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':, ,:.--',:' " '.".':--... .-" ": .' "DURAI1LE .'.' "SPECIAL1iES;iNC.·· '" DATE: , ' .' <􀀡􀁯􀀺􀀭􀁲􀁏􀁗􀁴􀁦􀁴􀁾􀁾􀁓􀁊􀁊􀀠. .... '"';', ' '. ATTN:. 􀁓􀀮􀀢􀁪􀁁􀀧􀁻􀁾􀀠,'C{{;'rck,,, J." FROM: . 􀀮􀀮􀀨􀀡􀁾􀀠,pRYA.v ..... f' SUBJ: " . 􀁾','NO. OF PAGESINCI.UDING COVE ",,' , , ".:. " ..-. -1-" " I "youdo not􀀬􀀮􀁥􀁣􀁥􀁴􀁖􀁾􀀠ai/copies, notify, Send.er at (91ZJ296􀁾􀀮􀀠" --.. ,', ".' .-. .' . -',qurRETuRNfax}s .(972),780<:7411". 1i'· " . p.o. 􀁂􀁯􀁸􀀳􀀸􀁾􀀧􀀱􀁡􀀸􀀠• DUNCANVil.,Le, TX 75188 􀀮􀁐􀁈􀁏􀁎􀁅􀀱􀁾􀀹􀀷􀀲􀀭􀀲􀀹􀀶􀀭􀀶􀀳􀀲􀀴􀀠• FAX 1:"97280-7411 ",,/'I'd 􀁉􀁬􀁶􀁾􀀠􀁏􀁂􀁾􀀠􀁡􀁾􀁳􀀠S3I1I1HI33dS 􀀳􀀱􀁈􀁈􀁾􀁮􀁡􀀠WHBs'ssooa so oaa . ·i .. . .' ., ... . .,. :".. i·" . I " -}:.,.. ...' " . ! -" .. . ".' t1Vl. OBl. cl.6 ,... "",... 􀀬􀀻􀀭􀁪􀁾􀀧􀀻􀀢􀀺􀀺􀀧􀀺􀀧􀀠􀀺􀀮􀀮􀀮􀁾􀀮􀀺􀀬􀀻􀀮􀀠't." ;.. '. : .; ..,:,.' ..... " ":: '....􀀺􀁾􀀧􀁴􀂷􀀠􀀺􀀮􀀮􀀧􀁾􀀧.. .r '....... . ,..." ," .. ' . " lltol. OBl. Gl.B S3lLllHI33dS 􀀳􀀱􀁡􀁈􀁾􀁯􀁡􀀠WHBS:S SOOG SO oaa December 8, 2000 Jim -Jim Pierce askiid that we obtain a copy ofthe legal description andt:..w. map fur the proposed intersection improvements along the southbound frontage road ofthe No Tollway, at Keller Springs Rd. I contacted Mr. Jack Loggins, with Parsons Brinckerhoff-2l4-747-6336 and asked for this information. He sent us the attached information related to the right-of-way acquisition along Keller Springs and Knoll Trail. This location is approximately one block away from the site we were requesting. Will you contact Jack and explain what happened, and ask for the legal description and right-of-way map for the frontage road & Keller Springs site. Thanks. 􀁾􀀠Steve c. edfed' ()N.I¢;;;f Z;t?,t) t t-1 ;tt1:,J,Jdc 􀁾􀀧􀁬􀀯􀁉􀁊􀁓􀀠􀁾􀀮􀁊k /,(j.?lItA14 􀁃􀁁􀀯􀁴􀀯􀁾􀁕􀁦􀀠,dv;1(/1"1".:> IYJ 􀁾􀀠􀀴􀀾􀀧􀁻􀁾􀁶􀀠Z. -JIM '00 YEARS® Transmittal Parsons 1701 N. Market Street Brinckerhoff Suite 410 Dallas, TX 75202 214-747-6336 Fax: 214-741-1937 E-mail: cmaq@onramp.net To: Steve Chutchian From ,-.----------------------- ----Agency: Addison Date December 5, 2000 Project CMAQ Progr.arTl______ . Project No.: 29 via: for your: the following: o mail o information/use o shop drawings o change order o specifications I!I messenger I!I approval o copy of letter o plans I!I other _____ o fedex o review/comment o prints o samples See Below drawing rev. description copies date_.__."--.----"-,,-,-",. Preliminary Right of Way 1 1/20/00 If enclosures are not as noted, kindly notify us at once. Comments: Steve, Here is the preliminary ROW documents for Project 29. We expect the final submittal in a couple of weeks. 􀀯􀁾􀁌􀀮..6 .z::v. 􀁾􀁾􀀠copies to: P29·POS,_________ signature: ;;JF--Over a Century of Engineering Excellence G:\G04-5FAX\ADDIS0N\2000\008 ROW Documents.doc Page 1 of2 Steve Chutchian From: Robin Jones Sent: Thursday, December 01, 2005 7:48 AM To: Steve Chutchian Subject: RE: CMAQ Mig. Steve, Are we getting reimbursed for whatever equipment we buy? Ifso, you better check with whoever is reimbursing us about what they consider proper procurement procedures before talking to Shanna. If we're not being reimbursed, where are the funds coming from? If this job has been bid and let, you might look into who's doing the inspection. Also, find out what the contractor thinks he's getting from the Town. An estimated construction schedule might be helpful. I'm not trying to tell you what to do, these are just some thoughts. Robin -----Original Message---· From: Steve Chut:chian Sent: Wednesday, November 30,20054:04 PM To: Robin Jones Subject: FW: CMAQ MIg. Importance: High Robin: I guess we need to get together on this. I have no idea what quantities are required. I definitely can check the procurement procedure with Shanna. Steve C. -----Original Message····· From: Nancy Cline Sent: Wednesday, November 30, 2005 4:02 PM To: Steve Chutchian Subject: RE: CMAQ 􀁍􀁾􀀮􀀠Steve, Robin is not doing anything yet. Please coordinate this with him. You should work out what the qUantities are and let him get the prices. I am not sure the propert procurement route for this stuff. You may need to talk to Shanna. Nancy -----Original Message-···· From: Steve Chutchian Sent: Wednesday, November 30, 2005 3:54 PM To: Nancy Oine Subject: CMAQ MIg. Nancy: I talked with Jack Antebi this afternoon about the CMAQ meeting next Tuesday. The only thing he needs from us at the meeting is a "51 of items the Town will provide and an associated cost. Is 121112005 􀁾􀁾􀀢􀀠􀀧􀁾􀀢􀀧􀁜1!i' 􀀢􀀢􀀢􀀮􀁾􀀠DALLAS COUNTY;􀀧􀁾􀀨􀀢􀀢􀁾􀀧􀀧􀀧􀀺􀁾􀁜􀀩􀀺􀀻􀁉,,; ..􀀱􀀻􀁾􀁊􀁬􀀿􀁊􀀮􀂷􀂷􀂷􀁾􀀮􀁾􀀢􀀬􀁉􀀠PUBLIC WORKS 􀀧􀁦􀁽􀁬􀁾􀂢􀀧􀀱􀀠.. 􀁾􀁾􀀠June 3,2004 Mr. Mike Murphy, P.E. Town of Addison 16801 Westgrove Drive Addison, Texas 75001-9010 Subject: Congestion Mitigation Air Quality Control (CMAQ) Program Notice of Condemnation Action for Parcel 3 and 3TEA -(project 12) Dear Mr. Murphy: Attached, please find that Dallas County is preparing to acquire through condemnation proceedings Parcel 3 and 3TEA, located at the intersection of Midway Road at Keller Springs in the Town of Addison. Dallas County is the local sponsor for this "Off System" intersection and at this time no additional funds are needed to continue the acquisition process. If you have any questions or concerns regarding the provided materials, please contact this office at 214-653-7460 or Sam Wilson at 214-653-6421. Sincerely, 􀁏􀁵􀁵􀀻􀀯􀁾􀀠Craig J. Goodroad Program Manager Attachments: 1. Copy ofmemo from Selas C. to Craig Craig G. dated 5127/04 2. Copy ofmemo from Sam W. to Selas C. dated 6/3/04 3. Copy ofsigned and sealed legal and plat dated 6/4/99 4. Copy ofTemporary retaining wall construction Area "An dated 9115/03 cc: Sam Wilson, P.E., Assistant Director, Transportation and Planning, wlo attachments Suja Mathew, P.E., TxDOT Roadway Design, wlo attachments ,Steven Chutchian, P.E., Town of Addison, w/oattachment S6las Camarillo, P.E., R.P.L.S., Dallas Co. Asst. Dir., Property Div., wi attachments(original) Sid Homer, Dallas County Senior Right of Way Agent, wlo attachments Craig Marek, Dallas County Chief Property Appraiser, wlo attachments Eric Starnater, P.E., Carter & Burgess, Inc., wlo attachments 􀁓􀀺􀁜􀁇􀀮􀁮􀁥􀁲􀁡􀁾􀁇􀀰􀀴􀁃􀁏􀁒􀁒􀁬􀁇􀀴􀀭􀀱􀀰􀁕􀁔􀁜􀁁􀁄􀁄􀁉􀁓􀀰􀁎􀁜􀀲􀀰􀀰􀀴􀁜􀁯􀀲􀀷J'12 Parcel 3 and 3TEA. ED proceeding Midway at Keller Springs.doc 411 Elm Street, 4th Floor Dallas, Texas 75202 214-653-7151 DALLAS COUNTY PUBLIC WORKS June 3, 2004 Mr. Mike Murphy, P.E. Town ofAddison 16801 Westgrove Drive Addison, Texas 75001-9010 Subject: Congestion Mitigation Air Quality Control (CMAQ) Program Notice of Condemnation Action for Parcel 3 and 3TEA -(project 12) Dear Mr. Murphy: Attached, please find that Dallas County is preparing to acquire through condemnation proceedings Parcel 3 and 3 TEA, located at the intersection of Midway Road at Keller Springs in the Town of Addison. Dallas County is the local sponsor for this "Off System" intersection and at this time no additional funds are needed to continue the acquisition process. If you have any questions or concerns regarding the provided materials, please contact this office at 214-653-7460 or Sam Wilson at 214-653-6421. Sincerely, 􀁏􀁵􀁵􀀻􀀯􀁾􀀠Craig J. Goodroad Program Manager Attachments: I. Copy of memo from Selas C. to Craig G. dated 5/27/04 2. Copy ofmemo from Sam W. to Selas C. dated 6/3104 3. Copy ofsigned and sealed legal and plat dated 6/4/99 4. Copy of Temporary retaining wall construction Area "A" dated 9/15/03 cc: Sam Wilson, P.E., Assistant Director, Transportation and Planning, wlo attachments Suja Mathew, P.E., TxDOT Roadway Design, wlo attachments Steven Chutchian, P.E., Town ofAddison, wlo attachment S6las Camarillo, P.E., R.P.L.S., Dallas Co. Asst. Dir., Property Div., wi attachments(original) Sid Horner, Dallas County Senior Right of Way Agent, wlo attachments Craig Marek, Dallas County Chief Property Appraiser, wlo attachments Eric Starnater, P.E., Carter & Burgess, Inc., wlo attachments S:IGenera!\G04CORR\G4-10UnADDISONI20041027_P12 Parcel 3 and STEA. ED proceeding Midway at Keller Springs.doc 411 Elm Street, 4th Floor Dallas, Texas 75202 214-653-7151 Dallas County Public Works DATE: May 27,2004 MEMORANDUM: TO: Craig Goodroad Pj/J 6h}u'l CMAQ Program Manager, Transportation and Planning THROUGH: Sam Wilson, p.1f.d 􀁾􀁜􀀠( J...,\HULV J Assistant 􀁄􀁩􀁲􀁥􀁣􀁴􀁯􀁲􀁾􀁜􀁨􀀮􀁡􀁮􀁳􀁰􀁯􀁲􀁴􀁡􀁴􀁩􀁯􀁮􀀠and Planning FROM: Selas Camarillo, P.E., R.P.L.S. #/Assistant Director -Property Division SUBJECT: Plates) and Conveyance(s) for Condemnation Action Project: Limits: Parcel: CMAQ #12 9l-835100835B (Midway Road @Keller Springs Road) 3 & 3-TEA AGENT: Carter Ferguson We are preparing to transmit to the District Attorney the necessary information required for acquisition of the referenced parcel through the courts. Attached are the plates) and conveyance(s) which we have been furnished to define the property and/or property rights to be acquired. We are unaware of any additional requirements related to this parcel; however, if any additional requirement exists it will be necessary to furnish a pial, field notes and the purpose of the requirement. Please review the material we have furnished and advise us within the next five days as to its completeness and accuracy, together with any additional requirements that may exist. Driveway adjustments require field notes and a plat when the parcel is secured through the eminent domain procedures. Please expedite your reply. Attachments #12.03}Houillion Family LP.} -ED Eng. req. & rep. form Irev.! (5127104) Dallas County Public Works DATE: _6btr MEMORANDUM: TO: Selas Camarillo, P.E., R.P.L.S Assistant Director -Property Division FROM: Sam Wilson, P.E. Assistant Director ofTransportation and Planning SUBJECT: Plat(s) and Conveyance(s) for Condemnation Action PROJECT: CMAQ #12 91-835/00835B (Midway Road @Keller Springs Road) PARCEL: 3 & 3-TEA AGENT: Carter Ferguson 􀁛􀀱􀁙􀁬􀀢􀁨􀁦􀁬􀁥� �􀁩􀁥􀁷􀁥􀁤􀀠the attached field notes and plat(s) and find that they are correct, complete and no additional requirements are needed ofthis parcel for completion of this project. o Attached are the revised field notes and plat(s) dated that are correct, complete and no additional requirements are needed ofthis parcel for completion of this project. 􀁯􀀠 Attached are field notes and plat(s) for the additional requirements needed ofthis parcel for completion of this p!;9ject. 