From: DOUG JOHNSTON To: Slade Strickland and Ron Lee Date: 8/512003 Time: 3:22:32 PM Page 2 of2 ) Sprinkler and Landscape Company, Inc. Landscaping. Grass Establishment. Erosion Control.
Irrigation. Landscape Pavers. Concrete 5749 Watagua Road. Fort Worth. TX, 76148. Phone 817.577.4222 • Fax 817.485.1160 Estimate Number: 138 Bid Due Date: 08/05/2003 Date 08/05/2003 02:44:13
PM Reference BROOKHAVEN CLUB DRIVE MEDIANS We propose to furnish all labor, materials, equipment and services to perform the following on the above reference project. Item Description
Unit Quantity Rate Per Item Total # 1 INSTALL TWO-12 X 12 DRAIN EA BASINS, PUNCH INTO SIDE OF STORM DRAIN WITH A "I FT PIECE OF SEWER AI\ID DRAIN PIPE. THIS BID IS FOR $10.00 PER LF.
Notes Total $0.00 Landscaping Exclusions: 1. Watering is NOT included. 2. General Contractor to provide a water source at job site free of charge to J&J Sprinkler and Landscape. (Including
the cost of pumps, meters or any other expense of obtaining water at job site. 3. No topsoil placement, root, rock or debris pickup. 4. General Contractor is to provide all traffic control,
including all labor and devices. 5. J&J Sprinkler and Landscape Co., Inc. does not warranty any grass planted outside of its growing season. 6. This proposal may be withdrawn by us if
not accepted within thirty (30) days. 7. General Contractors to provide all electrical to Irrigation Controllers. 8. This estimate assumes that no rock will be encountered. Should rock
be encountered additional charges will apply. Sincerely, Doug Johnston
.' ... . .TOWN OF ADDISON PAYMENT'AUTHORIZATION,MEMO ;, '.' .. DATE: , , .' . ., Claim # ' .. .' .'. .. ...:'" . Vendor 􀁎􀁯􀁾 , . .'. ' .Vendor Name Address . , . ' 􀁾􀀮􀀬􀀺 '. ....
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Address , .0,4LLA--sJ' , TExAS' ,75"2 .3 (;.: 􀁾􀀧􀀢 􀀧􀀮􀁾,: ':, ,.'. 􀁟􀁾 ':. Address : .. '. '.􀁾􀁾􀀮􀀻 .. : . . , .. " .Zip Code . . .:.. :: ., ..'. ....... FUND DEPT OBJ PROJ SAC
(00) , (000) . (00000) (00000) (000) , .' .. , .' . ','. ' I , . 􀀮􀁾􀀮 􀁾􀀧􀀮 􀀢􀀧􀀺􀀢􀁾􀀺•.' , . 􀁾􀀮􀀺􀀮 '.: 􀁾 ". ...... 􀁾 􀀢􀁾􀀮􀀺􀀧 ..,', '. , AMOUNT' ($000,000.00) . : : ....
, .':. .,. : . ' . .,., , ... '.' '.: . .... : : .' EXPLANATION ,".."8􀁾􀂷􀁴􀁚􀁬1:::./0..􀁾􀁾􀀮 􀀧􀁾􀀮􀀧􀀮 􀀺􀀺􀁾􀀤􀀧􀁾􀀧􀁾􀀬 '-" ....:'. 􀂷􀂷􀁅􀁦􀁾􀁁􀀺􀁌 ,:-:..􀀺􀀺􀀺􀁾􀂷􀂷􀁾􀁴􀀺􀁦􀀷􀀺􀂷􀂷􀀮􀀰􀀮􀁙􀀺
􀁾􀁴􀀧􀂷􀀮􀂷 􀀺􀀺􀁾􀀢..:.:" :',:' .,". Ad .PVc .' 􀁃􀁯􀁾􀁾􀀻􀁣􀀮􀀮 􀂷􀁁􀀭􀁐􀀿􀁒􀁾􀁾􀁣􀀮􀀮􀀧 􀀧􀁯􀁾􀀧 􀀱􀁴􀀭􀀯􀁾􀀧􀀴􀀻􀀨􀁤􀁾􀀳􀀢􀀺 .......;.;. " . . .... 􀁦􀁩􀁾􀁾 Authorized Signature
Finance '. . .'. '; , ' ..
BARSON UTILITIES, INC. 5326 WEST LEDBETTER DALlAS, TEXAS 75236 214-941·9700 214-941-8533 FAX BUI JOB NO: 03·0007 CONTRACT AMT: $ 561,303.00 CHANGE ORDER: REVISED AMT' PRJ. NO: NIA ESTIMATE
PERIOD: FINAL-RETAINAGE OWNER: Town of Addison PROJECT: Brookhaven Club Sannary Sewer Line NUMBER OF DAYS: 95 DAYS W.O. DATE: 1-13-03 DAYS USED: 95 Days QTY UNIT UNIT CONTRACT THIS PREVIOUS
TOTAL. THIS VAL.UE ITEM DESCRIPTION MIS PRICE VALUE REQUEST WORK TO DATE ESTIMATE TO DATE 1 10" SEWER 30 LF $ 67.00 $ 2,010.00 0 $ · $ -2 10" SEWER BY DIRECTIONAL 1360 LF $ 234.00 $
318,240.00 1402 1402 $ · $ 328,068.00 3 6FT MANHOLE (SHEET#1 1 EA $ 17,675.00 $ 17,675.00 1 1 $ -$ 17,675.00 4 6FT DIA DROP MANHOLE 2 EA $ 11,015.00 $ 22,030.00 2 2 $ · $ 22,030.00 5
4FT DIA MANHOLE SHEETS) 1 EA $ 4,135.00 $ 4,135.00 ·2 2 $ · $ 8,270.00 6 6FT DIA MANHOLE @6+ 0 1 EA $ 17,475.00 $ 17,475.00 1 1 $ · $ 17,475.00 7 10" SEWER BY OPEN CUT 115 LF $ 74.00
$ 8,510.00 204 204 $ -$ 15,098.00 8 10" SEWER BY BORE 75 LF $ 193.00 $ 14,475.00 0 $ -$ -9 4FT DIA DROP MANHOLE 2 EA $ 4,185.00 $ 8,370.00 0 $ -$ -10 CONCRETE PAVEMENT 10 SY $ 24.00
$ 240.00 0 $ -$ -11 10" COCNRETE PAVEMENT 10 SY $ 82.00 $ 820.00 0 $ -$ -12 SOD 350 SY $ 5.00 $ 1,750.00 500 500 $ -$ 2,500.00 13 BARRICADES 1 LS $ 5,000.00 $ 5,000.00 1 1 $ -$ 5,000.00
14 TRENCH SAFETY 30 LF $ 1.00 $ 30.00 189 189 $ -$ 189.00 15 CLEANOUT 1 EA $ 320.00 $ 320.00 1 1 $ · $ 320.00 16 TRENCH SAFETY FOR BORE 1 L.S $ ·200.00 $ 200.00 1 1 $ -$ 200.00 17 TRENCH
SAFETY DESIGN 1 LS $ 400.00 $ 400.00 1 1 $ -$ 400.00 18 IRRIGATION REPAIR 1 LS $ 1,800.00 $ 1,800.00 1 1 $ · $ 1,800.00 19 TREE REMOVAL 8 EA $ 1,400.00 $ 11,200.00 8 8 $ · $ 11,200.00
20 UNDERWATER INSPECTION 1 LS $ 1,150.00 $ 1,150.00 1 1 $ · $ 1,150.00 21 CIPP 101D LF $ 47.00 $ 47,470.00 1010 1010 $ -$ 47,470.00 22 8FT CEDAR FENCE 300 LF $ 32.00 $ 9,800.00 300 300
$ -$ 9,600.00-23 REMOVE RED TIP PHOTENIA 1 LS $ 750.00 $ 750.00 1 1 $ · $ 750.00 24 I" HMAC OVERLAY 345 SY $ 17.00 $ 5,865.00 345 345 $ · $ 5,865.00 25 CLEARING AND RECONST OF 1 LS $
2,755.00 $ 2,755.00 1 1 $ · 􀁾 2,755.00 26 RESTORATION OF GREENHAVEN 1 LS $ 2,753.00 $ 2,753.00 1 1 $ · $ 2,753.00 27 RESTORATION OF MARSH LN 1 LS $ 3.805.00 $ 3,805.00 1 1 $ -$ 3,805.00
28 REMOVE REPLACE 4FT WIDE COBBLESTONE 100 LF $ 40.00 $ 4,000.00 100 100 $ -$ 4,000.00 $ &08,371,00 CHANGE ORDER NO.1 MANHOLE 6+70 38 VF $ 1,000.00 $ 38,000.00 38 36 $ -$ 38,000.00 TRENCH
SAFlEY MH 8+70 1 LS $ 5,675.00 $ 5,675.00 1 1 $ · $ 5,675.00 CHANGE ORDER NO.2 ELECTRIC LINE RELOCATION 1 LS $ 3,600.00 $ 3,800.00 1 1 $ · $ 3,800.00 CHANGE ORDER NO.3 DEMO SIGN AT MARSH
& BROOKHAVEN 1 LS $ 3,000.00 $ 3,000.00 1 1 $ -$ 3,000.00 TOTAL.C.O. S 48,476.00 􀁾 //􀁾 􀁾􀂷􀀳􀁙􀀮􀁴􀀩􀁾 TOTAL CONTRACT s 561,303.00 <:::.--.-VALUE TO DATE $ 556,846.00 BARSV S .-CONTRACTOR
DATE LESS PREVIOUS PAY $ .529,003.70 LESS RETAINAGE THIS REQUEST $ 27,842.30 .... A\I 111.111 􀁮􀁾 􀁬􀀢􀁬􀁴􀀢􀁮􀁾􀀢􀁔􀀬􀀮􀀮􀀮􀁮 ....... .,..r-/'C", STEVEN 1. CHUTCHIAN-ENGINEER A 􀁾
6(2..4/0 3 DATE
_S4'iiia,I" ,aili'i,1I 􀀰􀀶􀀯􀀲􀀵􀀯􀀲􀁾􀁡􀀳 15:28 FAX 2149418533 BARSON UTILITIES III 001 BARSON UTILITIES, INC. 5326 W.LEDBETTER DALLAS, TX 75236 214·941-9700 FAX 214-941-8533 PACSIMILE
TRANSMITTAL SHEET TO: Luke Jalbert-Project Manager C:OMl'ANY: Town. ofAddison PAX N17Mumt: 972-450-2837 I'HON£ NUMBER, 972-450-2860 RE: Brookhave:o Dub Sanitary Sewer Line Project PIl.OM:
Ramon E. Cano DhTB: 06-25-03 TOT"'. NO. or: 1'A(;'[I.<; 􀁉􀁎􀁕􀀮􀁕􀁏􀁬􀁾􀁃 COVER: 2 SUBJECT: Foundation Inspection at 3805 Wooded Crest. Farrnrt's 􀁂􀁲􀁡􀁮􀁾TX 75244 o tllWBNT mFOR REVIEW
I:J I'UASB COMMENT IJ PI.P.ASF. lum.Y NOTES/COMMENTS; Luke. D l'LEASli Rl:iCYCLE The attached document is for your information. I will m.ail the original via USPS. Call ifyou have questions
Ramon E. Cano 214-941-9700 ext 11
BARSON UTILITIES, INC. 5326 W. LEDBETrER. DALLAS,TX 75236 • 214-941-9700 • FAX 214-941-8533June 25, 2003 Town ofAddison Attn: Luke Jalbert Public Works Department P.O. Box 9010 Addison,
Texas 75001-9010 Re: Brookhaven Club Sanitary Sewer Line Improvements Sub: Foundation Inspection at 3805 Wooded Crest, Farmers Branch, TX 75244 by A&L Engineering & Consulting. Mr. Jalbert,
The foDowing information is for your review. It is in regards to the property ofBrian Sweeney, ofFarmer's Branch, Texas. A&L Consulting and Engineering, Inc. has been to the property
and has taken soil samples and has measured and inspected the homeowner's foundation at the above-mentioned address. Nick Manesh with A&L Engineering conducted the initial tests. FoDow-up
tests are to be done later this year to determine the condition ofthe homeowner's foundation. We will submit aD tests ofthis analysis to the City ofAddison, to your attention. Thank
You, Sam Laney
,J 􀁲􀁟􀁾􀁷􀁾􀁴􀁲􀁾􀀮􀂷􀁾􀁾􀁾􀁾 LP 􀁾 _ 􀁾􀁁􀀮􀀭􀀮􀁾􀁾 DATE SUBMITTED: June 16,2003 dVl FOR COUNCn. MEETING: June 24, 2003 Council Agenda Item: SUMMARY: This item is for final payment
and acceptance of improvements performed by Barson Utilities, Inc., for construction ofthe Brookhaven Club Sanitary Sewer Line Project. FINANCIAL IMPACT: Budgeted Amount: Final Construction
Cost: Source ofFunds: BACKGROUND: $550,000.00 $556,846.00 Funds are available from FY 2002-03 Water and Sewer Fund, as indicated in the Five Year Capital Replacement Program. The Public
Works Department established a need for the rehabilitation ofan existing 10" sanitary sewer main adjacent to Brookhaven Club Drive. In addition, a new 10" sanitary sewer main was constructed
at this location, in order to eliminate an aerial line that crosses Farmers Branch Creek, and to provide added wastewater flow capacity. A contract was awarded to Barson Utilities, Inc.
for construction ofthis project. The original contract price for these improvements was $512,828.00. The final construction cost ofthis project was $556,846.00, which represents a $44,018.00
increase from the original contract amount. The increased cost was substantially due to a $41,675.00 construction change order, which was the result of a field determination that an
additional 30 ft. deep manhole was necessary for future maintenance needs adjacent to an existing town home property. This manhole was in close proximity to the foundation ofthe town
home, and the contractor had to construct it in a limited work zone with low overhead power lines. Normal drilling equipment could not be used. Consequently, the manhole was hand mined
and new outer walls constructed in concrete lifts. In addition, this project included an incentive/disincentive provision, whereby; the contractor would be awarded $1,000.00 per day
for early completion ofthe project, to a maximum award of $25,000. The Town acknowledged the successful completion ofthe construction improvements within the contractual time limit.
However, the contractor did not qualify for any incentive payment. The contractor has submitted his Affidavit ofBills Paid, Consent of Surety Company to Final Payment, and One-Year Maintenance
Bond.
RECOMMENDATION: Staffrecommends that Council authorize final payment of$27,842.30 to Barson Utilities, Inc., and accept construction ofthe Brookhaven Club Sanitary Sewer Line Project.
BARSON UTILITIES, INC. 5326 WEST LEDBETTER DALLAS, TEXAS 75236 214-941-9700 214-941-6533 FAX BUI JOB NO: 03·0007 --../512,828.00 38,800.00 551.628.00 CONTRACT AMT: $ CHANGE ORDER: $
SEDAMT: $ PRJ. NO: NIA ESTIMATE PERIOD: FINAL-RETAINAGE OWNER: Town of Addison PROJECT: Brookhaven Club Sanitary Sewer Line NUMBER OF DAYS: 95 DAYS W.O. DATE: 1-13-03 _...... ---_. ---.._..
