I I I I .', 􀁾􀀱􀀠 􀁾􀀧􀀮􀀺􀀮􀀻􀀠 􀁾􀁾􀀠 \0-'I 'l...',I'll "\):;, 􀁾􀁜􀀠 N I j" i HNTB 9726615614 01/23 '02 18:56 NO.666 01/23 1:1 􀁾􀁩􀁩􀀭􀁊􀀠FaxTl1iJ ffNTlJ C'IlttpnftltH Transmittal To Steve Chulchiall, PE Date Jantwy 23, 2002 Firm Town ofAddisQlI Total Pages 21. (Including this cover) Fax # (972) 450-2837 Job Number 25768DS 001 From Jerry Holder, PE 0 0 High Resolution Urgent Please notifY sender at 972·661·5626 ifpages are missing orifthere is ally trallSlllission diffioulty. Message Steve, Attached is addendum number 2. Please have your staffreview and rwiJI make any needed changes in the morning alld del.iver to Minok. In addition to edits to rJle plans and specs, we have tried to answer the questions tbat were asked in yesterday's pre·bid meeting with this addendum. I am also sending Ibis to Angela Stoddard, Bruce Grantham, and Jack Hatchell for their review also. I will be wajti.ng to hear from. you. Thank you. Jeery Holder i910 West Plan() Parkway. Suit. }OO· Plano. Texas 75093 Voice (972) 66/·,5626' Fax (972) 661·5614 HNTB 9726615614 01}23 '02 18:5B NO.667 02}21 ARAPAHO ROAD -PHASE IT MARSH LANE TO SURVEYOR BOULEVARD ADDENDUM NO.2 J&JJJllI:ty 24, 2002 To: AU Bidders This addendum becomes a part of the "ARAPAHO ROAD -PHASE II" plans and specili.catiolls. Page PF-2 of the contract documents must be filJed out by the bidder aelmowledgin8 the 􀁲􀁾􀁣􀁥􀁩􀁰􀁴􀀠of this addendum. Bids wm not be accepted if the above instructions are not followed. All provisions of !he origin.al "ARAPAHO ROAD -PHASE II" plans an.d specifications shal1 remain in full force and effect, except as modified by Ihis addendum No. 2. This addendum is five pages, with J.5 pages attached for a total of20 pages. MODIFICATIONS TO THE SPECIFICATIONS: Note: The word 􀀢􀁳􀁨􀁾􀁥􀁴􀀢􀀠in this addendum refers to the construction plans. Th.e word "page" in this addendum refers 1:0 the construction 5!lecifications. 1. Page !;A-2. Contract Agregn.e!ll: The third paragraph has been. changed to remove the 365 day statement Replace the existing page with the new page provided with this addendum. 2. Page PF -6 of27 -Roadway..; The quantity of ADA RamI's (Item 117) bas been chan,ged from eight (8) to eleven (11). Replace the existing page with the new page provi.ded with. this addendwn. 3. 􀁓􀁢􀁥􀁥􀁴􀀮􀁎􀁾􀁬􀀮􀀠Paving Plan and Profile Notes and Legend: The following note shall be added to the General Notes. 17. Contractor shall provide all materials testing required for this project, including bllt n.ot limited to, concrete mix designs and subgrad.e and utility tIencb. compaction. 4. Sheet N·l. Paving Plan and Profile Notes and Legend: The folJowing note shall be added to the Roadway Construction Notes: 18. Shop drawings and specifications sball be submitted to the Owner for approval prior to installation of the following items: Traffic Signals, Reinforced Concrete Box with Wings, Irrigation Eq.uipment and Controllers, Retaining Walls, Sealants, Hand Rail, Paints, and other items deemed necessary by the Owner. Page I of5 (Addendum No.2) HNTB 9726615614 01/23 '02 18:58 NO.667 03121 5. Shee!,N-l, Paving Plan and Profile Notcs; Add General Street Lighting SequeDl:c Notes: 1. The COD.tractor sball instaIl conduit, sooondaxy boxes. and street light bases for the Jigl1ting on the north side ofthe proposed roadway. 