Tho HNTB Componln Engineers Architects Planners Letter of Transmittal We ere lorwardl"'' to you: Estimates Reports Change Order Book 15150 Surveyor Blvd. Addison TX. 75001 Telephone (972) 361-Q064 Facsimile (972) 361·0065 www.hntb.com HNTBJob# VIA Dale: TCII: R011erdlnQ: 25768 Ampaho Road-Phase III April27, 2005 Steve Chutchian Town of Addison P.O. Box 9010 16801 Westgrove Drive Addison, TX 75001 Shop Dwg Submiltal161.1 Plans ....!....._ Shop Drawings Disk Other Prints Samples Copy of Letter #of Copies Drawing # Last Dated Code Description I 6 I Submittal # 61.1 4/27/05 I 2ft x 2ft Bronze Plaque These are transmitted: ....L_ For approval Copies for distribution MNTB For your use Return Corrected prints As requested Resubmit Copies for review Submit X For Review & comment No exception taken Amend and resubmit Make corrections noted Please note: Please return four (4) copies for distribution. Please review for location of plaque to be mounted on bridge structure or site. By: Guy Van Baulen, BIT Copy t01: File File Archer Western Contractors To: HNTB 􀁾􀁅􀂧􀂩􀁲􀁮􀁯􀁷􀁲􀁮􀁀􀀠APR 2 7 2005 2121 Avenue "J", Suite 103 Arlington, TX 76006 Phone: 817/640-3898 HNTB CORPORATION Fax: 817/640-8734 DALLAS, TEXAS Letter of Transmittal Transmittal: 204059-5) 5910 W. Plano Parkway, Ste 200 Date: =tf.:....;-::;/r-::-z-:tz-'/7-o-'>.;:L'-:::::=-----Plano, Texas 75093 Project: ARRAPAHO ROAD PHASE Ill From: lrndrew 5chnee:nann Attn: Deliveried via : 1..f.c. ,lJ I Gu Van Baulen We are sending you : Ounder Separate Cover }( Submittals Plans --.,,<......>..___Photos Specifications _____ O&M's ---,---Invoice _____ Copy of Letter _____ Shop Drawings ----Disks CD/DVD's ----fJ(c.>.--__ Other: ___ 7 _' __ Other: No. Copies Date Description ( 7 I I 'V ' ____ Approved as Submitted ______ Resubmit Copies for Approval ____ Approved as Noted Resubmit Copies for Distribution ____ Returned for Corrections ______ Return Corrected Prints For Review & Comment -----Comments: ARCHER WESTERN CONTRACTORS, LTD. 2121 Ave J, Ste. 103 Arlington, Texas 76006 PH: (817) 640-3898 FAX: (817) 640-8734 SUBMITTAL Date: April 26. 2005 Submittal# 􀀺􀁾􀀮􀀮􀀱􀀠___ __;6;..;1.:..;.1;__ __ ---l To: HNTB I Town of Addison 16801 Westgrove Addison, Texas 75001-9010 (972) 450·2886 Attn: Guy Van-Baulen Submittal Specification Reference: Description of Submitted Item: Manufacturer/Sub/Sup plier: Related Section I Drawings: Additional Comments: Contractor's Certification "Having Checked this submission, we certify that it conforms to the requirements of the Contract in all respects, except as otherwise indicated." Sign: Print Name: Title: Asst. Project Manager Reviewed by: Andrew Schneemann Date: April 26, 2005 Copy: File Project: Arapaho Road Phase Ill 2x2 Plaque 2 x 2 Plaque Southwell Company Plans New Submittal : X Re-Submittal : AfiN # 204059 Engineer: HNTB Engineer's Stamp HNTD ARCHITECToENGINEERoPLANNER8 fi910 W. PLANO PARKWAY, SUITE 200 Pi.ANO,lX 76093 972-681..ss25 REC'D OCT 2 9 1996 GIBSON & ASSOCIATES. INC. 1121 0 Ryliecrest P. 0. Box 800579 Balch Springs, Texas 75180-0579 214/557-1199 FAX 557·1 552 Engineers and Contractors IIC 1L 􀁾􀀠 INnoany October 28, 1996 cc.. eJ, /) 5 ?frl' r /O·Z '?· 'f{, Mr. Bryant Nail Columbus Realty Trust 15851 Dallas Parkway Suite 855 Ddllas, Texas 75248 Re: Addison Circle/Public Infrastructure-Phase I Dear Sir: I have been trying to sit down with you for a couple of months to discuss your reluctance to pay for the over-run of Item Numbers 148, Remove and Replace Pavers, and 149, Flex Base, on the above mentioned contract. Due to your busy schedule we have been unable to sit down and discuss these items, so this letter will clarify my position and hopefully resolve our difference on the matter. The plan quantity for Item 148 is 2,670 SF. During the removal and replacement of these pavers we had to remove an additional 82 SF of pavers. The reason being is that we could not stop at the planned limits because of existing dips and ruts in the existing driveway. I do not believe there should be any problem with paying for this 82 SF since it is a per square foot item and no one would have wanted us to leave a dip or rut adjacent to a repaired area. This brings us to the larger over-run which was 400 SF located just inside the west gate of the water tower site, abutting the convention center parking lot. This area had to be replaced, as Mr. Baumgartner stated, because it was not passable for vehicles. I do not believe any of us could argue that point. The only argument could be why it was not passable. When we started the removal of the designated contractual area this entrance was in bad shape, having numerous ruts and dips in it. We took pictures at that time if you are interested in seeing them. The area was bad, but passable. I did not see this area before the fence around the water tower was taken down, that was done before our contract started, but the City's video of the project shows far less ruts than do my pictures. Mr. Bryant Nail Page -2-The only equipment that we used that crossed the area in question during the time of removal was a skid steer loader which is small in size. The equipment which Columbus' subcontractor crossed this area with during this period that I witnessed where 18 wheel dump trucks hauling sand and stone for the retaining wall behind Building "B" and an occasional truck taking a short cut to the parking garage "C". When we removed this additional 400 SF of pavers to repair them we discovered that there was no base material under them. Mr. Bruce Ellis a.nd Mr. Brandenburgh can confirm this. In my opinion that is why the area rutted up from the equipment and the trailers in the first place. We had our subcontractor remove the mud from the subgrade, compact the subgrade, install flex base and relay pavers to an acceptable manner to the Town of Addison. We have billed for 3,152 SF on Item 148 and 350.22 SY on Item 149 on Estimate No. 7 just as we had on the two previous estimates. I hope this letter letter helps you to understand our position and request for payment for these items to be made on the October Payment. If you have any questions, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀀻􀀲􀁟􀀭Mark Person Project Manager MP/ms cc: Mr. John Baumgartner/The Town of Addison Mr. David Meyers/Huitt-Zollars, Inc. A 􀁾􀀠 . . a511311996 11:46 21496a7684 TOWN HALL OF ADDISON ---------PAGE a1 SENT BY: 5-13-Sf : ll: 􀁾􀁓􀁁􀁍􀀠 HUITT·ZOLLARS. INC.-2149607664:# 1/I I ·-'-'I' • '1-'"f GIBSON 􀀱􀀱􀁾􀀱􀀰􀁾􀀠......... P.O IDIIOOIJI lololl &prngl, T0111 􀀱􀁾􀀱􀀭􀁲􀁡􀀠214m7·1181 FAX M7·1m May 10, 1996 Mr. David Myers Kuitt-Zollars, Inc. 3131 McKinney Av.,rme Suite fiUO Dallas, 􀁔􀁥􀁾􀁡􀁳􀀠 75204 MAY181996 Re: Addison Circle/Phas Public Tnfrastructu e I Dear Sir: This letter is a follo 1996 concerning removal above mentioned projec up of our phone conversation gn May 9, of an 􀁥􀁾􀁩􀁳􀁴􀁩􀁮􀁧􀀠 headwall and rip-rap on the On Sheet 16 of the pla s it calls for removal of headwall and riprap on the east siue o Quorum Drive. It also indicated that the structure on the west lalf of Quorum has already been removed. While laying sanitary encountered the rip-ra direct conflict with o ewer down the and headwaU r work. west side of Quorum we have still in 􀁾􀁸􀁩􀁳􀁴􀁥􀁮􀁣􀁣􀀠 and in At 􀁴􀁨􀁩􀁾􀀠 time we have s arted removal of this structure so as not to delay the projecl. We request the Bid Ite Rip-Rap which is set u the cost of thiR work. H341 Remove and Dispose of Headwalls and as 1 􀁌􂀢􀁾􀁐􀀠 sum, be paid as 2 Each to cover If there are any quest"ons regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, NC. 7'/.-i. 􀁾􀁾􀀭􀀯􀀠-Mark Person a,>ro:)ect Managet MP/ms as/13/!ggG 1a:4s " 214g6B7684 TOWN HALL OF ADDISON PAGE az -------SENT ov=xero• Tolecopier 70Z1 5-1a-e 9=22AM GiDson 􀁾􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 2149607664:1 2 1 I 110 llytloorn1 ,,0. h• IOOIH lllctl lpJtnae, Tex11 151-lt I1W7·1181 FAX 1117-11112 GIBSON May 10, 1996 Mr. Bryant Nail ASSOCIATES, INC. ev 􀁥􀁾􀀮􀀭􀀢􀀵􀀠 1Yvt-7 5"-1> ·'if-I Vice Preaident/Developm nt Columbus Realty Trust 􀀱􀁾􀀸􀀵􀀱􀀠 Dallas Parkway suite 855 Dallas, Texas 75248 Re: Addison Circle -Ph se l -Public Infrastructure Dear Mr. Nail: In 􀁲􀁥􀁾􀁰􀁯􀁮􀁳􀁥􀀠 to your lel·er of April 25, 1996, we do not underatand the action of the Addi n Town Council to have Deen to fin,lly approve the requested enge Order pursuant to which Columbus Realty Trust eou9ht to completely eliminate certain line items from our Contract. Sp cifically, our understanding of the diacuseion which was held at the 􀀧􀁉􀀧􀁴􀁾􀁷􀁮􀀠 Council meetin9 was that the action had been approv d subject to certain contractual 􀁾􀁲􀁥􀁶􀁩􀁳􀁩􀁯􀁮􀁳􀀠 bein9 drafted which wo ld, in the opinion of the City's attorneys, protect the City from ny potential liability as a result of that aut1on. As you know, Gibson & eantly affected by the impact but, just as 􀁾􀁩􀀠 􀁥􀁯􀁮􀁾􀁴􀁲􀁵􀁥􀁴􀀱􀁯􀁮􀀠schedule, to the completed strce signing and traffic co dealt with in our Cont which is acceptable to ssociates, Inc. is 􀁭􀁡􀁴􀁥􀁾􀁩􀁡􀁬􀁬􀁹􀀠and eign1f1-􀁰􀁾􀁯􀁰􀁯􀁳􀁥􀁤􀀠 action, not just by the financial nificantly, by the potential impact on our our contractual obligations as it relates system, our liabil1 ty for barricadin9, trol, etc. Each of those items must ba act with the Town of Addison in a manner Gibson & Associates, Inc. With regard to your r est relating to the deleted line items of work, Gibson I Associ as, Inc. has made its position well known to Columbus Realty 􀁔􀁾􀀠 st a& well as the Town of Addison. Specifically, Gibson I Asaoc ates, Inc. (as well ae other bidders on the Project) w"Le instruc ad and o6visftd to include all coat ntcesoary lo complete the work n th var'ous line 1tern of work for which pricin9 􀁷􀁡􀁾􀀠 provided n the Con rae Docurnenta. The Instructions to 􀁂􀁩􀁤􀁤􀁥􀁾􀁳􀀠 (PF-3) ina ructed all bidders to include the value of any required bonds, i aurance, taxes and other coat! for which nQ e a te a item i r vided in the unit prices which were "'p-"r"'o:::vTd'<'e"'"d'i--'1'"'· 􀁮􀀺􀀺􀀮􀁯􀀮􀀬􀁴􀀢􀀢􀀢􀀧􀁥􀀢􀀢􀀧􀀭􀁾􀁢􀀺􀀺􀀮􀀬􀀮􀀺􀀮􀀮􀀭􀀮􀀻􀀧􀁦􀀭� �􀁣􀀻􀀮􀀾􀁵􀀼􀀮􀀺􀁭􀀢􀀧􀁥􀀢􀀧􀁮􀀺􀀮􀀻􀀺􀀮􀀺􀁯􀁬􀁬􀀮􀀠 The Instructions to Bidden did not require or 􀁳􀁵􀀹􀁧􀁥􀁾􀀠 that those additional coats 􀁦􀁯􀁾􀀠whi;h-nQ 􀁳􀁥􀁰􀁡􀁾􀁡􀁴􀁥􀀠 pay items we e provided were to be 􀁡􀁬􀁬􀁯􀁣􀁡􀁴􀁥􀁾􀀠 in any way, or to be inulud&d wit any particular pay ita1n. There is no 􀁾􀀵􀀯􀀱􀀳􀀯􀀱􀀹􀀹􀀵􀀠 􀀱􀁾􀀺􀀴􀀵􀀠 􀀲􀀱􀀴􀀹􀀵􀁾􀀷􀀵􀀸􀀴􀀠 SENT BY:xarox TelccOPier 1021 5-13-9 Mr. Bryant Hail May 10, 􀀱􀀹􀀹􀁾􀀠 Page -2-TOWN HALL OF ADDISON PAGE 􀁾􀀳􀀠 9:23AM Gibson 6 Assoeiatea• mention of (let alone n requirement to) spread those costs ratably or proportionat ly among the line item costs as you suggest. In (act, the ly inntruct1on contained in the bid documents which relates to limitation of coste w1tn1n Lhe line items is the establishm nt of the maximum charge for mobilization (limited to 3i of the t tal bid). Gibson & Associates, I c. is an experienced and reputable general contractor which bids, executes and per!orms on a raqular basis public construction co tracts whicn are based upon line item pricing. The manner i which it allocnted those costs for which no line item was inclu ed in the Addison Circle -Phase l -􀁾􀁵􀁢􀁬􀁩􀁣􀀠 Infrastructure Project is exactly how it allocates those coats on projents for other pub ic owners throughout Texas. There is no industry practice whic supports the position taken in 􀁹􀁯􀁵􀁾􀀠 April 25 letter. Had 􀁨􀁥􀁾􀁥􀀠 been a requirement in the Instructions to Bidders that all co ts for which no line item is available are to be spread, allocate or in some way disbursed throughout the remaining line items 1 any particular manner, G1bson I Associates, Inc. would certainly have followed that instruction. Additionally, there i no legal authority upon wh1oh columbus Realty Trust or the 􀁾􀀠 n of Aodison can rely which impose• any duty on the part of a idder under either the bid documents or the Contract Documents ut'lized in this case which would require them to allocate non-line tem costs and revenues in a manner which your April 25 latter ugqests. It is obvious that Co money in this case. simply obtained quote of work contained in Associates, 􀁉􀁮􀁾􀀮􀀠 deni Realty 􀁔􀁲􀁵􀁾􀁴􀀠 have the done and again renews Gibson & Associates, line item was provide provided as well as i eliminated line items it can complete the a items at a cost less includes certain othe umbus Realty Trust is motivated entirely by y your own admission, Columbus Realty 􀁔􀁾􀁵􀁳􀁴􀀠 from various partie& for each of the items he separate line items. (Gibson & e 􀁴􀁨􀁾􀁴􀀠 the 􀁾􀁯􀁷􀁮􀀠 of Addison or 􀁃􀁯􀁬􀁾􀁭􀁢􀁵􀁳􀀠 􀁡􀁾􀁴􀁨􀁯􀁲􀁩􀁴􀁹􀀠 to eliminate line items as it has ita objection to that action.) Because nc. properly allocated coats tor which no into oertain specific line items whicn were eluded overhead and profit in each of the Columbus Realty Trust has determined that ecific item of work called for in those line han the total amount of th• lina item which coats. You have 􀁢􀁳􀁾􀁮􀀠 aware for 􀁡􀁥􀁶􀁥􀁾􀁡􀁬􀀠 ,05/13/1996 10:45 2149607684 -----·---· .. --· TOWN HALL OF ADDISON PAGE 04 SENT BY:Xtrox Telocopier 7021 5-13-9 2149807684:1 4 Mr. 'Bryant Nail Mey 10, 1996 Paqe -3-􀁾􀁥􀁥􀁫􀁳􀀠now that the barri ading, street signa and traffic control line item included lin a dition to the net costs of the barricade rental alone) he entire coat of Gibson a Aaaociatea• project superintendent, 􀀱􀁾􀀠 pickup, phone and related coats, chemical toilets as well as overhead and 􀁾􀁲􀁯􀁦􀁩􀁴􀀠on all of those costs. Those costs war included within the barricading, street siqn and traffic contro line item because the line item costs are to be char9ed monthly f r the duration of the Project. with reoard to the tree fane ng line item, Gibson a Aasooiatelll, Inc. included a portion of i s overhead and profit in that line item which i» an amount in e cesa of the coat solely attributed to the tree rencing alone. In conclusion, Gibson & by Inatructions to Bidd or applicable case law, revenu&s necessary to items in a manner your entitled to be paid th included within the li accounting for those 1 your reference. All o Exhibit "A" which rela Project for which no 1 overhead and profit fo line items wh1oh have retained in the 􀁃􀁯􀁮􀁾􀁲􀁡􀀠 Associates, Inc., is not required, either rs, Contract Documents, industry practice to have allocated those costs and plete the Project in the provided line letter suggests. We are, to the contrary, full amount of those coats which were e items which have now been eliminated. An ems is attached hereto on Exhibit "A" for the monies reflected on the attached a to costs necessary to complete the n• item was provided or which include the entire jOb which were included in the een entirely eliminated must be t tn their entirety. It is our belief that t is appropriete to prepare a comprehensive Change Order No. 1, 1 elude therein the necessary revised langua9e and provisio in the Contraot which relate to the changed responsibiliti s of Gibson a Associatea, Inc., reflect the elimination of eertai aspects of work from GibBOn's Contract and raduce the contract unt by the actual coats of the line items eliminated while reto1ning all of the other costs included within the eliminated line 1 ems which are roflected on Exhibit A. Gibson & Associates, nc. is in a position to execute a change order of this type as soon os it has been prepared. I look forwar4 to hearing fr you. very truly yours, GIBSON & 􀁁􀁓􀁓􀁏􀁃􀁬􀁁􀁔􀁾􀁓􀀬􀀠 NC. 􀁾􀁾􀁾􀀠Executive Vice Presid nt AJJ/ms enol: es/13/1996 1e:45 21496e76B4 TOWN HALL OF ADDISON PAGE es -􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠---SENI BY;)(erox Telecopiar 1021 ; 5-13-9 EXHIBIT A Ilem 105 6" subgre.de rep 14,247 SY A) Sub 􀁾􀁲􀁩􀁣􀁥􀀠 1 .88/e B) 􀁾􀁸􀁴􀁲􀁾􀀠 Concrete du to Undercut 205 CY @$58.0 /cy c) Fine Grading 6 cays @$2,41 /day Overhead and Profit ltam 10& Hydrated Lim A) Sub Price 90.08/overhead & Protit 257 Tons $26,784.36 11,690.00 $23,150.56 1,852.04 􀀤􀁾􀀵􀀬􀀰􀀰􀀲􀀮􀁴􀁩􀀰􀀯􀀲􀀵􀀷􀁔􀀠c97.29/ton Item 128 Barricade& 1 Traffic control 18 Months A) Barricade Rental 975/MO x 1.0825 B) Superintendent PTI 18 mo 950/MO X 1.3Sx4. 3x18 C) Superintendents 􀁾􀀠ckup 650/MO x 18 D) Superintendents P one 150/MO X 18 K) Chemical Toilet 75/MO x 16 Fl Misc. Office Supp iea SO/MO x 18 overhead and Profit Item 210 Tree ranee 4,964 LF coat $14.16/tF Overhead and Prof t $18,997.88 99,951!.0!1 15,300.00 2,700.00 1 1 350 r 00 $139,205.9 27 I 841 0 19 S167,0I7.1Z/18MO =$9,280/MO $70,290.24 􀀱􀀴􀀮􀀰􀀵􀀸􀀮􀁾􀀵􀀠$84,348. 9/4,964LF •$17. 00/lt' CALCUL 􀁔􀁉􀁏􀁾􀀠 OF REVISED CONSIDERATlOR TO BE lAID DUE TO THE BLIMINATION OF I MS 105, 106, 128 􀁁􀁾􀁄􀀠210 1. rtem 105 2. Item 106 3. ltem 128 4. Item 210 􀁔􀁯􀁾􀁡􀁬􀀠 Revised conside to Gibson & Associate Total Elimination of OH&P OH&P superintendent Pickup Phone Toilet Office Supplies OHIP OH&P ation to be Added Contract FollowLnq 1ne 􀁉􀁴􀁥􀁭􀁾􀀠 􀀱􀀰􀁾􀀬􀀠 106, 4,250.7!1 1,852.04 􀀹􀀹􀀬􀀹􀀵􀀸􀀮􀀰􀁾􀀠15,300.00 2,700.00 1,350.00 900.00 27.841 019 14,058.0' $168,210.08 1211 and 210 05/13/1996 10:37 2149607684 SENT BY:xerox Tolecopier 1021 : 5-1 􀀬􀀬􀀬􀀰􀁾􀀠􀁾􀀮􀁏􀀮􀁉􀁯􀁸􀁩􀁃􀁉􀁏􀁉􀁎􀀠lllcii..,.,..,Tnn 71110oa17t 21 .... 7·11 .. 􀀧􀁾􀀱􀀱􀀷􀂷􂀢􀀱􀀱􀀲􀀠 GIBSON May 10, 1996 Mr. Bryant Nai Vice Columbus Realty 15851 Dallas Parkway Suite 855 Dallas, 􀁔􀁥􀁸􀁾􀁥􀀠 75248 Re: Addison Circle -Daar Mr . Na 11: TOWN HALL OF ADDISON PAGE 02 9:22AM GibSon & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 ASSOCIATES, INC. ............ se I -Public Infrastructura In response to your of April 25, 1996, we do not understand the action of the 􀁁􀁄􀁪􀁾􀀱􀀱􀀱􀁣􀁰􀁮􀀠 Town Council to have been to finally approve the requested Order pursuant to which Columbue Realty Trust sought to y eliminate certain line !tams from our Contract. , our under8tand1ng of the discul!leion which was Council meeting was that the action had bean certain contractual provisions being drafted n opinion of the City's attorneys, protect the City potential liability as a result of that action. As you know, Gibson a 􀀱􀁜􀁾􀁾􀀺􀀻􀁾􀁾􀀻􀀺􀁡􀁴􀁥􀁳􀀬􀀠 Inc. is materially and aiontficantly affected by ed action, not just by the financial impacl but, just as y, by the potential impact on our conatruction achedule, 􀁯􀁢􀁬􀁩􀁾􀁡􀁴􀀱􀁯􀁮􀁳􀀠 as it relates to the completed street , our liability tor barricadinq, signing and traffic etc. Each or those itema must be dealt with in our with the Town of Addison in a manner which is accsptable & Associates, Inc. 􀁲􀁥􀁣􀁾􀁣􀀱􀁳􀁴􀀠 relating to the deleted line item• or 􀁁􀁾􀀺􀀺􀁯􀀻􀁾􀁾􀁾􀀺􀀻􀁾􀂷􀁳􀀠 Inc, has made its poaition well known 1 well as the Town Addison. Specifi-􀁡􀁮􀀺􀀽􀁾􀁾􀁾􀁾􀀻􀁾􀁾􀀺􀀺􀁾􀂷􀂷􀀺􀂷􀀠 Inc. (as well aa bidders on the 1• advised to 65/13/1996 16:37 2149667684 TOWN HALL OF ADDISON SENT sr:xerox 􀁔􀁥􀁬􀁥􀁣􀁯􀁾􀁬􀁥􀁲􀀠 1021 : 􀁾􀀭􀀱􀁡􀀠 98 s:zaAM ; Gibson & 􀁁􀀸􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁣􀁾􀀠 Mr. Bryant Nail May 1 o, 19!16 Page -2-PAGE 63 2148807684 ;a a mention of (let alone n reQuiremont to) spread those costs ratably or proportionat ly among the line item co&tl a1 you suggest. In fact, the nly instruction contained in the btd documents which relates to limitation or costs within the line items is the establishm nt of the maximum charge for mobilization (limited to 3t of the t tal bid). Similarly, the Contract Section 40) 􀁲􀁥􀁱􀁵􀁩􀁾􀁥􀀠 the r 􀁵􀁩􀁲􀁥􀁾􀀠b the P a i em is inc u e nto t was tha case in 􀁴􀂷􀁾􀁥􀁾􀁉􀁾􀁮􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠 required to include all into the pay items whio nor requirement that t provided were to be all among all of the work 1 Gibson I Associates, In contractor which bide, public construction con pricing. The manner in no line item was includ Infrastructure Project projects for other publ industry practice which April 25 letter. Had t to Bidders that all cos to be spread, allocated remaining line item• 1n Associate&, Inc. would . is an experienced and reputable general xecutes and performs on a regular baail racts which are based upon line item which it allocated those coat& for which d in th9 Addison Circle -Phase I -Public a exactly how it allocates thoee costs on c owners throughout Texas. There ie no supports the po1ition taken in your ere been a requirement in the Instructions s tor which no line item 11 available are or in some way disburaed throuqhout the any partioular manner, Gibson I ertatnly have followed that inetruction. Additionally, there ie o legal authority upon which Columbus Realty Trust or the To or Addison can rely which impoeas any duty on the part of a b dder under either the bid documents or the Contract Documents util'zed in this case which would require them to allocate non-line it costs and revenues in a manner which your April 25 letter su ;eets. It is obvious that Colu bus Realty Trust is motivated entirely by money in this case. By your own admission, Columbus Realty Trust simply obtained quotes rom varioua parties for each of the items of work contained in th separate line itama. (Gibson I Associates, Inc. denies that the Town ot Addison or Columbus Realty Trust have the a thority to eliminate line items as it haa done 􀁡􀁾􀁤􀀠 again renews 1 s objection to that action.) Because Gibson & Associates, In . properly allocated costs for Which no line item was provided to certain specific line items which ware provided aa well as inc dad overhead and profit in each of the eliminated line itama, lumbus Realty Trust haa determined that it can complete the ape fie item of work called for in those line items at a cost less th the total amount of the line item which includes certain other sts. You have been aware tor several 05/13/1996 10:37 2149607684 TOWN HALL OF ADDISON SENT BYiXerox Teleeopier 7021 ; 5-13 86 s:2aAM ; Gibson & 􀁁􀁳􀁳􀁯􀁥􀁩􀁡􀁴􀁴􀀵􀁾􀀠 Mr. Bryant Nail May 10, 1996 Page -3-PAGE 04 2149807884:• 4 weeks now that the barr ceding, street signs and traffic control line item included (in ddition to the net costs of the barricade rental alone) the entire cost of Gibson a Associates• project superintendent, his pickup, phone and related coats, chemical toileta as wel as overhead and 􀁰􀁾􀁏􀁦􀁩􀁴􀀠 on all of those costs. Those costs war included within the barricading, atreet sign and traffic contro line item because the line item costs are to be charged monthly f r the duration of the Project. With regard to the tree fane ng line item, Gibson a Associates, Inc. included a portion of i s overhead and profit in that line item which is an amount in e cess of the cost solely attributed to the tree fencing alone. In conclusion. Gibaon a Associates, Inc., is not required, either bY Instructions to Bidd rs, contract Documents, industry practice or applicable case law, to have allocated those coats and revenues necesaary to c mplete the Project in the provide4 line items in a manner your 􀁾􀁴􀁴􀁥􀁲􀀠suggests, we are, to the 􀁣􀁯􀁮􀁴􀁾􀁡􀁲􀁹􀀮􀀠 entitled to be paid the full amount of those coats which were included within the lin items which have now been eliminated. An accounting for those it ms is attached hereto on Exhibit "A" for your reference, All of the moniee reflected on the attached Exhibit "A" which relat to costs necel8ary to complete the Project for which no 11 a item was provided or which include overhead and profit for the entire job which were included in the line items which have b en entirely eliminated must be t-etained in the Contrac in their entirety. It is our belief that i is appropriate to prepare a comprehensive Change Order No .. 