QTY UNIT UNIT COMTRACT THIS PREVIOUS TOTAL THIS VALUE ITEM DESCRIPTION MIS PRICE VALUE REQUEST WORK TO DATE ESTIMATE IODATE 1 10" SEWER 30 LF $ 67.00 $ 2,010.00 0 $ -$ -2 10" SEWER BY
DIRECTIONAL 1360 LF $ 234.00 $ 318,240.00 1442 1442 $ -$ 337,428.00 3 6FT MANHOLE SHEET#l 1 EA $ 17,675.00 $ 17,675.00 1 1 $ -$ 17,675.00 4 6FT DIA DROP MANHOLE 2 EA $ 11,015.00 $ 22,030.00
2 2 $ -$ 22,030.00 5 4FT DIA MANHOLE (SHEET 3) 1 EA $ 4,135.00 $ 4,135.00 2 2 $ -$ 8,270.00 6 6FT DIA MANHOLE @6+70 1 EA $ 17,475.00 $ 17,475.00 1 1 $ -$ 17,475.00 7 10" SEWER BY OPEN
CUT 115 LF $ 74.00 $ 8,510.00 208 208 $ -$ 15,392.00 8 10" SEWER BY BORE 75 LF $ 193.00 $ 14,475.00 0 $ -$ -9 4FT DIA DROP MANHOLE 2 EA $ 4,185.00 $ 8,370.00 0 $ -$ -10 CONCRETE PAVEMENT
10 SY $ 24.00 $ 240.00 0 $ -$ -11 10" COCNRETE PAVEMENT 10 SY $ 82.00 $ 820.00 0 $ -$ 12 SOD 350 SY $ 5.00 $ 1,750.00 500 500 $ -$ 2,500.00 13 BARRICADES 1 LS $ 5,000.00 $ 5,000.00 1
1 $ -$ 5,000.00 14 TRENCH SAFETY 30 LF $ 1.00 $ 30.00 208 208 $ -$ 208.00 15 CLEANOUT 1 EA $ 320.00 $ 320.00 1 1 $ -$ 320.00 16 TRENCH SAFETY FOR BORE 1 LS $ 200.00 $ 200.00 1 1 $ -$
200.00 17 TRENCH SAFETY DESIGN 1 LS $ 400.00 $ 400.00 1 1 $ -$ 400.00 18 IRRIGATION REPAIR 1 LS $ 1,800.00 $ 1,800.00 1 1 $ -$ 1,800.00 19 TREE REMOVAL 8 EA $ 1,400.00 $ 11,200.00 8
8 $ -$ 11,200.00 20 UNDERWATER INSPECTION 1 LS $ 1,150.00 $ 1,150.00 1 1 $ -$ 1,150.00 21 CIPP 1010 LF $ 47.00 $ 47,470.00 1010 1010 $ -$ 47,470.00 22 8FT CEDAR FENCE 300 LF $ 32.00
$ 9,600.00 300 300 $ -$ 9,600.00 23 REMOVE RED TIP PHOTENIA 1 LS $ 750.00 $ 750.00 1 1 $ -$ 750.00 24 1" HMAC OVERLAY 345 SY $ 17.00 $ 5,865.00 345 345 $ -$ 5,865.00 25 CLEARING AND
RECONST OF 1 LS $ 2,755.00 $ 2,755.00 1 1 $ -$ 2,755.00 26 RESTORATION OF GREENHAVEN 1 LS $ 2,753.00 $ 2,753.00 1 1 $ -$ 2,753.00 27 RESTORATION OF MARSH LN 1 LS $ 3,805.00 $ 3,805.00
1 1 $ $ 3,805.00 28 REMOVE REPLACE 4FT WIDE COBBLESTONE 100 LF $ 40.00 $ 4,000.00 100 100 $ -$ 4,000.00 $ 618046,00 CHANGE ORDER NO.1 MANHOLE 6+70 27 VF $ 1,000.00 $ 27,000.00 27 27
$ -$ 27,000.00 TRENCH SAFTEYMH 6+70 1 LS $ 5,000.00 $ 5,000.00 1 1 $ -$ 5,000.00 CHANGE ORDER NO.2 ELECTRIC LINE RELOCATION 1 LS $ 3,800.00 $ 3,800.00 1 1 $ -$ 3,800.00 CHANGE ORDER
NO.3 DEMO SIGN AT MARSH & BROOKHAVEN 1 LS $ 3,000.00 $ 3,000.00 1 1 $ -$ 3,000.00 TOTAlC.O. $ 38800.00 ../"/7/7 //U'.u 􀀭􀁖􀀯􀁦􀁦􀁾 t-/3-.::: TOTAL CONTRACT $ 551,628.00 VALUE TO DATE
$ 558,848.00 717(ILiTIES, INC.-CONTRACTOR DATE LESS PREVIOUS PAY $ 529,003.70 LESS RETAINAGE THIS REQUEST $ 27,842.30 􀁾􀁊􀀾􀁄􀁁􀁖􀁅􀀷􀀭􀁉􀁎􀁓􀁾 DATE ?1I3/o 􀁃􀀢􀀢􀁔􀀢􀁾􀁜􀁉􀁾􀀢􀀧􀀧􀀧
,...u.rrl .... UIA ... 􀀭􀀽􀁕􀁾􀁉􀀢􀁉􀁲􀀢􀁾􀁏 nAT':=
Council Agenda Item: II;2.0 SUMMARY: This item is for final payment and acceptance of improvements performed by Barson Utilities, Inc., for construction ofthe Brookhaven Club Sanitary
Sewer Line Project. FINANCIAL IMPACT: Budgeted Amount: Final Construction Cost: Source ofFunds: BACKGROUND: $550,000.00 $556,846.00 Funds are available frQm FY 2002-03 Water and Sewer
Fund, as indicated in the Five Year Capital Replacement Program. The Public Works Department established a need for the rehabilitation of an existing 10" sanitary sewer main adjacent
to Brookhaven Club Drive. In addition, a new 10" sanitary sewer main was constructed at this location, in order to eliminate an aerial line that crosses Farmers Branch Creek, and to
provide added wastewater flow capacity. A contract was awarded to Barson Utilities, Inc. for construction ofthis project. The original contract price for these improvements was $512,828.00.
The final construction cost ofthis project was $556,846.00, which represents a $44,018.00 increase from the original contract amount. The increased cost was substantially due to a $41,675.00
construction change order, which was the result of a field determination that an additional 30 ft. deep manhole was necessary for future maintenance needs adjacent to an existing town
home property. This manhole was in close proximity to the foundation of the town home, and the contractor had to construct it in a limited work zone with low overhead power lines. Normal
drilling equipment could not be used. Consequently, the manhole was hand mined and new outer walls constructed in concrete lifts. In addition, this project included an incentive/disincentive
provision, whereby; the contractor would be awarded $1,000.00 per day for early completion ofthe project, to a maximum award of $25,000. The Town acknowledged the successful completion
ofthe construction improvements within the contractual time limit. However, the contractor did not qualify for any incentive payment. The contractor has submitted his Affidavit ofBills
ofBills Paid, Consent of Surety Company to Final Payment, and One-Year Maintenance Bond. RECOMMENDATION: Staffrecommends that Council authorize final payment of $27,842.30 to Barson
Utilities, Inc., and accept construction ofthe Brookhaven Club Sanitary Sewer Line Project.
QTY UNIT UNIT CONTRACT THIS PREVIOUS TOTAL THIS VALUE ITEM DESCRIPTION MIS PRICE VALUE REQUEST WORK TO DATE ESllMATE TO DATE 1 10" SEWER 30 LF $ 67.00 $ 2,010.00 0 $ -$ -2 10" SEWER
BY DIRECTIONAL 1360 LF $ 234.00 $ 31B,240.00 1442 1442 $ · $ 337,428.00 3 6FT MANHOLE (SHEET#1) 1 EA $ 17,675.00 $ 17,675.00 1 1 $ · $ 17.675.00 4 6FT CIA DROP MANHOLE 2 EA $ 11,015.00
$ 22,030.00 2 2 $ -$ 22,030.00 5 4FT CIA MANHOLE (SHEET 3) 1 EA $ 4,135.00 $ 4,135.00 2 2 $ -$ 8,270.00 6 8FT DIA MANHOLE @6+70 1 EA $ 17,475.00 $ 17,475.00 1 1 $ -$ 17,475.00 7 10"
SEWER BY OPEN CUT 115 LF $ 74.00 $ 8,510.00 208 206 $ -$ 15,392.00 6 10" SEWER BY BORE 75 LF $ 193.00 $ 14,475.00 0 $ · $ · 9 4FT DIA DROP MANHOLE 2 EA $ 4.185.00 $ 8,370.00 0 $ -$ -10
CONCRETE PAVEMENT 10 SY $ 24.00 $ 240.00 0 $ -$ · 11 10"COCNRETE PAVEMENT 10 SY $ 82.00 $ 820.00 0 $ -$ · 12 SOD 350 SY $ 5.00 $ 1,750.00 500 500 $ -$ 2.500.00 13 BARRICADES 1 LS $ 5,000.00
$ 5,000.00 1 1 $ -$ 5,000.00 14 TRENCH SAFETY 30 LF $ 1.00 $ 30.00 208 208 $ -$ 208.00 15 CLEANOUT CLEANOUT 1 EA $ 320.00 $ 320.00 1 1 $ -$ 320.00 16 TRENCH SAFETY FuR BORE 1 LS $ 200.00
$ 200.00 1 1 $ -$ 200.00 17 TRENCH SAFETYDESIGN 1 LS $ 400.00 $ 400.00 1 1 $ -$ 400.00 18 IRRIGATION REPAIR 1 LS $ 1.600.00 $ 1,800.00 1 1 $ · $ 1,800,00 19 TREE REMOVAL 8 EA $ 1.400.00
$ 11,200.00 8 8 $ -$ 11,200.00 20 UNDERWATER INSPECTION 1 S $ 1,150.00 $ 1.150.00 1 1 $ -$ 1,150.00 21 CIPP 1010 LF $ 47.00 $ 47;470.00 1010 1010 $ -$ 47,470.00 22 8FT CEDAR FENCE 300
IF $ 32.00 $ 9,600.00 300 300 $ · $ 9,600.00 23 REMOVE RED TIP PHOTENIA 1 LS $ 750.00 $ 750.00 1 1 $ -$ 750.00 24 1" HMAC OVERLAY 345 SY $ 17.00 $ 5,865.00 345 345 $ -$ 5,865.00 25 CLEARING
AND RECONST OF 1 LS $ 2,755.00 $ 2,755.00 1 1 $ -$ 2,755.00 26 RESTORATION OF GREENHAVEN 1 LS $ 2,753.00 $ 2,753.00 1 1 $ · is 2,753.00 27 RESTORATION OF MARSH LN 1 LS $ 3.805.00 $ 3,805.00
1 1 $ -$ 3,805:00 28 REMOVE REPLACE 4FT WIDE COBBLESTONE 100 LF $ 40.00 $ 4,000.00 100 100 $ -$ 4,000.00 $ 618,048.00 CHANGE ORDER NO.1 MANHOLE 6+70 27 VF $ 1.000.00 $ 27,000.00 27 27
$ -$ 27,000.00 TRENCH SAFTEYMH 6+70 1 lS $ 5.000.00 $ 5,000.00 1 1 $ -$ 5,000.00 CHANGE ORDER NO.2 ELECTRIC UNE RELOCATION 1 LS $ 3,800.00 $ 3,800.00 1 1 $ -$ 3.800.00 CHANGE ORDER NO.3
DEMO SIGN AT MARSH & BROOKHAVEN 1 LS $ 3,000.00 $ 3,000.00 1 1 $ -$ 3,000.00 TOTALC.O• $ 38800.00 ./"/7////#'//􀀭􀁖􀀯􀁦􀁦􀁾 t-/3-c: TOTAL CONTRACT $ 551,828.00 VALUE TO DATE $ 556,846.00
'-77/"(IUTIES, INC.-CONTRACTOR DATE LESs PREVluUS PAY $ . 529,003.70 LESS RETAINAGE THIS REQUEST $ 27,842.30 ""a"ro IAnl rIor'" 1.. I""nr-",...."'.... 􀁉􀀢􀀧􀁜􀁁􀀧􀁔􀁾 OWNER: Town of
Addison PROJECT: Brookhaven Club Sanitary Sewer LIne NUMBER OF DAYS: 95 DAYS W.O. DATE: 1-13-03 DAYS USED: 95 Days 􀁁􀀭􀀭􀀧􀁬􀀢􀁾 STEVEN Z. 􀁃􀁾􀁃􀁈􀁉􀁁􀁎􀀭 ENGINEER BARSON UTILITIES.
INC. 5326 WEST LEDBETTER DALLAS, TEXAS 75236 214-941-9700 214-941-8533 FAX ESTIMATE PERIOD: FINAL-RETAlNAGE (Pit3/(1) DATE BUI JOB NO: 03-0007 PRJ. NO: NIA CONTRACT AMT: $ CHANGE ORDER:
$ REVISED AMT: $ 512,626.00 36,800.00 551.626.00 -----" ,􀁾􀁾
Noo I§jI BARSON UTILITIES. L'IlC. 5326 INEST LEDBETIER DAUAS. TEXAS 75235 214-941-9700 214-941-85S3FAX BUI JOB NO: 0$00007 􀀢􀀧􀁾􀁾 􀁾􀂷􀁾􀀺􀀻􀁴􀁾 􀁾􀁗􀀱􀁬􀁄􀁬􀁳􀁰􀁥􀁣􀁔􀁴􀀺􀁫􀁌􀁾 STEVEN
Z. 􀁃􀁈􀁏􀁔􀁾􀁎􀀭 ENGINEER ESTIMATE PERIOD: FINAL·RaTAINAGE 􀁾􀁲 $ 5,676.00 \ S 2,753.00 35,000.00 3,1I05.00 2,155.00 27.842.30 400.00 2::'500.00 1.600.00 5,868.00 189.00 􀁾􀀬􀁏􀁬􀁬􀁬􀁬􀀮􀁏􀁏
5.675.00 S,OOO.OO 3.000.00 1.150,00 a2Ma !!.600.oD 􀀶􀀮􀀲􀀱􀁏􀁾􀀰􀀰 3,800.00 750.00 48.41s.oo 200.00 n.200.00 22.030.00 47.470.00 17.475.00 17.675.00 15.096.00 561,303.00 529.003,70
501,371.00 561,303.00 :\28.068.00 556.846,00 VAL.UE TO !lATE s$􀁾$$$$$$$$$$$$$s$.$ l$$.$ $fif if .$ l$if TrT IS TOTAL C.O. I s THIS ESTIMATE $$$$.$ $$$$f.$ $$fl􀁾$fs$s$.$ $is ss$$$$
CONTRACT AMT: $ CHANGE ORDER: REVISED A!;!!: oo 22: ooo B 36 100 PRJ.NO:NlA 300 345 SOO 189 204 1010 1402 TOTAL TOllATE VAWE TO DATE THIS REQUEST LESS PREVlmfs PAY TOTAl CONTAAC lESS
RETAINAGE 2 36 2: 8 345 soc 204 100 189 300 1 1010 1402 PREVIOU-S WORK '\lIIS REQUEST 3,800.00 5.675.00 3.000;00 9,BOD,00 750.00 2.755.00 4,000.00 3,805.00 2,763.00 􀁾􀀮􀁡􀁯􀁯􀀮􀁯􀁯
1.750-:-00 5.000.00 400.00 240.00 8,510.00 􀀲􀀬􀀰􀀱􀀰􀁾􀁃􀁊􀁑 62.0.00 30.00 200.00 320.00 8.370.00 1,150.00 4,135-:00 5.11S5.oo 38,000.00 47;470.00 11,200.00 17,475.00 14.475.00 22,030.00
17.675.00 318,240.00 OATE 6,h4-ICJ3 DATE CONTRACT VALUE UNIT PRICE $ 1.400.00 \ $ $ 4;135.00 I $-S-2,753.00T$ $ 3,805.00 I $ is 74.00 1$ $ 5.00 I$' $ 1.001 S ,-zoo.ooT$ $ 2.755.00 I
$ SI,1SO.00TS $-32.00 1$ -$-40.00 1$ r-47.ooTs $ 5,000.00 I $ -$-400.ooT$ $ 234.00 I $ 5 320.00 I $ $ 11.015.00 I $ S 4.185.00 \ S $ 62.001$ -$-750.00 I $ $-24.001$ 5-193.001 $ 517.475.00
1$ $ 17.675:00 n $ 67.00 I $ I $ 1,800.00 I $ IS 17.00 I .$ 􀁬􀁓􀁾􀀸􀁏􀁏􀀮􀀰􀀰 I $ lS"'!S-3.000.00 I $ 36 VFT$ \,000.00 I $ B I EA I r-EA 1 I I:S 11LS 111:5 10lSY 30 I-LF 11"l:S lOT-SY
1----rL:S 1 I LS 2.-I -EA 75 I LF 1-! -EA 2, EA 1-t EA 􀁾􀁾1 \-LS 1lLS so I -IF 100 I LF 3Qll I -LF 345 l----s'f 1151 LF 350 I SY 􀁾􀁌􀁆 QTY( UNIT MIS 1360 I LF lll"CO-CNRETE PAVEMEN,
RESTORATION OF GREENHAVEN IRRIGATION REPAIR CLEARING AND RECDNST OF 10"SEWER BY SORE 8fT C-EDARFENCE RESTORATION OF MARSH L.N REMOVE RED TIP PH<llCNIA BARRICADES \0' SEWER BY DiRECTIONAl
1" HMAC OVERLAY TRENCH SAFE-TY FOR BORE RENCH SAFETY DESIGN SOD 4FT CIA DROP MANHOLE -//DEMO SIGN AT MARSH & BROOKHAVEN REMOVE REPLACE 4FT WIDE COBBLESTONE CHAMGE ORDER NO,1 Clf'P CONCRETE
PAVEMENT TREEREMOVA( 4FT DIA MANIiOCElSHEET 3' CHANGE ORDER. NQ.2 6FT DIA DROP MANHO[E CRANGE ORDER 1/0.3 ELECTRIC LINE RELOCATION MANHOLE 6+70 TRENCH SAFETY UNDERWATERINSPECTION TRENCH
SAfTEY MH 6+70 CLEANOUT DESCRJPTION 6FT MANHOLE (SHEEnt) 8FT DlA MANHOLE @6+711 OWNER: Town of Addison PROJECT: Brookhaven Club SanItary Sewer Line NUMBER OF DAYS: S5 DAYS W.O. DATE:
1-13.03 DAYS USED: 95 Davs 10'SEWER BY OPEN CUT 'lO"SEWER 89" 23 422 IS 26 zs 27 2. 624 5li 􀁾320 18 19 2:1 16 12 17 14 ., 10 13 ITEM 􀁾􀁾q< on N.... 􀁾􀁾on .0..0. q< 'q"< .... NtI.l
.r..t.:.l .E.o.-<. ......<. 􀁾:z: otI.l 􀁾I'l:l 􀁾oo N........ N..... co o r---f! p
􀀷􀀱􀁾􀀯􀀯􀀭􀀯 Council Agenda Item: IIR //SUlVIMARY: This item is for the award ofa contract to Jim Bowman Construction Co., L.P., in the amount of $438,778. 10, for construction ofthe
Inwood/South Quorum Access, Phase IT: Inwood Connection Project. FINANCIAL lMPACT: Budgeted Amount: Construction Cost: BACKGROUND: This project is funded from a $3.6 million bond issue.