2. Upon notification by the Contractor, TxU wjJl follow with the installation ofthe street light standards (to be filmisJJed by TxU), electric cable and necessary terminations to place tlle new streetlights on the north side into operation. 3. Upon )l.otification by th.e Town, TxU will rem.ove electric cable and street Jjght standards from the south side ofthe proposed roadway. 4. The Con.tractor shall remove the existing conduIt and street Ugh.t bases from the south side oftile proposed roadway. S, The Contractor shall jD.sta.ll the new conduit, secondary boxes, and street light bases for the lighting on the SQuIb side of the proposed roadway. 6. Upon notification by the Contractor, TxU wil.l follow with the installati.oJ). ofthe street light standards, electric cable and necessaxy terminations to place the new street lights on lhe south side inJ:o olleratiol). NOTE: Pedestrian.1igbts and cable shall be ord€1'ed and instalJed by tbe Contractor. 6. Pages PI' 5, 12,14,16, and 18 of27 of the Utility Jmprovements.section: The following items have had modifications in the description. 111, 204, 206, 2J.3. 215,216,217.2)8,230, and 242. Replace the existing pages wi.th th.e new pages provided with thIs addendum. 7. Page PF, 22 0[27. SignalizatioD and Lighting: Add Item. 3"4: Bore 4" COllduit for Traffic Sign.al Cables, Quantity: 120 L.F. Note, this item is being added in the event that the existing conduits at the M.rsh Lane /Arapaho Road Intersection cannot be r,e-used for new cable. This quantity covers only the existing conduit runs, the new runs are still to be bid in the lump sum. cost for traffic signals at the Marsh Lane /Arapaho Road Intersection (Item 301), see Sheet TS·l and TS·2, It is still tbe intent oftlu.s project to use the existing traffic signal conduit where possible. Replace the existing page with the new page provided with. this addendum. \ 8. Sheet CS-3. Construction Sequence, Trafiic Control Plan: At intersection with Busi.ness Avenue, add a teroporaxy stop bar llIl.d temporary stop sign on wood post with appropriate anchoring on north bound lane ofBusiness Avenue. Quantity in proposal form is correct. Page 2 of5 (Addendum No.2) HNT6 9726615614 01/23 '02 18:58 NO.667 04/21 9. Sheet CS-8. Construction Sequencing, Traffic Control Plan: At intersection with Business AVe!l.ue, add a temporary stop baT on north bound lane ofBusiness Avenue adjacent to temporary stop sign. Quantity in. proposal forro is correct. 