􀁾􀁾􀀿􀁊􀀧􀀠􀁻􀁾􀁊􀁾􀀠 Sam Wilson, P.E. Assistant Director of Transportation and Planning • #12.03 [Houillion Family L.P./-ED Eng. req. & rep. form [rev.} (512710 4) " EXHIBIT "A" County Dallas Page 1 of 2 Parcel 􀁾􀀠 0-15Highway Intersection of Keller Springs Road at Midway Road June 4, 1999 CSJ: Account: Legal Land Description for Parcel 􀁾􀀠BEING 392.77 square meters [4228 square feet] of land in the David Myers Survey, Abstract No. 923 in Dallas County, Texas and being a portion of that 2.86431 hectares [7.0780 acres] parcel of land conveyed to Lanny Houllion (Houllion tract) as recorded in Volume 93035, Page 0038 of the Deed Records of Dallas County Texas (D.R.D.C.T.), said Houllion tract being Lot A of the Beltwood North-Midway Addition as recorded in Volume 80003, Page 0738 of the Map Records of Dallas County Texas (M.R.D.C.T.), said 392.77 square meters [4228 square feet] of land, being more particularly described by metes and bounds as follows: COMMENCING at an "X" cut found at the southwest corner of said Houllion tract, THENCE, North 00 degrees 07 minutes 35 seconds West, along the west property line of said Houllion tract, for a distance of 97.535 meters [[320.00 feet] to the northWest corner of said Houllion tract on the existing south right-of-way line of Keller Springs Road, THENCE, North 89 degrees 52 minutes 25 seconds East, along the north property line of said Houllion tract and the existing south right-of-way line of Keller Springs Road, for a distance of 105.895 meters [347.42 feet] to a one half inch iron rod with cap marked AB&A set for corner on the new southerly right-of-way line of Keller Springs Road, being the Point of Beginning of the tract of land herein described; 1. THENCE, North 89 degrees 52 minutes 25 seconds East, continuing along the north property line of said Houllion tract and the existing south right-of-way line of Keller Springs Road, for a distance of 147.854 meters [485.08 feet] to the most northerly northeast corner of said Houllion tract; 2. THENCE, South 58 degrees 17 minutes 03 seconds East, a distance of 10.192 meters [33.44 feet] to a one half inch iron rod with cap marked AB&A set for corner on the existing west right-of-way nOe of Midway Road and the new southerly righl-ofway line of Keller Springs Road; 3. THENCE, North 79 degrees 46 minutes 24 seconds West, along the new southerly right-of-way line of Keller Springs Road, for a distance of 4.523 meters [14.84 feet] to a one half inch iron rod with cap marked AB&A set for comer; 4. THENCE, South 89 degrees 45 minutes 31 seconds West, continuing along the new southerly righl-of-way line of Keller Springs Road, for a distance of 31.315 meters [102.74 feet] to a one half inch iron rod with cap marked AB&A set for corner; Page 1 of 3 EXHIBIT "N' County pallas Page2of2 􀁐􀁡􀁲􀁯􀁥􀁬􀁾􀀠0-15Highway Intersection of Keller Sorings Road at Midway Road June 4,1999 CSJ: Aooount: Legal Land Description for Parcel 􀁾􀀠5. THENCE, North 87 degrees 07 minutes 38 seconds West, continuing along the new southerly right-ot-way line of Keller Springs Road, for a distance of 34.559 meters [113.38 feet] to a one half Inch iron rod with cap marked AB&A set for corner; 6. THENCE, North 88 degrees 15 minutes 14 seconds West, continuing along the new southerly right-of-way line of Keller Springs Road, for a distance of 86.282 meters [283.08J to the Point of Beginning. The above described tract of land contains 392.77 square meters [4228 square feet] of land more or less. A plat of even survey date herewith accompanies this legal description. The basis of bearings for this intersection is the north property line of Volume 97251, Page 2877 D.R.D.C.T. All dimensions are in meters unless otherwise noted. English units are given for information only. Company Name: Arredondo, Brunz & Associates, Inc. By: 􀁾􀁴􀀮􀀩􀀩􀁾􀀠. Date: t:-Oq, -o;e;Surveyor's Name: Eddie L. Dunn R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 4.580 . Page 2 of 3 LANNY HOULLION VOL. 93035,PG. 0038 D.R.D.C.T. PAACf:L .3 77 sq.m. S.'.l CRAPHlC SCil.E o 10 20 JO I I I ! SCN..E • l' tOOO Nas' 52'25''[ EXISTING R.O,W. as.2B2mC283.0S'l 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭� �􀁊􀀮􀀱􀀴􀁭􀁣􀁊􀁏􀀮􀀰􀀰􀀱􀁬􀁡􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭LOT A BELTWOOD NORTH -MIDWAY VOL.80003,PG.0738 M.R.D.C.T. "X" cur F'OUNO LEGEND I)CI.7t\HO 􀁾􀀦􀁹􀁬􀁉􀁈􀁉􀀭􀁾􀁾􀀭􀁾􀂷􀀭􀂷􀁾􀀭HtW tooKr..QF.WAT IJIrU EXHIBIT WBW 0: 340.00 1956.80 $42.92 S83, $446. 􀀤􀁾􀀠I 360 5017 ICONC PAV ;PCOlt200 MMI ' $IS. 11' 􀁾􀀢􀀠IE'􀁾00 El I􀀧􀁾􀁾􀀮􀁾􀀢􀀬􀀧􀁓􀀬􀀭􀀭􀁍􀁁􀁟􀁬􀁌􀁟􀁉____􀀭􀀫􀀭􀀭􀀭􀀭􀀽􀀢􀀦􀀭􀀫􀀭􀀭􀀺􀀧􀁾􀁭􀀭􀁉􀀭􀁟􀀪􀁉􀀭􀀭􀀺􀀢􀀬􀀤􀀧􀁩􀀧􀀱􀀱􀁾􀁾􀀻􀁾􀀷􀀬􀀬􀀬.. B!S°:o-J 502 􀁾􀁾􀁾􀁩􀀠􀁾􀀮􀁾􀀩􀁓􀁾􀁾 􀁾􀁍􀁁􀁾􀀡􀀨􀁾􀁉􀁎􀁌􀁌􀁅􀁾􀁬􀁮􀁾􀁾􀀽􀀽􀀽􀀽􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀽􀀽􀁾􀁭􀀽􀁾􀁾􀁾􀁾􀁴􀀠LS3ll 5001 􀁾􀁎􀀠􀁲􀀱􀁓􀀰􀁾􀀠$36, 􀀤􀁾!L 5011 PVC), I MM} $12, $275: 500 500 ("51 . rotal CMAQBK.l00%(3).XLS Midway Road Conldor Int6rseetlon Impro'l8fMnts Dolgn Cost Estimate Design, Consttuc:tfon, and R.O.W. 􀁁􀁣􀁱􀁵􀁾􀁴􀁴􀁬􀁯􀁮􀀠 Mldwl.'lY at Koller Springe CMAQBK.100%(3}..xL.S Mldwoty Road ComOOf' Intol'Soc.tlon Impl'Owments 00a19n Coat Eatlmate Ooslgn, Constructlon, and R.O.W. AcquIsItIon Midwoty lilt SoJourn CMAOOK100%(3),xtS TOTALS TOTALS: McEWEN $127,564.60 SPRING VALLEY . $628,993.72 LINDBERGH $119,424.37 KELLER SPRINGS $506,954.60 SOJOURN $299,950.46 JOB TOTAL $1,682,887.77 CMAQBK.100%(3).xLS Midway Road Corridor Intersection In Design Cost Estimate DesIgn, Construction, and 􀁒􀀮􀁏􀁾􀁗􀀮􀀠Acquisition Midway at McEwen 􀁾Due. Code Item Unit Ulllt Price 􀁾􀀠I 100 6002 PREP ROW K :.12 O. 104 6001 M 10.00 62.0 104 6005 •CONC M 12.00 182.0 104 5009 REMOV.CONC (SDWLK1 M 10.00 38.0 104 5016 , CONC , I WALLl M $60.00 39. 160 5002 FU IAN!) PLAC TPSLCCL 21 M' $1.90 186.0 $6.905.19 $? 34BAO $98.87110 5001 􀁾􀀠I f!I $3.00 33.0 􀁾􀁾􀁾􀀠􀁾􀁓􀁏􀁄􀀠􀁾􀀢􀀭􀀭􀀭􀀭􀀭􀀭􀁴􀀭􀀭􀀭􀀢􀁾􀁍􀁾􀀲􀀧􀀭􀀧􀀭􀀭􀀭􀀫􀀭􀀭􀀧􀁾􀀤􀀴􀀵􀀮􀀠􀀫􀀭􀀭􀀧􀀭􀁾􀁾􀁾􀁾􀀠360 􀁾􀁃􀁕􀁒􀁂􀀠T 􀁾􀀠360 117 CONC PAV· I MM) 2 i.O S 400 5003 ISTRUCT I ULV SMAI : \ f!I $6.00 23.1 􀁾􀀢􀁁􀀢􀀢􀀠42 500 !REIA1NINGWALl(C El i 76 􀁾􀀠46 500 IRCPiPifiC[ 1111 16 46 500 􀁾􀀨􀁃􀁏􀁍􀁐􀁌􀀩􀀨􀁔􀁙􀁃􀀩􀀠::;;;< -t--,*,*􀀲􀁾􀀠'. 49 500 􀁾􀁖OLD 51 I (INLET) A. 2 502 5001 , SIGNS AND TRAF I a 1.u 531 5002 I:􀁋􀁾􀀠M $10.00 36.0 536 500 <::QNc: I $30.. 1061 501 CONDl 140: (75 MMJ J;16.' 􀁾􀀠07: 1Y 􀁾􀀠(W) WORe 􀁾􀀱􀀠0 1. .195. : 672 '!AlB PAY MRKR . B IEFl IV I 17.0 $42.5 􀁾􀀲􀀠,PAVM 􀀮􀁂􀀮􀁾􀁾􀁾􀁾______􀁾􀁾􀁾􀀴􀀭􀀭􀀭􀀭􀀷􀁾􀁈􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀁾􀀤􀀲􀀱􀁾􀀩􀀸􀁈􀁏􀁾􀁐􀁁􀀢􀁍􀀠'-,I-A $ao 1-;;:;;;-+__􀀵􀁾􀁾􀀰􀀠PAl' M • 􀁾􀀠$22; 􀀬􀀭􀀭􀀭􀀭􀀻􀁾􀀫􀀭􀁾􀀵􀀰􀀻􀀮􀀭􀀺􀀺􀀠􀀺􀁾􀀢􀀠I.'ifll----+--fi-f!l-+-...., 􀀻􀀮􀀺􀀻􀀻􀀻􀀼􀀫􀀭􀀭􀁾􀀺􀁴􀀭􀁾􀀤􀁾􀀱􀀬􀁾􀀠PAY !R 'PI Fil EA 1.00 PAY ' I"KI I MRK! EA 1.00 6& 5001 I F HWY 'R! : SIG I LATED1 $' 􀀤􀀱􀀱􀁾􀀧􀀠􀁦􀀭􀀢􀀧􀁳􀁡􀀻􀀡􀀲􀁾􀀫􀀭􀀮􀀮􀀮􀀬􀀵􀁾􀁏􀁏􀁉􀀲􀀧􀀭􀀭􀁴􀀮􀀺􀁩􀀠IS lEC lOOMMI 􀀢􀀬􀀬􀀭􀀭􀀭􀀫􀀭􀁾􀀭􀁬􀀭􀀮􀀮􀀮􀀮􀀻􀀤􀀠1.01 1 􀁾􀀢􀀠l2;;:-t--' D 5)( i SEC : IN 1 ::J.;l______􀀫􀀭􀀻􀁾􀁟􀀫􀀭􀀭􀀭􀀧􀁔􀀮􀁩􀀠H-' :PLATE 􀁬􀀨􀀳􀀰􀀰􀁾􀀱􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀢􀀢􀁣􀁟􀀴􀀭􀀭􀀭􀁾􀀠Sm"IB, (PLATE7-+-"* 'SIG :BL (1 DR)(16 ""----4--';7--+--6HI 688 5433 6006 'SIG :BL DR){16 􀁾􀀴􀀱􀀮􀀠􀀻􀀺􀁾􀁾􀁾􀁾􀀳􀀮􀀴􀁍􀁊􀁉􀁕􀁍􀀠􀁾􀀳􀀮􀀠􀁾􀀠5002 􀁇􀁾􀀧􀁂􀁉􀁎􀁊H1Y2) 􀁾􀀱􀁾􀁾􀁾􀁾􀀺􀁾􀀠5001 􀁉􀁓􀁾􀁓􀀠'A $2.115.0C ISUBTOTAL 1. 1. $1 )00.0 $: 115.00 􀁓􀀱􀀱􀀵􀁾􀀠􀁾􀀽􀁴􀀽􀁝􀁾􀀵􀀰􀁤􀁛􀁏􀁬􀁾􀁾􀁾􀁾􀁾􀁾􀁛􀁀􀁾􀁉􀁾􀀠IT@10%ALLIl 􀁬􀁾􀁳􀁬􀀺􀀺􀀺􀀺􀀺􀁴􀀺􀀺􀀺􀀺􀁪􀀺􀀺􀀺􀀺􀀺􀀺􀁪􀀺􀀺􀀺􀀺􀀺􀁩􀁊􀁭􀁬􀁳􀁾􀀢􀁾􀀱􀀺􀀧􀀮􀀵􀁾􀁾􀁵􀀮􀁾􀁂􀀠CMAQBK.l 00%(3).XL5 Midway Road Corridor lnter5eeUon fmpTOwmenta DesIgn Cost Estimate Design, Construction, and R.O.W. Aeq.ulsttlon MIdway at Spring Valley CW\QBK.100%(3).XLS Midway Road Corridor fntersectlon Improvements Design Cost Estimate DesIgn. Construction, and R.O.W. Acquisition Midway .t Lindbergh 11 5011 􀁾􀀠11 $956.8 11 5004 , & lOR ASPH PAV Ie 2\ VAR DEP '12.9 110 5001 IN (RDWY\ ;3.0 􀁾􀀮􀁏􀀠l3.8 .160 5002 IFURN AND PLAC; TPSL,(CL 2) 1150MMl M ,1.90 235.0 $446.50 162 5008 􀁾􀀠M' 1$2),'005800 235.0 $606.30MO 􀁾􀀠􀁾____________􀀫􀀭􀁾􀁍􀁇􀁾􀁒 􀀫􀀭􀁟􀀠􀁾􀀮􀁵􀀢􀁾___􀁾􀀲􀁾􀀻􀀲􀁾􀀡􀀧􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀠360 50 M 77.0 􀀮􀁊􀁾􀀠360 501 ONC PAV, ) MM) M $45:00 117.0 7 $1. $: I I (EST @10% ALL ITEMS)!-,50=-O-+-"""",5001'---f.ll CMAQBK.100%(3).XLS M!dway Road Corridor tnt&r&&ctlon fmprovements Design Cost 􀁅􀀦􀁕􀁭􀁡􀁾􀀠Design, Con8truetlon, and RO.W. AcquIsition MIdWay at Keller Springs CMAOBK.100%(3).XlS Midway Road CorrIdor Intersection Improvements 08Slgo Cost EsUmat. Oaslgn. Construc:tlon. and R..O.W. AcquIsition Midway at SoJOUIl.l CMAQBK.100%(3),XI.S TOTALS TOTALS: McEWEN $127,564.60 SPRING VALLEY . $62It,993.72 LINDBERGH $119,424.37 KELLER SPRINGS $506,954.60 SOJOURN $299,950.46 JOB TOTAL $1,682,887.77 CMAQBK.100%(3).xLS EXHIBIT "A" County Dallas Page 1.of2 Parcel.2 0-15Highway Intersection of Keller Springs Road at Midway Road· June 7,1999 CSJ: Revised: May 15,2003 Account: Field Note Description for Parcel .2 BEING 179.12 square meters [1,928 square feet] of land in the David Myers Survey, Abstract No. 923 in Dallas County, Texas and being a portion of that 1.21646 hectares [3.0060 acres] parcel of land as described as Tract II in a deed to M & F DEVELOPMENT COMPANY, INC. (M & F tract) as recorded in Volume 90081, Page 3202 of the Deed Records of Dallas County Texas (D.R.D.C.T.), said M & F tract being in Lot 2 of the Midway Park No.2 as recorded in Volume 83035, Page 1180 of the Map Records of Dallas County Texas (M.R.D.C.T.), and being more particularly described by metes and bounds as follows: . . BEGINNING at an "X" cut on concrete found at the southwest corner of said M & F tract on the existing west right-of-way line of Midway Road, 1. THENCE, North 33 degrees 21 minutes 06 seconds West, along the west property line line of said M & F tract and said existing east right-of-way line of Midway Road, for a distance of 82.987 meters [272.27 feet] to a one-half inch steel rebar with yellow plastic cap marked "A.Z.B: set for the intersection of said existing east right-of-way line of Midway Road and the existing south right-of-way line of Keller Springs Road as described in Volume 97009, Page 03547 D.R.D.C.T.; 2. THENCE, North 56 degrees 37 minutes 56 seconds East, along said existing south right-of-way line of Keller Springs Road, a distance of 5.533 meters [18.15 feet] to an "X" cut on concrete set for corner on the new easterly right-of-way line of Midway Road; 3. THENCE, South 33 degrees 21 minutes 18 seconds East, along the new easterly right-of-way line of Midway Road, for a distance