀁾 The Engineer's construction representative and staff shall be stationed in Engineer's offices for the administration
ofthe contract documents. 􀁾 The Engineer's construction representative shall assist in working with the Contractor to address RFI's, shop drawings, and related questions concerning
design issues to support timely response and resolution of issues 􀁾 The Project construction representative shall assist in monitoring the construction schedule on an ongoing basis
at bi-weekly intervals based upon a 12-month construction schedule, and report to the Owner on on matters that may lead to delays and deficiencies. 􀁾 Review requests for alternatives
and substitutions from the Contractor and submit them, together with Engineer's recommendations, to Owner for consideration. 􀁾 Review and make recommendations on contractor submitted
shop drawings. 􀁾 Observe bridge construction and related components. 􀁾 Observe construction to determine in general if the Work is proceeding in such a manner indicating that when
completed it will be in accordance with requirements ofthe contract documents. 􀁾 Conduct observations to determine an estimate ofpercent completion. 􀁾 Prepare preliminary and fmal
deficiencies lists at intervals during the overall Project duration. 􀁾 Based on observations and evaluations of the Contractor's applications for payment, the Project construction representative
shall review and certify the amounts due the Contractor. 12
F. Coordination with third-party for bridge design If the Town of Addison chooses to have a third party design the bridge over Midway Road it will require a coordination effort between
HNTB and the third party. The Town has requested an estimate of how much time it would take for coordination between the Engineer and the thirdparty bridge designer. This estimate is
for meetings with the third party, information sharing, transfer of files (electronic, including CAD), notes and sketches, and meetings with the Town to incorporate ideas into the bridge.
This estimate is not for the design of any elements of the bridge that are developed through these meetings or by the third party. We have based our estimate on a total of 140 hours
over the course of the design. The estimated amount would be approximately $17,500. SECTION 3. PAYMENT Owner shall pay Engmeer for services authorized in writing as properly performed
by Engineer on the 􀁢􀁾􀁬􀁓 􀁨􀁬􀀿􀁲􀁾􀁩􀁮 described,subject to additions or deletIOns for changes or extras agreed upon m WrItmg. Basis ofCompensation Owner shall make payment monthly to Engineer based upon statements submitted by the
Engineer for work performed. Compensation for performing Basic and Additional Services shall be as shown in Exhibit A on a Lump Sum amount of $602,725. Additional Services for Construction
Observation shall be as shown in Exhibit A on a Cost-Plus basis not to exceed $211,060 based upon an hourly rate with a 2.92 multiplier to cover labor, overhead, and profit. The total
contract amount shall not exceed $813,785.00 unless amended by both parties. SECTION 4. RESPONSffiILITIES Engineer shall be responsible for the professional quality, technical accuracy,
and the coordination of the design, drawings, plans, specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation,
correct or review any errors or deficiencies that are attributable to the Engineer in such design, drawings, plans, specifications, estimates, and other services. Neither Owner's review,
approval or acceptance of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause
of action arising out of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's
negligent performance of any ofthe services furnished under this Agreement. The rights and remedies of Owner and Engineer under this Agreement are as provided by law. Engineer shall
not be responsible for construction means, methods, techniques, sequences, procedures, or safety precautions and programs in connection with the Project. SECTION 5. TIME FOR PERFORMANCE
Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the terms of this Agreement. The 13
services to complete construction documents shall be completed within lO months of Notice-to-Proceed. In the event Engineer's performance of this Agreement is delayed or interfered with
by acts of the Owner or others, Engineer may request an extension of time for the performance of same as heremafter provided. Ifsuch delay is in excess of 60 days on any one occurrence
or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event caused by others that substantially
inhibits the Engineer from proceeding with its services on the project. This shall include, but is not limited to, Owner reviews, right-of-way negotiations and awaiting critical information
to be supplied by Town or franchised utility companies. No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer, unless Engineer shall
have made written request upon Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon
the allowance of additional time to be made. Provided, however, Engineer shall not be considered in default hereunder in delays are caused by reasons beyond its reasonable control. SECTION
6. DOCUMENTS AU instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other·data or work items, etc.)
prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required by law or by Owner.
Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all instruments
of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the event, Owner uses such instruments of service on any work of Owner
other than that intended in the Scope of Services, defmed in Section 2, under those circumstances Owner hereby agrees to protect, defend, indemnify and hold harmless the Engineer, their
officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage
of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on
account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to such other work except where Engineer is hired to modify such instrument for such other work. Engineer agrees to and does hereby grant
to Owner a royalty-free license to such instruments ofservice which Engineer may cover by copyright and and to designs as to which Engineer may cover by copyright and to designs as to
which Engineer may assert any rights or establish any claim under the design patent or copyright laws. Engineer, after completion of the services, agrees to furnish the originals of
such instruments of service 14
to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving five (5) days written notice to the Engineer. In the event termination
is for cause however, such shall be in accordance with section 14 hereof In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms of
this Agreement, will be made on the basis of services reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon
delivery of all instruments of service to Owner. Should the Owner require a material modification of this Agreement, and in the event Owner and Engineer fail to agree upon such modification
to this Agreement, Owner shall have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other th3I). the payment to Engineer, in accordance
with the terms of this Agreement, for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. Engineer may terminate this
Agreement upon written notice to Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement Owner shall have 14 calendar days from
the receipt ofthe termination notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable
period of time from the date of notice, Engineer may terminate this Agreement. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability
Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance
(including insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including death,
suffered by any person or persons other than employees of Engineer, and liability for damages to property, arising from or growing out of Engineer's operations in connection with the
performance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00) for
one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of
the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. 15
A signed Certificate of Insurance, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are performed under this Agreement. Such
Certificate of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall
terminate after completion of the project. Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability
policies. SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itself to Owner in the following respects, to wit: The Engineer hereby agrees
to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against
losses, liability or damage of any character, including defense costs, expenses and attorney fees incidental to the defense of such losses, damages or liability on account of injury,
disease, sickness, including death, to any person or damage to property including the loss of use resulting therefrom, from any negligent act, error, or omission of the Engineer, its
officers, employees, or subcontractors, or anyone else for whom Engineer is legally liable which are resulting from or caused by the performance of any services called for by this Agreement.
In the event the parties are found to be jointly or derivatively negligent or liable for such damage or injury, the indemnification shall be assessed on a proportionate basis in accordance
with the final judgment, after all appeals are exhausted, determining such joint or derivative negligence or liability. The Engineer is not responsible for the actions of the Owner's
contractor or any other party contracting with Owner to perform the construction of the improvements covered under this Agreement. Acceptance and approval of the fmal plans by the Owner
shall not constitute nor be deemed a release of the responsibility and liability of Engineer, its employees, associates, agents and Engineers for the accuracy or competency of their
designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any defect in the designs, working drawings and specifications, or other documents and services provided by Engineer hereunder; or other documents prepared by Engineer,
its employees, and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that
Engineer is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees
as employees of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further agrees to indemnify and hold
Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection with employees of Engineer. 16
SECTION 11. INDEMNIFICATION FOR NON-PAYMENT To the extent Owner has paid Engineer in full hereunder for same, Engineer shall defend and indemnify Owner against and hold Owner and the
premises hannless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management
costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT Neither party shall assign or sublet this Agreement or any part thereof, without the prior written consent
ofthe other party. SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building
codes applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or is unable to comply with the provisions of
this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within fourteen (14) days after written notice by Owner to Engineer,
Owner may, at its sole discretion without prejudice to any other right or remedy:• Terminate this Agreement and be relieved of the payment of any further consideration to Engineer except
for all services determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for percentage of completion by Engineer
through such date oftermination. In the event of, ofsuch termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces
or by resubletting to others. In either event, the Engineer shall be liable for all reasonable, unmitigatable costs in excess of the total contract price under this Agreement incurred
to complete the services herein provided for and the costs so incurred may be due or that may thereafter become due to Engineer under and by virtue ofthis Agreement. • Owner may, without
terminating this Agreement or taking over the services, furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation. The reasonable expense for
same may be offset against amounts due the Engineer. In such case, Engineer shall not be liable with respect to indemnity or otherwise for any such services performed, arranged, or furnished
by Owner. Engineer shall not be considered in default of this Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable control ofthe
Engineer. 17
SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services will be made by Engineer without a written agreement with Owner prior
to the performance of such services. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution by and between Engineer and Owner. SECTION 16-A. VENUE LOCATION
In the event of any dispute or action under this Contract, venue for any and all disputes or actions shall be instituted and maintained in Dallas County, Texas. The parties agree that
the laws of the State of Texas shall apply to the interpretation, validity and enforcement of this Contract; and, with respect to any conflict of law provisions, the parties agree that
such conflict of law provisions shall not affect the application of the law of Texas (without reference to its conflict of law provisions) to the interpretation, validity and enforcement
ofthis Agreement. THIS AREA INTENTIONALLY LEFT BLANK 18
SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements,
or stipulation bearing upon the meaning or effect of this Agreement, which have not been incorporated herein. This Agreement may only be modified, amended, supplemented or waived by
a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing
and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended at the address set forth on the signature page of this Agreement.
The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use of any gender in this Agreement shall be applicable to all genders,
and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on this the day of , 2001. OWNER: TOWN OF ADDISON,
TEXAS By Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 9010 Addison, Texas 75001-9010 Witness: 19 ENGINEER: HNTB CORPORAnON By Benjamin J. Biller P.E. Vice President, Central
Division 5910 Plano Parkway, Suite 200 Plano, Texas 75093 Witness:
􀁾􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀬 G_r_a_n_th_a_m_&_A_s_s_o_c_ia_t_e_s.:....,_In_c_o October 22, 2003 Mr. Jerry Holder, P.E. HNTB 5910 W. Plano Parkway Suite 200 Plano, Texas 75093 G&A No. 320-02
Re: Arapaho Road Phase 3 , Revised Proposal for Additional Services Dear Jerry: Pursuant.to your request, Grantham & Associates, Inc. (G&A) has revised the Proposal for Additional Services
dated September 8, 2003.We have modified the scope of services and the proposed fee for the tree survey servi'ces based on our field visit and more detailed information' concerning the
Town's needs. The following details the revised proposed scope for the Tree Survey. The 􀁰􀁲􀁯􀁰􀁯􀀧􀁾􀁥􀁤 scope of services for the remaining tasks are as detailed in the September
8, 2:003 letter. Scope of Services Tree Survey G&A will perform a tree survey within an area beginning at the end ofthe retaining wall at approximately paving station 70+50 and extend
east to approximately paving station 77+50, or where the RR tracks and proposed roadway cross. The trees that will be located are those that are outside the roadway, to the north, but
insidethe right of way. Most of these trees are along the existing drainage ditch. The trees' along the existing drainage ditch south of the proposed roadway at paving station 78+00
extending to the existing headwall will also be surveyed. ••• The survey will identify the size and type of all trees greater than or equal to 4 inches in dianieter. (Note: The tree
type will be ascertained through the best judgement ofG&A's survey crew; no arborist work is included in this proposal). The survey will be provided in digital format to HNTB. Tree mitigation
is not included in this scope ofservices. A breakdown of the proposed fixed fee to perform these additional services, as described above and in the September 8, 2003 letter, is presented
in the Attachments A through C. Following is a summary: 1919 S, Shiloh Road, Suite 310, LB. 8 • Garland, Texas 75042 www.gra-ce.net Tel. (972) 864-2333 • Fax (972) 864-2334
Mr. Jerry Holder, P.E. October22,2003 Page 2 Tree Survey 'Y' Track Topo . Addison Road Drainage 'Y' Track Drainage $ 4,237.09 $ 3,797.09 $ 2,884.06 '$ 7,364.62 Total: $ 18,282.86 Should
you have any questions concerning this proposal, please contact me. ce Grantham, P.E. President Attachments BG/gg J:\WPDOCS\PROJECTS\a02-320\additionalselVices_revised.ltr
Pending fee/scope changes for 25768 Supplemental A Add Heritage Inn design changes -Add Watson-Taylor design 􀁣􀁨􀁡􀁮􀁧􀁥􀁳􀀬􀁾 Drainage on bridge_ Undetermined Produce Color Exhibits
for Condemnation Proceedings/Court Terra-Mar Additional Boring for URS Design Add design of CuivertlCIP Retaining walls ARS Additional work Soundwall additional design
Cost breakdown SUPPLEMENTAL AGREEMENT 11/11/02 Heritage Inn Design Changes Watson Taylor Design Changes Add Drainage Design for Bridge Total $18,014.88 $16,922.87 $18,903.07 $53,840.81
SupplmentAContract-Scope.doc
Arapaho Road Extension Phase 3 -PS&E Bridge Drainage Design Estimate of Manhours Final Design -Grantham & Associates, Inc. Asst. Project Project CADD Task Manager Engineer Design Tech
Operator Clerical Coordination with Bridge Designer 16 8 Drainage Plans/Profiles 1 8 16 40 Drainage Calculations 1 4 2 16 Drainage Area Map 1 2 2 8 Details 1 4 8 16 Bid Quantities 1
4 8 8 2 Opinion of Probable Cost 1 2 4 2 Respond to Requests for Information 4 8 Total Hours Houtly Rate $ 26 45.00 $ 32 41.00 $ 40 24.00 $ 88 16.00 $ 12 16.00 Direct Labor Cost ITotal
Fee $ 1,170.00 $ 1,312.00 $ 960.00 $ 1,408.00 $ 192.00 Final Design -G&A $ 5,042.00 Indirect Labor, Overhead (1.8775) $ 9,466.36 Subtotal $ 14,508.36 Profit and contingency $ 2,176.25
Direct expense $ 500.00 G&AFee $17,184.611 HNTB Project Management & Coordination $ 1,718.46 $ 18,903.071 SuppmentA-BridgeDrainage.xls
Arapaho Road Extension Watson-Taylor Parcel 12 and 13 Estimate of Manhours HNTB Left Turn, Deceleration Lane Estimate Alignment Options -4 40 20 Horizontal Alignment 4 30 24 Edge of
pavement -Geometric 2 24 20 Total Hours Houtly Rate $ 10 54.00 $ 94 33.00 $ 64 23.00 Direct Labor Cost $ 540.00 $ 3,102.00 $ 1,472.00 ITotal HNTB Fee Final Design -HNTB Indirect Labor,
Overhead (1.8775) Subtotal Profit and contingency $ 5,114.00 $ 9,601.54 $14,715.54 $ 2,207.33 $ 16,922.87 I Note: The "Alignment Options" will take up a considerable amount of time due
to the geometry in this area. SuppmentA-Watson -TaylorGeom.xls
Arapaho Road Extension Heritage Inn Estimate Estimate of Manhours HNTB Heritage Inn Estimate Task Alignment Options -Several options generated. Eventually went with one that kept road
within the current ROW 48 32 Horizontal Alignment 8 4 Adjustment to Retaining Wall Limits-Preliminary Grading 24 16 Edge of pavement -Geometric 16 24 Superelevation 16 Total Hours Houtly
Rate $ o 54.00 $ 112 33.00 $ 76 23.00 Direct Labor Cost $ $ 3,696.00 $ 1,748.00 $ 18,014.881 Final Design -HNTB $ 5,444.00 Indirect Labor, Overhead (1.8775) ....;$;-.;.:1􀀰􀁾􀀬􀀲􀀽􀀽􀀲􀁾􀀱􀀬􀀮􀀺􀀮􀀬�
�􀀱􀀻􀀭􀀻􀀱􀁟Subtotal $ 15,665.11 Profit and contingency $ 2,349.77 ITotalHNTB Fee Note: Several options were reviewed and analyzed during the design process The following is a list
of the different alignments analyzed. 1. No change in the Horizontal Alignment, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane. 2. Horizontal Alignment modified,
150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane 3. Horizontal Horizontal Alignment modified, 150' Deceleration lane, No Acceleration lane and 150' Left Tum lane.
4. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 246' Median -shorter median allowed for no impact to ROW already agreed to.
5. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 138' Taper" " Taper began at Parcel 5 property line, to minimize impact to additional
ROW takes 6. Horizontal Alignment modified, 150' Deceleration lane, 150' Acceleration lane and 150' Left Turn lane, 315' Taper and 400' median (Addison Standards) 7. Horizontal Alignment
modified, 150' Deceleration lane, 394' Acceleration lane" and 150' Left Turn lane, 315' Taper "AASHTO Standards SuppmentA_Heritage_lnn_Manhours.xls
Cost breakdown SUPPLEMENTAL AGREEMENT 11/11/02 Heritage Inn Design Changes Watson Taylor Design Changes Add Drainage Design for Bridge Total $18,014.88 $16,922.87 $18,903.07 $53,840.81
SupplmentAContract-Scope.doc
Pending fee/scope changes for 25768 Supplemental A Add Heritage Inn design changes Add Watson-Taylor design changes Drainage on bridge Undetermined Produce Color Exhibits for Condemnation
Proceedings/Court Terra-Mar Additional Boring for URS Design Add design of CuivertiCIP Retaining walls ARS Additional work Soundwall additional design
Jenny Nicewander From:· Sent: To: Subject: Jenny, Earnie Cox [ecox@arsengrs.com] Friday, November 08, 2002 1:19 PM Jenny Nicewander Arapaho Road Out of Scope Items The following is all
of the items that we have done that are out of scope for Phase III. Major revisions to Parcel 3 Multiple revisions to Parcel 2TE Major revisions to Parcel 4 for City of Dallas specifications
Revisions to Parcels 12TE and 13TE Tie in DWU -Waterline DWU waterline deed research Also, we have not staked the centerline yet. Please call me if you need anything else. Earnie Cox
ARS Engineers 214-739-3152 1
The HNTB Companies To File From Jenny Nicewander Interoffice Correspondence Date April 25, 2002 SUbject 25768 -Arapaho Phase III -Kick OffMeeting with the Town ofAddison A meeting was
held on April 25, 2002 to discuss traffic engineering issues on the Arapaho Road Phase III Project. The following individuals were present: Town ofAddison: Jim Pierce, Robin Jones, Luke
Jalbert, Dave Wilde and Steve Chutchian HNTB: Jerry Holder, Liz Metting, Angela Stoddard and Jenny Nicewander GBW: Bruce Grantham Jerry Holder opened the meeting with a briefintroduction
and had everyone introduce themselves. The meeting began with a Lessons Learned review from the Phase II project. The Town was given the opportunity to discuss what they liked and disliked
about the Phase II project. A+B bidding was a success and will be standard operating procedure in the Town from now on, on large projects. One ofthe disappointments from phase II was
the percent complete submittals that was handed in by the design team. The Town felt that the the 95% was closer to a 65% set ofplans. For Phase III, HNTB and GBW will work on rectifying
that situation so it will not occur again. It was asked ifthe Town had a list ofwhat was expected at 95%, at present there is no list. SC -would like one :full size set ofplans as part
ofthe final submittal JH -It is written in the Phase III contract that the town shall receive 3 full-size and 5 half-size sets ofplans and specifications. JH -stated that we had good
responsiveness from the Town's staffand that was much appreciated during the design stage. SC -stated he felt HNTB and GBW was very accommodating during the design regarding preparing
exhibits for ROW. -Ron Whitehead is trying to accelerate Phase 2 and 3. -On Phase II there was only one condemnation, Phase III will have a minimum of 5: Crouch, Metro Brick, Addison
joint venture (Body Shop), Public storage, and Bullough are expected to go to condemnation JH -There was some confusion on the mark-up sets from the Town on Phase II. A proposal for
a possible solution for this in Phase III would be to have a meeting at the Town to discuss all ofthe mark up sets and make decisions concerning any conflicting comments. There was a
consensus from the participants that this should be done. -Meeting minutes will be routed to Luke and he will then distribute them to the Town staffto keep them informed on decisions
made during those meetings. JP -Earth fill sections will be different from phase II Page 1 of4
The HNTB Companies Interoffice Correspondence SC -there is a lot ofinterest from the property owners regarding the retaining wall aesthetics. HNTB needs to look into moving the bridge
over 10-ft, look into feasibility, how it will impact the Urban Planners and their hike and bike trail. A decision will need to be made early, and DWU will need to be involved. There
is parking on the back side ofthe 4125 Centurion Way L.P., lot that will need to be looked at. Efforts should be made as to not take any parking spaces from that lot. The retaining wall
is along that property so there will be no opportunity for parking under the Arapaho. A meeting will need to be set up between HNTB's Urban Planner (Mike Preston) and DRS to coordinate
the hike and bike trail and the bridge. A meeting will also need to be held with DWU to have them sign offon the plans being so close to the 60" water line. LJ -Bruce was quite helpful
in hammering the utility companies to get moving and hopes that will continue in Phase III. AS -the the Handicap ramps on Phase II were a much bigger item then anticipated. For Phase
III the ramps should be tied down sooner to avoid confusion. HNTB will develop the layout ofthese ramps early in the design and submit them to all parties for agreement. LM -HNTB/GBW
will need to coordinate the submittals with URS so that the Town receives the 65%, 95% and 100% sets at the same time. Superelevation -will need to super the interior two curves. Bridge
-do we have the room to include the pedestrian walkway on the bridge and move it over to'? -Do we want the pedestrians elevated? Or on the ground? -Phase III is to carry the hike and
bike trail into phase II area. Drainage -Bruce is working on incorporating Arapaho with the drainage project at the airport. The bridge should capture the drainage on the bridge so that
it does not run off and over the sides ofthe bridge. Surveyor Intersection -the entire intersection will be rebuilt to provide a smooth transition. Pedestrian Crosswalk signals -countdown
type are to be used. LED for signals, Internal illumination for streetsigns. Parking Connection between Iceoplex and Motel 6 -will probably connect the grassed area (that will be paved parking) ofthe Motel 6 lot to the Iceoplex lot. The tennis courts are
coming out. Motel 6 is going to decide ifthey want additional parking or not. There will be security fencing with landscaping ifthere is no additional parking lot. Box culvert and existing
channel-the existing channel will be filled as part ofthis project. Design vehicles for turning movements -3 vehicles will be evaluated for turning movements 1. Fire truck Page 2 of4
The HNTB Companies 2. City Bus (DART type) 3. Semi Truck Interoffice Correspondence Coordination will need to happen with Birkhoff, Conway & Hendricks the firm who is designing the Addison
Road project so that the intersection is done smoothly. Bruce suggested that there be a joint design schedule for the bridge and road projectsA meeting should be scheduled with DRS,
HNTB, GBWand the Town to discuss coordination Railroad -Jack Hatchell has begun communication with the railroad (UP) and those talks are on going. PROPERTY UPDATE Parcel 14 -Town ofAddison
-keeping property to the south Parcel 12 and 13 -Public Storage ofDallas -The Owner has been sent the final offer letter. It is anticipated that the Town will have to go to council for
condemnation, there has not been a lot ofprogress on those lots. Parcell! -Bullough Lykos Office building -Property owner is not interested in working with the Town. They are not asking
for anything, but they are not cooperating either. The Town will meet with them in the near near future, and will send an offer in the next few weeks. Ifthere is no resolution, then
condemnation proceedings shall begin. Parcel 10 -Centurion Way -Parking lot issues with this property. Parcel 9 -Intervest -they are working with the Town. Parcel 8 -Crouch -Attorneys
drafted a final notice that will be sent for his approval. If the letter is not approved, condemnation proceedings shall begin. The Town has decided to give him the same number ofparking
spaces that will be disturbed because ofthe Bridge. Parcel 7 -Charter Furniture -Might go to condemnation. Parcel 6 -Iceoplex -The ROW has been acquired and is now owned by the Town.