10. Sheet PP-2, 􀁾􀁡􀁶􀁩􀁮􀁧:elan!!Dd Profile: Th.e proposed wheelchair ramps located on the northeast and southeast comers ofthe Marsh Lane and Arapaho Road intersection, shall be constructed as sllown on the attached sheet, Drawing "A,1", Arapaho Road ADA Ramps at Arapaho Rd. and Marsh Lane. 11. Sheet S1-5, Stripigg Plan Sta. 25+00 to 35+57.82: On the "Island Striping Detail", the small striped islands used at the intersections with Business Avenue and Marsh Lane shall use a 4" soli.d wl))te thermoplastic stripin.g and a 4" white double reflective acrylic square button at 5' centers versus the yeJlow shown in the detail The island at paving station. 19+00 sball remain as detailed. The quantities Oil the Proposal Forro. bave been adjusted and pages PF 8, 9, and 10 are included with this addendum. Replace the existing pages witll the new pages provided witb this addClJdutn. 12. fage 1IS-4. Jntema!ly IIlum.inated Street Signs: Note 2 has been ch.anged. Replace the existing page in the specification booklet with the neW pages provided with this addendum.. 13. Sheet WL-4, Retaining Wall Details: The folJowing note shall be added to the Arapaho Retaining Wall Rail Detail. "All weJds will be ground smooth; steel tubing will be preppW to remove mill scale or rust; all raijings will be primed and then painted with 2 coats of black paint. Paint shall be a. minimum of S mils thiel,". 14. Sheet SW-2, SWrm Water Plan; Change caUout: "Install 120 S.Y. ofcone. charm.ellinjng" to "ll1stall128 S.Y. ofcone. charmellining". Cbange callout: "1nstalJ J.45 S.Y. ofconc. chamJeJ lining" to "Install 152 S.Y. ofconc. channel lining". Quantity in proposal form is correct. IS. Sheet SW-2, Storm Water Plan: Exclude the CllDstrul:tion or tlJe two 10' curb inlets on Surveyor Boulevard and tile associated 21" laterals and concrete curb and paving work. This work will be included in next Phase oHlle Arapaho Road Project. The quantities on the Proposal Form bave been. adjusted and pages PF l.2, and 13 are included with. this addendum. Replace the existing pages with the new pages provided with Ibis addendum. 16. Sheet W-l, Utility Adjustment Plan: Fire bydrant at Station. 10+75 on. Marsh Lane, add note: "Co!lnect to exist. 6" fire hydrant lead", Rem.ove callout for "I· 12"x6" Tapping Sleeve and Tapping 6" Valve" and add call.out for "1·6" Valve". Quantity in proposal form is correct. Page 3 of5 (Addendum No.2) HNTB 9726615614 01/23 '02 18:59 NO.667 05/21 17. 􀁾􀁌􀁗􀀭􀀲􀀮􀀠12" Water Sla. 0+00 to Stn. 4+00: In profile view, at water lin.e station 0+00, note should read "Instal.!.: 1-12" Valve". In plan. view, at water line station 0+00, replace the callout for "1-12"x12" Valve" with callout for "1-1Z" Valve". Quantity in. proposal form.is conect. 18. ,sheet W-Z. 12" Water Sla. 0+00 tp Sta. 4+00: At paving stations 19+22, 3S'left and 21-r72, 33' right, install a 12" x 2" tee, 2" valve and m.eter and 2" slll.bout for. irrigation sy$lem. at eacn locati.on. The quantities on. the Proposal Form have been adjusted and page PF 19 j$ in.cluded with this addendum.. Replace the existing page with Ul.e new page provided with this addendum.. 19. Sheet W-4, Standard Construction Details. Water-Sh\let 1of2: Detail "Typical Service Connection with Meter Box" has a note in the upper left-hand comer concerning meter loops. Meter Loops 1. v," and 2" are to be set by the Contractor. 