of 1.182 meters [3.88 feet] to a onehalf inch steel rebar with yellow plastic cap marked "A.ZB." set for corner; 4. THENCE, South 25 degrees 05 minutes 29 seconds East, continuing along said new easterly right-of-way line of Midway Road, a distance of 22.379 meters [73.42 feet] to a one-half inch steel rebar with yellow plastic cap marked "A.Z.B." set for corner; 5. THENCE, South 31 degrees 39 minutes 26 seconds East, continuing along said new easterly right-of-way line of Midway Road, a distance of 59.687 meters [195.82 feet] to an "XU cut on concrete set for corner; EXHIBIT "A" County Dallas Page 2.of2 Parcel 2 D-15Highway Intersection of Keller Sorings Road at Midway Road June 7,1999 CSJ: Revised: May 15, 2003 Account: . Field Note Description for Parcel 2 6. TH'ENCE, South 56 degrees 41 minutes 04 seconds West, continuing along said new easterly right-ot-way line of Midway Road, a distance of 0.553 meters [1.81 feet] to the POINT OF BEGINNING. The above described tract of land contains 179.12 square meters [1,928 square feet] of land more or less. A plat of even survey date herewith accompanies this legal description. The basisof bearings for this intersection is the north property line of Volume 97251, Page 2877 D.RD.C.T. All dimensions are in meters unless otherwise noted. English units are given for information only. Date: 􀁾􀀢􀀮􀀮􀀮􀁌􀀮􀀧􀀭􀀧􀀭􀀫􀀭􀀬􀀭􀁌􀀯􀁟􀀨􀀻􀀻􀁾􀀬􀀭􀀲􀁟􀀰􀀭􀀭􀀺􀀻􀀻􀀮􀁏􀁾Surveyor's Na : John F. Pierce, RP.L.S. Registered Professional Land Surveyor Texas Registration No. 2011 ----,k.; tt F DEVElCPM:Et<:T CC"';P.6J.:Y.IN('. vel. 9GG81, PG. 3?G? lD.R.D.C.T. , GRAPHIC SCAlE a 10 20 30 40m I I I I I! SC.... E -l' 1000 KELLER SPRINGS ROAD '--/;""rI I \ \ IN CONC:,..,'-'-"'I 􀁾i>s ItN58' 37'56' 5.533 """-S33" 21'18"E (\8.15'J \,';:::lI:;:-1.182ml:3.88'J LOT 2. MIDWAY PARK NO. 2. ADDITION VOL. 83035. PG. 1180 PARCEL 2 􀁾􀀭􀁟􀀱􀀷􀀹􀀮􀀱􀀲􀀠sq.m. 0.928 S.F.J S31" 39'26"£ I 59.B67m I ,\'95.82') \ \ D.R.D.C.T. DAVID MYERS SURVEY M '" F DEVELOPMENT ABSTRACT NO. HOTEl AlL DIMENSIONS SHOWN AIlE 1N METERS UNLESS OlMOWISI NonD. BASI5 Of 81A1dNG fOIl nus JNTlI5IC't10N IS Ttl, NOIlJH PROPnrt UN! OJI VOl.. 􀀹􀀱􀀲􀀵􀀧􀀱􀁾􀀠PO_ 28'17 DJ.D.C.f•.g;c: .§ A IZOA1. DESCRJP'OON AT IYIN IUlNIY OAn i' HUEWnH 􀁾􀁬􀁩􀁓nus PLAT. 􀁾􀀠INGUSH UNIT5 AU PROVlDID fORQ '" 􀁾􀀠" " IJiGEND:3 N 􀁾􀀠1" i '" ODUtnT IfNI CONTlOl. QI' A«m UNt <::, IUIYIY um :i ...,,"'" d ci 􀁾􀀠........ "mucrvu --Ill--+-x--x; h 􀀢􀀢􀀢􀀢􀁾􀀠CAl' MAlD1t '"AD".SI1' Vi UNWI OJHDWISII NOrm. 0 􀁾􀀠SIT.u .. 􀁾􀁁􀁗􀁍􀁉􀁾􀁉􀁊􀁍􀀠tlUlIC $IT ON '1'0" O' ;:: A se-u.CH lION ItOb.. //''X'' CUT SET /" ",. "c1 􀀺􀀭􀁍􀁩􀁁􀁂􀁌􀁅􀁾􀀧􀁄􀁔􀁾􀁒􀀮􀁏􀁾􀁾___􀁾􀁾􀀠f TEXAS TURNPIKE AUTHORITY VOL. 97009, PG. 03547 n.R.D.C.T. I 􀁲􀀧􀁾􀁉􀁌􀁉􀁪􀁊􀁌􀁒􀁏􀀧􀁉􀀧􀁌􀁉􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭S 􀁾It\ 􀁾-;, 􀁾􀀠,,/'lI\11 110' 1 COMPANY. INC.923 Tract II VOL. 90081. PO. ,3202 D.R.D.C.T. 556" 41'04"W O.553m[t61'J "X" CUT FD IN CONC. A PLAT OF A SURVEY OF A 179.12 sq.m. [1,928 S.F.] TRACT OF LAND IN THE DAVID MYERS SURVEY' ABSTRACT NUMBER 923 AND BEING PART OF LOT 2 OF THE MIDWAY PARK NO.2 ADDITION CITY OF CARROLTON DALLAS COUNTY, TEXAS PJRCEJ.. 2 MAP CHECK TRAVERSE/CLOSURE AND AREA . Tract name P2-KM Origin : Northing /Easting 13,897.671 14,102.466 Course 1 : Northwest Azimuth/Distance • 33" 21' 6.0" W , 82.987m 272.267' Delta North/Delta East 69.320 -45.624 Northing /Easting 13,966.991 14,056.842 Course 2 : Northeast Azimuth/Distance N 56' 37' 56.0" E , 5.533m 18.153' Delta North/Delta East 3.043 4.621 Northing /Easting 13,970.034 14,061. 463 Course 3-: Southeast Azimuth/Distance S 33" 21' 18.0" E , 1. 182m -3.878' Delta North/Delta East -0.987 0.650 Northing /Easting 13,969.047 14,062.113 Course 4 : Southeast Azimuth/Distance S 25' 5' 28.6" E , 22.379m 73.422' Delta North/Delta East -20.267 9.490 Northing /Easting 13,948.780 14,071. 603 Course 5 : Southeast Azimuth/Distance S 31' 39' 26.3" E, 59.687m 195.823' Delta North/Delta East -50.806 31. 326 Northing /Easting 13,897.974 14,102.929 Course 6 : _Southwest Azimuth/Distance S 56" 41' 3.6" W , O.553m 1. 814' Delta North/Delta East -0.304 -0.462 Northing /Easting 13,897.670 14,102.466 TOTAL LENGTH OF TRAVERSE = 172.321 m CLOSURE N 34" 19' 43.7" W O.OOlm 0.003' Ratio : 1 in 208,638 Parcel Area = 179.111 SQ. METERS Parcel Area = 0.0179 HECTARES EXHIBIT "A" County Dallas Page 10f 2 Parcel 2 0-15Highway Intersection of Keller Springs Road at Midway Road· June 7,1999 CSJ: Revised: May 15, 2003 Account: Field Note Description for Parcel 2 BEING 179.12 square meters [1,928 square feet) of land in the David Myers Survey, Abstract No. 923 in Dallas County, Texas and being a portion of that 1.21646 hectares [3.0060 acres) parcel of land as described as Tract II in a deed toM & F DEVELOPMi::NT COMPANY, INC. (M & F tract) as· recorded in Volume 90081, Page 3202 of the Deed Records of Dallas County Texas (D.R.D.C.T.), said M & F tract being in Lot 2 of the Midway Park No.2 as recorded in Volume 83035, Page 1180 of the Map Records of Dallas County Texas (M.R.D.C.T.), and being more particularly described by metes and bounds as follows: . . BEGINNING at an "X" cut on concrete found at the southwest corner of said M & F tract on the eXisting west right-of-way line of Midway Road, 1. THENCE, North 33 degrees 21 minutes 06 seconds West, along the west property line of said M & F tract and said existing east right-of-way line of Midway Road, for a distance of 82.987 meters [272.27 feet) to a one-half inch steel rebar with yellow plastic cap marked "ALB." set for the intersection of said existing east right-of-way line of Midway Road and the existing south right-of-way line of Keller Springs Road as described in Volume 97009, Page 03547 D.R.D.C.T.; 2. THENCE, North 56 degrees 37 minutes 56 seconds East, along said existing south right-of-way line of Keller Springs Road, a distance of 5.533 meters [18.15 feet) to an "XU cut on concrete set for corner on the new easterly right-of-way line of Midway Road; 3. THENCE, South 33 degrees 21 minutes 18 seconds East, along the new easterly right-of-way line of Midway Road, for a distance of 1.182 meters [3.88 feet] to a onehalf inch steel rebar with yellow plastiC cap marked "A.Z.B." set tor comer; . 4. THENCE, South 25 degrees 05 minutes 29 seconds East, continuing along said new easterly right-of-way line of Midway Road, a distance of 22.379 meters [73.42 feet] to a one-half inch steel rebar with yellow plastic cap marked "A.Z.B." set for corner; 5. THENCE, South 31 degrees 39 minutes 26 seconds East, continuing along said new easterly right-at-way line of Midway Road, a distance of 59.687 meters [195.82 feet) to an "X' cut on concrete set for corner; . . EXHIBIT "Au County Dallas Page2.of2 Parcelg 0-15Highway Intersection of Keller Springs Road at Midway Road June 7,1999 CSJ: Revised: May 15, 2003 Account: Field Note Description for Parcel g 6. TH'ENCE, South 56 degrees 41 minutes 04 seconds West, continuing along said new easterly right-ot-way line of Midway Road, a distance of 0.553 meters [1.81 feet] to the POINT OF BEGINNING. The above described tract of land contains 179.12 square meters [1,928 square feet] of land more or less. A plat of even survey date herewith accompanies this legal description. The basis' of bearings for this intersection is the north property line of Volume 97251, Page 2877 D.R.D.C.T. All dimensions are in meters unless otherwise noted. English units are given for information only_ Date: 􀀭􀁌􀀮􀀮􀀺􀀧􀀧􀀫􀀺􀁌􀀮􀀡􀀮􀀮􀁦􀀭􀀭􀀭􀀺􀀭􀀬􀀺􀀯􀁟􀁃􀀻􀀻􀀭􀁤􀀽􀀺􀀭􀀲􀁟􀁖􀀭􀀽􀀭􀀽􀀽􀀺􀁏􀁾Surveyor's Na : John F. Pierce, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 2011 I EXHIBIT "B" M 􀁾􀀠F DEVELOPMENT CCj."ANY. INC. vel. 90061, PG. 3202 D.R.D.C.T. SCOlA) CRAPHlC SCM-E o 10 20 30 40m I I I I ! SCAlE -1: 1000 KELLER SPRINGS ROAD:all!􀁟􀁗􀀱􀁄􀀺􀁾􀁏􀀮􀁗_____􀁾􀁾􀀠f __t__ 􀀨􀁾􀁯􀁴􀀠To DAVID MYERS ABSTRACT NO. Hom AU. DfMlJWOHS .MOWN AU IN MmRS UNlS5 0lHEflW1S1 NOIlO. D.I.D.C.T. A "'0,", PIKRIPnOH AT MN SUIlVEY DATI HIRlWI1'H I\.CCOMPAfr,l11$ tHIS PlAT. INI'ORMAnON ONLY, LEGEND --111--T-x--xI-:PI.ASf1( CA.I' IiIIAIIQl) "'AXr.'1f iii VNLI.$1 􀁾H<:m.D. 0 􀁾􀀠In &I). 'taDOJ A.LUMINUM PtSl( m ON TOt' or e; A H-INQt lION 100 Q Kf ID.. l.dIOf QONU 􀁾5D' IN COI«Zl'l1: ",/" "..; TEXAS TURNPIKE AUTHORiTY r VOL. 97009.PG. 03547I O.R.O.C.T. I : 􀁬􀁾􀁉􀁬􀀧􀁪􀀡􀁩􀀮􀀮􀀦􀁑􀀬􀀮􀀮􀀢􀀡􀀧􀁩􀂷􀀭􀀭􀂷􀂷􀀭􀂷􀂷􀀭􀀭􀀭􀀭􀀭SUIt"\􀁾􀁾II \ .,/􀁾􀁜􀀢􀁜􀁾􀀠􀁾􀀨􀀩􀀮􀀠\ "X" CUT SET ./'" • 􀁾C IN 􀁥􀁏􀁎􀁾􀀮􀀯􀂷􀀠"', ty, S "\ It 􀀧􀀭􀀮􀀢􀀢􀀬􀀬􀀬􀀮􀂷􀁟􀁓􀀳􀀳􀁾􀀠21'18"£1\ 1.182mC3.88·] LOT 2 MIDWAY PARK NO.2 ADDITION VOL. 83035, PG. 1180 D.R.D.C.T. SURVEY 923 PARCEL 2 ._--.179.12 $q.m. [1.926 S.F.J M 􀁾􀀠F DEVELOPMENT COMPANY. INC. Tract II 531-39'26"E I S9.667m I ,{195.62'] \ \ VOL. 90081, PG. 32Q2 D.R.D.C.T. S56" 41'04"W O.SS3mC1.81'J >IX" CUT FO IN CONe. A PLAT OF A SURVEY OF A 179.12 sq.m. [1,928 5.F.] TRACT OF LAND IN THE DAVID MYERS SURVEY ABSTRACT NUMBER 923 AND BEING PART OF LOT 2 OF THE MIDWAY PARK NO.2 ADDITION CITY OF CARROLTON DALLAS COUNTY, TEXAS PNlCEL 2 MAP CHECK TRAVERSE/CLOSURE AND AREA 'Tract name P2-KM Origin : Northing /Easting 13,897.671 14,102.466 Course 1 : Northwest Azimuth/Distance N 33" 21' 6.0" W , 82.987m 272.267' Delta North/Delta East 69.320 -45.624 Northing /Easting 13,966.991 14,056.842 Course 2 : Northeast Azimuth/Distance N 56" 37' 56.0" E , 5.533m 18.153' Delta North/Delta East 3.043 4.621 Northing /Easting 13,970.034 14,061.463 Course 3 : Southeast Azimuth/Distance S 33" 21' 18.0· E , 1. 182m . 3.878' Delta North/Delta East -0.987 0.650 Northing /Easting 13,969.047 14,062.113 Course 4 : Southeast Azimuth/Distance S 25" 5' 28.6" E 22.379mI 73.422' Delta North/Delta East -20.267 9.490 Northing /Easting 13,948.780 14,071. 