The Town will replace any parking disturbed by the project as well as adding parking on part ofthe old Motel 6 lot (area that is currently grassed, just north ofthe Isoplex parking)
Parcel 5 -Heritage Inn -Contacts are in Fargo North Dakota. There is a possible connection point on this lot to Arapaho. Some questions and comments that were brought up regarding the
access drive drive Would they require a tum lane? The access drive, it could be used as a natural cut through when there is a train crossing the RR tracks. The idea for Arapaho was for
it to be a by pass to counterbalance traffic on other roads (Beltline). There is no inherent benefit for the Town to include access to the Heritage Inn from Arapaho. Page 3 of4
,. ,. Item #R3 -PUBLIC HEARING and Consideration of a Resolution approving a joint' application with Dallas County and surrounding cities for consideration of funding through the Federal
Juvenile Accountability Incentive Block Grant Program (JAIBG) and waiving the Town's right toapply. Item #R4 -Approval of the proposed Town Marketing Program for February through September,
2002 and authorization for the City Manager to enter into contracts with the following: Krause and Associates for $73,739.00, TravelCLICK for $132,322.00, StarCite for $61,883.00, David
Green Organization (group lead program) for $18,000.00, David Green Organization (telemarketing program) for $24,000.00, Barbara Buzzell Company for $36,000.00, Travel & Tour Guides
for $36,459.00 and TravelCLICK Hotelligence for $6,500.00. Item #R5 -Discussion and consideration of a Resolution approving a proposal for Internally Illuminated Street Name Signs. '*
Item #R6 -Consideration of a Resolution authorizing the City Manager to enter into a 􀁑􀁾􀀢 " " ','," ", ',", coHntNraTcBt 􀁩􀁮􀁣􀁡􀁮􀁟􀀬􀁡􀀬􀀢􀁭􀀬􀀺􀀢􀀧􀀬􀁟􀁯􀀢􀁾􀀬􀁾􀀢􀀮􀁦􀀢􀁮􀀢􀀢􀀬􀁾􀀬􀁴􀀬􀁴􀁩􀀡􀀿
􀁟􀀬􀁥􀁤􀀧􀀬􀁾􀁣􀀬􀀮􀁾􀀧􀀡􀀬􀁤􀀬􀀧􀀬 __􀀬􀀤􀁦􀀸􀁁􀀱􀀳􀀢􀀷􀀬􀀮􀀸􀀬􀀧􀁟􀀢􀁨􀀵􀀬􀂷􀁯􀀬􀁒􀁏􀀬􀀢􀀬􀁦􀀬􀀧􀀬􀀰􀀬􀀧􀁟􀀬􀀧􀀬􀁾􀁤􀀬􀀢􀀬􀁅􀀢􀁰􀁮􀀢􀁧􀁨􀁩􀁮􀀢􀁾􀀬􀁥􀀬􀁲􀀬􀁬􀁩􀀬􀁬􀀮􀁮􀁬􀀬􀀧􀁾􀀬􀁟􀀬
􀀿􀁥􀀢􀀧􀀢􀁲􀀧􀀡􀀬􀀬􀁟􀁩􀁾􀀬􀀧􀁾 '__ _ to orporatlon-Ior t e eSlgn 0 ", rapa 0 oa,' ase, ;.rom,::.:s . ,_••􀁣􀀢􀁾 ,.'" 􀁾􀁓􀁵􀁲􀁶􀁥􀁹􀁯􀁲Bbulevardt6'Addison Road. 􀀢􀀺􀁾􀀭􀀮 : 􀀩􀀬􀀻􀀺􀁾􀀬􀀭
7(>;, ';:"c:, ---.--. '-Item #R7 -Presentation of annual report of the Addison Arbor Foundation and the 2002 Work Plan for the Foundation. Item #R8 -Consideration of an Ordinance to
(1) amend Chapter 2 (Administration), Article IV (Finance), Division 2 (Financial Policies) of the Code of Ordinances by adding a new Section 2-184 relating to the use of alternative
methods of selecting a contractor for certain projects which provide the best value for the Town, and (2) delegate the authorityto make a determination as to which method provides the
best value for the Town to the City Manager (or the City Manager's designee). "􀁾 City Council Agenda 01-22-02
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TOWN OF ADDISON, TEXAS HNTB /GBW Engineers 11/13/01 ARAPAHO ROAD EXTENSION FROM ADDISON ROAD TO MARSH LANE ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST OPTION5C -SURVEYOR BLVD. TO
ADDISON ROAD -Phase 3 ITEM NO 100 104 110 132 260 360 360 423 500 502 666 ** 681 ITEM DESCRIPTION ROADWAY PREP. & MAlNT. OF RIGHT-OF-WAY REMOVE OLD CONCRETE (PVMT.) EXCAVATION (ROADWAY)
EMBANKMENT (ORDINARY COMPACTION) LIME TREATED SUBGRADE (6 in) (Mainline) CONCRETE PAVEMENT (10 in) (Mainline) MONOLITHIC CURB (TYPE A) (6 in) RETAINING WALL (CAST IN PLACE) MOBILIZATION
BARRICADES, SIGNS AND TRAFFIC HANDLING REFLECT PAVE MARKINGS LIGHTING TRAFFIC SIGNALS (PER INTERSECTION) RAILROAD SIGNALS, CROSSING TEMPORARY TRAFFIC,SIGNAL LANDSCAPING UNIT QUANTITY
ENGINEERS ESTIMATE STA 59.5 $ 2,750.00 $ 163,735.00 SY 500 $ 3.85 $ 1,925.00 CY 7,000 $ 3.50 $ 24,500.00 CY 34,000 $ 9.50 $ 323,000.00 SY 24,200 $ 3.30 $ 79,860.00 SY 23,200 $ 34.20
$ 793,440.00 LF 11,500 $ 2.25 $ 25,875.00 SF 21,000 $ 35.25 $ 740,250.00 LS1 $ 100,000.00 $ 100,000.00 LS 1 $ 100,000.00, $ 100,000.00 LF 25,000 $ 1.75 $ 43,750.00 LF 5,400 $ 38.50 $
207,900.00 EA 1 $ 132,000.00 $ 132,000.00 EA 2 $ 275,000.00 $ 550,000.00 EA 1 $,' 11,000.00 $ 11,000.00 LS 1 $ 1,20'0,000.00 $' 1,200,000.00 INLETS MANHOLES LATERALS 24" RCP 30" RCP
36" RCP 6'X5'RCBC 7' X5' RCBC 9' X5' RCBC 2 -7' X 5' RCBC 2 -9' X 5' RCBC 2 -10' X 6' RCBC " '" " LF 1,180 $ 55.00 $' 64,900.00 LF 3,000 $ 55.00 $ 165,000.00 LF 1,310 $ 70.00 $ 91,700.00
LF 500 $ 85.00 $ 42,500.00 LF 260 $ 275.00 $ 71 ,500.00 LF 400 $ 325.00 $ 130,000.00 LF 500 $ 375.00 $ 187,500.00 LF 800 $ 600.00 $ 480,000.00 LF' 1,460 $ 775.00 $ '1;131,500.00 LF 920
$ 875.00 $ 805,000.00 ' HEADWALL CONCRETE REMOVE CONCRETE CHANNEL LINING REMOVE/REPLACE CONCRETE CHANNEL LINING OTHER UTILITY RELOCATIONS RIGHT-OF-WAY DEMOLITION SUBTOTAL 20% CONTINGENCY
CY 30 $ 650.00 $ 19,500.00 SY 10,500 $ 11.00 '$ 115,500.00 SY 1,100 $ 65.00 $ 71,500.00 LS 1 $ 77,500.00 $ 77,500.00 LS 1 $ 2,750,000.00 $ 2,750,000.00 LS 1 $ 100,000.00 $ 100,000.00
$ 10,897,085.00 $ $ 2,179,417.00 M;\JOBS\2S768Phase3\CONTRACnprimecon\PS&E\(ConstructionEs16%110401.xls]5c-2001 TOTAL CONSTRUCTION COST $ 13,076,502.00
􀁾ARCHITECTS ENGINEERS PLANNERS January 10,2002 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Z. Chutchian, P.E. ARAPAHO ROAD PHASE III
-SCOPE AND FEE Dear Steve: HNTB r.ompallies 59/0WP/tfJZf' Pttrkwtl)' Suite 200 PJtIllO, Texl/s 75093 (972) 66l-5626 FAX (972) 66l-56l4 wwul,hntb.com Attached please find one original
and one copy of the revised scope and fee for the referenced project. The updated document represents several items that have been added to the fee estimate. These items include the
following: • Design of parking lots under the bridge on both the east and west sides of Midway Road • Full-time bridge construction observation (estimated construction time: 12 months)
• Half-time roadway construction observation (estimated construction time: 15 months) We trust this revised scope and fee meets with your approval. If so, please sign the original and
return to us. We are excited about working with you and your staff on this new phase of the project. Very truly yours, HNTB CORPORATION 􀁾􀀧􀀮􀂣􀁦􀁦􀁾 e . Holder, P.(/Director of Capital
Projects JDHldsl Enclosure 25768 Tbe llNTB Companies uHleE:'i: 􀀺􀁜􀀱􀀮􀁬􀂷􀀺􀀺􀀧􀁜􀀺􀁜􀀻􀀬􀁜􀀱􀀩􀁛􀁻􀀱􀀮􀁾􀀮 \A; 􀀮􀁾􀁎􀁩􀀧􀁜􀁁􀁉􀁊􀁕􀁉􀀮􀁬􀁓􀀮 t-ID: ATI..-\NTA. li..\: Al:STIN. lX
BATON HOUGE. LA: BOSTON. MA;'CHARLESTON. SC: CHAI{LESTON. WV; CHICAGO. IL; CLEVELAND. UI-I: 􀁃􀀨􀁊􀁬􀀮􀁬􀀧􀁾􀁜􀁉􀁉􀁵􀀮􀀺􀁳􀀮 Ill'!: J)ALL,a,S. TX; IH":NVE::lt CO: DETI{OIT. f,.·II; ELKINS,
\VV; FT. WOI{TH, TX; HAltTFORD, CT: HICKSVILLE, NY: HOUSTON, TX; [NDIANAPOLlS, IN; KANSAS CITY, t\-JO; h:"i(J:,\ VI 1.1.1':. Ti'\: 􀁌􀀮􀀭􀁜􀁎􀁓􀀱􀁾􀀨􀁪􀀮 ,\11: LOS Ai'GHES. CA: LOl.fISVII.LF..
KY; MADISON, \X'I; MIMoli. FL: MILWAUKEE, WI; MINNEAPOLIS, MN; NASHVILLE, TN: NE\X' YORK. NY; OAKLAND. C.'\: oli:\M;r: 􀁃􀁏􀁌􀁉􀁾􀁔􀁙􀀮 CA: OIU_-\NDO. FI.: OVEHL\Nf) PARK. KS; PIIIL-\DEI.PHIA,
JlA; PORTL\ND, MF.; JlORTUND, Ol{; RALEIGH, NC; ST. LOUIS, 1'010; SALT UKE cln'. LIT: SAN ANTONIO. 1;\; 􀁾􀀺􀁜􀁾 IWH:'\:\H1 UNO. C:\; SAN 􀁆􀁉􀁻􀀺􀁾􀁎􀁃􀁬􀁓􀁃􀁄􀀮 C:\; SAN .lOSE. CA;
􀁾􀁅􀁁􀁉􀁔􀁌􀁅􀀬 WA; TAf'o-IPA. fL; TOLEDO, OH; WAYNE, N.I: WASHINGTON, DC.
o DATE SUBMITTED: January 14,2002 FOR COUNCIL MEETING: January 22, 2002 Council Agenda Item: SUMMARY: This item is for the approval of an Engineering Services Contract for the design
of Arapaho Road, Phase III, from Surveyor Blvd. to Addison Road. FINANCIAL IMPACT: Budgeted Amount: $4.005 Million Cost: $813,785 (Engineering & Inspection) Source ofFunds: Funds are
available from the FY 2000 General Obligation Bond Program. BACKGROUND: The third phase of the proposed Arapaho Road extension project extends from Surveyor Blvd. to Addison Road. Construction
of this section of Arapaho Road will complete an east-west minor arterial roadway that is necessary to relieve traffic congestion on Belt Line Road. It is anticipated that the new street
will initially absorb approximately 11,000 vehicles per day, with a maximum future count of25,000 vehicles per day. 􀁾 C{gj-ke1veJ}) The firm of HNTB Corporationf\submitted a 􀁰􀁲􀁯􀁰􀁯􀁳􀁾􀁾
in the amount not to exceed $813,785 for design and inspection services related to the construction ofPhase III. The proposed scope ofwork that this firm will provide is as follows:
a. Final Design ofPaving, Drainage & Utilities b. Streetscape & Irrigation Design c. Bidding & Contract Award d. Full-Time Bridge Inspection & Supplemental Roadway Inspection HNTB Corporation
is currently under contract with the Town to prepare parcel descriptions and associated maps as part of the ongoing Right-of-Way/Easement acquisition process. However, the proposed design
of a bridge over Midway Road shall be performed by separate contract. Staff has initiated the review of Statements of Qualifications from several Architectural/Engineering :firms related
to design of the bridge. The proposed Phase III roadway design contract includes a provision for HNTB Corporation to coordinate the design of the street with the firm that will design
the bridge.
RECOMMENDATION: It is recommended that Council authorize the City Manager to enter into a contract with HNTB Corporation, in the amount not to exceed $813,785.00, for engineering and
inspection services associated with the design of Arapaho Road, Phase III, from Surveyor Blvd. to Addison Road.
􀁾ARCHITECTS ENGINEERS PLANNERS January 10,2002 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Z. Chutchian, P.E. ARAPAHO ROAD PHASE III
-SCOPE AND FEE Dear Steve: HNTB COJlljJ({}/ies 5910 IV.PIt{110 Parku}({J' Suite 20U PIaI/o, Texas 75093 (972) 661-5626 hlX (972) 66/-56/1 ll){l!w.bllfb.crJI11 Attached please find one
original and one copy of the revised scope and fee for the referenced project. The updated document represents several items that have been added to the fee estimate. These items include
the following: • Design of parking lots under the bridge on both the east and west sides of Midway Road • Full-time bridge construction observation (estimated construction time: 12 months)
• Half-time roadway construction observation (estimated construction time: 15 months) We trust this revised scope and fee meets with your approval. If so, please sign the original and
return to us. We are excited about working with you and your staff on this new phase of the project. Very truly yours, HNTB CORPORATION 􀁾􀁲􀁾􀁾 e . Holder, P.V Director of Capital Projects
JDHldsl Enclosure 25768 The IiA'TB ComjJanies OITI<:l':S: 􀀮􀁜􀁬􀀮􀁉􀂷􀁓􀀺􀁜􀀺􀀧􀁜􀁬􀀾􀁬􀁾􀁉􀀮􀁜􀀮 \A :\;-'::'\c\]JOLlS. '\11): .-\TI.:\YL\. (;.0\; AI'."iTli\', 'l'X; BATO\.' H()\:CoE,
L\; BOSTON, J\Jr\: C/IAHI.ESTON. SC: C]-!:\RLEST00;. \'i'\"; CI-lIC:\CO. II.: C1r\TI.:\\D, Oil: U JI.l '\[HI"S. (HI: lJ.\I.L\S, T\:: [)E:--:\l:I1. co: ])[·THOIT. ,'Ill; (].I\lNS. \\:tv;
FT, \\'Ol{Tl-l, TX; I !:\I{TFOIW. CT: I JlCKSVIJ.LF. :-':Y: HOUSTO:'\. TX: 1.'\[ JI,\\.'APOUS. IN" J\:\NSAS CITY. .\10; !\:'\O\:\'ILI.l:. T'\: L\:,\srVj. 'Ill: LOS .\'\CU.FS. C:\: LO\'IS\'ILLL
I"Y; ....!:\J)ISON. \'iT \11;\",-,1. r'L; ,\lIl.\'i.':\lIKEE, \'';''[; ,\II;'\.NE:\POl.lS, \IN, ;\;;\Sl[\"[LLE. TI\:: NI-:\'i.' Y01l1\, NY: O:\l\L\1'\D. C:\ 0[\.-\:'\(;1' Ull'.\:TY.
C-\: OHL\:"I>O,]-'I.: O\'I]{L;\ND 􀁛􀁊􀀺􀁜􀁒􀀱􀁾􀀬 􀁉􀁾􀁓􀀺 1'1-1IL:\DELl'lll:\, l'A; PORTL:\:'\l). :\11:: PORTL:\NJ). 􀁏􀁬􀁾􀀻 RAI.E1CiH, i\'C: ST. 1.01:/.". ,\10: S..\I.T L.-\l\F CITY.
l:T: :-i;\\: ANT01'IO, 'IX s \:'\ 􀁮􀁬􀀺􀁬􀁻􀀺􀀧􀁜􀁟􀁜􀁉􀁻􀁉􀀩􀁛􀁾􀁏􀀮c ..\: S:\\' m.\'\USCO, C:\: S.-\:'\ JOSE, C:\: SI-:XITLE. \\::\: T..\,\IPA. Fl.: TOl.EDO, OJ-[; \\';\1'1\1:. N]:
\VASI-IINGTON. DC.