1, in lude therein the necessary revised language and provisions ·n the contract which relate to the chan9ed responsibilitie o! Gibson i Asaooiatea, Inc., reflect the elimination of certain pacts of work from Gibson•a Contract and reduce the contract amo t by the actual costs of the line items eliminated while retaini g all of the other costs included within the eliminated line lte which are reflected on Exhibit A. Gibson 1 Aaeociatee, Inc. is in a position to execute a change order of this type as so n as it has been prepared. I look forward to hearing from ou. Very truly yours, GIBSON I ASSOCIATES, INC. 􀁾􀀯􀀭Executive Vice President encl: ,. 05/13/1996 10:37 2149607684 TOWN HALL OF ADDISON SENT 􀁥􀁶􀀺􀁸􀁥􀁲􀁡􀁾􀀠 Telacapier 7021 : s-13 se s:24AM : Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 XIIIBIT A I em 5 6'' Sub!j'rade Prep 14,247 SY A) Sub Price 1.88/y B) Extra Concrete d e to Undercut 205 CY t S58. 0/cy C) Fine Grading 6 Days I $3,410/day Overhead and Profit Item 106 Hydrated Lime A) Sub Price 90.08/r Overhead 1 Profit 257 Tons $26,784.36 11,890.00 Item 128 Barricades I raffic Control 18 Months A) sarricada Rental 975/MO X 1.0835 X 18 mo $18,997.88 B) Superintendent PTt 950/MO X 1.35x4,3 18 99,958.05 C) Superintendents P1 up 850/MO X 18 15,300.00 D) Superintendent• 150/.!10 X 18 2, 700,00 E) Chemical Toilet 75/MO x 18 1,350.00 F) Misc. Office Suppli s 50/MO X 18 PAGE 05 Overhead and Profit 􀀲􀀷􀀬􀀸􀀱􀀱􀀮􀀱􀁾􀀠$167,0 7.1 /18MO •$9,280/MO Item 210 Tree Fence 4,964 LF cost 514. 16/LF Overhead and Profit 1. Item 105 2. ltem 106 3. Item 128 4. Item 210 ClLCULATI TO BE PAI ITEMS OF REVISED CONSIDERATION DUE TO THE ELIMINATION OF 05, 106, 128 AND 210 OH P OH P su erintandent Pi kup Ph ne To let Of ioe Supplies OH P OH P 4,350.75 1,852.04 99,958.05 15,300.00 3,700.00 1,350.00 900.00 27,841 • 19 14,058.05 Total Heviaed considerati n to be Added $168,210.08 to Gibson & Associates Cor tract Following Total Elimination of Line Item3 10,, 106, 128 and 210 􀀭􀀭􀂷􀂷􀀭􀀮􀀭􀀭􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀭􀀭􀀺􀀭􀂷􀀮􀁾􀂷􀀭 -·--·-- SENT BY:xerox Telecopier 7021 5-17-96 2:32PM Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 9316643:# 2 CX--.ch-rd. 7&-J'-y D..u/d__. 􀁾􀀩􀀧􀁥􀀯􀀱􀁾􀀠 GIBSON & ASSOCIATES, INC. 6ru..ce._ UCLs 11210 llylloc"''' P.O. Bo1 1100571 Bolch 8prtn11, T1n1 751-71 21.1!!17·1188 FAX 557·1552 May 17, 1996 Mr. Bryant Nail En,ln"ra ond Controoe.r. Columbus Realty Trust Vice-President, Development 15851 Dallas Parkway Suite 855 Dallas, Texas 75248 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: At approximately 2:00 PM today, Mr. Mark Person, our Project superintendent, reported that we had checked the subqrade on Witt Mews and found approximately 75% of it off grade by as much as 2 inches. The 2 inches low is acceptable to us if you want to pay for the concrete. However, the 2 inches high is completely unacceptable unless you waive the minimum thickness requirement for the pavement. Our crew is continuing to make form line grade and set our outside forms. We were informed by your superintendent that they would correct the grade problems over the weekend. If the grade is not acceptable when our crew arrives Monday morning, they will be on your payroll until the grade is corrected. I am not trying to be smart about this situation, but this is exactly why the subgrade preparation should have remained in our contract. We are in receipt of a letter from Huitt-Zollars, Inc. dated yesterday saying they checked the grade and found it according to specifications. Again, a complete waste of time and money. SENT sy:xerox Telecopier 7021 5-17-86 2:32PM Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 Mr. Bryant Nail Page -2-I look forward to meeting with you next week. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁨􀁥􀀿􀀠William E. Gibson, P.E. President 1'/EG/ms cc: Mr. David Meyers, Huitt-zollars, Inc. Mr. Mark Brandenburg, Columbus Realty Trust Mr. Bruce Ellis, The Town of Addison -:.....---·-··---- -----·-· -------------8316643:# 3 FILE No. 057 05/03 '96 15:26 JD:FORD YUNGBLUT ET AL G.uy l.. WJ.;t., FORD YU N G 13 L lJ T WHITE SALAZ:'\ R. Dlr"« [);o/• 􀀨􀁚􀁬􀁾􀀩􀀠􀀶􀀲􀁾􀂷􀀵􀀮􀀱􀁾􂀢􀀱􀀠 May 3, !996 Charles W. Stuber, Esq. Canterbury, Sruber, Pratt, Bider & Gooch One Lincoln Centre 5400 LBJ Freeway, Suite 1300 Dallas, Texas 75240 2145214601 PAGE 2 Via Fax (214) 490-7739 Re: Gibson & Associates, Inc.; Addison Circle-Phase I-Public Infrastructw:e Dear Chuck: I am in receipt of your letter dated May l, 1996 directed to John Hill. First, ns you know, tl1e constrLlction agreement between the Town of Addison and Gibson & Associates, Inc. C'Gibson") was assigned to the partnership of which Columbus Realty Trust is general partner. Pursuant to Paragraph P of the lcstructions to 13idders, ''the contractor shall look solely to Gaylord and Col= bus concerning any claim under the contract." Obviously, coordination of field activities will be directed through the engineers, Huitt-Zollars, but any claim, dispute, or contntcl malleT ought to be directed to Mr. Bryant Nail at Col11mbus Realty Tmst. With regard to the items that were deleted from the contDllESS ITeMS 111AT 􀁾􀁒􀁅􀀠BEING DEUil!D FROM 􀁔􀁩􀁬􀁾􀀠PROJECT DUE TO DESIGN REVISIONS OR ON!. Y DELEtED FROM TilE PUBLIC CONTIIACT TOBE PEIIFQIIMED BY TilE PRIVATE DI!VE!.OPER, COI.UMBUS REAI.TY TRUST • ... 1.50,4" SOIEDUI.e40 PVC CONDUIT IS BEff\IG .Wl>BDTO SCIIBDJJLE VJITO SeR116A 1liKEE 􀁐􀁬􀁬􀁁􀁓􀁾􀀠TRANSfORMER IN BUillliJIIG "C". --··--··-----·-··----·r--.-:: 1fEM CONTRA IJNJT . QUANITTY CTIREVJSED QYMmTY NO. DESCRIPfiON 􀁓􀁃􀁈􀁅􀁄􀁬􀁊􀁵􀀻􀀭􀁷􀁁􀁖􀁊􀁎􀁇􀁉􀁍􀁐� �􀁏􀁖􀁅􀁍􀁾􀁓􀀠 ---·-----10$ 6" THICK f.IME STAB. SUBGR.\DSOR SU8GRADE PIIEP 106 Pl/RNISH AND •LACE HYDR.\TED LIME 110 4" 3000 PSI COMPRESSIVE 􀁾􀁅􀁉􀁎􀀾􀀮􀀠CONC. 5UBBASE (SIDEWALK) 128 􀁂􀁁􀁒􀁒􀁉􀁾􀁄􀁉􀁎􀀼􀁬􀀮􀀠SIOMNG AND TRAFFIC CONfROL 140 STREEr I.IGIIT FOUND. lQUORIJM_l ___ .--··--· SCHIIDUJ..E I SU8TUI'AL: sY 14 7A7 TON SF 61 MO EA m 86.< 181 12 0 0 m011 0 II QUANTITY 􀀼􀀻􀁉􀁗􀁉􀁃􀁾􀀠-14247 􀀭􀁾􀀷􀀠 􀁾􀀵􀀷􀀠-18 ·I SCHED_UL_B_I_I:STREIITS--:CAF_E_I_M_PRO_V_IIM_OOS ----· •. Ji[ ., 110 TREE FENCE LF 4 ... 􀁾􀂷􀀠:mi£ET I.IGHT FOUNDATION EA 55 􀀮􀁉􀁉􀁏􀁓􀁑􀁕􀁾􀁒􀁅􀁃􀀡􀀾􀀬􀀡􀁐􀁏􀁋􀁌􀁉􀁏􀁈􀁔􀁂􀁁􀁓􀁟􀁅􀀠_____ ·--·---·. M . __ s_St .. __ ...:: .i.[. I I -49641 ' -2 i 53 -2. ··' _ 􀁾􀁕􀁬􀀮􀁅􀀠II SUBTOTAL __ . ·--· --·---__ NErCHANGBBY CIU\NGiiOKl>ERNO.I ORIGINAL CONTRACT AMOliNI' PRil"lOUS CHANGE ORDERS RnVISED CONTRACT AMOUNT PFFECJ' 􀀭􀁾􀁇􀁅􀀠ON CO('IIRACT TJM!i THE WORK REQUIRED UNDER TiffS CliANGE IJRDER WILL ADD 0 DAYS TD THIS l'JI.OJECT: ORIOJNALCOJ'TRAL,.TlloiE SlO ADDmONAL DAYS FOR THIS CHANGE ORDER 0 ADDTIONAL DAY5 FOR PREVIOUS CHANGI!ORDER REVISED CONTRACT TIME ._o 􀁾􀁳􀁯􀀠 UNIT PRJCll $4.113 $97.29 Sl.90 $9,280.001 $4l9.00J 517.00 5388.80 $97.20 THF.COMI'ENSATION AGREED UPON IN THIS CHANGE ORDER AR6 FOR ALL COSTS TIIIlCONTRACTOR I'/IAY INCUR liS A RESULT AMOUNT <;>lANGE OP ( 557.415.41 ( {$ (SlS:Z.II'J.Z4) SJ.m .664.44 ___ so.oo 53.164.821.20 OF. OR RELATING TO THIS CHANGE ORDER WHETHER SAID COSTS ARE KNOWN. UNKI't!WN. FORSEEN. UNroRSEI!N AT TillS TIMii. INCLUDING wrmoDT LIMITATION. ANY COST FOR DELAY, EXTENDED OVI'RHIWl, RIPPLilOR IMPACT COST, OR ...... OniER 6FI'HCT ON CHANGED 􀀨􀀾􀁾􀀠l.INCHANGED WORK A5 A RESULT Of nDS CHANGE ORDER. THESE 􀁃􀁏􀀢􀀧􀁾􀁅􀁎􀁓􀁁􀁔􀁉􀁏􀁎􀁓􀀠AIUl FOR PULl. Y COMPLETE AND IN-PI.ACI! CONSTRUL'TION. ACTUAI.IN PI.AC6 QUANT111ES WILL BE USeD FOR FINAl. PA YI'/IENT. AFPROVEDBY TOWN OF ADDISON -· ·--------.·--· ·----· ·----RON WlllTEIIEAfl. CffY MANAGER DATB APPkOnDBY GIBSON AND ASSOClA 􀁔􀁦􀁾􀁾􀀠 􀁄􀀭􀁾􀁉􀁉􀁉􀁕􀂻􀁒􀁌􀁾􂀢􂀢􀂷􀁗􀁾􀀠 AFPROVEDBY COLUMBUS Rl!IILTY 􀀬􀀭􀀭􀁾􀁾􀀭 ---· --·· --BRYAI'ITNAII., 􀁖􀁬􀁃􀁅􀁐􀁉􀁻􀁐􀁾􀁾􀁉􀁄􀁅􀁎􀀧􀁬􀀧􀀠 DATP. APPROVED BY HUrrf-ZOLI.JIRS 􀁾􀀬􀀮􀁌􀁟􀁾􀀠KP.NNElU ROBERTS. P.E. GIBSON & ASSOCIATES, INC. 11210 Ryllecreat P.O. Box 800579 􀁂􀁡􀁾􀁨􀀠Springa, Texas 􀀷􀀵􀀱􀁾􀀵􀀷􀀹􀀠 9721557-1199 FAX 9721557-1552 May 2, 1997 Mr. Bryant Nail Engineers and Contractors Vice President-Development Columbus Realty Trust 15851 Dallas Parkway Suite 855 Dallas, Texas 75248 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: On May 13, 1996, I wrote a letter to you which covered several topics one of which was the inappropriate action of Mr. Mark Brandenburg, your project manager, in contacting our subcontractors and suppliers directly and I.thought this problem has been taken care of. Apparently not, because this week he has contacted several of our subcontractors directly and tried to tell them how and when to work. We are not kids and we are not rookies in our businesses and we all know that this type of action is not in the best interest of all parties concerned. I trust you will take the necessary steps to see that he never again contacts our subcontractors directly concerning their work on this project. If there are any questions concerning these matters, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. \L 􀁾􀁄􀀠 William E. Gibson, P.E. President WEG/ms cc: Mr. John Baumgartner/Town of Addison GIBSON & ASSOCIATES, INC. 11210 Ryllecreot P.O. Box 800579 Balch Springs, Texas 75180-0579 9721557-1199 FAX 9721557-1552 May 2, 1997 Mr. Bryant Nail Engineers and Contractors Vice President-Developme nt Columbus Realty Trust 15851 Dallas Parkway Suite 855 Dallas, Texas 75248 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: Enclosed please find a copy of our letter of May 10, 1996 concerning Change Order No. One on the above referenced project. In the almost one year that has past our feelings concerning this matter have not changed. We have never signed Change Order No. One and have never received a response from you concerning the contents of that letter. Our claim still stands as submitted with the exception reducing Item 128 by one months payment of $9,280.00. would reduce our total claim to $158,930.08. of This If we do not receive a response from you within thirty days from the date of this letter we will be forced to turn this matter over to our attorney. If there are any questions regarding regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. William E. Gibson, P.E. President WEG/ms encl: cc: Mr. John Baumgartner/Town of Addison GIBSON & ASSOCIATES, INC. 11210 Ryliecraal P.O. Box 800579 Balch Springa, Texaa 75180-0579 2141557-1199 FAX 557-1552 May 10, 1996 Mr. Bryant Nail Engineers and Conlnlctors Vice President/Development Columbus Realty Trust 15851 Dallas Parkway Suite 855 Dallas, Texas 75248 Re: Addison Circle Phase I -Public Infrastructure Dear Mr. Nail: KIL I. · In response to your letter of April 25, 1996, we do not understand the action of the Addison Town Council to have been to finally approve the requested Change Order pursuant to which Columbus Realty Trust sought to completely eliminate certain line items from our Contract. Specifically, our understanding of the discussion which was held at the Town Council meeting was that the action had been approved subject to certain contractual provisions being drafted which would, in the opinion of the City's attorneys, protect the City from any potential liability as a result of that action. As you know, Gibson & Associates, Inc. is materially and significantly affected by the proposed action, not just by the financial impact but, just as significantly, by the potential impact on our construction schedule, our contractual obligations as it relates to the completed street system, our liability for barricading, aigning and traffic contr01.-et-r.. Each of those items must be dealt with.in our Contract with the Town of Addison in a manner which is acceptable to Gibson & Associates, Inc. With regard to your request relating to the deleted line items of work, Gibson & Associates, Inc. has made its position well known to Columbus Realty Trust as well as the Town of Addison. Specifically, Gibson & Associates, Inc. (as well as other bidders on the Project) were instructed and advised to include all cost necessary to complete the work in the various line items of work for which pricing was provided in the Contract Documents. The Instructions to Bidders (PF-3) instructed all bidders to include the value of any required bonds, insurance, taxes and other costs for which no separate pay item is provided in the unit prices which were provided in the bid documents. The Instructions to Bidders did not require or suggest that those additional costs for which no separate pay items were provided were to be allocated in any way, or to be included with any particular pay item. There is no Mr. Bryant Nail May 10, 1996 Page -2-mention of {let alone no requirement to) spread those costs ratably or proportionately among the line item costs as you suggest. In fact, the only instruction contained in the bid documents which relates to limitation of costs within the line items is the establishment of the maximum charge for mobilization {limited to 3% of the total bid). Similarly, the Contract Documents themselves {Special Provision Section 40) require the Contractor to include costs for all work required by the Plans and Specifications for which no specific pay item is included into the other pay items which are provided. As was the case in the Instructions to Bidders, the Contractor was required to include all costs for completion of the entire job into tha 􀁾􀀽􀀭􀁩􀂷􀀠 items which were pl:ovidt::d. There is uo suggestion nor requirement that those costs for which no line item was provided were to be allocated in any particular way, or prorated among all of the work items. Gibson & Associates, Inc. Inc. is an experienced and reputable general contractor which bids, executes and performs on a regular basis public construction contracts which are based upon line item pricing. The manner in which it allocated those costs for which no line item was included in the Addison Circle -Phase I -Public Infrastructure Project is exactly how it allocates those costs on projects for other public owners throughout Texas. There is no industry practice which supports the position taken in your April 25 letter. Had there been a requirement in the Instructions to Bidders that all costs for which no line item is available are to be spread, allocated or in some way disbursed throughout the remaining line items in any particular manner, Gibson & Associates, Inc. would certainly have followed that instruction. Additionally, there is no legal authority upon which Columbus Realty Trust or the Town of Addison can rely which imposes any duty on the part of a bidder under either the bid documents or the Contract Documents utilized in this case which would require them to allocate non-line 􀁾􀀠t:em costs and 􀁲􀁥􀁶􀁥􀁮􀁵􀁥􀁾􀀺􀁾􀀠 in a ma.-;.ner which your April 25 letter suggests. It is obvious that Columbus Realty Trust is motivated entirely by money in this case. By your own admission, Columbus Realty Trust simply obtained quotes from various parties for each of the items of work contained in the separate line items. {Gibson & Associates, Inc. denies that the Town of Addison or Columbus Realty Trust have the authority to eliminate line items as it has done and again renews its objection to that action.) Because Gibson & Associates, Inc. properly allocated costs for which no line item was provided into certain specific line items which were provided as well as included overhead and profit in each of the eliminated line items, Columbus Realty Trust has determined that it can complete the specific item of work called for in those line items at a cost less than the total amount of the line item which includes certain other costs. You You have been aware for several Mr. Bryant·Nail May 10, 1996 Page -3-weeks now that the barricading, street signs and traffic control line item included (in addition to the net costs of the barricade rental alone) the entire cost of Gibson & Associates' project superintendent, his pickup, phone and related costs, chemical toilets as well as overhead and profit on all of those costs. Those costs were included within the barricading, street sign and traffic control line item because the line item costs are to be charged monthly for the duration of the Project. With regard to the tree fencing line item, Gibson & Associates, Inc. included a portion of its overhead and profit in that line item which is an amount in excess of the cost solely attributed to the tree fencing alone. In conclusir>"·• Gibson & Assocj_ates, In<::., is not 􀁲􀀭􀁳􀁱􀀭􀀮􀀮􀀺􀀮􀁾􀀺􀁲􀀻􀀻􀀺􀁤􀀬􀀠 ;;;ither by Instructions to Bidders, Contract Documents, industry practice or applicable case law, to have allocated those costs and revenues necessary to complete the Project in the provided line items in a manner your letter suggests. We are, to the contrary, entitled to be paid the full amount of those costs which were included within the line items which have now been eliminated. An accounting for those items is attached hereto on Exhibit "A" for your reference. All of the monies reflected on the attached Exhibit "A" which relate to costs necessary to complete the Project for which no line item was provided or which include overhead and profit for the entire job which were included in the line items which have been entirely eliminated must be retained in the Contract in their entirety. It is our belief that it is appropriate to prepare a comprehensive Change Order No •. 1, include therein the necessary revised language and provisions in the Contract which relate to the changed responsibilities of Gibson & Associates, Inc., reflect the elimination of certain aspects of work from Gibson's Contract and reduce the contract amount by the actual costs of the line items eliminated while while retaining all of the other costs included within the eliminated line items. which are reflected on Exhibit A. Gib3on & .l!.s.,ociates, Inc. is in a position to execute a change order of this type as soon as it has been prepared. I look forward to hearing from you. Very truly yours, GIBSON & ASSOCIATES, INC. A. • Johnston Executive Vice President AJJ/ms encl: i I ' I j, I EXHIBIT A Item 105 6" Subgrade Prep 14,247 SY A) Sub Price 1.88/sy B) Extra Concrete due to Undercut 205 CY @$58.00/cy C) Fine Grading 6 Days @$2,410/day Overhead and Profit Item 106 Hydrated Lime 257 Tons A) Sub Price 90.08/T Overhead & Profit $26,784.36 11,890.00 14,460.00 $53,134.36 4,250.75 $57,385.11/14,274SY = $4.03/SY $23,150.56 1,852.04 $25,002.60/257T =97.29/ton Item 128 Barricades & Traffi:o A) Barricade Rental Control 18 Months 975/MO X 1.0825 X 18 mo B) Superintendent PTI 950/MO x 1.35x4.33x18 C) Superintendents Pickup 850/MO x 18 D) Superintendents Phone 150/MO X 18 E) Chemical Toilet 75/MO X 18 F) Misc. Office Supplies 50/MO X 1.8 Overhead and Profit Item 210 Tree Fence 4,964 LF Cost $14.16/LF Overhead and Profit $18,997.88 99,958.05 15,300.00 2,700.00 1' 350.00 900.00 $139,205.93 27,841.19 $167,047.12/18MO =$9,280/MO $70,290.24 14,058.05 $84,348.29/4,964LF =$17.00/lf CALCULATION OF REVISED CONSIDERATION TO BE PAID DUE TO THE ELIMINATION OF ITEMS 105, 106, 128 AND 210 1. Item 105 2. Item 106 3. Item 128 4. Item 210 OH&P OH&P Superintendent Pickup Phone Toilet Office Supplies OH&P OH&P 4,250.75 1,852.04 99,958.05 15,300.00 2,700.00 1 '350. 