603 Course 5 : Southeast Azimuth/Distance S 31" 39' 26.3" E, 59.687m 195.823' Delta North/Delta East -50.806 31.326 Northing /Easting 13,897.974 14,102.929 Course 6 : Southwest Azimuth/Distance S 56" 41' 3.6" W , 0.553m 1.814' Delta North/Delta East -0.394 -0.462 Northing /Easting 13,897.670 14,102.466 TOTAL LENGTH OF TRAVERSE = 172.321 m CLOSURE N 34" 19' 43.7" W O.OOlm 0.003' Ratio : 1 in 208,638 Parcel Area = 179.111 SQ. METERS Parcel Area = 0.0179 HECTARES ----Parsons CMAQ Program Office Brinckerhotl 1701 N. Market Street Suite 410 Dallas, TX 75202 =--""1'00 214-747-6336 YEA"S .. Fax: 214-741-1937 cmaq@onramp.net November 17, 2000 Mr. Steven Z. Chutchian, P.E. Town of Addison 16801 Westgrove Drive Addison, Texas 75001-9010 Subject: Congestion Mitigation Air Quality (CMAQ) Program Signature Of Final Plans For Project 29 (4 Intersections) Dear Mr. Chutchian: We have received the final plans for CMAQ Project 29 in your City. The plans have been reviewed by the PM/E for format and completeness and are ready for PS&E assembly and submittal to TxDOT -Austin for bid letting. The CSJ, intersection name, and City are shown below: CSJ Number Intersection Name City 091 8-45-355 Coit Road at Frankford Road Dallas 091 8-45-355 Frankford Road at Dallas North Tollway Dallas 091 8-45-355 Trinitv Mills Road at Dallas North Tollway Dallas 0918-45-355 Keller Sprinqs Road/Knoll Trail at Dallas North Tollwav Dallas A paper copy of the plans is attached for your review and files. We sent the plans to TxDOT without the signed title sheet for checking and placement on the letting schedule. The attached mylar cover sheet is enclosed for signature. We request you obtain the signature from your Director of Public Works on the title sheet and return immediately so we can proceed with this project. The signature should be made using a "Sharpie" like pen with black permanent type ink. If you have any other questions about this matter, please call me at 747-6336 ext. 26 or Jack Loggins at ext. 28. Sincerely, 􀀴􀀬􀀺􀀺􀀺􀁥􀁭􀁾􀁾􀀮􀀠􀁾􀁾􀀯􀁾􀁴􀁡􀁾􀀻􀁡􀁭􀀠Manager Attachments: 1.) Mylar Cover Sheet -.1 each 2.) Paper Copy of Sealed Plans -2 Sets 3.) Cost Estimates -2 sets 4.) Contract Time Estimate -2 sets 5.) Civil General Notes -2 sets 6.) Traffic General Notes -2 sets cc: Don L. Cranford, P.E., Dallas County, Asst. Dir., Trans. & Plan., w/o attachments Moosa Saghian, P.E., TxDOT Special Projects Office, w/o attachments Fraydoon Nafissi, P.E., TxDOT Special Projects Office, w/o attachments Maher Maher Ghanayem, P.E., TxDOT Traffic Office, w/o attachments Alan Hendrix, P.E., Dallas, w/o attachments Tim Starr, P.E., Dallas, w/o attachments Jon Engelke, P.E. EarthTech, Inc., w/o attachments Over a Century of Engineering Excellence G:\G04CORRlG4-10UT\AOOIS0N\2000\D17 P29 Signalure of Tille Sheet.doc Parsons CMAQ Program Olllee Brinckerhofl 1701 N. Market Street Suite 410 Dallas, TX 75202 214-747-6336 -, 􀁾􀁅􀁁􀁒􀁾Fax: 214-741-1937 qnaq@Ot1rafl}p.ris/------------100 December 7, 2000 Mr. Alan Hendrix, P.E. City of Dallas 1500 Marilla, L 1 BN Dallas, Texas 75201 Subject: Congestion Mitigation Air Quality (CMAQ) Program Signature Of Final Plans For Project 29 (4 Intersections) Dear Mr. Hendrix: We have received the final plans for CMAQ Project 29 in your City. The plans have been reviewed by the PM/E for format and completeness and are ready for PS&E assembly and submittal to TxDOT -Austin for bid letting. The CSJ, intersection name, and City are shown below: CSJ Number Intersection Name City 0918-45-355 Coit Road at Frankford Road Dallas 0918-45-355 Frankford Road at Dallas North Tollway Dallas 0918-45-355 Trinity Mills Road at Dallas North Tollway Dallas 0918-45-355 Keller Springs Road/Knoll Trail at Dallas North Tollway Dallas A paper copy of the plans was previously sent for your review and files. We sent the plans to TxDOT without the signed title sheet for checking and placement on the letting schedule. The Town of Addison has provided their signature. We request you obtain the signature from your Director of Public Works on the title sheet and return at your earliest convenience If you have any other questions about this matter, please call me at 747-6336 ext. 26 or Jack Loggins at ext. 28. Sincerely, 􀁾􀁾􀁾__e.'" r n F. Nicodemus, P.E. rogram Manager 􀁩􀁩􀀺Attachment: Mylar title sheet cc: Don L. Cranford, P.E., Dallas County, Asst. Dir., Trans. & Plan., wlo attachments Moosa Saghian, P.E.. TxDOT Special Projects Office, wlo attachments Fraydoon Nafissi, P.E., TxDOT Special Projects Office, wlo attachments Maher Ghanayem, P.E.. TxDOT Traffic Office, wlo attachments Tim Starr, P.E., Dallas, wlo attachments 􀁾􀁟􀀴􀀱􀁍􀁉􀁩􀁲􀁯􀀧􀀡􀁳􀀯􀀺􀀡􀁩􀁬􀁭􀁜􀁔􀁬􀁒� �􀁅􀁾􀁮􀁬􀁏􀁾􀁩􀀺􀁗􀀱􀁡􀁴􀀡􀁡􀁥􀁦􀀡􀁩􀁦􀁦􀁩􀁪􀀧􀀡􀁩􀁩􀁩􀁦􀁾􀀠Jon Engelke, P.E. EarthTech, Inc., wlo attachments Over a Century of Engineering Excellence G:\G04CORRlG4-10UnDALLAS\2000\424 P29 Signature of Title Sheet 2.cIoccioc 0":.: 0 •••••, • December 1, 2000 Mike -attached is an original cover sheet for proposed CMAQ, Project 29 improvements. The only affect on the Town ofAddison is a proposed rightturn lane along the southbound lane ofDallas Parkway. A portion ofthis right-turn lane is in Addison and the remainder is in Dallas. The design appears to be adequate. Consequently, it is recommended that we sign-off on the cover sheet and approve the construction at this location. Thanks. fie--􀁾􀀠Steve C. Parsons CMAQ Program Office Brlnckerhotf 1701 N, Market Street Suite 410 Dallas, TX 75202 214·747·6336 Fax: 214·741-1937 cmaq@on,amp.net November 17, 2000 Mr. Alan Hendrix. P,E, City of Dallas 1500 Marilla, L1 BN Dallas, Texas 75201 Subject: Congestion Mitigation Air Quality (CMAQ) Program Signature Of Final Plans For Project 29 (4 Intersections) Dear Mr. Hendrix: We have received the final plans for CMAQ Project 29 in your City, The plans have been reviewed by the PM/E for format and completeness and are ready for PS&E assembly and submittal to TxDOT· Austin for bid letting, The CSJ. intersection name, and City are shown below: CSJ Number Intersection Name City 0918·45·355 Coit Road at Frankford Road Dallas 0918·45·355 Frankford Road at Dallas North Tollwav Dallas 0918·45·355 Trinity Mills Road at Dallas North Tollway Dallas 0918·45·355 Keller Springs Road/Knoll Trail at Dallas North Tollway Dallas A paper copy of the plans is attached for your review and files, We sent the plans to TxDOT without the signed title sheet for checking and placement on the letting schedule, The mylar cover sheet has been sent to the Town of Addison for their signature, We request you review the plans for signature, We will forward the cover sheet to your offices to obtain the signature from your Director of Public Works on the title sheet as soon as we receive the cover sheet back form the Town of Addison, If you have any other questions about this matter, please call me at 747·6336 ext. 26 or Jack Loggins at ext. 28, Sincerely, 􀁮􀁆􀀧􀁎􀁩􀁣􀁯􀁤􀁾􀀻􀀧􀁐􀁾r Program Manager Attachments: 1,) Paper Copy of Sealed Plans -2 Sets 2,) Cost Estimates -2 sets 3,) Contract Time Estimate -2 sets 4,) Civil General Notes -2 sets 5,) Traffic General Notes -2 sets cc: Don L. Cranford, P,E., Dallas County, Ass!. Dir" Trans, & Plan" wlo attachments Moosa Saghian, P,E" TxDOT Special Projects Office, wlo attachments Fraydoon Nafissi, P.E" TxDOT Special Projects Office, wlo attachments Maher Ghanayem, P.E., TxDOT Traffic Office, wlo attachments Tim Starr, P.E., Dallas, wlo attachments Steven Chutchian, P.E., Town of Addison, wI attachments Jon Engelke, P.E. EarthTech, Inc., wlo attachments Over a CentUI)f 01 Engineering Excellence G:IG04CORR\G4·10U1\DALLAS\2000\422 P29 Signalure of Title Sheet.docdoc Parsons CMAQ Program Office p~ Brlnckerhoff 1701 N. Market Street Suite 410 Dallas, TX 75202 100 214·747·6336 YEARS " Fax: 214·741-1937 November 17, 2000 cmaq@onrsmp.net Mr. Moosa Saghian, P,E. Texas Department of Transportation PO Box 3067 Dallas, Texas, 75202 Subject: Congestion Mitigation Air Quality (CMAQ) Program Final Plans and Compact Disk Of Files. Project 29 (4 Locations) Dear Mr. Saghian: Attached please find the Final PS&E construction documents for Project 29 in the City of Dallas. The plans have been reviewed by the PMIE for format and completeness and are ready for PS&E assembly and submittal to TxDOT -Austin for bid letting, The CSJ, intersection name, and City are shown below: CS.J Number Intersection Name City 0918-45-355 Coit Road at Frankford Road Dallas 0918·45-355 Frankford Road at Dallas North Tollway Dallas 0918-45-355 Trinily Mills Road at Dallils North Tollway Dallas 0918-45·355 Keller Springs RoadlKnol1 Trail at Dallas North Tollway Dallas The package includes one set of 11 "x17" original signature sealed mylar plan sheets and 5 paper copies of the sealed drawings, for further processing, The Title Sheet has been removed and sent to the City of Dallas and Addison to obtain the required signature, It is our understanding that these documents will be checked and reviewed by the Special Projects Office for completeness, as the PS&E package is assembled for letting in Austin, If you haye any questions regarding the provided materials, please contact me at 747-6336 ext. 26 or Jack Loggins at ext, 28, Sincerely, 􀁾􀀭􀁾􀀮􀀬􀀺􀀬􀀬􀁾F, Nicodemus, p,(P'7i [I. . rogram Manager Attachments: 1,) Construction Plans -Original signature sealed mylar copy -1 Copy 2,) Paper Copy of Sealed Plans -5 Sets 3,) CD of Final Plans -1 copy 4,) Cost Estimates -5 sets 5,) Contract Time Estimate -5 sets 6,) Civil General Noles -5 sets 7,) Traffic General Notes -5 sets cc: Don L. Cranford, P,E" Dallas County, Asst. Dir" Transp, & Plan" wlo attachments Fraydoon Nafissi, TxDOT Special Projects Office, wlo attachments Maher Ghanayem, P,E" TxDOT Traffic Office, wlo attachments Alan Hendrix, P,E" Dallas, wlo attachments Tim Starr, PE, Dallas, wlo attachments Steven Chutchian, PE, Town of Addison, wI attachments Jon Engelke, P,E, EarthTech, Inc" wlo attachments Over a Century Df Engineering Excellence G:\G04CORR\G4,10UT\TXOOT\2OOO\775 P29 Final PS&E,doc ------------------􀁒􀁐􀀮􀁾􀁌. 􀁾_ M "F.R. DIl1.5 • TE:XAS " XX':O''::O:XXXXXXXX * SHEET 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾_________ ________________________________________ T • .. 'CONT XXXX-XX-XXX· 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠,.. 􀁇􀁅􀁾􀁅􀁩􀁴􀁍􀀮􀁌􀀠NO'I'ES ;..ND S?=:CIFIC;'.TION 􀁄􀁁􀀷􀁾􀀺􀀺􀀧􀀮􀀭 · -------------------------------------ITEM 618. CONDUIT:. CONT' D THE: CONTRACTOR SH.lI.LL !NSTALL A NON-1-fE':'.;'LLIC PULL ROPE IN CQNDUIT RUNS IN EXCE.SS OF lS.2M (SO FEET). .. l'. COLORED CLEl'.NER-PR::1ER 􀁓􀁈􀀮􀁾􀀮􀁌􀁌􀀠BE US:::J ON l'.LL PVC TO PVC JOINTS B:'::::ORE • ... A:?PLICATION OF PVC CE11ENT. * .. WHEN HOLES ARE REQUIRED TO 3E 􀁄􀁒􀀡􀁌􀁾􀀺􀀺􀀺􀁊􀀠':'HROUGH CONCRETE STRUCTURES. A .. CORING DEVICE: 􀁓􀁾􀁟􀁬􀀮􀁜􀁌􀁌􀀠B::: USED. 