􀁾 Job No. LETTER OF 25768 The H NTH Companies TRANSMITTAL Date 5910 Wesl Plano Parkway, Suile 200 -Plano. Texas 75093 (972) 661-5626 December 10, 2001 I· ···· ··..·········· . To: Steve
Chutchian, PE Town of Addison 􀁾􀀱􀀶􀀸􀀰􀀱 Westgrove Drive P.O. Box 9010 Addison, TX 75001-9010 ..__...._... .. ...._--_......_...._._..__.__..._..... ..._."'.._._--_._...... WE ARE
FORWARDING TO YOU: · ....··1!I .,J Re: Arapaho Road Phase IT & ITI NO. OF COPIES 1 SHEET NO. LAST DATED DESCRIPTION Certificates of Insurance THESE ARE TRANSMITTED: D For approval PLEASE
NOTE: 􀁾 For your use D As requested D For review & comment COPY TO: File
MXJRDTM CERTIFICATE OF LIABILITY INSURANCE DATE􀁾􀁍􀁍􀀯􀁄􀁄􀁉􀁙􀁙􀀩 1213/0 PRODUCER THIS CERTlFlCAn:: IS ISSUED AS A MAl It:K C 'INFu",""" lIun Lockton Companies ONLY AND CONFERS NO
RIGHTS UPON THE CERTIFICATE 444 W. 47th Street, Suite 900 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 􀁁􀁉􀁔􀁉􀀽􀁾 TJ.II= -_._..... _-,DV 􀁔􀁕􀁏􀀺􀀺􀀺􀁄􀁮􀁬􀁬􀀢􀀧􀁉􀁏􀀺􀀺􀀺􀁾􀁒􀁆􀁬􀁮􀁷
Kansas City, MO 64112-1906 INSURERS AFFORDING COVERAGE INSURED INSURER A: IN N N 'AT f'AQTTATTV rn HNTB Corporation INSURERB: 'II III n ....., 'I-H N 5910 W. Plano Parkway, Suite 200
INSURERC: Dallas, TX 75093 INSURER D: I INSURER E: COVERAGES THE POLICIES OF THE INSURANCE LISTED BELOW HAVE BEEN IS SUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER10D INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BYTHE
POLICIES DESCRIBED HERIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGR EGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 􀁤􀁾􀁾􀁓 TYPE OF INSURANCE
POLICY NUMBER 􀁐􀁾􀁁􀀧􀀽􀁩􀀭􀁾􀁙 EFFECTIVE 􀁐􀁾􀁾􀁾􀀢􀁙 EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURENCE $ XXXXXXXX f--COMMERCiAL GENERAL LIABILITY NOT APPLICABLE FIRE DAMAGE (Any
ono fire) $ XXXXXXXX f---t=J CLAIMS MADE DOCCUR MED EXP (Any ono porion) $ XXXXXXXX PERSONAL & ADV INJURY $ XXXXXXXX '""-GENERAL AGGREGATE $ XXXXXXXX f--GEN'L AGGREGATE LIMIT APPLIES
PER: PRODUCTS -COMPIOP AGG $ XXXXXXXX h n PRO-n POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE L1I\1fT f--NOT APPLICABLE (Ea accidanl) ANY AUTO $ XXXXXXXX f--ALL OWNED AUTOS BODILY
INJURY f--(PEl' pEI'som) SCHEDULED AUTOS $ f--XXX XXX HIRED AUTOS BODILY INJURY f--(PEl' accidanl) NON.QWNED AUTOS $ XXXXXXXX f--PROPERTY f--DAMAGE (PEl' accidanl) $ XXXXXXXX RGARAGE
LIABILITY AUTO ONLY -EA ACCIDENT $ ANYAUTO NOT APPLICABLE OTHER EAACC $ XXXXXXXX THAN AUTO ONLY: AGG $ XXXXXXXX :=JESS LIABILITY EACH OCCURENCE $ XXXXXXXX OCCUR D CLAIMS MADE NOT APPLICABLE
AGGREGATE $ XXXXXXXX RDEDUCTIBLE D Jn1b'8IliJ $ XXXXXXXX Fcrm $ XXXXXXXX RETENTION $ 1$ XXXXXXXX WORKERS COMPENSATION AND NOT APPLICABLE 􀁬􀁾􀁲􀁦􀁬􀀾􀁾􀁔􀁁􀁔􀁕􀀭 I 12JHEMPLOYER'S LIABILITY
E.L EACH ACCIDENT $ XXXXXXXX E.L DISEASE -EA EMPLOYEE $ XXXXXXXX E.L DISEASE _POLICY LIMIT $ XXXXXXXX A OTHER PROFESSIONAL PLN 008213985 1/1/02 1/1/03 $1,000,000 per claim & the annual
LIABILITY aggregate for all projects DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS HNTB Job 25768; Arapaho Road Extension -Phase 11/111
CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LEITER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Town of Addison BEFORE THE EXPIRATION DATE THEREOF, THE
ISSUING INSURER 􀁗􀁉􀁌􀁌􀁾􀁍􀁁􀁉􀁌 30 DAYS WRITTEN NOTICE TO THE Public Works Department CERTIFICATE HOLDER NAMED TO THE LEFT,􀁾 P.O. Box 144 Addison, TX 75001 ES. AUTHORIZED REPRESENTATIVE
/P-􀁾􀁾􀀺􀀺􀀽􀀺􀀺􀀺􀀺􀀺􀀮 I ACORD 25-5 (7197) oACORD CORPORATION 1988
IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu
of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does
not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the
policies listed thereon. ACORD 25-S (7/97)
J ACDBD.. CERTIFICATE OF LIABILITY INSURANCE DATE (MMlDDI:YY) 12/3/01 PRODUCER THiS IS ISSUED AS 􀁁􀁭􀁾􀁬􀁬􀁣􀁲􀀨􀀱􀁊 Liberty Mutual Insurance Company ONLY AND CONFERS NO RIGHTS UPON
THE CERllFICATE Southcreek Corporate Center 2 HOLDER. THIS CERllFICATE DOES NOT AMEND, EXTEND OR 13160 Foster, Suite 100 􀁁􀀧􀀭􀁔􀁉􀀽􀁾 THF .RV TJ.lJ: pnl 1t'IJ:lil AJ:I n\AI Overland
Park, KS 66213 INSURERS AFFORDING COVERAGE INSURED INSURER A: . Libertv Mutual Insurance Company HNTB Corporation INSURERB: 5910 W. Plano Parkway, Suite 200 INSURERC: Dallas, TX 75093
INSURERD: t INSURERE: COVERAGES THE POLICIES OF THE INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,
TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECTTOWHICH THIS CERTIRCATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BYTHE POLICIES DESCRIBED HERIN IS SUBJECT
TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIESAGGREGATE L1MrrS SHOWN MAY H4.VE BEEN REDUCED BY PAID CLAIMS. 􀁩􀁬􀁾􀁓 lYPE OF INSURANCE POLICY NUMBER 􀁐􀁾􀁁􀀥􀁙 EFFECTIVE
􀁐􀁧􀁾􀀮􀁦􀁉􀀧􀁙 EXPIRATION LIMITS 􀁾􀁎􀁅􀁒􀁁􀁌 UABIUTY EACH OCCURENCE $ 1,000,000 􀁾 COMMERCIAl. GENERAl UABIUTY TB2-141-433035-211 12/1/01 12/1/02 FIRE DAMAGE CAny OM lin' $ 1,000,000
ICI.AIIIS MAIlE G OCCUR MED EXP CAnyon. penon' $ 5,000 PERSONAL & ADV INJURY $ 1000,000 ,....-GENERAL AGGREGATE $ 2,000,000 r--GEN'LAGGREGATEUMIT APPUES PER: PRODUCTS. COMPIOP AGG $
I,UUU,Uuu 11POUCY fl􀁾􀀺􀁣􀀿􀀭􀁲 n LOC AUTOMOBILE LIABILITY COMBINED SINGLE UMIT 􀁾 tr-AS2-141-433035-201 12/1/01 12/1/02 (Ea a::cidart) 1,000,000 AJlVAUTO $ -ALL OWNED AUTOS BODILY
INJlRY -(Per persom) -SCHEDULED AUTOS $ HIREDAUTOS BODILY INJlRY -(Per accidart) NON-OWNED AUTOS $ -PROPERTY -DAMAGE (Per accidart) $ 􀁾􀁒􀁁􀀺􀀺􀀺􀁉􀁌􀁲􀁔􀁙 AUTO ONLY· EA ACCIDENT $
OTHER EAACC $ THAN AUTO ONLY: AGG $ :5ESS LIABILITY EACH OCCURENCE $ OCCUR DCLAIMS MADE AGGREGATE $ 􀁾 DEDUCTIBLE D Umbrella $ Form $ RElENTION $ 1$ WORKERS COMPENSATION AND I 􀁬􀁾􀁲􀁦􀁒􀁾􀁔􀁁􀁔􀁕􀀮
I 􀁉􀁾􀁊􀁈􀀮 􀁾 EMPLOYER'S LIABILITY WC2-141-037577-012 1/1/02 1/1/03 E.L EACH ACCIDENT $ 500000 E.L DiSEASE· EA EMPLOYEE $ 500,000 E.L DISEASE· POUCY UMIT $ bUU,UUU OTHER DESCRIPTION
OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS HNTB Job 25768; Arapaho Road Extension -Phase II/III Additional Insured: Town of Addison as respects
general liability and automobile liability. CERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED Town of Addison
BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITIEN NOTICE TO THE Public Works Department CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE
TO DO P.O. Box 144 SO SHALL IMPOSE NOOBLIGATION OR LIABILITY OF ANY KIND Addison, TX 75001 UPON THE INSURER Irs AGENTS OR REPRESENTATIVES. 􀁁􀁧􀀮􀀮􀀶􀁾􀁾􀀮􀁊􀀺􀁾􀁅􀁓􀁅􀁾􀀮 􀁾 I ACORD
25-5 (7/97) oACORD CORPORATION 1988
IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu
of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does
not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the
policies listed thereon. AI.IUKU 􀀧􀀺􀁬􀀩􀁾 (f/'df)
EVALUATION ASSOCIATES RIGHT OF WAY LAND RIGHTS ACQUISITION APPRAISAL SOLUTIONS September 10, 2001 Mr. Steve Chutchian, P.E. Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re:
Arapaho Road -Phase Ill-Appraisal Scope of Services Agreement Dear Mr. Chutchian: As a follow-up to our several meetings and communications related to the referenced project, and your
request that a written scope ofservices be provided for the remaining work to be done, this letter serves as the Evaluation Associates statement ofinterest, and a professional services
proposal and agreement. Propose Work Product Wenormally deliver triplicate appraisal reports for each property appraised. The distribution is assumed to be one to the property owner,
one to the acquisition agent, and one in the Client files. The report will be an easy to understand narrative evaluation of the subject parent tract, current zoning regulations, existing
improvements (if any, which there are, in some of these properties), derivation of whole property value conclusion (including the building structures, in some cases), right ofway acquisition
and its impact on the existing and/or proposed use. The report will be designed to comply with current Texas Property Code 21.0111 requiring disclosure ofappraisal reports used for acquisition
purposes by a public agency. The work product that you have recently received from our firm has not included the valuation of improvements which may be affected by the proposed road
construction. The work required for this project is much greater than the reports you have seen, thus far. Professional StafT to be Assigned In addition to myself, other professional
personnel that may be assigned to this project may include, John R. Tannehill, MAl, James V. Getto, MAl, or Richard N. Baker, MAl. Comparable projects of great similarity and reporting
style have been recently prepared for the several of the agencies mentioned in the confidential client list, which is on file in your office. Ability, Competency and Qualification The
Company Overview Statement on file with your office is intended to clarify our overall competency and responsiveness. Additional information can be verified by way ofpersonal contact
with any ofour recent and current clients, for whom the past five years history is contained in this package. 11615 Forest Central Drive' Suite 205 • Dallas, Texas 75243-3917' (214)
553-1414 • Fax (214) 553-1615
Preliminary Observations Mr. Steve Chutchian, P.E. September 10, 2001 Page 2 Professional Fee and Add itional Services Pcl Property Appraisal Fee . $ 3,000 3,000 5 Heritage Inn 6 Motel6
7 15101 Midway Partners/Charter 8 Crouch 9 Intervest 10 4125 Centurion Way LP 11 Boullough/Lykos 12 Public Storage 13 Public Storage Hotel structure not affected (but the Highest and
Best Use ofthe excess land to be acquired may need to be demonstrated) Recreational area at rear ofhotel affected Hotel structure not affected Office/showroom -Change in Highest and
Best Use likely, possible proximity affect Office/Tech (minimal warehouse) -Change in Highest and Best Use likely, possible proximity affect Office /warehouse -loss in outside storage
or parking Office -possibly no affect Office/warehouse -possibly no affect Public storage compartments (Mini-warehouses)(Reduction in the number of rentable units may impact the marketability
ofthe remainder beyond the net rental loss) (TfPc1 Nos 12 & Bare the same owner, these parcels can be combined. However, if not the same owner, the scope and fee would be subject to
revision. See following Note 1) 6,500 6,500 3,500 2,500 2,500 7,500 NOTE 1: This can only be verified with the combinedjunctions ofinterview with owners, title examination and title
commitment through a title insurance company,and the possible support of legal opinion from the City Attorney. Professional third-party consulting fees (see following Note 2) $ 4,000 NOTE 2: Professional third-party consultingfees
related to: 1) modification of buildings to maintain both the legal and usual and customary setbacks, 2) modification ofrecreational areas atrear ofMotel 6,. and 3) determination ofthe
Public Storage facility remainder site plan. Total $39,000 For the scope of services required for the entire project, including up to nine (9) parcels from the nine properties, the aggregate
fee will be $39,000. Because we have performed some preliminary services related to this project, the remaining anticipated delivery schedule is expected to be 60 days. Additional services
may be requested at the discretion of the Client. Most professional valuation analysis, conferences and meetings, and expert witness services fall into the $125 per hour range. Contract
Agreement Ifthis letter satisfactorily states and outlines the services desired by the Town ofAddison for this project, and is ofadequate formality to use it as a contract, you may authorize
our employment by signing one of the copies and returning a copy to us.
Mr. Steve Chutchian, P.E. September 10, 2001 Page 3 We are looking forward to the opportunity to serve the Town of Addison in this project. Ifwe can provide any additional information,
please call us. . Respectfully submitted, .. a es W. Cullar, Jr. aluation Associates jimcullar@airmail.net . Ron Whitehead .City Manager Town ofAddison Steve Chutchian, P.E. Town of
Addison
EVALUATION ASSOCIATES RIGHT OF WAY LAND RIGHTS ACQUISITION APPRAISAL SOLUTIONS September 10, 2001 Mr. Steve Chutchian, P.E. Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re:
Arapaho Road -Phase IIT-Appraisal Scope of Services Agreement Dear Mr. Chutchian: As a follow-up to our several meetings and communications related to the referenced project, and your
request that a written scope ofservices be provided for the remaining work to be done, this letter serves as the Evaluation Associates statement ofinterest, and a professional services
proposal and agreement. Propose Work Product We normally deliver triplicate appraisal reports for each property appraised. The distribution is assumed to be one to the property owner,
one to the acquisition agent, and one in the Client files. The report will be an easy to understand narrative evaluation of the subject parent tract, current zoning regulations, existing
improvements (if any, which there are, in some of these properties), derivation of whole property value conclusion (including the building structures, in some cases), right ofway acquisition
and its impact on the existing and/or proposed use. The report will be designed to comply with current Texas Property Code 21.0111 requiring disclosure ofappraisal reports used for acquisition
purposes by a public agency. The work product that you have recently received from our firm has not included the valuation of improvements which may be affected by the proposed road
construction. The work required for this project is much greater than the reports you have seen, thus far. Professional Staff to be Assigned In addition to myself, other professional
personnel that may be assigned to this project may include, John R. Tannehill, MAl, James V. Getto, MAT, or Richard N. Baker, MAl. Comparable projects ofgreat similarity andreporting
style have been recently prepared for the several ofthe agencies mentioned in the confidential client list, which is on file in your office. Ability, Competency and Qualification The
Company Overview Statement on file with your office is intended to clarifY our overall competency and responsiveness. Additional information can be verified by way ofpersonal contact
with any ofour recent and current clients, for whom the past five years history is contained in this package. 11615 Forest Central Drive· Suite 205 • Dallas, Texas 75243-3917 • (214)
553-1414 • Fax (214) 553-1615
Preliminary Observations Mr. Steve Chutchian, P.E. September 10, 2001 Page 2 Professional Fee and Additional Services Pel Property Appraisal Fee 5 Heritage Inn 6 Motel6 7 15101 Midway
Partners/Charter 8 Crouch 9 Intervest 10 4125 Centurion Way LP 11 BoulloughlLykos 12 Public Storage 13 Public Storage Hotel structure not affected -(byt tAi };IigAist &ftt'1 Ihst Use
eft"e 􀁩􀁋􀀮􀁾􀁩􀁩 laRQtQ be a.'1lJired Hila,--neee te Be aeRiOAGtratea). Recreational area at rear ofhotel affected. Hotel structure not affected Office/showroom -Change in Highest
and Best Use likely, u,ossible proximity; 􀁡􀁦􀁦􀁾􀁣􀁴 Office/Tech (minimal warehouse) -Change in Highest and Best Use likely, Rossjble proximity affect. Office /warehouse -loss in outside
storage or parking Office -possibly no affect Office/warehouse -possibly no affect Public storage compartments (Mini-warehouses)(Reduction in the number of rentable units may impact
the marketability ofthe remainder beyond the net rental loss) (IfPel Nos 12 & Bare the same owner, these parcels can be combined. However, if not the same owner, the scope and fee would
be subject to revision. See following Note 1) 6,500 6,500 3,500 2,500 2,500 7,500 NOTE 1: This can only be verified with the combinedfunctions ofinterview with owners, title examination
and title commitment through a title insurance company, and the possible support of legalopinionfrom the City Attorney. Professional third-party consulting fees (see following Note 2)
$ 4,000 NOTE 2: Professional third-party consulting fees related to: 1) modification of buildings to maintain both the legal and usual and customary setbacks, 2) modification ofrecreational
areas at rear ofMotel 6, and 3) determination ofthe Public Storage facility remainder site plan.. Total $39,000 For the scope of services required for the entire project, including up
to nine (9) parcels from the nine properties, the aggregate fee will be $39,000. Because we have performed some preliminary services related to this project, the remaining anticipated
delivery schedule is 􀁥􀁸􀁰􀁥􀁣􀁴􀁾􀁤 to be 60 days; Additional services may be requested at the discretion of the Client. Most professional valuation analysis, conferences and meetings,
and expert witness services fall into the $125 per hour range. Contract Agreement Ifthis letter satisfactorily states and outlines the services desired by the Town ofAddison for this
project, and is of adequate formality to use it as a contract, you may authorize our employment by signing one ofthe copies and returning a copy to us.
Mr. Steve Chutchian, P.E. September 10, 2001 Page 3 We are looking forward to the opportunity to serve the Town of Addison in this project. Ifwe can provide any additional information,
please call us. Respectfully submitted, a es W. Cullar, Jr. aluation Associates ;imcullar@airmail.net Ron Whitehead City Manager Town ofAddison Steve Chutchian, P.E. Town of Addison
DATE SUBMITTED: September 28,2001 FOR COUNCIL MEETING: October 9,2001 Council Agenda Item: SUMMARY: Agreement with Evaluation Associates to perform property appraisals related to the
construction ofArapaho Road, Phase III improvements. FINANCIAL IMPACT: Budgeted Amount: Funds were budgeted, in the amount of$20.5 million, in the Year 2000 General Obligation Bond Program
for Arapaho Rd., Phases II & III, Project No. 83300 Cost: $39,000 BACKGROUND: The right-of-way acquisition process was recently initiated for the proposed construction ofArapaho Road,
Phase III, from Surveyor Blvd. to Addison Road. Preparation of appraisals for certain parcels ofland along the alignment ofthe project is a necessary component ofthe process. The firm
ofEvaluation Associates submitted a proposal, in the amount of $39,000, to perform the appraisals and prepare associated reports on nine individual properties. Evaluation Associates
was originally selected to perform property appraisals for the proposed widening ofAddison Road and Arapaho Road, Phase II, based on a selection process in which they submitted Statements
ofQualifications. In conjunction with the selection process, this firm was also selected to provide appraisals on parcels along Arapaho Road, Phase III. RECOMMENDATION: It is recommended
that Council authorize the City Manager to enter into an agreement with Evaluation Associates, in the amount of $39,000, for preparation of appraisals related to the construction ofArapaho
Road, Phase III, from Surveyor Blvd. to Addison Road.
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Civil Engineering • Planning • Surveying September 4, 200 I Steve Chutchian Town of Addison 5300 Belt Line Road DalIas, Texas 75240-7606 RE: Arapaho Road Extension-Revision of Parcel
3 ARS Proposal No. 160-01-098 Dear Mr. Chutchian; In response to a Request for Proposal, ARS Engineers, Inc. is pleased to present this proposal for Professional Services for the referenced
project. SCOPE Prepare a Revised Survey Plat and Description ofParcel 3 to include Railroad property down to the nonhern right of way of Belt Line Road. Delive.n: ARS Engineers, Inc.
will be able to deliver two (2) signed and sealed Plats and Descriptions on or before ten (l0) working day from notice to proceed. ARS Engineers proposes to perform the Work outlined
above for a lump sum of Three Thousand Three Hundred Seventy Five Dollars ($3,375.00). If you have any questions regarding this proposal, please feel free to call me at (214) 739-3152.
If this proposal is acceptable, please have an authorized representative ofyour firm sign below and return one original it to our office with Notice to Proceed. Sincerely, 􀁾􀁾 Hugh
W. Knight, LS Survey Manager AUTHORIZATION Accepted by:M f.􀁾 ,!\IfI( Pt!rt;.1 1;. Il'tur/J L.., Printed Name: 'IZ, 􀁾􀀢􀀧􀀮􀁒 9F r I Title:DI/2e-t70t2 OF lJf//!)ltc 􀁗􀁾 Date: q.j,I,
o/Consulting Engineers 5910 N. Central Expressway • Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 e-mail: mail@arsengrs.com • website: www.arsengrs.com
TOWN OF ADDISON To: DrAft/lirE-/C. WtIO FAX#: Cf72 --2 7?-6cJ63 Date: 1(zs-iJ /No. of pages (including cover):_2 _ PUBLIC WORKS Phone: 972/450-2-cff6 Fax: 972/450-2837 16801 Westgrove
P.O. Box 9010 Addison, TX 75001-9010
Sep 24 01 03:28p ETI ENVIRONMENTAL SERVICE 972-279-6063 Ell Environmental Services 4112 VIA BALLENA MESQUITE, TEXAS 75150 (972) 279-9751 Fax (972) 279-6063 September 24,2001 p.2 Town
of Addison Department of Public Works P. O. Box 9010 Addison, Texas 75001 Attention: Mr. Steve Chutchian, Assistant Engineer Re: Asbestos Inspection Services 15115 Surveyor Boulevard,
Addison, Texas 75001 Dear Sir: As requested, ETI is pleased to submit the following estimated costs for an asbestos inspection of an office bUilding scheduled for demolition located
at 15115 Surveyor Boulevard in Addison, Texas, and it is as follows: Inspection and preparation of inspection report Estimated laboratory cost of PLM sample analysis Total estimated
costs for inspection: $1,600 700 $2,300 Upon acceptance of this proposal, please sign and return a copy of this proposal and keep a copy for your records. Upon receipt of the accepted
proposal, the work will be scheduled to begin on November 5, 2001. Thank you for this opportunity to be of service to the Town of Addison, and please call if you have any questions or
need further information. Respectfully submitted, ETr ENVIRONMENTAL SERVICES Dianne K. Woo Asbestos Consultant TOWN OF ADDISON 􀁾 􀁾􀀾 r/zsfrl Signature Date
Sep 24 01 03:28p ETI ENVIRONMENTAL SERVICE 972-279-6063 p. 1 ETI ENVIRONMENTAL SERVICES 4112 VIA BALLENA MESQUITE, TEXAS 75150 SPECIAUZING IN ASBESTOS CONSULTING FAX AlTN: (hR... 􀁓􀁦􀁥􀁶􀁾
eh 􀁵􀀮􀀮􀁾 ,aN !hs+. &Cj,neer FROM: EDDIE TAW or DIANNE WOO DATE: C)-<9,e!-tJ! 􀁐􀁁􀁇􀁅􀁓􀁾 RE: /5/1S 􀀮􀀤􀀮􀁾􀁥􀁲􀁯􀁲 􀁾􀁴􀁶􀁤􀀮 PHONE: (972) 279-9751 FAX: (972) 279-6063 REMARKS:
􀁾􀀩 As you requested () FYI () Please comment () For your review COMMENTS: 􀁐􀀮􀀮􀁩􀀮􀀮􀁴􀀮􀁾 􀁾􀁾􀁡􀀻􀀻􀁦 􀁾 􀁾􀁤􀀭 􀁾 11 ;t!u 􀁪􀁾 􀁾 􀁾 k 􀁾􀁾 ;U 'P-.L--1 􀁾􀀨􀀩􀁶􀀩􀁤 􀁾 /)14if􀁾􀁬􀁬􀀡􀁌􀁾
HP LaserJet TOALASERJET 3200 9724502837 SEP-24-2001 10:58 Fax Call Report 3200se invent Job Date 81 9/24/2001 Time 10:57:37 Type Send Identification 99722796063 Duration 1: 06 Pages
2 Result OK TOWN OF ADDISON PUBLIC WORKS FAX #: '172 -2-7'1-GCJG.1> Da'e: 􀁦􀀦􀀭􀀾􀁾 I No. of pag.. (iDeludiDg eover):._2 _ From: 􀀮􀀵􀀮􀁦􀁥􀁾 01vT CI(;q ,"-' Phone: 􀀹􀀷􀀲􀀯􀀴􀀵􀁾 􀁺􀁤􀁐􀁊􀀧􀁾
Fax: 972/450-2837 16801 Weslgrove P.O. Box 9010 Addison, TX 75001-9010
DATE SUBMITTED: _ FOR COUNCIL MEETING: _ .:\. . Council Agenda Item: SUMMARY: Agreement with Evaluation Associates to perform property appraisals related to· the construction ofArapaho
Road, Phase III improvements. FINANCIAL IMPACT: Budgeted Amount: Cost:, Fundipg Source: 􀀤􀀭􀁗􀁾 milli6a-􀁴􀁊􀁾 􀁾􀁬􀀮􀁣􀀬 􀁄􀁜􀀭􀁴􀁾 W-g5f.J $39,000 􀁾 71ft5 p;;J,11?CT 􀀨􀁾 Fv"-'(?{;7.J
􀁾􀁳are a:llai1able in the Year 2000 General Obligation Bond Program, Project No. 83300 BACKGROUND: The right-of-way acquisition process was recently initiated for the proposed construction
ofArapaho Road, Phase III, from Surveyor Blvd. to Addison Road. Preparation of appraisals for certain parcels ofland along the alignment ofthe project is a necessary component ofthe
process. The firm ofEvaluation Associates submitted a proposal, in the amount of$39,000, to perform the appraisals and prepare associated reports on nine individual properties. This
firm has successfully performed similar appraisals for the Town ofAddison related to other construction projects, including the proposed Arapaho Road, Phase II improvements. RECOMMENDATION:
It is recommended that Council authorize the City Manager to enter into anagreement with Evaluation Associates, in the amount of$39,000, for preparation ofappraisals related to the construction
ofArapaho Road, Phase III, from Surveyor-Blvd. to Addison Road.