00 900.00 27,841.19 14,058.05 Total Revised Consideration to be Added $168,210.08 to Gibson & Associates Contract Following Total Elimination of Line Items 105, 106, 128 and 210 GIBSON & ASSOCIATES, INC. 11210 Ryllecreat P.O. Box 800579 Balch Springs, Texas 7518M579 9721557-1199 FAX 9721557-1552 May 2, 1997 Mr. Bryant Nail Engineers •nd Contr•ctors Vice President-Development Columbus Realty Trust 15851 Dallas 􀁐􀁡􀀺􀁲􀀭􀁫􀀧􀀺􀁊􀁡􀁾􀀷􀀠 Suite 855 Dallas, Texas 75248 Re: Addison Circle -Phase I Public Infrastructure Dear Sir: Once again it appears that the old devil scheduling and what and how much is ready has reared it's ugly head again. I will not relist everything I said in my letter of approximately one year ago but we will do our best to work with your people in keeping a work schedule that benefits both Companies. It still seems .that your project manager Mr. Mark Brandenburg is overly optimistic in developing his schedule as related to the actual work that has been completed in the field. We were told that a certain area would be ready for our forces to begin work on May 1, 1997. We told Mr. Brandenburg that we had scheduled this work to begin on May 5, 1997. On May 1, 1997 only about 50 feet of the area was clear and ready for our forces. We do not consider this an acceptable size as 􀁯􀁵􀁲􀂷􀁰􀁥􀁾􀁰􀁬􀁣􀀠 would be without something 􀁭􀁇􀁡􀁾􀁾􀁾􀁧􀁦􀁾􀁬􀀠 to do in a hour or so. What do we do then? · If you want us to work when and where your project manager desires we will do this with the following conditions accepted by your Company in writing: 1) Any cost of downtime for labor and equipment plus 25% for overhead and profit be paid to us by Columbus. 2) The costs of any additional move ins and/or outs plus 25% for overhead and profit be paid to us by Columbus. 3) The extra costs due to the inefficiency of working in small and scattered areas plus 25% for overhead and profit be paid to us by Columbus. Mr. Bryant Nail Page -2-4) Any extra costs incurred in working Saturdays and/or Sundays plus 25% for overhead and profit be paid to us by Columbus. It is my understanding that the project is now approximately four months behind schedule and I believe you have never been caused any delay by Gibson & Associates, Inc. We will do everything in our normal power to complete our remaining work on this project as rapidly as possible, · however if you want us to try and make up some of the lost four months it is time to talk. If there are any questions concerning these matters, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. William E. Gibson, P.E. President WEG/ms cc: Mr. John Baumgartner/Town of Addison Tim Brancheau Account Manager -Coppell Farmers Branch District April21, 1997 Mr; Bryant Nail Columbus Realty Trust 15851 DallasParkway, Suite 855 Dallas, Texas 75248 · Dear Bryant: ------TUELECTRIC As your Addison Circle, Phase I project nears completion, TU Electric still has some items of concern which must be resolved before we begin to provide the electric service you requested. The following items have been mailed to you but no response has been received as of this date. 1. Letter dated January 31, 1997, requesting landscaping and screening plans for our review and approval for the transformer areas at buildings A, B and C. 2. Electrical Facilities Lease Agreement mailed to you March 4, 1997 for your signature. In addition to the items which have been mailed to you, the following items are included herein or will be forthcoming and action will need to be taken on them prior to energizing the electric equipment. 1. Payment of $76,516.10 for the installation of non-standard facilities at your project. (See enclosed invoice). 2. Execution of a multi-year Agreement for Electric Service for buildings A, Band C. Please take immediate action on these items so we can complete our installation and provide you with the service you requested. 14400 Josey Lane Farmers Branch. Tn;t-􀁾􀀠Z4 J,. C b .JJ I<> COPIES DATE NO. DESCRIPTION 4-Yt-.u.. B f;,"' }.., f'...b---z.q... 􀁫􀀮􀁊􀁾􀀢􀀢􀀧􀀠 􀁾􀀢􀀠J • I 4-r'.o .ttto -(]_ 􀀭􀂷􀀱􀁾􀀠 oJJ 􀁾􀀠.. L -Nfl"et: u . THESE ARE TRANSMITTED as checked below: )§ For approval 0 For your use 0 As requested 0 Approved as submitted 0 Approved as noted 0 Returned for corrections 0 Resubmit __ copies for approval 0 Submit __ copies for distribution 0 Return __ corrected prints 0 For review and comment 0----------------------0 FOR BIDS DUE _________ l9 __ 0 PRINTS RETURNED AFTER LOAN TO US 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 COPY TO ______________________________ _ It •ncloaurea are not •• noted, kindly no PROJEC,.: ADDISON CIRCLE PHASE I PUBLIC INFRASTRUCTURE BID NUMBER: 96-29 I CHANGE ORDER NO. 10 OWNER: TOWN OF ADDISON CONTRACTOR: GIBSON AND ASSOCIATES DATE: 6115199 DESCRIPTION OF CHANGES: THIS CHANGE ORDER INVOLVES THE FOLLOWING ITEMS: PAGE1 CF4 1) ADJUSTMENT FOR FINAL INSTALLED QUANTITIES; REPLACEMENT OF DAMAGED SHRUBS; PATCHING OF STREETS; REPAIR OF CEMENT TREATED BASE ON NORTH SIDE OF GOODMAN AVE; DRINKING FOUNTAIN PIERS; RELOCATION OF THREE YIELD SIGNS AT ROUNDABOUT. ITEM CONTRACT REVISED QUANTITY UNIT AMOUNT NO. DESCRIPTION UNIT QUANTITY QUANTITY CHANGE PRICE OF CHANGE SCHEDULE I ·PAVING IMPROVEMENTS 103 REMOVE & DISPOSE OF EX.IST. CONC. PVM'T. I SY 5604 5694 90 $9.40 $846.00 107 8" 650 PSI FLEX REINF. CONC. PVM'T. : SY 5712 5635 -77 $31.00 ($2,367.00) 106 8" 650 PSI REINF. CONC. DROP SLAB (STREET) SY , ... 1392 -54 $35.90 ($1,936.60) 109 4" 3000 PSI REINF. CONC. SIDE'vVALK SF 7231 6622 1391 $2.80 $3,894.80 110 4" 3000 PSI REINF. CONC. SUBBASE (SIOE'vVALK) SF 56766 57226 462 $2.90 $1,339.80 111 6" 3000 PSI REINF. CONC. SUBBASE (SIDE'vVALK) SF 1225 2874 1649 $3.20 $5,276.80 113 6" 650 PSI FLEX REINF. CONC. DRIVE SY 216 269 51 $30.00 $1,530.00 114 6" 650 PSI REINF. CONC. INTEGRAL CURB lF 5162 5292 130 $1.50 $195.00 115 REINF. CONC. STREET HEADER lF 300 411 111 $5.00 $555.00 116 FULL DEPTH SAWCUT EXIST. CONCRETE lF 1269 1537 266 $275 $737.00 119 4'' THERMOPLASTIC LANE STRIPE lF 54 104 50 S2.16 $108.00 120 4" NON-REFL. BUTION, TYPE W EA 112 266 154 $4.32 $665.28 121 4" REFL BUTION TYPE 1-W-C EA 195 215 20 56.46 $129.60 122 4" REFL BUTION TYPE 11-Y-Y EA 40 46 6 58.10 $48.60 126 STREET SIGN POST, FOUNDATION, MOUNTING HARDWARE EA 52 56 4 $166.32 $665.28 127 STREET BARRICADE lF 75 62.5 -12.5 $25.38 ($317.25) 128 BARRICADING, SIGNING AND TRAFFIC CONTROL MD 0 1 1 $9,280.00 59,260.00 139 REMOVE EXIST. STREET LIGHT FOUNDATION EA 5 7 2 $426.60 $853.20 140 INSTALL STREET LIGHT FOUNDATION (QUORUM DR) EA 11 13 2 $459.00 5918.00 141 6" X 6" CLASS 'A' TYPE 1-C JIGGLE BAR TILE EA 54 59 5 $13.50 $67.50 142 LONGITUDINAL BUTI JOINT LF 802 861 79 $7.50 $592.50 145 6" THICK 650 PSI FLEX REINF. CONC. PAVEMENT SY 4697 5165 268 $34.00 $9,112.00 146 6"' THICK 650 PSI FLEX REINF. CONC. DROP SLAB SY 1211 1000 -211 $33.70 ($7,110.70) 148 REMOVE AND REPLACE CONC. UNIT PAVERS SF 2670 2952 282 $2.50 $705.00 149 6'' COMPACTED FLEX BASE SY 297 328 31 $6.30 $195.30 151 REPLACE EXIST. BLACK VINYL COATED CHAIN LINK FENCE EA 240 226 -12 $19.98 (5239.76) 154 CONSTRUCTION PROGRESS SCHEDULES AND REPORTS LS 1 0 -1 $2,100.00 ($2, 100.00) 155 FUR. VEH. BRICK PAVER DELIVERED TO SITE, TYPE "C'' SF 11773 11000 -773 52.69 (52,233.97) 156 10u HIGH & 12" WIDE 650 PSI FLEX REINF. CONC. CURB EA 421 394 -27 $10.00 (5270.00) 157 SIGNAL INTERCONNECT WIRING lF 1200 0 -1200 $3.74 ($4,468.00) 158 FUR. VEH. BRICK PAVER DELIVERED TO SITE. TYPE "N & "8" SF 6856 8216 1358 $3.12 $4,236.96 167 REMOVE & REPLACE CEMENT TREATED BASE SF 0 847 847 S1.65 $1,397.55 168 STREET PATCHING LS 0 1 1 $6,132.03 $6,132.03 169 RELOCATE YIELD SIGNS AT ROUNDABOUT EA 0 3 3 $385.00 $1,155.00 1,155.00 ' SCHEDULE I SUBTOTAL: I 529.550.92 I ' PROJECT: ACCISON C:RCLE PHASE I PUBLIC INFRASTRUCTURE BIC NUMBER: 96-28/CHANGE ORCER NO. 10 OWNER: TOWN OF ACCISON CONTRACTOR: GIBSON AND ASSOCIATES CATE: 6/15/98 ITEM NO. DESCRIPTION SCHEDULE II· STREETSCAPE IMPROVEMENTS 201 FURNISH PED PAVERS (CORRECTION FROM CO #5) 202 1" PVC SCH 40 TREE LIGHT CONDUIT 203 2" PVC SCHEDULE 40 STREET LIGHT CONDUIT 204 STREET LIGHT OR TREE LIGHTING PULL BOX 205 2" PVC SCHEDULE 40 SLEEVE 1206 3" PVC SCHEDULE 40 SLEEVE 207 4" PVC SCHEDULE 40 SLEEVE 208 5' PVC SCHEDULE 40 SLEEVE 217 4" PVC SCHEDULE 40 PERFORATED DRAIN SYSTEM 227 RED OAK, 200 GAL, 5"-5' CAL 15-18' HT 231 NEW MEIXICO AGAVE, 1 GAL 247 ADAMS NEEDLE STARBURST. 1 GAL 248 PURPLE HEART. 4" CONT. 249 BERMUDA SOLID SOD 252 BALL & BURLAP EX. NELLIE R. STEVENs HOLLIES AND REPLAN 255 2' WIDE X 6" THICK REINF. CONC. FLUME 256 3" PVC SCHEDULE 40 TREE LIGHTING CONDUIT 258 FUR. & INSTALL BEDDING MATE & INSTALL PAVERS 259 STREET LIGHT FOUNDATION 260 SQUARE CAP FOR LIGHT BASE 261 2" SCHEDULE 40 TREE LIGHTING CONDUIT 262 SALMON PINK CANNA, NO 1 RHIZOMES 263 FURN PED. BRICK GLEN-GERY DEL TO SITE 267 REMOVE BRICK, SAWCUT AND INSTALL STD. PULL BOX 277 #2WIRE 278 #SWIRE 279 #a WIRE 280 # 12WIRE 281 1/2'' SCHEDULE 40 PVC STREET LIGHT CONDUIT 282 3" SCH. 40 PVC STREET LIGHT CONDUIT 283 DRINKING FOUNTAIN PIERS 264 STREET LIGHT SERVICE BORE UNDER PARK WAU SCHEDULE II SUBTOTAL SCHEDULE Ill· STORM WATER IMPROVEMENTS 301 􀀱􀀸􀁾􀀠CLASS Ill RCP 303 24" CLASS Ill RCP :307 35' CLASS Ill RCP ,333 RCP 60 DEGREE FACTORY BEND CONNECTION ;334 RCP 45 DEGREE FACTORY BEND CONNECTION 337 PIPE TO INLET CONNECTION 338 PRECAST CONCRETE PLUG 339 UNCLASSIFIED CHANNEL EXCAVATION 341 REMOVE & DISPOSE OF EX. HDWL. AND CONC. RIP-RAP 342 2' THICK STONE RIP-RAP, TXOOT TYPE 'R' 343 HYDROMULCH, TOP GUN BUFFALO SEED. FERT. AND WATER 344 FIBERNETIING, NORTH AMERICAN GREEN S1508N 345 INLET PROTECTION 346 SILT FENCE 347 STRAW BALE DIKE CHECK DAM 348 ROCK BERM 349 STABILIZED CONSTRUCTION ENTRANCE 351 TRENCH SAFETY DESIGN FOR ALL UTILITIES 352 TRENCH SAFETY FOR CONSTRUCITON SCHEDULE Ill SUBTOTAL CONTRACT UNIT QUANTITY SF 63082 EA 2005 EA 5300 EA 70 EA 281 EA 509 EA 1641 EA 815 lF 5123 EA 109 EA 14 EA 26 EA 65 EA 13300 EA 70 LS 1 lF 650 SF 64845 EA 53 EA 53 LF 2750 EA 56 SF 64845 EA 1 LF 500 LF 7500 lF 11000 LF 200 LF 50 lF 60 EA 0 LS 0 lF 848 lF 188 lF 434 EA 2 EA 2 EA 2 EA 18 CY 9495 LS 1 CY 238 SY 1686 SY 1686 EA 30 LF 2800 LF 200 CY 10 SY 333 LS 1 LF 4052 PAGE20F4 REVISED QUANTITY UNIT AMOUNT QUANTITY CHANGE PRICE OF CHANGE 59310 -3772 S1.98 ($7,468.56) 2150 145 S3AO $493.00 7560 2260 53.89 $8,791.40 51 -19 $226.80 ($4,309.20) 282 1 $2.92 $2.92 600 91 53.35 5304.85 1637 -4 $4.05 ($16.20) 902 87 $5.94 $516.78 5459 336 $11.00 $3,696.00 105 -4 $1,150.20 ($4,600.60) 0 -14 513.50 ($189.00) 0 -26 $25.38 ($659.68) 0 -65 $1.89 ($122.85) 16500 3200 S0.23 $736.00 64 -8 53834 ($23004) 0 -1 $750.00 ($750.00) 668 18 S4.97 S89.46 66290 1445 $1.52 S2, 196.40 55 2 $388.80 $777.60 54 1 $97.20 $97.20 2732 -18 53.89 ($70.02) 0 -56 $1.62 ($90.72) 66290 1445 S1.57 $2,268.65 0 -1 5385.00 (5385.00) 5385.00) 630 130 82.09 $271.70 6999 -501 50.60 (5300.60) 12913 1913 $0.42 $803.46 0 -200 50.50 (5100.00) 0 -50 64.64 ($242.00) 0 -80 S5.28 (5316.80) 2 2 $275.00 $550.00 1 1 $1,793.00 $1,793.00 I $3,536.75 843 -5 $28.08 ($140.40) 184 -4 $34.56 ($138.24) 427 -7 $52.92 (5370.44) 1 -1 $216.00 ($216.00) 4 2 $216.00 $432.00 1 -1 S4BB.OO ($486.00) 21 3 $81.00 $243.00 8535 -960 $5.37 ($5, 155.20) 2 1 $2,160.00 $2,160.00 100 -138 537.80 ($5,216.40) 833 -853 51.12 ($955.38) 240 -1446 51.43 ($2,067.78) 4 -26 $50.00 ($1,300.00) 2150 -850 53.00 ($1,950.00) 0 -200 $5.00 ($1,000.00) 30 20 $150.00 $3,000.00 0 -333 S9.72 (53.236. 76) 0 -1 $810.00 ($810.00) 4043 -9 51.08 1$9.72) I ($17,217.30) PROJECT: ADDISON CIRCLE PHASE I PUBLIC INFRASTRUCTURE BID NUMBER: 96-28/CHANGE ORDER NO. 10 OWNER: TOWN OF ADDISON CONTRACTOR: GIBSON AND ASSOCIATES DATE: 6/15/98 ITEM NO. DESCRIPTION SCHEDULE IV· WASTEWATER IMPROVEMENTS 401 8" SDR 26 PVC WASTEWATER LINE INCLUDING EMBEDMENT 402 􀁡􀁾􀀠SDR 35 PVC WASTBNATER LINE INCLUDING EMBEDMENT 405 6" SDR 35 PVC WASTEWATER LATERAL W/2 WAY CLEANOUT 408 TV INSPECTION 409 TRENCH SAFETY FOR CONSTRUCTION i SCHEDULE IV SUBTOTAL SCHEDULE V ·WATER IMPROVEMENTS 503 6'' DIA PVC AWWA C900, DR 18, Cl150 PIPE INCL EMBED. 504 􀁡􀁾􀀠DIA PVC Alfo.NoJA C900, DR 18, Cl150 PIPE INCL EMBED. 508 6" DIA. RESILIENT SEAT GATE VALVE 521 TRENCH SAFETY FOR CONSTRUCTION 524 􀀲􀁾􀀠WATER SERVICE LINE SCHEDULE V SUBTOTAL SCHEDULE VI • BOSQUE PARK IMPROVEMENTS 605 4n THICK 3000 PSI COMP. REINF CONC. SUBBASE SCHEDULE V SUBTOTAL SCHEDULE VII· ELECTRICAL IMPROVEMENTS 701 6E6 CONC. ENC. DUCTBANK. 6" DIA. TYPE DB PVC CONDUIT 702 4E6 CONC. ENC. DUCTBANK, 6" DIA. TYPE DB PVC CONDUIT 706 TUE STANDARD PRECAST DEEP WELL25 f(N SWITCH PAD 707 6'' DIA. TYPE DB PVC 90 DEGREE SWEEP 36" 708 10E6 CONC. ENC. DUCTBANK, 6'' DIA. TYPE DB PVC CONDUIT SCHEDULE VJI SUBTOTAL SCHEDULE IX· AlTERNATE STREETSCAPE IMPROVEMENTS 913 4M THICK CEMENT STABILIZED SUBGRADE 914 118" X 4n RYERSON STEEL LANDSCAPE EDGING SCHEDULE IX SUBTOTAL CONCRETE YEILD LOSS ABOVE 8% NET CHANGE BY CHANGE ORDER NO. 10 ORIGINAL CONTRACT AMOUNT PREVIOUS CHANGE ORDERS REVISED CONTRACT AMOUNT EFFECT OF CHANGE ON CONTRACT TIME CONTRACT UNIT QUANTITY LF 40 LF 1639 EA 17 LF 3600 LF 4010 LF 225 LF 1945 EA 12 LF 2494 EA 18 SF 4449 LF 2800 LF 353 EA 3 EA 13 LF 135 SY 673 LF 670 CY ol THE WORK REQUIRED UNDER THIS CHANGE ORDER Will ADD 0 DAYS TO THIS PROJECT: ORIGINAL CONTRACT TIME 550 ADDITIONAL DAYS FOR THIS CHANGE ORDER ADDITIONAL DAYS FOR PREVIOUS CHANGE ORDER REVISED CONTRACT TIME 0 0 550 REVISED QUANTITY UNIT QUANTITY CHANGE PRICE 20 -20 S21.60 1730 91 $19.44 16 -1 $540.00 3651 51 $1.62 3671 -339 $0.65 172 -53 $14.58 1944 -1 $16.20 13 1 $486.00 2177 -317 $0.22 19 1 $540.00 3600 -1149 $2.70 2663 -117 $70.00 381 28 $50.00 2 -1 $1,200.00 12 -1 $55.00 122 -13 $150.00 647.22 -25.78 $5.40 0 -670 $1.46 112.271 112.211 ss8.oo I PAGEJ CF4 AMOUNT OF CHANGE ($432.00) $1,769.04 ($540.00) S82.62 ($220.35) $659.31 ($772.74) ($16.20) $486.00 ($69.74) $540.00 S167.32 (52.292.30) ($2.292.30) (88.190.00) 51,400.00 ($1,200.00) ($55.00) (51,950.00) ($9.995.00 ($139.21) ($978.20 ($1,117.41) $6,511.661 $9,803.95 $3,517,664.44 ($405,434.33) $3,122,034.06 PROJECT: ADDISON CIRCLE PHASE I PUBLIC INFRASTRUCTURE BID NUMBER: 96-28 I CHANGE ORDER NO. 10 ' OWNER: TOWN OF ADDISON CONTRACTOR: GIBSON AND ASSOCIATES DATE: 6/15/98 PAGE4 OF4 THE COMPENSATION AGREED UPON IN THIS CHANGE ORDER ARE FOR ALL COSTS THE CONTRACTOR MAY INCUR AS A RESULT OF, OR RB..A TING TO THIS CHANGE ORDER WHETHER SAID COSTS ARE KNOWN, UNKNOWN, FORESEEN. UNFORESEEN AT THIS TIME, INCLUDING WITHOUT LIMITATION, ANY COST FOR DELAY, EXTENDED OVERHEAD. RIPPLE OR IMPACT COST, OR ANY OTHER EFFECT ON CHANGED OR UNCHANGED WORK AS A RESULT OF THIS CHANGE ORDER. THESE COMPENSA liONS ARE FOR FUU Y COMPLETE AND IN-PLACE CONSTRUCTION. ACnJAL IN PLACE QUANTITIES WILL BE USED FOR FINAL PAYMENT. APPROVED BY JOWN OF ADDISON . I"" Q -= R. \0-lct!.. '1/q/qe, RON WHITEHEAD, CITY MANAGER DATE APPROVED BY NSTON. EXECUTIVE VICE PRESIDENT 􀁆􂀢􀁾􀀠 A .:I; 􀁊􀀢􀀮􀀮􀀬􀁾􀁾􀁊􀁮􀀮􀁬􀀠􀁯􀁊􀀮􀁉􀁮􀁄􀁎􀀱􀀲􀀱􀀱􀁬􀁬􀁩􀁏􀁾􀁉􀁧􀁊􀁃􀁬􀁓􀀠 APPROVED BY COLUMBUS REALTY APPROVED BY _Q zzs 􀁾􀁦􀁤􀀱􀁾􀀠APPROVED JUN 1 8 1998 t/;f/JV DATE DATE 􀁾􀁾􀀠 GIBSON & ASSOCIATES, INC. 11210 Ryliecrest P .0. Box 800579 Balch Springs, Texas 75180-0579 972/557-1199 FAX 972/557-1552 April 20, 1998 Mr. Michael Murphy, P.E. Town of Addison P.O. Box 144 Addison, Texas 75001 RE: Addison Circle Dear Sir: Engineers and Contractors INTIGIIIT We have completed all items on the final punch list which are in our contract, our responsibility, and within our control. Here is a list of the items which do not fit the above mentioned criteria: Public Works List: 􀁾􀁣􀀮􀁦􀀮􀀠wrn+ :t:tv•o 􀁍􀁦􀁜􀁲􀁅􀀱􀀧􀁾􀀠 Item #4 -The "This Street" sign was put plans and meets all requirements. Someone has adde re Lane sign under it, which does not meet specifications. Item #7 -Whoever installed the tree light wiring removed the Item Item Item Item Item Item Item lids on these boxes and did not replace bolts. Part of Bosque Park job. #10 -We did not do sub-grade on #11 Ordered new sign for City, #14 -Pre-fab tape markings, not #18 -Not in contract; private. #19 -Not in contract; private. project. under separate project. in contract. #27 Installed per plan and/or directed by Huitt-Zollars. #32 Normal effect of materials picked out by Post; all materials were installed per specifications. This is not a workmanship deficiency. See attached Exhibit A. Parks List: Item #1 Not our contract; Bosque Park. Item #2 Removed from our contract; Change Order #1. Item #3 Bermuda grass was seeded with rye; if grass does not establish, we will re-seed in maintenance contract. Item #8 -Not our contract; Bosque Park. Item #10 -Grading, re-seeding Buffalo seed and Holly, complete edging and bed area not our contract. See Exhibit B re: grassing. Item #13 -not our contract. Item #14 -not our contract. Item #16 See Item #3 above. Mr. Michael Murphy, P.E. Page 2 Lighting List: Item #2 Item #4 -Item #5 Post or city hung banners or flags during special Post or city hung sign during special event. See Item #7 of public works. Miscellaneous: Item #3 -Bosque Park; tree light contractor. event. Please let me know the earliest date in which you can meet with me at the job site to re-walk the items which are our responsibility so we can sell this project. If you need any further information, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Project Manager MP/sc x FINAL PUNCH UST FOR PHASE I ADDISON CIRCLE (PUBUC WORKS) 1. Dress up around base of light poles (4949 Addison Circle). 2. Low spot in front of tree at management office. 3. Signposts at various locations need adjusting so that base rivets are in proper location, various signs and signposts are bent and need repair. (Base assembly should be 2" above grade, rivet must be accessible for maintenance) 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Remove "This Street" sign at Witt and Addison, Witt and Morris. Brick pavers need lowering/leveling at Witt and Morris. Reseal and patch spalled curb at Witt and Morris. Several "lighting" boxes around site need to be bolted down. Raise/level brick at tree well (first tree west of Addison Circle). Replace buttons in traffic circle. Paving panels along N.E. section of traffic circle do not match up, uneven looks like settlement has occurred. Repair sign at SW section of traffic circle. Parallel parking buttons in Quorum need to be replaced on both N. and S. sides of Addison Circle. Storm manhole at inlet near SW corner on Quorum needs adjusting (bevel or grind edges of brick). Railroad markings in Quorum need replacement. Fifth tree well from circle on S. side of street. Pavers need adjustment (trip hazard). Repair gouge in curb S. side of Witt and Addison Road. Lighting box on S. side of Witt and Addison Circle needs adjustment (trip hazard). Broken lid on water meter box (double check valve) in Witt, first set of meters N. of Addison Circle Drive. Handle is broken on hatch over fire vault to Building Bat 15675 Witt Place. Joint seal needs replacing over red wood header at Morris and Witt. Joint at Morris W. of Paschal needs resealing and also remove nails. Throughout site clean sealant off of brick. 23. Curb needs repair at N. side on Goodman at Paschal. Needs to be sawed before patch is attempted. 24. Fire hydrant at Goodman and Quorum needs to be finished. 25. Seal street joints all along Goodman. 26. "NO PARKING" sign at Quorum and Goodman is bent. 27. All bike racks need to be placed in final location out of ROW. (Move near bench or by wall). 28. Morris at Quorum NW corner, telephone manhole, need to repair and/or replace brick by ring. 29. Clean and seal all street joints along Morris. 30. SW corner of Quorum at Morris, need to grind pavers around sanitary sewer manhole and adjust electric hand hole by trees to finish grade. 31. Fire hydrant valve on W. side of Quorum just N. of Addison Circle need brick pavers to be sand/cemented in place. 32. Lime stains need to be cleaned off of brick around entire site. .. PUBLIC WORKS DEPARTMENT (214) 450-2871 16801 Westgrove Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX. 75180-0579 RE: Addison Circle Phase I, FINAL PUNCH LIST Dear Mr. Person: April 28, 1998 Please find attached "Final Punch List Items" for Addison Circle Phase I. If you have any questions regarding the Public Works section call me at 972-450-2878. COMMENTS: • I have 􀁦􀁩􀁬􀁳􀁾􀀡􀁬􀁳􀁈􀁾􀂢􀁾􀀠those items that still need attention and/or are not acceptable. I have drawn a line thpeugh those items that are acceptable or are to be completed by others. • Notice spalling at several curb joints around site, especially first joint on either side of drainage inlets. (I will be glad to meet you at site to show what our concern is.) All curb joints need to be properly sawed and sealed. • Street pavers at Witt and Addison need to match gutter line of the curb. Director of Public Works/Addison Xc: John Baumgartner,PE, Director of Public Works/Addison David Meyers, PE, Project Engineer/Huitt-Zollars Mike Robins, Post Properties FINAL PUNCH UST FOR PHASE I ADDISON CIRCLE (PUBUC WORKS) Dl"eSS I:IJ3 61"61:11'\el ease ef light pales (<19<19 ft.eleliSel'l Cil"ele). 3. 4 r. "-r-1..· C* *" . ... \Af"...... el A eta· lAC...... el AA • . ...emeve TN IS "' pee Sl91'1 6Y I 􀁾􀁨􀁙􀀠al'\ n ISS I'\, "lyy al'\ .nePPIS. 5. Briel\ 􀁾􀁡􀁶􀁥􀁬􀀢􀁳􀀠Aeeelleweri1'19/leveli1'19 a* WiH al'\el Marris. e. 