􀁍􀀮􀀢􀀮􀁓􀁏􀁾􀀻􀀿􀀺􀀡􀀠OR CONC?:::TE DRILLS SH.l\.LL BE • .. PROH!3ITED . • .. • .. 􀁒􀁕􀁃􀁔􀁕􀁾􀁬􀁜􀀮􀁌􀁌􀁙􀀠􀁍􀁏􀁾􀁾􀁅􀁄􀀠􀁾􀁕 􀁎􀁃􀁔􀁉􀁏􀁎􀀠BOXES SR.;'LL BE AS DETAILED IN THE PLAN .. ..FOR 􀁔􀁾􀁬􀁜􀀮􀁆􀁆􀁉􀁃􀀠SIGNAL 􀁉􀁎􀁓􀁔􀁁􀁌􀁾􀀻􀀧􀀺􀀧􀁉􀁏􀁎􀁓􀀮􀀠THESE BOXES SH.l\.LL BE .. 03MM (12"X12"X8)" •.l>u.'lD S!-'3':'L BE 􀀮􀁾􀀮􀀿􀁐􀁒􀁏􀁖􀁅􀁄􀀠BY THE 􀁾􀁩􀁇􀁉􀁎􀁅􀁅􀁒􀀮􀀮􀀠XES SH..:l..LL NOT BE P..􀁾􀀮􀀺􀁊􀀠::OR D!R'::CTLY 3UT !t "-J " CONSIDERED SUBS!' ITEM. .. 􀁦􀁾􀀢􀀢􀁾􀁅􀁎􀀧􀀠􀁈􀀮􀀮􀀮􀀺􀁬􀁾􀀧􀁱􀁇􀁉􀁾􀀻􀁇􀀠C'JNDU !T ::ROM ........:..UC':'C'?=:S. :01'1D ,"'!' _ 􀀺􀀭􀀺􀁾􀀮􀀮􀁎􀁇􀀽􀀺􀀺􀀻􀀧􀀵􀀠S::_';LL 33 USED FO? ,. • 􀁩􀀵􀁾􀀡􀁍􀀠(3 INC,,) .'.ND Li-.?GER • * .. 􀁃􀁏􀁾􀁷􀁕􀁉􀁔􀀠􀀿􀁌􀁲􀀮􀁃􀁅􀁾􀀠􀁵􀁾􀁄􀁅􀁒􀀠':'HE .. 0-: 1. 1M ( 42 .. ) BELOW Tr.E B .. * ALL PROPOSED CON!) :, 􀁓􀁾􀁟􀁾􀁌􀁌􀀠3E PLACE: 3: THE OPEN T?.::.. -:.: 􀁾􀁔􀁈􀁏􀁄􀀠BELON * THE PROPOSED :'_G'U"-DE. ill/LESS _1I1S. !F T!-'.:E • .. : A:::::S TO PLACE ':'::E CONDc.i::: 􀀻􀀮􀁾􀁓􀀠??O:?OS:::D t 􀀬􀀡􀀬􀀡􀀭􀀺􀀺􀀺􀀺􀁾􀁊􀀠HE 􀁾••__CHOOSE _•.::.THODS SUCH AS BORING OR 􀁏􀁐􀁅􀁾􀀻􀀠C:':"I'TING HE'd P;'.V:::''!:::NT • '. 'tHE ENGI)1:::::3. AND .;T NO 􀁁􀁄􀁄􀁉􀁔􀀡􀁏􀁋􀀮􀁾􀀮􀀺􀀧􀀠COST ':'0 T"E ST;'.TE . .. .. CONDUIT INSTALLED -:OR FUTURE USE SR.;:':' !-,_l\.VE NON-METALL!C PULL ROPES.. INSTALLED 􀀻􀀧􀁾􀁷􀀠SHALL BE CAPPED USING 􀁓􀁔􀀻􀁾􀁉􀁄􀁁􀁒􀁄􀀠W:::';THER TIGHT CONDUIT .. CAPS. AS APPROVED BY THE ENGINEER. T?:S WORK SR.;LL NOT BE PAID FOR " .. DIRECTLY BUT SHALL BE CONSIDERED SU3S:DIARY TO THIS IT:::''!. .. .. THE CONTRACTOR'S 􀁁􀁔􀁔􀀺􀀺􀀺􀀧􀁾􀁉􀁏􀁎􀀠IS CALLED TO THE FACT 􀁔􀁆􀁟􀁾􀁔􀀠CERTAIN EXISTING • 􀁾􀀠 .. • .. .. CONDUIT IS PROPOSED FOR REUSE. IF T"E EXISTING CONDUIT CANNOT BE USED, THE CONTRACTOR WILL BE REQUIRED TO REPAIR 􀁾􀁾􀁄􀀯􀁏􀁒􀀠REPLACE THIS CONDUIT • AS DIRECTED BY THE ENGINEER. 􀁒􀁅􀁐􀁁􀁉􀁒􀁾􀀺􀀠THIS 􀁃􀁏􀁾􀁷􀁕􀁉􀁔􀀠WI;"L BE PAID FOR • .. ;'.S "EXTRA 􀁗􀁏􀁾􀀧􀀼􀀧􀀠ON A "-:ORCE ."-CCOUNT 3.'.5;:S." TEE CONTR.".CTOR SH.1I..LL PROBE •THE EXISTING CONDUIT ;'iHEN LOCATING ::=.::'L SKl.\-:TS SO THAT ITS CONDITION •WILL BE KNOWN BEFORE IT IS NEEDED. • •...􀁮􀀦􀁾􀀠USING ::::XISTING CONDUIT. THE 􀁃􀁏􀁎􀀧􀀺􀀢􀀿􀁟􀁾􀀮􀀧􀀺􀀺􀀺􀀺􀁔􀁏􀁒􀀠SR.;LL ENSURE THAT ALL .. •CONDUIT <'.AVE BUSHINGS AND ARE CLE."..."E:J C-: MU'D 􀀮􀁾􀁭􀀠DEBRIS. CONDUIT 􀁔􀁈􀁈􀀮􀁾􀀮􀀧􀀺􀀧􀀠..IS BEING RELOCATED TO NEW TIM3ER 􀁐􀁏􀀺􀁾􀁓􀀠sa;LL EE RESTRAP?ED AS IF IT.. •\'iERE A NE'tI !NS??'LLAT!ON. T!'!!S .WORK ;.;::.:. NOT EE PAID -:0" DIRECTLY. BUT .. • .... SPECIFICAT!ON DATA .. • .. • •!"'._....09/1.9 5 ""''''1' j 3 •.. ------- • • -.. SHEET 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠• DALLi'.S COUNTY • ?:If( FM XXXX 'CONT XXXX-XX-XXX 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠• • GENERi'.L )iOT:::S ;'",'TD SPECIrIG-.TION D.'.1'A-• -------------------------------------• 􀁉􀁔􀁾􀁾􀀠618, CONDUIT:, CONT'D • .. SHALL BE CONSIDERED SUBSIDIARY TO 􀁉􀁔􀁾􀀧􀀱􀀠618 . • • ITEM 624, GROUND BOX: • • • ,mEN USING EXISTING GROUND BOXES, 􀁔􀁾􀁅􀀠CONTRACTOR 􀁓􀁲􀁾􀁌􀁌􀀠ENSURE THAT THE • • GROUND 30XES AR3, CLEAN I PROPERLY 􀁓􀀽􀀺􀁃􀁴􀀮􀀧􀀢􀀧􀁒􀁾􀁄􀀬􀀠PO,.ND 􀀺􀀭􀁴􀁬􀁾􀁖􀁅􀀠A MINIM'"UM OF 229MM .. 􀀨􀀹􀁉􀁎􀁃􀁾􀁅􀁓􀀩􀀠OF GR.'-.VEL AS A BASE. THIS ',iORK WILL NOT BE PAID ;:OR • DIRECTLY, BUT SHALL-BE CONSIDERED SwoSIDIARY TO 􀁉􀁔􀁾􀁾􀀠624. • • .. • .. .. • • • • .. .. • , • .. • .. 􀁉􀁔􀀦􀁾􀀠628, ELECTRICAL SERVICES:.. • • .. •􀁾􀁾􀀠-::-TE FOR SERVICE POLE FOUNDATIONS, ,-mEN REQUIRED, SR.'.LT, "'-􀁾􀀧􀀭􀀧􀁁􀀺􀀻􀀧􀁓􀀠A .. .'..:-m S}l_>.L", ACCORDANCE WITH ITEM 421, "PORT!.' -...::.< T CONCRETE" .. •EXCEPT Ta\T CONCRE 􀁾􀀠:', OT BE 􀁐􀁁􀁾􀁾􀀠􀁾􀀠􀁟􀀮􀁾􀁃􀁔􀁾􀁙􀀠BUT SR.\LL BE •• CONSIDERED SOBSIDIARY TO 􀁉􀁔􀁾􀁍􀀠􀀮􀁾􀁾􀁾􀀽􀁏􀁒􀁃􀁉􀁎􀁇􀀠STEEL FOR SERVICE POLE • :OUNDATIONS, WEEN ::' .: _ , 􀁓􀁲􀁲􀁾􀁌􀁌􀀠BE: IN ". ::' WITH 􀁉􀁔􀀦􀁾􀀠440, • "REINFOR -' 􀁾􀁾􀁾􀁌􀀢􀀬􀀠EXCEPT THAT REINFORCING STEEL' 􀁾􀀠PAID FOR • 􀁾􀁹􀀠BVT 􀁓􀁆􀁾􀁌􀁌􀀠BE CONSIDERED 􀁓􀁕􀀳􀁓􀀺􀁾􀀺􀁁􀁒􀁙􀀠TO 􀁉􀁔􀀭􀀺􀀺􀀭􀁾􀀠628. • • CONDUIT 􀁾􀁾􀁄􀀠CONDUCTORS 􀁁􀁔􀁔􀁁􀁃􀁾􀁅􀁄􀀠TO 􀁾􀁾􀁾􀀠􀁓􀁾􀁒􀁖􀀡􀁃􀁅􀀠POLE AND UNDERGROUND.. •WITHIN 􀀳􀀰􀀵􀁾􀀠(12 INCHES) 0: THE: SERVICE POLE 􀁗􀁉􀁾􀁌􀀠NOT BE PAID FOR.. • • SPECI:ICATION DATA •• -----------------.. .. 09/19• -------• • • • • • • --------• ·F.R. DIV.6 • TEXAS • 􀁾􀁑􀁃􀁃􀁋􀁘􀁘􀀠 .. SHEET • .---------------_____________________________________________ T• • • DALL.:Io.S COUNTY • 􀁾􀀣􀁙􀀠FM XXXX 'CONT XXXX-XX-XXX • • 􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮• • 􀁇􀁅􀁾􀀡􀁅􀁒􀁁􀁌􀀠NO':'ES .:Io.ND S?ECIFIC;'.TION DATA---------------------------------------•• ITEM 628, ELECTRICAL SERVICES:, CONT'D • DZRECTLY. 3UT sa:>"LL BE CONSIDERED 􀁓􀁕􀁄􀁓􀁉􀁄􀀡􀁾􀁒􀁙􀀠TO THIS ITEM. • * SERVICE ENCLOSURE 􀁓􀁡􀁾􀁌􀁌􀀠BE ATTACHED W!TH 􀁇􀁁􀁌􀁖􀁲􀁵􀁾􀁉􀁚􀁅􀁄􀀠􀁃􀁡􀁾􀁾􀀡􀁅􀁌􀀠􀀨􀁵􀁾􀁉􀁓􀁔􀁒􀁕􀁔􀀮• ::::mOORF. OR EQUAL). THE POLE SF.ALL BE NOTCHED IN TWO PLACES TO PROVIDE • • FLAT SURF.:Io.CES. ENDS OF THE CHANNEL S}"';;.LL 3E 􀁐􀁁􀀡􀁾􀁩􀁔􀁅􀁄􀀠WITH ZINC RICH • • 􀁾􀀮􀀠 : c:':rt> ELECTRIC;'.L SERVICES FOR THIS PROJEC:' S},,2,LL BE BILLED IN THE NAl1E OF • 7HE 􀁀􀁘􀁘􀁘􀁘􀁘􀁾C IT'/uP DAiL.IfS􀁾􀀠.• • * ITEM 644, 􀁓􀁾􀁊􀀧􀀮􀁌􀁌􀀠ROf'..DSIDE SIGN ASSEM3LIES: • • :'::E: 􀁃􀁏􀁎􀁔􀀺􀁌􀁾􀀪􀁃􀁾􀁃􀀿􀀠􀁓􀁲􀁌􀁾􀁌􀁌􀀠PROVID=: FIE:.n G..􀁾..􀁌􀁖􀀧􀀻􀀧􀁾􀁩􀁾􀁚􀁉􀁎􀁇􀀠*!]'f'D 􀁍􀀺􀀺􀀺􀀺􀀺􀁔􀁁􀁌􀁌􀁲􀁚􀁾􀁎􀁇􀀠 EQUIPMENT, .;S PER ITE:·! 445, .".T r.LL TIMES 􀀻􀀧􀁾􀁩􀁄􀀠11."3:E REP.U?.S TO GALVJI....'1IZE;) • • 􀁓􀁶􀀿􀀬􀀢􀀿􀀻􀀧􀁾􀁃􀁅􀁓􀀠􀁾􀀻􀁃􀁃􀁏􀀿􀀮􀁄􀀡􀁎􀁇􀀠TO THE 􀀮􀁾􀁾􀀳􀀰􀁖􀀽􀀺􀀠􀁓􀀬􀀿􀀽􀀺􀁃􀁉􀀿􀀬􀀬􀀡� �􀁾􀀡􀁾􀀿􀀺􀀻􀀺􀁏􀁎􀀠􀁉􀀿􀀽􀀺􀁾􀀱􀀠􀀮􀁾..T 􀁉􀁎􀁔􀀺􀀺􀀺􀀿􀁾􀀧􀀺􀀮􀁬􀁾􀁟􀁌􀁓􀀠AS • ::l:?.E:CTED 3Y TEE ENGINE2R. • * .'0iY SIGNS ?EQV"IRED T:-r_'.T AR2 NOT DE':';'.II.ED ON THE ?L"''''''i SH2E':'S S''-:Io.LL 3E 􀀺􀁾􀀻􀀠• • :ONFOR.'{.>U'iC2 'ti:TH THE "TEX.:>.S lof.ANu;'.L ON ti'N:FOfu'1 TR.'.F:-:C CONT?OL DEVICES • • FOR STREE:TS Jl1'iD HIG'-:·tl.:l.YS" !I.ND T!-;E "STl'SD.;".D HIG"''';';;'.'::' SIGN DESIGNS FOR • • 􀀧􀀺􀁅􀁸􀀮􀀮􀁾􀁓􀀢􀀠. • ::;DI'IIDUAL u'N:TS REQUIRING 􀁃􀁌􀁅􀀩􀀧􀁾􀁾􀁉􀁎􀁇􀀠SR.'.:':' 32 WAS::ED tilTH .;}j ;'.PPROVED • • 􀀨􀀺􀁾􀁅􀁁􀁎􀁉􀁎􀁇􀀠SOLU'!'ION TO REHOv=: ALL 􀁇􀁒􀁅􀁾􀀮􀁓􀀽􀀺􀀠OZr.. I D!R":', 􀁓􀁾􀀱􀁅􀀻􀀧􀀬􀀮􀁒􀁓􀀬􀀠􀁓􀀺􀀺􀁅􀁴􀁾..;"-=,.L!. •• 3::: INCLUDED IN THE UN!T BID PRICE FO?. TH:S 􀀺􀁔􀁾􀁾􀀮􀀠• •* A 19MM (3/4 !NCH) 􀁃􀁈􀀩􀀮􀁾􀀧􀀱􀁆􀁅􀁒􀀠􀁳􀁡􀁾􀁌� �􀀠3E FO::L'1E::l ON THE TOP E:DGE OF EACH •S:GNAL POLE 􀁆􀁏􀁵􀁾􀁄􀁁􀁔􀁉􀁏􀁎􀀮• • S?EC::-:CATION DATA • ------------------• • 09/19 --------------------------------------------------------------------􀁾􀀠􀁾􀀠F . R . DIV. 6 * TEXAS .. XXX:O:Xxy..:a::xxxx SHEET11' 􀁾􀀠􀀪􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀀠􀁾􀀠DALLP.S COmiTY • ",tiC ::1 XXXX "CONT 􀁘􀁘􀁘􀁘􀀭􀁘􀁘􀀭􀁘􀁾􀁘􀀠􀁾􀀠􀀮􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭� �􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠􀁾􀀠GENER..".L NOTES "..'([D SPECIFICATION Di'.T.".-* -------------------------------------• .. ITEM 655, FOUND. FOR SIGNS, TRl'.FFIC SIGNALS" RD'r/Y ILLUM ASSEMBLIES:,.. CONT'D * THE CONTRACTOR SID.LL PROBE BE:ORE 􀁄􀁒􀁉􀁌􀁌􀁉􀁾􀀻􀁇􀀠FOUNDATIONS TO DETERl'!INE T:-:E • * LOCATION OF UTILITIES AND STRllCTURES. FOUNDATIONS SHALL 3E PAID FOR 􀁾􀀠* ONCE REGi'.RDLESS OF EXTRA WOR.'< CAUSED 3'" OBSTRUCTIONS. '1';:: CON'!1P..?CTG:'. T * S::""\,LL 􀀢􀁃􀀢􀁾􀀺􀀧􀁌􀀠7:::: 9!SSn:CT UT:L::': 􀁓􀀺􀀺􀁃􀀿􀀺􀀳􀁾􀀧􀀠:..': 214· 329 5270 :-0:: STreE * * * ITEM 680, INSTALLATION OF H!Glf',IAY T?_;:FIC SIGN.".LS: ,. * • THIS PROJECT SP-'l.LL CONSIST OF 􀁆􀁴􀁊􀁒􀁎􀁉􀁓􀁈􀀡􀁾􀁬􀁇􀀠"-,\'1) 􀁉􀁎􀁓􀀿􀁾􀀮􀁌􀁌􀁉􀁎􀁇􀀠ALL M..'l.TERVI.LS ,. 􀀦􀁾􀁄􀀠􀁅􀁑􀁕􀀺􀁐􀁾􀁎􀁔􀀠􀁎􀁅􀁃􀁅􀁓􀁓􀁩􀀧􀁾􀁙􀀠FOR A COMPLETE SIGNAL SYSTEM AT THE 􀁐􀁒􀁏􀀿􀁏􀁓􀁅􀁾􀀠.. LOCATION. !N ADDITION TO THESE 􀁉􀁔􀁅􀁾􀁓􀀬􀀠?HE 􀁃􀁏􀁎􀁔􀁾􀀻􀁃􀁔􀁏􀁒􀀠SP-;L L BE 􀁒􀁅􀁓􀁐􀁏􀁎􀁓􀁾􀀳􀁌􀁅􀀠:OR THE FOLLOWING:* * • ?:iP2i"IS1':ING .l\l'lD 􀁉􀁎􀁓􀁔􀁾􀀮􀀺􀀧􀀺􀀧􀁉􀁎􀁇􀀠* ?OL2S 􀁾􀁾􀁉􀁄􀀠􀁾􀀱􀀮􀀮􀁬􀀬􀁓􀁔􀀠􀁁􀁒􀀮􀀮􀁾􀁓􀀮􀀠THES=: 􀁓􀀺􀁾􀀩􀁉􀁓􀀠SK.Zl..LL 3E 􀁆􀁕􀁒􀀮􀀡􀀮􀀧􀁊􀁉􀁓􀀺􀀺􀁾􀁄􀀠* 􀁾􀀭􀀮􀀠CORDA.:.'JC::: WIT:i !TEH 536, W!'£..:' SOT BE 􀀿􀁾􀀡􀀮􀁺􀀺􀀻􀀺􀁄􀀠:'OR Dr?:; _LY, .t1.l'ln • .. 􀁓􀁾􀁾􀀠r 􀁂􀁾􀀠CONSIDERED 􀁓􀁾􀀳􀁓􀁉􀁄􀁉􀁁􀁒􀀬􀀠70 !TEM 530. SIGN-􀁓􀁐􀀭􀁾􀁌􀁌􀀠BE • W!T:£ .l>.STRO-S:GN E?_'.C 0:<' SIGN?IX .;:'UM!NUl" C::_"-''lNEL OR AP PROVED BY '::'1':3 􀁅􀁎􀁇􀀺􀁾􀁩􀁅􀁅􀁒􀀮􀀠FIVE (5) SHOP 9.LL BE SU3MITTED :::O:R. STRE=:T 􀁾􀁪􀀻􀀧􀀮􀀮􀀻􀀮􀀧􀀱􀀮􀁅􀀠* 2 . Su3M!TTAL L! _ -:U\TURE 3:L:i..LL :5::: ??0V!DED ::. 􀁁􀁌􀁾􀀠T?';'.E'FIC• 􀁓􀁾􀁇􀁎􀁁􀁌􀀠EQUIPMEN ?RIOR TO !NS:;'.:.r...'.?ION a •* * 3. 􀁔􀁾􀁅􀀠􀁃􀁏􀁎􀁔􀁒􀀮􀀮� �􀁃􀁔􀁏􀁒􀀠􀁓􀁾􀀮􀁌􀀠A Qti.?-.L!F ....D T::C:-:N'!C!:'...:.'i ON THE •* PROJECT SITE TO PLACE 􀁔􀁒􀁬􀀧􀀮􀀺􀀺􀀡􀁾􀀠SIGNi''':'S !N OPER...:'.TION. * •* 4. DURING THE THIRTY DAY TES ,. •UTILIZE QUALIFIED PERSONNE RESPOND TO AND DIAGNOSE ALL TROUBLE CALLS. HE 􀁓􀁾􀁾􀁌􀁌􀀠• EPA!. 􀁾􀁾􀀠􀁾􀁾􀀮􀁌􀀿􀁵􀁾􀁃􀁔􀁉􀁏􀁎􀁓􀀠TO SIGNAL* .. EQUIPMENT HE SUPPLIED THE ?RO -CT. A LOCAL TELEPHONE.. t.'"UM3ER (NOT SUBJECT 􀁆􀁒􀁅􀁑􀁕􀁅􀁾􀀻􀁔􀀠C2 GES) ',-rriERE TROUBLE C;'.LLS •* 􀀢􀀮􀁾􀀠TO BE RECEIVED N A 24-1':0G'R BASI S::_;LL BE PROVIDED TO * THE EJ."'1GlNEER BY CONTR.....CTCR. THE C 'TR...:"CTOR' S R::::SPONSE * TIME TO R::;:POi.F?IC SIGNr.LS: CONT' D • ,...,......." ." CONTROLLER HOUSE BY 20 VOLTS MAXIMUM WITH SMALLER 􀀭􀀮􀀢􀁾􀀠INCREMENTS OF LINE VOLTAGE 300STS ALSO SELECTABLE. TEE • • 􀁔􀁾􀀮􀁎􀁓􀁆􀁏􀀦􀀧􀀱􀁅􀁒􀀠S,tALL 3E MOm."TED IN Tl-iE HOUSE AND CONNECTED • ." TO THE POWER SERVICE FEEDER AS IT ENTERS THE EOUS:: FR • ." THE SERVICE POLE . • • ." 13. TH:: LO 􀁔􀁉􀁏􀁎􀀻􀀧􀁾􀀠DEPTH OF ALL UTILITIES 􀁓􀁈􀁏􀁾􀀠ON THE 􀁐􀁌􀀻􀁾􀁓􀀠• • A.."l.E AP?R Il".ATE AND THERE M,;\Y 3E OTHER UN! OWN UTILITIES ." EXISTI:-IG N SHOWN ON TH:: ?r...u!S TP..A.T SH .;LD BE FIELD • * VERIF"ZED AND ROTSCTED BY THE CONTR..:l.C ::t PRIOR TO 􀁔􀁈􀁾􀀠STF-..?,T 'II" ." OF CONSTRUCTIO L CONTACT TEE FOLLOWING * UTIL!T'" COM!?:'.,.,,"IE 48 ERS P?IOR:'O OING ".NY NOR.'< ni THE JI.R:::.?-.: • A) LONE 􀁓􀁔􀀮􀁾􀀮􀀿􀀠GAS -,_. Dl'.LE: .1:?:!:CK, P:£ 21<'.-263-34,,4 • B) SOU':.'h1v:::ST:::RN BELL -_",-'l,C G.fu'iEY, PE 817-493-5415 • C) S'!'ORER O.3LE-MR. GLE" "_'L"..."i::JA, PH 8:'7-882-238e ." D) TU ELECTRIC -MR. N 􀁾􀁾􀀠'A'!'SON. PH 8;'7-882-5157 ." E) GR ?RAI:<.I:: DISPOS ;:,. -MR. ""S W:';:ITl-l0RTH, PH 817-261-ael2 ." F) C:::TY UTILITY l"X" S (\1ATER, "jER) -!-!? ?_'.Y MOR:::;'lO • ." ?E 214-253-9766 • • IT 􀁓􀀺􀀺􀁟􀁾􀁟􀁌􀁌􀀠BE: :r _E RES?ONS:a::.:'?y C: T;{;::. :»)iTR..Z\C'rCR:'O ?=:R=ORH TTHE FOLLOWT.G AT NO ADDITIONAL 􀁃􀁏􀁍􀀡􀀿􀀦􀁾􀁓􀁁􀀠'-ON: ." • A) 􀀦􀀬􀁾􀀠PROPERTY 􀁄􀀢􀁾􀁾􀁾􀁇􀁅􀀠'!'O ?RO!?ER':.'Y m::::<.'s !?OL:::S, SH:<.UBS, MAILBOXES, E'!'C. • ." ACCESS TO ALL DRIVEWAYS OURDiG CONS • r CTION . • ALL UNDERGROUND 􀁾􀁾􀀠􀁏􀁖􀁅􀁾􀁱􀁾􀀻􀁮􀀠UTILITIE 􀁾􀀧􀁩􀁄􀀠." ." PROTECT REPAIR ANY DAMAGES. T• ." NO TRA COMPENSATION WILL BE ALLOWED FOR FULFILLING THE 􀁒􀁅􀁑􀁕􀁉􀁒􀁾􀁾􀁎􀁔􀁓• S TED ABOVE.•• 􀁌􀀭􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀧􀁾􀂷􀁾􀁾􀁾􀁾􀀭􀁾􀀧􀀭􀁾􀁾􀁾􀁾􀂷􀁾􀀭􀁾􀀬􀁐􀀧􀁾􀀬􀀮􀀮􀁾􀁾􀂷􀁷􀀮􀁷􀂷􀁾􀂷􀁾􀀮􀁾􀀮􀁾􀂷􀁾􀁔􀁾_________ _____________________􀁾􀀠• ." ." ." • " ." ." • • " • ." • • • 09119 --------------------------ITEM 2. 3. 4 . .. 􀀪􀁾􀀠: 􀁾􀀷􀀮􀀠-0. 􀁾􀀠.. * .. 680, INST.lI.LLATION OF HIGffiolAY TRAFFIC SImr;'.LS: CONT' D .. l\:'::":""2!"-N-JH G:i!'L'II..N1IEL OR =Qg!'.L 1',£ 1"'_?2ROV;;;D BY THE ::nC:H=_R. 􀁾.. 􀁾􀀠<.....\ SUBMITTAL 􀁌􀁉􀁔􀁅􀁾􀁬􀁉􀀮􀁔􀁕􀁒􀁅􀀠􀁓􀁾􀁬􀁉􀀮􀁌􀁌􀀠BE PROVIDED FOR ALL CONTRACTOR 􀁾􀁾􀀠FUP.NISHED 􀁔􀁾􀁬􀁉􀀮􀁅􀀧􀁆􀁉􀁃􀀠SIGNAL 􀁅􀁑􀁕􀁉􀀿􀁾􀀡􀀺􀀺􀀺􀁎􀁔􀀠PRIOR TO INST.1;.LI;JllE)/s 􀁾l:: THE CONTR.lI.CTOR SRlI.LL COO?DINATE 'tilTH T"E CITY OF tXX.XXlCXXXXX) 􀁾.. TO !'