EVALUATION ASSOCIATES RIGHT OF WAY LAND RIGHTS ACQUISITION APPRAISAL SOLUTIONS September 10, 2001 Mr. Steve Chutchian, P.E. Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re:
Arapaho Road -Phas Dear Mr. Chutchian: Appraisal Scope ofServices Agreement As a follow-up to our several meetings and communications related to the referenced project, and your request
that a written scope ofservices be provided for the remaining work to be done, this letter serves as the Evaluation Associates statement ofinterest, and a professional services proposal
and agreement. Propose Work Product We normally deliver triplicate appraisal reports for each property appraised. The distribution is assumed to be one to the property owner, one to
the acquisition agent, and one in the Client files. The report will be an easy to understand narrative evaluation of the subject parent tract, current zoning regulations, existing improvements
(if any, which there are, in some of these properties), derivation of whole . property value conclusion (including the building structures, in some cases), right ofway acquisition and
its impact on the existing and/or proposed use. The report will be designed to comply with current Texas Property Code 21.0111 requiring disclosure ofappraisal reports used for acquisition
purposes by a public agency. The work product that you have recently received from our firm has not included the valuation of improvements which may be affected by the proposed road
construction. The work required for this project is much greater than the reports you have seen, thus far. Professional Staff to be Assigned In addition to myself, other professional
personnel that may be assigned to this project may include, John R. Tannehill, MAl, James V. Getto, MAl, or Richard N. Baker, MAI. Comparable projects ofgreat similarity and reporting
style have been recently prepared for the several of the agencies mentioned in the confidential client list, which is on file in your office. Ability, Competency and Qualification The
Company Overview Statement on file with your office is intended to clarify our overall competency and responsiveness. Additional information can be verified by way ofpersonal contact
with any ofour recent and current clients, for whom the past five years history is contained in this package. 11615 Forest Central Drive· Suite 205· Dallas, Texas 75243-3917· (214) 553-1414
• Fax (214) 553-1615
Mr. Steve Chutchian, P.E. , September 10,2001 Page 2 6,500 6,500 3,500 2,500 2,500 7,500 $ 3,000 3,000 Preliminary Observations Appraisal Fee Hotel structure not affected (but the Highest
and Best Use ofthe excess land to be acquired may need to be demonstrated) Recreational area at rear of hotel affected Hotel structure not affected Office/showroom -Change in Highest
and Best Use likely, possible proximity affect Officeffech (minimal warehouse) -Change in Highest and Best Use likely, possible proximity affect Office /warehouse -loss in outside storage
or parking Office -possibly no affect Office/warehouse -possibly no affect Public storage compartments (Mini-warehouses)(Reduction in the number of rentable units may impact the marketability
of the remainder beyond the net rental loss) (If Pel Nos 12 & Bare the same owner, these parcels can be combined. However, if not the same owner, the scope ......... and fee would be
subject to revision. See following Note 1) 5 Heritage Inn Professional Fee and Additional Services Pel Property 7 15101 Midway Partners/Charter 8 Crouch 6 Motel6 9 Intervest '; 10 4125
Centurion Way LP 11 Bo'ulloughlLykos 12 Public Storage 13 Public Storage NOTE 1: This can only be verified with the combinedfunctions ofinterview with owners, title examination and title
commitment through a title insurance company, and the possible support of legal opinionfrom the City Attorney. Professional third-party consulting fees (see following Note 2) $ 4,000
NOTE 2: Professional third-party consultingfees related to: 1) modification of buildings to maintain both the legal and usual and customary setbacks, 2) modification ofrecreational areas
at rear ofMotel 6, and 3) determinatioll ofthe Public Storage facility remainder site plan. Total $39,000 For the scope of services required for the entire project, including up to nine
(9) parcels from the nine properties, the aggregate fee will be $39,000. Because we have performed some preliminary services related to this project, the remaining anticipated delivery
schedule is expected to be 60 days. Additional services may be requested at the discretion of the Client. Most professional valuation analysis, conferences and meetings, and expert witness
services fall into the $125 per hour range. Contract Agreement Ifthis letter satisfactorily states and outlines the services desired by the Town ofAddison for this project, and is ofadequate
formality to use it as a contract, you may authorize our employment by signing one ofthe copies and returning a copy to us.
Mr. Steve Chutchian, P.E. September 10, 2001 Page 3 We are looking forward to the opportunity to serve the Town of Addison in this project. Ifwe can provide any additional information,
please call us. Respectfully submitted, a es W. Cullar, Jr. aluation Associates iimcullar@airmail.net Steve Chutchian, P.E. Town of Addison
EVALUATION ASSOCIATES RIGHT OF WAY LAND RIGHTS ACQUISITION APPRAISAL SOLUTIONS September 10, 2001 Mr. Steve Chutchian, P.E. Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 Re:
Arapaho Road -Phase II -Appraisal Scope of Services Agreement Dear Mr. Chutchian: As a follow-up to our several meetings and communications related to the referenced project, and your
request that a written scope ofservices be provided for the remaining work to be done, this letter serves as the Evaluation Associates statement ofinterest, and a professional services
proposal and agreement. Propose Work Product We normally deliver triplicate appraisal reports for each property appraised. The distribution is assumed to be one to the property owner,
one to the acquisition agent, and one in the Client files. The report will be an easy to understand narrative evaluation of the subject parent tract, current zoning regulations, existing
improvements (if any, which there are, in some of these properties), derivation of whole property value conclusion (including the building structures, in some cases), right ofway acquisition
and its impact on the existing and/or proposed use. The report will be designed to comply with current Texas Property Code 21.0111 requiring disclosure ofappraisal reports used for acquisition
purposes by a public agency. The work product that you have recently received from our firm has not included the valuation of improvements which may be affected by the proposed road
construction. The work required for this project is much greater than the reports you have seen, thus far. Professionai Staff to be Assigned In addition to myself, other professional
personnel that may be assigned to this project may include, John R. Tannehill, MAl, James V. Getto, MAl, or Richard N. Baker, MAl. Comparable projects ofgreat similarity and reporting
style have been recently prepared for the several of the agencies mentioned in the confidential client list, which is on file in your office. Ability, Competency and Qualification The
Company Overview Statement on file with your office is intended to clarify our overall competency and responsiveness. Additional information can be verified by way of personal contact
with any ofour recent and current clients, for whom the past five years history is contained in this package. 11615 Forest Central Drive· Suite 205 • Dallas, Texas 75243-3917· (214)
553-1414 • Fax (214) 553-1615
Preliminary Observations Mr. Steve Chutchian, P.E. September 10, 2001 Page 2 Professional Fee and Additional Services Pel Property Appraisal Fee $ 3,000 3,000 5 Heritage Inn 6 Motel6
7 15101 Midway Partners/Charter 8 Crouch 9 Intervest 10 4125 Centurion Way LP 11 BoulloughlLykos 12 Public Storage 13 Public Storage Hotel structure not affected (but the Highest and
Best Use ofthe excess land to be acquired may need to be demonstrated) Recreational area at rear of hotel affected Hotel structure not affected Office/showroom -Change in Highest and
Best Use likely, possible proximity affect Office/Tech (minimal warehouse) -Change in Highest and Best Use likely, possible proximity affect Office /warehouse -loss in outside storage
or parking Office -possibly no affect Office/warehouse -possibly no affect Public storage compartments (Mini-warehouses) (Reduction in the number ofrentable units may impact the marketability
of the remainder beyond the net rental loss) (IfPel Nos 12 & Bare the same owner, these parcels can be combined. However, if not the same owner, the scope and fee would be subject to
revision. See following Note 1) 6,500 6,500 3,500 2,500 2,500 7,500 NOTE J: This can only be verified with the combinedfunctions ofinterview with owners, title examination and title
commitment through a title insurance company, and the possible support of legal opinion from the City Attorney. Professional third-party consulting fees (see following Note 2) $ 4,000
NOTE 2: Professional third-party consultingfees related to: J) modification of buildings to maintain both the legal and usual and customary setbacks, 2) modification ofrecreational areas
at rear ofMotel 6, and 3) determination ofthe Public Storage facility remainder site plan. Total $39,000 For the scope of services required for the entire project, including up to nine
(9) parcels from the nine properties, the aggregate fee will be $39,000. Because we have performed some preliminary services related to this project, the remaining anticipated delivery
schedule is expected to be 60 days. Additional services may be requested at the discretion of the Client. Most professional valuation analysis, conferences and meetings, and expert witness
services fall into the $125 per hour range. Contract Agreement Ifthis letter satisfactorily states and outlines the services desired by the Town ofAddison for this project, and is of
adequate formality to use it as a contract, you may authorize our employment by signing one of the copies and returning a copy to us.
Mr. Steve Chutchian, P.E. September 10, 2001 Page 3 We are looking forward to the opportunity to serve the Town of Addison in this project. Ifwe can provide any additional information,
please call us. Respectfully submitted, Steve Chutchian, P.E. Town of Addison
EVALUATION ASSOCIATES RIGHT OF WAY LAND RIGHTS ACQUISITION APPRAISAL SOLUTIONS September 10, 2001 Mr. Steve Chutchian, P.E. Town ofAddison P.O. Box 9010 Addison, Texas 75001-9010 Re:
Arapaho Road -Phase II -Appraisal Scope ofServices Agreement Dear Mr. Chutchian: As a follow-up to our several meetings and communications related to the referenced project, and your
request that a written scope ofservices be provided for the remaining work to be done, this letter serves as the Evaluation Associates statement ofinterest, and a professional services
proposal and agreement. Propose Work Product Wenormally deliver triplicate appraisal reports for each property appraised. The distribution is assumed to be one to the property owner,
one to the acquisition agent, and one inthe Client files. The report will . be an easy to understand narrative evaluation ofthe subject parent tract, current zoning regulations, existing
improvements (if any, which there are, in some of these properties), derivation of whole . property value conclusion (including the building structures, in some cases), right ofway acquisition
and its impact on the existing and/or proposed use. The report will be designed to comply with current Texas Property Code 21.0111 requiring disclosure ofappraisal reports used for acquisition
purposes by a public agency. The work product that you have recently received from our firm has not included the valuation of improvements which may be affected by the proposed road
construction. The work required for this project is much greater than the reports you have seen, thus far. .Professional Staff to be Ass"igned In addition to myself, other professional
personnel that may be assigned to this project may include, John R. Tannehill, MAl, James V; Getto, MAl, or Richard N. Baker, MAI. Comparable projects of great similarity and reporting
style have been recently prepared for the several ofthe agencies mentioned in the confidential client list, which is onfile in your office. Ability, Competency and Qualification The Company Overview Statement on file with your office is intended to clarify our overall competency and responsiveness. Additional
information can be verified by way ofpersonal contact with any ofour recent and current clients, for whom the past five years history is contained in this package. 11615 Forest Central
Drive· Suite 205· Dallas, Texas 75243-3917· (214) 553-1414 • Fax (214) 553-1615
,-Mr. Steve Chutchian, P.E. September 10, 2001 Page 2 Professional Fee and Additional Services PcI Property Preliminary Observations Appraisal Fee 6,500 3,500 2,500 2,500 7,500 6,500
. $ 3,000 3,000 5 Heritage Inn Hotel structure not affected (but the Highest and Best Use ofthe excess land to be acquired may need to be demonstrated) Recreational area at rear of hotel
affected Hotel structure not affected Office/showroom -Change in Highest and Best Use likely, possible proximity affect OfficefTech (minimal warehouse) -Change in Highest and Best Use
likely, possible proximity affect Office /warehouse -loss in outside storage or parking Office -possibly no affect Office/warehouse -possibly no affect Public storage compartments (Mini-warehouses)(R
eduction in the number of rentable units may impact the marketability ofthe remainder beyond the net rental loss) (IfPcI Nos 12 & Bare the same owner, these parcels can be combined.
However, if not the same owner, the scope and fee would be subject to revision. See following Note 1) 6 Motel6 7 15101 Midway Partners/Charter 8 Crouch 9 Intervest 10.4125 Centurion
Way LP 11 Boullough/Lykos 12 Public Storage 13 Public Storage NOTE 1: This can only be verified with the combinedfunctions ofinterview with owners, title examination and title commitment
through a title insurance company, and the possible support of legal opinionfrom the City Attorney. Professional third-party consulting fees (see following Note 2) $ 4,000 NOTE 2: Professional
third-party consulting fees related to: 1) modification of buildings to maintain both the legal and usual and customary setbacks, 2) modification ofrecreational areas at rear ofMotel
6, and 3) determination ofthe Public Storage facility remainder site plan. Total $39,000 For the scope ofservices required for the entire project, including up to nine (9) parcels from
the nine· properties, the aggregate fee will be $39,000. Because we have performedsome preliminary services related to this project, the remaining anticipated delivery schedule is expected
to be 60 days. Additional services may be requested at the discretion of the Client. Most professional valuation analysis, conferences and meetings, and expert witness services fall
into the $125 per hour range. Contract Agreement Ifthis letter satisfactorily states and outlines the services desired by the Town ofAddison for this project, and is ofadequate formality
to use it as a contract, you may authorize our employment by signing one ofthe copies and returning a copy to us.
Mr. Steve Chutchian, P.E. September 10, 2001 Page 3 We are looking forward to the opportunity to serve the Town of Addison in this project. Ifwe can provide any additional information,
please call us. Respectfully submitted, a es W.Cullar, Jr. aluation Associates jimcullar@airmaii.net Steve Chutchian, P.E. Town of Addison
-:'" !::mEARCHITECTS ENGINEERS PLANNERS PROPOSAL for SERVICES PEDESTRIAN LINK I TRAIL PLANNING ARAPAHO ROAD -MARSH LANE to ADDISON ROAD Town of Addison Project Area and Project Scope
Understanding 􀁾􀀭􀀯􀀷􀀭􀀨􀀩􀀯 iOJ ComllU!rL'e Street Suite 700 Dallas, TeXtlS 75202 (214) 748..8400 F.4X (214) 748-8440 u'u·u:b"tb.com HNTB's understanding is that the project will
consist of developing a Conceptual Pedestrian Link I Trail Plan study adjacent to. the proposed Arapaho Road extension between Marsh Lane and Addison Road. HNTB will identify Town property
adjacent to and nearby the Arapaho Road Phase II and III Rights -of -Way for the purpose of developing conceptual schemes for pedestrian links tying into existing Arapaho Road at Addison
Road. In addition to the trail plan HNTB will develop conceptual schemes on potential improvement to Town property in the form of green space reserves, visual screening and buffering.
The final trail plan will be used as a base for the development of construction documents related related to the Arapaho Phase III project 1.0 Basic Services 1.1 HNTB will attend a kickoff
I programming meeting with the Town of Addison to discuss the project requirements, acquire information from the Town required to develop the trail plan and obtain Town property information
pertinent to the establishment of a trail network associated with the extension of Arapaho Road. It is . anticipated that an additional data-gathering trip will be required to confirm
parcel location and rights-of -way alignment. 1.2 HNTB will carry out site visits to areas along the Arapaho Road R.O.W for the purpose of taking digital photographs pertinent to the
roadway and trail design. These photographs will be used in the development of computer enhanced images depicting trail and roadway placement at key points along Arapaho Road. 2.0 Conceptual
Design Options 2.1 Based on initial programmatic meetings with the City, HNTB will proceed with trail and parcel development concepts to prepare a Conceptual Trail Plan. Plans I actions
are: • Conceptual plans will be drawn at a scale sufficient to explain design intent. The drawings to be produced will be one rendered site plail with up to two alternatives and enlarged
plans as required.toexplain design intent. . • Site photographs will be digitally enhanced to depict the proposed roadway orientation and trail options in the context of surrounding
development. These photos will also be used to indicate landscape development options on parcels of land currently owned by the Town. 2.2 HNTB will meet with the Town of Addison to present
the Conceptual Trail Plan options. Comments received from Town Staff will be incorporated into the Final Conceptual Design package. TlJe HNTB Companies OFFICES: .\LEX.-\:,\f)RI.\. \".-\.;
.\:\:":.\I'OUS. ,\11>; ATL\:'\T.\. G..),; Al":'Tl\'. Th: U:HO:\' 􀁈􀁏􀁕􀁾􀁅􀀮 L\.; BOSTO:'\..\1.\: CHAIUESTO:'\. SC: CHAHtE:'TO:\". \\Y: CHIC.\GO. II.: CUTEl.o\:\"f). OH: COU"\IIWS.
OH; D.\LL..\S. TI: DE:'\\'ER. co: DETROIT. ,\11; ELKI:'\'S. \\'\': F:\JRFIELO, :'\.1: F1'. \\"CRTH. TX: H.\RTFOHn. CT: HOl"STO:'\. D,;: IXO!.\:\'.WOLlS. I:\": IRYI:\E. CA; K.-\:\:':;.-\s
on', 􀁾􀁉􀁏􀀺 K:,\O:,\\'[LLE, T:\': L-\:"'SI:\G. \11: LOS .-\:\GEI.ES. c.-\: LOl'lSVILI.E. KY: 􀁾􀀱􀀬􀀭􀁜􀁄􀀱􀁓􀀰􀀺􀀧􀁜􀀬 \'\'1: .\11.-\\11. FL \lII.\X"AI'KEE. \\'1: \lI:'\:'\'E.-\POLlS.
􀁾􀁉􀀻􀀧􀁜􀀺 X.-\SH\"lllF:. TX; :\F.\'C YOHK, 􀁾􀁙􀀺 O.-\KI--\:'\'D. C,-\; ORL\:\J)O. H: O\'EHL-\:,\D PARI\., KS: PI.Y\IOI'TH .\IEE1T\G. P.-\; POR11..-\:'\D. 􀁾􀁦􀁆􀀮􀀺 POH11..\:":D.
OH: Rc\LE[(iH, 􀁾􀀧􀁃􀀺 ...;r. LOl'IS. 􀁾􀁉􀁏􀀺 S..\lT L·\KE Cln'. l:T; SAX 􀀮􀀭􀁜􀁾􀁔􀁏􀀺􀀧􀁜􀁉􀁏􀀮 lX S.-\:'" m:U:'\AHDI:":O. c.-\: :"'.-\:" FIt-\:":CISCO. c.-\: S.\:": JOSE. CA: SEATrLF..
WA: T\.\l1',-\. fl: TOI.EDO. OH: \,\'.-\";HI:'\CTO:\, D,C.
Page 2 3.0 Final Conceptual Design Package 3.1 Based on the approved Conceptual Design option, HNTB will prepare Final Design Documents sufficient in detail to describe the Pedestrian
Trail Plan, linkages to Town parcels and proposed green space options. The following drawings will be prepared: • A rendered aerial site plan of the Town parcel and trail linkage plan
• Digital enhanced photographs showing trail and roadway interface at key locations adjacent to proposed Arapaho Road • Parcel design options i.e.: visual buffer, screening and potential
trail staging areas 4.0 Compensation 4.1 HNTB will be reimbursed for the above Scope of Work and Basic Services on a Lump Sum basis in the amount of $14,000.00. 5.0 Schedule 5.1 It is
anticipated that the Scope of Work listed under the Basic Services will be performed in a one month period from the date of Notice to Proceed issued by the Town of Addison. . .. Additional
Services The following services are not included in the scope of Basic Services. HNTB shall provide these services if authorized in writing by the client on a Time and Expense in addition
to the compensation for Basic Services. Additional travel beyond that allocated in this proposal. Illustrative renderings beyond those described in the Basic Services. Zoning changes
or variances Construction documents and specifications
􀁾􀁁􀁒􀁃􀁈􀁉􀁔􀁅􀁃􀁔􀁓 ENGINEERS PLANNERS July 13, 2001 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001;,.9010 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION
-Phase III Professional Services Agreement Dear Mr. Chutchian: 14114 Dal/as Parkway. Suite 630 Dallas. Texas 752404381 (972) 661-5626 FAX (972) 661·5614 􀁵􀀧􀁕􀀧􀁵􀁾􀁢􀁮􀁴􀁢􀀮􀁃􀁄􀁭
Enclosed for your review are three copies of a Professional Services Agreement for preparation of construction plans and contract documents for the construction of Phase III of the Arapaho
Road Extension. Phase III construction will extend from. Surveyor Boulevard to Addison Road. The Agreement includes our proposed Scope and Fee for your review. 1,vC/';"1Je Per our discussions
since the last proposal, we have removed the followig items: right-of-way element (executed in a separate contract), pedestrian trail (currently under study), and the demolition plans
for structures along the corridor. The design of the structural and architectural elements of the bridge over Midway Road is also not included. frUo I""Cl.-/4(" 􀁃􀀭􀁲􀀴􀀸􀁩􀀾􀁉􀀮􀀭􀁴􀁁􀁾􀁁􀀯
'v( /tRcl'j.(E'lif/{. -....e;-After your review of the enclosed agreement, we will be pleased to meet with you to discuss the project to clarify any issues or questions you may have.
We appreciate the opportunity to work with you and your staff on this exciting project for the Town of Addison. Very truly yours, HNTB CORPORATION 􀁾•.􀁾 D. Holder, Jr., P.E. JDH/dmc
'. Enclosures 25768 The HNTB Companies OffICES: ALEXANDRI.-\, VA; ANNAPOLIS, twlD; 􀁁􀁔􀁌􀁁􀁾􀁔􀁁􀀬 GAi At:STIN. TXj BATON ROUGE. LA; BOSTON. MAj CHARLESTON, 􀁾􀁣􀀻 CHARLESTON, \,('V;
CHICAGO, It: CLEVELA:-\rJ. OH; COLUMllUS. OH; DALL-\S. n; DENVER, co; DETROIT, 􀁾􀀱􀀱􀀻 ELKINS. \"Vi FAIRFIELD, N); IT. \'!;'ORTH, TX; HARTFORD, Cfj HOUSTON, TX; INDIANAPOLIS, IN; IRVINE.
CA; K:\NSAS Cln'. MO: KNOXVILLE, TN: LAl'o"SING, MI; LOS ANGELES. CA; LOUISVILLE, KY; MADISON. WI; MIAMI, FLi MILWAUKEE, WI; MINNEAPOLIS, MN; NASHVILU. TN; NEW. YORK, 7\:"Y: OAKL\!\"D,
CA; ORL-\NDO, Fl, OVERL-\ND PARK, KS; PLYMOUfH MEETI!'iG, PA; 􀁐􀁏􀁒􀁔􀁌􀁾􀁾􀁄􀀬 ME: PORTL-\ND, OR; RALEIGH, NCi ST. LOUIS, MO; SALT L\KE Cln', UT; 􀁓􀁁􀁾 􀁁􀀻􀀧􀁜􀁬􀀢􀁏􀁾􀁉􀁏􀀮 TX;
:-lA:" BERNARDINO, CA; SAN fRANCISCO. CA; 􀁓􀁁􀁾 JOSE. CA; SEATILE, WA; TA;\IPA, fL; TOLEDO, OH; WASHINGTON, D.C.