􀁾􀁥􀁳􀁥􀁡􀁬􀀠al'\el 􀁾􀁡􀀪􀁥􀁬􀀱􀀠spalleel eurb M Wi** al'\el Mel"ris. 7. Several "li9i1*i1'19" beJEes are1:11'\el si*e 1'\eeel *e be bel*eel elevm. 8. 􀁾􀁡􀁩􀁳􀁥􀀯􀁬􀁥􀁶􀁥􀁬􀀠briel1 M *ree well (fii"S* *ree wes* ef Aelelisel'\ Cirele). 9. 􀁾􀁥􀁾􀁬􀁡􀁥􀁥􀀠buHeAs il'l *raffie eirele. 10. Pavil'\9 􀁾􀁡􀁬􀀧􀁜􀁥􀁬􀁳􀀠alel'\9 􀁾􀁊􀀮􀁅􀀮􀀠see*iel'l ef *raffie eirele ele AM ma'fei1 􀁵􀁾􀀬􀀠 1:11'\evel'\ leeiEs liiEe seHiemeA* 11as 􀁥􀁥􀁥􀁾􀀺􀁾􀁲􀁲􀁥􀁥􀁬􀀮􀀠 11. 􀁾􀁥􀁾􀁡􀁩􀁲􀀠si91'1 a* S'N see*iel'\ ef *l"affie eirde. 12. Parallel parldl'\9 􀁢􀁴􀁾􀀪􀀪􀁥􀁬􀀧􀁜􀁳􀀠il'l 􀁑􀁾􀀺􀁾􀁥􀁲􀀱􀀺􀀱􀁭 􀀠1'\eeel *e be 􀁲􀁥􀁾􀁬􀁡􀁥􀁥􀁥􀁬􀀠el'\ be*l1 􀁾􀁊􀀮􀀠 al'\el e. sieles ef ef Aelelisel'\ Cirele. 13. e*erm mal'\i1ele a'f il'lle* 1'\eal" eW eerl'\er 61'\ Quer1:1m 1'\eeels aeljus*il'\9 15. 16. 17. (bevel er 9ril'lel eel9es ef briel1). 18. BrakeR liel el'\ wa*er me*er beJE 􀀨􀁥􀁬􀁥􀁾􀀺􀁾􀁢􀁬􀁥􀀠el1edE valve) il'l WiH, first se* ef me*ers 􀁾􀁊􀀮􀀠 ef Aelelisel'\ Cirele Drive. 19. HaAelle is breiEel'\ el'\ 11atel9 ever fire va1:1lt te 􀁂􀁾􀀺􀁾􀁩􀁬􀁥􀁬􀁩􀁬􀀧􀁜􀀹􀀠 B M 15675 'NiH Plaee. 20. Jeint seal neeels Pej9laeing eveP peef· .... eeel heaefep at ,6J,ePPis anel 'Nitt. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. Jeint at Mei"Pis 'N. ef Pasehal neeels Pesealing anel alse Peffieve nails. --···41--·.tf.'i .: ... · ,, .. ·.·· =::·=:-·. 􀁾􀂷􀀽􀀭􀂷􀂷􀀠 ·.::::,:··:=<.= =.·=·.. 􀀭􀁾􀂷􀀽􀀧􀀮􀀡􀁦􀀧􀂷􀀠. .. : .. ' 􀁾􀀠 􀀺􀀮􀁾􀀱􀀠 All bil-11-:-., 1 .. 1'. 1995 (the 'Construction Contract') for that project generally referred to as Addison Circle Phase I (the 'Project'). The contractor for the project is Gibson & Associates, Inc. ('Contractor'). Attached hereto is an invoice or pay estimate for work performed on the Project by the Contractor for the time period set forth on the invoice/pay estimate. I hereby certify that the work reflected on the said invoice/pay estimate is true and correct to the best of my information and belief, that such work by the Contractor has been measured and verified in accordance with the Construction Contract, and that all Construction Contract preconditions to payment of the invoice/pay estimate have been met. Attached hereto are cop1es of all material testing results in connection with this invoice/pay estimate." SWORN TO AND SUBSCRIBED BEFORE ME on the 4th day of May, 1998. ·-/􀁾􀀠􀁾􀁾􀀠.. . Please let us know if you have any questions. James F. Duffy Executive Vice President of Construction JFD/kar Attachments , -r I! ·' 􀁾􀀠 ' J • I • • . • • . . 􀁾􀀠 .· I 􀀺􀀡􀀺􀁾􀀠􀀲􀀢􀁾􀀠'-/"<-X .. "l : di ' C?-\_ _ ' Notary PubJilr'tate of exas (__..,-KIMBERLY A. RJED MY COMMISSION EXPIRES December 18, 2001 GIBSON & ASSOCIATES, INC. 11210 Ryliecrest P .0. Box 600579 Balch Springs, Texas 75180-0579 9721557-1199 FAX 9721557-1552 April 20, 1998 Mr. David Meyers Huitt-Zollars, Inc. 3131 McKinney Avenue Suite 600 Dallas, Texas 75204 Engineers and Contractors Re: Addison Circle -Phase I Public Infrastructure Dear Sir: Enclosed please find our Estimate No. 23 for work done on the above referenced project along with an Affidavit of Bills Paid. · If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 'T/!k!--· -Mark Person Project Manager MP/sc encl. IHTIGIIIT Gibson & Associates Inc. Job Description: ADDISON CIRCLE-PHASE I Estimate No. 23 Client; TOWN OF ADDISON Contract Amount; $3,517,664.44 Estimated Period : February 26,1998 To Apnl25,19988 Payable To: Gibson & Associates, Inc. 11210 Ryliecrest Drive Balch Springs,Texas 75180 II II II Contract II Monthly Ill Quantity II 􀁕􀁮􀁾􀀠 Ill ttem II Description II Unn II Quantity II Quantity· Ill To Data II Priee Ill Total ----11 1-----jl I I I I' SCHEDULE I PAVING IMPROVEMENTS 101 II MOBILIZATION IlLS II 1 II Ill 1 II $94,135.00 Ill $94,135.00 102 II UNCLASS ST 'EXCAVA INC HAUUOISPOSE !ICY II 214311 Ill 214311 $2.16111 $4,628.88 103 II REM & DISP OF 'EXIST CONC PAVE IISY II 5604 I Ill 569411 $8.40 Ill $53,523.60 104 II REM & DISP OF 'EXIST CONC SW IISY II 1292 Ill 129211 $5.40 Ill $6,976.80 105 116"' LIME STAB or subgrade prep IISY II Ill II $4.03111 106 II HYDRATED LIME 3S#/sy II TON II Ill II $87.29111 107 118" 650 PSI Fl'EX RC PVMT IISY II 5712 Ill 563511 $31.00 Ill $17 4,685.00 108 118" 650 PSI Fl'EX RC DROP SALB SALB IISY II 1446 Ill 139211 $35.90 Ill $49,972.80 100 114" 3000 PSI RC SDWLK II SF II 7231 Ill 862211 $2.80 Ill $24,141.60 110 114" 3000 PSI RC SDWLK SUB-BASE II SF II 56766 Ill 5722811 $2.90111 $165,961.20 111 116" 3000 PSI RC SDWLK SUB-BASE II SF II 1225 Ill 287411 $3.20111 $8,196.80 112 II item deleted Addenda 4 II II Ill II Ill 113 116" 650 PSI Fl'EX RC DRIVE IISY II 218 Ill 26911 $30.00 Ill $6,070.00 114 116" 650 PSI FL'EX INTEGRAL CURB iiLF II 5162 Ill 529211 $1.50 Ill $7,938.00 115 II REINF CONC ST HEADER IILF II 300 Ill 411 II $5.00 HI $2,055.00 116 II FULL DEPTH SAWCUT 8<. CONC IILF II 1269 Ill 153711 $2.75111 $4,226.75 117 II* Furnish vehicle brick paver del. II SF II Ill II $3.37111 118 II ST BOLLARD (STEEL) IlEA II 71 Ill 71 II $350.00 Ill $24,650.00 119 114" WIDE THERMOPLASTIC LANE STRIP IILF II 54 56111 104 $2.16 Ill $224.64 120 114" NON REFLECT BUTTON TY W IlEA II 112 56111 266 $4.32111 $1,149.12 121 114" REFLECT BUTTON TY 1-W.C IlEA II 195 92111 215 $6.48111 $1,393.20 122 114' REFLECT BUTTON TY 11-Y-Y IlEA II 40 6111 46 $8.10 Ill $372.60 123 1124" WIDE THERMO STOP LINE IILF II 71 Ill 71 $10.80 Ill $766.80 124 1112" WIDE THERMO YIELD LINE IILF II 152 Ill 152 $6.48111 $984.96 125 II STD & TRAFF CTRL SIGNS lumlinslall IlEA II 98 Ill 98 $164.16111 $16,087.68 126 U .. fum/install st. sign post,found. IlEA II 521 3111 56 $166.32 Ill $8,313.92 127 II ST BARRICADES (GUARD RAIL) IILF II 7511 Ill 62.5 $25.38111 $1,586.25 128 II BARRICADES, SIGNS & TRAFF CTRL liMO II II Ill 1 $8,280.00 Iii $9,280.00 129 116' TALL BLACK VINYL COAT CHAIN LINK FENCE IILF II 20211 Ill 202 $19.98 Ill $4,035.96 130 II item deleted per addenda 4 II II II Ill I Ill 131 II item deleted per addenda 4 II II II Ill II Ill 132 II nem deleted per addenda 4 II II II Ill II Ill 133 II DOWELLED ON 6" RC CURB IILF II 811 Ill 811 $20.00 Ill $160.00 134 II ITEM DELETED PER ADDENDA 3 II II II Ill II Ill 135 II THERMOPLASTIC ADVISORY MARKER-YEILD IlEA II 811 Ill 811 $216.00 Ill $1,728.00 136 i18'x7' REFL DIAGRAMMATIC SIGN ADV·D1 IlEA II 211 Ill 211 $3,868.00 Ill $7,776.00 137 118\dl' REFL DIAGRAMMATIC SIGN ADV-D3 IlEA II 1 II Ill 1 II $3,564.00 Ill $3,564.00 138 115'x2' REFL STREET SIGN ST 1,2,3 IlEA II 3 Ill 311 $1,296.00 11: $3,888.00 139 II REMOVE EXISTING STREET LIGHT FOUNDATION II EA II 5 Ill 711 $426.60 Ill $2,9l!6.20 140 II FIINSTALL ST. LIGHT FOUNDATION QUORUM IlEA II 11 Ill 1311 $459.00 Iii $5,967.00 141 ll6"x6" CL A TY I.C JIGGLE BAR IlEA II 54 Ill 59 $13.50 Ill $796.50 142 II CONSTRUCT LONGITUDINAL BUTT JOINT IILF II 802 Ill 881 $7.50 Ill $6,607.50 143 II item deleted per addenda 4 II II Ill Ill 144 11*4 fumlinstall bedding matr1 & pavers IISF II 18631 Ill 18631 $2.53111 $47,136.43 145 II *4 fum/install 6" 650psi RC pavmnt iiSY II 4897 Ill 5165 $34.00 Ill $175,610.00 1.6 II *4 fumlinst.l 6" 650psi RC drop slab IISY II 1211 Ill 1000 $33.70 Ill $33,700.00 147 II "4 fum/inst.l 6.75'x1.5'refl.diag sign IlEA II 31 Ill 3 $1,404.00 Iii $4,212.00 148 ]1*4 rem/replc cone. unit pavers II SF II 2670 Ill 2952 $2.50 Ill $7,380.00 149 ]1"4 furn/inst.l s-compacted ftex base IISY II 297 Ill 328 $6.30 Ill $2,066.40 150 H "4 rem/dispose cone. flume IISY II 41 Ill 41 II $10.00 Ill $410.00 151 II "4 replc. exst blk vynl cl fence IILF II 240 8111 22811 $19.981 i $4,555.44 152 II "4 fum/plant buffalo grass seedlfert IISY II 564 Ill 56411 $0.58 $327.12 153 II "4 temp irrig. work area water tower IlLS II 1 Ill 111 $2,150.00 $2,160.00 154 11'"4 construction progress report CPM IlLS II 1 Ill II $2.100.00 155 II Fumish Vechicular Paver II SF II 11773 Ill 1100011 $2.69 $31,790.00 156 1110" x 12" Curb IILF II 421 Ill 39411 $10.00 $3,940.00 157 II Signal Interconnect Wiring IILF II 1200 Ill II $3.74 1 158 II Fum Vech Paver Typ A & 8 Glen Gery II SF II 685811_ Ill 821611 $3.12 II $25,633.92 159 114" Single Reflective Button Ty 1-Y IlEA II 4811 Ill 4811 $6.871H $329.76 160 II Sign Revision Adv. D-1 IlLS II 1 II Ill 1 II $673.75111 $673.75 161 II .Existing Light Base repair IlEA II 311 Ill 311 s1a1.50 m $544.50 162 II Revise Adv-1 , Adv-2, 51.-3 II SF II 17.5611 Ill 17.5611 $110.00 Ill $1,931.60 163 H Aluminum Painted Gold Finial IlEA II 10011 IH 100 II $3().00 Ill $3,000.00 164 113" O.D. Sign Po& IlEA II 12 II Ill 12 II $480.00 Ill $5,760.00 165 II Wing Brackets IlEA II 2411 Ill 2411 sn.00111 $1,848.00 166 II Mounting Hardware IlEA II 1211 Ill 12 II $66.00 Ill $792.00 167 II R&R C.T.B. IISF II 84711 847111 84711 $1.65111 $1,397.55 168 II Street Patching IlLS II 1 II 1 Ill 1 II $5,132.03 Ill $5,132.03 169 II Relocate Yield Signs IlEA II 311 3111 311 $385.00 Ill $1,155.00 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀭􀀭􀀭􀀺􀀽􀀽􀀽􀀽􀀠 Total Schedule I $1,071,515.26 SCHEDULoi\STREETSCAPEIMPROVEMENTS 201 11"4 tum pedes!. BRICK PAVER del. II SF II II Ill II $1.98111 202 111" PVC SCH 40 TREE LIGHT CONDUIT IILF II 200511 Ill 2150 II $3.40 Ill $7,310.00 203 1(2" PVC SCH 40 ST LIGHT CONDUIT II LF II 530011 Ill 7660 II $3.89111 $29,408.40 204 II ST LIGHT PULL BOX or tree light IlEA II 70 II 2111 51 II $226.80 Ill $11,666.80 205 112" PVC SCH 40 SLEEVE IILF II 28111 Ill 28211 $2.92111 $523.44 206 113" PVCSCH 40 • IILF II 50911 Ill 600 II $3.35111 $2,010.00 207 114" PVC SCH 40 • IILF II 1641 II Ill 163711 $4.05111 $6,629.65 208 116" PVC SCH 40 • IILF II 81511 Ill 90211 $5.94111 $5,367.88 209 ((IRRIGATION SYS INC POWER TO CONTRLR IlLS II 1 II Ill 1 II $63,099.00 Ill $63,099.00 210 II TREE FENCE IILF II II Ill II $17.00 Ill 211 II STD TREE GRATE IlEA II 2811 Ill 2811 $1,090.00 Ill $30,520.00 212 II DELETED ITEM ADDENDA 2 II II II Ill II Ill 213 II DELETED ITEM ADDENDA 2 II II II Ill II Ill 214 II DELETED ITEM ADDENDA 2 II II II Ill II Ill 215 II DELETED ITEM ADDENDA 2 II II II Ill II Ill 216 II DELETED ITEM ADDENDA 2 II II II Ill II Ill 217 114" PVC SCH 40 PERFOR SUBDRAIN SYS IILF II 512311 Ill 545911 $11.00 Ill $60,049.00 218 II BENCH A IlEA II 11 II Ill 11 II $1,740.00 Ill $19,140.00 219 II BENCH B IlEA II 1611 Ill 1611 $960.00 Ill $.15,360.00 220 IIBENCHC IlEA II 1911 Ill 1911 $1 ,385.00 Ill $26,315.00 221 II BOWERY TRASH RECP A IlEA II 11 II Ill 11 $1,100.00 Ill $12,100.00 222 II BOWERY TRASH RECP B IlEA II 711 Ill 7 $32o.oo Ill $2,240.00 223 II BOWERY TRASH RECP C IlEA II 611 Ill 6 $285.00 Ill $1,710.00 224 II BIKE RACK MODEL BR2-3 IlEA II 2211 Ill 22 $180.00 Ill $3,960.00 225 II item deleted per addenda 4 II II II Ill Ill 226 II GARDEN PLANTER TY 006 IlEA II 10 II Ill 10 $270.00 Ill $2,700.00 227 II RED OAK 200 GAL 16'-18' 5"-6" cal. IlEA II 10911 Ill 105 $1,150.20 Ill $120,n1.00 228 II LIVE OAK 200 GAL 5"-6" CAL 16-18' HT. 10'·12' IlEA II 9511 Ill 95 $1,150.20 Ill $109,269.00 229 II CHANTICLEER PEAR 4"14-16' IlEA II 3811 Ill 38 $372.60 Ill $14,158.80 230 II DWF YAUPON HOLLY 1 GAL IlEA II 3460 II Ill 3460 $4.05111 $14,013.00 231 II NEW MEXICO AGAVE 1 GAL IlEA II 14 Ill $13.50 Ill 232 II AUTUMN ASTER 4" IlEA II 25 Ill 251 $1.78111 $44.50 233 II SHASTA DAISY 4" IlEA II 328 Ill 328\1 $1.78\11 $583.64 234 II DAYLILY RED RUM 4" \lEA II 76 Ill 76\1 $3.73111 $283.48 235 II DAYLILY STELLA DE ORO 4" IlEA II 160 Ill 160 II $3.67111 $587.20 236 \1 DAYLILY MIXED 4" \lEA II 125 Ill 12511 $3.67111 $458.75 237 II RED YUCCA 1 GAL IlEA II 22 Ill 2211 $5.94\11 $130.68 238 II BEARDED IRIS PURPLE NO 1 IlEA II 490 Ill 490 II $1.87 Ill $518.30 239 II BEARDED IRIS YELLOW NO 1 IlEA II 393 Ill 39311 $1.67\11 $656.31 240 II BEARDED IRIS WHITE NO 1 IlEA II 52 Ill 52\1 $1.67111 $86.84 241 II JAP IRIS BLUE NO 1 IlEA II 46 Ill 4611 $2.75111 $126.50 242 II SPIDERY LILY 4" \lEA II 228 1 Ill 22811 $5.72111 $1,304.16 243 II DAFFODIL MIXED N0.1 IlEA II 38911 Ill 38911 $0.81111 $315.09 244 II DAFFODIL FEB GOLD N0.1 IlEA II 44511 Ill 44511 $0.92111 $409.40 t 245 II DAFF PEEP TOM N0.1 IlEA II 230 II Ill 230 11 $0.81 Ill $186.30 246 IITHRIFT 4" IlEA II 61 II Ill 61 II $1.67111 $101.87 247 II ADAMS NEEDLE STARBURST 1GAL IlEA II 2611 Ill II $25.38111 248 II PURPLE HEART 4" IlEA II 6511 Ill II $1.69111 249 II BERMUDA SOLID SOD IISF II 13300 II 3200 Ill 16500 11 $0.23111 $3,795.00 t.,S 1.1> 250 II WEEPING LOVE GRASS IISF II 22920 II 453!111111 -i822&11 $0.03111 $::;1:,Q16 6l' 251 II RESTORE IRRIG. N.LINE ADDISON CONV.C IlLS II 1 II -B-111 zZ."ll-0 111 $1,026.00 Ill $1,026.00 252 II BALUBURLAP/MNTN/REPLNT EXST HOLLIES IlEA II 70 II Ill 6411 $38.34111 $2,453.76 253 116' N.R. STEVENS HOLLIES FURN/INSTALL IlEA II 611 Ill 611 $270.00 Ill $1,620.00 254 II REM/REUSE EXST STEEL EDGING IlLS II 1 II Ill 1 II $378.00 Ill $378.00 255 II 2'WIDE, 6" RC FLUME IlLS II 1 II Ill II $750.00 Ill 256 113" PVC SCH 40 TREE LIGHT CONDUIT IILF II 650 II Ill 66811 $4.97111 $3,319.96 257 II item deleted per addenda 4 II II II Ill II Ill 256 u·4 fumlinstl bedding & ped pavers IISF II 6484511 Ill 66290 II $1.52111 $100,760.80 259 11·4 street light foundation IlEA II 5311 Ill 5511 $388.80 Ill $21,384.00 260 II •4 construct sq. cap for light base IlEA II 5311 Ill 6411 $97.20 Ill $5,248.80 261 11•4 fumlinstl 2· sch.40 PVC tree lt.conduit IILF II 2750 II Ill 273211 $3.69111 $10,627.48 262 11"4 salmnon pink canna #1 rhizomes IlEA II 5611 Ill II $1.62111 263 II Fum Fum Peel Brick Pav Glen Gery IISF II 6484511 Ill 66290 II $1.571\1 $104,075.30 264 II Big Blue Lirope IlEA II 840 II Ill 840 II $4.02111 $3,376.80 265 II Additional Irrigation Repair@Conf.Ctr 1\LS II 1 II Ill 1 II $825.00 Ill $825.00 266 II Additional Streetscape Irrigation IlLS II 1 II Ill 1 II $18,687.00 Ill $18,887.00 :!:67 II Remove Brick, Sawcut and Install Std Pull Box JIEA II 1 II Ill $385.00 Ill . 268 11 Remove Brlck Sawcut. and Install TUE Type Handhole 11 EA II 1 II Ill 1 $385.00 Ill $385.00 269 II Install and Connect Lights & Flldures IlEA II 5311 Ill 53 $352.00 Ill $18,656.00 270 II PanelsiTenninal Blocks IlEA II 311 Ill 3 $2,816.00 Ill $8,448.00 271 II Meters IlEA II 311 Ill 3 $148.60 Ill $445.60 272 111 OOA Switch JIEA II 31 Ill 3 $429.00 Ill $1,287.00 273 II Ground Rods IlEA II 3 Ill 3 $121.00 Ill $363.00 274 111 OOA Contactor IlEA II 3 Ill 31 $957.00 Ill $2,871.00 275 II Time Clocks IlEA II 3 Ill 311 $165.00 Ill $496.00 276 II Photo Cells IlEA II 3 Ill 311 $220.00 Ill $680.00 277 11#2Wire IILF II 500 Ill 630 II $2.09111 $1,316.70 278 II #SWire II LF II 7500 Ill 699911 $0.SO Ill $4,199.40 279 II #SWire II LF II 11000 1 Ill 1291311 $0.42 Ill $5,423.46 280 II#12Wire IILF II 200 II Ill II $0.60 Ill 281 11112 • Sch. 40 PVC Street Light Conduit IILF II SOli Ill II $4.8411\ 282 II 3" Sch 40 PVC street Light 􀁃􀁯􀁮􀁤􀁤􀁵􀁾􀀠 II LF II so II Ill II $5.28111 283 II Drinking Fountain Piers IlEA II 211 2111 211 $275.00 Ill $560.00 284 II Relocate Service @Park IlLS II 1 II 1 Ill 1 II $1,793.00 Ill $1,793.00 Total Schedule II 48Q1,121.95 SCHEDULE Ill STORM WATER IMPROVEMENTS 88f, 762..'15 301 IICL3RCP18" II LF II 84611 Ill 84311 $28.08111 $23,671.44 302 IICL3RCP21" IILF II 551 II Ill 551 II $31.32111 $17,257.32 303 IICL 3 RCP24" IILF II 18811 Ill 18411 $34.56111 $6,359.04 304 II CL 3 RCP 27" II LF II 10811 Ill 108 II $38.88JII $4,199.04 305 II CL 3 RCP 30" II LF II 32911 Ill 32911 $42.12111 $13,857.46 306 IICL 3 RCP33" IILF II 6411 Ill 6411 $47.52 Ill $3,041.28 307 IICL3 RCP 36" IILF II 43411 Ill 42711 $52.92111 $22,596.84 308 II CL 3 RCP 39" IILF II 191 II Ill 191 I $63.72 Ill $12,170.52 309 II CL 3 RCP 42" IILF II 35711 Ill 357 $68.04JII $24,290.28 310 IICL 3 RCP 45" II LF II 35111 Ill 351 $75.SO Ill $26,535.SO 311 IICL3 RCPSO" IILF II 26711 Ill '2$7 $127.44111 $34,026.46 312 II CL 3 RCP66" IILF II 24611 Ill 248 $149.04111 149.04111 $38,961.92 313 JICL 3 RCP72" IILF II 11s 1 Ill 116 $172.80 Ill $20,044.SO 314 II REM & DISP OF EX CURB INLET JIEA II 10 Ill 10 $756.00 Ill $7,560.00 315 116' RECESS CURB INLET WI RECESS TOP FOR BRill EA II 4 Ill 4 $1,944.00 Ill $7,776.00 316 118' RECESS CURB INLET WIRECESS TOP FOR BRill EA II 3 Ill 3 I $2,052.00 Ill $6,156.00 317 118' RECESS CURB INLET (EXT DEPTH) WIRECESSII EA II 1 Ill 1 $2,268.00 Ill $2,268.00 318 Jl10' RECESS CURB INLETWIRECESS TOP FOR 􀁂􀁾􀁬􀀠EA II 2 Ill 2 $2,269.60 Ill $4,579.20 319 1110' RECESS CURB INLET IlEA II 1 Ill 1 $2,269.60 Ill $2,269.SO 320 111 0' RECESS CURB INLET (EXT DEPTH) IlEA II 1 Ill 1 $2,430.00 Ill $2,430.00 321 1112' RECESS CURB INLET WIRECESS TOP FOR 􀁂􀁾􀁬􀀠EA II 1 I Ill 1 32,538.00 Ill $2,538.00 322 1114' STD CURB INLET IlEA II 1 II Ill 1 $2,754.00 Ill $2,754.00 323 114' GRATE INLET IlEA II 1 II Ill 1 $2,862.00 Ill $2,862.00 324 II DELETED ITEM PER ADDENDA 2 II II II Ill Ill 325 113 GRATE COMBO CURB INLET JIEA II 411 Ill 4 S2,97o.oo Ill $11,860.00 326 115'115'X5' STD Y INLET IlEA II 411 Ill 4 32,862.00 Ill $11,448.00 327 II REM EX REINF CONC PIPE IILF II 890 I Ill 890 I $14.04 Ill $12,495.60 328 II TY A STRM WTR MH JIEA II 1 Ill 1 II $2,376.00 Ill $2,376.00 329 II TY A STRM WTR MH IlEA II 1 Ill 1 II $3,186.00 Ill $3,186.00 330 II TY B STRM WTR MH IlEA II 4 Ill 411 $4,698.00 Ill $18,792.00 331 II RCP SO 􀁄􀁅􀁇􀁒􀁅􀁾􀀠WYE CONNECT IlEA II 37 Ill 3711 $216.00 Ill $7,992.00 332 IIRCP45" IlEA II 1 Ill 1 II $216.00 Ill $216.00 333 RCP SO DEGREE BEND CONNECT IlEA II 2 Ill 1 II $216.00 Ill $216.00 334 RCP 45 DEGREE BEND CONNECT IlEA II 2 Ill 411 $216.00 Ill $664.00 335 RCP 3D DEGREE BEND CONNECT IlEA II 41 Ill 411 $21s.oo Ill $664.00 336 PIPE TO PIPE CONNECT IlEA II 14 Ill 14 II 321s.oo Ill $3,024.00 337 INLET CONNECT IlEA II 2 Ill 1 II $486.00 Ill $486.00 336 PRECAST CONC PLUG FOR RCP IlEA II 18 Ill 21 II $61.00 Ill $1.701.00 339 UNCLASS CHANNEL EXCAVA IICY II 9495 Ill 8535 $5.37111 $45,832.95 340 ROCK CHANNEL EXCAVA IICY II 4511 Ill 4511 $6.46 Ill $29,231.28 341 II II REM & DISP OF EXIST HEADWALLS & CONC RIP ll LS II 1 Ill 2 $2,160.00 Ill $4,320.00 342 112' STONE RIP RAP IICY II 236 Ill 100 $37.SO Ill $3,780.00 343 HYDROMULCH TOP GUN BUFFALO (FERTIWTR) II SY II 1686 583111 833 $1.12 Ill $932.96 344 FIBER NETTING NA GREEN S150BN IISY II 1686 Ill 240 $1.43111 $343.20 345 FURN, INSTL, MAIN, REM INLET PROTECT FOR 􀁅􀁾􀁬􀀠EA II 3D Ill 4 $50.00 Ill $200.00 346 FURN, INSTL, MAIN & REM SILT FENCE FOR ERCJ,jl LF II 2BOO Ill 2150 $3.00 Ill $6,450.00 347 FURN, INSTL, MAIN & REM STRAW BALE DICK Cf-11 LF II 200 Ill $5.00 Ill 348 ROCK BERM FURNIINSTALJMAINTNIREMOV IICY II 10 Ill 3D $150.oo Ill $4,500.00 349 FURN, INSTL, MAl NT & REM STAB CONST ENTR II SY II 333 Ill $9.72111 350 DELETED ITEM PER ADDENDA 2 II II I Ill Ill 351 II TRENCH SAFETY FOR UTIL IlLS II 1 II Ill $610.00 Ill 352 II TRENCH SAFETY FOR CONSTR IILF II 405211 Ill 4043 I $1.08111 $4,366.44 353 II REM EXST INLET TOPIRECDNST w/RECESS IlLS II 1 II Ill 1 II $3,510.00 Ill $3,510.00 354 I11D'RECES.CURB INLET(XTRA DEPTH)RECS RECS TOP II EA II 1 II Ill 1 II $2.430.00 Ill $2,430.00 355 11•4 rem/dispose ex$: RCP larger 30 II LF II 150 11. Ill 150 II $14.04 Ill $2,106.00 =:o=<=---=•==--"='=== Total Schedule Ill $469,768.27 SCHEDULE IV VVASTEVVATERIMPROVEMENTS 401 II SDR 26 PVC VVVVTR LINE 8" IILF II 4011 Ill 20 II $21.60 Ill $432.00 402 II SDR 35 PVC VVVVTR LINE 8" IILF II 163911 Ill 1730 II $19.44!11 $33,631.20 403 II SDR 35 PVC VVVVTR LINE 10" IILF II 35711 Ill 35711 $28.08111 $10,024.56 404 II SDR 26 PVC VVVVTR LINE 12" IILF II 156411 Ill 156411 $30.24!11 $47,295.36 405 II SDR 35 PVC VVVVTR LINE 6" VV/2 VVAY CLEANOUT!I EA II 1711 Ill 1611 $540.00 Ill $11,640.00 406 114' DIA VVVVTR MH IlEA II 311 Ill 311 $1,836.00 Ill $5,508.00 407 115' DIA VVVVTR MH IlEA II t1 II Ill 11 II $3,672.00 Ill $40,392.00 408 II "IV INSPECT IILF II 3600 II Ill 365111 $1.62!11 $5,914.62 409 II TRENCH SAFETY FOR CONSTR IILF II 4010 II Ill 3671 II $0.66111 $2,386.15 "'=== Total Schedule IV $154,223.89 SCHEDULEV VVATERIMPROVEMENTS 501 II CONC BLOCKING !ICY II 4511 Ill 4511 $75.60 Ill $3.402.00 502 II Dl FITTINGS CL 250 !I TON II 611 Ill 611 $1,944.00 Ill $11,564.00 503 11"4 6" pvc awwa c900 dr18, ci1SO IILF II 22511 Ill 17211 $14.58111 $2,507.76 504 11"4 8"pvc awwa c900 dr18 cl150 II LF II 194511 Ill 194411 $16.20 Ill $31,492.80 505 11"412" pvc awwa c900,dr18 c1150 IILF II 7611 Ill 7611 $32.401!1 $2.462.40 506 11'"4 fum.24* fN{INa c303 bar wrapped cone pipe IILF II 24611 Ill 24811 $70.20 Ill $17,409.80 507 II FILL EXT 24" DIA RCCPVVTR LINE IILF II 20011 Ill 20011 $23.76!11 $4,752.00 508 !IS" RESILIENT SEAT GATE VALVE/BOX IlEA II 1211 Ill 1311 $466.00 Ill $6,318.00 509 1!8" RESILIENT SEAT GATE VALVE/BOX IlEA II 11 II Ill 11 II $594.00 Ill $6,534.00 510 II ITEM DELETED PER ADDENDA 3 II II II Ill II Ill 511 11"4 fumilnstl fire hyd complete IlEA II 911 Ill 9 $1,512.00 Ill $13,808.00 512 II REM, SALVE & DEL TO TOVVN EXIST FIRE HYDRA!! EA II 311 Ill 3 $432.00 Ill $1,296.00 513 11"4 con noel to all EXT VVTR MAIN IlEA II 311 Ill 3 $540.00 Ill $1,620.00 514 11"4 VVTR SERV LINE 1.5"meter,box,bkflw,dbl ck IlEA II 211 Ill 2 $1,944.oo Ill $3,688.00 515 II VVTR SERV LINE 2"(MTR BOX,BKFLO PREV) IlEA II 1 II Ill 1 $2,268.00 Ill $2,268.00 516 II VVTR SERV LINE S"(FOR FIRE PROTECT) IlEA II 311 Ill 3 $540.00 Ill $1,620.00 517 II TAPP SLEEVE VALVE/BOX 20" X 8" IlEA II 1 II Ill 1 $3,024.00 Ill $3,024.00 518 II TAPP SLEEVE VALVE/BOX 20" X 12" IlEA II 1 II Ill 1 $3,240.00 Ill $3,240.00 519 112000 PSI CONC ENCASE IILF II 60 II Ill 80 $20.52 Ill $1,641.60 520 II ADJ EXT VVTR VALVE STACK/COVER IlEA II 611 Ill 6 $54.00 Ill $324.00 521 II TRENCH SAFETY II LF II 249411 Ill 2177 1 $022111 $478.94 522 IIVVTR TEST IlLS II 1 II Ill 1 II $81o.oo Ill $810.00 523 II item deleted per addenda 4 II II II Ill II Ill 524 112" VVATER SERVICE LINE IlEA II 18 II Ill 1911 $540.00 Ill $10,260.00 525 11*4 instl 24* awNa c30J bar wrap pipe IILF II 24811 Ill 24811 $70.20.1!1 $17,409.60 526 II Relocate 2* Water Service IlEA II 211 Ill 211 $610.00 Ill $1,220.00 ========= Tota1 Schedule V $149,250.70 SCHEDULE VI BOSQUE PARK IMPROVEMENTS 601 II item deleted per addenda 6 II II II Ill II Ill 602 [litem deleted per addenda 6 II II II Ill II Ill 603 ll item deleted per addenda 2 II II II Ill II Ill 604 11*4 metro drinkn' fountain & wtrservc IlEA II 211 C>• >!