-WE A QUALIFIED TECl-:::TICIAN ON THE ??OJECT SITE TO PLACE 􀁾􀁾􀀠THE 􀁔􀁾􀁬􀁉􀀮􀁆􀁆􀁉􀁃􀀠SIGNALS IN OPERATION. 􀁾􀁾􀀠DURING THE THIRTY DAY TEST PERIOD, THE CONTRAQTOR 􀁓􀁾􀁾􀁌􀁌􀀠􀁾􀀠UTILIZE QUALIFIED PERSONNEL TO RESPOND TO AND DIAGNOSE ALL V) .. TROUBLE CALLS ' U HE SP.l>.LL REP]UR jl.NY M;..L?UNCTIONS TO S IGNAL 􀁾􀁾􀀮􀁾􀀮􀀠EQUI?MENT HE S ??LI:::D ON THE PROJECT. ;.. LOCAL TELEPHONE .......... NIneER (NOT SUBJECT TO FREQUENT C!'-lI.NGES) WHERE TROUBLE C.lI.LLS 􀁾""C. ARE TO BE RECEIVED ON A 24-HOUR BASIS 􀁓􀁾􀁬􀁉􀀮􀁌􀁌􀀠BE PROVIDED TO 􀁾􀀠THE 􀁅􀁾􀁇􀀡􀁎􀁅􀁅􀁒􀀠BY THE 􀁃􀁏􀁎􀁔􀁾􀁾􀁃􀁔􀁏􀁒􀀮􀀠THE 􀁃􀁃􀁾􀁾􀁾􀁬􀁉􀀮􀁃􀁔􀁏􀁒􀀧􀁓􀀠RES?ONSE Sb TI:!E TO REPORTED CALLS 􀁓􀁈􀀮􀁾􀀮􀁌􀁌􀀠BE 'tiITHIN 􀀮􀁾􀀮􀀠REASONABLE TR!\VEL t::::l 􀁾􀀠TIME E'ROM A DALWI.S ADDRESS, BUT NOT MORE Tli."I.'\1 TWO (2) HOu?S 􀀺􀀺􀀺􀀺􀁣􀀺􀁾􀀠􀁾􀁾􀁻􀁉􀁾􀁵􀁾•. APPROPRIATE RE?AIRS 􀁓􀁾􀁬􀁉􀀮􀁌􀁌􀀠BE 􀁾􀀹􀁄􀁅􀀠􀁗􀁉􀁔􀁈􀁉􀁾􀀠24 HOURS. 􀁾􀁾􀀠THE CONTRACTOR 􀁓􀁾􀁟􀁬􀁉􀀮􀁌􀁌􀀠PLACE A LOG BOOK IN EACH CONTROLLER 􀁾􀁾􀀠􀁃􀁪􀁬􀀮􀁂􀀺􀁾􀁩􀁅􀁔􀀠A...'1D KEEP A RECORD OF EACH TROUB:'E CALL REPORTED. 􀀮􀀮􀁾􀀠􀁾􀁾􀀠, S::;'lI.LL NOTI?Y THE ENGINEER OF EACH TROUBLE CALL. IF. AFTER 􀁾􀁾􀀠DI?-.GNOSING THE PROBLEM. 'I'",E QU:'.LIE'IED T::::Cl-:NICI.l\.N D::::TER.."!INES 􀁾*"'-l THS ?ROBLEM IS IN THE 􀁅􀁑􀁕􀀺􀀺􀀺􀀺􀁐􀁾􀁎􀁔􀀠S\IPPLIED 3Y 􀁏􀁔􀁾􀀺􀀽􀀺􀁒􀁓􀀮􀀠TEE 􀁾􀁖􀀩􀀢􀀺􀀺􀀱􀀠􀁃􀁏􀁎􀀬􀀺􀀡􀀺􀁾􀁾􀀮􀁃� �􀁏􀁒􀀠S}LlI.LL NOT!?"::" THE PROJECT 􀁅􀁎􀁇􀁉􀁾􀁩􀀺􀁅􀁅􀁒􀀮􀀠*I.\.i TEE 􀁣􀀮􀁴􀀭􀁦􀁦􀀻􀁊􀀡􀁾􀁾􀁅􀁇􀀧􀁦􀀱􀀹􀁪􀁦􀁾􀁾􀀺􀁽􀀻􀀻􀁻􀁉􀀡􀁧􀀡􀀺􀀠􀁾􀀧􀁦􀀬􀁪􀁓􀁬􀁬􀁴􀀡􀀮􀁬􀀿􀀺􀁉􀁃􀀠SIGN':>.L 􀁴􀁲􀁩􀀺􀁾􀀠 􀁃􀁏􀁴􀀼􀁾􀁒􀁏􀁌􀁌􀁅􀁒􀁾CA3IN.<:.TS 1 T",E CONTRACTOR􀁾􀀢􀀧􀁌􀁌􀀠CONNECT ALL ...j :\-FIELD WIRING TO THE CONTROLLER ASSEMBLY. THE CITY W.ILL i:I:l 􀁾􀀠 ASSIST IN DETERMINING HOW THE DETECTOR LOO? 􀁌􀁾􀁬􀁉􀀮􀁄􀀭􀁉􀁎􀀠􀁾.. CABLES ARE TO BE CONNECTED (I.E., SERIES OR PARALLEL). 􀀪􀁾􀀠 THE CITY WILL 􀁐􀁒􀁏􀁇􀁾􀁾􀀠THE CONTROLLER FOR OPERATION, HOOK \-*V'. UP TEE CONFLICT MONITOR, DETECTOR UNITS, 􀀮􀁾􀀧􀁉􀁄􀀠OTHER 􀁾􀀺􀁾􀀠 EQUIPMENT IN THE CONTROLLER CABINET AND TURN ON THE CONTROLLER. 'f'i:E eON'fl'L>tC?OR sr:.' -::. OBTA:2; -:::!:: S:SN:?::' e.:..n:2;::'>' .. ..:-:tC!i 'E:::: C:TJ..' OF JGaseX:lSCCaOG9C S:CNhL ::::S? .. ..THE CONTRACTOR 􀁓􀁾􀁟􀁬􀁉􀀮􀁌􀁌􀀠PLACE DUCT SEAL AT THE ENDS 0= ALL ..CONDUIT WHERE CONDUCTORS 􀀻􀀧􀁟􀁾􀁄􀀯􀁏􀁒􀀠􀁃􀁪􀁬􀁾􀁌􀁅􀁓􀀠ARE PRESENT ;\..ND ..REQUIRED FOR THE INTENDED OpER..'\.TION OF THE TR..lI.FFIC SIGNA::"S. .. 􀁾􀀠• .. •SPECIFICATION DATA .. .. .. .. .. .. SHEET j. 9 • • • • • • • • • • • • • • • • • • • • • • • • • 􀀭􀁹􀀮􀀭􀀮􀁹􀀭􀁾􀁾􀁾􀁾􀀪􀀪􀀪􀀪􀀠•• 􀀪􀀮􀀪􀀪􀁾􀀭􀀭􀀪􀀭􀀭􀀪􀀪􀀪􀀪􀀪􀀭􀀭􀀪􀀮􀁾􀀪􀀪􀀮􀀪􀀪•• 􀁾􀀧􀀪􀀪􀀭􀀪􀀪􀀪􀀪􀀭􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀂷􀀪􀀪􀀪􀀪􀀪􀀮􀀪􀀪􀁶􀁾� �􀀪􀀠• '" . 2.. DIV. 6 • TEXAS • XXXXXXX:CJD ALL OTH:=:R SIGNAL HEADS 􀁓􀁾􀁾􀁌􀁌􀀠BE COVERED WITH 3URLA: OR OTHSR 􀁾􀁾􀁔􀁅􀁒􀁉􀁁􀁌􀀠A?PROVED BY • • TES ENGINEER 􀀻􀀺􀁾􀀻􀁔􀁉􀁌􀀠PLAC;::D INTO O?S?_'\TION. • • • 􀁓􀁚􀁇􀁎􀀮􀁾􀁌􀀠E=:ADS 􀁘􀀺􀀩􀁶􀁾􀀧􀀿􀀺􀀺􀀺􀁄􀀠ON POLES 􀁾􀀮􀁬􀁩􀁄􀀠􀁍􀀮􀁾􀁓􀁔􀀠.?-.?...\!S SHrl.LL ,:j';:' LSil::::L 􀀮􀁾􀁬􀁩􀀺􀁊􀀠PLu1-!3 • • ..􀀡􀁾􀁩􀁄􀀠􀀻􀀧􀁾􀁉􀀺􀀱􀁅􀁄􀀠A S 􀁾􀀺􀀿􀁟􀁅􀁃􀁔􀀺􀀺􀀺􀁄􀀠3Y THE ENGIN:::=:R. • • 􀁌􀁏􀁕􀁖􀁅􀁾􀀠SHALL 3E ?ROVIDED FOR THOSE 􀁓􀁉􀁇􀁎􀁁􀁾􀀠􀁓􀁾􀁃􀁔􀁉􀁏􀁎􀁓􀀠!NDICATED IN TEE • • 􀀿􀁌􀁾􀁾􀁓􀀮􀀠ALL 􀁌􀁏􀁾􀁶􀁣􀁒􀁓􀀠SHALL BE 0" SUCH DESIGN AS TO ?ROVIDE VISIBILITY OF • • TH:: LENS FOR THE INTENDED LANE OF TRAFFIC AS INDICATED BY THE PLANS AND • • B;:'OCK VISIBLITY TO ALL OTHER LANES. • • • THE 􀁉􀁾􀀧􀀢􀁔􀁅􀁒􀁎􀁁􀁌􀀠􀀮 􀀡􀀮􀀳􀁾􀁾􀁟􀁾􀁇􀁅􀀮􀀮􀁾􀁎􀁔􀁓􀀠OF EACH LOUVER S::....􀁾􀁌􀁌􀀠CONS:::::ST OF 5 􀁖􀁟􀁾􀀮􀀮􀀮􀀺􀀮􀁾􀁅􀁓􀀠W!TH * 5 DEGREE CUT-O:-FS RIGHT OF CENTER. ALL LOt,-V'ERS S;;;'>":'L HAVE A Fi..:I,T BLACK • • FINISH ON THE INSIDE SURFACES. EACH 􀁌􀁏􀁕􀁖􀁾􀁒􀀠SHALL BE OF SUITABLE WEIGHT' • 􀁾􀁾􀀧􀁉􀁄􀀠SIZE TO FIT INSIDE THE FULL CIRCLE VISOR FURNISHED FOR THE INTENO::D • • SIGNAL SECTION. • • A H>.RDWARE CL07H SCREEN WITH 16MM (5/S") OR 􀁓􀁾􀀢􀀧􀁌􀁌􀁅􀁒􀀠MESH SIZE TO • •􀁐􀁒􀁅􀀢􀁾􀁎􀁔􀀠ENTRY BY BIRDS SHALL BE SECURELY FASTENED TO TEE FRONT FACE 0::::":I,CH LOUVER. • • • S:i?ECI::rc.:I,-:'ION DAT.'" • T• 09/19 • • • • • • • • • --------• • • "<.R. DIV.6 " 􀁔􀁅􀁾􀁾􀁓􀀠• XXXXXXXXXXXXXX • 􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭 􀁾􀀠• Di-.:'LAS COUNTY • 􀀺􀀭􀀺􀁾􀁦􀁬􀁙􀀠<:-! X;UX 'CONT XXXX-XX-XXX • .􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀮ttl/Less tl111€!?WIsE:. SHoWN IN -nilE I'LAhI$ G:::NE?..".L NOT:::S ;,..'iD S?:::CIFICATION DATA--Sfi..lte: N?J;. NffALi.lJw£P. WII@/NEW) --------------------------------------􀁥􀁁􀀸􀁾􀀠IS 5n&WN 70 E£ 􀁉􀁎􀀵􀁾􀁌􀁌􀂣􀁰􀀠ia• E:i1$lItJG CcNlJilll'j UiIIi.s&lJ E.XIS-rlN!i• IT:::M 684. 􀁔􀁾􀁾􀁆􀁆􀁉􀁃􀀠SIGNAL CA8L:::5: • CAPUf. sl/J.J.L /3E3. I?lEMoVEP AN[) • DiS 􀁾􀁛􀀩􀀠()p BY R.. •• P.RO .1 • • TYPE C Ci-.BLE FOR LOOP D:::TECTOR 􀁌􀁅􀁁􀁄􀀭􀁾􀁎􀀠SHALL 3E NO. 18 A'tIG WIRE. •• THE CONDUCTORS IN THE TRAFFIC SIGNAL CABLE SHALL BE STRANDED FOR THIS •• PROJECT. INDIVIDUAL CONDUCTORS SHALL BE NO. 12 AWG. • • THE WJLTICONDUCTOR SIGNAL CABLE SHOvm ON 􀁾􀁈􀀺􀀺􀀺􀀠􀀿􀁌􀁾􀁾􀀧􀁬􀁓􀀠􀁓􀁾􀁾􀁌􀁌􀀠BE 􀁔􀁅􀁾􀁾􀁉􀁎􀁁􀁔􀁅􀁄􀀠• ON THE 􀁔􀁅􀁒􀀺􀀮􀀢􀀧􀀱􀁉􀁎􀁾􀀮􀁌􀀠􀁓􀁔􀀡􀁻􀁉􀁾􀀠IN TE=: r-;'"",:\}iD HOLE OF 􀁾􀁾􀀪􀁓􀁔􀀠AR.'! 􀁓􀁉􀁇􀁎􀁟􀁾..L POLES. 1r •• A 􀁓􀁅􀀿􀀢􀀮􀀿􀁟􀁾􀁔􀁅􀀠􀁾􀀡􀀢􀁵􀁌􀁔􀁉􀁃􀁏􀁎􀁄􀁕􀁃􀁔􀁏􀁒􀀠Ci-.BLE (:5 􀁩􀀭􀀡􀀬􀁾􀁇􀁬􀀠S::_:l.LL 3E USED INSI;:)::: P:::;:;:::ST;>.L • POLES 􀀻􀀧􀁾􀀡􀁄􀀠􀁺􀀮􀁬􀁾􀀮􀁓􀁔􀀠.!..R:.'1 􀁓􀁉􀁇􀁎􀁾􀀡􀁜􀁾􀁲􀀮􀀮􀀮􀀠?O!..E:S :?OM T;{E 􀂷􀀺􀀧􀀺􀀺􀀿􀀮􀁍􀀡􀁎􀁾􀀡􀀮􀀮􀁌􀀠STRI? TO ;:.;:,'..CX S::GNAL ... H:::;'.D ;'.S FO LLOvlS : * • • :::::=:;.D TYPE CONDGCTOR S!Z::: • 5 CoiDR • " 7 C::-iVR • " 5 C;VR (2 􀁅􀀮􀀮􀀮􀁾􀀩􀀠" 5 􀁃􀁾􀀻􀁾􀀿􀀢􀀠• • 􀁓􀁐􀁾􀁉􀁃􀁅􀁓􀀠!N 􀁔􀁈􀁾􀀠CONDUCTORS F:tOM TE::: 􀁔􀀺􀁓􀀿􀁈􀁉􀁎􀀻􀁬� �􀁌􀀠STRI!? 1t..T THE 􀁅􀀮􀁾􀀭􀀺􀀮􀁾􀁾􀀠􀁈􀁏􀁌􀁾􀀠TO ... • THE S!GNAL 􀁾􀁅􀁁􀁄􀁓􀀠WILL NOT B::: 􀀿􀀺􀀺􀀺􀀦􀁾􀁉􀁾􀁔􀀺􀀺􀀺􀁄􀀠!N 􀁔􀁾􀀺􀀺􀀺􀀠POLE 􀁓􀁾􀁾􀁆􀁔􀀠OR :;:.; TH::: 􀁾􀁾􀁓􀁔􀀠• • 􀁾􀁾􀁾􀀮􀀠 ... • EACH CASLE 􀁓􀁾􀁾􀁌􀁌􀀠BE IDENTIFI:::D AS SHOWN ON THE PLANS (CABLE 1. ETC.) • • -WITH 􀁐􀁅􀁾􀁾􀁎􀁔􀀠􀁍􀁁􀁾􀁾􀁉􀁎􀁇􀀠LABELS 􀀨􀁐􀁾􀁾􀁾􀁄􀁕􀁉􀁔􀀠 TY?E PLM STANDARD SINGLE 􀁾􀁾􀁾􀁾􀁅􀁒􀀠• TIE, THOMAS & BETTS TYPE 548M OR 􀀺􀀺􀀺􀁑􀁕􀁉􀁖􀁁􀁌􀁅􀁎􀁾􀀩􀀠AT EACH GROUND BOX, POLE • • BASE AND CONTROLL:::a. * • • 􀀡􀁔􀁾􀁾􀀠686, 􀁔􀁾􀁾􀁆􀁆􀁉􀁃􀀠SIGNAL POL::: 􀁁􀁓􀁓􀀦􀁾􀁌􀀺􀀺􀀺􀀺􀁓􀀠(ST:::EL): * • ------------------------------------------------• TERMINAL STRIPS IN THE SIGN;'L POLE ACC:::SS COMPARTMENT 􀁓􀁾􀁾􀁌􀁌􀀠B::: 12 • CIRCUIT 􀀳􀁇􀁃􀁾􀁾􀁾􀁾􀁾􀀠TYPE 112SN, 􀁋􀁕􀁌􀁾􀁾􀀠TY?E 9S5-G?-!2 OR EQUIVALENT. 􀁾􀁮􀁾􀁾􀀠• HORE 􀁔􀁈􀀮􀀮􀁾􀀮􀁎􀀠12 CIRCUITS ARE R:::QUIR:::n, ADDITIONAL TE?.MINAL STRIPS 0= 8 .. CIRCUITS 􀁾􀁾􀁃􀁈􀀠􀁓􀁾􀁟􀁾􀁌􀁌􀀠BE ADDED. • • Ai:..L POLE S:9.=TS 1'.ND 􀁍􀀮􀁾􀁓􀁾􀀠AR.:.'1S FOR T:1!5 ?RO':ECT S:,ALL BE M.l\.RK:::D 􀁜􀁾􀀡􀀺􀀭􀁈􀀠• !DENTIFICATION 􀁾􀁾􀁲􀁮􀀺􀀺􀀺􀁒􀁓􀀠FROM THE LAYOUT SH:::ETS ON THE 􀁐􀁌􀁁􀀮􀁾􀁓􀀠TO • S?:::C!FICATION DATA •• -----------------• 09/19 • • • • • • F . R. DIV. 6 • TEx..>.S .. Xy..x;r.ZXxxy.xxx;o:• • SHE2T • *------------------------------------------------_____-______ 9 • 􀁄􀀻􀀾􀀧􀁌􀁌􀀮􀁾􀀮􀁓􀀠COm-iTY • :--:",-{ :M XXX? 'CONT :-"D SP2CI:ICATION DAT;'.-• • • • ITEM 686, TR.,\FFIC SIGNAL POLE i'.SSEl9LIES IST=:EL): CONT'D • • FACILITATE ASSEMBLY OF THESE 􀁉􀁔􀁾􀁾􀁓􀀠IN THE FI=:LD. THE IDENTIFICATION NUMBERS SHALL BE MARKED ON THE POLE 􀁓􀁾􀀾􀀧􀁆􀁔􀁓􀀠AND 􀁾􀁾􀁓􀁔􀀠ARMS PRIOR TO • • SHIPMENT FROM THE FABRICATOR. :OR ??OJ=:CTS WITH MULTIPLE • 􀁾􀁎􀁔􀁅􀁒􀁓􀁅􀁃􀁔􀁉􀁏􀁎􀁓􀀬􀀠THE POLE 􀁓􀁡􀁾􀁆􀁔􀁓􀀠􀁾􀀲􀁉􀁄􀀠􀁾􀀻􀀵􀁔􀀠􀁾􀁟􀁾􀁾� �􀀠􀁓􀁾􀁾􀁌􀁌􀀠􀁂􀁾􀀠􀁾􀁄􀁅􀁎􀁔􀁉􀁆􀁉􀁅􀁄􀀠3Y • • INTERSECTION. • • POLES SF.ALL HAVE NUTS ON TOP :'2'lD 30T':'':::!'! (DOUBL=: NUTS) OF THE BASE • • PLATE. • .. • .􀁾􀀧􀁃􀁈􀁏􀁒􀀠BOLTS FOR K>'ST ARM SIGNAL POLES SF.ALL 􀀽􀁾􀀠SET SO 􀁔􀁾􀀮􀁔􀀠TWO 􀁩􀀧􀁾􀁅􀀠IN .. TENSION 􀀮􀁾􀀮􀁎􀁄􀀠'1"110 ARE IN COMPRESSION. • .. • r:;:HE Ta)...FFIC SIGNAL POLE HEIGHTS ;\..ND !{':.ST 􀁬􀁬􀁾􀀳􀀮􀀮􀁊􀀮􀀧􀀱􀀠LE:;GTHS 􀁓􀁾􀁏􀁴􀀭􀀭􀁔􀁎􀀠ON THE 􀁐􀁌􀀻􀀧􀁾􀁾􀁓􀀠... 􀁾􀁾􀁵􀀠IN TH=: 􀁋􀁾􀁔􀁅􀁒􀁉􀁁􀁌􀀠􀁓􀁾􀁟􀁾􀁙􀀠ARE TO 3E 􀁾􀁓􀁅􀁄􀀠FOR 3:DDING PURPOSES ONLY. .. • ?P.ZOR TO 􀀽􀁟􀁾􀁾􀁂􀀿􀁟􀀡􀁃􀁁􀀮􀁔􀁉􀁏􀁎1 􀁔􀁾􀁅􀀠CONT?_:l.CTO?., :!:i COOPE.?_:.TION 􀁾􀀧􀁊􀀡􀁔􀀺􀀡􀀠T!-£E ENG!N=:ER, II" • 5::_::lLL !-'L::l3:E ?I:=:i:..D MEASUR2MEN'!'S TO nE:T?:.?":'!:!:N'E THE: 􀀮􀀺􀀧􀁊􀀧􀀺􀁔􀁵􀀢􀁾􀀬􀀬􀁌􀀠?OLE :i3IGHT -.r !'iECESS;'....::t.Y TO ENSURE 􀀮􀁾􀀠􀁖􀀽􀀺􀁒􀁔􀁉􀁃􀀮􀀻􀀺􀁩􀁾􀁌􀀠􀁃􀁌􀁅􀀮􀁾􀁒􀀮􀁾􀁾􀀻􀀺􀀽􀀺􀀠0= 5. 􀀲􀁾􀀠(17 :::':?:T) MIN!MtiM, 􀁾􀁜􀁩􀁾􀀠.. S.8M (19 ?EET) l"....-XIM"GM FROM THE RO;'.DI-I;:.:' SURFF-.CE TO TEE BOTTOM OF T:!E • :'OWEST POINT ON THE SIGNAL HE.;D ASS=::·S::.c OR HAS:' 􀀮􀁬􀀮􀀺􀀺􀁴􀀮􀁾􀀠;>.)iD TO 􀁄􀁅􀁔􀀺􀀺􀀺􀀺􀀦􀁾􀁉􀁎􀁅􀀠• :':-:E ri.:I,ST 􀀮􀁾􀀮􀀿􀀮􀀻􀀮􀁾􀀠LENGTHS REQUIRED TO MOmi? '!,!-;E T?_'.??IC S 􀁉􀁇􀁎􀀮􀁾􀀮􀁌􀀠EE':\DS OVER • THE 􀁔􀁒􀀮􀁾􀀮􀁆􀁆􀀡􀁃􀀠L;...L'JES. T:iE M.,.:lRST 􀁟􀀡􀀮􀀳􀁾􀁓􀀠S::...􀁾􀀬􀀬􀀺􀀺􀀧􀀠3=: ST?....􀁾􀀮􀁲􀁾􀁈􀁔􀀠􀁾􀀮􀀩􀁩􀁄􀀠LE'V'EL IN THE • .l.R=:A WEE?::: '!'HE SIGN;>.L EE....DS .'\3.E ;'.T?;>.C"ED. THESE FIELD 􀁍􀁅􀀮􀁾􀀮􀁓􀁕􀀿􀁅􀁍􀁅􀁎􀁔􀁓􀀠;";'10 • ELEVl'.TIONS 􀁓􀁾􀀻􀁌􀁌􀀠3E DETE::<':'':I:INED F?OM ':'"E 􀀮􀁾􀀮􀁃􀁔􀁕􀀮􀀻􀁌􀀠?IELn LOC;>.TION OF THE • :::':LE ?OUND.f..;;!ONS z CONSIDERING 􀁟􀀧􀀡􀀮􀁾􀁌􀀠􀀮􀁾􀀮􀀵􀁃􀁾􀀮􀀺􀀺􀀠􀁾􀀺􀁬.•ND 3::::G:,'; GRO::.i·'N:J U":!LITI:::S 􀀮􀁾􀀮􀀮􀁎􀁄􀀠• TEE EXISTING RO?-.Dt--JAY ELEV.;'TIONS 􀁾􀁾􀁄􀀠􀀺􀀻􀀮􀁾􀀻􀀺􀀺􀀺􀀠WIW::S. • • .. ON EXISTING SIGNAL POLES, THE CONT::t.;CTOR• INSTALL NEW CONDUCTORS FROM THE 􀁔􀁅􀀺􀀺􀀼􀀧􀀺􀀧􀁾􀁉􀁾􀁩􀀻􀀧􀀮􀁌􀀠• INSIDE THE ?OLE TO THE SIGNAL HEADS, • • • .l.:C::SS. • • • .. • • 09/19• • • WILL NOT STRIP OR BE REQUIRED TR:..NSFO::<.:.'£R TO BASE • • • • • • • • • • S?ECI?ICATION DATA -----------------• • • • • • ----------------------------------------------* •• ** •••••• 􀁾􀁲􀁹􀁹􀁹􀀠••• 􀁾􀁲􀀮􀁾􀁲􀁾􀁾􀀠•••••••••••••••••••• ***w*w.y ••• 􀁾􀀮􀀪􀀪􀀮􀁾􀀪􀀪􀀮􀀪•• *** ••••. * .? . ?. or/. 6 * TEXAS • XlCf.XX:O:.:t..xxxxxx • SHEET 􀁹􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀂭-----------------• C;;"LLAS COlj'N':'"! • ,"-".·r! 􀀿􀁾􀀱􀀠XXXX 'CONT XXXX-XX-XXX ._---------------------------------------------------------• 􀁇􀁅􀁎􀁅􀁒􀀮􀀮􀁾􀀮􀁌􀀠NOTES ;'..NO S?:::C1FIC.z"TION OA'1'.'.-• • • • • " 1T:::M 688, TRAFFIC SIGNAL DETECTORS: • * " " * THIS PROJ:::CT ?EQUIP..:::S TH.l\.T SEVE?';..L LOO?5 IH THE STR::::::T SHA..,,{E THE SAM::: " GROUND BOX FO? CONN:::CTIONS TO 7H::: LOO? !.E;'.D-IN G.BL:::. THE LE.J>...D-IN S;'\'/"" CUTS 'FROM TH::: 􀁓􀀿􀀿􀁾􀀺􀀺􀀺􀀺􀀺􀀧􀀺􀁔􀀠TO THE GROUND BOX S::...􀁾􀁾􀁾􀁌􀀠MP.:!:NT.J...IN A 􀁍􀁉􀁢􀁲􀁵􀁍􀁃􀀺􀁾􀀠'*" S:::P.z"R..".TION ??'Q:.! OT":::? LOO?S O? 305MM (3.2 :NCH:::S) A.:.'iD r. MIND!""UM *" SE?A.R..'.TImi OF :"52MM (6 !NCH:::S) ??OM 0'1',,:::1'. LEAD-:N SA.;·/CUTS. •" * " " " • • • ALL LOO? I-I:::R=: ?RdM THE LOOP IN TH::: ST?.:::=:T TO TF.E GROLOiD BOX S;U\.LL B::: TIGHTLY T'tI!S7::::; A MINIMUM OF 16 TIl·r;:;S ?:::R tETER (5 TI:-::::S PER FOOT) ".S * IT IS 􀀿􀀺􀀧􀀮􀁾􀀮􀁃􀀺􀀺􀀺􀁄􀀠􀀺􀁾􀀻􀀠TH::: LE':>-.D-IN S':>-.\-I CUT. * " • " " " ., * GROUNDED SHIELDS ARE REQUIRED ON THE DETECTOR LE>..D-IN 􀁃􀁾􀁾􀁌􀁅􀀠AT THE .,., CONTROLLER ONLY. DE·TECTOR LEAD-IN 􀁇􀁾􀁌􀁅􀁓􀀠SH.l\.LL BE RUN CONTINUOUSLY * ., WITHOUT SPLICES FROM THE CURBSIDE 􀁇􀁒􀁏􀁵􀁾􀁄􀀠BOX TO THE 􀁃􀁏􀁎􀁾􀁒􀁏􀁌􀁌􀁅􀁒􀀠􀁷􀁾􀁅􀁒􀁅􀀠" ?OSSIBLE. IP SPLICES MUST BE K;DE, 􀁔􀁾􀁾􀁙􀀠SHOULD BE 􀁾􀁾􀁾􀁅􀀠IN A POLE BASE, '*" IF ?OSSIB!..E. SPLICES SHALL BE SOLDER 􀁃􀁏􀁾􀁾􀁅􀁃􀁔􀁅􀁄􀀠(INCLUDING TH::: GROUND * * WIRE) 􀀻􀁕􀁾􀁄􀀠THE SPLICE CONNECTION S5ALL B::: INSULAT:::D 􀁗􀀱􀁾􀁈􀀠THE&XO-SETTING " M.l\.TERIALS. S?:'ICES AT THE CURB SIDE GROt.."1D BOXES SH.>,:"L ;'.LSO BE 􀁍􀀮􀁾􀀮􀀮􀁄􀁅􀀠:)1 * THE S':>-_'!E M.;.t.JNER. •" ., * * DETECTOR :"=:AD-!N CABL:::S SF_;LL BE IDENTI?I:::D AS 􀁓􀁈􀁏􀁾􀁊􀁎􀀠ON THE PLANS " * (PHASE 1, ETC.) WITH 􀀿􀁅􀀦􀁾􀁾􀁅􀁎􀁔􀀠M.