$2.225 million has been spent to date, leaving $1.375 to complete Phase IT ofthe project. $438,778.10 Phase I ofthis project, which connects South Quorum Drive and Landmark drive with
a . roadway into the Princeton and Wellington Buildings, was previously completed. Phase IT ofthe project will connect South Quorum and Landmark Drives to Inwood Road, and includes a
crossing ofthe DGNO Railroad. The firm ofParsons Transportation Group, Inc. prepared engineering plans and specifications for construction ofthese improvements. Attached is a bid tabulation
for this project. The bid proposal for construction was structured to provide an incentive/disincentive method of bidding the improvements. Specifically, each bid submitted was required
to consist oftwo parts whereby: a. The Contractor submits a standard bid (A), which is the summation ofthe products ofthe estimated quantities shown in the proposal, multiplied by their
bid unit prices. b. In addition, the Contractor submits a time bid (B), which is the product ofthe number of calendar days required to construct the project, determined by the Contractor,
and the Daily Value established by the Town. The Daily Value was established in the contract at $1,000. The number ofcalendar days is intended to include inclement weather, holidays,
etc. The lowest bid (Total) for award ofthe contract was determined as the lowest sum ofthe standard bid (A) plus time bid (B). The contract establishes the actual contract amount
) for payment to the successful contractor to be the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded an
incentive payment if construction is completed prior to the number ofcalendar days he submitted. The total amount ofthe incentive is the product ofthe Daily Value ($1,000) and number
of days the Contractor completes the project prior to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product
of the Daily Value ($1,000) and amount oftime that the Contractor exceeds the established contract time. The total incentive payment cannot exceed $25,000. However, there is no limit
to the amount of disincentive reduction (same as liquidated damages) from the Contractor's final payment that the Town will impose for going over the contract time limit. Jim Bowman
Construction Co, L.P. submitted the lowest Total bid (A + B), in the amount of $578,778. 10 and 140 calendar days. The actual amount ofthe standard bid (A) recommended for award is $438,778.10.
This amount is within the engineering estimate of $450,000. In addition, the Engineer estimated that it would take approximately 150 calendar days to complete a project ofthis magnitude
and complexity. The number ofcalendar days submitted by Jim Bowman Construction Co. L.P. (140 calendar days) represents a potential reduction oftotal construction time by approximately
10 days. The contractor is well known and has completed many successful projects for the Town of Addison. RECOMMENDATION: Staffrecommends that Council authorize the City Manager to enter
into a contract with Jim Bowman Construction Co., L.P., in the amount of $438,778. 10, for the Inwood/South Quorum Access, Phase IT: Inwood Connection Project.
Inwood/South Quorum Access phase II: Inwood-Connection BID NO 03-20 DUE: June 10, 2003 2:30 PM 'E ... "0 >< ca ca C en "0 "0 .!!>o C C en cacao Bid 5"0 􀁾􀁾 ;!.co BIDDER SIGNED Bond
a1 <C en .-m"' o Total (A+B) __ m u"O _ca ... Rebcon y y y. $477,482.40 120 $120000.00 $597482.40 Tiseo y y y $474,224.80 120 $120,000.00 $594,224.80 Jim Bowman y v y $438,778.10 140
-$140,000.00 $578,778.10 Gibson and Associates y y y $510,207.69 100 $100000.00 -$610,207.69 EdA Wilson y y y $493868.85 180 $180,000.00 $673,868.85 rrluruJv )juh Minok SUh, Purchasing
Coordinator 􀁃􀁾􀁨􀁾 Corey Gayden, Witness 􀁾􀀭􀀺􀀡􀀯􀀮 􀁾􀁾----. \􀁾
...., .: ".:" Claim # . .. . ... ) ....:...􀀺􀁾􀀮 :>􀁾􀁜􀀮􀀺􀀺􀀢􀀺􀀮􀀺 .':.:' '. .. . . TOWN OF ADDISON .: . .:..􀁜􀁲􀁾􀀺􀂷􀀺􀀮􀀺􀀺..:' .. :>..;:: . PAYMENT AUTHORIZATION'MEMO .....
,' .. ,...... . . .' ..􀂷􀀺􀂷􀀺􀀻􀀺􀀺􀂷􀀯􀁾􀁊􀁩􀀬􀀻􀁾􀀻􀀩􀀺􀀻􀁬􀁾􀀺􀀺􀁴 􀁾􀀺􀀺􀀺􀀧􀀺􀁪􀁻􀁾􀁜􀀺􀀼 '... .'. 􀁃􀁾􀁥􀁣􀁫 $":.> 􀁊􀁊􀀮􀀯􀁾􀀮􀀩􀀬􀀬􀀺􀀧􀁬􀁆􀀭􀀴􀁾􀁊 􀀮􀁾􀁾􀀿CJ ".>. Vendor.
No;.'. .. ..... . 􀀮􀀻􀀻􀁾􀀩􀁻􀀡􀂷􀀮􀁾􀁴􀂷􀁪􀀺􀀻􀁾􀀿􀀺􀁴􀂷􀁟..... 􀁟􀁾 -.,__􀁾􀀮􀀮􀀭􀀭􀀭􀀭􀁩􀀭􀁾__􀀧􀀻􀀢􀀢􀀢􀀧􀀻􀀧􀁟􀀧􀀭􀀢􀀧􀀻􀀻􀀻􀀧􀀻􀀢􀀧􀀻􀀢􀀢􀀢􀀺􀀢􀀢􀀭􀁾􀁟':;'" , 􀂷􀀯􀀳􀁁􀁾􀁓􀁾􀁾
. 􀀧􀁃􀀯􀀷􀀷􀁾􀁻􀀧􀁩􀁴 8 ..; 􀁩􀀭􀀺􀁺􀀻􀀮􀁾􀂷􀀻􀁽􀀼􀀮􀂷􀀮􀀺􀀺􀁌􀁾􀀢􀂷􀂷􀀧􀀮􀀺􀂷􀀺􀂷 \:>: . Vendor Name " . . .'DATE: Address S32.? . . w. .LEDJ3 􀁅􀀯􀁔􀁆􀀧􀀢􀁾 . -:;. " . ..... . , 􀀧􀁾...
: ", . ,',' .. , ." Address Address DA-LG-'1s " '.: ......: 7S23b··.·.' '. • 􀁾 "0, ·Zip Code . " . ":' . :: ',. " ... . . ',-. .' . ',' . FUND DEPT OBJ PROJ SAC (00) . (000)' (00000)
(00000) (000) 11'1: 2q.2, ItJ ..' .. '. . ", .... .'. 􀁾􀀧􀀮 ":.":: " :....: . " 􀀢􀁾 . ... ' .. .. " . AMOUNT' ($000,000.00) , " .. ,'.". : , ,':... . " .. '. . ., '. 􀁾 : -, ' . .
. . .' EXPLANATION .'.' 􀀮􀀨􀁾 􀁾􀀺􀁻􀀻􀁃􀁩􀁯􀀻􀀻􀀢􀀧􀀮 '. 􀂷􀀮􀀻􀀻􀁆􀂷􀂷􀀮􀁾􀂷􀀮􀀺􀀺􀂷 􀁩􀀳􀁒􀀮􀂢􀁊􀁫􀀮􀁴􀁦􀁁􀁾􀂷􀂷􀁾􀀬 􀀮􀀺􀀧􀀻􀀻􀁦􀁾􀀮􀁾􀀺􀁥􀀺􀁥􀀻􀀾􀀺􀀢􀁾􀁾􀀭􀀺􀀭􀀺􀀢􀀺􀀢􀀢􀀺􀀺􀁾􀀧􀀧􀀭􀁜􀁾􀀧􀀺􀀧
.,'. f2eM B 􀀢􀁦􀀧􀀻􀁥􀁃􀁦􀁊􀂷􀁾􀂷􀀭􀀻􀀮 ".,. .' ..,,-.-,.: 􀀧􀀮􀁾 >:.:;-. -:.. ;. ..... Authorized Signature Finance . '-. ":
BARSON UTILITIES, INC. 5326 WEST LEDBETTER DALLAS,TEXAS 75236 214-941-9700 214-941-8533 FAX BUI JOB NO: 03·0007 􀀧􀀬􀁾 .... 512,828.00 36,800.00 551.628.00 CONTRACT AMT: $ CHANGE ORDER:
$ REVISED AMT: $ PRJ. NO: NIA ESTIMATE PERIOD: Estimate No: 3 April " 2003 to April 30, 2003 OWNER: Town of Addison PROJECT: Brookhaven Club Sanitary Sewer Line NUMBER OF DAYS: 95 DAYS
W.O. DATE: 1-13-03 DAYS USED: 78 Days QTY UNIT UNIT CONTRACT THIS PREVIOUS TOTAL THIS VALUE ITEM DESCRIPTION MIS PRICE VALUE REQUEST WORK TO DATE ESTIMATE TO DATE 1 10' SEWER 30 LF $
67.00 $ 2,010.00 0 $ -$ -2 10" SEWER BY DIRECTIQNAL 1360 LF $ 234.00 $ 318,240,00 1442 1442 $ -$ 337,428.00 3 6FT MANHOLE (SHEET#l) 1 EA $ 17,675.00 $ 17,675.00 1 1 $ -$ 17,675.00 4
6FT DIA DROP MANHOLE 2 EA $ 11,015.00 $ 22,030,00 2 2 $ -$ 22,030.00 5 4FT DIA MANHOLE (SHEET 3) 1 EA $ 4,135.00 $ 4,135.00 2 2 $ -$ 8,270.00 8 6FT DIA MANHOLE (1ll6+70 1 EA $ 17,475.00
$ 17,475.00 1 1 $ 17,475.00 $ 17,475.00 7 10" SEWER BY OPEN CUT 115 LF $ 74.00 $ 8,510,00 208 208 $ --$ 15,392.00 8 10" SEWER BY BORE 75 LF $ 193.00 $ 14,475.00 0 $ -$ -9 4FT DIA DROP
MANHOLE 2 EA $ 4,185.00 $ 8,370.00 0 $ -$ -10 CONCRETE PAVEMENT 10 SY , 24.00 $ 240.00 0 $ -$ -11 10" COCNRETE PAVEMENT 10 SY $ 82.00 $ 820,00 0-$ -$ -12 SOD 350 SY $ 5,00 $ 1,750.00
500 500 , -$ 2,500.00 13 ARRICADES 1 LS $ 5,000,00 $ 5,000.00 1 1 $ -$ 5,000.00 14 TRENCH SAFETY 30 LF $ 1.00 $ 30.00 208 208 $ -$ 208.00 15 CLEANOUT 1 EA $ 320.00 $ 320.00 1 1 $ -$
320.00 16 TRENCH SAFETY FOR BORE 1 LS $ 200.00 $ 200.00 1 1 $ -$ 200.00 17 TRENCH SAFETY DESIGN 1 LS $ 400.00 $ 400.00 1 1 $ -$ 400.00 18 IRRIGATION REPAIR 1 LS $ 1,800.00 $ 1,800.00
1 1 $ 1,800.00 $ 1,800.00 19 TREE REMOVAL 8 EA $ 1,400.00 $ 11,200.00 8 8 $ -$ 11,200.00 20 UNDERWATERINSPECTION 1 LS $ 1,150.00 $ 1,150.00 1 1 $ -$ 1,150.00 21 CIPP 1010 LF $ 47.00 $ 47,470.00 1010 1010 $ 47,470.00 $ 47,470.00 22 8FT CEDAR FENCE 300 LF $ 32.00 $ 9,600.00 300 300 $ 9,600.00
$ 9,600.00 23 REMOVE RED TIP PHOTENIA 1 LS $ 750.00 $ 750.00 1 1 $ 750.00 $ 750.00 24 1" HMAC OVERLAY 345 SY $ 17.00 $ 5,865.00 345 345 $ 5,865.00 $ 5,865.00 25 CLEARING AND RECONST
F 1 LS $ 2,755.00 $ 2,755.00 1 1 $ -$ 2,755.00 26 RESTORATION OF GREENHAVEN 1 LS $ 2,753.00 $ 2,753.00 1 1 $ 2,753.00 $ 2,753.00 27 RESTORATION OF MARSH LN 1 LS $ 3,805,00 $ 3,805.00
1 1 $ 3,805.00 :Ii 3,605.00 26 REMOVE REPLACE 4FT WIDE COBBLESTONE 100 LF $ 40.00 $ 4,000.00 100 100 $ 4,000.00 $ 4,000.00 $ 618048.00 CHANGE ORDER NO.1 MANHOLE 6+70 27 VF $ 1,000.00
$ 27,000.00 27 27 $ 27,000.00 $ 27,000.00 TRENCH SAFTEY MH 6+70 1 LS $ 5,000.00 $ 5,000.00 1 1 $ 5,000.00 $ 5,000.00 CHANGE ORDER NO.2 ELECTRIC LINE RELOCATION 1 LS $ 3,800.00 $ 3,600.00
1 1 $ -$ 3,800.00 CHANGE ORDER NO.3 DEMO SIGN AT MARSH & BROOKHAVEN 1 LS $ 3,000.00 $ 3,000.00 1 1 $ -$ 3,000.00 ./' "./) TOTALC.O• $ 38,800.00 --.//////-//VP 􀀧􀀭􀀭􀀭􀀭􀀯􀀣􀀯􀁾 h-/3-63
TOTAL CONTRACT $ 551,626.00 VALUE TO DATE $ 558,646.00 􀁾􀁬􀀧􀁔􀁉􀁅􀁓􀀧􀁉􀁎􀁃􀀮􀀭􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒 DATE LESS PREVIOUS PAY $ 409,761.60 -/I LESS RETAINAGE $ 27,842.30 THIS REQUEST
$ 119,242.10 􀀢􀀧􀁁􀁁􀀧􀁾􀀧􀀢 .AII..... 􀁾 ... , .......... ,., .....,., ... ....A-rr" 􀀧􀁾􀁾􀀮 􀁾􀀱􀁲􀀳􀀯􀁣􀀿 3 DATE
;:; has been satisfactorily completed and that all bills for materials, apparatus, fIxtures, machinery and labor used in connection with the construction of this project have, to the
best ofmy knowledge and belief, been fully paid. (project No.) STATE OF TEXAS who, being Barson Utilities, Inc. Ronald E. Barson (full name ofContractor as in contract) CONTRACTOR'S
AFFIDAVIT OF BILLS PAID SECTION BP and that the contract for the construction ofthe project, designated as Brookhaven Club Sanitary Sewer Line (Bid No. 02-45) Personally, before me the
undersigned authority, on this day appeared duly sworn, on oath, says that he is a legal representative of COUNTY OF DALLAS Iq􀁾I IIIIIII Signature: Ronald E. Barson President IIIIIIII
Sworn to and subscribed before me this &( RAMON E. CANO MY COMMISSION EXPIRES APRIL 6. 2005 j:\clerical\addison\l999-123 mlBh Ianelsanitary sewer\spe<:s\cnnlrnct'bp-l.doc Title day of__:Ji"'----v.:-t
J-=c'---__􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀁾 z,CS'o a Notary Public in and for 􀁾􀀬􀁦􀁉 L.-LA 5' BP-2 County, Texas
---ADDiSON PUBLIC WORKS DEPARTMENT (972) 450-2871 FAX (972) 450-2837 .® Post Office Box 9010 Addison, Texas 75001-9010 April 29, 2003 Mr. Sam D. Laney Barson Utilities, Inc. 5326 W.