> Ill 2. +.i! II $5,900.00 Ill \l1 Boo ill',080.W 605 II • 4 􀀴􀁾􀀠3000psi rc sdwlk subbase II SF II 444911 Ill 3600 II $2.70 Ill $9,720.00 606 11"'4 fum ped. paver mtrl del I! SF II II Ill II $1.98111 607 11*4 furnlinstl bedding & brick pavers II SF II 342611 Ill 342611 $1.52111 $5,207.52 608 II Fum Ped Paver Glen Gery II SF II 342611 Ill 342611 $1.57111 $5,376.82 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀭 􀀭􀀭􀀭􀀭􀀭􀀽􀀠 Total Schedule VI $21 ;38S::34 SCHEDULE VII 􀁾􀁚􀀱 􀀱􀁦􀀾􀁾􀀠· $4-ELECTRICAL IMPROVEMENTS 701 116E6 CONC ENCASE DUCKBANK 6" DIA TY DB PVqj LF II 2800 Ill 268311 $70.00 Ill $187,810.00 702 114EB CONC ENCASE DUCKBANK 6" DIA TY DB PVql LF I 353 Ill 381 II $50.00 Ill $19,050.00 703 II TUE STD 4 VVAY MH IlEA 9 Ill 911 $9,100.00 Ill $81,900.00 704 II TUE STD 2 VVAY MH IlEA 1 Ill 1 II $9,000.00 Ill $9,0oo.OO 705 II REINF 5' X 5" X 6' CONC PAD AROUND MH ilEA 2 Ill 211 $750.00 Ill $1,500.00 706 II TUE STD PRECAST DEEP VVELL 25KV SVVITCH PAl EA 3 Ill 211 $1,200.00 Ill $2,400.00 707 116" DIA TY DB PVC 90 DEGREE SVVEEP 36" IlEA 13 Ill 1211 $55.oo Ill $860.00 708 1110E6 CONC ENCASE DUCKBANK 6" DIA TY DB PVII LF 135 Ill 122 II $150.00 Ill $18,300.00 709 1110E6 CONC ENCASE DUCKBANK 6" DIA TY DB PVII LF 70 Ill 70 II $300.00 Ill $21,000.00 II (BY OTHER THAN OPEN CUT) II Ill II Ill 710 11"4 6" ty db pvc 90 deg. sweep 60" IlEA II 121 Ill 1211 $55.00 Ill $660.00 711 l1 • 4 2• sch 40 pvc conduit II LF II 780 II Ill 780 II $4.00 Ill $3,120.00 􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠 Total. Schedule Vll SCHEDULE VIII $345,400.00 STREETSCAPEIMPROVEMENTS 801 802 803 804 805 806 807 808 809 II IRRIGATION SYS EAST SIDE OF QUARUM II RED OAK TREE 200 GAL CONTAINER GROWN 114" PVC SCH 40 PERFORATED SUBDRAIN SYS II FURNISH I PLANT WEEPING LOVE GRASS 11 *4 st light or tree ft. puU boxes 11*4 2* sch 40 pvc st It conduit 11*4 st light foundation 11*4 sq. cap for light base 11*4 3* sch 40 pvc tree ft. conduit SCHEDULE IX STREETSCAPEIMPROVEMENT S 913 11*4 4* cement stabalized subgrade 914 11*4 1/s->c4* ryerson ldscp edging E»Ta II Concrete Yield Loss Above 8% IlLS II IlEA II IILF II II SF II IlEA II IILF II IlEA II IlEA II II LF II IISY II IILF II !ICY II II II II II II II II II II 67311 670 II II Ill II Ill II Ill II Ill II Ill II Ill II Ill II Ill II Ill II Total Schedule VIII Ill Ill Ill 647.22 II II Total Schedule IX 112.2711 $10,260.00 Ill $1,150.20 Ill $11.00 Ill $0.03111 $232.20 Ill $3.89111 $388.80 Ill $87.20 Ill $4.97111 :z=_ -==---==--==:: $5.40 Ill $1.46111 $3,494.99 =--======= $58.00 Ill $3,494.99 $6,511.66 ========================-=-=-=-== -::o=======--===========-----====-=====<;:;z=:l'£n:l=-....::rD;::== TOTALWORKDONE,../ZZ 03of!'O'-􀀤􀀳􀀬􀁈􀁾􀀶􀀫􀀳􀀮􀀹􀁓􀀠 L tt , • ""' 31 􀁲􀁡􀁾􀀮􀀠􀀳􀀴􀁾􀀠Q 􀁾􀀺􀁥􀀠 RETAINED 2.5% "''8 .,. D£... $i'i',96S.e;k ,. o .. o.I:I"P19,.,91.2::5.7 APPROVED: AMOUNT PAYABLE ., " $9,BI!Jl86.25 ? 􀁾􀁰􀀴􀁓􀀬􀀠'i"' ... 􀁺􀁯􀁾􀀬􀀠s4-; 1 ik9· 8-PREVJous PAYMENTS $3,025,197.12 GIBSON & ASSOCIATES,! C. AMOUNT DUE THIS ESTIMATE $15,589.11 HUITT-ZOLLARS BY 􀁾􀂷􀁊􀀠!llge/J DATE 1}-{Z-'1/fjg COLUMBUS REALTY I 􀁂􀁙􀁾􀁾􀀠DATE 4/¥Jqe ' 􀁔􀁏􀁗􀁎􀁏􀁆􀁁􀁄􀁾􀁓􀁏􀁎􀀠 􀁾􀀠 BY ,dfl. £. DATE .r/rl f$ PARTIAL AFFIDAVIT OF BILLS PAID STATE OF TEXAS COUNTY OF DALLAS Patricia M. Gibson of Gibson & Associates, Inc. being duly sworn, says that she is the Chief Executive Officer of Gibson & Associates, Inc. (the "Contractor") and is familiar with the facts herein stated. That said Contractor performed work and labor and/or furnished material for use in the construction of Addison Circle-Phase I, Public Infrastructure and owned by The Town of Addison. That said Contractor hereby certified that he paid or had other-wise satisfied all obligations for all materials and equipment furnished for all work, labor and services performed and for all indebtness and claims against the Contractor for damages arising in any manner in connection with the performance of the Contract referenced above. CONTRACTOR: Gibson & Associates, Inc. BY: 􀁯􀁾􀁾􀀭􀁾􀀠Patricia M. Gibson Chief Executive Officer SWORN TO BEFORE ME and subscribed in my presence this the 20th day of April, 1998. My Commission expires: '\ 'C S-􀁃􀁾􀁜􀀠 ® SHERI J. J. CLEPPER Notary Public, State of Texas My Commission Expires 07-25·2001 \ 04'/16/98 12:10 FAX 9722992258 PAVER CONSTRUCT! PAVER CONSTRUCTION CO:MPANY, INC. April 16, 1998 Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, Texas 75180-0579 ATTEN: Mr. Mark Person RE: Addison Circle Phase I, Efflorescence Problem Mr. Person: 􀁾􀀰􀀰􀀱􀀠 Enclosed with this le:tter is a copy of a "stat shP-et" showing the efflorescence levels in the Glen Gary clay pavers used irr the pedestrian walkways at Addison CirclP-Phase I. After reviewing this sheet, you will know that there is no efflorescence in the clay pavers. The actual efflorescence that the City is seeing is coming frau the joints between the pavers. The joint mix that Paver Construction Company, Inc. used was the same joint mix specified the the specification booklet provided by the City of Addison. Efflorescence residue is a by-product of the chemical reaction continually occurring within the joints of the pavers. It: cont:cnually occurs because of the constant aver-irrigation of the planter beds in these areas. The irrigation levels need to be reevaluated during the Fall and Spring months. During the Summer months, the hot "Texas sun" will bake the moisture out, thus eliminating the problem. Efflorescence is ccmmon everywhere there is concrete in pedestrian areas. It is only more prevalent in dark clay pavers. This is a common occurrence and should be expected in "overly-irrigated" areas. Paver Construction Company, Inc. will not be responsible for this problem. It is 􀁣􀁯􀁾􀁣􀁮􀀬􀀠 and the cauee rests solely on Post f'rop.tFE&:Q 2114 X4 X8 PA}!ER EXTSOlW 01§51Q O!S-lS!-9§ Tb 􀁾􀀠ill a 􀁾􀁲􀁣􀀠nl Tata 􀁾􀀠&ii.dial 􀁬􀁢􀁫􀁬􀁬􀁾􀁾􀁾􀁴􀁾􀁾􀀠Ur. 􀀦􀁣􀀮􀁱􀁾􀀠wh!l ABTM. n..ia..doa c:n.t• 􀁾􀀮􀁳􀀮􀀮􀁴􀀮􀀮􀁵􀁵􀁬􀁡􀁮􀁩􀀠 Mlltixwt W Sa.tQOliAc. a.ad •r.m.c Al'hll." -... Jtocooi•Od 􀁟􀀬􀀰􀀷􀀽􀀧􀀭􀁉􀁊􀀬􀁉􀀬􀀻􀂷􀀻􀀬􀁐􀁾􀁴􀁦􀀭􀀭􀀭􀀭􀂭Daoo \.'alt "'"""'..,...,.s_. 􀁾􀁴􀁬􀁯􀁡􀀠 􀀨􀁇􀁭􀁍􀁁􀁾􀁬􀀠·-·-. -; Pduaa.. Pu Square l.c.:h (MI>o) JC 􀁾􀁣􀀠 I 11C ZJ"660 (177.1) :zc 7C J2C :Z4120 (1M4) JC liC 13C 2.5500 (175.JI) 4C 9C J4C 2'7040 (] 􀀸􀁾􀀮􀀠6) sc IDC 15C 24170 (166.8) A'VEiv.OE I 25300 (114.6) .. ! i ----··--·-" .. -·-.... , .. ...-n-REDFI£U) PUNT 1'1-􀁾􀀠htuimum sm., lloa c:!Gcffid=s T.,. Ooa .. --Ju!r 13, 19M o. .. . IIL'CT'IC!H IUIII'& ltFn.OJUI5CI:NCE o. ... Driocl _,. 5 Hour :4 Hau SIJ:blll......_ia .AtdHaeni._ 􀁾􀁯􀁲􀁾􀀭􀁾􀀡􀀡􀀡􀀡􀀡􀀭􀀮􀀠 . -(l . . 7. o.l;t-a. f 9. iJ.tJ__ IS ,;-JY'f>w. 􀁾􀀠 .I 􀁾􀀰􀀧􀀢􀀱􀀱􀀮􀀠􀁾􀁾􀀠rut!!-" 12. 13. 17. 22. FINAL PUNCH LIST FOR PHASE I ADDISON CIRCLE (PUBLIC WORKS) Dress up around base of light poles (4949 Addison Circle). Low spot in front of tree at management office. Signposts at various locations need adjusting so that base rivets are in proper location, various signs and signposts are bent and need repair. (Base assembly should be 2" above grade, rivet must be accessible for maintenance) Remove "This Street" sign at Witt and Addison, Witt and Morris. Brick pavers need lowering/leveling at Witt and Morris. Reseal and patch spoiled curb at Witt and Morris. Several "lighting" boxes around site need to be bolted down . Raise/level brick at tree well (first tree west of Addison Circle). Replace buttons in traffic circle. Paving panels along N.E. section of traffic circle do not match up, uneven looks like settlement has occurred. Repair sign at SW section of traffic circle. Parallel parking buttons in Quorum need to be replaced on both N. and S. sides of Addison Circle. Storm manhole at inlet near SW corner on Quorum needs adjusting (bevel or grind edges of brick). Railroad markings in Quorum need replacement. Fifth tree well from circle on S. side of street. Pavers need adjustment (trip hazard). Repair gouge in curb S. side of Witt and Addison Road. Lighting box on S. side of Witt and Addison Circle needs adjustment (trip hazard). Broken lid on water meter box (double check valve) in Witt, first set of meters N. of Addison Circle Drive. Handle is broken on hatch over fire vault to Building Bat 15675 Witt Place. Joint seal needs replacing over red wood header at Morris and Witt. Joint at Morris W. of Paschal needs resealing and also remove nails. Throughout site clean sealant off of brick. .. • 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. Curb needs repair at N. side on Goodman at Paschal. Needs to be sawed before patch is attempted. Fire hydrant at Goodman and Quorum needs to be finished. Seal street joints all along Goodman. "NO PARKING" sign at Quorum and Goodman is bent. All bike racks need to be placed in final location out of ROW. (Move near bench or by wall). Morris at Quorum NW corner, telephone manhole, need to repair and/or replace brick by ring. Clean and seal all street joints along Morris. SW corner of Quorum at Morris, need to grind pavers around sanitary sewer manhole and adjust electric hand hole by trees to finish grade. Fire hydrant valve on W. side of Quorum just N. of Addison Circle need brick pavers to be sand/cemented in place. Lime stains need to be cleaned off of brick around entire site. / (PARKS) Reference: Previous Punch List 1. Need repair one tree receptacle on N. side of Addison Circle Drive, just W. of Circle. 2. Some tree well fences poorly aligned and some on Morris and on quorum are not properly attached/anchored. Still in process of painting. Welding alignment poor on some and many are bowed. 3. Still need to check with town's mowing contractor to see if mowable. Need to establish full stand of healthy Bermuda grass here and in drainage flume area W. of Paschal, grassing may have to be addressed by Gibson under maintenance contract due to timing of seeding. If so, need letter from Gibson to that effect with lime line. 4. Post needs to move rotors back to sidewalk. 5. Not done-Need irrigation as-builts. 6. Done 7. Town of Addison gave Bryant Nails office phone number for billing purposes. 8. In progress. 9. Done 10. Not done. Need to extend capped off irrigation and install heads. Need to repair fence. 11. Done. 12. Refer to Huitt-Zollars punch list. 13. Moving to electrical room in Building A not done. 14. Not resolved. 15. Done. Bryant Nail wants to change to another design. 16. Refer back to item (3) above. (POWER AND LIGHTING INSPECTION) Lighting 1. Two bases on n. side of Morris just W. of Quorum are missing one bolt each. 2. Several light poles have wire attached just below the head that need to be removed. ' \ I 3. Some poles and bases have mortar or concrete splattered on them that needs to be cleaned off. 4. Remove screws from light pole E. of Building "A" garage entry off Addison Circle Drive. 5. Most all pull boxes have loose or missing cover screws. Sidewalk Pavers 1. Tree grate on S. side of Mildred close to the Circle need to be reset to stabilize and match pavers. 2. Some furniture still needs to be relocated. (See public works comment item #28). 3. Area where bench was moved at NW corner of Building "A" needs stud remnants removed and new pavers installed. 4. In some areas joint sealer has gotten onto the pavers and needs to be removed. (See public works comment item #23). Miscellaneous 1. Tree grate on S. side of Mildred close to the circle need to be reset to stabilize and match pavers. 2. The Live Oak trees on Addison circle drive have Aphids that need to be exterminated. All other trees need to be checked and treated as needed. 3. Some tree wells still need debris (rocks) removed and additional mulch installed. GIBSON & ASSOCIATES, INC. 11210 Ryliecrest P.O. Box 800579 Balch Springs, Texas 75180-0579 9721557-1199 FAX 9721557-1552 April 20, 1 998 Mr. Michael Murphy, P.E. Town of Addison P.O. Box 144 Addison, Texas 75001 RE: Addison Circle Dear Sir: Engineers and Contractors I IC ILL INUGIIIT We have completed all items on the final punch list which are in our contract, our responsibility, and within our control. Here is a list of the items which do not fit the above mentioned criteria: Public Works List: 􀁾􀁣􀁾􀀮􀀠uJITf+ 􀁾􀁾􀁯􀀠n-tfi-E"K. Item #4 -The "This Street" sign was put plans and meets all requirements. Someone has adde re Lane sign under it, which does not meet specifications. Item #7 -Whoever installed the tree light wiring removed the lids on these boxes and did not replace bolts. Part of Bosque Park job. Item #10 we did not do sub-grade on #11 Ordered new sign for City, #14 Pre-fab tape markings, not #18 Not in contract; private. #19 Not in contract; private. project. under separate project. in contract. Item Item Item Item Item Item #27 Installed per plan and/or directed by Huitt-Zollars. #32 Normal effect of materials picked out by Post; all materials were installed per specifications. This is not a workmanship deficiency. See attached Exhibit A. Parks List: Item #1 Not our contract; Bosque Park. Item #2 Removed from our contract; Change Order #1. Item #3 Bermuda grass was seeded with rye; if grass does not establish, we will re-seed in maintenance contract. Item #8 -Not our contract; Bosque Park. Item #10 -Grading, re-seeding Buffalo seed and Holly, complete edging and bed area not our contract. See Exhibit B re: grassing. Item #13 not our contract. Item #14 not our contract. Item #16 See Item #3 above. Mr. Michael Murphy, P.E. Page 2 Lighting List: Item #2 -Post or city hung banners or flags during special event. Item #4 Post or city hung sign during special event. Item #5 See Item #7 of public works. Miscellaneous: Item #3 -Bosque Park; tree light contractor. Please let me know the earliest date in which you can meet with me at the job site to re-walk the items which are our responsibility so we can sell this project. If you need any further information, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 2.!:---Project Manager MP/sc 04116/98 12:10 FAX 9722992258 PAVER CONSTRUCT! PAVER CONSTRUCTION COMPANY, 􀁬􀁬􀁾􀁃􀀮􀀠 April 16, 1998 Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, Texas 75180-0579 ATTEN: Mr. Mark Person RE: Addison Circle Phase I, Efflorescence Problem Mr. Person: la!001 Enclosed with this lo:tter is a copy of a "stat sh .. et" showing the efflorescence levels in the Glen 􀁇􀁥􀁾􀁹􀀠 clay pavers used in the pedestrian walkways at Addison Circle Phase I. After reviewing this sheet, you will know that there is no efflorescence in the clay pavers. The actual efflorescence that the City is seeing is coming fran the joints between the pavers. The joint mix that Paver Construction Company, Inc. used was the same joint mix specified the the specification booklet provided by the City of Addison. Efflorescence residue is a by-product of the chemical reaction continually occurring within the joints of the pavers. It cont:cnually occurs because of the constant over-irrigation of the planter beds in these areas. The irrigation levels need to be reevaluated de ring the Fall and Spring months. During the Summer months, the hot "Texas sun" will bake the moistuJ:e out, thus eliminating the problem. Efflorescence is common everywhere there is concrete in pedestrian areas. It is only more prevalent in dark clay pavers. This is a common occurrence and should be expected in "overly-irrigated" areas. Paver Construction Company, Inc. will not be responsible for this problem. It is 􀁣􀁯􀁾􀁣􀁮􀀬􀀠 and the cauee rests solely on Post Properties' irrigation practices. It can be r.eme.died, however, by applying several sealer coats to the pavers once the e.fflorescence has subsided. Mark, once again, thank you so much for your cooperation during this project. We look forward co working with you again in che future. Vice President P.O. Box 1087. Cedar HiU, Texas 75106 "rtetrn (972) 29Q-2246 • FAX (972) 299-2::58 1 0 FAX 9722992258 04/16/98 12: a ... :-B PM SMITH•S 􀁁􀁐􀁒􀀭􀀱􀁾􀀭􀀹􀀸􀀠 THU -" PAVER CONSTRUCT! 972 􀁾􀀺􀀺􀁚􀀡􀀲􀀠 111il11 ... 2 􀁾􀀰􀀰􀀲􀀠P.-1211 . McCreath 􀁌􀁡􀁢􀁯􀁾􀁴􀁯􀁲􀁩􀁥􀁳􀀬􀀠Inc. •• '"!"-brick Jdeat.i""nrino Arnt/MN WZ£ ClU...WFfBm 2 1/4 X 4 X 8 PAVER F.TCSOlm CJCf§':FW Af-19-H Tlut 􀁾􀀠i. a 􀁾􀀠ul Tac. oa '8ulldial Bftell eorl:o• .. lD .._..._. ..dill A8'I"M: D.i....,_ 􀁃􀀶􀀷􀁾􀀠11St.uulanl M..,. w &amOiiD& a.ad 􀂷􀁲􀁾􀀠•.w..• Call """"'-.. .._. 􀁾􀀭 􀀨􀁇􀁾􀁭􀁾􀁁􀁾􀁬􀀠·-·-. -.. i Podnd.l Pet Squ•re 􀁾􀁢􀀠 ! {Milo) JC 􀁾􀁣􀀠 I JlC ZS6(i(} (177.1) 2C 7C l2C 24120 (1 154 4) 3C l!C 13C 25500 (175.9) 4C 9C uc 27040 (] 815, 15) $C IGC /JC 24170 (166.8) AVERAGE 25300 (174.6) i -______ ....__ . ·-·-··· ........... 􀁾􀀠Muiaua,.,.. 11oe CoGfCicfl:al: T.,. Cuool-July /3, 1996 o. .. 8L'C:J'IOH UILOIUI&a2ICE M'I'B OV..DdoO -J H:our 􀁾􀀠HOIU ''*'erick .Btlbtacni-􀁾􀁯􀁦􀁾􀁾􀀡􀀡􀀡􀀺􀀭􀀭 a.;,i no Woi!IIR . -(l.L-0 F/t:?-:5 /__J. 􀁵􀀮􀁲􀀭􀁾􀀯􀀭 d1r !Jr Al7 􀀹 􀁾􀀠 irt 􀀱􀁾􀀭􀀱􀀭􀀺􀀠 6q /;J 􀂷􀀻􀁁􀁾􀀯􀁃􀀠􀁾􀀠 bt0rt 􀁲􀁾􀀼􀂷􀁾􀁽􀀠 􀁡􀁾􀁾􀁾􀀼􀀠 . 'J-r f-t <7 L lc; 􀁉􀀫􀀭􀁾􀀩􀀠 lZ't <) /.ldA..l C1J r 'b 􀁹􀁯􀁾􀀠 􀁲􀀺􀁌􀁵􀁯􀁾􀀭 􀁾􀁬􀁣􀀭􀀫􀀮􀀠 uft( 􀀭􀁾􀁊􀁟􀁪􀀠 }4j tJ) C'-f' 􀀷􀁴􀀭􀀱􀁾􀁲􀀵􀀠 fv c_ur_b F 􀀨􀀯􀀧􀁉􀁦􀀧􀁾􀀮􀀯􀀭 JC9,j-􀁦􀁶􀁶􀁾􀀠 􀀩􀁾􀀮􀀫􀀭􀀭 \;V\-\'\ 􀁍􀀭􀁾􀀠 􀁖􀀭􀀭􀁊􀀮􀁾􀁜􀀢􀀧􀁊􀁏􀀧􀁲􀀭􀀧􀀠 􀀧􀁜􀁾􀁴􀀰􀁲􀀠 􀁾􀁣􀁾􀁜􀁾􀁾􀁬􀀠􀁣􀁾􀀠􀁜􀁾􀂷􀀠 􀁜􀁵􀁾􀁬􀀮􀁳􀀠 􀁾􀀠_ 'n e 0 􀁾􀁴􀁶􀁶􀁣􀀨􀀠C_u r'v \ 􀁜􀀧􀁾􀁷􀀠 􀁾􀁾􀀠 ·. . ) 􀁾􀁑􀁁􀀩􀀠 􀁣􀁾􀀠c 1r C' -n:. vv--􀂷􀁾􀀠􀁾􀁶􀀧􀁜􀀭􀀭 􀁾􀀮􀁜􀀭􀀭 ., ·' (PARKS) Reference: Previous Punch List 1. Need repair one tree receptacle on N. side of Addison Circle Drive, just W. of Circle. 2. Some tree well fences poorly aligned and some on Morris and on quorum are not properly attached/anchored. Still in process of painting. Welding alignment poor on some and many are bowed. 3. Still need to check with town's mowing contractor to see if mowable. Need to establish full stand of healthy Bermuda grass here and in drainage flume area W. of Paschal, grassing may have to be addressed by Gibson under maintenance contract due to timing of seeding. If so, need letter from Gibson to that effect with lime line. 4. Post needs to move rotors back to sidewalk. 5. Not done-Need irrigation as-builts. 6. Done 7. Town of Addison gave Bryant Nails office phone number for billing purposes. 8. In progress. 9. Done 10. Not done. Need to extend capped off irrigation and install heads. Need to repair fence. 11. Done. 12. Refer to Huitt-Zollars punch list. 13. Moving to electrical room in Building A not done. 14. Not resolved. 15. Done. Bryant Nail wants to change to another design. 16. Refer back to item (3) above. (POWER AND LIGHTING INSPECTION) Lighting 1. Two bases on n. side of Morris just W. of Quorum are missing one bolt each. 2. Several light poles have wire attached just below the head that need to be removed. ' \ I 3. Some poles and bases have mortar or concrete splattered on them that needs to be cleaned off. 4. Remove screws from light pole E. of Building "A" garage entry off Addison Circle Drive. 5. Most all pull boxes have loose or missing cover screws. Sidewalk Pavers 1. Tree grate on S. side of Mildred close to the Circle need to be reset to stabilize and match pavers. 2. Some furniture still needs to be relocated. (See public works comment item #28). 3. Area where bench was moved at NW corner of Building "A" needs stud remnants removed and new pavers installed. 4. In some areas joint sealer has gotten onto the pavers and needs to be removed. (See public works comment item #23). Miscellaneous 1. Tree grate on S. side of Mildred close to the circle need to be reset to stabilize and match pavers. 2. The Live Oak trees on Addison circle drive have Aphids that need to be exterminated. All other trees need to be checked and treated as needed. 3. 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'S 􀀢􀀧􀁯􀀺􀀺􀀦􀀭􀁟􀁤􀁥􀀮􀁾􀁟􀀬􀀠-----1 􀀭􀀭􀀭􀀭􀁗􀀭􀀭􀁟􀁬􀁦􀁬􀁟􀁓􀁾􀁊􀀭􀀧􀀱� �􀀭􀀢􀀺􀀮􀂫􀀺􀀮􀁟􀀡􀀬􀀮􀀮􀀡􀁤􀁜􀁳􀀮􀀠 􀁾􀁬􀁵􀀡􀀠 Mr<,J, de.b"l';s 􀁇􀁲􀁟􀀼􀀾􀀢􀀭􀁾􀁾􀁟􀀩􀁾􀁶􀀮􀀮􀁥􀀮􀁤􀀠__ i: '' i! 'I ! ! I i I I' I i ' 'I i (PARKS) Reference: Previous Punch List 1. Need repair one tree receptacle on N. side of Addison Circle Drive, just W. of Circle. 2. Some tree well fences poorly aligned and some on Morris and on quorum are not properly attached/anchored. Still in process of painting. Welding alignment poor on some and many are bowed. 3. Still need to check with town's mowing contractor to see if mowable. Need to establish full stand of healthy Bermuda grass here and in drainage flume area W. of Paschal, grassing may have to be addressed by Gibson under maintenance contract due to timing of seeding. If so, need letter from Gibson to that effect with lime line. 4. Post needs to move rotors back to sidewalk. 5. Not done-Need irrigation as-builts. 6. Done 7. Town of Addison gave Bryant Nails office phone number for billing purposes. 8. In progress. 