20. Sheet W·3. 12" Water Stll. 4+00 to Sta. 8+85.73: In plan view, at water line station 5+90.QO, change caIJout from ''2 -6" Valve" to "I -6" Valve". Quantity in proposal form is conect. 21. Sheets W-2 throuw W-3. 12" Water Plan and Prot,jJ,e: The plans caU out "AWWA C-9OO, PVC, DR-iS, CL ISO Water Pipe". All water pipe (6", S", and 12") shall be "AWWA C-909 PVCO, DR-18, CL 150 Water Pipe". This pipe is manufactured by the Uponor En Company. An updated page PP-15 of27Utility has been attached to thi$ addendum. 22. Sheet.IS·l. Arapaho at Marsh Lane Traffic Signal Plan: Under Notes, delete note I "Signal head 6, 7 and 8 shall be ordered but n.ol installed in this contract. Deliver to Town ofAddison storage: yard." and :note 3 "Traffic signal controller shall be wired for railroad preemption. 23. .Sheet TS-3, Arapaho Road at Surveyor Boulevard Traffic Signal Plan.: Under Notes. note 1 shOUld read, "Signal head 6, 7, and 8 and video detection camera and opticom on signal pole T -2 shall be ordered but not installed in this contract. Deliver to Town ofAddi.son. storage yard." .24. Sheet JA. Lighting and Layout Plan, Sta 15+00 to Sta, 20+00: Note at station 19+35; 3S' Lt. calls for 2 Bega lights. The note should be cbanged to one (1) Bega light. The quantity in the proposal f'Orm is correct. 25. Sl!eet L-6. Enlarged Intersection. Plans and Details, Sitework DetaiJs: Detail OS, Median Detail. The caJlout "4" Compacted Crushed Aggregate" will be changed to read "4" reinforced concrete, 3,000 psi". Page 4 oiS (Addendum No, 2) HNTB 9726615614 01/23 '02 18:59 NO.667 06/21 Items of Clnri(ication: ] . Item number 309 -Foundation, pedestrian light pole. This item will, in.elude providing and installing !he foulldation and ligbt pole. These are the Bega lights located n,ear intersections. 2. TIle integral \ill!b ;md g\ill![ is con.sidered to be 2 feet in widtb, measured from the back ofcurb, and shall be 3. continuous pour with the concrete pavemen.r. TIle r' thick t;ejnforced concrete pavement and the G" thick reinforced e9J)crete driveway qU3lltities were calculated independent ofm." integral curb. 3. A question concerning the quantity for Item number 141 was asked during th.epre-bid meeting. The quantity includes Ule concrete for the footing cap. The quantity has been reviewed and will remllin the same. 4. The question was asked during the pre-bid meeting ifthe Town will pay f:ox' inspector overtime. The Town will. pay for this. S. II will be the responsibility of the Contractor to coordinate with TXU Electric for the ordering and,install.ation oflhe 40' street light poles (Item n\lmber 308). The question was asked. during the pre-bid meeting ifthere was a limit on the amount allowed for mobilization. n,e Contractor'5 bid for MobiJilmtion will be limited to n.O more than ten percent of the Standard Bid (A). Payment to the'Contractor for tllis item wilJ follow TxDOT specification for lrem500, located. on l'a.ge 961 of the 1993 edition of the Standard Specifications for Construction of Highways, Streets, and Bridges. 