Ledbetter Dallas, Texas 75236 Re: Brookhaven Club Sanitary Sewer Line Improvements Dear Mr. Laney: 16801 Westgrove Please accept this correspondence as receipt of your request for additional
calendar days to the original contract for the above mentioned construction improvements. Although Section R ofthe Instruction to Bidders specifically states that no provisions will
be made for extending the date of completion beyond the original contract start date, the Town of Addison also has the right to increase the total number of days. Consequently, the Town
shall recognize an increase of calendar days to the original contract, with a final completion date ofMay 6,2003. All remaining construction activities beyond this date, including punch
list items, will subject your company to the disincentive provisions of the original contract. The disincentive rate was established at $1,000.00 per day. Should you have any questions,
please contact me at 972-45p-2886 Sincerely, 􀁾􀁊􀁴􀁫􀁌 Steven Z. Chutchian P.E. Assistant City Engineer
· ) Barson utilities, In.e.. · 5326 W Ledbetter • Dallas, Texas 75236 April 25, 2003 Town of Addison 16801 Westgrove Drive Addison,TX 75001-9010 ATTN: Mr. Luke A. Jalbert RE: Brookhaven
Club Sewer-Contract days Dear Luke: ) Tel: 214-941-9700 Fax: 214-941-8533 Here is what I have for additional days thus far, from February 17th to February 27th we were delayed while
reengineering was being completed at the comer of Marsh and Brookhaven, from February 24th to March 20th we incurred delays while waiting on an electrical line to be relocated at Sta.6+70.
With the contract start date of January 6, 2003 and 95 calendar days on the original contract adding the 32 additional days places the contract expiration date at May 12th. Sincerely,
Sam D. Laney
LETTER OF TRANSMITTAL \' 􀁅􀁎􀁇􀁉􀁎􀁅􀁅􀁒􀁴􀁾􀀧􀀱􀀧􀁨CONSULTING SERVICES, LTn.) 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 :::::::(FAX)392-1)102 April 3,2003
Town of Addison PO Box 9010 Addison, TX 75001-9010 ATfN: Mr. Luke Jalbert We are enclosing: ---X...-Materials Engineering Division Reports ---X...-For your use ---X...-As requested ENCL:
RE: Brookhaven Club Drive (Manhole) ECS Job # 19:3343 Pennits: Location: 3748 Brookhaven Club Drive-Bldg. E Addison, TX Field Report # 1 04/02/2003 Construction Materials Manager
ENGINEl._1NG CONSULTING SERVICES, L _ J. 1.00 0.25 0.00 1.25 0.00 19:3343 1Wednesday 04/02/2003 FIELD REPORT Project No. Report No. Day & Date Weather On-Site Time Lab Time Travel Time·
Total Reinsp.Time Brookhaven Club Drive (Manhole) Addison, TX Town of Addison Project Location Client Remarks 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX)
392-0102 ==== Trip Charges* Chargeable Items Tolls/Parking* Mileage· Time of Arrival Departure 08:00A 09:00A * Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted. Drilled Coring Operation: The undersigned arrived on site, as requested,
to core hardened concrete for compressive strength testing in our laboratory. 3 cores were taken from the manhole floor to verify the consolidation ofthe concrete present in the structure.
The drilled cores indicated voids beneath the surface ofthe floor. Please refer to the attached photos of the drilled cores. By Mikhail Kodesh 1700
."/April 2, 2003 To: Barson Utilities 5326 Ledbetter Dallas, Texas 75236 RE: Brookhaven club Sanitary Sewer Manhole Base at station 6+70 As you know, we have been concerned about the
quality of the concrete poured at the base of the above referenced manhole. The concrete had exceeded 1.5 hours after having been placed in the mixer, was very stiff, and it took about
2 additional hours to complete the pour. Our inspector noted vibration was not effective in consolidating the rapidly setting concrete. As a result, three cores were taken from the base
ofthe referenced manhole. These cores were taken on April 2, 2003, by Engineering Consulting Services, LTD, 4950 Keller Springs Road, Suite 480, Addison Texas, and are available for
your inspection. The cores show serious honeycombing in the concrete, and, as a result, we are rejecting the manhole base. This is to direct you to remove the manhole base and re-pour
the base. We also suggest you modify your construction methods such that the concrete can be placed in in a timely manner. Please have concrete cylinders prepared at your next pour for
routine testing. Please call Luke Jalbert at 972-450-2860 or Steve Chutchian at 972-450-2886 if you have any questions. Sincerely, Michael Murphy Director of Public Works, Town of Addison
_&¥iIt¥iPJ:i.I,.. 03!.?1I20Q.;l 14: 28, fAX 2149418533 BARSON UTILITIES 􀁾􀀰􀀰􀀳 5326 W Ledbetter • Dallas, Texas 75236 March 21. 2003 Tel: 214-941·9700 Fax: 214-941·8533 RE: Brookhaven
Club Sewer Work Propos81-Sign Demo -􀀨􀁖􀁜􀁾􀀮􀀮􀀮􀁬􀁕􀁦􀁊􀁜􀁅􀁜􀀭􀁴 \ 􀁾 􀁢􀁾 '"De:<"1 0 ATTN: Mr. Luke Jalbert Work proposal description: Demo sign at Marsh and Brookhaven Club. Total:
53,000,00 x date
.' . . -. " DATE: Vendor Name Address Address Address Zip Code l , ! Claim # ' .....-􀀢􀀮􀀺􀀮􀁾 : '/.-: '.....:..: ... ' .􀁾􀀺 ... ;; 􀀬􀀬􀁾 '.' -. 7523";'," " • . . ". , .. ' : ." .-..
' ."' ,.' .. ' :.... . ! FUND DEPT OBJ PROJ (00) , (000) , (00000) , (00000) . .... : : , AMOUNT' ($000,000.00) . TOTAL I 03217,'12.. ."" . EXPLANATION 􀀧􀀨􀁯􀀬􀁾􀀧􀁔􀁪􀁣􀁾􀁔􀁾􀁾􀀺􀀢􀀧􀁾􀀧􀀺
'".;4:D6'rA/i] :1724-: 􀁹􀁩􀁾􀁾􀀬􀀺􀀢􀀧􀀺􀀺􀁾􀀢􀀧􀁆􀀬􀁾􀀻􀀺􀀢􀀬􀁾􀂷􀀺􀀬􀂷􀀻􀀺􀀺􀀺􀀭􀂷􀀭􀀭􀀺􀀬􀀻􀀺􀀭􀀺􀀬􀀭􀀺 "":::',-􀀧􀀺􀀮􀀮􀁾􀀮􀀺􀀧 ,,' " 􀀸􀁒􀁴􀀲􀁊􀁋􀀮􀀯􀁦􀁁􀁾􀀱􀀧􀁖 􀁪􀁾􀁾􀁾􀀮􀁥 􀀧􀁒􀀧􀀶􀀱􀁍􀁾􀀧􀀺
􀂣􀀢 " ,',:' ", .':,:"' .. -::,' , " . .,. 􀀬􀁾􀁾 Authorized Signature Finance .. "
-) BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue, #220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Post Office Box
Addison, Texas Attention: Mr. 9010 75001-9010 Steve Chutchian, P.E. Date: Statement No. March 14, 2003 99123A (144) Professional Services through February 23, 2003, 􀁩􀁮􀁣􀀿􀁮􀁮􀁥􀁣􀁴􀁩􀁯􀁾
􀁾􀁩􀁴􀁨 .MarsR 􀁾􀁡􀁮􀀺 'iJatel] ille.".from -t--Self....eJe Brookhaven CIUlJ D-nveto spnng Valley 􀁾 8.fek'klfA C::-;t.... Additional Services -General Administration of Construction
Engineer Survey Survey Expense: Automobile 6.0 Hrs. $ 967.01 3.0 Hrs. 201. 36 3.0 Hrs. 124.49 $ 1,292.86 28.06 $ 1,320.92 \ --------------------􀁾 I'Ai I O. 􀁪􀀮􀀨􀁾 7-z.(. 7(2-\ {tJ
'} Total Contract Amount Current Billing Previous Billings Balance $59,390.00 1,320.92 53,957.47 $ 4,111.61
MtUi4;;"24.I,i 􀀰􀀳􀀡􀀿􀀱􀀯􀀲􀀰􀁾􀀮 14:28 fAX 2149418533 I. ) BARSON UTILITIES I4J 003 5326 W. Ledbetter • Dallas, TexCls 75236 March 21 , 2003 Tel: 214-941·9700 Fax: 214-941·8533 RE:
Brookhaven Club Sewer Work Proposal-Sign Demo -􀀨􀁖􀁜􀁾􀀮􀀮􀁬􀁕􀁴􀁊􀁜􀁾 \" 􀁾 􀁢􀁾 'DeM (:) ATTN: Mr. Luke Jalbert Work proposal description: Demo sign at Marsh and Brookhaven Club,
Total: $3,000.00 x date
_9;;41,1-.1.1,. ) 031.?1I209J. 14: 28. fAX 2149418533 ,aiM'•.i. BARSON UTILITIES III 003 5326 W Ledbetter • Dalles, Texas 75236 March 21, 2003 RE: Brookhaven Club Sewer Work Proposal-Sign
Demo ATTN: Mr. Luke Jalbert Work proposal deseriDtion: Demo sign al Marsh and 8rookhaven Club. Tel: 214·941·9700 Fax: 214-941·8533 Total: $3,000,00 dale
Steve Chutchian From: Sent: To: Cc: Subject: Steve, Bryan Langley Thursday, March 13, 20033:12 PM Steve Chutchian Jim Pierce; Michael Murphy Brookhaven Club Sewer Line Project I have
set up a separate account for the Brookhaven Club Sewer Line project. Please use account 62':'000-58410-93601 when charging expenses related to this project. Please let me know if you
have any questions. Thanks, Bryan 1
. '. .. . ".:" Claim'# . Vendor Name ..iOWN OF ADDISON PAYMEN'fAUTHORIZA-f1ON 'MEMO .. 􀀮􀀮􀀬􀂷􀁾􀀺􀀻􀁾􀁩􀀱􀁾􀁾􀁬􀂷􀂷􀀻􀁪􀁻􀀺􀀮􀂷 '..... 􀁃􀁾􀁥􀁣􀁫 􀁦􀂷􀀺􀁩􀀤􀁲􀀺􀁬􀀤􀀮􀁲􀀼􀀩􀀺􀀧􀁩􀁩􀁦􀀳􀀮􀁊􀀧􀀺􀁾􀀺�
� 3" .>:. . Vendor 􀁾􀁯􀀺.' .... .... <. .... . .. . . 􀂷􀀾􀀡􀁉􀁻􀁧􀀡􀁾􀀱􀁲􀁾􀀡􀂷􀂷􀀿􀁽􀀮 •... . 􀀭􀁾􀀧􀀭􀀻􀀢􀀭􀁾􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀢􀀢􀀻􀁾􀁾􀀺􀀭􀀭􀀧􀀺􀀭􀁾􀀭􀀧􀀭􀀭􀁟􀀧􀀺􀀧􀀭􀀺􀀢􀀧􀁟􀁾􀁾􀀢􀀺􀀢􀀢􀀧􀀺􀀢􀀧􀁾
􀀭􀀮􀀭􀀭 , ... '. . . 􀁂􀀬􀀴􀁒􀀾􀀭􀀻􀀧􀁾􀀢 . 􀁃􀀯􀀷􀀯􀁌􀀯􀁔􀀻􀁾􀀧􀀩 I 􀀯􀁖􀁾 :., 􀀻􀁾􀀺 􀁾􀀺􀀮􀀺􀀺􀀺􀀺􀀧􀀬􀁾􀀢􀀢􀀧􀀮􀁾􀀧􀁾􀀧 \":,:.' .. . " .' DATE: , . Address 5326 L£j)B£TTER . , 􀁾􀀮
" " . Address oA-LLA.$ TEXfi.5 ...; 7S2 􀀳􀂷􀁩􀀾􀀮􀁾􀂷􀀧􀀺 :... '.:'. Address .. '. \ 􀁾􀀮 . : . '., " .... ". ·Zip Code " ...'. .' , . . . .:.",. . :' ..... " 􀁽􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀁾􀀮􀀮􀀻􀀮�
�􀀮􀀮􀀮􀀻􀀮􀀭􀀮􀀭􀀭􀀭 03 FUND DEPT OBJ PROJ (00) .. (000)' (00000) (00000) 2 . AMOUNT· ($000,000.00) , .' .,' " . EXPLANATION ..... fie-􀁾􀀮 Authorized Signature Finance ..'.:
OWNER: Town of Addison PROJECT: Brokhaven Club Sanitary Sewer Line NUMBER OF DAYS: 95 DAYS W.O. DATE: ESTIMATE PERIOD: Estimate No: 1 BU' JOB NO: 03-0007 PRJ. NO: NIA CONTRACT AMT: $
602,828.00 CHANGE ORDER: /"". DAYS USED: 47 Davs Januarv 13 to Februarv 28,2003 REVISED AMT: QTY UN'T UNIT CONTRACT THIS PREVIOUS TOTAL THIS VALUE ITEM DESCRIPTION MIS PRICE VALUE REQUEST
WORK TO DATE ESTIMATE TO DATE 1 10" SEWER 30 LF $ 67.00 $ 2,010.00 0 $ -$ -2 10" SEWER BY DIRECTIONAL 1360 LF $ 234.00 $ 318,240.00 􀀱􀁾 1442 $ 337,428.00 $ 337,428.00 3 6FT MANHOLE
(SHEET#1) 1 EA $17,675.00 $ .17,675.00 0 $ · $ -4 6FT DIA DROP MANHOLE 2 EA $11,015.00 $ 22,030.00 0 $ -$ -5 4FT DIA MANHOLE (SHEET 3) 1 EA $ 4,135.00 $ 4,135.00 0 $ · $ -6 6FT DIA MANHOLE
@6+70 1 EA $17,475.00 $ 17,475.00 0 $ -$ -7 10" SEWER BY OPEN CUT 115 LF $ 74.00 $ 8,510.00 108 108 $ 7,992.00 $ 7,992.00 8 10" SEWER BY BORE 75 LF $ 193.00 $ 14,475.00 0 $ -$ -9 4FT
DIA DROP MANHOLE 2 EA $ 4,185.00 $ 8,370.00 0 $ -$ -10 CONCRETE PAVEMENT 10 SY $ 24.00 $ 240.00 0 0 $ -$ -11 10" COCNRETE PAVEMENT 10 SY $ 82.00 $ 820.00 0 $ · $ -12 SOD 350 SY $ 5.00
$ 1,750.00 0 $ · $ . 13 BARRICADES 1 LS $ 5,000.00 $ 5,000.00 1 1 $ 5,000.00 $ 5,000.00 14 TRENCH SAFETY 30 LF $ 1.00 $ 30.00 30 30 $ 30.00 $ 30.00 15 CLEANOUT 1 EA $ 320.00 $ 320.00
0 $ -$ -16 TRENCH SAFETY FOR BORE 1 LS $ 200.00 $ 200.00 1 1 $ 200.00 $ 200.00 17 TRENCH SAFETY DESIGN 1 LS $ 400.00 $ 400.00 1 1 $ 400.00 $ 400.00 18 IRRIGATION REPAIR 1 LS $ 1,800.00
$ 1,800.00 0 $ -$ -19 TREE REMOVAL 8 EA $ 1,400.00 $ 11,200.00 8 8 $ 11,200.00 $ 11,200.00 20 UNDERWATER INSPECTION 1 LS $ 1,150.00 $ 1,150.00 1 1 $ 1,150.00 $ 1,150.00 21 CIPP 1010
LF $ 47.00 $ 47,470.00 0 $ -$ -22 8FT CEDAR FENCE 300 LF $ 32.00 $ 9,600.00 0 $ -$ -23 REMOVE RED TIP PHOTENIA 1 LS $ 750.00 $ 750.00 0 $ -$ -24 1" HMAC OVERLAY 345 SY $ 17.00 $ 5,865.00
0 $ -$ . 25 CLEARING AND RECONST OF 1 LS $ 2,755.00 $ 2,755.00 0.5 0.5 $ 1,377.50 $ 1,377.50 26 RESTORATION OF GREENHAVEN 1 LS $ 2,753.00 $ 2,753.00 0 $ -$ -27 RESTORATION OF MARSH LN
1 LS $ 3,805.00 3,805.00 $ 3,605.00 0 $ -$ -28 REMOVE REPLACE 4FT WIDE 100 LF $ 40.00 $ 4,000.00 0 $ -$ -􀁊􀁾 5M j). 􀁾􀀬􀁶􀁅􀀭􀁹􀀧 3'3-D 3 TOTAL CONTRACT $ 602,828.00 --L.,c;;. VALUE
TO DATE $ 364,777.50 􀁾􀀭􀁃􀁏􀁾􀁒􀁁􀁃􀁔􀁏􀁒 /DATE LESS PREVIOUS PAY 􀁾􀁾􀁾""􀁾, ../.􀀯. 􀁾􀀮􀁾 c3/7.63 LESS RETAINAGE $ 18,238.88 􀁾􀀧􀁐􀀮􀀯􀁾 􀁾 . _..... -THIS REQUEST $ 346,538.63
...._------._-􀁾 􀁾 3!ft/le; 3 STEVEN Z. CHUTCHIAN-ENGINEER DATE
A & L ENGINEERING & CONSULTING, INC. P. O. BOX 703406 * DALLAS, TEXAS 75370 * (972) 818-2946 * FAX (972) 733-0189 February 28, 2003 Mr. Sam Laney Barson utilities, Inc. 5326 W. Ledbetter
Dallas, Texas 75236 RE: Sweeny Residence 3805 Wooded Creek Drive Farmers Branch, Texas 75244 Dear Mr. Laney: As you are aware. A & L Engineering and Consulting, Inc. conducted a soil
test sampling procedure at the site of the above addressed residence on February 18, 2003. We also performed an inspection of the foundation of this residence on February 23, 2003. During
our visit, we recorded the following observations: Exterior -Dirt level on the northeast and southeast sides is too high. -Down spout on the southeast corner of the foundation discharges
too close to the foundation. Interior Master Bedroom, Northeast Side of Residence -A a seam crack under the window on the northeast side. -Hairline cracks above both windows along the
east wall. -A hairline crack above entry door. -Ceiling joint separations, northeast and southwest corners of the room Southeast Bedroom -Hairline crack above window along the south
side. -Closet door is not level.