>,RKING L.";3ELS 􀀨􀀿􀀻􀀾􀀧􀁾􀁾􀁕􀁉􀁔􀀠TYPE PLM , 􀁔􀀡􀁩􀁏􀁾..􀁴􀁾􀁓􀀠... * '" BETTS TYPE 5'; 3M ST.;.t.IDARD SINGLE 􀁾􀁌􀁜􀀺􀁴􀀮􀀧􀀼􀁅􀁒􀀠􀁾􀀡� �􀀠OR EQUIVA:'ENT) .;T E..;CH • GROUND BOX, ?O;:'E BASE, A.:.'lD CON':'ROLLE:t. * • * " " 􀁓􀀿􀁾􀁃􀀡􀁐􀀡􀁃􀁁􀁔􀀡􀁏􀁎􀀠DATA * " -----------------** 09/19 ............-v * S'"',,""'" ;II/} " . 􀁾􀀭􀁾􀀠.. ------... • SHEET1l' • 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁟􀀮.. • D;'.LL".S COUNTY • ,....'tfy F'M XXXX 'CONT y.xXX-XX-XXX " • 􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭• • GENER."'-L NOTES ".ND SPECEICATION DA'::'A-• " • • ITEM 688, T!U\FFIC SIGNAL DETECTOP.S: CONT'D • INSTALLATION OF THE LOOP DETECTORS SHALL BE 􀁾􀁾􀀮􀁄􀁅􀀠DURING 􀁏􀁆􀁆􀀭􀁐􀁅􀀻􀀾􀀧􀁟􀁾􀀠.. • 􀁔􀁒􀀮􀁾􀁆􀁆􀁉􀁃􀀠PERIODS. * PEDESTRIAN PUS:! BUTTONS 􀁓􀁩􀀢􀁟􀁾􀀮􀁌􀁌􀀠BE IN Cm!PLLl'u'lCE 'tiITH THE 􀁁􀀮􀁍􀁅􀁒􀁉􀁃􀀻􀀧􀁾􀀻􀁓􀀠I'IIT:: .. 􀁾􀀡􀁓􀁁􀁂􀁉􀁌􀀡􀁔􀁉􀁅􀁓􀀠ACT . .. " PEDESTRIAN PUSH BUTTONS SC'..ALL BE MOUNTED AT A HEIGHT OF 1.lM (3' -6") .. .. ABOVE THE SIDEWALK l'.,ND SHl'.LL BE OF THE TYPE THAT :L"'-VE PERMANENT-TYPE .. .. SIGNS WITHIN THE DETECTOR u-WIT 􀁾􀁾􀁉􀁃􀁈􀀠EXPLAINS THEIR PURPOSE 􀁾􀁾􀁄􀀠.. .. INDICATES ,mICR CROSSWALK SIGNAL IS ACTUATED ... .. THE PUSH BUTTON Sl-'..ALL BE ACTIV;'.T=:D BY A MINIMUM OF' 50M£1 (2") cmlVEX .. .. .. PLUNGER. A PROTECTIVE SHROUD SKi'.L!:.. =:NC!RCLE THE PLI'.INGER TO DETER • 􀁖􀀻􀀧􀁾􀀧􀀱􀁄􀁁􀁌􀁉􀁓􀁍􀀮􀀠TR=: SHROUD 􀁓􀁡􀁾􀁌􀁌􀀠BE CAST AS 􀀿􀀻􀀧􀁟􀁾􀁔􀀠OF THE HOUSING COVER. 􀁾􀁾􀁾􀀠.. .. PLUNGER 􀁓􀀺􀀺􀁟􀁾􀀮􀁌􀁌􀀠PP.DTRUDE BEYOND '.':':!E ??OTECTIVE SHROUD ;.. DIST.l'u'1CE 􀀮􀁾􀀮􀁄􀁅􀁑􀁕􀀻􀀧􀀮􀀺􀀺􀁅􀀠.. .. .. ..• :..􀀻􀀺􀁾􀀡􀁌􀁅􀀠ST.il....'.,.TED LEAD-IN CABLE ;',,"""0 􀁳􀁡􀁾􀁌􀁌􀀠ALSO 3E USED IN DETE?2>!INING • 􀁔􀁾􀁾􀀠􀁬􀀿􀁅􀁒􀁃􀁾 􀁾􀁁􀁇􀁅􀀠SHIFT IN LOOP INDUC'::.'A.'1CE FOR VA-qIOUS SIZE VEHICLES TP_>"T " ., 􀁾􀁾􀁹􀀠 BE ACTUATING THE DETECTOR." •• • ALL SIGNAL CABLES AND POWER CONDUCTORS S:::..ALL BE CHECKl::':D FOR 􀁉􀁎􀁓􀁕􀁌􀀮􀁾􀁔􀁉􀁏􀁎􀀠.. RESISTANCE UPON INSTALLATION A-\iD PRIOR TO 􀁔􀁅􀁾􀁾􀁉􀁎􀁁􀁔􀁉􀁏􀁎􀀮􀀠THE TESTS 􀁓􀁐􀁾􀀮􀁾􀁾􀀠􀁾" .. BE 􀁾􀁾􀀮􀁄􀁅􀀠WI':'H A TEST SET OPER.;TING 􀀻􀀮􀀮􀁾􀀠A M:!:N!MUM OF 500 VOLTS .. .. D.C. APPL!ED '.':'0 THE CONDUCTORS ... .. .... SPECIFICATION DATA .. ------------------" .,.. 09/19.. ------- • • • • • • • • • • • • ------------------• '? R.. OIli. 6 • TEXAS • x.xxx.xxxx:S)SPECl 4*********************************************************************** c.. <-\ '" ,\0 4.';-)C r4* SPECIFICATION DATA * 􀁾..l -C \. is -;J:;> 4* TEST TO BE IN ACCORDANCE -WITH TEXAS DEPARTMENT OF TRANSPORTATION * c.." \ _ o'tl ('\ -(I S -'3S IS 4 * STANDARD TEST METHODS * -oj {) 4*********************************************************************** 4* * *GRADING REQUIREMENTS* CONSTANTS *BALL*NOTE* 4* ... **********************************MILL* ' * 4*ITEM*-DESCRIPTION * *LL * PI * * * c,. S7c> s'-"8.fAC\TAL 4* ... * %RETAINED, SIEVES ****************** *' 4* * * *MAX*MAX*MIN*MAX * * o􀁵􀁾'(;::. \1) 9 .::?4*************************************** ******************************** 4* ... *' *"*... * * 4* 132*EMBK (DENS CONTI * * * 40 8 * * * '2:: AfL\\\ 􀁜􀁾􀁃􀁜􀀭􀁜􀀠4 * * (TY C) * * * * * * 4* *' ... ... * ... *' * 4* 132*EMBK (DENS CONTI * * * 20' a * * * 4 * * (TY C) (MOD) * * * * * * 4* '#( * *... *'... *' 4*******************************************************._ ••******•••*** 4 4 􀀴􀁴􀀮􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪� �􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁴􀀪􀀠 4* 􀀭􀀭􀁾􀁟􀁦􀁎􀁉􀁍􀁕􀁍􀀠COMPACTION REQUIREMENTS FOR BASE COURSES--* 4* '1r DENS-I-TY AS DETERMINED BY COMPACTION RATIO (TEX-H3-E) * 􀀴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾􀀢􀁩􀁴􀁾􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀧􀀡􀀮􀀺􀁴􀀮􀀪􀀪􀀮􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠4 * * * ROADWAY 􀀢􀀢􀀧􀀢􀁾􀀭* RAMPS * 4*ITEM* 'MATERIAL 'It******,.....""..******************* 4 * *, .:tcCQlJRSE*DENSITY*COURSE*DENSITY* 􀀴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀮􀀱􀁲􀁾􀀬􀁴􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪� �􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀠4* .. 􀁾'* 􀁾􀀮􀀠.. .. * 4* 247* FLEZBASEDEL) * ALL * 􀀹􀁳􀁾􀁁􀁌􀁌* 95 * 4* * '*...... '* 4* 260*-M TREAT SUBGR * ALL * 95 * ALL 􀁾􀀵* 4* '* * '* '* '* 􀁾􀀪􀀮􀀪􀀬􀀠****** ***************'* *****'It* *****it*** 'it *'*'It*** '* 'It*** '* '* '* 4 SPEC2 4 BASIS OF ESTIMATE FOR PERMANENT CONSTRUCTION 4 􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁡􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠4 4 ITEM DESCRIPTION RATE UNIT QUANTITY 4 ---------------4 162 MULCH SOD 4" SY 4 164--BRDCST-,SEED----SEE-SPEes---.---------_ S'I!'4 166 * FERT (12·12-12) #/AC . AC -.-TON 4 168 VEGETATIVE WATERING -MG/AC -_-AC -.-MG 􀀭􀀴􀁾􀀰􀀴􀀭􀁓􀁐􀁒􀀧􀁬􀀺􀁎􀁬􀁉􀀺􀀭􀀨􀀭􀁄􀁕􀁓􀁔􀀭􀀭􀁃􀀰􀁎􀁔􀀩􀀠GAL/STA • -STA 􀀭􀀭􀀻􀀭􀀽􀀭􀀭􀁍􀁇􀁾􀀠 4 24-'1-FLEX-"BASE -(DEL) . ---'l'ICY -------;;::::·.--=-CY-·_--..·---==-,-TOtl4 260-LIME--(TY-A-SLURRY-) 􀀭􀀺􀀺􀀬􀀽􀀥􀁂􀁙􀀭􀀭􀁗􀁔􀀭􀀭􀀭􀀭􀀺􀀺􀀺􀀺􀀺􀁾􀀭􀀺􀀺􀂷SY...-------=-'=-'l'ON 4 OR (TY B) ------4 310-PR'l:ME-COAT-tMe"'!! 0) , GAI1;!SY • -SY-·-----__"_ GAlr 4 ----NOTE:4 :;•.•. . :':', , ::". 􀁾􀀠4 (1 )-BASE-MATERf'.lIl'rWIUGHT-BASED'"'0N. TICY-(DRY""'CClMPAeTl!!rJt 4 (2 ) ... SUBGRADE-WE:IGHll'-BASE:D..􀀧􀀨􀀩􀁎􀂷􀀭􀁾........ 􀀮􀀮􀀮􀀽􀀺􀀭􀁬􀀧􀁩􀀧􀀯􀁾􀀨􀁄􀁒􀁙-COMPACTE DI 4 # SPEC3 SPEC3 4 4 BASIS OF ESTIMATE FOR TEMPORARY EROSION CONTROL ITEMS 4 􀁣􀀽􀀽􀁾􀀽􀀽􀀽􀁧􀁣􀀽􀀽􀁾􀁣􀀽􀁮􀁟􀀽􀀽􀀽􀀽􀀽􀁧􀁧􀀻􀀽􀀽􀀽􀀽􀁣􀁾􀀽􀀽􀀽􀁟􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠4 4 ITEM DESCRIPTION RATE UNIT QUANTITY 4 ------------------------------------------4 158_BACKHOE_WORK_____CY/HR--·----.-CY·--· -----.-HR4 1 64--BRDGS'll-BEED ----.' __SEE·.SPECS·__-.-.__:::::-::--·:;" ", _.--'--" ='=-SY 4 􀀱􀀮􀀶􀀶􀀮􀀭􀀺􀀡􀀺􀀮􀀮􀀮􀀮􀀮􀁆􀁅􀀺􀁒􀁔􀀮􀀮􀀮􀀨􀁾􀀲􀀢􀀮􀀱􀀲􀀽􀁊􀀮􀀲􀀬􀀧􀀠--••#/AC--.. c····AC-.... '-·--==;::::'''TON 4 􀀮􀀮􀀮􀀮􀀮􀁬􀀶􀁡􀀭􀁬􀁬􀁅􀁇􀁅􀁔􀁁􀀧􀁬􀁬􀁬􀁬􀁅􀁊􀁉􀁁􀁔􀁅􀀺􀀡� �􀀮􀁉􀁎􀁇􀁾􀁾..".... MG/AC..... -.-AC -.-Me 4 -----4 * FOR CONTRACTOR'S INFORMATION ONLY.4 ' K$ GENERAL REQUIREMENTS H GEN 0 GEN 0 2 GENERAL: ! 􀁾􀀢􀀢􀀻􀀭􀀻􀀺􀀻􀁨􀁌􀀧􀀭􀀭L A\\3;.(L p:J'2' Rc. 1\.) \jl\t, V,'d'. \,..1)) # GEN 1 'GEN 1 3BENCH MARKS WILL BE SET BY TEXAS DEPARTMENT OF TRANSPORTATION 3FORCES PRIOR TO THE BEGINNING OF CONSTRUCTION. II GEN 2 4 A􀁓􀀻􀁃􀀭􀁜􀀿􀁬􀁜􀁒􀀮􀁾􀁾􀀮􀀠􀁾 􀀢􀀧􀁾􀀠􀁤􀁣􀀻􀀬􀀮􀁾􀀠\ 􀁉􀀧􀁾GEN 2 3PRIOR-IO CONTRACT LETTING, REPRODUCIBLE EARTHWORK CROSS SECTIONS 3WILL 􀁂􀁅􀀭􀁘􀁖􀁁􀁾􀁮􀁨􀁂􀁌􀁅􀀭􀁁􀁾􀁒􀁩􀀭􀁒􀁉􀁓􀁔􀁒􀁉􀁃􀁔􀀠OFFICE FOR BORROWING BY 􀁾􀁾􀀧􀀺􀀮􀀮􀀬􀀭3COPYING-SERVICE .,i::OMPANIES·-FbR""'I'HE-PURPOSILQf MAKING COPIES FOR THE l'W'i'.<'\,}\l, C! '/-l'"\'\!.,h..>. '< So: \ k 􀁜􀁾\...\-zr:..f:) 3PROSPEeTIVE''BiDDERS, AT THE PROSPECTIVE BIDDEiP'S--,;:XPENSE·..___ 4 􀁾􀁜􀁬􀀨􀁾􀁃􀀮􀀮􀀬􀀨􀀲􀁉􀁜􀁏􀁇􀀽􀀠􀁾PLA (x:;;;-􀁴􀀮􀀮􀀮􀀩􀁾􀁜􀀰􀀠# GEN 3 1\'_\"'11 k \. \ c,of') t (2(.,.-,,\\_ 81\ 1C:GEN3 􀁾􀁉􀁎􀀮􀁾􀁏􀁉􀁔􀁁􀁑􀁕􀁾􀁁� �DOS FORMATED DISKETTE CONTAINING THE FOLLOijING \􀁾􀀠􀁜􀁾􀀠􀁌􀁜􀀮􀀮􀀮􀁾􀁜􀁄􀀢􀀢􀀧􀀧􀁩􀀺􀀺􀀺􀀠,,,,,,,I "VZ--c 04-ORIGINAL GROUND 􀁃􀁒􀁢􀁳􀁳􀁾􀁓􀁅􀁃􀁔􀁉􀁏􀁾􀀧􀀠. 4-PROPOSED DESIGN CROSS 􀁓􀁾􀁾􀁎􀀠 I"l -f H'\:... C L; "') 'Tf2.1\ L T ) 3 (THE DATA ON THIS 􀁄􀁉􀁓􀁾􀁔􀁾􀁧􀀭􀁉􀁓􀀠􀁆􀁏􀁒􀀭􀁎􀁏􀁾􀁾􀁃􀁏􀁎􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁏􀁎􀀠PURPOSES ONLY 3AND IT IS THE RESjgDNSiBILITY OF THE PROSPECTIVE BIDDER TO VALIDATE 3THE 􀁅􀁎􀁃􀁌􀁏􀁓􀁅􀁄􀁾􀁁􀁔􀁾􀀠WITH APPROPRIATE PLANS, SPECIFICATIONS AND vtlDur,. 􀁾􀁁􀁾􀀭􀁬􀁾􀀧􀀯􀁉􀀯􀀠! 􀀳􀁅􀁓􀁔􀁉􀁍􀁁􀀧􀁬􀀿􀁩􀁉􀀮􀀮􀀮􀁆􀁏􀁾􀀠THE PROJECT(SJ. PLEASE NOTE ALSO TIIAT ..n!1l TXDOT i:-'f-( AV),. 􀁾􀁜􀁮􀀢􀀬􀀠P/o.·t /3WO!UCSTATION VERSION OF RDS IS NOT COMPATIBLE WITH THE 'PC ..A,'ISHTO 3VERSION OF RDS DUE TO INFORMATION PLACED IN DIFFERENT COLUMNS,·)_ \ \''\::,. "I\, ! ,i K ciEN 4:'" 'V GEN 4 3THE'CONSTRUCTION, OPERATION AND MAINTENANCE OF THIS PROPOSED PROJECT c:: £:l VI 'p \'II 􀁾􀀠or? \ L \" UQ 3WILL BE CONSISTENT WITH THE STATE IMPLEMENTATION PLAN AS PREPARED BY 3THE TEXAS AIR CONTROL BOARD. .-\'11 t,·V ... ) Al A.,() 4 II GEN 5 GEN 5 3,])HE..􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀁾::i.,ATTENTION IS CALLE!) ..'fQ3HE_l'RAFFIC-CONTROL· DETAILS .3 􀁆􀀮􀁄􀁒􀀭􀁓􀁅􀁁􀁌􀀭􀁃􀀭􀁏􀁁􀀧􀁬􀁙􀀳􀁐􀁅􀁒􀁁􀀧􀁍􀀺􀁏􀁎􀁓􀀭􀁓􀁉􀁬􀁅􀁅􀁔􀁾􀁅􀁌􀁓􀁅􀁗􀁈􀁅􀁒􀁅􀀧􀀢􀀠IN··THE ,I?LANS ...THIS. 􀁅􀀡􀀡􀀡􀁾􀁬􀁉􀁔􀀮􀀠 -, -=' -3INCLQD.I;;ILJ?ROVISIONS 'FOR CERTAIN SIGNS TO BE INSTALLED BY THE COIITRAc:r.QR3WHICH 􀁁􀁒􀁝􀁩􀁔􀁏􀀭􀁒􀁅􀁍􀁁􀁉􀁎􀀭􀁬􀁎􀀭􀁦􀁾􀁃􀁅􀀠AFTER COMPLETION OE-XHE_SEAb--COAT . 30PERATION UNTIL STANDARD 􀁐􀁁􀁖􀀮􀁅􀁍􀁾􀁾􀁾􀀿􀁾􀁧􀀭􀁐􀁌􀁁􀁃􀁅􀁄􀀬􀀠BUT NOT LONGER 3THAN THREE 􀀨􀀳􀀩􀀭􀁄􀁁􀁙􀁾􀁈􀁅􀀹􀁓􀀭􀁓􀀡􀁾􀁎􀁓􀀠ARE IN 􀁁􀁄􀁢􀀡􀁔􀁉􀁄􀁎􀁾􀁔􀁏􀁾􀁈􀁾􀁟􀁾􀀡􀁱􀁎􀁓􀀠AND 3.l'l.i\RR.lOABEs-:rH:ll ."i' MAY BE REQUIRED ON SHEETS BC(1-9) -94. ....-. -4 II GEN 6 GEN 6 3THE-DEII'ERMINAT-ION-OF-THE-LIQUID-LIMI!J'-OF--SOILS-SHALL-BE-J:N􀀳􀁁􀁥􀁥􀁯􀁒􀁄􀁁􀁎􀁥􀁅􀀭􀁗􀀺􀁲􀁔􀁈􀀭􀀧􀁉􀀧􀁅􀁓􀀧􀁬􀀧􀀭􀁍􀁅􀀧􀁦􀁈 􀁏􀁄􀀭􀁔􀁅􀁘􀀻􀀢􀀱􀀰􀀴􀁾􀁅􀁟􀀠. ",$ _ _ pLlI 1 n 4 ""'2. AND S\-\O" ..\t.! O('J 􀁮􀂷􀁾􀁴􀀽􀀠(' I'r y .:;./I GEN -'l-::I .r-GEN 7 3THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AN ACCURATE 3VERTI CAL AND HORIZQNTAL CONTROL THROUGHOUT THE QONTRACT. 3SURVEY 􀁍􀁏􀁎􀁕􀁍􀁅􀁎􀁔􀁓􀀬􀁾􀁲􀁕􀁒􀁎􀁉􀁓􀁈􀁅􀁄􀀠BY THE DEPARTMENT, 􀁾􀁈􀁁􀁌􀁌􀀠BE PLACED 3BY THE CONTRACTOR AT POINTS INDICATED AND AS DETAILED IN THE 3PLANS OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL 3FURNISH THE RESIDENT ENGINEER SURFACE COORDINATES AND THE 3ELEVATION OF THE SET MONUMENT AND AN AZIMUTH FROM THE MONUMENT 3TO SOME PROMINENT PHYSICAL FEATURE, PREFERABLY ANOTHER SURVEY 3MONUMENT ON THE PROJECT. THIS WORK WILL NOT BE PAID FOR 3DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID 3ITEMS. 4 II GEN 8 GEN 8 3UPON REQUEST OF THE ENGINEER, THE CONTRACTOR SHALL FURNISH TO 3THE ENGINEER A TYPED NARRATIVE REPORT, SIGNED AND DATED BY THE 3CONTRACTOR , OUTLINING THE MANNER OF PROSECUTION OF WORK THAT \/....., 3HE INTENDS TO FOLLOW IN THE 􀁓􀁕􀁂􀁾􀁅􀁑􀁕􀁅􀁎􀁔􀀠THIRTY DAY PERIOD,,-􀁜􀁾􀀺􀁬􀀮􀁌􀀮􀁌􀀧􀀮􀁊􀁴􀀩􀁴􀁾􀀮􀀩􀁾􀀠'::"'\/\("\\-\(7 v:or<.\.,-<:> : It II 􀁾􀁅􀁎􀀠9 􀁖􀁾􀀧􀁦􀀾􀀮􀀮􀀮􀁜􀀨􀀮􀀢􀁁􀀩􀁾􀀠\....·;:H..l,) oR A\'Pl2oI\C\.-VC.. >. GEN 9 3 IF AT ANY TIME DURING THE CONSTRUCTION OF THIS PROJECT THE CONTRACTOR --r-b {\ 1,\ 􀁾􀁬􀀠\􀁜􀀭􀁾􀁾􀀧􀁩􀁚􀁃􀁜􀁜􀁾􀁜􀀠3FALLS MORE THAN 30 DAYS BEHIND HIS SCHEDULE SUBMITTED UNDER PROVISIONS ,. 30F ARTICLE 8.2, HE SHALL FURNISH THE ENGINEER WITH AN UPDATED REALISTIC i ..· 3CONSTRUCTION SCHEDULE. 4 II GEN 10 GEN 10 3EXISTING ROADS WITHIN THE LIMITS OF THE PROJECT THAT ARE TO REMAIN 3TEMPORARILY FOR THE PURPOSE OF HANDLING TRAFFIC THROUGH THE PROJECT 􀁾􀀠3WILL BE MAINTAINED BY THE CONTRACTOR IN A MANNER THAT IS ACCEPTABLE 3'1'0 THE ENGINEER. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT SHALL 3BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 4 II GEN II GEN 11 3ERECTION OF POLES, LUMINAIRES AND STRUCTURES LOCATED NEAR ANY OVERIlEAD 30R UNDERGROUND UTILITIES SHALL BE ACCOMPLISHED USING ESTABLISHED l .' 3INDUSTRY AND UTILITY SAFETY PRACTICES. THE CONTRACTOR SHALL CONSULT .