􀁾ARCHITECTS ENGINEERS PLANNERS July 13, 2001 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 􀀷􀀵􀀰􀀰􀀱􀁾􀀹􀀰􀀱􀀰 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION
-Phase III Professional Services Agreement Dear Mr. Chutchian: 14114 Dallas Parkway, Suite 630 Dallas, Texas 752404381 (972) 661-5626 FAX (972) 661-5614 www.hntb.com Enclosed for your
review are three copies of a Professional Services Agreement for preparation of construction plans and contract documents for the construction of Phase III of the Arapaho Road Extension.
Phase III construction will extend from Surveyor Boulevard to Addison Road. The Agreement includes our proposed Scope and Fee for your review. Per our discussions since the last proposal,
we have removed the following items: right-of-way element (executed in a separate contract), pedestrian trail (currently under study), and the demolition plans for structures along the
corridor. The design of the structural and architectural elements of the bridge over Midway Road is also not included. Mter your review of the enclosed agreement, we will be pleased
to meet with you to discuss the project to clarify any issues or questions you may have. We appreciate the opportunity to work with you and your staff on this exciting project for the
Town of Addison. Very truly yours, HNTB CORPORATION 􀁾􀁾􀀮 JDH/dmc Enclosures 25768 The HNTB Companies OFFICES: ALEXANDRJI\, VA; ANNAPOLIS, 1",10: ATLANTA, GA; AUSTIN, TXi fMTON ROUGE,
LA; BOSTON, MA; CHARLESTON, 􀁾􀁃􀁪 CHARLESTON, \\IV; CHICAGO, IL; CLEVELAND, OJ-!: COLUMBUS, OH; DALLAS, DC; DENVER, co; DETROIT, MI; ELKINS, \XTV; FAIRFIELD, N.I; FT. WORTH, DC; HARTFORD,
CT; HOUSTON, TX; INDI,\NAPOLlS. IN; IRVINE, CA; KANSAS CIlY, i\IO; KNOXVILLE, TN; LANSING, Mlj LOS ANGELES, CA; LOUISVILLE, KY; MADISON, WI; MIAMI, FL; MILWAUKEE, WI; MINNEAPOLIS, MN;
NASHVILLE, TN; NEw. YORK, NY; Oi\KLi\ND, CA.; ORL"NDO, FL; OVERLAND PARK, KS; PLYMOUTH MEETING, PA; PORTLAND, ME; PORTLAND, OR; RALEIGH, NC; ST. LOUIS, MO; SALT I.AKE Cll'{, llT; SAN
Al\'TONIO, DC; SAN 13ERNARDINO, CA; SAN FRANCISCO, CA; SAN JOSE, CA; SEAlTLE, \\fA; TAMPA, FL TOLEDO, OH; WASHINGTON, D.C.
Public Works I Engineering 16801 Westgrove. P.O. Box 9010 Addison, Texas 75001-9010 Telephone: (972)450-2871 • Fax: (972) 450-2837 TO 􀀭􀀭􀀭􀀢􀀭􀁃􀀢􀀭􀀧􀁁􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀁾􀁟􀀮􀁍􀁟􀁅􀁟􀀯􀁙􀀭􀀭􀀭􀀮􀀬􀀮�
�􀀮􀁟􀀯􀁖􀀱􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀀮􀀮􀁏􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀁊􀁻􀀮􀀮􀀮􀀮􀀻􀀮􀁁􀀭􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀯􀁙 _ TOw# of AvlJJ:5d/V DATE r; -Ci/-() IJOBNa. . ATTENTION RE: , GENTLEMAN: WE ARE SENDING
YOU D Shop Drawings D Copy of letter DAttached D Prints D Change order D Under separate cover via the following items: o Plans D Samples D Specifications D _ D Resubmit copies for approval
D Submit copies for distribution D Return corrected prints COPIES DATE NO. DESCRIPTION \ !.-()f A £A14 !-IC (IV S(J f")I'U; .M [:: /vT J) L J;::l ., t (". u I ' , { , , ( I t &t: fl
/( 􀁯􀁾0'71( L THESE ARE TRANSMITTED as checked below: [] For approval D Approved as submitted D For your use D Approved as noted D As requested D Returned for corrections D For review
and comment D _ [] FOR BIDS DUE 19__ o PRINTS RETURNED AFTER LOAN TO US REMARKS _ COpy TO J Ei2 II.. I hOLf)fJ( SIGNED: 􀁾􀁾􀀲 If enclosures are not as noted, please notify us at once.
DATE r; -0 I -0 I I JOBNa. ATTENTION J 'Ei<. If... I 􀁉􀀭􀁦􀀨􀀩􀁌􀁊􀀯􀁾􀀱􀁃 RE: A (2.11 f.L) HO (( tJ. ® Public Works I Engineering 16801 Westgrove • P.O. Box 9010 Addison, Texas 75001·9010
Telephone: (972) 450-2871 • Fax: (972) 450-2837 􀀭􀀭􀀭􀀭􀀭􀀭􀀽􀀺􀀺􀀽􀀽􀀻􀀺􀀮􀁾 ADDisoN f TO aTERIe Y Ii 0 C J) b-K Hff [17 GENTLEMAN: WE ARE SENDING YOU [] Shop Drawings D Copy of letter
􀁾 Attached [] Prints D Change order D Under separate cover via the following items: o Plans D Samples D Specifications D _ COPIES DATE NO. DESCRIPTION 1 t -CJ , Af-AfA J-/f} £lJ t;
u,fj? l 'G ,!VI G/l/7A I A, GI && (Vf f A/T #7 "I L -0 ( 1\ I' I' , , I I I' rEf (fl%?! L D Resubmit copies for approval D Submit copies for distribution D Return corrected prints THESE
ARE TRANSMITTED as checked below: D For approval 􀁾Approved as submitted 􀁾􀁆􀁯􀁲 your use D Approved as noted D As requested D Returned for corrections D For review and comment D _
[J FOR BIDS DUE 19__ D PRINTS RETURNED AFTER LOAN TO US REMARKS _ COPY TO CA f2. /VI E-/V SIGNED: -M! 􀁾􀁔 If enclosures are not as noted, please notify us at once.
Sent by: ARS ENGINEERS 2147508823; 06/07/01 11 :58AM;#972; Page 1/1 June 7, 2001 Steve Chutchian Town of Addison 5300 Belt Line Road Dallas, Texas 75240-7606 Civil Engineering • Planning
• Surveying RE: Arapaho Road Extension-Whole Property Atquisition ARS Proposal No. 160-01-061 Dear Mr. Chutchian; In response to a RC(luest for Proposal. ARS Engineers, Inc. is pleased
to present this proposal for Professional Services for the referenced project. SCOPE Prepare a Survey Plat and Description of Lot 3, Block I Addison Car Care Addition to be acquired
by the Town ofAddison. Delivery ARS Engineers, Inc. will be able to deliver two (2) signed and sealed Plats and Descriptions on or before Friday June 15,2001. ARS Engineers proposes
to perfonn the Work outlined above for a lump sum of One Thousand Two Hundred Dollars ($1,200.00). If you have any questions regarding this proposal, please feel free to call me at (214)
739-3152. If this proposal is acceptable. please have an authorized representative ofyour fmn sign below and return one original it to our office with Notice to Proceed. Sincerely, 􀀯􀀯􀀯􀁾
Z.:ight, Survey Manager AUTHORIZATION Accepted by: b. t eM.: , J' Printed Name: STEvEIV 2· Clit/TCIII/Jrv Title: AsS/J{)1flrT C, -rt Etvtf(lVEEJ( Date: 􀁾􀀨􀀷􀀯􀀣/I ConsulTing £ngineen
5910 N Central Expressway' Suite 1000 • Dallas, Texas 75206 • Phone (214) 739-3152 • Fax (214) 750-8823 e-mail: mail@arsenl?rs.comwebsite:wf\.l1..arsenRr.\..com
HP LaserJet TOALASERJET 3200 9724502837 JUN-7-2001 15:13 Fax Call Report 3200se invent Job Date 241 6/7/2001 Time Type 15: 12:44 Send Identification 92147508823 Duration 0:43 Pages 2
Result OK 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭 _.-_.-TOWN OF ADDISON To: /1 r< _ 1-11/01{ !CMfollT Company: A/?S ElVtrtrl£1?5 FAXN: 214-79-3,;'Z3 Date, _G/7/t:J /No. of pages (including cover): 2. PUBLIC
WORKS From: SIEve Cf{f/TCII/A,-'V Phone: 972/450-.2J".l6 Fax: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010
􀁾􀁾"((;.... 􀁾 􀁉􀀭􀀮􀀮􀀮􀀺􀀽􀁾 V {2//J I i.t/I. \-f WJ4L .
AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer
to perform certain work and services set forth in Section 2, Scope of Services. /!') .. WHEREAS, the Engineer has expr,;paf&1W; said work and services, hereinafter referred to only as
"serviJ:q . , •.R"es, and ennmerated under Section 2 ofthis Agreement. 􀁾 T NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES The following Basic and Additional
Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design ofArapaho Road from Surveyor Boulevard
to Addison Road. I. Project Definition This project consists of the preparation of plans and specifications for bidding and construction of Arapaho Road Phase III from Surveyor Boulevard
to Addison Road (the Project). The project will be a 4-lane reinforced concrete roadway, roadway, with tum lanes at Surveyor Boulevard and Addison Road. A grade separated intersection
will be provided at Midway Road. The design of the bridge over Midway Road is not included in this scope of services. Services will include geotechnical investigation and recommendations;
final construction plans for the roadway, structure, storm drainage, water, wastewater, landscaping, irrigation, traffic signals, construction sequencing, and striping; bid document
originals; record drawings; and coordination with franchised utilities, the Town of Addison, and applicable agencies. II. Detailed Scope of Basic Services The project has been implemented
in several phases consistent with the availability of funds to complete final construction plans and specifications and to finance the construction. The Scope of Services for the schematic
are described in a separate scope of services and Agreement executed February 12, 1997 with official authorization to proceed dated March 9, 1998. The Basic Scope of Services for PS&E
from Marsh Lane to Surveyor Boulevard (phase II) are described in a separate scope and Agreement executed October 18, 2000. 1
A. Final Design -Paving, Drainage, and Utilities 1. Prepare final construction drawings. (Scale 1" = 20' Horizontal and 1" = 5' Vertical except as noted.) The plans will be designed
to meet ADA requirements. The following sheets shall be included: a. Cover Sheet b. General Notes c. Quantity Sheets d. Typical Sections e. Construction Phasing (Scale 1" = 40') f. Existing
Utilities g. Utility Relocation Plan h. ROWPlan 1. Paving Plan and Profile Sheets J. Paving Details k. Signing and Striping Plans (Scale 1" = 40') 1. Striping Details m. Erosion Control
Plans n. Grading Plan o. Driveway and Special Grading Sheets p. Drainage Area Map (Scale 1" = 100') q. Stormwater Plan and Profile Sheets r. Stormwater Details s. Erosion Control Plans
1. Roadway Cross Sections u. Street Lighting Plan 2
B. 2. Prepare Contract Documents 3. Prepare Estimate ofFinal Construction Cost 4. Submit three (3) sets of plans for review to the Town of Addison for 50% review, 95% review, and 100%
(final). 5. Incorporate Town's review comments into plans. Streetscape HNTB's understanding is that the project will consist of Right-ofWay improvements for Arapaho Road from Surveyor
Boulevard to Addison Road. The current R.O.W. will be widened in some areas allowing for additional landscaping. The proposed streetscape improvements shall respond to and complement
the existing landscape and hardscape elements currently used in the Arapaho Road R.O.W. from the North Dallas Tollway to Addison Road. Proposed streetscape improvements will utilize
the existing Town Landscape Ordinance and guidelines. Critical visibility concerns shall be incorporated into the overall roadway improvements. This proposal does not include Architectural
Improvements related to the proposed bridge spanning Midway Road. These improvements may be added at at a later date by the Town of Addison through a supplemental agreement.. Basic Services
1. Schematic Design a. HNTB will attend a kickoff /programming meeting with the Town of Addison to discuss the project requirements, and to acquire information from the Town required
to develop the Schematic Landscape Master Plan. b. Based on initial programmatic meetings with the Town, HNTB will proceed with site development concepts to develop a Schematic Landscape
Master Plan. Schematic design plans will be drawn at a scale sufficient to explain design intent. The drawings to be produced will be one rendered site plan and necessary cross sections
and enlarged plans as required to explain design intent. c. HNTB will meet with the Town to present the Schematic Landscape Master Plan and will receive comments from Town Staff for
incorporation into the design development package. 3
2. Design Development a. Based on the approved Schematic Design, HNTB will prepare a Design Development Package. This Package will include the following: • Materials Plan • Site Grading
Plan • Site walls/entry features • Hardscape/paving • Site lighting (location and fixture type only-circuiting by others) • Landscape Plan • Critical cross-sections This package will
include an appropriate level of detail to illustrate design character, intent, means, materials and construction methods sufficient to further refine Probable Construction Costs. b.
HNTB will prepare an Opinion of Probable Construction Costs based on Design Development Drawings. c. HNTB will meet with the Town to review the Design Development Package and will receive
comments from Town Staff for incorporation into the construction document package. 3. Construction Documentation a. Based on the approved Design Development package, HNTB will prepare
Contract Documents sufficient to describe the work necessary for construction. The following drawings will be prepared: • Layout and Materials Plan • Enlarged Intersection Layout & Materials
Plan, if required. • Grading Plan for the R.O.W. improvements • Enlarged Intersection Grading Plan, if required. • Planting Plan • Enlarged Intersection Planting Plan, if required. •
Irrigation Plan • Enlarged Intersection Irrigation Plan, if required. • Site Lighting (location & fixture type; circuiting by others) • Details and sections at appropriate scales necessary
to convey the sizes, appearances, finishes, and colors of all pavements, walls, site furnishings, and light fixtures. • Coordinate structural details and incorporate on plans to be approved
by structural. 4
b. HNTB will prepare Technical Specifications (CSI fonnat) describing all elements of the proposed work. c. HNTB will prepare a revised Opinion of Probable Construction . Costs based
on Design Development Drawings. d. HNTB will meet with the Town to review the Construction Document Package and will receive comments from Town Staff for finalizing the construction
document package. 4. Bidding and Negotiation a. HNTB will prepare a list of qualified potential subcontractors who can perfonn the work. b. HNTB will prepare addenda as may be required
during the bidding or negotiating process. c. HNTB will assist the Town in the evaluation and assessment ofbids or negotiated proposals. d. HNTB will propose and/or evaluate value engineering
and substitutions with respect to cost implications and effect on quality and/or scope ofthe work. 5. Construction Observation a. HNTB will attend a kickoff meeting with the Town of
Addison, the selected landscape /hardscape subcontractor and General Contractor to review the project requirements, schedule and responsibilities. b. HNTB will review and approve subcontractor
submittals regarding landscape and hardscape material specified for the streetscape project and keep logs for submittals. c. HNTB will review and prepare responses to questions, clarifications
and infonnation requests submitted by the subcontractor. Clarification and infonnation requests will be logged and copied to the Town. d. HNTB will review the subcontractor's work on
a weekly basis and prepare a report based on progress of the work and copy the Town. e. HNTB will prepare a punchlist of the completed work and coordinate with the Town. The punchlist
will identify items needing correction, deficiencies in the works and damage. 5
f. HNTB will review the completed punchlist items with the contractor and issue a notice of completion to the Town. g. HNTB will coordinate the preparation of as -builts with the landscape
/hardscape contractor, review for completeness and issue to the Town with all records of construction developed for the project. This will constitute the project close out ofthe construction
phase. Additional Services The following services are not included in the scope of Basic Services. HNTB shall provide these services if authorized in writing by the client on a Time
and Expense in addition to the compensation for Basic Service. • Illustrative renderings beyond those described In the Basic Services. • Zoning changes or variances • Irrigation design
and construction documents C. Bidding and Contract Award 1. Prepare Advertisement for Bidders. 2. Print 25 half-size sets ofplans and bid documents. 3. Attend pre-bid meeting. 4. Prepare
necessary addenda and respond to bidder's questions. 5. Prepare bid tabulation. 6. Recommend a bidder to the Town of Addison for the award of the construction contract. D. Construction
Administration 1. Provide three (3) full-size sets ofplans for Town and Contractor. 2. Attend pre-construction meeting. 3. Construction inspection (See Exhibit B -Additional Services
not included in proposal). 4. Respond to requests for information. 6
5. Review submittals, as required by the contract documents. 6. Prepare mylar record drawings and electronic files. 7. Attend final inspection. III. Detailed Scope of Additional Services
A. Surveying 1. Update property ownership. 2. Prepare parcel plats and descriptions for fifteen (15) temporary construction easements. 3. Stake centerline at 100 foot intervals with
PCs and PTs. 4. Locate bore holes horizontally and vertically. 5. Cross sections of Arapaho Road at Midway Road to include lane shots. 6. Project management and administration. 7. Three
(3) each plat and description signed with blue ink and electronic files. B. Geotechnical Investigation The geotechnical services will include a field investigation, laboratory testing
and engineering analysis in order to develop recommendations to guide design and construction of Arapaho Road. 1. Field Investigation We proposed to drill and sample 25 borings for this
project-The following table summarizes the proposed number of borings for the various structures. structures. Proposed Structure Total Number of Borin2s . Bridge 7 Retaining Walls and
Box Culvert 14 Pavement 4 The bridge borings will be advanced a depth of 20 feet into unweathered gray limestone. The bridge borings are therefore anticipated to extend to a total depth
of approximately 35 feet. The retaining wall box culvert borings will extend to a depth of 15 feet. 7
The pavement borings will extend to a depth of 10 feet or 5 feet into weathered limestone, whichever is encountered first. The borings will be continuously sampled to a depth of 6 feet,
and at 5-foot intervals thereafter and/or at each change in the stratum until boring termination. The soil samples will be obtained with thin-walled tube and/or split-spoon samplers,
depending upon the soil type and consistency. The bedrock in the bridge boringswill be continuously cored, Samples of the bedrock from the other borings will be obtained from the auger cuttings. Texas Cone Penetrometer (TCP) tests will be performed at 5-foot intervals
to evaluate the bearing properties of the bedrock. The drill crew foreman will record the depth that seepage water is encountered during drilling. Water level readings will also be obtained
from each boring at drilling completion. The boreholes will be backfilled with auger cuttings after the water level readings are obtained. It is understood that ARS Engineers (ARS),
the project project surveyor, will stake the centerline of the roadway alignment to assist us in locating our borings in the field. Terra-Mar will then stake the boring locations. The
boring locations will be marked in the field so that ARS can determine the boring coordinates and ground surface elevations following the field exploration program. It is assumed that
the client has the right-of-entry to the property and that the boring locations will be accessible to our conventional truck-mounted drilling equipment during normal working days. It
is also assumed that traffic control will not be required to complete the borings. The drilling operations will proceed in a manner that will reduce the potential of damage to underground
utilities, We request that we be provided with any information regarding any existing underground utilities that are present on-site prior to beginning the field work. We will coordinate
underground utility line clearance with the Texas Excavation Safety System, the Town of Addison, and Dallas Area Rapid Transit (DART). However, we will not be responsible for damage
to underground utility lines that are not properly identified by others prior to mobilization of drilling equipment to the site. 2. Laboratory Testing The project geotechnical engineer
will classify the samples recovered from the field investigation in the Terra-Mar laboratory. A laboratory 8
testing program will then be implemented to evaluate the pertinent engineering properties of the encountered deposits. Laboratory testing will include liquid and plastic limit, moisture
content, unconfined compression, and calibrated penetrometer tests. Lime series tests will be performed to determine the optimum lime content for subgrade stabilization . 3. Engineering
Analyses mid Report The results of the field investigation and laboratory testing programs will be evaluated to provide recommendations for design and construction of the roadway. The
results of this investigation will be presented in an engineering report, Three copies of the report will be submitted. The report will include the following: a. Logs ofborings in TxDOT
"WinCore2" format, laboratory test results, borehole water level observations, and a plan ofborings. b. Recommendations for design of drilled shaft bridge foundations, including allowable
bearing resistance, estimated depth of bearing stratum, and estimated foundation settlement. settlement. c. Recommendations for design of MSE retaining wall foundations that will include
allowable bearing pressures, sliding resistance, global stability, and estimated settlement. d. Recommendations for design of the box culvert, including equivalent fluid pressures and
allowable bearing pressures. e. Recommendations for retaining wall and box culvert backfill soil types, backfill placement, and compaction. f. Evaluation of the impact of the box culvert
on the performance of the proposed pavement section, including recommendations for reducing the amount of differential movement between sections of the roadway supported over the box
culvert and box culvert backfill, and sections supported on the existing subgrade soils. g. Recommendations for pavement subgrade preparation. h. Recommendations for Portland cement
concrete pavement sections. It is assumed that others will provide the anticipated traffic loading for use in our analysis. 1. Discussion of potential construction problems, such as
hard rock excavation, groundwater, and subgrade instability. C. Traffic Study a. Signal Design Layout 9
1. Prepare preliminary traffic signal design plans and specifications for intersection of Arapaho Road at Addison Road to include railroad preemption. Plans and specifications will be
prepared using Town ofAddison standards. 2. Review plans and specifications with Town of Addison and revise as necessary. Prepare final plans, specifications, construction estimates
and contract documents for installation oftraffic signals. b. Traffic Signal Data Collection 1. Collect AM peak: period (7:00 -9:00 AM) and PM peak: period (4:30 PM -6:30 PM) turning
movement counts in 15 minutes intervals, including pedestrian counts, for two representative intersections. These intersections will provide a general understanding of the volume of
traffic and traffic characteristics of the area. 2. Compile the existing traffic turning movement counts for the AM and PM peak: hour time periods and determine the existing AM and PM
peak: hours, peak: hour factors and percent trucks for each intersection. Balance the traffic turning movement counts for Phase II and Phase III for the AM and PM peak: hours. Prepare
base maps for Phase II and Phase III illustrating the existing peak hour turning movement counts, intersection geometrics, speed limits, distances between intersections, percent trucks,
PHF, and existing traffic signal phasing. Compile the existing traffic signal timing plans to determine the existing traffic signal phasing, cycle length, minimum and maximum green times,
yellow times, all-red times, walk times and flashing don't walk times. c. Initial Traffic Analysis -West Segment 1. Analyze the three signalized intersections in West Segment, utilizing
an interactive process to provide coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. More specifically, the following process will
be utilized for both the AM and PM peak: hours: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all . movements operate at
LOS D or better. • NOSTOP -With the green splits designed in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000
-Rerun, if necessary, if the cycle length is different through NOSTOP than originally assumed. • TRANSYT-7F -Holding the cycle length and green splits constant, run this program to optimize
offsets to provide 10
progression for the highest volume movements (minimize system delay). Summarize the results with MOE tables and phasing/timing diagrams and illustrate the train preemption phasing. 2.