Sincerely; 􀁲􀁙􀁜􀁾 3805 WOODED CREEK PAGE 2 North Bedroom /Office -Closet door is not level. -Patched wall corner separation, northwest corner. Hall Bathroom -Slight tape separation
above window on the southeast side Front Entrance Area -Closet doors are not level. -Front door appears to have been adjusted /shaved to fit its frame. Living Room -Slight separation
between interior wall and ceiling at the northeast corner. Dining Room -Corner separation, northwest side. -Patched crack above the window, southeast side. Garage -Cracks on the garage
slab. During our foundation inspection visit, We also performed an elevation survey to determine the differential elevations of the foundation at the present time. Survey results indicate
a maximum differential elevation of 1.6 inches between southwest corner and southeast side of the residence. As indicated in our original proposal, we should re-inspect this foundation
in May 2003 and again in Deptember 2003. Results of the soil test procedure along with a comparison between present foundation elevations and distress symptoms with the ones that will
be recorded in our upcoming visits will enable us to provide you with a report on 􀁴􀁕􀁾􀁾􀁾􀁾􀁩􀁬􀁩􀁴􀁹 issues of this. foundation. 􀀮􀀮􀀮􀀺􀀭􀁾􀀱􀀺􀁾􀁾􀀮􀁾􀁦􀀮􀀡􀁦􀀱􀀺􀀭􀀼􀁴􀁾􀀧􀀮
',,. C.:l., '* ",." :' , : .... " .. , *: : 􀁾 f· ·NIC·K·MANESH 􀁾 􀁾 : ...., 􀀬􀁾􀁾 60994 􀀺􀁾􀀧 Nick Manesh, Ph.D., P.E. 􀀧􀁴􀀺􀀶􀀻􀀺􀀧􀀺􀀡􀁦􀁇􀁉􀁓􀁔􀁾􀀿􀀭􀁾􀀿􀁣􀀻􀀭􀀮􀁾􀁖 Registered
Professional Engineer, State of 􀁔􀁥􀁸􀁾􀁥􀁾􀁳􀁪􀀢􀀢􀀢􀀢􀁾􀁾􀁟􀁊 'G:,ONAL_-""....""
":> ,ct ' 􀁾 ,ct ' 􀁾 ,ct ' <0 􀁾 '0 ,ct ' "'.ct' .' <0 ,ct ' "\ ,ct ' "\ ,ct ' 0:> ,ct ' 􀁾 ,ct ' «. Q;;..<0 ct .ct' 􀁾 .ct' 􀁾 ct' 􀁾 r' Ix ct' "',ct ' "\ ,ct ' "\ ,ct ' <0 ,ct ' <0
I '0 '0 􀀨􀁾 ,ct ',ct"ct' j <0 ,ct ' CD ,ct ' I-------CD ,ct ' 􀁾􀁴 􀁾􀁾 􀁾 ._./'0 ,"'-' CD ,ct . A & L ENGINEERING & CONSULTING, INC. PO BOX 703406, DAlLAS. TEXAS 76370 (972)818 2946
DATt:: February 23, 2003 I N.T.S. : ;3805 WOODED CREEK DRIVE FARMERS BRANCH, TEXAS 76244 POINT MAP
-r -g'5􀁾􀀮􀁾 􀁾􀀯 I,e-(}'gr"es:> _Q),l es:> U) 􀁾􀀭􀀰􀀬􀀶􀀱􀁾 I r-------I 􀁾 􀁴􀁾 -g, ? --_/-e'9 -g'8 A & L ENGINEERING & CONSULTING, INC. PO BOX 703406. DALLAS. TEXAS 75370 (87218182846
: February 23, 2003 I N.T.S. .',3805 WOODED CREEK DRIVE FARMERS BRANCH, TEXAS 75244 CONTOUR MAP
1'\ 􀁾􀁾 A & L ENGINEERING & CONSULTING, INC. PO BOX 703406. DALLAS. TEXAS 76370 (972)818 2946 : February 23,2003 I N.T.S• ..3805 WOODED CREEK DRIVE FARMERS BRANCH, TEXAS 75244 3·DVIEW
'-'...-/----/
'1I Engineering. Consulting. Inspection· Geotechnical· Construction· Environmental February 21, 2003 Mr. Sam Laney Barson Utilities, Inc. 5326 W. Ledbetter Dallas, TX 75236 RE: Project
No. G0118-03 Geotechnical Subsurface Investigation Existing Private Residence 3805 Wooded Creek Drive Farmers Branch, Texas On February 18, 2003, A&L Engineering and Consulting, Inc.
(A&L) was retained by Mr. Sam Laney to perform a geotechnical subsurface investigation for the above referenced property. The study consisted of three phases: a field investigation;
laboratory testing of samples recovered from the site; and engineering analysis. The geotechnical report presents the results of the analyses and all pertinent field and laboratory data.
One boring was drilled and sampled at the site to explore the subsurface conditions and to recover samples for later laboratory testing. Laboratory testing of recovered samples was directed
toward classification, strength and volume change characteristics of the foundation soils. All field and laboratory data developed for this study are included in the report. The soil
sample was taken for the purpose of: • Evaluating subsurface conditions. • Determination of the soil stratigraphy, • Determine the pertinent engineering properties of the subsurface
materials; • Prepare a geotechnical report with the conclusions and summaries of the information referenced above. 1
Field work On February 18, 2003, a portable auger-drilling machine was used to advance a boring and to obtain samples for laboratory evaluation. One boring was drilled and soil samples
were taken at the subject property. The boring was assigned and drilled to a maximum depth of 12 feet out side of the house to the southeast corner of the subject property, as shown
on the Boring Location Diagram in the Appendix. Number of boring its location and depths were suggested by our Engineers. Disturbed and undisturbed samples of cohesive soil were obtained
at intermittent intervals with standard. thin-walled, seamless tube samplers. These specimens were extruded in the field, logged, sealed and packaged to protect them from any disturbance
and loss of in-situ moisture content during transportation to our laboratory. An ASTM Standard Penetration test sampler was used at selected depths in cohesionless soils to obtain undisturbed
soils below the bottom of the borehole. The results of the standard penetration tests are are tabulated at their respective sample depth on the boring logs. The soil specimen is removed
from the sampler in the field, classified, and placed in moisture-proof containers for shipment to the laboratory. Dynamic Portable Penetrometer (ASTM # 399) The device is a dynamic
portable cone penetrometer utilizing a 15-lb. steel ring welght falling 20 inch on an E-rod slide drive. The cone point is enlarged to minimize shaft resistance during testing. The penetration
test is made through an augered hole from 4 to 6" diameter using the auger cuttings to identify the soil. This was essential because interpretation varies with the soil type. After augering
to the test depth for each boring the cone point was sealed 2 inch into the undisturbed bottom of the hole at a depth of 4 feet to be sure the cone is completely embedded. The cone point
was further driven 1(3/4)" using the ring weight hammer falling 20 inch. These blows were counted to be 5 for all borings. Laboratory Testing All samples collected in the field were
transported to our lab. The samples were examined at our laboratory by the Project Engineer. The in-situ dry unit weight and moisture content of the samples were determined and used
in conjunction with the Atterberg Limit tests for the determination of the Plastic and Liquid Limit to evaluate the potential volumetric change of the expansive clay strata. The results
of these tests were also used to evaluate the 2
the uniformity of the material. The compressive strength of the cohesive soils was evaluated by means of unconfined compression tests. A Free Swell test was performed on an undisturbed
soil sample retrieved from the test boring. The water contents in the upper few feet have been influenced by the slurry injection; therefore In this case where the soil was not uniform
with depth active zone depth was not estimated. All the results of our laboratory testing are presented on the Logs of the Boring and other data sheets in the attached Appendix. Subsurface
Conditions The subsurface conditions encountered in the boring differs at various strata for this specific location. Detailed descriptions of the various strata and their depths and
thicknesses are given on the respective boring logs. Site GeologY/Soil Profile At this site, variable and alternating layers clays underlain by sandy clay and stiff clays were encountered
from the existing ground surface to the maximum depths explored. The soils are occasionally silty and sandy. Seepage water was not encountered at the time of this investigation. The
depth to subsurface water will be affected by changes in atmospheric conditions and site drainage. With regard to the aforementioned, we recommend that the depth to subsurface water
be checked just ·prior to any repair or construction. Sandy clay was encountered at 12 foot deep, immediately after an indication of silty dark. clay. Descriptions and details of the
various strata and their depths and thicknesses are presented on the corresponding Log of Boring in the Appendix. The results of the boring program are presented on the Log of Boring
attached. 3
) Conclusions and Recommendations Based on the present available information provided by our test boring, laboratory testing, our observations, all the information available to us from
the client, and all other sources mentioned in this report we provide the following comments and conclusions: The subsurface conditions encountered for this project site at this boring
was not consistent. Atterberg limit test series also indicate that the clay soils encountered at this site are subject to moisture induced volume changes (expansion and contraction)
with fluctuations in their moisture contents. These soils can experience significant swelling especially for dry dense conditions. Based on the Texas Highway Department Test Method Tex-124-E
for PVR calculation, we have estimated a heave potential of up to 2.7 inches, depending on the in-situ initial moisture conditions. Sandy clay was encountered at an approximate depth
of 12 foot (see boring log). The clays at this specific boring location show similar engineering engineering properties (Le. expansive). Removal and replacement of the expansive clays
may be expensive at this site because the site is already developed. This option may not be economically viable. We appreciate the opportunity to be of assistance on this project. Please
feel free to contact us if you have any questions or if we can be of further service. 􀁎􀁜􀁾 Nick Manesn, Ph.D., PE, JD Geotechnical and Structural Engineer 4 􀀮􀁾 .friM.0 £/1ris Afnoei,
Ph.D Geotechnical Engineering Division
􀂷􀀮􀁾 ..\.1 LIMITATIONS, Statements in the. report as to subsurface variation over given areas are intended only as estimations from the data obtained at specific boring locations.
The professional services that form the basis for this report have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable
geotechnical engineers practicing in the same locality. No other warranty, expressed or implied, is made as to the professional advice set forth. The results, conclusions, and recommendations
contained in this report are directed at, and intended to be utilized for, the scope of work contained within the proposal letter as executed by A&L Engineering and Consulting, Inc.
and their client. This report is not intended to be used for any other purposes. A&L makes no claims or representations concerning any activity or condition that falls outside of the
specified purposes for which this report has been directed. Said purposes of this report have been specifically limited to the scope of work as defined in said agreement. Inquiries regarding
this scope of work or that pertain to any activity and/or condition not specifically contained herein, should be directed to A&L for determination and, if necessary, further investigation.
5
Existing Private Residence 3805 Wooded Creek Drive, Farmers Branch, Texas 1 1 Fencil19 Dring Location ·3' .., .􀁾􀀵􀀧 5 I I I I , J I􀁾 I III_. 22 Project No. GD118-03 A&L Engineering
and Consulting, Inc. 706 Easy Street Garland, Tex.as February, 2003
· 􀀮􀁾 A&L Engineering and Consulting. Inc. 706 Eas Street, Garland, Texas 75042 Phone: 972) 276-5100 I Fax: (972) 276-5101 Existing Private Residence 3805 Wooded Creek Drive Farmers
Branch, Texas Boring Number B-1 B-1 Sample Depth (ft.) 6-8' 3-5' Initial Moisture Content (%) 31 33 Final Moisture Content (%) 36 40 Applied Surcharge Pressure (psf) 875 375 Vertical
Swell (%) 0.2 1.4 CLASSIFICATION (CH) Dark and gray Tan and gray CLAY (CH) CLAY(CH) Re: Free Swell Test Results for Geotechnical Investigation A&L Project Number: GD118-o3
) RECORD OF SUBSURFACE EXPLORATION LOG OF BORING Iz-A8.L ENG. PROJECT NO. GDU8-03 w • SAMPLE l-I-0"-Ww >-aZ e X STANDARD PENETRAnON I... I-U 􀁾 Q> \lATER INFORMATION 3 w l: Z 0: Q> ...J
w .... \lATER 􀁾 0-􀁜􀁬􀁾􀁴􀁥􀁲 WQS NOT encountered ::I: a !=l l-I-III C') 'n 0-􀁾 >-a l: w >-0: <S !=l C') !=l 􀁾 ::I: >-I-!=l ATIERBERG LIHITS 00 DESCRIPTION OF STRATUM C') <[ ...J
z U ...J -<[ LL PL PI 􀁾 u C') C') 0 L 29 􀁔􀁾􀁮 􀁂􀁲􀁾􀁷􀁮 so.ndy 􀁣􀁬􀁾􀁹 2.8 90 5 5 45 21 24 2.5 1--5-H 39 Dense 􀁄􀁾􀁲􀁫 Brown silty 􀁃􀁬􀁾􀁹 3.8 9( 5 5 67 28 39 __8-__9-H 31 TQn
􀁨􀁾􀁲􀁤 CALCEREOUS SILTY CLAY 􀁾􀀱􀀰 64 23 41 I----LL 26 􀁔􀁾􀁮 SHALY 􀁣􀁬􀁾􀁹 4.1 50 20 30 f-15i-t-t-t--+--+---------------+-+-+-++-+-+--i Boring 􀁔􀁥􀁲􀁍􀁬􀁮􀁾􀁴􀁥􀁤 @15' f-20 IPVR
= POTENTIAL VERTICAL RISE LL = LIQUID LIMIT UCS = UNCONFINED COMPRESSIVE STRENGTH PL = PLASTIC LIMIT PI = PLASTICITY INDEX A8tL ENGINEERING -C[lNSULTING INC. Client, Bo.rson Utilities,
Inc. Loco.tlon. EXISTING PRIVATE RESIDENCE 3805 \lODDED CREEK DRIVE FARMERS BRANCH, TEXAS Boring #: 1 1 Do.tel 03-19-03
Report No. GD118 03KEY TO CLASSIFICATION AND SYMBOLS Existing Private Residmce 1. CORRELATION OF N-VALUE WITH RELATIVE DENSITY & CONSIS TENCY A. SANDS NO. OF BLOWS, N-VALUE 0-7 8-11
12-25 26-50 OVER 50 B. SILTS & CLAYS RELATIVE DENSITY VERY LOOSE LOOSE MEDIUM DENSE (FIRM) DENSE VERY DENSE II. NO. OF BLOWS, N-VALUE CONSISTENCY 0-2 VERY SOFT 3-4 SOFT 5-8 FIRM 9-15
STIFF 16-32 VERY STIFF 33-50 fU\RD OVER 50 VERY fU\RD SYMBOLS COHESION a<SF) 0-0.25 0.25-0.50 0.50-1.0 1.0-2.0 2.0-4.0 4.0-8.0 OVER 8.0 SS MC PF DUW SPLIT SPOON MOISTURE CONTENT (%)
PERCENT FINES UNIT WEIGHT (pet) (pOUNDS PER CUBIC FOOT) qu UNCONFINED COMPRESSIVE STRENGTH ksf(KIPS PER SQUARE FOOT) USCS UNIFIED SOIL CLASSIFICATION SYSTEM PPR POCKET PENTROMETER RESISTANCE
(ksf) T.V. TOR-VANE SHEAR STRENGTH (ksf) III. CONTENT TERMS IN DESCRIPTION TRACE >0-15% BY WEIGHT SOME 15-30% BY WEIGHT MANY30-45% BY WEIGHT SUFFIX (y) UP TO 50% WEIGHT A&LEngineering
and Consulting Inc. 706 Easy Street, Garland, Texas 75042 Phone: (972) 276-5100 -Fax: (972) 276-5101
I..ILU IS A SOIL IlEl'OIlT? I..ITllOur BECmU:CC TOO!E:CItttCAL, I1IIS SII££r IS 1stEmED TO mY TO ElD'UoIR' VIL\! A COOO SOIL Do"VESTlCATIOli A."Q) THE llEPOI.T fOIl 􀁾􀀱􀀰􀀺􀁃􀁓SIlDULD COBTAlK. sons ARE. A PAn OF GmLOGf A.'\1l A....