7. A statement was made during the pre-bid. meeting that the maxirown incentive or disincentive allowed is $300,000. This is not correct. As stated on page SP-7 of the specification booldet, the totallnccntlve payment shall not exceed $300,000. There is not a limit set on the disincentive payment. 8. A question was asked at the pre-bid meeting about the type ofpavcmen.t finisb. A transverse metal tiTling device shall be used for cortcrete pavement finishing. nis device shall adhere to TxDOT specification [tern 360, Con,crete PavemCll,t. 9. A questi.O!) was asked at the pre-bid meeting ifan extra bag of COD.crete will he added to hand finished concrete. See Division S,ltem 5.8.2.(11)(2) of the NCTCOG Specifications. 10. A questiDn was asked at the pre-bid meeting coocernmg the use ofslip form pavins machines. Tbis will be allowed, provided all NCTCOG specification,s are strictly adhered to. 11. A question was asked, at the pre-bid meeting about the depth lIDd spacing of the drilled shafts for the retaining wall. The spacing will be a mllxirnumof 10'-0". The depth will be either three feet into unweathered rock or to elevation 574.03, wbichever i..' deeper. 12. The contractor has Ibe option in the bidding andconstructioll ofllle 2-10'x7' box culverts to use ei.ther cast-in-place or pre-cast box sections. 13. The quantity sheets ill Ibe plans will 􀁾be reissued at this lime, bul: wi)) be updated and issued to the successful hi.dd<:r for CO!lsl:ructi.on. EN)) OF AD))ENl)UM Page 5 of5 (Addendum No.2) HNTB 9726615614 01/23 '02 18:59 NO.667 07121 SECTlONCA CONTRACT AGltEEMENT STArE OF TEXAS COUNTY OF DALLAS THIS AGREEMENT is made and entered into this _ day of _',-:-_-..,,=-_' 20_, by and between. the Town of Addison, oftbe County ofDallas and Slate ofTexas, acting through its Mayor or City Manager, thereunto duly autho!"i.i1:ed so to do, Party of the First Part, herein.after termed the OWNER, and , of the City of , County of , State of , Party of the S0cond Pan, hereinafter termed CONTRACTOR. WITNESSETH: That for end in consideratioll. of the payment end IIgreement hereinafter mentioned, to be made end perf.oml.ed by tlu: OWNER, tbe said CONTRACTOR hereby agrees with th.e said OWNER to comm.en.ce and. complete construction of certain improvements as follows: PaviDg, Storm Water, Water, Slgn,IlJintion and. Streetscape Improvements Arapaho Road -Phase II • From Marsh Lane to Surveyor Boulevard and all extra work in connection therewith, under l:be teuns as stated in. the General and Specifi.c Provision.s of the AGREEMENT; and at his own proper cost and expense to furnish all the materials, supplies, maChinery, equipment, tools, superintendence, labor, insurance and other accessories and services necessary to complete the said construction, in. accor.dance with the condi.tions and prices stated in th.e Proposal attached hereto and in accordance with the Advertisemen.t for Bids. Instru.ction.s to Bidders, GeneraJ Provisi.oo.s. Special Provisions. PIan.s, and