9. Done 10. Not done. Need to extend capped off irrigation and install heads. Need to repair fence. 11. Done. 12. Refer to Huitt-Zollars punch list. 13. Moving to electrical room in Building A not done. 14. Not resolved. 15. Done. Bryant Nail wants to change to another design. 16. Refer back to item (3) above. (POWER AND UGHTING INSPECTION) Lighting 1. Two bases on n. side of Morris just W. of Quorum are missing one bolt each. 2. Several light poles have wire attached just below the head that need to be removed. 3. Some poles and bases have mortar or concrete splattered on them that needs to be cleaned off. 4. Remove screws from light pole E. of Building "A" garage entry off Addison Circle Drive. 5. Most all pull boxes have loose or missing cover screws. Sidewalk Pavers 1. Tree grate on S. side of Mildred close to the Circle need to be reset to stabilize and match pavers. 2. Some furniture still needs to be relocated. (See public works comment item #28). 3. Area where bench was moved at NW corner of Building "A" needs stud remnants removed and new pavers installed. 4. In some areas joint sealer has gotten onto the pavers and needs to be removed. (See public works comment item #23). Miscellaneous 1. Tree grate on S. side of Mildred close to the circle need to be reset to stabilize and match pavers. 2. The Live Oak trees on Addison circle drive have Aphids that need to be exterminated. All other trees need to be checked and treated as needed. 3. Some tree wells still need debris (rocks) removed and additional mulch in stalled. FINAL PUNCH LIST FOR PHASE I ADDISON CIRCLE (PUBLIC WORKS) 1. Dress up around base of light poles (4949 Addison Circle). 2. Low spot in front of tree at management office. 3. Signposts at various locations need adjusting so that base rivets are in proper location, various signs and signposts are bent and need repair. (Base assembly should be 2" above grade, rivet must be accessible for maintenance) 4. Remove "This Street" sign at Witt and Addison, Witt and Morris. 5. Brick pavers need lowering/leveling at Witt and Morris. 6. Reseal and patch spoiled curb at Witt and Morris. 7. Several "lighting" boxes around site need to be bolted down. 8. Raise/level brick at tree well (first tree west of Addison Circle). 9. Replace buttons in traffic circle. 10. Paving panels along N.E. section of traffic circle do not match up, uneven looks like settlement has occurred. 11. Repair sign at SW section of traffic circle. 12. Parallel parking buttons in Quorum need to be replaced on both N. and S. sides of Addison Circle. 13. Storm manhole at inlet near SW corner on Quorum needs adjusting (bevel or grind edges of brick). 14. Railroad markings in Quorum need replacement. 15. Water meter box (double check box) next to fire hydrant at far S. end of Quorum needs replacement. 16. Fifth tree well from circle on S. side of street. Pavers need adjustment (trip hazard). 17. Repair gouge in curb S. side of Witt and Addison Road. 18. Lighting box on S. side of Witt and Addison Circle needs adjustment (trip hazard). 19. Broken lid on water meter box (double check valve) in Witt, first set of meters N. of Addison Circle Drive. 20. Handle is broken on hatch over fire vault to Building Bat 15675 Witt Place. 21. Joint seal needs replacing over red wood header at Morris and Witt. 22. Joint at Morris W. of Paschal needs resealing and also remove nails. 23. Throughout site clean sealant off of brick. 24. Curb needs repair at N. side on Goodman at Paschal. Needs to be sawed before patch is attempted. 25. Fire hydrant at Goodman and Quorum needs to be finished. 26. Seal street joints all along Goodman. 27. "NO PARKING" sign at Quorum and Goodman is bent. 28. All bike racks need to be placed in final location out of ROW. 29. Morris at Quorum NW corner, telephone manhole, need to repair and/or replace brick by ring. · 30. Clean and seal all street joints along Morris. 31. SW corner of Quorum at Morris, need to grind pavers around sanitary sewer manhole and adjust electric hand hole by trees to finish grade. 32. Fire hydrant valve on W. side of Quorum just N. of Addison Circle need brick pavers to be sand/cemented in place. 33. Lime stains need to be cleaned off of brick around entire site. (PARKS) Reference: Previous Punch List 1. Need repair one tree receptacle on N. side of Addison Circle Drive, just W. of Circle. 2. Some tree well fences poorly aligned and some on Morris and on quorum are not properly attached/anchored. Still in process of painting. Welding alignment poor on some and many are bowed. 3. Still need to check with town's mowing contractor to see if mowable. Need to establish full stand of healthy Bermuda grass here and in drainage flume area W. of Paschal, grassing may have to be addressed by Gibson under maintenance contract due to timing of seeding. If so, need letter from Gibson to that effect with lime line. 4. Post needs to move rotors back to sidewalk. 5. Not done-Need irrigation as-builts. 6. Done 7. Town of Addison gave Bryant Nails office phone number for billing purposes. 8. In progress. 9. Done 10. Not done. Need to extend capped off irrigation and install heads. Need to repair fence. 11. Done. 12. Refer to Huitt-Zollars punch list. 13. Moving to electrical room in Building A not done. 14. Not resolved. 15. Done. Bryant Nail wants to change to another design. 16. Refer back to item (3) above. (POWER AND LIGHTING INSPECTION) Lighting 1. Two bases on n. side of Morris just W. of Quorum are missing one bolt each. 2. Several light poles have wire attached just below the head that need to be removed. 3. Some poles and bases have mortar or concrete splattered on them that needs to be cleaned off. 4. Remove screws from light pole E. of Building "A" garage entry off Addison Circle Drive. 5. Most all pull boxes have loose or missing cover screws. Sidewalk Pavers 1. Tree grate on S. side of Mildred close to the Circle need to be reset to stabilize and match pavers. 2. Some furniture still needs to be relocated. (See public works comment item #28). 3. Area where bench was moved at NW corner of Building "A" needs stud remnants removed and new pavers installed. 4. In some areas joint sealer has gotten onto the pavers and needs to be removed. (See public works comment item #23). Miscellaneous 1. Tree grate on S. side of Mildred close to the circle need to be reset to stabilize and match pavers. 2. The Live Oak trees on Addison circle drive have Aphids that need to be exterminated. All other trees need to be checked and treated as needed. 3. Some tree wells still need debris (rocks) removed and additional mulch in stalled. • 􀁐􀁯􀀭􀀭􀁶􀀭􀁵􀀧􀁦􀁜􀁾􀁔􀀠 􀀧􀀨􀁙􀀧􀁉􀁣􀀮􀀼􀁲􀁾􀁾􀀠 .,,., Q..,p.,,.... "Dr,v\-s+,_..r SI"J"' po5.'<-'O"""'eo • 􀁇􀁯􀀺􀀮􀁾􀀠􀁾􀁦􀀧􀁥􀀮􀁯􀀮􀀮􀀠 􀁌􀀮􀁕􀁥􀁾􀁴􀀭 􀀰 􀁾􀀠 􀁹􀀧􀁙􀁜􀀬􀁯􀁲􀁲􀁾􀀾􀀠 􀁾􀀭􀁥􀀮􀀠 Vl"".) l-'\5.> Hio-..r-tnuld-c<)v-..,e i 􀁾􀀢􀀧􀁥􀀮􀀠 \"""1"'-'f'<>c:Jo-1 􀁾􀀠ca-.. ea.,... !,. -e.. ...,..,.,....,.ej . December 4, 1997 Mr. Mark Person Gibson & Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 • fr"'"r.:)(.. 􀁾􀀠cJ.r., ....... ,...,.S v..J K'"-.> .lz. c...ll_ 􀁾􀀠􀁜􀁾􀀠􀁾􀀠.. 􀁾􀀠􀁾􀀮􀁟􀀮􀀱􀀠(IYll\ 1 􀁖􀁾􀁑􀀮􀁊􀀮􀀠􀁾􀀩􀀠 RE: Addison Circle Phase I Public Infrastructure HZ! Project No. 01-2013-02 Dear Mr. Person: The Town of Addison does not want to conduct a final walk-through for the above referenced project until the following items are addressed. Some of the items have been discussed on previous occasions at the site or during construction progress meetings. 􀁾􀂢􀁒􀁥􀀭􀁷􀁯􀁲􀁫􀀠pavers at the north and south ends of Witt Place to eliminate ponding of water 􀁾􀀠• Fire hydrant at the NW corner of Addison Circle and Witt Place needs to be lowered. \'() 􀁾􀁲􀁦􀁬􀁾􀀠 Eliminate ponding of water in the invert on Witt Place. 􀁾􀂷􀀠 Eliminate ponding of water on Morris Avenue, north side at Quorum Drive neckdown. • Locate and adjust missing water valve on Goodman Avenue. • Sanitary manhole lid at Northwest comer of Circle in front of Building "A" cannot be accessed. • Large roundabout sign on Quorum Drive for southbound traffic does not meet pedestrian clearance requirements. • Make sure bricks in vehicular areas have settled at the edge of the drop slabs. This was noted as a problem after the initial installation approximately one year ago. At that time your position was that the bricks would settle over time with exposure to vehicular traffic. • Complete sidewalk base and brick around the perimeter of Bosque Park. • Install water drinking fountains at Bosque park entrances including water service lines. • Resolve issues with sidewalk sub-base on the northwest end of Goodman Avenue and install brick. In addition, there is an area of pavement failure at the northeast portion of the roundabout which needs to be evaluated by Gibson and Associates. We do not recommend taking any action on this area until the condition is discussed with the Town. I:lproj\0 I 20 I 30 I IMP I 20497 .DOC 1st Controller PARKS &: RECREATION Pe&t0f5ca Ba1: l.W Addi1011, T-... 75001 Irrigation lnspec:tion Addison Circle -Phase I 1218197 by Jim Clark • 16801'f ........ I. #I valve box is broken md needs to be replaced. One head is not popping up (east tree well v.rith grates). ; 2. #6 valve box lid won't stay shut, box may be dcfunned. 3. #9-13 are not wotking for some reason according to Gary. 4. Concrete pullbox is all broken up and will need to be replaced (m the north alleyway by Bosque PIIIk.). 5. In the alley and the northside of Building C there are several Hitt nozzles. They need to be changed to Tom. 2nd Controller 6. #4 has a pinched flex pipe on one of the tree wells by the southside ofMOiris. In General: 7. Many b.cads arc leaning and need to be plumbed. 8. Many nozzles arc clogged and need clearing. All heads should have filters installed. 9. Some 12" HP pop-ups contacting tree fences and need to be relocated. 1 0. Clean out valve boxes and install pea gravel per specs. 11. Need as-build plan and station sequencing schedule. 12. Supply v.-ater history for tree wells. 13. Dedicated phone line to controllers is not installed and operatiOIIlll. 14. Question of iii:igation for. proposed holly hedge installation along culvert along MOIIis Ave. and Paschal Mews Tun Clark/. 􀁉􀁲􀁲􀁩􀁧􀁡􀁴􀁩􀁯􀀡􀁑􀀺􀁾􀁨􀁮􀁩􀁣􀁩􀁡􀁮􀀠 Town of Addison TOTAL P .1212 /" \ __ 􀁟􀁟􀁟􀀺􀁟􀁟􀁾􀂷􀀭􀂷􀀠􀁌􀁊􀀭􀁟􀁪􀁾􀁟􀁖􀀼􀀭􀀭􀁜􀀠 cA 􀁳􀁮􀀮􀁑􀁦􀀭􀀵􀁾􀀢􀀢􀀧􀀠·h=.s av...d 􀁬􀀧􀁱􀀮􀀮􀁾􀀬􀀮􀀬􀁊􀀧􀂷􀀢􀀧􀁬􀀭􀁾􂀢􀀬􀀺􀁩􀁾􀁍􀁩􀁸􀀮􀁩􀁾􀀭􀀭􀂭 􀀭􀀭􀀭􀀭􀀭􀀧􀀢􀁾􀀭􀀮􀂣􀁾􀀺􀀺􀀺􀁉􀀮􀀮􀁟􀁟􀁟 􀁪􀀧􀁲􀂧􀀮􀁓􀀮􀀮􀁾􀀮􀁦􀀮􀂱􀁯􀀮􀀮􀀮􀀼􀀻􀀬􀁌􀁾􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀂷􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 .. -------.-___ 􀁟􀀡􀁦􀁪􀁟􀁟􀀧􀀲􀁾􀁴􀁾􀁑􀁾􀁾􀁻􀀺􀁟􀁪􀁟􀀧􀁬􀀧􀀬􀀮􀀭􀀲􀁊􀀠""-.IJ .o--' 􀀢􀀢􀁾􀀭􀀭􀁾􀀭􀀭􀀭􀂷􀀠___ .. ___ --·--------·--I! 􀂷􀀭􀀭􀀭􀀭􀁾􀀡􀀠􀁴􀀭􀁾􀀠􀁾􀁱􀁟􀁊􀀩􀀠_ 􀁟􀁟􀁊􀁦􀁬􀁾􀀮􀀮􀀮􀀬􀁾􀀭􀂥􀀭􀀨􀁯􀀮􀀮􀁣􀀮􀁳􀀺􀀡􀀮􀀮􀀠􀀧􀁍􀁥􀀮􀀮􀁾􀀠 ± 􀀧􀀺􀁴􀁾􀁧􀀬􀀮􀀭􀀮􀀦􀁯􀁸� �􀀭􀀭􀀭􀁂􀁾􀁾􀁥􀀮􀁒􀀧􀁴􀀮􀁴􀁾􀀮􀀮􀀮􀀬􀀠 1ow"' _Leu__ ___ _ : i 􀁾􀀠 .,. . .. 1; 􀀭􀀭􀁦􀁡􀀮􀁾􀁤􀀠 o5o-􀀭􀂱􀁯􀀡􀁾􀀧􀁍􀁧􀁱􀁧􀀬􀁜􀀠 􀁾􀀠􀀫􀁢􀁾􀀠 l-!o..d-::j-""'-SS ; 􀁣􀀮􀁌􀁥􀀮􀀮􀁟􀀹􀀮􀀮􀀺􀁟􀁾􀀭􀁾􀁫􀁊􀀮􀁟􀁯􀀮􀀺􀀮􀁣􀀮􀁥􀁾􀀠_____ _ O.V\. d L,,:., + U. \\ a.:l;-i <>I!\. cA <: 􀁾􀁾􀀠o..v-..ob (I ) bo\l'i_k"'-------______ .c,;I3,)J--_R>-=C?'.'f'f-'-'l""'Q,...,._ 0\vf. Yaupon HollY Pllnt PftM!IIIIIn Did ti'M llll!lilot (2) Dwf. Yaupon Holly RIP'IGe (2) OWf. Ytuponlolally 􀁒􀁉􀁾􀁉􀁉􀁓􀁉􀀠(I) gwf, 􀁙􀁬􀁾􀀠HillY 􀀧􀁬􀁵􀁯􀀬􀀮􀁬􀁾􀁕􀀠 lt f"'"r fur..C1'1U 􀁉􀀧􀁬􀁬􀀧􀀢􀀧􀀢􀀧􀂷􀁾􀀠 􀁴􂀢􀁜􀁉􀀮􀁉􀀢􀀧􀁾􀂷􀁉􀁕􀁉􀀠.. taol SENT BY:xerox Telecopier__7,021 ; 3-􀀵􀁾􀀹􀀸􀀠 ; 9:43AM : Gibson & Associates .. HUITT-ZOLLARS, INC. i# 4 SENT'BY:XEROX 7033 : 2-18-88 i 8:larN i HVITT-ZOLLAIS, 􀁉􀁎􀁃􀀮􀁾􀀠Glbsoa a AIIOCllttli# 2113 8 9 10 11 12 u 14 15 18-:zo TI'M Ng,/LO;ation ADCIION CIRCL& PUBUC INII'RAITNJCTUQ PHAlli LANDICAJII PUNCH UIT Repllot (4) Dwt. Y-..m 􀁾􀀠 RlpjD (I} Dwf. YIUPOn Holy ProviW 2" mulch In IIWwt!IMper lptlla. littpllat (2) Cwf. 'l'eupgn Hglly Prov!W 2".mut;h in trw Will• per tpe111. Rapleal (1) l)wf, YIUI'Oft Holly Rlpllcl (2) Cwf. Yaupon Hair •IPIIGII (2) Cwf. 'I'II.IPOn Hol!w ,_.,.. (8) Owf. VIUpo" Holly RlpliDI (5) owt. Y1upon Holly 8od Medlin II PII'IPICI• ./􀁒􀁥􀁭􀁡􀁲􀁫􀁾􀀠 QUOIWII DRIVE (AT CIRCLI) 21 34 35 Tree No.JLacellan Tllm out dead brlnGh on trle ./Provide 2" mulch tNe WID • 1111 ljiiCI. ./Plodll2" lnulch 11'11 well 11 per"*'· ../QUORUM DI\IVI(NORTH OP CIRCLI) 1 2 3 4 6 !I 7 8 9 10 11 12 a"' 􀁾􀁉􀁇􀁴􀀠(8) Cwf. Yaupon HoiiV Rtp!IOe (15) OWf, Vtupon HgUy Replace (3) Owf. YIUpotl i'lolly Rlpi(Ge (4) Owf. 􀁙􀁥􀁵􀁰􀁣􀁾􀁮􀀠Hally RepiiCI (2) Dwf. Yaupan Holly Pepl1c:e (4) Dwf. Ylupon Holly Cempllte we wl 􀁾􀁬􀁬􀁴􀁬􀁮􀁏􀀠 o/Oomp.Mtr. welt 􀁐􀁬􀁬􀁾􀁴􀁬􀁮􀀻􀀠 .,. Complete ne nil Dll"*'e "" Complelil N wellflltntlng o/Ga.-trlt Wllllpilnllllll 'f" Complete •• wen 􀁰􀁬􀀱􀁾􀁮􀀱􀀱􀀠 o/􀁒􀁥􀁰􀁬􀁾􀀠􀀨􀁾� �􀀠Owf. Yaupon Holly v' j ! 􀁓􀁅􀁾􀁔􀀠 BY:Xerox Telecopier 7_021 : 3-5-96 : 9:44AM : Gibson & Associates-+ HUITT-ZOLLARS, INC.:# 5 . 􀁾􀀠BY:XEROX 7055 : 2·18·98 : 5=18 : iiJITT-ZOUARS, Ili!C ... Qlbson a .tuocJnu;l 3113 26 Zll 27 28 2i 􀁾􀀠31 􀁾􀀠:!3 43 Tree No.IL.oc:aticn MOitltll AVINUE 1 5 15 22 Z3 24 25 2!· 35 28 3Q 30 33 $5 3S ADDIION CJRCLI PUIUC INFRAITRUCTUU PHAlli LNUM;API PUNQI'I UIT 􀁾􀁉􀁉􀁃􀁉􀀠(8) Dwf. YIUPOf\ Holy fteplloe (10) CWf. Yaupon Holly "-Pieoe {S) Dwf. V..,n Holly RIPIIce <•l Cwf. 􀁙􀁾􀁾􀀮􀁾􀁰􀁡􀁮􀀠HOO, ..... (7) Dwt. '1'&;1011 Hell¥ FIIP(D (I) Dwt. YIUpan 􀁈􀁯􀁴􀁾􀀠 Rlpillll {2) Dwf. Y11.1p0n Hally Rtpla (2) Dwf, Yawpon Holy Replace (8) Owf. Yaupon 􀁈􀁾􀀠 _ Nate: Tftlt .,_,. lk we will Will to Ill lflt !Iva Repla01 (1) ewr. 􀁶􀁾􀀠Hally ./Repllct (2} Dwf. Y., Hally ./Ln1b • up lnnchel on lrM ./􀁾􀀸􀁐􀁉􀁉􀁃􀀸􀀠(1) Dwf. YIUpon Hally ./"ep'IOI (5) owt. 't'IUpon Holly ./􀁾􀂷􀀠(1) Owf. Vau11011 􀁈􀁯􀁬􀁬􀁾􀀠 ./QUIIUO nab II 111111 • Wil illlve 8nd .. If it llvlt. . .,1 P!lnt pnnnillll in bed ll'llllld mulch blclnu • f* 􀁾􀁰􀁾􀁥􀁾􀁥􀀮􀀠 ../Rep1101 (1) Dwf. 􀁙􀁾􀀠Holly v" 􀁾􀀭 .,1 Replace (2) OWl. 􀁙􀁡􀁵􀁾􀀠􀁈􀁯􀁾􀀠 V" Rtp1101 (1) Owf. Yaupon Holly v P'llnt llltlrt bed .,.. . Queetlonablall'ta v-· 􀀧􀁾􀀢􀀡􀀠 􀁩􀁬􀁬􀁬􀁾􀁲􀀭􀁲􀀻􀀺􀀱􀁾􀁯􀀠... :.1" · ..• , -----. 􀀻􀀻􀀬􀁾􀀭􀀭 -. ,. · ;· ·;.;· 􀀭􀀭􀁾􀀭􀁾􀀭􀀭 · SENT sv:xerox Telecopier 7021 ; 3-5-96 ; s:44AM.ijibson & Associates .. HUITT-ZOLLARS, INC. i# 6 . SENT .BY:mox 705S ; 2-111·88 ; 5: 15P14 ; ltli!TT·ZOUARS, INC.· Gtbm I .bsoci am;# 4113 Tree No. /Location Mcitf. Yaupno 1-loUy v Rlpllc. (1) Dwt. Ylupon Holtf ./RID!ace (1) Dwf. v • .., Holly vi R.p11c:e (1) owr. Yaupon 􀁈􀁯􀁩􀁾􀀠 V' Alplm (1) Dwr. Ylupon Holly ./􀁾􀁰􀁩􀁬􀁥􀁩􀀡􀀠!I'M lo match * PIIntl*81'1nilll in bed 1re1 .,/􀁏􀁾􀁮􀁾􀁡􀁧􀁥􀀠to tree-No11o be IIIPIIcecl ./RlpiiQI (1) Cwf. YauPtJn 􀁈􀁾􀀠o/Rapt.r;e (1) Dwf. Yaupoo Holly ./!Up*-(1) Owf. Yaupon 􀁴􀁯􀁾􀁯􀁬􀁬􀁹􀀠 ,/P1ovlft 2" mulch bad •re• 11 per lf*l . ./Pmld* 2" mulch bed 8IW 􀀻􀁾􀁡􀀠per 􀁡􀁰􀁴􀁥􀁾􀀮􀀠 ,/· 􀀧􀁾􀀠 􀁬􀁩􀁬􀀧􀁾􀀮􀀮􀀬􀀮􀀮􀂷􀀢􀁩􀁾􀀢􀀧􀀧􀀢􀀧􀀢􀀧􀀧􀁬􀀧􂀢􀀭􀂷􂀢􀀮􀀭􀂷􀀭� �􀂷􀂷􀂷􀂷􀂷􀁾􀂷􀀺􀀠 ........ ·. li • I! I ; • •.. 3-5-_9_B __ :_e:45AM ; Gibson & 􀁁􀁳􀁳􀁾􀁣􀁩􀁾􀁴􀁥􀁳􀀠.. 􀁈􀁕􀁉􀁔􀁉􀀭􀁚􀁏􀁌􀁌􀁁􀁾􀁓􀀬􀀠 INC. i# 7 SE.NT BY:Xerox Telecopier 7021 . : . SE\T"BY:XEROX 70313 : 2-18-88 : S:lfi ; HIJI1T-ZOU.W,INC.• GIUn I Auectma:# 1511:! \\ TI'M Na.ILaC!!ion PAICMAI. MI!W8 e 7 B 10 14 ADDIIOit 􀀼􀀽􀁉􀁾􀀠PUIII.ICIINPRMTRUCTUit! PHAlli LANDICAPI PUNCH UIT Alr;IIIGI (1) Dwf, YIUpOII Molly ./Rtpltce (1) Dwf. YIUplln 􀁾􀀠./RlpiiC lUie to lftltQh -/r i' 􀁾􀀭 (4) Dwf. 􀁙􀁳􀁵􀁰􀁣􀁾􀁾􀀠Holly " S.aiglttln ... 'II" 􀀭􀁾􀀮􀁯􀀻􀁾􀀺􀁬􀁩􀁬􀀬􀀺􀀬􀀠 􀀺􀀬􀀻􀀻􀀮􀀮􀀻􀀮􀀮􀀮􀁾􀀻􀀮􀀮􀀮􀀮􀀺􀀮􀀮􀀭􀁾􀁯􀀺􀀮􀁩􀀺􀀭􀂷􂀢� �􀂷􀁟􀁟􀀮􀀮􀀺􀀺􀀭􀀮􀀺􀀮􀀻􀀺􀀠.•... i··'-··---··' ........ 􀀧􀁾􀀠 ---.. ' June 3, 1998 Mr. Mark Person, Project Manager 11210 Ryliecrest Balch Springs, Texas 75180-0579 Re: Acceptance of Landscape Maintenance-Addison Circle Phase I Public Infrastructure Project Dear Mark: Please be advised that as oftoday's date that the Town of Addison Parks Department is prepared to assume maintenance of the landscape and irrigation improvements associated with the Addison Circle Phase I Public Infrastructure project. This is contingent upon Gibson & Associates and Palm, Inc. confirming in writing that the trees will be replaced under the project warranty within an agreed upon replacement deadline. As stated in previous correspondence, Gibson & Associates is responsible for replacement of all dead trees on the project. Please call me at (972)450-2869 if you have any questions. Sincerely, Slade Strickland, Director Parks and Recreation Cc: John Baumgartner, Town of Addison Mike Murphy, Town of Addison Ron Lee, Town of Addison David Meyers, Huitt Zollars Karen Koerth, Huitt Zollars •.. PALM INC. '972 '931 7344 P.02 June 16, 1998 Gibson & Associates, Inc. 11210 Ryeliecrest P.O. Box 800579 Balch Springs, TX 75180-0579 Dear Sirs, Plant and Lancbtape Services Desiant Construction I Installation Ref: Addison Circle -Phase l I refer to the subject contract and our meeting of Friday June 5, 1998 concerning the 8 trees which were affected by a non operating section of the irrigation system along the north side of Bosque Park:. Although on paper PALM Inc. may have a contractual responsibility for the loss of these trees, I feel that the facts contributing to the misunderstanding which caused the water to remain off were not given fair and due consideration at the meeting and the burden of responsibility for the problem is being unte'ISQmbly placed in full on PALM Inc. The following are SOllie of the cin:umstances that contributed to the delay in detecting the water problem: a) The good or operating terroinals of the control\& at Bosque Park were used by another Landscape company to supply irrigation to the Bosque Park project without the permission of PALM Inc. and the non operating terminals were connected to the problem area. b) A slrut out code was installed in the computer by the Town of Addison to deny access to the controller operations to all including PALM Inc. employees. 􀁾􀀮􀂷􀀠 c) The col1troller screen readout information was changed to Spanish by persons other than PAlM Inc. employees. I. i d) Verbal acceptance of the system was given by one of the Town of Addison irrigators after one of the many walk-thru's undertaken in checldng that the system was fully operational. e) No adequate explanation was provided for the inaction taken as a result of timely information given to the Town of Addison requiring reprogramming of the controller which was only capable of being programmed directLy fi:om the inhouse computer. Reprogramming was necess!II}' as the program was scrambled during installation of rain sensors. f) Delay in taking over responsibility of the system when all work was completed some considerable time ago. g) There has been considerable work undertaken in tree wells by other contractors long after we bad completed our work affecting bulbs, shrubs and tree balls. P.O. Box 260045 Plano, Texas 75026 l'!Jone (972) 931-1554 Fax (972) 931-7344 PARKS & RECREATION -. -:-· 􀀮􀀭􀀺􀀢􀀮􀀭􀀺􀀺􀀺􀀺􀂷􀀬􀀻􀀮􀀺􀀺􀂷􀀺􀁾􀀭􀁾􀀡􀀺􀁾􀁾􀀠'® Post Office Box 9010 Addison, Texas 75001-9010 May I, 1998 Mr. Mark Person, Project Manager Gibson and Associates, Inc. 11210 Ry!iecrest P.O. Box 800579 Balch Springs, Texas 75180-0579 (972) 450-2851 • FAX (972) 450.2834 16801 Westgrove Re: Trees/Irrigation-Addison Circle-Phase 1 Public Infrastructure Project Dear Mark: There are several dead live oaks north of Bosque Park and elsewhere on the project that need replacing. In addition, some trees are severely declining due to inadequate watering over the past several weeks. Presently the Town of Addison is not controlling any irrigation on the project, nor have \Ve been doing so. It is our understanding that Palm Inc. is responsible for watering and monitoring the condition of all trees and plant material until final acceptance of the entire project. We have assisted John Peart with Palm, Inc. to establish a watering schedule based upon his written request. We are willing to accept responsibility of the irrigation system now, but not until some ofthe problems with the system are resolved. On Friday, May I, 1998 ROn Lee, Paul Curry and John Peart met on the site and discovered two malfunctioning master 􀁶􀁾􀁩􀁶􀁥􀁳􀀠causing failure of some zones to water automatically. \Ve are not sure how long this problem persisted. This problem must be resolved, and verification of total automatic operation must occur before we accept the system. Please call Ron Lee at (972) 450-2851 to arrange a walk through of the system. Sincerely, 􀀺􀁸􀀺􀁩􀀮􀀢􀀼􀀮􀀯􀁲􂀢􀁾􀁵􀀡􀀧􀀡􀀭􀁴􀀮􀀮􀀮􀀺􀀭􀀦􀀧􀀮􀀠'··slade Strickland, Director Parks and Recreation Cc: Ron Lee John Baumgartner Mike Murphy John Peart, Palm Inc. Mike Robbins, Post Properties June 3, 1998 Mr. Mark Person, Project Manager 11210 Ryliecrest Balch Springs, Texas 75180-0579 Re: Acceptance of Landscape Maintenance -Addison Circle Phase I Public Infrastructure Project Dear Mark: Please be advised that as oftoday's date that the Town of Addison Parks Department is prepared to assume maintenance of the landscape and irrigation improvements associated with the Addison Circle Phase I Public Infrastructure project. This is contingent upon Gibson & Associates and Palm, Inc. confirming in writing that the trees will be replaced under the project warranty within an agreed upon replacement deadline. As stated in previous correspondence, Gibson & Associates Is responsible for replacement of all dead trees on the project. Please call me at (972)450-2869 if you have any questions. Sincerely, Slade Strickland, Director Parks and 􀁒􀁥􀁣􀁲􀁥􀁡􀁴􀁩􀁯􀁮􀁾􀀮􀀠 Cc: John Baurpgartner, Town of Addison Mike Murphy, Town of Addison Ron Lee, Town of Addison David Meyers, Huitt Zollars Karen Koerth, Huitt Zolla rs __ @_ AD :DisoN PARKS & RECREATION Post Office BoX 144 Addison, Texas 75001 · May 18, 1998 Mr. John Peart P.O. Box 260045 Plano, Texas 75026 RE: Watering of Trees-Addison Circle Streetscape-Phase I Dear John: (972) 450.2851 • FAX (972) 450-2834 16801 Wcstgrove Please be advised that the Town of Addison parks staff randomly sampled 10 trees in the tree wells on the Addison Circle Phase I streetscape project, and they were all very dry. This weekend at the Taste Addison event I observed live oaks that were showing signs of wilting. We are concerned that trees have been lost due to lack of water. Please advise us of your plan to address the problem. We are ready to take over the system once we can confirm everything is watering properly. We will not take over the system under dry conditions. Sincerely, _ ';j{d_b)(/};vvl&JJL Slade Strickland, Director -' Parks and Recreation Cc: Mark Person, Gibson & Associates Mike Robbins, Post Properties Paul Shaw, Huitt Zollars Mike Murphy, Town of Addison PALM, Inc. ____ _ May Zl, 1998 , Slade Strickland Town of Addison Parks and Recreatiot' .Pllmt and Landscape Services Design I Construction I Installation RE: Addison Circle Streetscape -Phase I Irrigation. Dear Slade: Regarding your letter on May 18th: 1) Thesday, May 19th, we reprogrammed the two controllers that control the irrigation on this project. The system is now operating correctly, I have also attached a zone description and existing watering times. We walked through the system to check that each zone operated correctly. Paul Curry and T1.1Il Clark, your irrigators were present. As per your letter could you sign below to signify your acceptance of the system and take over of operation. -:_' CC, Mark Person -Gibson & Assoc. Mike Robbins -Post Properties Paul Shaw -Huitt Zollars P.O.Box 260045 l'lano, Texas 75026 · Pllone (972) 931-1554 Fax (972) 931-7344 ____ _ _ OD __ ()1c.