EXCELL£Yr B.\CKGIlOIlm L'IlllVl.£IlGE OF BOV THE SOILS VB£ 􀁾 IS NATURE: !WCE:S A B£n£ll GEOTECIOlICAL ESGn"EER. THE SOIL IIOIUSC LOGS wn.L JlEVD.L A GEOl.OGIC STaATICUPBIC PIlOFUE OF
mE Q."1)E:IlClIQm:D LAYERS OF SOIL, CLArSTOlOES AZ 'rlI£ PAlEST BEIlaoas OF tHE 􀁾􀁔􀁉􀀰􀀵􀀮 A PROPEllLY PREPAIlE:D SOIL IlEPOItr $lllJlILD CIllSrAIK 'rlI£ fOLLOIlI:>G 􀁉􀁾􀁔􀁉􀀰􀀵 FOIl
􀁾􀁯􀀺􀁲􀁣􀀺 'FUTt.'IlE 􀁓􀁅􀁉􀁴􀁌􀁾􀀧 􀀧􀁾􀁔􀁅􀁒 AFFECTS' 'SOIL 􀁓􀁉􀁯􀀢􀁅􀁌􀁌􀁌􀁾 POtESTIAL' 'son CIl£E:P' 'SOIL SIo"ELLI,;G FOR PIEltS' '!.A."iIlSLIDE !'Ol'£NTL\L' 'SOIL CLASSInCATlOK'
'% OF CLAy' 'SOIL B£.\RIStO PRESSt:RE' 'JlEDIlOCK. DEP'IB' 'DIiPIIl OF SEASONAL ItOISYOllE CBA.'lGES' IKE LABORATORY tESTS TlL\T 􀁃􀁁􀀮􀁾 BE USED 'to DEtEIDWIE THE .dOVE IlmlllKATIOlo"
ISCUlDE: 'PLo\STIC IlmEX, ATTERBEIlC LL'fI'IS LL'fI'IS TEST' '(-200) 􀁾􀀮 I OF CLAY , SAIlD' 'X OF 1tOlstURE' 'SOIL 􀁄􀁾􀁉􀁔􀁙 Ilo" UIS. PER. CUBIC fOOT' 'miC05f'Ua) tam'aESSlWi TEST'
'Sl4LL TEST' 'CDSSOLIDATIOS TEST' 'DaY STATE SBllISlC TEST' 'P.utr1CLE ASGULAIlIfi TEST' 'SOIL CLASS' .lIQST SOIL UVESTICATIOSS DO 􀁾 REQIIlRE 'IBAT ALL 1BE LAB TESTS aE PERR»l.'tED
n: ORDER to FlSD THE COltltECT A:W.YSIS FOIl DEIEll.'InUJIOS OF THE C01l1lECT son BEAIUSG PaESSllRE. (Qu) FOa SLAB' BEA.'1S A."D FOIl. THE PROPER DEPTH OF 1l1lILLED PIERS. THE DGInBIGG
PEIlSOllSEL "'OIUtL'iC OK 1IIE SOIL REPORT. llRlLLn."G ASD LABOR.\TOKY TESTING MUST BE EXP£JlIENCED DlOOCII TO CRllOSE l/IlICB TEST DR TESTS "ILL GlVE THE COnECT L...lOa.'QTIWi TO ELDlIKATE
A."t't FIELD 'CUESSlliG' LATER. SIo"ELL TEST lo"ATEK IS ADDED TO IRE REl'o\I:tER Rlxe . A.'>D IUE 􀁅􀁘􀁐􀁁􀀮􀀭􀀮􀁳􀁉􀁾 OF THE SOIL PI:SHES li' AG,u:'-ST A STEEL RIse u:rrIL IT CA....
SOT AllSORB A.'('l lIOaE VATER. tHIS TEST IS SL'IIUR TO ""llAT HAPPESS to SOIL U ... PIa HOLE AFTER THE mscan£ IS PLACED. OTHER TIPES OF SIo'ELL SIo'ELL TESTS ARE USED IO APPOXL"L\TE
OIIIEI OX-SITE FIELD COlo"DITIOSS. SOIL IS A FLUID A&LEl1gi11eeriJJg and COl/sultbJg If/C. 706 Easy Street, Garland, Texas 75042 Phone: (972) 276-5100 -Fax: (972) 276-5101 E-Mail: aandlengineering@ao
l.com COSSOLIDATlOll TEST ""£IGIItS AIlE ADDED TO THE PLATTElI ASD THE DIOP IS lfEASURED t.'ttII THE GA1lGE. THIS T£SI lllLL ImlCAT£ BOW THE. FIELD SOIL tl'ILL SEITLE AFTER THE BUILDING
IS BUILT. THIS TEST ALSO VILL REVEAL THE A."IOlDn' OF SE1Tl.L'IEn' FOR cmfl'ACrIOli OF SOIL "'lIES FlLL IS IL\ULED TO THE SITE• MOIST1JtE LOSS AS A PEX CD"! OF SOIL VOLt.."'lE MOIStt:aE
llo"CaE.\SES PLo\STIC UDEX ... CYLIlmUCAL SOU SA.'fPLE: IS PLACED IS .A 􀁾􀁶􀁁􀁂􀁌􀁅 PLATFOIlll Am PCSBED tlPIWlD 􀁾􀁕􀀻􀁓􀁔 A PRESSURE .L"C t:SrIL aKE.\lt.ISG. THIS TEST :tEASmlES ISIElO:o\L
COlIESIOS OF THE SOIL AS IT 15 FOL"SD 􀁉􀁾 THE BORUC. PIEKS RELT os SOIL COII£SIm: FOIl THEIl. BOLDU'C CAPACIIT•• SOIL BECOM£S COHESIVE 0" · DRi STAYE SHilISKAGE TEST O:COXFIXED cmlPRESSIOlo"
TEST l'LASTfC UQL"ID 􀁌􀁌􀁾􀁔 􀁔 􀁌􀁌􀁾􀁉􀁔 SOIL 􀁾􀀡􀁏􀁬􀁓􀁮􀀢􀁒􀁅 ISCREASES 􀁦􀁒􀁏􀀮􀁾 A l:£ll.Y DRY COmITIOK TO A SOIL ltL\T IS COe=:511:E: 􀁾􀁬􀁉􀁅􀁒􀁅􀀮 IT 􀁾􀀢􀁉􀁬􀁬 EASILY MOLD
A.'o"D 􀁃􀁈􀀮􀁾 S&\PE IlL"! STILL HOLDS TUGa:;a o\FI£Il IT RES3.-\PES. AS IO.\rEJl IS AUDED. THE COBESlm: IIRL\JCS JlO1,."Ji I:tTO A 􀁾􀀢􀁄􀁄􀀧􀀢 FLL"ID COSDITIo.'t AT THE UQt:lD LImT.
DllIED SOIL L'> RC:G tHE SOIL IS CL"! OR FORlIED ISTO THE RUG IS ITS WET CO,;DlIIOJ'. 1!1E SOIL 15 SLOI."LY Dum L't A:s. O\"ES TO ITS DRY 􀁃􀁏􀁾􀀢􀁄􀁉􀁔􀁉􀁏􀁬􀀧 AS S8OI."S. tHE REDUCllOS
IS ITS nx.u. 􀁜􀀧􀁏􀁌􀁌􀁾 IS CALLED IH£ 􀁓􀁈􀁒􀁉􀁾 LL'fIT. mIS TEST !."ILL REVEoU. ROIl :ICCII THE fOtSDo\no:.-SOIL !."Ill DitOP L':mU THE B£a.'1S DL1USG A BOT SetlrEJl SPELL. Si).'lE
SOILS DO lI;or SHUSi'101l£S DUED A.'>D AU: SAFE SOILS TO BCILD m: \:ITB UTILE Ft."TmtE MaVetESt. 'l:ERi Day SOIL
\i SolI Classifltalilln CrIIeria Jar Asslgnng Group Symbols and Group ,.... UsIng l.aboraIory Tests" Group GroupN..-Symbol Coarse-GraIned SoIls Gravels CleM Gravels 􀁾􀀴 and 1sCcsaE"
6W 􀁗􀁥􀁬􀁧􀁲􀁡􀁤􀁥􀁤􀁾 Mont than 􀁾 retained on Mont thIIn 5lJlMt coarse Less Ihan SlMo tirJesc No. 200 sieve rractiDn rIIIIIined ClP Cuc4 lIIIdIar 1>Cc:>aE" GP Poody grad 􀁾􀀻 No.4
.... Gravels wilt Frn. Fins dIII&Ify as 1ft. or MH GM SIIIr wn-f.GJf More !han 12'lft fines'! FinlIS cIaslIIfy as CL or CH GC Clayey r;pvef'.G.H Sands Clean Sands 􀁾􀁡􀁮􀁤􀀱􀁓􀁣􀁥􀁳􀁾
SW WeB-gqded -wi 5O'Ma or _ 01 Q8Be less lhan 5... fines" fradion􀁾No. Cue6 andIor 1:>Cc:>;,E SP Poorty graded sari .. sieve 8ands willi Fines Fines dassify as ML or MH SU 􀁓􀁩􀁬􀁴􀁖􀁾􀀧
Mont than 12'lfo􀁾 Fln8s cIassifV as CL or CH SC CIayuy sanrPJf.J Fmt-Grained Soils SIlts and aa,s inorganic PI>7 and pIols on or abcMt a. Lean day'U-"' 5O'Mt or mont passes the Liquid
IImil ...... 50 "AM IIIw' No. 200 sieve PIa or ploIs beIaw "A" ML Sift'U.II IinfI' liquid Imlt •-.dried .. 01.. 􀁏􀁲􀁧􀁡􀁮􀁩􀁣􀁾 Uquld IIIIlit _not dried CO.75 OrganIc siJl'UA-O Sills
and aa,s Inorganic PI pIgla an or iIIbDwe "A" line at Fat c:JaIU-'I Liquid limit 50 CIr mare PI plaIs beIaw "AM Iihe Wi ElastIc siJtKLM liquki limit -_dried <0.75 OH 0tganIc; 􀁣􀀱􀁡􀁾
LIquId lImit -nor dried 0rg'iIIIic sftI'U-M-O HIghly 0IgIIIlic soils PfImariIv organic maner. d8Ik In color. and organie odor PT Peat Aa-d GIl ..tnIIllIriaI pauioIg .. 3-/1>.􀁾.....
elf lIeId ....... ClIIItaIMd cabbies or bouIdllrs. 01 tJalII, IDS ..... cabtIlIs or bauIIder&. '" ba!h" ID graup _ eo........SID ta a.-...... cIlIaI &ynIbaIs: GWGM weIf.grBdIId grgetwMa
.. GWU: !l'aded !PWlII willi dar BP-GII !P"eI WllllIilI Gf43C jIlIlIrIJ..,........ wIlb day Osands WIlIt 5 ID 12.'1lo JinIIs requint ...... s,mIIals: SWSMwall ••led 8Ild willi sil sw.sc
......... sand willi '*" SP-SU paarlr graded sand with siB sp·sc paarlr waded sand wiIh dIIy F....􀁾􀁃􀁍􀁤􀀬..... ..... -.4"11I group -17.w,...-...,_ ct..... _ ......... &C-GII. .. 9C-$U.
"" ..... _ 0IgaIIc, .......... CIIplII: ...... III I"lIIlP -'" ....􀁾􀁾grawI." ............ 11I fIRIIIII -. oW A1llIfberg Ilmb plat .. II8IdIed ....... is a CI.-UL sIlrdllr; ...... CIIIlIlIInS
15 10􀁾 plus NcL 200. aid ............ ..............􀁍􀁾 ,Iio.d. 􀁾 saI_1tIL 􀁾Pua :2DD, ..........."" ...... ....􀁾10 101IIlIUP_ ............4 ...... ND.liIIlD. .........wlllt 􀁾add
"gIavIIlIy" III !JI1llIP-. 􀁾􀀴􀀧􀀢plaia ... or...NAN line.. 􀁾or plaia blIIDw NA"1Ine.. "PI plaia DI'I or...MA" line.. • Opf pIals blIIDw "A" m.. 10 1620 40 50 90 100 110 /For c:lassificotl...