other drawings and printed or written explan.atory m.atter thereof, and the Technical. Specifications and Adden.da thereto, as prepared by the OWNER, each. of which has been identif:j,ed by the endorsement of Ib.e CONTRACTOR and the OWNER th.ereoo, together with the CONTRACTOR's written. Proposal and the General Provisions, all of which are made a part hereof and collectively evidence and constitute the entire AGREEMENT. The CONTRACTOR hereby agrees to commence work wilhi,J), ten, (10) calendar days after the date of written notice shall have been given to him, and to complete aU work within the number of days submitted in the proposal form after be commences work, subject to such extensions oftime as are provided by the General Provisions. TIle OWNER agrees to pay the CONTRACTOR L...-. in. current funds for the performance of the Contract iI), accordance with the Proposal submitted thereof, CA-2 HNTB 9726615614 01/23 '02 18:59 NO.667 08/21 ROADWAY IMPROVEMENTS ARAPAHO ROAD -PHASE II MARSH LANE TO SURVEYOR BLVD. ICompilew In Place, for the Sum of 1___________-----________"Y"',,"9nd 1________________ Cants per unit Ic.:.mplate in Place, ror the Sum or ____________􀁾􀀭􀀭____:_-Dollar$ and 1___--__________Cenls por unit ICe'mplete in Place. ror the Sum or end 1_____􀁾______Cents per unit leo'mplal in Place, for thG Sum of Ic.:,mplate In Place, for the Sum of and 1___________ Cents perunft [Co,malete In Place, for the Sum of 1________-__ Cents PGrUnl! 􀁛􀁾􀁮􀁭􀁮􀁬􀁬􀀮􀁴􀀢� �In Place, for the Sum of ICe,mple!e in PlaCG. fcr the Sum of 1____________-""'." and 1___________ CenlS perunft Pi-• 6 of 27 -Roadway HNTB 9726615614 01/23 '02 19:00 NO.667 11/21 ROADWAY IMPROVEMENTS ARAPAHO ROAD· PHASE II MARSH LANE TO SURVEYOR BLVD. ICC)mp,lets in PI""", for the Sum of I______________________􀁾􀂷􀀧􀀻􀁑􀀢􀁡􀁲􀁯􀀮� �􀁤􀀠1___________ Cents perllnil 1Compile!s in Place. for the Sum of I_______􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀂷􀁾􀀭􀁟􀀺􀁟􀀭􀀧􀁊􀂷􀀧􀀧􀀧􀁡􀁲􀁳􀁡􀁮􀁤I___􀁾_______ Cents per unit •Complete in Place, lor th.. 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'.: 􀁬􀁬􀀷􀁩􀁴􀀧􀀬􀀬􀀻􀀮􀁾􀁻􀀬􀁚􀁢􀀠􀁾􀀠􀁉􀀮􀀤􀁾􀀺􀀢􀀧􀀭� �􀀺􀀻􀀧􀀻􀀮􀀧􀀠.• ftntieS17YJdr1rtI' ... ; ... , -Hf.J'TB: .•... 􀀮􀀭􀁾􀀮􀀼..􀁾􀀮􀀠_I' '. :-:' :. -.:' 􀁩􀁾􀀱􀀧􀁩􀁬􀀩􀀨􀁧􀁾􀀯􀁩􀁩􀀻􀀬􀀻􀀺􀀮􀀺􀀮􀁴􀀠"•􀀻􀁾􀀬􀀭􀀺􀀺􀁯􀀻􀀧􀀻􀀻􀀺􀀮􀁾􀀺􀀺􀁾􀀠Cd j £lJ+.\j( . 􀀨􀀰􀀱􀀢􀁾AAv,,"'\ 􀁣􀀬􀀬􀀢􀀧􀀬􀁾􀀫􀀮􀀠Q72-7714SI OA'/IO t.JuI1A.KGle LLANO U-rl£,./iY t;a:.VI(.li35 Lflfo-270-280" Byu (. e. §..r4 trl-h CliVI 􀁾􀀱􀀳w a q)l'le..& r.L..:r'K <<'lin -g􀁾􀀨􀀩􀀠􀁾􀀯􀀹􀀩􀀬􀀠􀁪􀀩􀀯􀁊􀁶􀁥􀀭􀁍􀁾􀀠-;6A«ty;:. 􀀧􀀱􀀷􀀻􀀿􀀭􀁾􀂫􀀬􀀺􀀡􀀻􀁢􀀭􀀺􀀷􀁩􀁊􀁴􀁬􀀺􀀷􀀠,V.·P&b 􀁌􀁖􀁾􀁦􀀼􀀮􀁴􀀬􀀮􀀮􀁯􀁶􀀿􀁴􀁾􀀯􀁢􀀺􀁊􀀺􀁴􀀮􀀠J4-V ;;'P/I£il. 􀀻􀀾􀁡􀀮􀀺􀁓􀁾􀁓􀀠J􀁾􀀭 􀀯􀀯􀀱􀀮􀀲-7'"􀀨􀀲􀁾􀀮􀀠􀁾􀁊􀀮􀀠.Te.-sl 􀁾􀁥􀀮􀁯􀁊􀀠,./" 􀁃􀀨􀀺􀁉􀁚􀀮􀀭􀁬􀁊􀁗􀀭􀀸􀀢􀁺􀁾􀀠I i . Arapaho Rd Phase II, Marsh Ln to Surveyor Blvd BID NO 02-12 DUE: January 29, 2001 2:00 PM BIDDER 􀁓􀁉􀁇􀁾􀁏􀀠Tiseo Paving J Jeske Cosnt. Co v Rebcon V McMahon V Tx Sterling Construction ../Bid Bonq, a1 a2 a3 I II III IV ..; J \I V I ?"IS: [P'i '31 c>,'1'S",8 􀁾􀁚􀀬􀀢􀀧􀀱􀀴􀀬􀀢􀁏􀀠---------(Blcalenda rDays x (AITotal I-IV 3000. Total 􀀧􀁉􀀮􀀮􀀿􀁦􀀧􀁩􀁦􀁴􀁊􀀯􀁾􀁉􀁊􀁲􀀮􀀺􀀷􀁄􀀠q/>o,;'o 7, 3%lifQb.70 1t,"13, 7D'f. Ao -"10 l,i7D,O{)r!) 􀁾􀁮􀁆􀁐􀀧􀀱􀀧􀀮􀀼􀀡􀁬􀁏􀀠2, ZQC;3&'1. 75 ..70 􀁾􀁉􀁃􀁏􀀯􀀳􀀦􀀱􀀮􀀠759'!