-...-y _Jo+"' _ I9ctJ!dci.51-c---&/1/--rcJ!Ier_s·.,. __ ::J:· !h. l! b.-""/(_ S lo10} pee:/__ by f-/..-e-/l.,. /C. J e:t/1 d .-}-L: y t::-t.g /( e-d h . .-..lr.o((c--rrs-1-􀁾􀀠 !3 y (10-/-+V/'111 /l f 0//---·-/)W-p()t,.d! ... -. 􀁰􀀮􀁺􀀨􀀾􀀮􀁾􀀼􀀭 D>rlt'le<..-/',;5 or 􀁤􀁾􀀭􀁥􀁣􀀾􀀬􀀿􀁬􀁴􀁣􀁩􀀮􀀨􀀮􀀯􀁲􂀢􀁟􀀬􀀬􀀯􀀠 . (' 0 .-'"\ f D/1-i ·-/-/UL-('.eM -JI <1 /I e...-1 ; -/-Lu 1 'I ( 5 J-w ·" J. J-k DJc-.rd Ot_.J t 1 C'a <--s '/lj '·-I-fu /oJ c c.:/I __ 􀀨􀀱􀀯􀁬􀁥􀁟􀀻􀀢􀁾􀁏􀀿􀀠 o{ --/--h.e. Sei ur' 􀁴􀁶􀁾􀂷􀁬􀁁􀀠 //l1?is4r-L/c./veJ (!o..v vru_fu-j I r /<,) 'F'vV-l sl 1-; •""-"--, e>, /1 j dje_s .. _ &c .... 7 _ Vi,dm, ffe.j __ /-[u:> -/v Jo)-u·"-1 o.nd ...Sc.c'd J e d. d--1 ..f K/16<>./'(t.v hc:.J fo S'hD I-􀂷􀁉􀁾􀀠􀁪􀀿􀁏􂀢􀀼􀀯􀁥􀀭􀁾􀀠 _of-/J), --:.J· ' '-(J1.a /.FJl.).-.rv>"'---l>o" ;'J ,-'>• c1/I _ 􀁟􀀨􀀲􀁑􀀮􀀯􀀮􀁴􀀧􀁬􀁟􀁪􀁬􀁬􀀯􀁣􀀬􀁊􀀯􀀭􀁣􀀮􀀮􀁾􀀠 _ 'J ,-,_s/-r o c/' 􀁾􀁮􀀠.... 􀁾􀁯􀀺􀀠 .; V FUGRo-McCLELLAND (SOUTHWEST), INC. 2180 Virgo Lane: Dallu. ,...75221 PI!_ {214) '!M-11301: Fax {2'4) ac.,_ FLEXURAL STRENGTH OF CONCRETE REPORT · CLIENT: Town of Addlsot'l, C/O Huitt·Zbllars Inc. PROJECT: Addison Circle • Public Works, Addison, Texas Report Date: September 24, 1888 Project No.: 0781·2012 SAMPLE DATE: August231 1S96 CONTRACTOR: Gibson 6. Assoc:llltBS TICKET NO.: 852324 CONCRETE SUPPUER: TXI AMBIENT TEMP. ("F): 14 PLANT/TRUCK: 401377 CONCRITI TEMP. (•F): TIME lATCHED: TIM& SAMPLED: WEATHER CONDITION; LOCATION OF PLACEMENT: 14 MIX ID NUMBER: 8274 10:17am AIR ("4) IAITMC.UI) S.O 12:10 pm WATER ADDED: 10 Partly Cloudy SLUMP (Inches) IAITM C.l43): 3 314 Paving at Cirda Drlva, notlh side, Silmpled &Illation 12+10 RI.QUIRED CORRECTED BEAM AOI! DATE D!PTK WIDTH SPAN APPUI!Il MODUI,USOF MOPULU80F NUMBI!R {d•JIIl TI!ITEP (ln.) (ln.) (ln.) LOAD RUPTURE RUPTURI IDIIfiliVII 85 7 08/30188 8.10 8.0 11 550 528 850128 88 28 0 8.10 8.0 18 720 8111 97 28 0112011111 8.10 8.0 18 740 710 ga Hold REMARKS: Jose Rivera TechniCian FUGRO·McCL&LLAND (SOUTHWEST), INC. Checked By::,S(:;di::;="=----... SMHinn Distribution: Town of Addison ·John Baumgartner Hultt-Zolllnl Inc. • David 􀁍􀁹􀁥􀁾􀀠 GillSon & Alsoeiatl&, lno. • Mark 􀁐􀁥􀁲􀁡􀁯􀁾􀀠 ColumbUs Realty • Bryant Nail Construction Manag1ment a. Consulting • Jerry Morgan SENT BY:xerox Telecopier 7021 : 5-13-96 : 7:13AM : Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637:# 5 .:> . . u..,.,... 􀀧􀁴􀁨􀀮􀀮􀀮􀀮􀀻􀁾􀀠 . ,\,; 􀁾􀀠 ...,. 􀁎􀁜􀁾􀀠... \C.. FuGRO-McCLELLAND (SOUTHWEST), INC. . FLEXURAL STRENGTH OF CONCRETE REPORT CUENT: Town of Addlaan, C/0 Huitt-Zollall Inc. PROJECT: Addison Cln:le-Public Works, Addison, Texu Report Date: S.ptember 24, 1881 Project No.: 0781·2012 COI'ITRACTOR: TICKET NO.: AMBIENT TEMP. (•F): CONCRETE TEMP.(•F): . TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: SAMPLEDAlE: August23, 1996 Glblon & AIIIIICiates .,_ .. --·-.. ·. ,:_ 152231 CONCRETE 8UPPUER: TXI 10 PLANT/TRUCK: 40/570 12 MIX ID NUMBER: 1274 9:12am AIR(%) (AITM CoAti 2.5 10:10 am WATER ADDED: 10 Cloudy SLUMP (lnc:llel) (AITM IM43j: 4 PaVing It Cln:le Drive, east skle, sampled 11 atlliOn 3+00 ·. I COIUU!CTEO REQUIRED 8!AM AGE DAR DePTH WIDTH 8PAN APPUID MODULUIOI' NUMBER (lfiYII TUTID (ln.) (ln.) (ln.) LOAD MODIJLU.OF RUPTURE RUPTURE 11 7 08130198 1.10 1.0 11 610 557 150121 J2 21 0112011111 1.05 5.85 11 eta 113 13 21 CIVI20I8I 8.0 5.95 18 7DO V4 Hold REMARKS: Jose FIIVII'B Technician FUORCJ.McCLELLAND (SOUTHWEST), INC. . . ... . .... .• ' ... ;;y Checkecl ay:_:C!:::=f!===4 =:....---SMH/nn Distribution: Town of Addison • Jolin Baumgannar Hu11t.Zolla11 Inc. -David Mye11 Gibson & Assadlles. lno. -Mlllt PetsOnColumbus Really • Bryant Nail ccmatruelion Manlgiii!Mint & Consulllng -Jill)' MOIQin 􀁦􀁴􀁩􀁬􀁬􀁬􀁬􀁬􀁦􀁾􀀧􀁲􀁦􀀱􀀱􀀱􀁾􀀱􀀱􀀱􀀱􀀱􀀱􀀱􀁾􀁾􀁾􀀬􀁾 􀁾􀁲􀁬􀁾􀂷􀀭􀀭􀀬􀂷􀀢􀀧􀀢􀀧􀁜􀁲􂀢􀀺􀀭􀀧􀀺􀀮􀀧􀁮􀀭􀁦􀀧􀁾􀀻􀀻􀁾􀀺􀀭􀀺􀀭􀀻􀀺􀁟􀁬􀁬􀁲􀀮􀁾􀁾􀀬􀀮􀀭.. -, ..,..,·:-:,• -1:·: ---. --·,-. · i ,.· SENT sy:xerox Telecopier 7021 ; 5-13-98 ; 7:12AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2837:# 4 .-· FUGRO-McCLELLAND (SOUTHWEST), INC. 2880 Vlrgg u..: Dllllt ...... 15Zii ""(2'14)48+8301; Fu (214) 820-7328 FIELD DENSITY REPORT CUENT: TCIWII of Alldllon, CIO 􀁾􀁉􀁮􀁡􀀮􀀮􀀠 PROJECT: Adcllaan Circle-Publto Wortll, Addllon, Te1181 REPORT DATE: May 1,11118 PROJECT NO: 0711-:2012 . . P10a1 MOISTUREJDENSI'TY RELA110NS Material Pntctor RUun. Number l*alptlon Malmum Drr DeneJty (pofl Optimum Moi8NN l%1 f Tan clay with tan WHIIulred lmutDI18 and 105.2 18.3 calcamous nodules TEST RESULTS 11!1T fiiQCTOR LGCA'I'ION UIUIIO' MOIITIIIIE I'EIIC!HT OP NO. NO. WIIOHT CONTENT PIRCI!HI' lWIMUir!IIENIITT 11 1 Una A. lllolnc:ll RCP bacldiD,IIIIIon 102.5 11.0 IU M11,11lDft 20 1 Una A. ae.1ne11 RCP IIICICIIH, ltltlon 104.0 11.0 H. I 3+30, 2nd Uft 21 1 una A. 11-!nGh RCP blcldiD,IIatlon 103.0 18.5 87.8 '""' 3nl Oft 22 1 Une A. llolnch RCP blcldiD, ltltlon 103.0 18.8 17.8 S+35. 4th 11ft 23 1 Lint A, M-lnCII RCP badlllll.llatlan 103.5 1U IU 3+35, 5th 1111 􀁾􀀮􀀠 1 una A, et-lndl 􀁾􀀠blcldlll, llalkln 103.11 18.2 H.ll S+a5,11nal 25 1 Une 8, lllx l-Inch PVC lllektlll,lldon 1112.1 20.0 87.1 1+00, 3"" bllow Qllllle 28 1 una a, 111x l-Inch PVC llllllldlll, llallon 101.1 18.1 H.7 1+05, 1.5"" below Ql'ldl 2'1 1 Lilli a.• a.1ne11 PVC bleldlll, sta11o11 102.8 1U 17.1 1+00, 111111 21 1 Una C, llx l-Inch PVC llacldlll, llldlon 103.0 111.11 17.11 0+10, 3 fHI below grille 21 1 una C, llx l-Inch PVC bacldlll, Illation 100.1 20.11 85.8 0+1&. 2 feet DaiGW gracll 30 1 Una C, llx M1CII PVC IIKkllll, lllliOn 103.0 211.2 87.1 0+20, 111111 31 1 Una Z.ltolnell water end Una D, 8-lncll 103.7 1U ••• llVC UIIIIIUIIRII, IIIVIftD llltlell '4*'111, 4 rnt llalow grade .. SENT ev:xerox Telecopier 7021 ; 5-13-96 ; 7!12AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637:# 3 21110VIrga Llnl; Dlilll. 'IIIIa,.. I'll (214)41W301; Fu (214)8211o7321 GENERAL REPORT CUENT: TCIWII of Acldllon, CIO 􀁈􀁵􀁊􀁾􀁴􀀮􀁚􀁯􀁾􀁾􀁡􀁧􀀠Inc. PROJECT: Acldllon Clnlle ·Public WrHt11. AdiiRI, TREPORT DATE: Mayl,1116 PROJECT NO: 11781-21112 Servlcea Perfonned: VlluiiiiiiPICIIOR Weather Conditione: CIOudlf,IIIQII win4l Contracto,. on Site: Uano COIIIIrucllon Remarka: ln-pla1111 dllllity ttiN WIN perfonnlld on vutaualln• and stat10111. All teats melt 􀁰􀁮􀁾􀀬􀁬􀁥􀁥􀁴􀀠plans and eplclficatl-. 8eelllaclled denlfty niPOit. Equipment on Site: 2 Lolder Pit Nichols ,ugro-Mcctelllnd Telmlclln 2 Rolllr 1 WltlrTNck 2 Bac:khoa FUGRO-McCLEllAND (SOuntWEST), INC. 􀀽􀀽􀁾􀁈􀁬􀁮􀀮􀀻􀁐 􀀮􀁅􀀮􀀬􀀠MIMII•r Geotlcllnlalllnglnltllng and Matlrflll Tilling 8eMael 8MHibr Dlstrillllllon; Town Df AlkiiiGn • .John 111111111111nor Hullt-ZIIIIIIS Inc. • Dlvld MyM Qlblon •.aaodltN,Ina.. Mal1tPeiSOII COiumlllm Realty ·lliylllt Nail BulkllnQ BCienoa • Jetry MalVIn ---.. ·--· -----···· SENT BY!Xerox Telecopier 7021 5-13-86 7!11AM Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 872 450 2637:# 2 GIBSON Be ASSOCIATES, INC .. 11210 RyiOorut P.O. Box to0571 Blleh BPrlntl, T0111 7S1-7e 1721557·111111 FAX 17'21557-1552 May 1 1, 1998 Mr. Michael F. Robbins Post Properties, Inc, · 15720 Quorum Drive Addison, Texas 75248 RE: Addison Circle Public 􀁉􀁮􀁦􀁾􀁡􀁳􀁴􀁲􀁵􀁣􀁴􀁵􀁲􀁥􀀠 Phase I Dear Mike: ,;.,., •.... ,, 􀁐􀁥􀁾􀀠your letter dated May 5, 1998, referencing a 􀁬􀁥􀁴􀁴􀁥􀁾􀀠 you 􀁾􀁥􀁣􀁥􀁩􀁶􀁥􀁤􀀠 from the city on the aame day regardin9 ramoval and 􀁲􀁥􀁰􀁬􀁾􀁥􀁥􀁭􀁥􀁮� �􀀠 of a section of the traffic circle, we have the following response. Enclosed are copies of the test reports for densities on the storm sewer pipe in the above mentioned area plus the concrete test reports for the same. The failure in the area seem1 to be due to sub-gTade failure. Since we were not responsible for sub-grade work due to Change Order 11, we do not feel we.hsve any responsibility in this matter. My personal opinion is that the Southwestern Bell duct line which ran through thB circlB in this area, which also settled approximately 2 feet after Columbus/Post had the area limed, is the reason for this settlement which has occurred. Again, Southwestern Bell was not under our supervision, so the blame must fall elsewhere. We should be ready for final inspection later this week, and I will call when ready. If you haVI! any questions, please call. me. very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁲􀀡􀀭􀀭􀀭􀂷􀀠Project Manager MP/sc encl. cc: Mike Murphy 1 P1 E1 John Baumgartner, P.E. David Meyers, P.E. 􀁾􀀹􀀹􀁩􀂧􀀹􀁐􀀠 􀁲􀁙􀀹􀁾􀁾􀀹􀀠􀁗􀀲􀁯􀁾􀂧􀀠 Addison Public Works 􀁍􀁵􀁩􀁴􀁴􀀭􀁾􀁯􀁬􀁬􀁡􀁲􀁳􀀬􀀠 Inc. ll'nhllll,;,. ___ 􀁾􀀮􀀠, ___ 1111"01.._.._.,...,,,,,,,,....,....__....,,.,.,_, 􀀭􀀭􀀭􀀽􀀢􀀢􀀧􀀽􀂷􀂷􀂷􀀭􀂷􀀢􀂷􀁾􀀭􀀭􀀻􀀭 --.---·· SENT av:xerox Telecopier 7021 5-13-96 ; 7!11AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637:# 1 GIBSON 8: ASSOCIATES, INC. 􀀱􀀱􀀲􀀱􀀰􀁾􀀱􀀠P.O. lol 1011571 llloll..,.o,To•n 1111-IDIU7·1f· I'AX 1721!117-18153 •• tlii!l 􀁾􀀮􀀬􀀠... "" ......,. TELEF AX COVER SHEET DATE: A., n 1ft' , FAX NUMBER: _________ _ DELIVER TO: _;0:z:·:.:•:11.1:..· 􀀭􀁾􀁟􀁒􀀮􀁾􂀢􀀺􀀮􀀺􀀺􀀠.. 􀀺􀀮􀀡􀁲􀀮􀀺􀀡􀀺􀁾􀀱� �􀀺􀀮􀁩􀁬􀀺􀀺􀀬􀀮􀁲􀁊􀁾􀁦􀁬􀀮􀀺􀀺􀀮􀀠􀁾􀀮􀁦􀀮􀀢􀀭􀀧􀀠. .=.f.:...• -----------FROM: 􀁤􀁾􀁦􀀮􀀠 1 􀁦􀁬􀀭􀀭􀁾􀂷􀀮􀁊􀀠 NUMBER OF PAGES : __ ....!7 ___ _ (includes this page) 􀁒􀁅􀁍􀁁􀁒􀁋􀁓􀀺􀀭􀀭􀀭􀀭􀀭􀀭� �􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭IF THERE ARE ANY PROBLEMS WITH THIS TRANSMITTAL, PLEASE CONTACT THE SENDER AT: 972/557-1199 G & A 􀁾􀁅􀁌􀁅􀁆􀁁􀁘􀀠I: 972/557-1552 [ ] REPLY REQUESTED [ ] NO REPLY REQUESTED [ l ORIGINAL IN MAIL ' ' . SENT av:xerox Telecopier 7021 5-1o-98 7!09AM : Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 28o7:# 1 􀁆􀁕􀁇􀁒􀁏􀁾􀁣􀁃􀁌􀁅􀁌􀁌􀁁􀁎􀁄􀀠 2110 VIrga Lane; Otlla. T-73221 􀁾􀀨􀁾􀀱􀀴􀀩􀁾􀀸􀀳􀀰􀀱􀀻􀁆􀁥􀁸 􀀨􀁚􀀱􀀴􀀩􀀱􀀲􀁃􀀭􀀷􀀳􀀲􀀸􀀠 FLEXURAL STRENGTH OF CONCRETE REPORT CLIENT: Town of Adelllon, CfO Huitt-Zollars Inc. PROJECT: Addison Circle· Public Works. Addison, TReport Date: Saptamber 24, 18M Project No.: 0781·2012 SAMPLE DATE: Auguat 23, 1996 CONTRACTOR: Gibson & AlloGiates TICKET NO.: 852085 CONCRETE IIUPPUER: TXI AMBIENT TEMP. (•F): 74 PLANTfTRUCK: 40/570 CONCRETE TEMP. ("F): 8D MIX ID NUMBER: 8274 TIME lATCHED: 7:38 am AIR 1"'1 CAITM c-=11 1.5 TIME SAMPLED: 8:40 am WATER ADDED: 0 WEATHER CONDITION: Cloudy SLUMP (lnchea) (AITM C-142): 5 1/4 LOCATION OF PLACEMENT: Paving at Circle Drive, eut side. sampled at station 1+35 UQUIRED CORR!CT£0 I !AM AO! DATE D!PTH WIDTH IPAN APPUI!!D MODULUS OF MODULU.OF NUMBER (dap) T!ST!D (ln.) (ln.) (ln.) LOAD RUPTURE RUPTUil! 87 7 08/30198 8.0 8.0 18 500 500 &50128 􀁡􀁡􀁾􀀠 28 Q9gQiil 8.0 8.0 18 875 875 88 2S.. 8.10 5115 18 885 1184 eo Hold REMARKS: Jose Rivera Tecllnlclan FUGRO-McCLELL AI\IO (SOUTHWEST), INC. SMH/rm Distribution: Town of ACidi511n • John Baumgartner HUIII·ZOIIIIS Inc. -David Myers Gibson & Associates, Inc. • 􀁍􀁡􀁾􀀠Person Columbus Really • Bry1nt Nail Construction Management & Con•ultlng • Jerry Margan SENT BY:xerox Telecopier 7021 5-13-96 7:09AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637 :# 6 ll., !J•v 􀀧􀁾􀀠 '· . ..:;:, 1'\:,.A ..1 . FUGRo-McCLELLAND (SOUTHWEST}, INC. 2180 Virgo Lllle: o.uu. ,._ 71229 Pit 􀁾􀀱􀀴􀀩􀀠Q4-1301: Fa (214) IICH328 FLEXURAL STRENGTH OF CONCRETE REPORT · CUENT: Town of AddiSon. C/0 Hum-Zollars Inc. PROJECT: Addison Circle· Public Works, Addison, Tuaa Report Date: september 24, 1886 Project No.: 0781-2012 SAMPLE DATE: ·August 23, 1996 CONTRACTOR: Glblon & Associates TICKET NO.: 852324 CONCRETE SUPPUER: TXI AMBIENT TEMP. (•F): 84 PLANT/TRUCK: <101377 CONCRETE TEMP. I"Fl: nME HATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: 14 MIX ID NUMBER: 8274 10:17 am AIR ('llo)(AITM c.a11 3.0 12:10 pm WATER ADDED: 10 Partly Cloudy SLUMP (lnChll) (AITM c.mJ: 3 3/4 Paving at Circle Crlva, north side, sampled at atauon 12+10 CORRECTED REQUIR!D SIAM AOI: DATI D!PTH WIDTH SPAN APPLIED MODULUS OF MODULUS OF NUMBER (dayl) T!ITED (ln.) (ln.) (ln.) LOAD RUPTURE 􀁾􀁾􀁆􀁁􀀡􀀠 1/dl¥81 15 7 081301811 8.10 e. a 18 550 528 850128 86 28 011120186 8.10 8.0 18 720 881 117 28 08/20/116 8.10 8.0 18 740 710 88 Hold REMARKS: JOel Rivera Technician FUGRO·McCU:LLAND (SOUTHWEST), INC, Checked 􀁂􀁹􀀺􂀢􀁾􀁃􀀽􀀺􀁊􀀺􀀧􀀠::::::=::'=-----SMHirm DiStribution: Town Of Addison -John Blumgartnar Huitt-Zollars Inc. • David Myers Gibson & AasciCtataa, Inc. -Mark 􀁐􀁡􀁩􀀡􀁃􀁾􀀠 Columbus Realty • Bryant Nail Construction Manag•ment & ConsuiUne • Jerry Morgan SENT BY:Xerox Telecopier 7021 : 5-13-96 : 7:o6AM : Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637:# 5 '),. , o U....,.... 􀁩􀀩􀀬􀁷􀀮􀀮􀀬􀁾􀀠 􀀬􀀱􀀮􀀮􀀭􀁜􀁇􀁒􀁑􀀮􀁍􀁾􀁌􀁅􀀺􀁾􀀺􀀠(SOUTHWEST), INC. . 21180 VIrgo LMI: Ollila. ,._ 7Aa Ph (ifol) 48W301: ..... (214) .,..,.. FLEXURAL STRENGTH OF CONCRETE REPORT CLIENT: Town or Addlaon, CIO Hultt-l11111rs Inc. PROJECT: Addison Circle -Public Workl, Addllon, Taxas Report Date: September 24, 1898 Project No.: 0781-2012 SAMPLEDATE: August23, 1996 COI\ITRACTOR: Gibson & Aaoclltes TICKET NO.: 152231 CONCRETE SUPPURR: TXI AMBIENT TiMP, ("F); CONCRiiTii TEMP. (•F): 10 PLANT/TRUCK: 401570 112 MIX ID NUMBER: 8274 TIME BATCHED: TIME SAMPLED: weATHER CONDITION: LOCATION OF PLACEMENT: B!AM AGE DATE NUM81!R (d.,.) TI!8TED 111 7 081301118 82 28 011120181 83 28 0111201118 84 Hold REMARKS: 8:12 am AIR (%) CAnM c.n11 2.5 10:10 am WATER ADDED: 10 Cloudy SLUMP (lnchaa) !At™ c-wa): 4 Paving at Circle Drive, ellS! slcla, sampled at station 3+00 CORRICTI!D REQUIReD DEPTH WIDTH I PAN APPUED MODULUS Of MODULUIOF (ln.) (ln.) (ln.) LOAD RUPTURe RUPTURE IDSUdiVII 1.10 a.o 11 sao 567 150121 1.05 5.115 11 1110 113 8.0 5.115 18 700 700 Jose Rivera Technician FUGRO-McCLELLAND (SOUTHWEST), INC. Checked 􀁂􀁹􀀺􀁟􀀺􀁃􀁾􀀽􀁴􀀧􀀽􀀽􀀧􀀽􀁾􀀭􀀭􀀭 SMH!rm Distribution: Town of AddiSon -John B•um;artner Hullt-Zollll'l Inc. -David Myers Gibson & AssoCiates. Inc. -Mark Pal'lllln -Columbus AMity • Bryant Nlil Conatruclfon Management & consulting -Jerry Morvan I .. · SENT BY:xerox Telecopier 7021 : 5-13-98 : 7:08AM : Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2837:# 4 211110 Virgo Lint; o.lu.,....,... Pll (2f4) 414o830!; Fa (214) 1120-731!8 FIELD DENSITY REPORT CUENT: T-of Addlsan, CIO Hulll-ZaiiJis Inc. REPORT DATE: May 1, 111111 PROJECT NO: 0781·2012 􀁐􀁾􀁧􀁡􀀱􀀠 PROJECT: Addllon Clrae • Pllllllo WorM. Addllon, TIDIU MOISTUREIDENSITY RELATIONS Matwfll Peol:tvrRRulta Numlllr DMariPIIOII Mulmum DiJ DlniKY (pGt) Qpllmum Mclllluil('i) 1 Tan clay with tan weatheNd llmutDI!tland 105.2 18.3 calcan10us nodules TEST RESULTS 1EIT I'IIIICnll LOCATION IIIII' liR'I MOI81URI! PDQI!IITOI NO. NO. WIIIIIIT CION1'ENT PIRCINT IUIQMUM IIINIIfY 11 1 une 􀁁􀀮􀁾􀀠RCP baddlll. 11111on 102.5 18.0 17.4 3+35,1.Uil 20 1 Unt A. 8l-lnclt RCP blcldlll, tiiiiOn 1114.0 11.0 ••• S+30. 2nd 11ft 21 1 Unt A, llolncll RCP blcldiD, 1111!111111 103.0 11.5 17.1 3+411, 3ld 11ft 22 1 LJn1 A, 􀁾􀀠RCP baaldlll,llalian 103.0 18.11 17.1 3+31, 4111 Hit 23 1 1J111 A. M-lncli RCP DeOIIilll, statJOn 103.5 18.1 18.4 3+35, 5th 11ft 24. 1 Una A. 􀁾􀀠RCP lllcldll1, lllllon 103.1 11.2 11.1 . 3+35, final zs 1 unea. * 􀁾􀁗􀁮􀁣􀁴􀁾􀀠PVC lllddlll,11811on 102.1 zo.o 11.1 1+00, :S fill bllaw gra II 1 Une B. 1111 e.lnoll FIVe llleldlll, llltlon 1113.1 11.1 W.7 1.ae. 1.1 fei&IIIICIW PI 27 1 Unt 8, 1111 MICII PVC llleldlll, lllllon 102.1 11.4 17.1 1+00, iinli 21 1 LIM C. llx e.lncll PVC backllll, 11at10n 103.0 18.1!1 11.8 􀁾􀀱􀀰􀀮􀀠3 fllllliiGw glide 21 1 Lint C, IIX l!lolnctl PVC lllcldll1, .titian 1DO.I!I 20.1 111.1 0+15, z feet below a-1• 311 1 1Jnt C, IIX NICII PVC blcldlll.lllllon 1113.0 zo.z 17.1!1 0+20,ftnal 31 1 Line Z. l-Inch Willi' lncl Une D, f.inah 1113.7 18.1!1 811.1!1 PVC llnlllleldlll. pntng 111a1Jon 14+011, 4 fllllllklw .... 􀁾􀀠... , .... , ....... -............ ------... , ·-·. SENT BY:Xerox Telecopier 7021 : 5-13-98 ; 7:07AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2837:# 3 . /./FUGRO·McCLELLAND (SOUTHWEST), INC. GENERAL REPORT :18110 Vlfllll Lint; 01111.,.. '181111 . Ph(ll14)......aG1;1'a(Z14)112D-73211 CLI!NT: Town of Adclllon, CIO Hulll-Zallllllnc. REPORT DATE: May 8, 1888 PROJECT: Addllon Clrdl· Pullllo Worlll. Acldllon, Tt1C81 PROJECT NO: 0781-2012 Iii· 􀀺􀁾􀂷􀂣􀁜􀁨􀁷􀀼􀁩􀁦􀁩􀀰􀁯􀂣􀁜􀁩􀁬􀁩􀂣􀁨􀀼􀀧􀁩􀀧􀁬􀀥􀁍􀁍􀀣􀁁􀁉􀁀􀀣􀁬􀀢􀀻􀀻􀀺􀀻􀀺􀀻􀁮􀀻􀀻􀀻􀀻􀁡􀀻􀁒􀁅􀁊􀀺􀀡􀀢􀀢􀁾􀂷􀁍􀁭􀂷􀂷􀂷􀂷􀁾􀀠􀁵􀁾􀁾􀁾􀀺􀁩􀁾􀁜􀂥􀀮􀁩􀀴􀁾􀁾􀁾􀀭􀀮􀀠􀁾􀁾􀀠... 􀀧􀁣􀂥􀁾􀀱􀁩􀁂􀀧􀁦􀁦􀁗􀀡􀂷􀁾􀀠 &ervlcn Performed: ""-' ln8piCIJOn Weather 􀁾􀁮􀁣􀁩􀁩􀁕􀁯􀁮􀁡􀀻􀀠 Clalldy, hl;h wiMI Contractors on Site: Llano ConiiM:IIon Remarks: In-place 􀀮􀁳􀀭􀁾􀁴􀁹􀀠liltS ware Pllfqnnllll on Vltious Rn•IIKIIIldlaRI. All tnta 11111l project plans and specillcaiiDRI. ... lllllclltcl denlily !lpOit. Equipment on Site: z Loader Pat Nk:IIOII Fugra.McCIIRIIKI Tec:hnlelln 2 Roller 1 Wiler TIIIGk Z Blaklloe FUORD-McCLELLAND (SOUTHWEST), SOUTHWEST), INC. 8MH/br Dlstrlbuflon: 􀀻􀀺􀁽􀁾􀁾􀀺􀁐􀀮􀁅􀀮􀀮􀀠Manager GtoltdmiOII Englntllfng and Matllflll TlltlnO 8eMctl Town of Acldllon • Jalln Baumglltner HUIIt-ZciiiR Inc. • David My111 Olblon & Allac:llta, Inc. • Mark PIIICIII COiumbUI RllltJ • IIJMl Nlll Building Bcltnca • Jmy Morgan • -_l . ' SENT BY:xerox Telecopier 7021 5-13-96 7:07AM Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 GIBSON & ASSOCIATES, INC. 11210 Ryliecrtll P.0 ...... 10057i 􀁂􀁩􀁬􀁥􀁾􀀠Sprtngo, Touo 75180-C!571 lrv,;& 1-1188 FAX 8nl!i!l7·1552 May 11, 1998 Mr. Michael F. Robbins Post Properties, Inc. 15720 Quorum Drive Addison, Texas 75248 1n11nnrt ucl C1111no1ora RE: Addison Circle PUblic Infrastructure Phase I Dear Mike: 972 450 2637:# 2 Per your letter dated May 5, 19.98, referencing a letter you received from the city on the same day regarding removal end replacement of e section of tne traffic circle, we have tne following response. Enclosed are copies of the test reports for densities on the storm sewer pipe in the above mentioned area plus the concrete test reports for the 􀁳􀁾􀁥􀀮􀀠 The failure in the area seems to be due to sub-grade failure. Since we were not responsible for sub-grade work due to Change Order f1, we dO not feel we have any responsibility in this matter. My personal opinion is that the Southwestern Bell duct line which ran through the circle in this area, which also settled approximately 2 feet after Columbus/Poet had the area limed, is the reason for this settlement which has occurred. Again, southwestern Sell was not under our supervision, so the blame must fall elsewhere. we should be ready for final inspection later this week, and l will call whlilll t"eady. If you have i'OY questions, please call me. very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁲􀀡􀀭􀀭􀀭Project Manager MP/sc encl. cc: Mike Murphy, P.E. John Baumgartner, P.E. David Meyers, P.E • Addison Public works Addison Public Works Huitt-Zollars, 􀁉􀁮􀁣􀁾􀀠 PUBLIC WORKS DEPARTMENT Pest Office Box 9010 Addison, 􀁔􀁥􀁸􀁾􀀠75001-9010 August 10, 1999 Mr. A.J. Johnston Executive Vice President Gibson and Associates, Inc. P.O. Box 800579 Balch Springs, TX 75180-0579 (972) 450-2871 16801 Westgrove NOTICE TO PROCEED: Addison Circle Phase 11-B Public Infrastructure Paving Addison Circle Phase 11-B Public Infrastructure Streetscape Dear Mr. Johnston: Please accept this letter for "Notice to Proceed" as the formal date for work to begin on the referenced project. The begin date is established as August 2, 1999, and shall follow accordingly with the schedules in the bid docwnents. Please call me at 972/450-2878 if you have any questions or need additional information. Sincerely, Michael E. Murphy, P.E. Assistant Director of Public Works cc: John Baumgartner, Director of Public Works Clyde Johnson, Purchasing Manager Mike Robbins, Post Properties GIBSON & ASSOCIATES, INC. 11210 Ryliecreet P.O. Box 800579 Balch Springs, Texas 75180-0579 972/557-1199 FAX 972/557-1552 January 11, 2000 Engineers and Contractors Mr. Michael E. Murphy, P.E. Assistant Director of Public Works Town of Addison P.O. Box 9010 Addison, Texas 75001-9010 RE: Addison Circle Phase I-Warranty Dear Sir: i K 1L L Per your request, we have the following responses to the items on the eleven-month walk through for the above referenced project: 1. Cracked curb -Southwest corner of Addison and Witt. We will repair this in conjunction with Phase II-B work. 2. Water meter box -South end of Quorum. There were no water meter boxes in our contract in this area. 3. Cracked curb -Median North bound Quorum south side of Circle. We will repair this in conjunction with Phase II-B work. 4. Low spot in brick pavers at intersection of Witt and Addison This appears to be a problem with insufficient drainage at this point. The lack of adequate drainage may have caused the paver setting bed to be washed out over time. The pavers and paver base was installed per plans and therefore any problems with the drainage would be addressed by others. 