Jack Hatchell & Associates will work with HNTB in a management role consisting of technical assistance and plan review for traffic signal timing plan for Arapaho Road from Marsh Lane
to Surveyor Boulevard and Marsh Lane from Beltline Road to Arapaho Road. d. Initial Traffic Analysis -East Segment 1. Analyze the six signalized intersections in Phase III East Segment,
utilizing an interactive process to provide coordinated traffic signal timings without sacrificing level of service for the minor traffic movements. The goal will be to provide traffic
signal progression along the three signalized intersections along Addison Road and the four signalized intersections along Arapaho Road. The following process for both the AM and PM
peak hours: • SIGNAL2000-Design optimum cycle length, phasing and green times for each isolated intersection such that all movements operate at LOS D or better. • NOSTOP -With the green
splits designed in SIGNAL2000, use this program to determine the optimum cycle length to provide maximum progression on the corridor. • SIGNAL2000 -Rerun, if necessary, if the cycle
length is different through NOSTOP than originally assumed. • PASSERII -Holding the cycle length and green splits constant, run this program to optimize the offsets for through movement
progression on Addison Road and Arapaho Road. Two runs will be completed consisting of one run for Addison Road and one run for Arapaho Road. • TRANSYT-7F -This program will be used
to combine the two PASSERII runs and fine-tune the offsets for higher volume turning movements (minimize system delay). Summarize the results with MOE tables and phasing/timing diagrams.
Illustrate the train preemption phasing. 2. Jack Hatchell & Associates will work with HNTB in a management role consisting of technical assistance and plan review for traffic signal
timing plan for Addison Road from Beltline Road to Lindberg and for Arapaho Road from Addison Road to Spectrum. Assist HNTB with coordination with railroad and traffic signal design
for railroad preemption. e. Technical Memorandum 11
Document the procedures, findings and recommendations of the traffic signal timing analysis, with exhibits, tables and text in a technical memorandum. The technical memorandum will also
include an appendix with the traffic software output. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein
described, subject to additions or deletions for changes or extras agreed upon in writing. Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements
submitted by the Engineer for work performed. Compensation for performing Services shall be on a Lump Sum Basis as developed through man-hour estimates of services and expenses presented
in Exhibit attached hereto. The Lump Sum amount for Services shall be $625,311.00. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy,
and the coordination of the design, drawings, plans, specifications, estimates, and other services furnished by Engineer under this Agreement. Engineer shall, without additional compensation,
correct or review any errors or deficiencies that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review,
approval or acceptance of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause
of action arising out of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's
negligent performance of any ofthe services furnished under this Agreement. The rights and remedies of Owner under this Agreement are as provided by law. SECTION 5. TIME FOR PERFORMANCE
Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the Owner's requirements. As time is of the
essence for this Agreement, the services for Phase III construction shall be completed within 15 months ofNotice-to-Proceed. In the event Engineer's performance of this Agreement is
delayed or interfered with by acts of the Owner or others, Engineer may request an extension of time for the performance of same as hereinafter provided. If such delay is in excess of
60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined as any event
caused by others that substantially inhibits the Engineer from proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations
and awaiting critical information to be supplied by Town or franchised utility companies. 12
No allowance of any extension of time, for any cause whatever, shall be claimed or made by the Engineer, unless Engineer shall have made written request upon Owner for such extension
within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed in writing upon the allowance of additional time to be made. SECTION 6.
DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations, computer files, estimates, surveys, other data or work items, etc.) prepared
under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall be professionally sealed as may be required by law or by Owner. Such instruments
of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall have unlimited rights, for the benefit of Owner, in all instruments of service,
including the right to use same on any other work of Owner without additional cost to Owner. Owner. If, in the event, Owner uses such instruments of service on any work of Owner other
than that specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby agrees. to protect, defend, indemnify and hold harmless the Engineer, their
officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits, actions, claims, losses, liability or damage
of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on
account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any inaccuracy, such
use of such instruments of service with respect to such other work except where Engineer participates in such other work. Engineer agrees to and does hereby grant to Owner a royalty-free
license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may cover by copyright and to designs as to which Engineer may assert
any rights or establish any claim under the design patent or copyright laws. Engineer, after completion ofthe project, agrees to furnish the originals of such instruments of service
to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer shall survive termination of this Agreement for any reason.
SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written notice to the Engineer. In the event suspension or termination
is without cause, payment to Engineer, in accordance with the terms ofthis Agreement, will be made on the basis of services reasonably determined by Owner to be satisfactorily performed
to date of suspension or termination. Such payment will be due upon delivery of all instruments of service to Owner. Should the Owner require a material modification of its contract
with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, 13
Owner shall have the option of tenninating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the tenns
of this Agreement, for the services reasonably detennined by Owner to be properly perfonned by the Engineer prior to such tennination date. Engineer may tenninate this Agreement upon
written notice to Owner in the event of substantial failure by the Owner to perfonn in accordance with the tenns of this Agreement. Owner shall have 14 calendar days from the receipt
ofthe tennination notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of
time from the date of notice, Owner may tenninate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's
Liability Insurance for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the tenn of this Agreement,
insurance (including, but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because
of injuries, including death, suffered by any person or persons other than employees ofEngineer, and liability for damages to property, arising from or growing out ofEngineer's operations
in connection with the perfonnance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars
($250,000.00) for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum
of not less Three Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also, provide and maintain Professional Liability Insurance coverage to protect Engineer from liability
arising arising out of the perfonnance of professional services under this Agreement. Such coverage shall be in the sum of not less than $1,000,000.00. A signed Certificate of Insurance,
satisfactory to Owner, showing compliance with the requirements of this Section, shall be furnished to Owner before any services are perfonned under this Agreement. Such Certificate
of Insurance shall provide for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall tenninate
after completion ofthe project. Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies.
SECTION 9. INDEMNIFICATION FOR INJURY AND PERFORMANCE Engineer further specifically obligates itselfto Owner in the following respects, to wit: The Engineer hereby agrees to protect,
indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"), from and against suits,
actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, 14
.' 􀁟􀁾 ••:':":":._.'_""'_"".' L ''''_'_'.''','' ...;." 􀀬􀁾 •• __ attorney fees incidental to the defense of such suits, actions, claims, losses, damages or liability on account of
injury, disease, sickness, including death, to any person or damage to property including, in part, the loss of use resulting therefrom, arising from any negligent act, error, or omission
of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone else under the Engineer's direction and control, and arising out of, occurring in connection with,
resulting from or caused by the performance of any services called for by this Agreement. In the event one or more of the Indemnities is determined by a court of law to be jointly or
derivatively negligent or liable for such damage or injury, the Engineer shall be obligated to indemnify Owner as provided herein on a proportionate basis in accordance with the final
judgment, after all appeals are exhausted, determining such joint or derivative negligence or liability. The Engineer is not responsible for the actions of the Owner's contractor to
perform the construction of the improvements covered under this Agreement. Acceptance and approval of the final plans by the Owner shall not constitute nor be deemed a release of this
responsibility and liability of Engineer, its employees, associates, agents and Engineers for the accuracy or competency of their designs, working drawings and specifications, or other
documents and work; nor shall such approval be deemed to be an assumption of such responsibility by the Owner for any defect in the designs, working drawings and specifications, or other
documents and work; or other documents prepared by Engineer, its employees, contractor, agents and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer
agrees that it is an independent contractor and not an agent of the Owner, and that Engineer is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to
relieve Owner of any responsibility or liability from treating Engineer's employees as employees of Owner for the purpose of keeping records, making reports or payments of Unemployment
Compensation taxes or contributions. Engineer further agrees to indemnify and hold Owner harmless and reimburse it for any expenses or liability incurred under said Statutes in connection
with employees of Engineer. SECTION 11. INDEMNIFICATION FOR NON-PAYMENT Engineer shall defend and indemnify Owner against and hold Owner and the premises harmless from any and all claims,
suits or liens based upon or alleged to be b(:lsed upon the non-payment of labor, tools, materials, equipment, supplies, transportation and management costs incurred by Engineer in performing
this Agreement. SECTION 12. ASSIGNMENT Engineer shall not assign or sublet this Agreement, or any part thereof, without the prior written consent of Owner. SECTION 13. APPLICABLE LAWS
Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating or applicable to services to
be performed under this Agreement. 15
SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the provisions of this Agreement as to the quality or character of
the service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner to Engineer, Owner may, at its sole discretion without prejudice
to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration to Engineer except for all work determined by Owner to be satisfactorily
completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including reasonable salaries and travel . expenses of Engineer to and from meeting
called by Owner at which Engineer is required to attend, but shall not include any loss of profit of Engineer. In the event, of such termination, Owner may proceed to complete the services
in any manner deemed proper by Owner, either by the use of its own forces or by resub1etting to others. In either event, the Engineer shall be liable for all costs in excess of the total
contract price under this Agreement incurred to complete the services herein provided for and the costs so incurred may be due or that may thereafter become due to Engineer under and
by virtue of this Agreement. • Owner may, without terminating this Agreement or taking over the services, furnish the necessary materials, equipment, supplies and/or help necessary to
remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default of this Agreement for delays in performance caused by acts of the Owner or other circumstances
beyond the reasonable control of the Engineer. SECTION 15. ADJUSTMENTS IN SERVICES No claims for extra services, additional services or change in the services will be made by Engineer
without a written agreement with Owner prior to the performance of such servIces. SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract
by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS This Agreement contains the entire understanding of the parties with respect to the subject matter hereof and there
are no oral understandings, statements, or stipulation bearing upon the meaning or effect of this Agreement which have not been incorporated herein. This Agreement may only be modified,
amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18. WRITTEN NOTICES 16
All notices, demands and communications hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party to whom intended
at the address set forth on the signature page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER AND NUMBER The use
of any gender in this Agreement shall be applicable to all genders, and the use of singular numbers shall include the plural conversely. . IN WITNESS WHEREOF, the parties hereto have
executed this Agreement on this the day of , 2001. OWNER: TOWN OF ADDISON, TEXAS ENGINEER: HNTB CORPORATION By Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 144 Addison, Texas
75001-0144 Witness: By 17 Witness:
ARAPAHO ROAD EXTENSION SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL-MARCH 2001 Basic Services Final Design Paving, Drainage, and Utilities Bidding and Contract Award Construction
Administration Direct Labor Cost Phase III Basic Services Indirect Labor, Overhead HNTB Engineering Subtotal Profit and Contingency Out-of-Pocket Expense HNTB Subtotal Fee, Basic Services
GBW See GBW Proposal Basic Services Fee Additional Services Surveying, See ARS Inc. Proposal Geotechnical, See TerraMar Proposal Streetscape Traffic Engineering Subtotal Fee, Additional
Services TOTAL FEE FOR SERVICES EXHIBIT A $110,984 $6,474 $6,958 $124,416 $191,476 $315,892 $47,384 $6,500 . $369,776 $125,608 $495,384 $22,777 $33,125 $50,406 $23,619 $129,927 $625,311
Ph3CostSumm.xls
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -PAVING, DRAINAGE, AND UTILITIES HNTB Fmal DeSign-Pavement, and Utilities $110,984
Project Senior Project Design Manager Engineer Engineer Engineer CADD Clerical 􀁔􀁩􀁩􀀢􀀧􀀵􀁬􀁻􀁾􀀱􀁾􀁾􀁦􀁆􀁩􀁉􀁩􀁴􀁩􀁂􀁄􀁊􀁴􀀤􀁩􀁩􀁦􀁩􀁪􀀧􀀺􀁒􀁡􀁶􀁩􀁩􀀺􀁦􀁡􀀻􀀻􀀭􀁏􀁩􀀧􀀳􀁩􀁩􀀺􀁬􀁡􀁡􀁅􀁩􀁴􀁾􀁩􀀧􀁲􀁦
􀀨􀁬􀂷􀁕􀁴􀁩􀁬􀁩􀁴􀁩􀁥􀁳􀁗􀁾􀁾􀁻􀁾􀀤􀁴􀁗􀁾􀁾􀁾􀀮􀁭􀁴􀀮􀁾􀁾􀁩􀁾􀀬...•..., 􀀮􀀭􀀧􀁾􀀭􀀭 ,,' . .' -"' 􀁾􀀮􀀧 ... ,--'';-' ""-; '0' -1;,.-,•. , .-.' . " . Task 1.1 Proiect ManagemenUCoordination
320 100 40 Task 1.2 Paving Construction Drawings A. Cover Sheet 4 16 2 B. General Notes 8 16 16 C. Quantity Summary Sheets 24 24 8 D. Utility Relocations 16 E. Typical Sections, 24 24
40 F. ROW Map -Temporary Construction Easements 12 24 24 40 40 G. Construction Sequencingrrraffic Control 16 H. Plan and Profile Sheets 80 120 160 240 I. Paving, Sidewalk, Intersection,
Misc. Details 4 20 80 100 J. Driveway Detail, Special Grading Sheet 16 40 80 80 K. Striping Plan, Details 8 L. Signing Plan, Details 8 16 40 80 M. RR Grade Crossing Plan, Details, Coordination
40 80 80 16 40 24 N. Street Lighting Plan, Details 16 104 40 O. Removal Sheet 16 24 32 P. Bid Quantities 24 40 64 16 Q. Opinion of Probable Cost 16 32 40 16 R. QAlQC 24 40 8 S. Review
Comment Revisions 24 40 40 80 8 Task 1.3 Drainage Construction Drawings A. Drainage Plan/Profile 8 B. Drainage Calculations 8 C. Drainage Area Map 4 D. Details 4 E. Storm Water Pollution
Prevention 4 Task 1.4 Building Demo Construction Drawings A. Cover Sheet 8 16 B. Site Plan and Details 16 24 40 40 C. Specifications and Contract Documents 32 40 16 40 Task 1.5 Specifications
and Contract Documents 8 40 20 40 Task 1 Tota/Hours 404 588 660 688 916 186 Hourly Rate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $21,816 $26,460 $21,780 $16,512 $21,068
$3,348 ... Ph3hours.xls
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS BIDDING AND CONTRACT AWARD Project Senior Project Design Manager EnQineer EnQineer EnQineer CADD
Clerical 􀀱􀀩􀀺􀁩􀁳􀁋􀀵􀁾􀁂􀁩􀀨􀁬􀁤􀁩􀁩􀀧􀁦􀁾􀁮􀁡􀁩􀁪􀀧􀁾􀀻􀁇􀀹􀀱􀀩􀁀􀁾􀁴􀀧􀀻􀁾􀁗􀁡􀁴􀁡􀀻􀁾􀁾􀁾􀀧􀁷􀀢 .. .. ; 􀁾 A. Prepare Advertisement for Bidders 4 4 10 B. Prepare 25 Sets of Plans
& Bid Documents 2 16 8 C. Prepare Addenda & Respond to Bidder's Questions 24 32 32 40 40 D. Attend Bid Opening\ Review Bid Docs\Prepare Bid Tab 1 2 8 8 E. Recommend a Bidder to the Town
of Addison 4 8 Task 5 Total Hours 1 36 40 32 60 74 HourlvRate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $54 $1,620 $1,320 $768 $1,380 $1,332 Bidding and Contract Award
$6,474 Ph3hours.xls
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS CONSTRUCTION ADMINISTRATION 􀁔􀁡􀁳􀁫􀁾􀀶􀁾􀀬􀁾􀁃􀁑􀁲􀁩􀀤􀁬􀁩􀀧􀁦􀀨􀁾􀀧􀁩􀀹􀁩􀀩􀀷􀁍􀀶􀁩􀁩􀁮􀁬􀀤􀁀􀁴􀁬􀁏􀁩􀁩_􀁾
_􀁾 .. : A. Provide 3 Full-Size Sets -Town and Contractor B. Review Submittals C. Prepare Mylar Record Drawings D. Construction Inspection (See Contract for Details) 2 32 16 2 24 80
4 40 Task 6 Total Hours Houri Rate Direct Labor Cost 2 $54.00 $108 48 26 80 $45.00 $33.00 $24.00 $2,160 $858 $1,920 Construction Administration 44 $23.00 $1,012 50 $18.00 $900 $6,958
Ph3hours.xls
ARAPAHOROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN -GBW ENGINEERS, INC. Asst. Project Manager Project Engineer Design Tech CADD Operator Clerical
Project Meetings/Management Utility Coordination Drainage Plans/Profile Drainage Calculations Drainage Area Map Utility Relocations Construction SequencelTraffic Control Striping Storm
Water Pollution Prevention Plan Traffic Signal Drafting Details Bid Quantities Bid Documents and Specifications Opinion of Probable Cost Task 1 Total Hours (GBW) Hourlv Rate Direct Labor
Cost 60 88848844844 24 4 156 $45.00 $7,020 4 16 16 8 16 16 8888 16 8 132 $41.00 $5,412 40 40 24 24 40 40 24 24 8 16 24 16 320 $24.00 $7,680 160 60 40 120 180 100 100 96 48 16 920 $16.00
$14,720 16 8 24 8 56 $16.00 $896 Fmal Design-GBW $35,728 Survey Manager Survey Tech. Survey Crew Utility Survey 8 24 Task 2 Total Hours 8 24 Hourly Rate $100.00 $60.00 Direct Labor Cost
$800 $1,440 Survey-GBW Direct Labor Cost $35,728 Indirect Labor, Overhear (1.8775) 􀁟􀀭􀀭􀀭􀀽􀀭􀀤􀁾􀀶􀁾􀀷􀁟􀀧􀁟􀀺􀀺􀀺􀀬􀁏􀁾􀀷􀀽􀀹 Subtotal $102,807 Profit and Contingency $15,421 Surveying
Expense $4,880 Direct Expense $2,500 -"""'!"'.........-TOTAL FEE (GBW) $125,608 '!"'-;;i 24 24 $110.00 $2,640 $4,880
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES -SURVEYING· ARS ENGINEERS, INC. Abstractor RPLS Sr. Svy Survey 3 Man Admin
Tech Tech Crew Task 7􀀻􀁦􀀬􀁁􀁤􀁤􀁩􀁴􀁩􀀶􀁮􀁡􀁴􀁓􀁥􀁲􀁖􀁩􀁣􀁥􀁳􀀧􀁾􀀧􀀺􀁓􀁵􀁲􀁖􀁥􀁙􀁩􀁩􀁩􀁧􀀮 A. Update Property Ownership. 24 8 B. Prepare Parcel Plats and Descriptions for 15 TCEs
8 45 100 C. Stake Centerline at 100 ft. intervals with PCs and PTs 10 40 D. Locate Bore Holes Horizontally and Vertically 5 24 E. Additional Survey Shots at Midway Road 4 16 F. Project
Management and Administration 16 4 G. Three (3) Each Plats and Descriptions, Electronic Files 4 5 4 Task 7 Total Hours 24 28 45 132 80 8 Hourly Rate $48.00 $90.00 $63.00 $53.00 $105.00
$40.00 Direct Labor Cost $1,152 $2,520 $2,835 $6,996 $8,400 $320 Expenses MaplDeed Copies Mileage Reprographics (Copies & Plots) Delivery/Courier Service Misc. Field Expenses Total Expenses
$125 $94 $150 $60 $125 $554 Labor Total Expenses Additional Services -Surveying $22,223 $554 $22,
777ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS FINAL DESIGN· STREETSCAPE Group Design Senior LA LA3 LA2 LA 1 . Director Director 􀁔􀁡􀁳􀁫􀀴􀀺􀀪􀁆􀁩􀁮􀁩􀁩�
�􀀬􀁄􀀬􀁾􀀤􀁩􀁧􀁮􀀻􀀻􀀧􀀤􀁴􀀦􀁩􀁅􀁩􀁴􀁓􀀧􀁃􀀻􀁬􀂷􀁄􀀧􀀡􀀡􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁗􀀧􀁾􀁾􀀺􀁤􀀡􀁾􀁾􀀡􀁪􀀣􀂷􀀮 Task 4.1 Schematic Design A. Kickoff/Programming Meeting 4 4 B. Schematic Landscaping
Master Plan 8 4 24 40 C. Schematic Plan Review Meeting 4 4 Task 4.2 Design Development A. Prepare Design Development Package 8 8 24 60 B. Prepare Opinion of Probable Construction Costs
8 16 C. Design Development Plan Review Meeting 4 4 Task 4.3 Construction Documentation A. Prepare Construction Documents 16 40 120 40 B. Prepare Technical Specifications 8 16 16 C. Prepare
Revised Opinion of Probably Cost 4 4 8 D. Construction Document Review Meeting 4 4 4 Task 4.4 Bid Phase A. Prepare List of Qualified Sub-Contractors 8 8 8 B. Prepare Addenda 4 16 C.
Assist Owner in Evaluation of Bids 4 8 D. Value Engineering/Substitutions 4 4 12 Task 4.5 Construction Observation A. Kickoff Meeting 8 4 4 4 B. Review Submittals; Tag Trees 16 24 8
C. Review Information Requests 8 12 8 D. Review Work Progress 8 40 E. Prepare Punchlist 4 16 8 F. Punchlist Review 4 4 G. As-Builts -Proiect Closeout 2 16 4 Task 4 Total Hours 48 12
186 0 432 104 Hourly Rate $32.21 $37.50 $30.77 $22.60 $18.27 $15.87 Direct Labor Cost $1,546 $450 $5,723 $0 $7,893 $1,650 Total Direct Labor and Burden $4,515 $1,314 $16,712 $0 $23,047
$4,819 Fmal Design· Streetscape $50,406
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS ADDITIONAL SERVICES· TRAFFIC STUDY Additional Services -Traffic Study $23,619 HNTB HNTB HNTB
Jack Gram PM EnQineer Co-op Hatchell Traffic Task 􀀬􀀹􀀮􀀧􀁾􀁁􀁤􀁤􀁩􀁴􀁩􀁏􀁩􀁩􀁡􀁉􀁓􀁥􀁦􀁶􀁩􀁣􀁥􀁳􀁾􀁾􀀺􀁔􀁲􀁡􀁦􀁦􀁩􀁣􀁓􀁴􀁵􀁤 .'. .,. A. Signal Design Layout I I I I I 1. Preliminary
Design $5,000 2. Final DesiQn $2,200 B. Traffic Signal Data Collection 1. Peak Period TurninQ Movement Counts I I I I I $799 C. Signal Phasing and Timing Analysis 1. Compile existing/projected
ADT's and Turning Movement Counts 2 4 2. Determine projected 'AM and PM peak hour turning movements 4 16 3. Obtain Geometric Plans/Base Maps 2 4 4. Determine Clearance Times (Yellow/AIl-red)
4 12 5. SIGNAL2000 Analysis -LOS and Phase Determination 5 12 6. NOSTOP and SIGNAL2000 -Cycle Length for Prog. 2 8 7. TRANSYT-7F Analysis -Offsets 4 12 8. Summary PhasinglTiming 4 8
$4,000 9. Illustration of Preemption phases -Phase II 4 4 10. Illustration of Preemption phases -Phase III 2 8 11. Technical Memorandum 6 12 14 Task 9 Total Hours $39 $100· $14 Hourly
Rate $37.60 $21.00 $13.00 Direct Labor Cost $1,466 $2,100 $182 $11,200 $799.00 Total Direct Labor and Burden $4,546 $6,510 $564 $11,200 $799.00 ..