at􀁾􀁩􀁬􀁓 /􀁾􀁖 aIi!I;r-+1iiime"'. 􀁾 /!!!-, 1/Etpartio..,'"-li_ . /J; 􀁾 􀁾􀀮􀁰,/....izlllrt.. otPI-41DLL-2S.5, .sJ' tIlelt PI-Q.7l ILL-2lII 􀁯􀁾 Eq88tn. IIIV-liM r 􀁶􀁾V , vertiCIl/lit
ll:a16 1II1'I"Z , tIIu PI=O.!)(ll-a) , /. //" 10" 􀁾V /" //􀁾 V MH OROH 10/" 􀁣􀀮􀁾 -􀁾 .,' I'MLOROL II" I i I &0 uH50 IL .).(. o 40 Zto...c.. zo 0.075 IL 1\ DZOo III Z 0..--c 1\ 40
towIll: IIIOz 1'0.. 0..-2.-III U r........... II: III ...... 110 ... ...... a,.-o 'DD II I I. I I tIl,; '.,. 􀁾 to" '.0 o.s 0.10 PARTICLE SIZE IN MILLIMETERS 􀁴􀀻􀀬􀀭􀁾􀀭􀁾􀀭􀀭 Cc_!D..-r
-Hlil.t.-u to-􀁾􀀴􀀰 UII: III ... ZO SIEVE ANAl.YSIS I 5C11ftM-IM I Slt:n -I tOO! ZI"-' 􀁾 ¥e .. to 10 40 50 1402DD
DATE: ) 'J . . ...... '.' .' .. T'OWN OF ADDISON . . :.;-'. 􀀺􀀺􀀧􀀼􀀺􀀮􀁻􀁾􀀧..,' ")'.:>., .' PAYMENT'AUTHORIZATION'MEMO :.-: . C;alm# .' '.' 􀁃􀁨􀁥􀁃􀁫􀁾􀀾􀁽􀁩􀀧􀁾􀁩􀀺􀁾􀀢􀀻􀀧 .. '
.', 792. :g( ):?K HcJFE 1 H t:' It--' JJ JZi Cj:S Address Vendor Name .. :-.. . Vendor N. 0; . '.' . '.' .. . 􀀮􀀬􀀻􀀡􀀺􀀮􀁾􀀧􀁩􀁴􀀬􀁃􀁾􀀧􀀻􀀯􀁽􀀧 _--:-._._._--=---,__........􀁾􀁾􀀭􀀭􀀮􀀮􀀬􀀬􀀮􀀮􀀮􀀭
􀁟􀀮􀀮􀀻􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀁟􀀭􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀻􀀮􀁯􀀮􀀮􀁟􀀭􀀺􀀢􀀢􀀢􀀢􀀺􀀧􀁾 .. :.= .. , • • '. 􀁾 6•• ' 􀀨􀁌􀀴􀀱􀀧􀁩􀀭􀀮􀀧􀁾􀀮􀀿 . ,A i.e:, . .<#'.' 22"0, ::' .....:. . 􀀺􀁾􀀮 Address·
___--....,;.......;;;;=......oL.+-_:..--.;....-.-=-7523-"--['':" :,':􀁾 Address , .... ; . ' .. ::. ". .Zip Code " . .' ........ ,.', . AMOUNT· ($000,000.00) , FUND DEPT OBJ PROJ SAC
(00) (000)' (00000) (00000) (000) , .. . . " 􀁾. . . .. '. . . . .... .' :. ," . ( 2..3A (o73) 2.. tJtiO s6S7f:J '1360 . " .' . 􀀮􀁾􀀮 􀁾􀀧􀀮􀀢 ';":-. ',' :' ... : . . ' ".. . . TOTAL
J S96,ss EXPLANATION .. ; .... !$4;8rtA 􀀧􀀭􀁥􀀮􀁾􀀧􀀮􀀺􀀮􀀧􀁾􀀺􀀺 􀁥􀀭􀁩􀀺􀁣􀀺􀀭􀀧􀁾􀁦􀁳􀀢􀀢 re..􀁾 d·.' 􀀬􀂷􀀺􀂷􀁾􀀮􀁾􀁾􀀺􀁾􀁾􀀨􀀻􀂷􀀺􀂷􀁴􀁾􀁾􀀺􀀺􀀭􀀺􀀮.􀀧􀂷􀀮􀂷􀂷􀀺􀁾􀂷􀀮􀀬􀀺􀀻􀀺􀂷􀀭􀂷􀀺􀂷
.': . 􀁾􀁾􀀬 Authorized Signature Finance
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Avenue, #220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 Town of Addison Post Office Box Addison,
Texas Attention: Mr. 9010 75001-9010 Steve Chutchian, P.E. Date: February 21, 2003 Statement No. 99123A (073) Professional Services through January 26, 2003, in connection with Marsh
Lane Waterline from Brookhaven Club Drive to Spring Valley Additional Services -General Administration of Construction Engineer Survey Survey AutoCAD Tech I Word Processor Expense: Automobile
1.0 Hr. 2.0 Hrs. 2.0 Hrs. 2.0 Hrs. .5 Hr. $ 158.16 134.23 82.99 187.27 25.08 $ 587.73 8.82 $ 596.55 ========== tJ, K. 􀁾 􀁾􀀻􀀴􀁬􀀧 s?c 2. (c!IO 3> Total Contract Amount Current Bill
ing Previous Billings Balance $59,390.00 596.55 53,360.92 $ 5,432.53
ii:ili.').I.hi_Ci.B it_ili;ili, l 02105/2003 16: 08 FAX 2149418533 .• BARSON UTILITIES 􀁾􀀰􀀰􀀱 5326 W Ledbeller + 214-941-9700 exL#25 Fax Dallas,TX 75236 FAX 21.1·941-13533 Pages: To:
Lv'(e. 􀁾􀀺􀀺􀀮􀀮􀀮􀀺􀁣􀀽􀀭􀀾􀁜􀁟􀁢􀀢􀀬􀀬􀀭􀀽􀁥􀀢􀀢􀀢􀁟􀀫􀀭􀀬􀀭 F_r_om_:_ Fax: llfIJ1... 'f 5"0 􀀺􀀮􀀮􀁟􀀮􀀿􀀱􀁾􀀮􀁚􀁟􀁾􀁟.... .. ....-.....,..􀁾..•._--------Ph.one: ................_••...􀁾
􀁄􀁟􀀳􀁾􀁴􀁥􀁟􀀺__••_?:...:..5:..l2__􀁾 _ o...-d!::::.. L?. ili.. (; -+ 70 o Urgent 􀁾􀁆􀁯􀁲􀁒􀁥􀁶􀁩􀁥􀁷 o Please Comment 0 Please R.eply o Ple3se Recycle • Comments: .__•..􀁾.......􀀬􀀮􀁾􀀭􀁾􀁾􀀭􀀭�
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ji:a,ta+J,I,N".! iE_1iMII.II 􀁬􀀮􀁩􀀤􀁩􀁾••􀁪􀀪􀁾􀀬􀀮􀁪􀀮􀁬􀁬􀁩􀁴􀀮􀁪􀁾 02/05/2003 16:08 FAX 2149418533 BARSON UTILITIES I4J 002 5326 W. Ledbetter • Dallas, Texas 75236 February 5, 2003
RE: Brookhaven Club Sewer Change Order Work Request -Manhole @Sta.6+70 ATTN: Mr. Luke Jalbert Tel: 214-941-9700 rax: 214-941-8533 Change order request d&scrlption: The proposed manhole
at sta.6+70 was not included in our original bid scope when we put this project together, due 10 the fact when we consulted the directional driller and asKed if he needed the manhole
at this station, he said the manhole would actually hinder the bore, therefore, since it was our option to either construct the manhole or not we figured we would not bUild the manhole.
However, during our initial construction meeting your maintenance department requested the manhole be installed. After reviewing the project in more detail there are a number of issues
lhat limits conventional construction techniques: 1) Close proximity \0 the existing town homes. 2) Depth of the manhole, 􀀲􀀹􀁾􀀫􀀮 3) Limited work zone. 4) Overhead power lines limiting
drilling operations. 5) Ellisting sewer will be suspended over the manhole crew. With these types of issues the only safe and executable construction means available to us is to hand
mine the manhole starting around 10 feet which will leave 19vf to hand mine. Change order: 1} Hand mine manhole: 19ft vertical depth @$1000.001 VF= 2) Trench safety design and installation:
3) Manhole installation: $19,000.00 $,5000.00 $17,675.00 $41.675.00 date
.&¥ilt¥iliiJ¥i.li'! iii_ili...i. 􀁏􀁾􀀯􀀳􀀰􀀨􀀿􀀰􀀰􀀳 14:48 FAX 􀀲􀀱􀀴􀀹􀀴􀀱􀀸􀀵􀀳􀁾 ) BARSON UTILITIES IlJ001 BARSON UTILITIES, INC. 5326 W. LEDBETTER DALLAS, TX 75236 214-941-9700
FAX 214-941·85:;3 FACSIMILE TRANSMITTAL SHEET TO, Lukr;:Jalbert Town ofAddison l"A.'C NUMBFR, 972-450-2837 !'tlONP. NT.lMHL::R: 972-450-2860 RE: Extra Time for COJ).tIOl Issues FROM:
Sam Laney DATE, 01-30-03 TOTAL NO. OF l'ACES INCI.UDlNG COVTI11.: 2 D URGENT 0 FOR REVIEW D PLRASH COMM.RNT D l'LTIASF. 􀁒􀁾􀁬􀀧􀁌􀁙 NOlES/COMMEN"X'$: Luke, D PLl::ASu RECYCLE Attached
document is for additional days due to problems with the I;:onttol points. Please contact me ifyou have any que$ti.ons or COtlC(,TIlS. Thank You, Sam Laney SL/rec
SENT BY: FINANCE DEPARTMENT; 972 450 7096; ..:iAiW"Mi'! ii:a".iJti@iW iR&i••i.), 􀁩􀁬􀁩􀁏􀁉􀁾􀀮􀁬􀁪􀀮􀁵􀁪􀀢􀁬􀁬􀀮􀁩􀁬􀁮 ') ;-' /FEB-6-03 n :06; PAGE 1/1 Item Estimated . Price in Ex.tended
No. Quantity Unit Description aod Price in Words Figures Amount Furnish and Install 6-Foot Dia. Standard Manhole at Sta. 6+70, if required or directed by the City, including Backfill
and Pavement 6 J Ea: Replacement (Sheet No.2) $ 17;475.00 $ 17,475.00 . complete in place, the sum of Seventeen Thousand, Four Hundred Seventy-Five Dollars and No Cents PCT Each Fwnish
and Instal1lO-Inch SDR3SSanitary 7 115 L.F. Sewer Line (Sheet No.4) by Open Cut $ 74.00 $ &,510.00 complete in place, the sum of Seventy-Four Dollars and No Cents per Linear Foot Furnish
and Install IO-lnch SDR35 Sanitary Sewer tine (Sheet No.4) by other than Open 8 75 L.F. Cut $ 193.00 $ 14,475.00 complete in place; the sum of One Hundred Ninety-three Dollars and No
Cents per Linear Foot Furnish and Install 4.0 Drop Manholes (Sheet 9 2 Ea. No.4) $ 4,185.00 S 8,370.00 complete in place, the sum of FoW' Thousand, One Hundred Ei2hty-Five Dollars and
No Cents per Each Concrete Pavement Removal, including Curbs, 10 10 S.Y. Driveways and Fun Depth Saw Cut $ 24.00 $ 240.00 i; complete in place, the sum of Twenty-Four Dollars and No
Cents per Square Yard 5 􀁾􀂷􀁢􀀱􀀻􀀧 II􀁾􀀮 IIII, 􀁐􀁆􀁾
HP LaserJet TOWN OF ADDISON 9724502837 JAN-30-2003 14:45 Fax Call Report 3200se n v e n t Job 48 Date 1/30/2003 Time 14:45:18 Type Receive Identification 2149418533 Duration 0:26 Pages
2 Result OK Ol/300003 14: 48 FAX 2149418533 BARSON UTILITIES 1ll00l BARSON UTILITIES, INC. 5326 W. LEDBETTER DALLAS, TX 75236 214.941-9700 ['AX 214·941·B5B FACSIMILE TRANSMITTAL SHEET
Lul«Jalbert Town ofAddii!lt\n DO"': SamLwey 01-30-03 TO"rllL NO. 01' PACl!..o:.INi.l..Ul)INC CovnR., 972·450·2637 1'liONi! N'!.IMIli.::K-972-450·2860 Extra Time for COlltrOl Issues o
URGr.NT e FOR REVIEW D 'P1,f!1\!i1! <.:OMM.RNT 0 I'LI!ASP' II.I:!1'LY 0 PL.l:::AS'" R.ECYCL.I::: Luke) Attached document is for additional daY:i due to 􀁰􀁲􀁯􀁢􀁬􀁥􀁭􀁾 with the control
points. 􀁴􀀾􀁨􀁾􀁡􀁳􀁥 contQct me if you have any que:lCODS or concerns. Thank You, $MIl Laney SLim
i.i*""]' ,._0_1/30/200,3 14 :..!UAX 2149418533 BARSON UTILITIES III 002 5325 W 􀁌􀁥􀁤􀁢􀁥􀁴􀁴􀁾􀁲 • Dallas, Tsxas 75236 1/24/2003 City of Addison 16801 westgrove Drive Addison,TX 75001-9010
ATTN: MR. luke A. Jalbert RE: Brookhaven Club Sanitary Sewer Dear Mr. Jalbert: Tel: 214·g41-9700 Fax: 214-941-8533 With the delays we incurred from the control points issue. We request
an additional five days be added to our contract to off sel the lost time. The City of Addison will add five additional days to the Brookhaven Club Sewer project, bringing the contract
/0 95 calendar days. print signed dale
􀁾􀀧􀁩􀀮􀁥􀁵 /1'\ 􀁣􀁾􀁬 r--'(􀁾 􀀢􀁾􀁉 p'" TOWN OF ADDISON PAYMENT AUTHORIZATION MEMO Date 1/17/2003 Claim #-----Check $._-----Vendor No. Vendor Name Frye Associates Address Address
Address Zip Code 􀁾􀁆􀁕􀁎􀁄 DEPT OBJ PROJ SAC AMOUNT (00) (000) 1(00000) (00000) (000) ($OOO,OOO.OO) Brookhaven Club Drive Park 62 000 56570 93601 979.84 TOTAL $979.84 ======== EXPLANATION
Brookhaven Club Drive Park -Landscape architectural services for schematic site design alternatives -Nov-Dec 2002 Finance
/December 21, 2002 Mr. Slade Strickland Director Parks and Recreation Landscape Development P.O. Box 9010 Addison, Texas 75001-9010 RE: Brookhaven Club Drive Park *INVOICE* Labor Costs
Landscape Architectural services for schematic site design alternatives For November and December. Sixteen {16} hours @$60.00/Hr. Reimbursable Costs Copying and Reproduction Total Amount
Due Payment is due upon receipt. Thank You. 0228.1nv.1 rn Frye Associates Landscape Architecture Planning. Urban Design Architectural Illustration $ 960.00 $ 19.84 $ 979.84 2874 Ridgedale
Drive Lewisville, TX 75067 Tel.lFax:972.459.9277
QTY,lIST DISC PRICE 3 ES {}!)RSZ 211 X36 4.50 0.00 11.50 AMOUNT 13.50 -􀁦􀀧􀁬􀁫􀁉􀁴􀁨􀀯􀁾􀁾􀁨f1\JQ\ . CItJ 3 TR 771553 F:G 3 11/20/02 15:06 Visit us @http://www.kinkos.com14.43 14.48
0.00 SUB 13.50 TX 0.98 TOT Visa CHG XXXXXXXXXXXX8?l0 07/03 039932 I 􀁡􀁧􀁲􀁾 to 􀁾􀀼􀁡􀁹 the above d1IiOunt accordu19 to the card issuer 􀁡􀁧􀁲􀁥􀁥􀁭􀁥􀁮􀁴􀁾 Sign 􀁈􀁾􀁲􀁥􀀺 X _
Jo Ann Shuffield From: Sent: To: Subject: Steve Chutchian Thursday, January 02,200312:45 PM Jo Ann Shuffield RE: Brookhaven Club Dr. Sewer Line Acct . Jo Ann -sorry it took so long to
respond. I have been checking with finance on the appropriate number. 62-000-56570-93601 Steve C. -----Original Message-----From: Jo Ann Shuffield Sent: Tuesday, December 31,20021:32
PM To: Steve Chutchian Subject: FW: Brookhaven Club Dr. Sewer Une Acct See below. I need the account number. Thanks. -----Original Message-----From: Jo Ann Shuffield Sent: Thursday,
December 26, 2002 2:38 PM To: Steve Chutchian; Luke Jalbert Subject: Brookhaven Club Dr. Sewer Une Acct • • _, i '.. . 􀁾􀀺 .• I have an invoice from Frye Associates for landscape design
for Brookhaven Club Sewer for $979.84 for Nov & Dec. What account number did I need to use? 􀀹􀁯􀁾􀁴􀁥􀁈􀁓􀁾 Town of Addison Secretary to Assistant City Mgr, Parks, Special Events Depts
972-450-2851 Fax 972-450-2834 1
01/1612003 15:52 FAX 2149418533 BARSON UTILITIES ) 􀁾􀀰􀀰􀀱 BARSON UTILITIES, INC. 5326 W. LEDBETTER DALLAS, TX 75236 214-941-9700 FAX 214-941-8533 = FACSIMILE TRANSMITTAL SHEET TO:
Luke Jalbert COM1'Ll.NY: Town ofAddison i'AX NUMIlT,?R: 972-450-2837 PHONn NuMBER.: 972-450-2860 nE: fROM: Sam Laney DATE: 01-16-03 'rOT.l\L NO. Of J;>AG:US ll'ICLUDING 􀁣􀀺􀁯􀁶􀁭􀁾􀀺
3 seNDER'S 􀁮􀁆􀀮􀁆􀁔􀁉􀁮􀁅􀁾􀁃􀁬􀀺􀀧􀀻NUMDE"R: YOUR RT:?ffiRHNCI:: 􀁎􀁕􀁾􀁅􀁒􀀺 /Barricade Plan for the BlOC)khaven Qub Sanitary Sewer Line Project o URGENT 0 FOR REVIEW 0 PLJiASLi
COMMENT 0 l'LcASE'RRl'J.Y NOTES/COMMENTS: Luke, Attac:hed is the Barricade Plan for the above mentioned project. Pkase contaf;t me ifyou have any questions or concerns. Thank You, Sam
Laney SL/rec o PLEASB 'RRCYCLE
01/16/2003 15:52 FAX 2149418533 01/15/2003 21:41 8178317<. BARSON UTILITIESBUYERS BARRICADF' .') I4J 002PAGE 02 This drawing is in accordance wilh the latest edition of the Texas manual
on Uniform Traffic Control Devices. BUYERS BARRICADES l INC 􀁾 J:;􀁾 3705 E. 151 STREET -FORT WORTH. TEXAS 76111 -
I4J 003 PAGE 03 BARSON UTILITIESBUYERS BARRICADF:') .".. '.􀀺􀁾􀁾􀀺 01/16/2003 15:52 FAX 2149418533 􀀰􀁾􀁾􀁾􀀵􀀯􀀲􀁥􀀰􀀳 21:41 􀀸􀀱􀀷􀀸􀀳􀀱􀀷􀁾􀀩 -i. I J-J-t I Iri I! .'!j: • ,. . 􀁉􀀮􀁾􀁬
􀁾 · :' 􀁾 Iii''1 .:-." .. 􀁾 : I· . I· Z'Sn. PLAN "A" TYPICAL TWO WAY STREET ONE LANE CLOSURE Nole' 􀀮􀁾__ 􀁾􀀭􀁟􀀭􀀭􀀭􀀮􀀮􀀮􀀮􀀬􀀮􀀭􀀭􀀭􀁾􀀭􀀭􀀺􀀭􀀭􀀮􀀮􀀮􀀢􀀢􀀮􀀭􀀭􀀭􀀭􀀺􀀭􀀭􀀭􀀱 _----loSJJ;;ee..r.