5. Cracked curb-In front of Police Station (4943 Addison Circle), repair is failing. This curb construction was not in our contract. 6. Cracked curb-Replace curb near fire hydrant at southeast corner of Witt and Morris. This damage has been caused by large trucks running over the curb at this radius as evidenced by the tire marks left on the curb. 7. Stop bar at Witt and Morris. We will address this issue with the striping subcontractor. 8. Curb repair 4900 Morris Ave. near west side of concrete ramp. We will repair this in conjunction with Phase II-B work. 9. Paver failure near tree well on northwest corner of Goodman and Quorum. We will address this issue with the paver subcontractor. INTIOaltT 10. Cracked curb-Southwest comer of Quorwn and Morris. This is also damaged caused by trucks running over the curb. 11. Raise brick on east side of driveway across from south side of Addison Circle across from Police Station. We will address this issue with the paver subcontractor. I am ofthe understanding that the two parks items on the list were taken care of last year. If there are any questions regarding this matter, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. Jeff Gibson Project Engineer SENT BY=Xerox Telecopier 7021 ; 6-19-96 ; 9:41AM ; Gibson & Associates• 112111 AytiMNtt P.O. lol ICIQII71 .. 1011 81111'11•· Tnaa 781-71 1'1'2JS57., .. FAX 􀀱􀁾􀀷􀀭􀀱􀀵􀀵􀀲􀀠 GIBSON & ASSOCIATES, INC. EnvlnHra nd Cantruton TELEFAX COV!:it SHEET DATE: __ (o..;:.......:::.·le?t....:.·_9.&..lift.972 450 2637; # 1 DELIVER 􀁔􀁏􀀺􀁟􀁾􀀨􀁙􀁻􀁊􀀮􀁟􀁟􀁟􀀻􀀻􀀻􀀮􀀮􀀮􀀮􀀺􀀮􀀠􀁾􀀭􀀽􀀮􀁟􀁟􀁟� �􀁟􀁍􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀡􀀮􀀬􀀻􀁵􀁮􀁾􀁰􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 FROM:_-"M-· ......;.&.:J@cl,..,;{c_· 􀀺􀀮􀀭􀁰􀁾􀀡􀁊􀁇􀁓􀀺􀀮􀀺􀁡􀀮􀀬􀀻􀁐􀁏􀀭􀀮􀀬􀀠______ _ NUM!ER OF PAGES: __ __;3=:...---(includes this paqe) 􀁾􀁒􀁋􀁓􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭IF THERE ARE ANY l'ROI!!LEMS WITH THIS TRANSMIT'1'1-L, PLEASE CONTACT THE SENDER AT: 􀀹􀀷􀁾􀀯􀁓􀁓􀀷􀀭􀀱􀁩􀀹􀀹􀀠 G i A 􀁔􀁅􀁌􀁾􀁁􀁘􀀠N: 972/SSi-1552 [ 1 REPLY REQUEST!:O [ ] NO REPLY REQUESTED [ ] ORIGINAL IN MAIL 􀂷􀂷􀂷􀂷􀂷􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 .. ·---------. ---------.... -·-·· SENT BY:Xerox Telecopier 7021 ; 6-19-96 : 9:41AM ; Gibson & 􀁁􀁳􀁳􀁯􀁣􀁩􀁡􀁴􀁥􀁳􀁾􀀠 972 450 2637:# 2 . .-.-·· •• ,... . 91':il 931 7844 P.e2 .. (\Pi j &t PALM, Inc. ___ _ 11Ule 16, 1998 Gibson & Associatea, Inc. llZlO Ryclicacat 􀁐􀀮􀁏􀀮􀁂􀁯􀁸􀁾􀀷􀀹􀀠Balch Spriup, TX 􀀷􀀵􀀱􀁾􀀷􀀹􀀠 Dear Sirs, I'IIDt ud Laadnpe Senba "'ssp I CDIIItradloa/flllt.UatioD pe[, Afldi'OP Circle • Pia• I .I refer to the subject contract and our m.eetiq of Friday J'UDC S, 1998 com:emiDg the 8 IJees wbidl were affected by a non oporatln& section of lhB irrigation syatemiiO!II the north 11de of 􀁂􀁯􀁩􀁾􀁾􀁾􀁋􀀠Park. AI !bough on paper PALM Inc. may bavc a contractualrespoaslbUity for the loss of these trees, I feel that the facts CODtributfDa to the mimJidentaDIIiJ wbicb 􀁾􀁉􀁉􀁉􀁃􀁤􀀠the water to ranaln off Wl:re not glveA fair IIIII due coiiSklctation at the meetlq IIIII the burden of respomlbility for the problem is being lllllU80Dibly placed in fUll on PALM Inc. The following are some of the cill:umstanc:ea that conulbuted to the delay ill detecdDa the Wiler 􀁰􀁲􀁯􀁢􀁬􀁾􀀺􀀠 •> The aood or oporatlns tmDiDa1s or the CODJrVller at Boaque Park were used by ll!.other I awlacape COmpall)' to 111pply qation to tbo Bolque Park project without dm pmniNlon of PALM Inc. 11111 die DOD operatins tcrmiDals were conDeCted to lhe problem area. b) A shut out code wu Installed in die computer by die Town or Addison to deny &ecell to the comroner opcratiom to Ill including PALM Inc:. employees. c) The controller screen l:eldout illfOIIDitlon was c;hanpd to Spanish by pmons other than PALM Inc. employees. d) ' Verbal acccptaDce of the ayatcm was pven b)' 0110 of thc Town of Alkll.ton Irrigators after one of Ule IDIIl)' wallt-tluu'a Ulldertakcn in c:ba:ldng that !be system was t\illy operatiOIIII. e) No adequate explanation was provided for lhe iDGtion taken u a mault of timely information given to the Town of Addilon ll!Cluirlna 􀁲􀁱􀁾􀁲􀁯􀁰􀁭􀁭􀁩􀁮􀁡􀀠or the comroller wblch was only capable of bolq prosriiiiiiiCII directly from tbe iabcnuc computer. Reprogrammi1l& waa neceuary u !be program wu 􀁾􀁲􀁡􀁭􀁢􀁬􀁥􀁤􀀠during ioltlllation of rain ICIIJOrs. f) Delay In talcini over r:esponsibUity of tbllsyatem wben Ill work wu completed some 􀁾􀁬􀁤􀁣􀁲􀁡􀁢􀁬􀁥􀀠time ago. g) There bas been 􀁣􀁯􀁮􀁾􀁩􀁤􀁥􀁲􀁡􀁢􀁬􀁣􀀠work undonaken ill ewe wells by oUler contraclors lolljl after we had completed our wort afreclini bulbs, sbnlba and tree balls. P.O. Box 260045 P111110, Texu 75026 Phone !97?.\ 931-194 Fax (972) 931·7344 􀁊􀁉􀁊􀀡􀀡􀁊􀀺􀁬􀁴􀀮􀁉􀁊􀀺􀀺􀀮􀁩􀀮􀀮􀁾􀀧􀀺􀁲􀀺􀁩􀁬􀁬􀀮􀀺􀀮􀀮􀀮􀀺􀁩􀀺􀀮􀀺􀀮􀀺􀀮􀀭􀀭􀀭􀁃􀀬􀁉􀁉􀀮􀀮􀀮􀀭􀀭􀀭􀀭􀀭􀂷􀀧􀀭􀀮􀀢􀀺􀀠.• :.I:_::_o_ ___ , ___ 􀀬􀁾􀂷􀀮􀀭􀀭􀂷􀀭 -• --: _____ __ , ..... --•-·- SENT BY:Xerox Telecopier 7021 6-19-96 ; 9:42AM ; Gibson llo 􀁾􀁓􀀮􀁓􀁟􀀨􀀩􀁃􀁩􀁟􀁡􀁪􀁾􀁓􀀢􀀧􀀮􀀠---972 450 2637:# 3 r-• 􀀮􀀺􀁾􀁾􀁯􀀠 I also willl to add lbat aa a company we bave ftl&dc rt'llt'f effort to eooperato flatly with the wishes of the Town of Addison even to the polllt of lmtalllq trees, at the request of their cousultants, duriD& the h0lte$t part of the year. OUr coniDCt pmnitled installation of the trees in the Fall when lhele Is CODSiderably teas risk of loaa aDd lherefoJ:e leas Clq)OSUJ:e on our pan. TRIC replaccments that c:uuld have been requlmlaa a mult of iastallation c11lrini the hot IWIUIIel' were replaced promptly without question. Notwithstanding tbe above WI: aarec. UDder pJOteet, to replace any of the 8 trees that fail to •come out•: trees least likely to Slll'Vivc were cut cloWD at the request or tbe Town of Adcllson and WW. bo 􀁲􀁥􀁰􀁬􀁾􀁾􀀺􀁥􀁤􀀠In the Pall. Ally of the: balance tbat tail to "conm out• In a rea&Olllble time wlU also be replaced in the Fall. Ia conclusion and in 1isht of me 􀁣􀁾􀁵􀁭􀁳􀁴􀁭􀀺􀁣􀁳􀀠outliDecl we: would zapec:tlvely request tbat the Town of Addtaon assilt in detft)'iD& the coati IIIDCiated wilh the puldllle 8!14 installation of · replacemmt trees to bo planted as prevlOIIIly oudllled. Quite honestly we feel very strongly that the loss of the trees Wll DDt caused by the neallgcuce of PALM Inc .. SIDGetely BrcDdan O'Drlscoll CC Slade Strickland, Town of Acldi&on ! ' 􀁴􀀴􀁤􀁾􀁾􀀠 GIBSON & ASSOCIATES, 􀁉􀁎􀁃􀀮􀁾􀁰􀀮􀁍􀀭􀁬􀀭􀀭􀁲􀀠 Engineers and Contractors 11210 Ryliecrest P.O. Box 800579 Balch Springs, Texas 75180-0579 9721557·1199 FAX 9721557·1552 April 20, 1998 Mr. Michael Mu Town of Add" on P.O. Box 1 4 Addison exas 75001 RE: ddison Circle Dear Sir: We have completed all items on the final punch list which are in our contract, our responsibility, and within our control. Here is a list of the items which do not fit the above mentioned criteria: Public Works List: Item #4 -The "This Street" sign viaS put in per plans and meets all requirements. Someone has added the Fire Lane sign under it, which does not meet specifications. Item #7 -Whoever installed the tree light wiring removed the lids on these boxes and did not replace bolts. Part of Bosque Park job. Item #10-we di& not do sub-grade on project. Item #11 Ordered new sign for City, under separate project. Item #14 􀁐􀁲􀁾􀀭􀁦􀁡􀁢􀀠 tape markings, not in contract. Item #18 Not in contract; private. Item #19 Not in contract; private. Item #27 -Installed per plan and/or directed by Huitt-Zollars. Item #32 Normal effect of materials picked out by Post; all materials were installed per specifications. This is not a workmanship deficiency. 􀁓􀁥􀁾􀀠 attached Exhibit A. Parks List: Item #1 Not our contract; Bosque Park. Item #2-Removed from our contract; Change Order #1. 􀁾􀁉􀁴􀁥􀁭􀀠#3 Bermuda grass was seeded with rye; if grass does not establish, we will re-seed in(maintenance ac Item #8 -Not our contract; Bosque Park. Item #10-Grading, re-seeding Buffalo seed and Holly, complete edging and bed area not our contract. See Exhibit B re: Item #13 Item #14 Item #16 grassing. not our contract. not our contract. See Item #3 above. Mr. Michael Murphy, P.E. Page 2 Lighting List: Item #2 Item #4 'Item #5 Post or city hung banners or flags during special event. Post or city hung sign during special event. -See Item #7 of public works. Miscellaneous: Item #3 -Bosque Park; tree light contractor: Please let me know the earliest date in which you can meet with me at the job site to re-walk the items which are our responsibility so we can sell this project. If you need any further information, please call me. Very truly yours, GIBSON & ASSOCIATES, INC. 􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Project Manager MP/sc 04Y16/98 12:10 FAX 9722992258 PAVER CONSTRUCTI PAVER CONSTRUCTION CO:MPANY, INC. April 16, 1998 Gibson & Associates, Inc. P.O. Box 800579 Balch Springe, Texas 75180-0579 ATTEN: Mr. Mark Person RE: Addison Circle Phase I, Efflorescence Problem Mr. Person: I4J 001 Enclosed with this le:tter is a copy of a "stat shP-et'' showing the efflorescenee levels in the Glen Gery clay pavers used in the pedestrian walkways at Addison Circle Phase I. After reviewing this sheet, you will know that there is no efflorescenee in the clay pavP-rs. The actual efflorescence that the City is seeing is coming fran the joints between the pavers. The joint mix that Paver Construction Company, Inc. used was the same joint mix specified the the specification booklet provided by the City of Addison. Efflorescence residue is a by-product of the chemical reaction continually occurring within the joints of the pavers. It cont:cnually occurs because of the constant over-irrigation of the planter beds in*these areas. The irrigation levels need to be reevaluated dt.!ring the Fall and. Spring months. During the Summer months, the hot "Texas sun" w:i.ll bake the mo;i.stu"e out, thus eliminating the problem. Efflorescence is ccmmon everywhere there is concrete in pedestrian areas, It 􀁾􀁳􀀠 only more prevalent in dark clay pavers. This is a common occurrence and should be 􀁥􀁸􀁰􀁥􀁣􀁴􀁾􀁤􀀠 in "overly-irrigated" areas. Paver Construction Company, Inc. will not be responsible for this problem. It is co=cn, and the cauee rests sol-ely on Post J'roperties' irrigati•m practices. It can be r_emedied, however, by applying several sealer co.ats to the pavers once the efflorescence has subsided. Mark, once again, thank you so much for your cooperation during this project. We look forward to working with you again in the future. Vice President P.O. Box 1087, Cedar Hill, Texas 75106 '\1etrn (972) 299-2246 • FAX (972) 299-2::58 04116198 12:10 FAX 􀀹􀀷􀀲􀀲􀁂􀁾􀁾􀁾􀀵􀁈􀀠 􀁁􀁐􀁾􀀭􀀱􀁾􀀭􀀹􀁓􀀠 THU 􀁡􀁾􀀺􀁾􀁾􀀠 PM SMITH•S . 􀁍􀁣􀁃􀁾􀁴􀁨􀀠Labor;:ttories, Inc. .. '''f"-Pate July 12 t996 To Gf.EN..(JERY CQRPQR.iUot·; Dric.k 􀁊􀁤􀀮􀀮􀀮􀀬􀀻􀁊􀁾􀁑􀁺􀁪􀁣􀀢􀀠 AUU!MN If@C}U!JFEREQ 7 114 X 4 X 8 PAYER FJ(XSOUQ 0@2D OIS-19-9§ Ca.lt The 􀁾􀀠ia a 􀁾􀁲􀁴􀀠ul Taa a• Bu:ildi!la B.Mll 􀀭􀀮􀁾􀀠La 􀁫􀁣􀁯􀁬􀁾􀀠vd1.b ABTM 􀁊􀁊􀀮􀁩􀁾􀀠C'7-9• •Slanda.ni Mldboo:t 91 Sata:plia.c. a.a.d •r..a!IIIC .. rick" ----··-. __ , .. _.,_ . .. . 􀀮􀁾􀀮􀀭􀀭 􀁾􀁴􀁬􀁬􀁰􀁦􀀧􀁬􀁯􀁬􀁬􀁡􀁩􀁨􀁾􀀠 T .. c.. .. -Ju/r 13, 1.9Sl6 Dolo R."CI'ZO!'I .. 􀁾􂀢􀁴􀁩􀁥􀀠a (GZ'IIIM 􀁩􀁜􀀮􀁾􀀱􀀠 Ali'IDftP'TZO!'I a.\ 'I'& ftl"n,,IU;5CI7;CE Maximum s.blnt-Ov ... DrioTrim out dead branch en tree ./. · Provide 2" mulch tree well as per specs. ../Provide 2" mulch tree well as per specs. ./􀁾􀁥􀁭􀀠arks QUORUM DRIVE (NORTH OF CIRCLE) 1 Replace (6) Dwf. Yaupon Holly Po sf" 2 Replace (5) Dwf. Yaupon Holly 3 Replace (3) Dwf. Yaupon Holly 4 Rapalce (4) Dwf. Yaupon Holly 5 Replace (2) Owf_ Yaupon Holly 6 Replace (4) Dwf. Yaupon Holly -7 Complete tree well planting ,/8 Completa tree well plal"!llng .;" 9 Complete tree well planting v 10 Complete tree well pia ntlng .,/11 Complete tree well planting v 12 Complete tree well planting o/'4 􀁒􀁥􀁰􀁬􀁡􀁾􀀠􀀨􀁾􀀩􀀠Dwf. Yaupon Holly -./ · SE:i'li ·BY :mox 7033 25 26 27 28 29 30 31 3Z 33 43 Tree No.!Location MORRIS AVENUE 1 5 15 22 23 24 25 25. 35 28 30 30 33 35 35 2-18·88 ; 5:15PM : HUITT-ZOUL4RS, 􀁉􀁎􀁃􀀮􀁾􀀠Gibson & Associates;# 3/13 ADDISON CIRCLE PUBUC INFRASTRUCTURE PHASE I .. LANDSCAPE PUNCH I.IST Replace (6) Dwf. Yaupon Holly 􀁒􀁥􀁰􀀡􀁾􀀠(10) Dwf. Yaupon Holly Replace (5) Dwf. Yaupon Holly Replace (4) Dwf. Yaupon Holly Replace (7) Dwf. Yaupon Holly Replace (9) Dwf. Yaupon Holly Replace (2) owt. Yaupon Holly Replace (2} Cwf. Yaupon Holly Replace (6) Dwf. Yaupon Holly _ Note: Tree appears alive; we will walt to see If It lives. Remarks Replace (1) Dwf. Yaupon Holly ./>Replace (2) Dwf. 􀁙􀁡􀁾􀁰􀁯􀁮􀀠Holly ./· L.imb -up branches on tree ./Replace (1) Dwf. Yaupon Holly ./Replace (5) Dw1. Yaupon Holly ./Replace (1) Dwf. Yaupon Holly ./Questionable tree -will leave and see if it lives. ./Plant perennials in bed area and mulch bed areu as per specs. /􀁒􀁥􀁰􀁬􀁡􀁣􀁥􀀨􀁾􀀩􀀠Dwf. Yaupon Holly v Replace tree ./Replace (2) Dwf. Yaupon Holly V Replace (1) Dwf. Yaupon Holly ./Plant entire bed ./Cueatlonsble tree / S£1\T" BY; XEROX 7033 Tree No. /Location McKAMY AVENUE 1 -17 1 2 3 4 5 6 8 14-17 18 19 ,_,-22 25 26 29 Tree No./Location WlTTMEWS 1 3 li '' 10 13 23 24 ; 2-18-98 ; 5;15PM ; Hl1iiT-ZOLLARS,INC .... Gibson & Associates;# 4/13 ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Remarks Plant perennials in bed areas Replace (1) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon HOlly Replace (10) Dwf. Yaupon Holly ./Replace (2) Dwf_ Yaupon Holly ../Replace (3) Dwf. Yaupon Holly ./Replace (3) Dwf. Yaupon Holly ./Replace (4) Dwf. Yaupno Holly ../Provide 2" mulch bed areas as per specs v Replace (3) Dwf. Yaupno Holly V.:.. Replace (4) Dwf. Yaupno Holly v Replace (1) Dwf. Yaupon Holly ./kReplace (1) Dwf. Yaupon Holly ./Replace (1) Dwf. Yaupon Holly v Replace (1) Dwf. Yaupon Holly ,/Remarks Replace tree to match * Plant perennials in bed area v Damage to tree -Not to be replaced ./Replace (1) Dwf. Yaup0n Holly v Replace (1) Owf. Yaupc,n Holly ./Replace (1) Dwf. Yaupon Holly ,/Provide 2" mulch bed area as per specs. ./Provide 2" mulch bed area .JS per specs. ./ Tree No./Location 􀁐􀁁􀁓􀁾􀁈􀁁􀁌􀀠MEWS 6 7 a 10 14 --·· -------------------'--------; 2-18-98 ; 5:16FM ; Hl!ITI-ZOU.ARS.INC ... Gibson & Associates;# 5/13 ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Remarks Replace (1) Dwf. Yaupon Holly ./Replace (1) Dwf. Yaupon Holly ./Replace tree to match "* Replace (4) Dwf. Yaupon Holly ./Straighten tree .,/ I I HUITT -zoLIARS Huilt-Zollars, Inc. I 3131 McKinney Avenue I Suite 600 1 LB 105 1 Dallas. Texas 75204-2489 /214/871-3311 I FAX 214/671-0757 ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Date: February 11, 1998 Job No.: 01-2013-02 Atendees: Karen Koerth -Huitt-Zollars David Meyers-Huitt-Zollars Mike Robbins -Post Properties Mark Persons-Gibson John Peary-Palm Inc. Ron Lee-Town of Addison ./cc: Bryant Nail -Post Properties Mark Brandenburg -Post Properties Slade Strickland -Town of Addison Paul Shaw-Huitt-Zollars Tree No./Location MILDRED STREET 2 24 26 Tree No./Location '· i Remarks Straighten Tree Straighten Tree Straighten Tree Remarks QUORUM DRIVE (SOUTH OF CIRCLE) 5 6 7 Replace (4) Dwf. Yaupon Holly Remove guy wire from tree Replace (4) Dwf. Yaupon Holly Replace (4) Dwf. Yaupon Holly Plant perennials in bed area Replace (2) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (5) Dwf. Yaupon Holly I :\ProJ10 120 1302\AC-1 nfrst. LPL.xls 1 Dallas 1 Forl Worth I Houston I El Paso I Phoenix I Tustin I Ontario f Albuquerque 8 9 10 11 12 13 14 15 16-20 Tree No./Location ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Replace (4) Dwf. Yaupon Holly Replace (8) Dwf. Yaupon Holly Provide 2" mulch in tree well as per specs. Replace (2) Dwf. Yaupon Holly Provide 2" mulch in tree well as per specs. Replace (1) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (6) Dwf. Yaupon Holly Replace (5) Dwf. Yaupon Holly Sod Median as per specs. Remarks QUORUM DRIVE (AT CIRCLE) 21 34 35 Tree No./Location Trim out dead branch on tree Provide 2" mulch tree well as per specs. Provide 2" mulch tree well as per specs. Remarks QUORUM DRIVE (NORTH OF CIRCLE) 1 2 3 4 5 6 7 8 9 10 11 12 24 I :\ProJ'O 120 1302\AC-lnfrst. LPL.xls Replace (6) Dwf. Yaupon Holly Replace (5) Dwf. Yaupon Holly Replace (3) Dwf. Yaupon Holly Repalce (4) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (4) Dwf. Yaupon Holly Complete tree well planting Complete tree well planting Complete tree well planting Complete tree well planting Complete tree well planting Complete tree well planting Replace (3) Dwf. Yaupon Holly 2 25 26 27 28 29 30 31 32 33 43 Tree No./Location MORRIS AVENUE 1 5 15 22 23 24 25 25-35 28 30 30 33 35 35 I :\Proj\0 120 1302\AC-Infrst. LPL .xis ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Replace (6) Dwf. Yaupon Holly Replace (10) Dwf. Yaupon Holly Replace (5) Dwf. Yaupon Holly Replace (4) Dwf. Yaupon Holly Replace (7) Dwf. Yaupon Holly Replace (9) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (6) Dwf. Yaupon Holly Note: Tree 􀁡􀁰􀁰􀁾􀁡􀁲􀁳􀀠alive; we will wait to see if it lives. Remarks Replace (1) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Limb -up branches on tree Replace (1) Dwf. Yaupon Holly ; Replace (5) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Questionable tree-will leave and see if it lives. Plant perennials in bed area and mulch bed areas as per specs. Replace (1) Dwf. Yaupon Holly Replace tree Replace (2) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Plant entire bed Questionable tree . 3 Tree No./Location McKAMY AVENUE 1 -17 1 2 3 4 5 6 8 14-17 18 19 22 25 26 29 Tree No./Location WITT MEWS 1 3 6 7 10 13 23 24 I :\Proj\0 120 1302\AC-1 nfrst. LPL.xls ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I LANDSCAPE PUNCH LIST Remarks Plant perennials in bed areas Replace (1) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (10) Dwf. Yaupon Holly Replace (2) Dwf. Yaupon Holly Replace (3) Dwf. Yaupon Holly Replace (3) Dwf. Yaupon Holly Replace (4) Dwf. Yaupno Holly Provide 2" mulch bed areas as per specs Replace (3) Dwf. Yaupno Holly Replace (4) Dwf. Yaupno Holly Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Remarks Replace tree to match Plant perennials in bed area Damage to tree -Not to be replaced Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Provide 2" mulch bed area as per specs. Provide 2" mulch bed area as per specs. 4 Tree No./Location PASCHAL MEWS 6 7 8 10 14 I :\Proj\0 120 1302\AC-1 nfrst. LPL.xls ADDISON CIRCLE PUBLIC INFRASTRUCTURE PHASE I ·: .. LANDSCAPE PUNCH LIST Remarks Replace (1) Dwf. Yaupon Holly Replace (1) Dwf. Yaupon Holly Replace tree to match Replace (4) Dwf. Yaupon Holly Straighten tree 5 J i i I 􀁾􀀱􀀠􀁾􀀠􀁾􀀠, • _N 0 ' '' " -l I I I ---1 􀁉􀁾􀀠.. Ji 1r I I I I I I : _j --1-, r=-::J 􀁾􀀠 \ \ \ '' '! '·I OJ j 􀁾􀂷􀂷􀀠 C:> 0 i --M c,() -·' '·· t: ,..v __ ... \_?-,.---'-----+ -----./􀀭􀁾􀀠 􀀭􀀭􀁾􀀠 _....... 􀁜􀁾􀀠 􀀺􀀺􀀯􀀮􀀮􀀧􀁑􀀮􀀮􀁾􀁾􀀠 : 􀁾􀀭 􀀯􀁾􀀠 /\ I I I I ." h )( tf /.•/l ·-.' \ 􀀮􀀮􀀮􀀮􀀮􀀺􀀺􀀮􀀮􀁾􀀧􀀮􀀮􀀮􀀮􀁟􀀠I I I I I I I I 0 I I i -t' \\ !\ \ k ,) I \ \ 0 \ \ \ \ _L • 0 \ I -· ol 􀁾􀁉􀀠 􀀧􀀭􀀭􀀭􀀭􀀭􀁾"􀀧' 􀀠 􀁾􀀭 1 tJ .. ,, .. 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I ,•, '"'\ I, , "' ') .·•j S/. l·g ® ' 􀀰􀀱􀁟􀀡􀁾􀀭 20699 SF ; "'15 􀁾􀀠Pilo 􀁾􀀢􀁾􀀠S,_ 􀁾􀁌􀀭 􀁾􀀠􀁟􀁟􀀡􀀮􀀡􀀺􀁾􀀠 􀀲􀁾􀁾􀀮􀀠 􀁰􀁾􀀠----. "') __ --. j l t I 􀀺􀀺􀁾􀀠 "'I ·-----------=!-=' . • --.,.,.,.1------. . ' • ... FlO :"' 166 "7 􀁾􀀧􀀩􀁙􀀠 􀀶􀁾􀁾􀁇􀀠 I 7.' ._.23 ' '--. 􀁾􀀠 ""VI ". , .. """""'. IJ0,4Q 􀀧􀀢􀂷􀀭􀀭􀀱􀀭􀁾􀀮􀀮􀀬􀂷􀀮􀀭􀀭 .&..,. ,_ S ooo 03' 02' E 209 31 fS coo 291 5311W 186 78ft S 00°3210411 W 16L9E1 S 00°30' 121'W 161.90' S 04°111 14nW 􀀱􀀶􀁌􀀵􀁦􀁾􀀰􀀴􀁯􀀰􀀸􀀠27 W 􀀱􀀴􀀹􀀮􀂣􀁾􀁾􀀠􀀢􀁾􀀬􀀠•. 􀀭􀁾􀁾􀁜􀀠 >c-.• 􀁾􀀭 o!. __ I \ _7! i'0" ·\ ' I 0"' " ._􀀺􀀺.􀀺􀀰,􀀺 􀁾o􀁾.􀀠 53,5956 W 160 N53°15'421' W 13.0I 8-.--.",'· N82°21'24"E 10211 ------). 􀁾' 􀀧"􀀮'.I􀀱-(􀁭])􀀠 C N r:\-CH.\--.0,<; f 􀀧􀀱􀁲􀀡􀁗􀁾􀁦􀁬􀀧􀀻􀀠 􀁾􀁊􀁅􀀧􀁲􀀧􀁬􀂷􀀮􀀠 " 􀀺􀁉􀁾􀀠'''• •'t•Ar,._f:, ;.;. 􀁉􀁾􀀮􀀭􀀻􀀭􀀧􀀠 􀁾􀀠 ·.•: 􀁾􀀠 .,-,,,._.. 3' ... " -:;-,\ -;J....U-2 •, 1\\(1 r• 􀂷􀁡􀀮􀁾􀀠 􀀢􀁾􀀮􀀠 PALM INC. 972 931 7344 P.01 PALM, 􀁉􀁮􀁣􀀮􀀭􀀭􀁾􀀭􀀭􀀭 􀂷􀁾􀀠 .. Date: To: ' From: ·:. i Plant and Landscape Sen ices 􀁾􀁩􀁧􀁮􀀠I Construction I fn5tallaliox1 "'*** Fax Transmittal Form **** • • • . I J'&.!c 4(( {fl-./" . •· MESSAGE Total No. of Pages: Please call (972) 93!-1554 j[ you dn noL receive all pages P.O. Box 260045 Plano, Texas 75026 PhOne {972) 931-1554 Fax (972) 931-7344 • • PARKS & RECREATION (972) 450-2851 • FAX (972) 450-2834 October 7, 1998 Mr. Mark Person Gibson & Associates, Inc. 11210 Ryliecrest P.O. Box 800579 Balch Springs, TX 76108 Re: Tree Replacements-Addison Circle Phase I Please be advised that the dead trees planted on the Addison Circle phase I streetscape project are due for replacement. The schedule we previously agreed to was October I, 1998 -November 30, 1998. We have not been contacted by anyone regarding inspection of the new trees and the schedule for replacement. ·16801 w .. rgrove Please contact me at (972) 450-2869 to let me know Gibson's intentions of replacing the trees. Sincerely, 􀀮􀁾􀁊􀁤􀁲􀁾􀀬􀂣􀁟􀀠Slade Strickland, Director Parks and Recreation Cc: Mike Murphy, Town of Addison David Meyers, Huitt Zollars, Inc. Paul Shaw, Huitt Zollars, Inc. Mike Robbins, Post Properties