EXHIBIT B -Additional Services not included in proposal Due to the undetermined time lapse between design, begin of construction, and completion of construction for the Phase III project,
the following items are not included in: this proposal. HNTB realizes that the Town of Addison has requested these tasks be performed for this project, however, we do not know what our
Q.ourly and overhead rates will be when construction begins or when it is completed.· At the appropriate time, HNTB will negotiate these items based upon the Town of Addison's scope
and our current rates. Construction Inspection (established prior to bid opening) • .On-site construction inspection and observation services include full time onsite representation
supplementing the Clients project administration. Services include: weekly attendance at construction progress and coordination meetings; prepare meting minutes and follow up on action
items; daily architectural/engineering observations with weekly reports; provide on-site clarifications and interpretations of construction documents to facilitate construction process
and schedule. Traffic Signal Coordination Timing Plans -Final Timing • Progression analysis should be refined between the months of October and April, after Arapaho Road is open to traffic.
At this time, new traffic counts need to be done in order to base the progression analysis off accurate, current data. Performing this task before the road is open to traffic would not
be recommended.
May 14,2001 MEMORANDUM To: Through: From: Cc: Subject: Chris Terry, Assistant City Manager Mike Murphy, P.E., Director ofPublic Works Steve Chutchian, P.E., Assistant City Engineer Jim
Pierce, P.E., Assistant Director ofPublic Works Arapaho Road, Phase III Proposal for Professional Services for Temporary Construction Easements Staffis currently negotiating an agreement
with the :firm ofHNTB Corporation for engineering services related to the design ofthe third phase ofArapaho Road, from Surveyor Blvd. to Addison Road. This phase will include extensive
right-of-way and temporary construction easement acquisition efforts by the Town. As part ofa previous agreement with this:firm, right-of-way descriptions and associated maps were prepared
in 1999. However, various legal transactions by property owners have created the need to perform supplemental research ofownership and revise descriptions and maps accordingly. The attached
proposal, in an amount not to exceed $44,977.00, provides the following services related to this project: a. Update property ownership on existing right-of-way parcels. b. Prepare parcel
plats and descriptions for fifteen (15) temporary construction easements. c. Perform design associated with preparation ofthe parcel plats and descriptions, including: 1. Determination
ofhorizontal and vertical alignment. 2. Determination ofoptimum cross-section 3. Performing toe-of-slope analysis. This proposal will permit staff to accelerate the process ofacquiring
right-of-way and temporary construction easements for the proposed Arapaho Road, Phase III improvements.
Funding for the supplemental engineering services is included in the Year 2000 General Obligation Bond Program. It is recommended that the Council approve a proposal from HNTB Corporation,
in an amount not to exceed $44,977.00, for Professional Services related to preparation of Temporary Construction Easements on the proposed Arapaho Road, Phase III project.
AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires Engineer
to perform certain work and services set forth in Section 2, Scope of Services. WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter referred
to only as "services", specified in said Scope of Services, and enumerated under Section 2 of this Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES
The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design
of Arapaho Road from Surveyor Boulevard to Addison Road. I. Project Definition This project consists updating property ownerships, preparing .parcel plats and· descriptions for fifteen
(15) temporary construction easements, and submitting three (3) plats and description for each along Arapaho Road Phase ill from Surveyor Boulevard to Addison Road (the Project). The
project will be a 4-lane reinforced concrete roadway, with turn lanes at Surveyor Boulevard and Addison Road. A grade separated intersection will be provided at Midway Road. Engineering
design services will be necessary in order to establish the limits of the temporary construction easements and slope easements along the roadway corridor. This will include the examination
of the horizontal alignment, vertical alignment, and typical section in order to minimize the easement areas required. II. Detailed Scope of Basic Services . . '. .' The following 􀁳􀁥􀁲􀁶􀁩􀁣􀁾􀁳
Will be included in the scope of this cOIitract. It should be noted that this scope is for the development of preliminary· engineering alignments and cross-sections to base sound engineering
judgements concerning the limits of the construction along the project in order to set boundaries for temporary construction limits. This contract does not include the design of the
roadway. The roadway design will be negotiated under a separate scope and fee. 1
A.· Surveying 1. Update property ownership. 2. Prepare parcel plats and· descriptions for fifteen (15) temporary construction easements. 3. Project management and administration. 4.
Three (3) each plat and description signed with blue ink and electronic files. B. Design -Alignments, Cross-section, Toe-of-Slope analysis 1. Import ground survey data into aerial topo
and merge in InRoads. 2. Develop breaklines for existing ground surface. 3. Generate Digital Terrain Model and contours. 4. Field verification ofDigital Terrain Model. 􀀵􀁾 Review horizontal
and vertical alignments of schematic design. 6. ReviselUpdate graphical alignments into InRoads design software. 7. Construct typical section templates. 7.1. Mainlanes only with median
7.2. Mainlanes only without medians 7.3. Mainlanes with turning lanes 8.· . Model 􀁴􀁾􀁰􀁬􀁡􀁴􀁥􀁳􀁡􀁬􀁯􀁮􀁧 􀁨􀁯􀁲􀁩􀁾􀁯􀁮􀁴􀁡􀁬 ancl.vertical 􀁡􀀱􀁩􀁧􀁮􀁭􀁾􀁮􀁴􀁳􀀮 9. Plot cross-sections
to determine areas where toe-of-slopes· will require temporary construction easements. 10. Modify vertical alignment in areas where improvements can be made to the toe-of-slopes. 11.
Re-model templates along new vertical alignment. 12. Continue refinement process to obtain optimum profile. 2
13. Establishment of temporary construction easement limits at driveways and slope easements. .. . 14. Prepare Temporary Construction Easementsexhibits for surveyor. IS. Meet with Town
to review cross sections and TCE's.. SECTION 3. PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject
to additions or deletions for changes or extras agreed upon in writing. -Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the
Engineer for work performed. Compensation for performing Services shall be on an actual cost basis with a fee not to exceed $44,977.00. An estimate of the maximum fee is presented in
Exhibit A attached hereto. SECTION 4. RESPONSIBILITIES Engineer shall be responsible for the professional quality, technical accuracy, and the coordination of the design, drawings, plans,
specifications, estimates, and other services . furirished by Engineer uilder this Agreement. Agreement. Engineer shall,· without additional·· compensation, correct or review any errors
or deficiencies that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other services. Neither Owner's review, approval or acceptance of,
nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out
of the performance of this Agreement, and Engineer shall be and remain liable to Owner in accordance with applicable law for all damages to Owner caused by Engineer's negligent performance
of any ofthe services furnished under this Agreement. The rights and remedies ofOwner under this Agreement are as provided by law. . . . . . . . " .' . : . . . . . . SECTION 5. TIME
FOR PERFORMANCE Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional manner in accordance with the Owner's requirements. As
time is of the essence for this Agreement, the services for Phase ill right-of-way shall be completed within 2 months ofNotice-to-Proceed. In the event Engineer's performance of this
Agreement is delayed or interfered with by acts of the Owner or others, Engineer may request an extension of time for the performance of same as hereinafter provided. If such delay is
in excess of 60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder of this contract. A delay shall be defined
as any event caused 3 . .'
by others that substantially inhibits the Engineer from proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and
awaiting critical information to be supplied by Town or franchised utility companies. No allowance of any extension oftime, for any cause whatever, shall be claimed or made by the Engineer,
unless Engineer shall have made written request upon Owner for such extension within 14calendar days after the cause for such extension occurred, and unless Owner and Engineer have agreed
in writing upon the allowance of additional time to be made. . SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations,
computer files, estimates, surveys, other data or work items, etc.) prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service shall
be professionally sealed as may be required by law or by Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner shall
have unlimited rights, for the benefit of Owner, in all instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If, in the
event, Owner uses such instruments of service on any work of Owner other than that specified in the Scope of Services, dermed in Section 2, under those circumstances Owner hereby agrees
to protect, defend, indemnify and hold harmless the Engineer, their officers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"),
from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense
of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss
of use resulting therefrom, arising from any inaccuracy, such use of such instruments of service with respect to such other work except where Engineer participates in such other work.
Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may
cover by copyright and to designs as to which Engineer may assert any . rights or establish any. claim under the design patent or copyright laws. Engineer, after completion ofthe project,
agrees to furnish the originals orsucl1 instruments ofservice to the Owner. Engineer may, however, retain copies of any and all documents produced. The license granted herein by Engineer
shall survive termination of this Agreement for any reason. SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by giving written
notice to the Engineer. In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms of this Agreement, will be made on the basis of services
reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon delivery of all instruments of service to Owner. 4
Should the Owner require a material modification of its contract with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall
have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms of this Agreement,
for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date.. Engineer may terminate this Agreement upon written notice to
Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt ofthe termination
notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of time from the date
of notice, Owner may terminate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability Insurance
for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance (including,
but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including
death, suffered by any person or persons other than employees ofEngineer, and liability for damages to property, arising from or growing out of Engineer's operations in connection with
the performance ofthis Agreement. . . Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00)
for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of
the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. A signed Certificate ofInsurance, satisfactory to Owner,
showing compliance with the requirements of this Section, shall befuinished to Owner before· any services are. performed under this Agreement. Such Certificate of Insurance shall provide
for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall terminate after completion of the project.
Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR
INJURY AND PERFORMANCE Engineer further specifically obligates itselfto Owner in the following respects, to wit: 5
The Engineer hereby agrees to protect, indemnify and hold hannless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as
"Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental
to the defense of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness,.including death, to any person or damage to property including, in
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone
else under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the perfonnance of any services called for by this Agreement.
In the event one or more of the Indemnities is detennined by a court of law to be jointly or derivatively negligent or liable for such damage or injury, the Engineer shall be obligated
to indemnify Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, detennining such joint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perfonn the construction of the improvements covered under this Agreement. Acceptance and approval
of the final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees, associates, agents and Engineers for the
accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility
by the Owner for any . defect in the designs, working drawings and specifications, or other documents and work; . or other documents prepared by Engineer, its employees, contractor,
agents and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer
is subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees as employees
of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further . agrees to indemnify and hold Owner hannless.
and reimburse it for. any expenses or liability incurred under said 􀁓􀁨􀁬􀁾􀁴􀁥􀁳 in connection with employees ofEngineer. SECTION 11. INDEMNIFICATION FOR NON-PAYMENT Engineer shall
defend and indemnify Owner against and hold Owner and the premises hannless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools,
materials, equipment, supplies, transportation and management costs incurred by Engineer in perfonning this Agreement. SECTION 12. ASSIGNMENT Engineer shall not assign or sublet this
Agreement, or any part thereof, without the prior written consent ofOwner. 6
SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating
or applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the
provisions of this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner
to Engineer, Owner may, at its sole discretion without prejudice to any other right or remedy: • Terminate this Agreement and be relieved of the payment of any further consideration
to Engineer except for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including
reasonable salaries and travel expenses of Engineer to and from meeting called by Owner at which Engineer is required to attend, but shall not include any loss of profit of Engineer.
In the event, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to others.
In either event, the Engineer shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the. services herein provided for and the
costs so incurred may be due or that may thereafter become due to Engineer under and by virtue ofthis Agreement. • Owner may, without terminating this Agreement or taking over the services,
furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default of this
Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable control of the Engineer. SECTION 15. ADJUSTMENTS IN SERVICES No claims for
extra services, additional services or change in the services will be made by .Engineer without a written agreement with Owner prior to the performance of su.ch servIces. SECTION 16.
EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS This Agreement contains
the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements, or stipulation bearing upon the meaning or effect
of this Agreement, which have not been incorporated 7
herein. This Agreement may only be modified, amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18.
WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party
. to whom intended at the address set forth on the signature page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER
AND NUMBER The use of any gender in this Agreement shall be applicable to all genders, and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties
hereto have executed this Agreement on this the day of ,2001. OWNER: TOWN OF ADDISON, TEXAS By Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 144 Addison, Texas 75001-0144 Witness:
8 ENGINEER: HNTB CORPORATION Witness:
EXHIBIT A ARAPAHO ROAD EXTENSION· PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL FOR RIGHT OF WAY· MAY 2001 Basic Services Final Design Paving, Drainage, and Utilities Indirect
Labor, OverheadHNTB Engineering Subtotal Protit and Contingency Out-ot-Pocket Expense HNTB Subtotal Fee, Basic Services ARS See ARS Proposal Basic Services Fee $11,030 $16,975 $28,005
$4,201 $200 $32,406 $12,571 $44,977 Ph3-ROW-Fee.xls
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS PRELIMINARY DESIGN· DTM, ALIGNMENTS, TEMPLATES,CROSS-5ECTIONS, AND TCE'S Projocl S"';"'_ . Manaoer
Enoineer En ineer En ineer CADD Clerical 􀁔􀁪􀀤􀁩􀁬􀁉􀀵􀀧􀀮􀁊􀀺􀀧􀁩􀁬􀁊􀁭􀁊􀁾􀁯􀀮􀁭 􀀢􀁦􀁦􀁬􀀡􀁐􀁪􀁛􀁍􀁆􀁁􀁊􀁩􀁩􀁩􀁩􀁦􀁩􀁦􀀨􀁬􀁦􀁩􀁩􀁴􀀤􀀢􀁩􀁬􀁾􀁭􀁰􀁉􀁾􀀸􀁩􀁬􀁃􀀦􀀤􀀮􀀧􀁃􀁾􀁩􀁃􀁴􀁩􀁾􀁏􀁪􀁬􀀮􀁜􀀻􀁔􀁃�
�􀁴􀂷􀀮 1.1 Digital Terrain Model . ... . .... ....• A. Import fround survey into aerial tapa and merge in InRoads 4 12 B. Inout breaklines 2 24 16 C. Generate DTM I Check and Manioulate
as needed 4 8 D. Generate contours 8 4 E. Field verification of DTM contours 4 4 4 F. Final corrections to DTM 4 8 16 16 1.2 Alignments and Templates . . . .. A. Review horizontal and
vertical alignments of schematic 8 4 B. Update/Revise graphical alignments in InRoads software 2 8 C. Construct templates 16 16 D. Model templates along horizontal and vertical alignments
24 40 E. Plot cross-sections and examine toe-of-slopes 8 F. Modify vertical alignment 4 4 8 G. Re-model templates along alignments 4 16 H. Establish TCE limits at driveways and slopes
4 12 16 I. Meet with Town to review crOss-sections and TCE's 4 4 2 J. Prepare exhibits for surveyor 2 2 16 2 K. QAlQC 4 4 1.3 Project Management and QA\QC A. Review and approve subconsultant
invoicing 4 B. Review TCE and Property Map submittals 8 C. Attend Meetings with Town 4 4 Task 1 Total Hours 4 36 94 178 76 4 Hourly Rate $54.00 $45.00 $33.00 $24.00 $23.00 $18.00 Direct
Labor Cost $216 $1,620 $3,102 $4,272 $1,748 $72 HNTB Preliminary DeSign $11,030 Ph3-RQW-Fee.xls
ARAPAHO ROAD EXTENSION , PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS TEMPORARY CONSTRUCTION EASEMENTS -ARS ENGINEERS, INC. Expenses Map/Deed Copies Mileage Reprographics
(Copies & Plots) Delivery/Courier Service Misc. Field Expenses 24 $48.00 $1,152 $125 $0 $150 $60 $0 8 45 10 4 22 45 $90.00 $63.00 $1,980 $2,835 Labor Total 'Ei"eriies' 􀁳􀁾􀁾􀁾􀁙􀁩􀁾􀁧
T()tal 5 113 $53.00 $5,989 o $105.00 $0 Admin 34 7 $40.00 $280 $12,236 $335 $12,571
􀀮􀁾 .. " Attachments: 1. Memo from Steve Chutchian, Assistant City Engineer 2. Proposal from HNTB Administrative Recommendation: Administration recommends approval. Item #R8 -Consideration
of a Resolution authorizing the City Manager to enter into an engineering services agreement in an amount not to exceed $44,977.00 with HNTB Corporation for services related to the preparation
of temporary construction easements for the Arapaho Road, Phase III project. Attachments: 1. Memo from Steve Chutchian, Assistant City Engineer '2. Agreement Administrative Recommendation:
Administration recommends approval. Item #R9 -Consideration of Resolutions approving the submittal of an application to the Department of Transportation Statewide Transportation Enhancement
Program for the Belt Line Road streetscape project and certifying the intent to place the project in the Transportation Improvement Plan (TIP). Attachments: . . . . . 1. Memo fromSteve
Chutchian,Assistant City Engineer 2. Resolution certifying funding and support 3. Resolution certifying intent for Transportation Improvement Plan (TIP) placement Administrative Recommendation:
Administration recommends approval. City Council Agenda 05-22-01
􀁾ARCHITECTS ENGINEERS PLANNERS May 11, 2001 Town ofAddison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION -Phase
III Professional Services Agreement for Temporary Construction Easements Dear Mr. Chutehian: 14114 Dallas Parkway, Suite 630 Dallas, Texas 75240-4381 (972) 661-5626 B4X (972) 661-5614
www.hntb.com Enclosed for your review and signature are three copies of a Professional Services Agreement for preparation of temporary construction easement development, for Phase III
of the Arapaho Road Extension. Phase III construction will extend from Surveyor Boulevard to Addison Road. In order to develop temporary construction easements, we will establish the
existing ground DTM and cross-sections. This is necessary to tie the toe-of-slopes down as accurately as possible. Please keep in mind that this work is not only for this contract, but
will be used for the roadway design also. The enclosed agreement is in response to your request during during our May 7, 2001 meeting. Per our discussion, you wanted to get the temporary
construction easement work under contract. We appreciate the opportunity to work with you and your staff on this project. Very truly yours, HNTB CORPORATION IJ;:f::i.E. JDH/dsl Enclosures
25768 The HNTB Companies OFFICES: ALEXANDRIA, VA; ANNAPOLIS, 1\-10; ATLANTA, GA; AUSTIN, TX; BATON ROUGE, LA; BOSTON, MA; CHARLESTON, SCi CHARLESTON, \\IV; CHICAGO, 11.; CLEVELAND, OH;
COLUMBUS, OH; DALIAS, -r.<; DENVER, co; DETROIT, /'In; ELKINS, \YlV; FAIRFIELD, N.J; Fr. WORTH, -r.<; HARTFORD, cr; HOUSTON, TX; INDIANAPOLIS, IN; IRVINE, CA; KANSAS erlY, 1-.10; KNO:>..'VILLE,
TN; LANSING, Ml; LOS ANGELES, CA; LOUISVILLE, KY; MADISON, WI; MIAMI, FL; MILWAUKEE, WI; MINNEAPOLIS, MN; NASHVILLE, TN; NEW YORK, NY; OAKLAND, CA: OIUANDO, FL; OVERLAND PARK, KS; PLYMOlITH
MEETING, PA; PORTLAND, 1\IE; PORTI.AND, OR; RALEIGH, NCj ST. LOllIS, MO; SALT LAKE CllY, UT; SAN ANTONIO, TX; SAN BERNARDINO, CA: SAN FRANCISCO, CA, SAN JOSE, CA; SEATILE, \Y!A; TAMPA,
H; TOLEDO, OH; WASHINGTON, D,C.
FAX#: II I. TOWN OF ADDISON 􀁃􀁯􀁭􀁰􀁡􀁮􀁹􀀺􀀮􀀭􀀭􀀭􀀭􀀭􀀮􀀮􀀺􀀣􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀮􀀮􀀭􀀨􀁴􀁲􀁟􀁾􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀯􀁾􀁂􀁾 _ q7Z-􀁾􀁢􀁬􀀧􀀭􀁓􀁢􀀯􀀴 Date: 􀁾􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀁾􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀀯􀀮�
�􀀮􀀺􀀮􀀮􀀮􀀮􀁾􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀮􀀯􀁣􀀭􀁴􀁊􀁟􀁉􀁟􀁉􀀭􀀭􀀭 No. of pages (including cover):._---=3 _ PUBLIC WORKS From: .!>TEI/F Cf{vTC/l/At1/Phone: 972/450-2&ft Fax: 972/450-2837 16801
Westgrove P.O. Box 9010 Addison, TX 75001-9010 7. Construct typical section templates. 7.1. Mainlanes only with median 7.2. Mainlanes only without medians 7.3. Mainlanes with turning
lanes . . 8. . Model 􀁴􀁥􀁭􀁰􀁬􀁡􀁴􀁥􀁳􀁡􀀱􀁯􀁮􀁧􀁨􀁯􀁲􀁩􀁺􀁾􀁮􀁴􀁡􀁬 􀁡􀁮􀁾􀁶􀁥􀁲􀁴􀁩􀁣􀁡􀁬 alignments... 9. Plot cross-sections to detennine areas where toe-of-slopes will require
temporary construction easements. 10. Modify vertical alignment in areas where improvements can be made to the toe-of-slopes. 11. Re-model templates along new vertical alignment. 12.
Continue refinement process to obtain optimum profile. 2
13. 14. 15. Establishment of temporary construction easement limits at 􀁤􀁲􀁩􀁶􀁾􀁺􀁾􀁥􀁾􀁾 preparVx'lllbits for surveyor. Meet with Townto review cross sections and TCE's. SECTION3.
PAYMENT Owner shall pay Engineer for services authorized in writing as properly performed by Engineer on the basis herein described, subject to additions or deletions for changes or
extras agreed upon in writing. Basis ofCompensation Payment shall be made monthly by Owner to Engineer based upon statements submitted by the Engineer for work performed. 􀁤􀂻􀁌􀁾􀁥􀀮􀁮􀀮􀀺􀁴􀀭􀁾􀁾a.