e IlIWi e oS id e.1ar...G.e.oer.al..t!lale s..aad..-neldce.Spacic9-TCP. I c?:Ihi. 􀁰􀁾􀁮 will be used for the following location(s): 􀀬􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀺􀀮􀀻􀀮􀀮􀁊􀀮􀁊􀀮􀀺􀀮􀁴􀀮􀁦􀁩􀀡􀀻􀁾􀁾􀁾􀁾􀁾􀁾􀁟􀁾
􀁾􀁾􀁟􀁣􀀵􀀺􀁵􀁣􀁡􀁛􀀩􀀲􀁊􀀺􀀨􀀮􀀡􀁾􀁫􀀮􀁦􀀺􀀺􀀺􀁄􀁢􀁡􀁶􀁾􀀡􀁫􀁬􀀡􀀺.....) C t vb. t? '-' 􀀻􀁾 ; an that all channelizing devices will conform to "General Notes" as shown on the back.
􀀻􀁾􀀮 i 􀁓􀁩􀀺􀁾􀀧􀁾􀁡􀁴􀁵􀁲􀁥􀀺 􀁾􀀧􀀻 : 􀁾 􀁾􀁟Date: 1-1.5 · ,
BIRKHOFF, HENDRICKS & CONWAY, L.L.P. CONSULTING ENGINEERS 7502 Greenville Ave., #220 Dallas, Texas 75231 Fax (214) 361-0204 Phone (214) 361-7900 JOHN w. BIRKHOFF, P.E. RONALD v. CONWAY,
P.E. GARY C. HENDRICKS, P.E. JOE R. CARTER, P.E. PAUL A. CARLINE, P.E. MATT HICKEY, P.E. DOUGLAS K. SHOWERS, P.E. ROSS L. JACOBS, P.E. Mr. Steven Z. Chutchian, P.E. Assistant City Engineer
Town of Addison P. O. Box 9010 Addison, Texas 75001-9010 Re: Brookhaven Club Sanitary Sewer Dear Mr. Chutchian: December 31, 2002 As requested, we are enclosing the electronic drawing
of plan sheet number one of the Brookhaven Club Sanitary Sewer plans for the Town's use. These electronic files are being transmitted under the following conditions: 1. The electronic
files are compatible with AutoCAD Release 15 or 2000, operating on an IBM compatible PC using Windows NT. 2. Birkhoff, Hendricks & Conway, L.L.P. does not make any warranty as to the
compatibility of these files beyond the specified release of the above stated software. 3. Because data stored on electronic media can deteriorate undetected or be modified, the Town
of Addison agrees that Birkhoff, Hendricks & Conway, L.L.P. will not be held liable for completeness or correctness of electronic media after an acceptance period of fourteen days after
delivery of these files. 4. The electronic files are instruments of our service. Where there is a conflict between the hard copy drawings and the electronic files, the hard copy files
will govern in all cases. 5. Both parties acknowledge mutual non-exclusive ownership of the electronic files and each party may use, alter, modify or delete the files without consequence
to the other party. 6. All electronic files provided to the Town of Addison will not contain engineer's seal, handwritten dates and signatures. By using the electronic file, the user
accepts the above conditions. We are available at your convenience to discuss any questions you may have with the electronic file of sheet one of the Brookhaven Club Sanitary Sewer proj
ect. 􀁑􀁤􀁾􀁾􀁾􀁾 Jolfu W. Birkhoff, P.E. Enclosure cc: Mr. Slade Strickland j:\clerical\addison\1999-123 marsh lane\sanitary sewer\letters\corres\k\electronic file. doc
8L December 23,2002 FINANCE DEPARTMENTIPURCHASING DIVISION E-mail msuh@ci addison tx us Facsimile (972) 450-7096 5350 Belt Line Road (972) 450-7091 P.O. Box 9010 Addison, Texas 75001
Barson Utilities, Inc. Ronald E. Barson, President 5326 W. Ledbetter Dallas, TX 75236 NOTICE TO PROCEED: Brookhaven Club Sanitary Sewer Line Dear Mr. Barson: Receipt of this document
authorizes your company to provide all labor and materials as outlined. in the specifications, and under the terms and conditions of the contract documents for Bid No: 02-45 to start
January 6,2003. You should contact Steve Chutchian, City Engineer at 972-450-2886 or Luke Jalbert, Project Manager, at 972-450-2860, regarding the project. If I can be of assistance
to you, please contact me at 972-450-7091. Sincerely, 􀀭􀁴􀁾􀀮 Minok Suh Purchasing Coordinator Town ofAddison Copy: Steve Chutchian Luke Jalbert
Steve Chutchian From: Sent: To: Subject: Luke Jalbert Monday, December 02, 2002 3:08 PM Jim Pierce; Steve Chutchian; Michael Murphy Brookhaven club sewer J just talked with the gentlemen
with Barsons, who is doing the Brookhaven club sewer job. (well, supposedly doing the Brookhaven club sewer job). They said that they have been unable to get the 10" pipe that is required,
and it won't be ready for about 2 weeks. Because all of there workers are going back to Mexico for the holidays, he would only be able to field a skeleton crew until after new years.
He wanted to be able to start then. On one hand, I want to get this thing rolling, it's taken way to long. On the other hand, I don't want them to get out there, dig a big hole, then
pack up for the holidays, or only work with a skeleton crew. thoughts? opinions?
\) RESOLU"nON NO. R02-091 \ A RESOLUTION BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS, AUTHORIZING THE CITY MANAGER TO ENTER INTO A CONTRACT IN THE AMOUNT OF $512,828.00 WITH BARSON
UTILITIES, INC. FOR CONSTRUCTION OF THE BROOKHAVEN CLUB SANITARY SEWER LINE PROJECT. WHEREAS, staff determined that repair is needed of an existing sanitary sewer main adjacent to Brookhaven
Club Drive; and, WHEREAS, a new 10" sanitary sewer main will also be constructed to eliminate an aerial sanitary sewer line that crosses Farmer Branch Creek; and, WHEREAS, the new sanitary
sewer main will provide added wastewater flow capacity; and, WHEREAS, Barson Utilities successfully completed construction of several related improvement projects for other municipalities
in the area; now therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS: THAT, the City Council does hereby authorize the City Manager to enter into a contract in
the amount of $512,828.00 with Barson Utilities, Inco for construction of the Brookhaven Club Sanitary Sewer Line project. DULY PASSED BY THE CITY COUNCIL OF THE TOWN OF ADDISON, TEXAS,
this the 22nd day of October 2002. Mayor ATTEST:􀁾􀁲􀁦􀁜􀁾􀁌 CitySecre 􀁾 OFFICE OF THE CITY SECRETARY R02-091
.\ 􀀭􀁾 '1 CONSENT OF OWNER 0 SURETY COMPANY ARCHITECT 0 TO FINAL PAYMENT CONTRACTOR 0 SURETY 0 AIA DOCUMENT G707 OTHER Bond No. PRF8668892 PROJECT: (name, address) Brookhaven Club Sanitary
Sewer Line (Bid No. 02-45) Addison, Texas TO (Owner) [ Town of Addison ARCHITECT'S PROJECT NO: 5300 Beltline Road Addison, TX 75240 ] CONTRACT FOR: Construction [ ] CONTRACT DATE: October
22, 2002 CONTRACTOR: Barson Utilities, Inc. 5326 West Ledbetter Dallas, TX 75236 In accordance with the provisions of the Contract between the Owner and the Contractor as indicated above,
the (here insert name and address of Surety Company) Colonial American Casualty and Surety Company 12222 Merit Drive #700 Dallas, TX 75251 , SURETY COMPANY, on bond of(here insert name
and address of Contractor) Barson Utilities, Inc. 5326 West Ledbetter Dallas, TX 75236 , CONTRACTOR, hereby approves of the final payment to the Contractors, and agrees that final payment
to the Contractor shall not relieve the Surety Company of any of its obligations to to (here insert name and address of Owner) Town of Addison 5300 Beltline Road Addison, TX 75240 ,OWNER,
as set forth in the said Surety Company's bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this 21st day of May , 2003 Colonial American Casualty and Surety Company
Surety Company Signature of Authorized Representative Attest: (Seal): TitlePatricia Bartlett Attorney-In-Fact NOTE: This fonn is to be used as a companion document to AlA DOCUMENT G706,
CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, Current Edition AlA DOCUMENT G707 c CONSENT OF SURETY COMPANY TO FINAL PAYMENT. APRIL 1970 EDITION. AlA® © 1970. THE AMERiCAN INSTITUTE
OF ARCHITECTS, 1735 New York Ave., NW, WASHINGTON, D.C. 20006 ONE PAGE
. ,,' .....\ EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or
any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence
of the Secretary or anyone of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require,
or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and
,assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents
specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or anyone of the Assistant Secretaries,
to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf
of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments
in the nature ofmortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further
certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact
as provided in Article VI, Section 2, of the respective By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of
Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the lOth day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meetingduly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any
Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a a certified copy of any power of attorney issued by
the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed
the corporate seals of the said Companies, this _--,2",-",,1s"'-t=--__ day of__----"-'M""a:.Lv , 2003 . Assistant Secretary
Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,
and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, 􀁣􀁯􀁲􀁰􀁯􀁲o􀁡t􀁴he􀁩S􀁯􀁮􀁳􀁾aryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of
u 􀁾 y Article VI, Section 2, of the By-Laws of said Companies, which are set forth on the reverse' \'5 er" i led to be in full force and effect on the date hereof, does hereby nominate,
constit . W. NEWBY, R. Don HURST, Patricia BARTLETT, Julie HO GH and Debbie SMITH, all of Dallas, Texas, EACH its true and 􀁬􀁾􀁾􀁥􀁬 t,execute, seal and deliver, for, and on its behalf
as surety, and aS2'ts a 􀁡􀁾􀁾􀁾􀁤 n ertakingsError! Unknown op code for conditional. and the execution of su 􀀢􀁬􀁊􀁮􀁾􀁩􀁦􀁦􀁩􀁻 i ese presents, shall be as binding upon said Companies,
as fully and amply, to all 􀁩􀁮􀁾􀁳 ad been duly executed and acknowledged by the regularly elected officers of the Company at it 􀁾 al . re, Md., in their own proper persons. This power
of attorney revokes that issued on behalf of Sam J. ., John W. NEWBY, R. Don HURST, Patricia BARTLETT, Julie HOGUE, Ray WATSON, Carol GOODENOUGH, Debbie SMITH, dated February 5,2003.
The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2, ofthe By-Laws of said Companies, and is
now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT
COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, this 21st day of February, A.D. 2003. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY
AND SURETY COMPANY T. E. Smith By: Assistant Secretary Paul C. Rogers Vice President State of Maryland }ss. .City of Baltimore . '()Il this 21st day of February, A.D: 2003, before the
subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT
COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY: COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding ,instrument,
and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Companies
aforesaid, and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were
duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official
Seal the day and year first above written. Sandra Lynn Mooney Notary Public My Commission Expires: January 1,2004 POA-F 168-DD16A
#,R//-/Council Agenda Item: Iil<JI SlJ1\IMARY: This item is for the award ofa contract to Barson Utilities, Inc., for construction ofthe Brookhaven Club Sanitary Sewer Line Project.
FINANCIAL IMPACT: Budgeted Amount: Construction Cost: Source ofFunds: BACKGROUND: $550,000.00 $512,828.00 Funds are available from FY 2002-03 Water and Sewer Fund, as indicated in the
Five Year Capital Replacement Program. The Public Works Department established the need for the rehabilitation ofan existing 10" sanitary sewer main adjacent to Brookhaven Club Drive.
In addition, a new 10" sanitary sewer main will be constructed at this location, in order to eliminate an aerial sanitary sewer line that crosses Farmers Branch Creek, and to provide
added wastewater flow capacity. The firm ofBirkhoff, Hendricks, & Conway, L.L.P. prepared engineering plans and specifications for construction ofthese improvements. Attached is a bid
tabulation for this project. The bid proposal in the specifications for construction was structured to provide an incentive/disincentive method ofbidding the improvements. Specifically,
each bid submitted was required to consist oftwo parts whereby: a. The Contractor submits a standard bid (A), which is the summation ofthe products ofthe estimated quantities shown in
the proposal, multiplied by their bid unit prices. b. In addition, the Contractor submits a time bid (B), which is the product ofthe number ofcalendar days required to construct the
project, determined by the Contractor, and the Daily Value established by the Town. The Daily Value was established in the contract at $1,000. The number ofcalendar days is intended
to include inclement weather, holidays, etc.
) The lowest bid (Total) for award ofthe contract was determined as the lowest sum ofthe standard bid (A) plus time bid (B). The contract establishes the actual contract amount for payment
to the successful contractor to be the value indicated in the standard bid (A). Also included in the bidding process was a provision whereby the Contractor is awarded an incentive payment
if construction is completed prior to the number ofcalendar days he submitted. The total amount ofthe incentive is the product ofthe Daily Value ($1,000) and number ofdays the Contractor
completes the project prior to the established contract time. Accordingly, the contract provides for a disincentive amount to be established based on the product ofthe Daily Value ($1,000)
and amount oftime that the Contractor exceeds the established contract time. The total incentive payment cannot exceed $25,000. However, there is no limit to the amount ofdisincentive
reduction (same as liquidated damages) from the Contractor's final payment that the Town will impose for going over the contract time limit. Barson Utilities, Inc. submitted the lowest
Total bid (A + B), in the amount of $602,828.00 and 90 calendar days. The actual amount ofthe standard bid (A) recommended for award is $512,828.00. This amount is within the engineering
estimate of$550,000. In addition, the Engineer estimated that it would take approximately 120 calendar days to complete a project ofthis magnitude and complexity. The number of calendar
days submitted by Barson Utilities, Inc. (90 calendar days) represents a potential reduction oftotal construction time by approximately 1 month. The contractor was subject to an extensive
reference check by the Engineer and staH: and was found to have successfully completed construction of several related improvements in other municipalities in the area. RECOMMENDATION:
Staffrecommends that Council authorize the City Manager to enter into a contract with Barson Utilities, Inc., for the Brookhaven Club Sanitary Sewer Line Project, in the amount of$512,828.00.
􀁾 -L -....;: 􀁾 ,--'-Brookhaven Club Sanitary Sewer Line BID NO 02·45 DUE: October 1, 2002 2:00 PM -I .. f'tJ-0o 􀁾􀁯 􀁾 till c_ 􀁾 '£)( Bid C en ftJ CII f» >-U >-BIDDER a1 a2 «G) -till
-ftJ SIGNED Bond _N 􀁾􀁾 􀁥􀀮􀁾 Total (A+B) John Burns y y y y 817,120.00 120 120 000.00 937120.00 Barson Utilities y y y y 512,828.00 90 90,000.00 602828.00 rfluruJv lJuA Minok Suh,
Purchasing Coordinator C<YWf 􀁨􀁾 Corey Gayden, Witness