...-Compensation for performing Services shall be on a lump 􀁾􀁙􀁬􀁂 "Qasis 􀁾􀀬􀀮􀁁􀁥􀁵􀁥􀀱􀀸􀁾􀀸􀁑 "through man-hom estimates of services and expooses present€d in Exhibit A attached
􀀮􀀮􀁧􀁾􀀹􀀺􀀭Th€ Lump Sum amount for 􀁓􀁥􀁲􀁶􀁩􀁣􀁾􀁡􀂥􀀪􀁊􀁥 $44,977􀀮􀁲􀁊􀁾􀀻􀀮􀀬􀀮􀀭􀁾􀁾 #j f77.-1JZ)· SECTION 4. RESPONSIBILITIES F . Engineer shall be responsible for the professional
quality, technical accuracy, and the coordination of the design, drawings, plans, specifications,estimates, and other services furnished by Engineer linder this Agreement. Engineer shall,
without additional compensation, correct or review any errors or deficiencies that are attributable to the Engineer in the design, drawings, plans, specifications, estimates, and other
services. Neither Owner's review, approval or acceptance of, nor payment for, any of the services required under this Agreement shall be construed to operate as a waiver of any rights
under this Agreement or of any cause of action arising out of the performance of this I Agreement, and Engineer shall be and remain liable to Owner in accordance with \. , ( ... applicable
law for all damages to Owner caused by Engineer's negligent performance of 􀁾􀁪 .] any ofthe services furnished under this Agreement. "t. 􀀮􀁾 . The rights and remedies ofOwner under
thi$ Agreement are 􀁾􀀮 provided by law•.. StCTION 5. ·TIME FOR PERFORMANCE Engineer shall perform all services as provided for under this Agreement in a proper, efficient and professional
manner in accordance with the Owner's requirements. As time is of the essence for this Agreement, the services for Phase ill right-of-way shall be completed within gmonths ofNotice-to-Proceed.
In the event Engineer's performance of this Agreement is delayed or interfered with by acts of the Owner or others, Engineer may request an extension of time for the performance of same
as hereinafter provided. If such delay is in excess of 60 days on any one occurrence or a cumulative delay of over 180 days, Engineer shall have the right to renegotiate the remainder
of this contract. A delay shall be defined as any event caused 3
. ' HP LaserJet TOALASERJET 3200 9724502837 MAY-14-2001 14:24 Fax Call Report 3200S8 invent Job Date 806 5/14/2001 Time Type 14:23:42 Send Identification 99726615614 Duration 1: 05 Pages
3 Result OK TOWN OF ADDISON PUBLIC WORKS To: 1'1$. AIVIfIE 􀁾􀁔􀀢􀁪􀀩􀀮􀁄􀀯􀀱􀁾􀁄 Company: 􀁉􀁦􀁾􀁔B FAX#: '172-􀁾􀁢􀁬􀀻􀀢􀁓􀁢􀁉􀀴 Date: 􀁾􀀱􀀱􀀴􀀭􀀭􀀯􀀯􀀩􀀨 No. of pages (including
tover): 3 From: .sTEve cIfI/TCIl/A'1/Phone: 972/450.2&/'£ Fax: 972/450-2837 16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010
􀁾ARCHITECTS ENGINEERS PLANNERS May 11, 2001 Town of Addison 16801 Westgrove Drive P.O. Box 9010 Addison, Texas 75001-9010 Attn: Mr. Steve Chutchian, P.E. ARAPAHO ROAD EXTENSION -Phase
III Professional Services Agreement for Temporary Construction Easements Dear Mr. Chutchian: 􀁆􀁴􀁩􀁾 􀁬􀀭􀀭􀁯􀁃􀀯􀀮􀁾 j2 -( L-( -e L...-.-_ 14114 Dallas Parl<way. Suite 630 Dallas,
Texas 752404381 (972) 661-5626 FAX (972) 661-5614 www.blltb.com Enclosed for your review and signature are three copies of a Professional Services Agreement for preparation of temporary
construction easeIJ;l.ent development, for· Phase III of the Arapaho Road Extension. Phase III construction will extend from Surveyor Boulevard to Addison Road. In order to develop temporary
construction easements; we will establish the existing ground DTM and cross-sections. This is necessary to tie the toe-of-slopes down as accurately as possible. Please keep in mind that·
this work is not only for this contract, but will be used for the roadway design also. The enclosed agreement is in response to your request during our May 7, 2001 meeting. Per our discussion,
you wanted to get the temporary construction easement work under contract. We appreciate the opportunity to work with you and your staff on this project. Very truly yours, . HNTB CORPORATION
􀁾􀀺􀀺􀁦􀀧􀁅􀀧 JDH/dsl Enclosures 25768 The HNTB Companies OFFICES: ALEXANDRIA, VA: ANNAPOLIS, MD: ATI.ANTA, GA: AUSTIN, TX, BATON ROUGE, LA, BOSTON. MA, CHARLESTON. SC, CHARLESTON,
WV; CHICAGO. IL, CLEVELAND, OH; COLUMBUS. OH, DALUS. TX; DENVER. CO: DETROIT, MI: ELKI"S. WV; FAIRFIELD. NJ; FT. WORTH. TX, HARTFORD, CT, HOUSTON, TX, INDIANAPOLIS, IN: IRVINE, CA; KANSAS
CllY, MO: KNOXVILLE, TN; L-\NSING, MI; LOS ANGELES, CAj LOUISVILLE, KY; MADISON, WI; MIAMI, FL; MILWAUKEE. WI; MINNEAPOLIS, MN; NASHVILLE, TN; NEW YORK, NY; OAKUND, CA: ORlANDO, H; OVERL\ND
PARK, KS; PLYMOUTH MEETING. PA; FORnAND, ME; PORnAND, OR; RALEIGH, NC; ST. LOUIS. MO: SALT IAKE CllY, lIT; SAL"l ANTONIO, TXj SA."l BERNARDINO. CA.; SAN FRANCISCO, CA: SAN JOSE. CA;
SEATrLE. WA; TAMPA, Hi TOLEDO, OH; WASHINGTON, D.C.
AGREEMENT THIS AGREEMENT is made by and between HNTB Corporation, hereinafter called "ENGINEER", and the Town ofAddison, Texas, hereinafter called "OWNER." WHEREAS, Owner desires· Engineer
to perform certain work and services set forth in Section 2, Scope ofServices.· . WHEREAS, the Engineer has expressed a willingness to perform said work and services, hereinafter referred
to only as "services", specified in said Scope of Services, and enumerated under Section 2 ofthis Agreement. NOW, THEREFORE, all parties agree as follows: SECTION 2. SCOPE OF SERVICES
The following Basic and Additional Services, when authorized in writing by a notice-toproceed, shall be performed by the Engineer in accordance with the Owner's requirements for design
ofArapaho Road from Surveyor Boulevard to Addison Road. I. Project Definition This project consists updating property ownerships, preparing .parcel plats· and descriptions for fifteen
(15) temporary construction easements, and submitting three (3) plats and description for each along Arapaho Road Phase III from Surveyor Boulevard to Addison Road (the Project). The
project will be a 4-lane reinforced concrete roadway, with tum lanes at Surveyor Boulevard and Addison Road. A grade separated intersection will be provided at Midway Road. Engineering
design services will be necessary in order to establish the limits of the temporary construction easements and slope easements along the roadway corridor. This will include the examination
of the horizontal alignment, vertical alignment, and typical section in order to minimize the easement areas required. II. Detailed Scope of Basic Services The following serVices will
he included in the scope ofthis contract. . It should be . noted that this scope is for the development' of preliminary engineering alignments and cross-sections to base sound engineering
judgements concerning the limits of the construction along the project in order to set boundaries for temporary construction limits. This contract does not include the design of the
roadway. The roadway design will be negotiated under a separate scope and fee. 1
by others that substantially inhibits the Engineer from proceeding with his work on the project. This shall include, but is not limited to, Town reviews, right-of-way negotiations and
awaiting critical information to be supplied by Town or franchised utility companies. No allowance of any extension oftime, for any cause whatever, shall be claimed or made by the Engineer,
unless Engineer shall have made written request upon Owner for such extension within 14 calendar days after the cause for such extension occurred, and unless Owner and Engineer have
agreed in writing upon the allowance of additional time to be made. SECTION 6. DOCUMENTS All instruments of service (including plans, specifications, drawings, reports, designs, computations,
computer files, estimates, surveys, other data or work items, 􀁥􀁴􀁣􀁾􀀩 prepared under this Agreement shall be submitted for approval of the Owner. All completed instruments of service
shall be professionally sealed as may be required by law or by Owner. Such instruments of service, together with necessary supporting documents, shall be delivered to Owner, and Owner
shall have unlimited rights, for the benefit of Owner, in all instruments of service, including the right to use same on any other work of Owner without additional cost to Owner. If,
.in the event, Owner uses such instruments of service on any work of Owner other than that specified in the Scope of Services, defined in Section 2, under those circumstances Owner hereby
agrees to protect, defend, indemnify and hold harmless the Engineer, theirofficers, agents, servants and employees (hereinafter individually and collectively referred to as "Indemnities"),
from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental to the defense
of such suits, actions, claims, losses, damages or liability on account of injury, disease, sickness, including death, to any person or damage to property including, in part, the loss
of use resulting therefrom, arising from any inaccuracy, such use of such instruments of service with respect to such other work except where Engineer participates in such other work.
Engineer agrees to and does hereby grant to Owner a royalty-free license to such instruments of service which Engineer may cover by copyright and to designs as to which Engineer may
cover by copyright and to designs as to which Engineer may assert any rights or establish any claim under the design patent or copyright laws. Engineer, after completion ofthe project,
agrees to furnishthe originals ofsuch instruments of service to the Owner. Engineer may, however, retain copies of any' and all documents produced. The license granted herein by Engineer
shall survive termination of this Agreement for any reason. SECTION 7. TERMINATION Owner may suspend or terminate this Agreement for cause or without cause at any time by .giving written
notice to the Engineer. In the event suspension or termination is without cause, payment to Engineer, in accordance with the terms ofthis Agreement, will be made on the basis of services
reasonably determined by Owner to be satisfactorily performed to date of suspension or termination. Such payment will be due upon delivery of all instruments ofservice to Owner. 4
Should the Owner require a material modification of its contract with Engineer, and in the event Owner and Engineer fail to agree upon such modification to this Agreement, Owner shall
have the option of terminating this Agreement and the Engineer's services hereunder at no additional cost other than the payment to Engineer, in accordance with the terms ·of this Agreement,
for the services reasonably determined by Owner to be properly performed by the Engineer prior to such termination date. Engineer may terminate this Agreement upon written notice to
Owner in the event of substantial failure by the Owner to perform in accordance with the terms of this Agreement. Owner shall have 14 calendar days from the receipt ofthe termination
notice to cure or to submit a plan for cure acceptable to the Engineer. In the event the parties cannot agree upon an acceptable cure within a reasonable period of time from the date
of notice, Owner may terminate this Agreement as provided in this Section 7. SECTION 8. INSURANCE Engineer shall provide and maintain Worker's Compensation and Employer's Liability Insurance
for the protection of Engineer's employees, as required by law. Engineer shall also provide and maintain in full force and effect during the term of this Agreement, insurance (including,
but not limited to, insurance covering the operation of automobiles, trucks and other vehicles) protecting Engineer and Owner against liability from damages because of injuries, including
death, suffered by any person· or persons other than employees ofEngineer, and liability for damages to property, arising from or growing out ofEngineer's operations in connection with
the performance ofthis Agreement. Such insurance covering personal and bodily injuries or death shall be in the sum of not less than Two Hundred Fifty Thousand Dollars ($250,000.00)
for one (1) person, and not less than Three Hundred Thousand Dollars ($300,000.00) for anyone (1) occurrence. Insurance covering damages to property shall be in the sum of not less Three
Hundred Thousand Dollars ($300,000.00) aggregate. Engineer shall also provide and maintain Professional Liability Insurance coverage to protect Engineer from liability arising out of
the performance of professional services under this Agreement. Such coverage shall be in the sum ofnot less than $1,000,000.00. A.signed Certificate of Insurance, satisfactory to· Owner,
showing compliance.with the . reqUirements of this Section, shall be fuinished to Owner hefore any serncesare performed under this Agreement. Such Certificate of Insurance shall provide
for ten (10) days written notice to Owner prior to the cancellation or modification of any insurance referred to therein. Such Certificates shall terminate after completion ofthe project.
Owner shall be named as an "additional insured" party on all insurance policies, except for Worker's Compensation and Professional Liability policies. SECTION 9. INDEMNIFICATION FOR
INJURY AND PERFORMANCE Engineer further specifically obligates itselfto Owner in the following respects, to wit: 5
The Engineer hereby agrees to protect, indemnify and hold harmless the Owner, their officers, agents, servants and employees (hereinafter individually and collectively referred to as
"Indemnities"), from and against suits, actions, claims, losses, liability or damage of any character, and from and against costs and expenses, including, in part, attorney fees incidental
to the defense of such suits, actions, claims, losses, damages or liabilityon account of injury, disease, sickness, including death, to any person or damage .to property including, in
part, the loss of use resulting therefrom, arising from any negligent act, error, or omission of the Engineer, its officers, employees, servants, agents or subcontractors, or anyone
else under the Engineer's direction and control, and arising out of, occurring in connection with, resulting from or caused by the performance of any services called for by this Agreement.
In the event one or more of the Indemnities is detennined by a court of law to be jointly or derivatively negligent or liable for such damage or'injury, the Engineer shall be obligated
to indemnify Owner as provided herein on a proportionate basis in accordance with the final judgment, after all appeals are exhausted, determining suchjoint or derivative negligence
or liability. The Engineer is not responsible for the actions of the Owner's contractor to perform the construction ofthe improvements covered under this Agreement. Acceptance and approval
of the final plans by the Owner shall not constitute nor be deemed a release of this responsibility and liability of Engineer, its employees, associates, agents and Engineers for the
accuracy or competency of their designs, working drawings and specifications, or other documents and work; nor shall such . approval be deemed to be an assumption of such responsibility
by the· Owner for any defect in the designs, working drawings and specifications, or other documents and work; or other documents prepared by Engineer, its employees, contractor, agents
and subconsultants. SECTION 10. INDEMNIFICATION FOR UNEMPLOYMENT COMPENSATION Engineer agrees that it is an independent contractor and not an agent of the Owner, and that Engineer is
subject, as an employer, to all applicable Unemployment Compensation Statutes, so as to relieve Owner of any responsibility or liability from treating Engineer's employees as employees
of Owner for the purpose of keeping records, making reports or payments of Unemployment Compensation taxes or contributions. Engineer further agrees to indemnify and hold Owner harmless
and reimburse it for any expenses or . liability incurred under said Statutes in connection with employees ofEngineer. .. . SECTION 11. INDEMNIFICATION FOR NON-PAYMENT Engineer shall
defend and indemnify Owner against and hold Owner and the premises hannless from any and all claims, suits or liens based upon or alleged to be based upon the non-payment of labor, tools,
materials, equipment, supplies, transportation and management costs incurred by Engineer in performing this Agreement. SECTION 12. ASSIGNMENT Engineer shall not assign or sublet this
Agreement, or any part thereof, without the prior written consent ofOwner. 6
SECTION 13. APPLICABLE LAWS Engineer shall comply with all federal, state, county and municipal laws, ordinances, regulations, safety orders, resolutions and building codes relating
or applicable to services to be performed under this Agreement. SECTION 14. DEFAULT OF ENGINEER In the event Engineer fails to comply or becomes disabled and unable to comply with the
provisions of this Agreement as to the quality or character of the service or time of performance, and the failure is not corrected within ten (10) days after written notice by Owner
to Engineer, Owner may, at its sole discretion without prejudice to any other right or remedy: • . Terminate this Agreement and be relieved of the payment of any further consideration
to Engineer except for all work determined by Owner to be satisfactorily completed prior to termination. Payment for work satisfactorily completed shall be for actual costs, including
reasonable salaries and travel expenses of Engineer to and from meeting called by Owner at which Engineer Engineer is required to attend, but shall not include any loss of profit of
Engineer. In the event, of such termination, Owner may proceed to complete the services in any manner deemed proper by Owner, either by the use of its own forces or by resubletting to
others. In either event, the Engineer shall be liable for all costs in excess of the total contract price under this Agreement incurred to complete the services herein provided for and
the costs so incurred may be due or that may thereafter become due to Engineer under and by virtue ofthis Agreement. • Owner may, without terminating this Agreement or taking over the
services, furnish the necessary materials, equipment, supplies and/or help necessary to remedy the situation, at the expense of the Engineer. Engineer shall not be considered in default
of this Agreement for delays in performance caused by acts of the Owner or other circumstances beyond the reasonable control of the Engineer. SECTION 15. ADJUSTMENTS IN SERVICES No claims
for extra services, services, additional services or change in the services will be made by .Engineer without a written agreement with Owner prior to .the performance of such .. services.
SECTION 16. EXECUTION BECOMES EFFECTIVE This Agreement will be effective upon execution of the contract by and between Engineer and Owner. SECTION 17. AGREEMENT AMENDMENTS This Agreement
contains the entire understanding of the parties with respect to the subject matter hereof and there are no oral understandings, statements, or stipulation bearing upon the meaning or
effect of this Agreement, which have not been incorporated 7
herein. This Agreement may only be modified, amended, supplemented or waived by a written instrument executed by the parties except as may be otherwise provided therein. SECTION 18.
WRITTEN NOTICES All notices, demands and communications hereunder shall be in writing and may be served or delivered personally upon the party for whom intended, or mailed to the party
to whom intended at the address set forth on the signature page of this Agreement. The address of a party may be changed by notice given pursuant to this Section. SECTION 19. GENDER
AND NUMBER The use of any gender in this Agreement shall be applicable to all genders, and the use of singular numbers shall include the plural conversely. IN WITNESS WHEREOF, the parties
hereto have executed this Agreement on this the day of , 2001. OWNER: TOWN OF ADDISON, TEXAS By Ron Whitehead, City Manager 5300 Beltline Road P.O. Box 144 Addison, Texas 75001-0144
Witness: 8 ENGINEER: HNTB CORPORATION Witness:
EXHIBIT A ARAPAHO ROAD EXTENSION· PHASE III SURVEYOR BOULEVARD TO ADDISON ROAD FEE PROPOSAL FOR RIGHT OF WAY· MAY 2001 Basic Services Final Design Paving, Drainage, and Utilities Indirect
Labor, OverheadHNTB Engineering Subtotal Profit and Contingency Out-of-Pocket Expense HNTB Subtotal Fee, Basic Services ARS See ARS Proposal Basic Services Fee $11,030 $16,975 $28,005
$4,201 $200 $32,406 $12,571 $44,977 Ph3-ROW-Fee.xls
ARAPAHO ROAD EXTENSION PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS PRELIMINARY DESIGN· DTM, ALIGNMENTS, TEMPLATES,CROSS-5ECTIONS, AND TCE'S HNTB Preliminary DeSign
$11,030 Projoct·see_ Manaoer Enoineer En inEier En ineer. CADD Clerical 􀁔􀁾􀁦􀁬􀁫􀀱􀀱􀁜􀀱􀁐􀀮􀁩􀁩􀁬􀁬􀁲􀁯􀀡􀁯􀀮􀁬􀁬􀁗􀁬􀀮􀀮􀁯􀀮􀀮􀁩􀁩􀁾􀁮􀀮􀁭􀁕􀀧􀁪􀁢􀁭􀀱􀀶􀁴􀀤􀀧􀀡􀁴􀁥􀁩􀁄􀁑􀁬􀁩􀁴􀁩􀁩􀁋􀁑􀁾􀀭􀁳􀀮􀁩�
�􀁩􀁑􀁩􀁩􀁳􀀡􀁩􀀡􀁊􀀮􀀩􀁾􀁡􀁾􀁣􀁅􀀡􀀮 1.1 Digital Terrain' Model .•' '.. " ........•.••• A. Imoort fround survey into aerial topo and merge in InRoads 4 12 B. Inout breaklines 2 24 16
C. Generate DTM I Check and Manipulate as needed 4 8 D. Generate contours 8 4 E. Field verification of DTM contours 4 4 4 F. Final corrections to DTM 4 8 16 16 1.2 A1ianments and Temolates
'. ....... '..." A. Review horizontal and vertical alignments of schematic 8 4 B. Update/Revise graphical alignments in InRoads software 2 8 C. Construct templates 16 16 D. Model templates
along horizontal and vertical alignments 24 40 E. Plot cross-sections and examine toe-of-slopes 8 F. Modify vertical alignment 4 4 8 G. Re-model templates along alignments 4 16 H. Establish
TCE limits at driveways and slopes 4 12 16 I. Meet with Town to review cross-sections and TCE's 4 4 2 J. Prepare exhibits for surveyor 2 2 16 2 K. QAlQC 4 4 1.3 Project Management and
QA\QC A. Review and approve subconsultant invoicing 4 B. Review TCE and Property Map submittals 8 C. Attend Meetings with Town 4 4 Task 1 Total Hours 4 36 94 178 76 4 Hourly Rate $54.00
$45.00 $33.00 $24.00 $23.00 $18.00 Direct Labor Cost $216 $1,620 $3,102 $4,272 $1,748 $72 .. Ph3-ROW-Fee.xls
ARAPAHO ROAD EXTENSION , PHASE III SURVEYOR BOULEVARD to ADDISON ROAD ESTIMATE OF MANHOURS TEMPORARY CONSTRUCTION EASEMENTS· ARS ENGINEERS, INC. 􀁲􀁡􀁳􀁫􀀱􀀷􀀮􀁷􀁰􀀻􀁡􀁤􀁬􀀨􀁩􀁐􀁏􀁩􀁦􀁾􀀤􀁦􀁴􀁦􀁖􀁪􀁃
􀀺􀀭􀁅􀁬􀀤􀁾􀀬􀁾􀁾􀁾􀁾􀁮􀁾􀀺􀂷 ";;.' A. Update Property Ownership.B. Prepare Parcel Plats and Descriptions for 15 TCEs F. Project Management and Administration G. Three 3 Each Plats and Descri lions, Electronic Files Task 7 Total Hours Houri Rate Direct
Labor Cost 24 $48.00 $1,152 $125 $0 $150 $60 $0 8 45 10 4 22 45 $90.00 $63.00 $1,980 $2,835 Labor Total 􀁾􀁾􀀣􀁪􀁾􀁲􀁩􀁾􀁾􀁳􀀺 􀁓􀁕􀁲􀁶􀁾􀁹􀁩􀁬􀀧􀁬􀁧 T0tell 8 100 5 113 $53.00 $5,989
o $105.00 $0 Admin 347 $40.00 $280 $12,236 $335 $12,571