-3WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING SUCH WORK. .v 4 . LOC.!.. I-)C;\ p,-􀀢􀀧􀁜􀀡􀀻􀁎􀀭􀀮􀁾􀀬􀁜􀁉􀁉􀀱􀀺􀂷􀀢􀀢GEN 12 /.",'-' vII GEN 12 3THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PRESERVE EXISTING TREES 3DESIGNATED BY THE ENGINEER TO REMAIN/FOLLOWING CONSTRUCTION. THE 3CONTRACTOR IS REQUESTED TO FOLLOW THE TEXAS DEPARTMENT OF 3TRANSPORTATION'S PRUNING GUIDELINES AND OBSERVE RECOGNIZED TREE SURGERY 􀁾􀀠3PRACTICES. ADDITIONALLY, CARE SHALL BE TAKEN TO MINIMIZE DISRUPTION 30R DAMAGE TO THE ROOT SYSTEM OF THESE DESIGNATED TREES. . -i . i!:.:> Loq?.. s., aD n GEN 13 .4 &GEN 13 3THE CONTRACTOR IS ESPONSlBLE FOR STABILIZING ALL UNPAVED AREAS OF 3THE PROJECT WITH llM-'f6t-DENSFl'¥-6P-VEGETATl:VE-eOVER.--THIS IS 3TO BE ACCOMPLISHED UTILIZING THE ITEMS IN THIS CONTRACT .. 4 II GEN-14 GEN 14 3THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE POSSIBLE PRESENCE OF 3UNDERGROUND UTILITIES OWNED BY THE TEXAS DEPARTMENT OF TRANSPORTATION 3 (IRRIGATION, SIGNAL, ILLUMINATION AND/OR SURVEILLANCE, COMMUNICATION ? 3AND CONTROL) ON THE RIGHT OF WAY ON THIS PROJECT. IT IS THE , 3RESPONSIBILITY OF THE CONTRACTOR TO CALL FOR LOCATES AT TUE TXDOT 3UTILITY SECTION (320-627Q) 48 HOURS IN ADVANCE OF EXCAVATION. 4 II GEN 15 GEN 15 3THE CONTRACTOR SHALL TAKE EXTREME CARE WHEN EXCAVATING IN THE VICINITY 30F UTILITIES. THE CONTRACTOR MAY BE REQUIRED TO PROBE OR EXPOSE THESE 􀀮􀁾􀀮􀀠 3FACILITIES. THE CONTRACTOR WILL BE RESPONSIBLE POll. DAMAGES TO THE V' 3STATE'S UTILITIES IF THE DAMAGE IS CAUSED BY NEGLIGENCE OR A FAIl,URE 3TO HAVE TXDOT LOCATES PERFORMED. 4 II GEN GEN 16 GEN 16 3WHEN WORK ON THIS PROJECT IS COMPLETED, THE ENGINEER SHALL CONTACT 3THE DISTRICT ROW DESIGN SECTION. THIS SECTION WILL ARRANGE FOR 3PLACEMENT OF PERMANENT RIGHT OF WAY MARKERS BY OTHERS. n 􀁾􀁅􀁎􀀠17 l ul\ \..\-1...1\'E(l. Tk e Ref'lll 􀁜􀀧􀁉􀁜􀁾eo) GEN 17 3THE FOLLOWING STANDARD DETAIL SHEETS HAVE BEEN MODIFIED: 4 11$ ·""'SMtLIHWORte-II 100-0 100-0 2 ITEM 100: 4 -------4 II 100-1 􀁾􀀠100-1 3ALL EXISTING ROADWAY SIGNS WILL BE REMOVED BY THE CONTRACTOR DURING 􀁾􀀠3CONSTRUCTION AND PLACED WITHIN THE RIGHT OF WAY AS DIRECTED BY THE 3ENGINEER. 4 II 100-2 100-2 3ALL·EX·IS'l'ING-ROADWAY-SIGNS .. WI·LL···BE· REMOVED-BY-STATE' MAINTENANC!Iil-F6ReES -3DUR·ING-GONSTRUCT-IONIT.--4 J! 100-3 100-3 3ALL OF THE EXISTING MUSHROOM TRAFFIC BUTTONS ON THIS PROJECT 􀁓􀁉􀁾􀁌􀀠BE 􀁾􀀠3REMOVED IN A MANNER APPROVED BY THE ENGINEER AND WILL BECOME THE 􀁾􀀠3PROPERTY OF THE CONTRACTOR TO BE DISPOSED OF BY HIM OUTSIDE THE LIMITS 30F THE RIGHT-OF-WAY AT HIS OWN EXPENSE. 4 II 100-4 100-4 3THE LIMITS OF PREPARING RIGHT-OF-WAY WILL BE MEASURED -PRGM-&l'A. -' . A}3"Pe SIA. '" ALONG THE 􀁃􀁅􀁎􀀧􀁦􀁅􀁾􀁌􀁦􀁎􀁅􀀠OF CONSTRUCTION.f' "> Sl-\t')\.,.,J 1,1 0,,1 t\-\.'\':. yL 􀁾􀀠􀁾..''is''n 4100-5 N\.\ 􀀧􀀾􀁃􀁾􀂷􀀠􀁌􀁌􀁁􀁴􀁊􀁅􀁃􀀺􀀭􀁾􀁓􀀠TR\!.G: 􀁾􀂷􀁴􀁬􀀠0 􀀵􀀾􀁜􀀮􀀮􀁬􀀮􀀨􀀮􀀲􀀮􀀧􀁾􀁦􀂻􀀠\",(;.M 􀀢􀀧􀀧􀀧􀀯􀁜􀁾.._ 1\ \. ,,! \J.. l' A ( 100-5 􀀳􀁬􀁊􀀮􀀱􀁉􀁍􀁂􀁂􀁒􀀭􀁓􀁈􀁁􀁌􀁌􀀭􀁂􀁅􀀭􀁇􀁉􀀮􀁅􀁁􀁒􀁅􀁄� �􀁏􀁎􀁬􀀻􀁾􀀰􀁉􀀴􀀴􀀧􀀮􀁈􀁏􀁓􀁡􀀺􀀮􀀭􀁁􀁒􀁒􀁁􀁳􀀭􀁾􀀮􀀠"-;:, tJ\'-NO(l... 􀁌􀁫􀁾􀁃􀀧􀀺􀁾􀀺􀀭􀀧􀀧􀁜􀁐􀁈􀀧􀁈􀀬􀀬􀀬􀀠j\"l/) 􀁊􀁩􀁴􀀧􀁒􀁉􀀮􀁇􀀮􀀬􀀯􀁜􀁜􀁜􀁾􀁬􀀧􀀢􀀠􀁉􀁔􀁴􀀺􀀺􀀮􀀮􀁍􀀮􀁾􀀠'-_\I\'r 􀁁􀁾􀁜􀀺􀀧􀀠-Co rs,GR'C.':H\o'\jeQ ML'\J;;-";:.I-\<.')\,>..) blV \\-t\:: \,,\..A,.\ \, 1ll'l DAll.G.. [' f p/nO i"o{L -."r)("' (-\1'1 . V::, '('\G, t ,1\9 Z "H'l( 􀁔􀀧􀁜􀁾􀀫􀀴􀀻􀁜􀀭􀁜􀀮􀁽􀀮􀀨􀀠􀀢􀁈􀂷 􀁄􀀭􀀮􀀵􀁍􀁻􀀡􀁾􀀬􀀨􀀬􀁜􀀮􀁴􀀧􀀭􀁲􀁴􀂷􀁁􀁲􀁴􀀺􀁳􀀩....􀀢􀁩􀀢􀀧􀁴􀁩􀀭􀀬􀀧􀀢􀀺􀁾􀀭􀀻􀀻􀀮􀀮􀁜􀀢􀀬􀁜􀀬􀀬􀀬􀀬􀁾􀀮􀀬􀀮􀀮􀀮􀀮􀀮􀁪􀁣􀀻􀀮􀁾􀀭􀀢􀀢􀀺􀀺􀀱􀀠 .5 􀁾􀁾􀁾􀀡􀀮􀀧􀀮""1 14 -􀁏􀀡􀁊􀀽􀀺􀀡􀀽􀁴􀀧􀁥􀀺􀁎􀁾􀁥􀁡􀁾􀀮7 4 II :100-6 100-6 3ALL MAILBOXES WITHIN THE PROPOSED CONSTRUCTION SHALL BE REMOVED AND • 􀁾􀀠3RESET BY THE CONTRACTOR. THIS WORK WILL NOT BE PAID FOR DIRECTLY, BUT 􀁾􀀠 3SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 D 100,104-0 100,104 2 ITEMS 100 AND 104, -0 4 ----------------4 D 100,104-1 ' ..I \l.. 100, 104 3" REMOVltm CONCRETE" WILL BE PAID FOR ON EXISTING CONCRETE STREETS:'ltv. e-tH II.\'l S' I ... , 􀁴􀀺􀁉􀁾'-IV}:l.\"; S AtJ \) -1 30NLY. REMOVAL OF ALL OTHER AREAS OF CONCRETE SHALL BE INCLUDED UNDER b R \ \llC"I/-.) 􀁾􀀢􀀠S 3ITEM 100., 􀁥􀀭􀀧􀀱􀀢􀁾􀀧􀀢􀁔􀁉􀁕􀁾􀀠" D 􀁾􀁏􀁏􀀠,104-2Rl.:!'N\«>Vl\-\'" 􀁏􀁾􀁾􀀭􀀧􀀻􀀻􀀢􀀢􀀢􀀨􀁉􀁜􀁵􀀮􀀮􀀮􀁾􀁄􀀠􀁾􀁴􀁊􀁌􀀨􀀲􀀮􀁜􀀺􀀺􀀮􀀮􀀭􀀬􀁜􀁾􀀠􀁣􀀺􀀮􀁕 􀁥􀀮􀁜􀁾􀀠ohl 􀁇􀀺􀀺􀁴􀁊􀁃􀁦􀀮􀁬􀀬􀁜􀀡􀀮􀁾􀀠l'h.\I\:?AM::."IT Oft,. 100,104 3 ''RBMffiI'f:N€I eONeREl\I'B-eI'JRB. MiS GtJJ!lIBR:" WILL BE PAlEr 1'0R-JU.ONG ' I -2 3 ElC:f'S'HNtre:ONCRETI!h9TRElEl'PS- C:lNE.Y • ALL-OT.HBR--eURB-JlNf)-6UT'l'ER-WILL BB 1'11,\5'-' 0 I I'r"-I'r"-J 3CONSIDERED AS SUBSIDIARY TO ITEM J;(l1l-\ 0 4 . 4 II 104-0 104-0 2 ITEM 104, 4 -------4 II 104-1 104-1 􀀳􀁒􀁅􀁍􀁏􀁹􀀧􀁾􀁌 􀀠OF MONOLITHIC CONCRETE CURB SHALL BE ACCOMPLISHED BY 􀁁􀁎􀁙􀀭􀁍􀁅􀁔􀁾􀁾􀀠􀀳􀁁􀁐􀁐􀁒􀁏􀁖􀁾􀁈􀁾􀁇􀁉􀁎􀁅􀁅􀁒􀀮􀀠IN THOSE ARBAS WHERE 􀁔􀁈􀁾􀁟􀁦􀀬􀁁􀁖􀁅􀁍􀁅􀁎􀁔􀀭􀁲􀁳􀀭􀁎􀁏􀁔􀀠TO 3BE OVERLAID, A 􀁓􀁍􀁏􀁏􀀧􀁔􀁾􀁕􀁒􀁾􀁗􀁉􀁌􀁌􀀠BE.-Jl,EQUIRED1'FTER THE CURB REMOVAL 30PERATION HAS BEEN 􀁃􀁏􀁍􀁰􀁾􀁡􀁴􀁳􀁾􀁾􀁎􀁇􀀭􀁏􀁒􀀭􀁑􀁒􀁉􀁎􀁄􀁉􀁎􀁇􀀠WILL BE CONSIDERED AS 3AN 􀁁􀁃􀁃􀁅􀁐􀁔􀁾􀁾􀁅􀀭􀁍􀁅􀁾􀁈􀁥􀁄� �􀁁􀁔􀀠THESE LOCATIONS. 􀁍􀁅􀁾􀁓􀁕􀁒􀁅􀁍􀁅􀁎􀁔􀁟􀁁􀁎􀁄􀀠PAYMENT SHALL .3BE-IN--ECCORDANCE WITH THIS ITEM. -'-___ 4 II 104-2 104-2 3SAWING OF CONCRETE, WHERE PORTIONS ARE TO BE LEFT IN PLACE, WILL NOT 􀁾􀀠3BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 4 II 104-3 104-3 􀀳􀁄􀁒􀁉􀀱􀁬􀁅􀁗􀁁􀀧􀁴􀀧􀁓􀀧􀀢􀁦􀁩􀁬􀁍􀁥􀁁􀁔􀁥􀁡􀀭􀁥􀁎􀀢􀀢􀁬􀀧􀁈􀁅􀁬􀀭􀀢􀁩􀁬􀀮􀁅􀁍􀁥􀁖􀀺 􀁩􀁜􀁉􀀺􀁲􀀭􀁩􀀺􀀢􀁐􀁅􀁍􀁓􀀭􀁓􀁈􀁥􀁅􀁔􀁓􀀧􀀧􀀭􀁓􀁈􀁁􀁌􀁌􀁾􀁂􀁅􀂷􀀭􀁉􀁎􀁑􀁌􀁕􀁄􀁅􀁄􀀭􀀻􀁲􀁎􀀧􀀠3THE·'ONIT-PRHlE"BID-PER-SQUARE.-..¥ARB-OF-IiREMOVING"OLD, CONC (PAV)". 4 II 104,496-0 104,496 2 ITEMS 104 AND 496: -0 4 ----------------4 II 104,496-1 􀁾􀀠104,496 3CONCRETE PAVEMENT REMOVED AS A RESULT OF REMOVING THE INLETS WILL NOT v' -1 3BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED AS 3SUBSIDIARY TO ITEM 496. 4 II 110-0 110-0 2 ITEM 110: 4 --------4 􀁾􀀠 1I 110-1 /I 110-2 II 􀁾􀁾􀀰􀀬􀀲􀀶􀀰􀀠n 110,260 -1 II 110,260 -2 n 132-0 1I .110-1 . 􀀳􀁉􀀡􀁘􀁥􀁬􀁗􀀧􀀺􀁬􀀡􀁔􀁲􀁯􀁎􀀧􀀢􀀢􀁆􀁏􀁒􀀭􀀱􀀩􀁒􀁾􀁭􀁜􀀺􀂷􀁦􀁦􀁬􀀭􀀻􀁜􀁭􀁴􀁾􀁾􀁎􀀹􀀭􀁗􀁩􀂣􀀭􀁉􀀧􀁭􀀭􀁎􀀶􀀧􀁬 􀀮􀀧􀀭􀁂􀁅􀁬􀀭􀁐􀁁􀀻􀁈􀁬􀀭􀁅􀀧􀁡􀁒􀀭􀀳􀁪􀁈􀂷􀁒􀁅􀁾􀁈􀁬􀁜􀁌􀁲􀀬􀀬􀀭􀁂􀁅􀁉􀀭􀁏􀁏􀁎􀁓􀀭􀁉􀁄􀁅􀁒􀁅􀁄􀀭􀁓􀁬􀁊􀁂􀁓􀀭􀁉􀁄􀁉􀁁􀁒􀀧􀁩􀀭􀀧􀁬􀀧􀀭􀁇􀀭􀀧􀁉􀀧􀁈􀁉􀁓􀀭ITEM. 4 110-2 􀀳􀁅􀁘􀁇􀁁􀁖􀁁􀁾􀁾􀁾􀁎􀁾􀁒􀀠PRII1 FWhYS, 􀁧􀁌􀁅􀁅􀁐􀁅􀁒􀀭􀁂􀀴􀁁􀁂􀁓􀁲􀀭􀁁􀁌􀁌􀁅􀁾􀁓􀀭􀁁􀁎􀁄􀀭􀁉􀁎􀁔􀁅􀁒􀁓􀁅􀁃􀁔􀁉􀁏􀁎􀁓􀀭􀁗􀁌􀁌􀁌􀀠􀀳􀁎􀀰􀀧􀁬􀀧􀀭􀁂􀁬􀁩􀁬􀀭􀀭􀁩􀀧􀁍􀀮􀁪􀀩􀁾􀁡􀀭􀁭􀀺􀀭􀁒􀁅􀁇􀀱􀀧􀁌􀂥􀀢􀀭􀁲􀀭􀁂􀁵􀀮􀁲􀀭􀁓􀁬􀁬􀁁􀁌􀁌􀀭􀁂􀁅􀀭 􀁇􀁑􀁎􀁓􀀺􀁲􀁯􀁅􀁒􀁅􀁄􀀭􀁓􀁕􀁂􀁓􀁉􀁄􀁉􀁁􀁒􀁙􀀭􀁔􀁏􀀭􀀧􀁬􀀧􀁈􀁉􀁓􀀮􀀠AL-r 􀀳􀁉􀁾􀀠no _ \ 􀀬􀁲􀀭􀁾􀀰􀀧􀁦􀀡􀀮􀀮􀁔􀁃􀁜􀀠\" Lr.; t;;;,. ''''''-1''\ -'( to\-l'M\:i;; Atf'U . I i10,260-0 C-.. IJ 􀁣􀀮􀁾􀁾􀂷􀁾􀁣􀀠􀁩􀀺􀀬􀀬􀀬􀀬􀀮􀁾\':-" c...oMff. L \: 􀁨􀁽􀁾<-.,'l? I; 0 c􀁾􀀠􀀺􀀺􀁾􀁾􀁾􀁟􀁾􀁾􀁾􀁟􀁾􀁟􀀺􀁾􀁾􀀧􀀠 \"0 <2) S '/<> pat" \. eel . 4 110,260-1 . 3THE-C:ONTRACTDR •.SllALL BE RESPONSIBLE FOR THE FURNI§HING·r__3MAINTENANCE AND-STORAGE 􀀭􀁏􀁐􀀮􀀢􀁏􀁾􀁃􀁌􀁅􀁁􀁒􀀮􀀭􀁬􀀧􀁬􀁅􀁎􀁓􀁔􀁲􀁉􀁭􀁩􀀮􀁕􀁇􀁅􀀠30N THE 􀁐􀁒􀁏􀁊􀁧􀁣􀁲􀀮􀀮􀀮􀁄􀁕􀁒􀁊􀀺􀁎􀁇􀀧􀀢􀀧􀁬􀀧􀁈􀁅􀁾􀁃􀁅􀁍􀁅􀁎􀁔􀂷􀀠OF- -THE LIME TREATED SUBGRADE, 3ACP--AND-EMBANKMENT. 4 110,260-23ALL EQUIPMENT, STORAGE AND 3BY THE CONTRACTOR SllALL BE 3ITEMS AND WILL 4 132-0 2 ITEM 132,! --------132-1 NOT BE PAID I''l..-\ 􀁃􀀭􀀧􀀡􀀮􀁜􀀧􀀾􀀭􀁲􀁜􀁾􀀨... \!.1,.<::"'A.'.lA4:..;....o f'J'.I\4:<%iI2\lI\... . B,e \,-'C:.u,>c:...<;:, "MC> c-,. 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I tJ 􀁾􀁷􀀨􀀮􀀮􀀠,J -1 􀁾􀁓􀁌􀁏􀁐􀁅􀁓􀀭􀁁􀁎􀁴􀁊􀀮􀀮􀀴􀁗􀁦􀀭􀁇􀁈􀁅􀁓􀀬􀀭􀁅􀁘􀁇􀁌􀁕􀁉􀁊􀀮􀀱􀁎􀁇􀀭􀀱􀁜􀁒􀁅􀁁􀁓􀀭􀁔􀁏􀀭􀁂􀁅􀀧􀁐􀁁􀁖􀁅􀁄􀀷􀁾􀀠\J--..\ (J \ '''II t\ (), , # 164,166-2 164,166 􀀳􀁂􀁒􀁏􀁁􀁄􀁥􀁁􀁓􀁔􀀭􀁓􀁅􀁅􀁡􀁦􀁎􀁇􀁾􀀭􀁆􀁅􀁒􀁾􀁨􀁅􀀳􀁅􀁒􀀭􀁓􀁈􀁁􀁌􀁌􀀭􀁂􀁅􀀭􀁂􀁾􀁁􀁇􀁅􀁄􀀭􀁑􀁎􀀭􀁁􀁌􀁌􀀠-2 3UNSURF-AGEl'l-m;S'l'IJRBED 􀀢􀁁􀁒􀁅􀀬􀁬􀁜􀀮􀁓􀂷􀁾 􀁂􀂷􀀧􀁄􀁉􀁒􀁅􀁃􀁔􀁅􀁄􀀭BY-'THE" ENGINEER .. 4 􀁾􀀠164,166-3 164, 166 3 BROADCAST-SEE13i-NG--AND-FBR!JlH>I-£ER-SHALL-BE-USED-FOR-'l'EMPORAR¥, -3 3 EROSIGN-CONWROr,.,--tIIHE-1?URE-blVS--SEED ;-'OF -THE "COOL-SEASON""PQffiTS, 􀀳􀁐􀁌􀁁􀁎􀁔􀀭􀁅􀁄􀀭􀁐􀁅􀁒􀀭􀁁􀁇􀁒􀁅􀀭􀁓􀁈􀁁􀁌􀁌􀀭􀁂􀁅􀀭􀁓􀁉􀁕􀁬􀁈􀁅􀁅􀀭􀁁􀁎􀁎􀁕􀀱􀁜􀁌􀀭􀁒􀂷􀂥􀁅􀀭􀁯􀁒􀀭􀀭􀁓􀁕􀁄􀁁􀁎􀁇􀁒􀁁􀁓􀁓􀁾􀀠4 .,.. # 164,166-4 164,166 3 SEED ING-AND-l'lElRIDI,LI EER-WILL-BS-PLAeED-ll.S -A"Wll.TER-SLURRY'. -4 4 1􀁾􀀠 166-0 166-0 : 􀀺􀀺􀁾􀁾􀁟􀀺􀁾􀁾􀀺􀀠 􀀬􀀢􀁾􀁾􀁟􀁜􀁾􀁬􀀺􀀧􀀧􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀀮􀁜􀁾􀀠􀁟􀀡􀀺􀀡􀁜􀁜􀀨􀀻􀁾􀀠􀁾􀁣􀁾􀀠� �􀀩􀁾􀀠!-let􀁔􀁁􀁾􀀠􀁾􀀠166-1 \ /_ I ' ( 166-1 3THE MINIMUM RATE OF APl?l '>.)..7 􀁾􀀠i66-2 A􀁦􀀧􀁦􀀧􀁃􀁬􀁜􀀬􀀮􀀩􀁾􀁜􀀠0\-􀁾􀁮� �􀀮􀀮􀁬􀁜􀁜􀀮􀀭􀁲􀀼.. tS(L-􀁆􀂷􀁾􀀨􀀲.... IH\:> h':",b\!.I...."\ WI'-L-&.C;166-2 3THE ANALYSIS OF THE FERTILIZER AS SPECIFIED IN ARTICLE 166 -2 f")' ,,, 1 .r> ,,-D' k\.... t I-) ':'\DI/\ 􀁾􀁽􀀠0/'-r\"\ l -"I Cl "'" I'·')/I 204-1 \0<:.,.. _ 204-1 3SPRINKLING, AS ORDERED BY THE ENGINEER TO CONTROL DUST ON THIS 3 PROJECT, SHALL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS. 4 # 247-0 247-0 2 ITEM 247: 4 -------4 II 247-1 􀁾􀀴􀀷􀀭􀀱􀀠 􀀳􀁔􀁈􀁅􀁾􀀢􀁏􀁾􀁏􀁾􀁾􀁾􀁏􀁾􀁾􀁔􀁔􀁏􀁎􀀧􀁏􀁏􀁏􀁒􀁓􀁅􀀠􀁓􀁾􀁾􀁆􀀭􀁓􀁕􀁃􀁮􀀭􀁑􀁕􀁁􀁌􀁾􀁔􀁙􀀭􀁔􀁈􀁬􀁜􀀮􀁔􀀭􀁗􀁈􀁅􀁎􀀠-3 REPRESENTAT·I.>JE-SAMPLES-ol.'-Rll.W-MATERIA LS , .. TO.. B/il-SUBMITTED -' 3BY THE CONTRACTOR.,"-AREl-MI:KED-WITH -THE QUANTITY-OF' LIME "',.-:;:) 􀀧􀁾􀁾􀁾􀁏􀁗􀁎􀀠ON THE PLANS, 'TRIAXIAL CLASS 2 MATERIAL (OR BETTER) WILL RESULT 3WR N TESTED BY TEST METHOD TEX-12l-E. THE S1IMPLE TO BE 3SUB TTED BY THE CONTRACTOR SHALL BE SECURED FROM TRE CRUSHER 30R BY DRILLING METHOD APPROVED BY THE ENGINEER S,UCR THAT 3THE S1IM ED MATERIAL WILL BE REPRESENTATIVE OF THE PROPOSED 3QUARRY.4???? SPECIF TRIAXIAL CLASS l' FOR ??? 4???1 ROADWAYS .OVE 70,000 ADT. ??? 4 II 247-2 247-2 3FOUNDATION CUURSE QOiINTITIES ARE BASED ON 1 C.Y. = 115 LBS. 3COMPACTED DRY WEIGHT. 4 II 247-3 247-3 3WHEN TESTED BY TEST METHOD fs 􀀭􀀱􀀲􀀱􀀭􀁅􀀬􀁾􀁅􀀠MATERIAL SHALL BE OF SUCH 3QUALITY THAT WHEN REPRESENTAT S P"LES OF RAW MATERIAL, TO BE 3SUBMITTED BY THE CONTRACTOR, AR XED WITH THE QUANTITY OF LIME 3SHOWN ELSEWHERE IN THE PLANS, JSuALCLASS I MATERIAL WILL RESULT. 4 II 247-4' 247-4 3THE CONTRACTOR WILL BE RE UIRED TO PROV 􀀧􀁾􀁃􀁃􀁅􀁓􀁓􀀠TO PRIVATE PROPERTY 3AT ALL TIMES. BASE 􀁍􀁁􀁬􀁅􀁾􀁉􀁁􀁌􀀠 USED IN TEMPO Y DRIVEWAYS WILL BE PAID 3FOR BY THE TON. 􀁄􀁾􀁉gwAYS WILL BE PLACED AC 􀁾􀀸􀀸􀁄􀁉􀁎􀁇􀀠TO TRE ENGINEER. 3TEMPORARY DRIVEW WILL BE CONSTRUCTED IMMEDLATELY AFTER THE 3CONTRACTOR HAS STURBED OR ALTERED THE 􀁁􀁄􀁊􀁁􀁃􀁅􀁎􀁔􀀧􀁾􀁒􀁏􀁐􀁅􀁒􀁔􀁙􀀠OWNER'S 3ACCESS TO HI ROPERTY. 􀁾􀀠4, . II 247-5 , . 247-5 3TOLERAN ES SPECIFIED IN THIS ITEM WILL BE PERMITTED ON 'I' IS PROJECT. /I 􀁾􀀴􀁊􀀮􀀴􀀢􀀠􀁾􀀠247-6 􀁾􀁐􀁅􀀠D MATERIAL WILL BE CRUSHED CONCRETE. 4 ' II 251-0 253.-0 2 ITEM 251, 4 -------4 II 251-1 251-1 3ALL EXCAVATION REQUIRED BY,THIS ITEM IN THE PREPARATION OF THE 3SUBGRADE WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED 􀁾􀁓􀁕􀁂􀁓􀁉􀁄􀁉􀁁􀁒􀁙􀀠TO TillS Ill'SM. O'\\\'C:VL. 1'"1 C N\ :-, II A51-2 253.-2 3THB.,SALVAGED BASE SHALL BE SALVAGED FROM THE EXISTING SHOULDERS _.􀀳􀁗􀁉􀁔􀁈􀁉􀁎􀁾􀁾􀁾􀀠LIMITS DESIGNATED BY THE ENGINEER AND SHALL !BE PLACED ON""l'H FRONTAGE ROAD. . " .. ,., .. II 253.-3 .-•.". 253.-3 3THIS ITEM CONSISTS OF SALVAG 􀁇􀀮􀁾􀀮􀁒􀁅􀁐􀁾􀁃􀁉􀁎􀁇􀀠THE BASE MATERIAL IN THE 3EXISTING SHOULDERS AND 􀁔􀁒􀁁􀁎􀁓􀀡􀁔􀁾􀀰􀁎􀁾􀁾􀀭􀁔􀁈􀁅􀀠CONTRACTOR WILL BE PERMITTED 3'1'0 COMPACT THE SALVAGED.,.J3ASE TO BE REPLACED"WITH ANY TYPE OF EQUIPMENT 3ACCBPTABLE TO 􀁔􀁉􀁉􀁾􀁎􀁇􀁔􀁎􀀧􀁅􀁅􀁒􀀮􀀠' . '''--..",4 _______ -.-" II 251-4 _______"'____. 251-4 3THE "PRICE BID PER STATION FOR "REWORKING BASE MATERIAL (TYPE 􀁂􀁦􀀢􀀭􀁓􀁈􀁾􀀠 \<'() ............lJCLUDE THE SALVAGING OF BOTH EXISTING SHOULDERS, AS DIRECTED BY 􀁔􀁈􀁅􀀢􀁾􀀢􀀧􀀢􀀠. 􀀳􀁅􀁎􀀵􀁩􀀭􀁎􀁾􀁒􀀮􀀠BASE WILL BE SALVAGED BELOW SUBGRADE ELEVATION.NO 􀀮􀁾􀀬􀁲􀀢􀂷3STOCKP G OF SALVAGED MATERIAL MAY BE USED AS APPROVED BY,THE 3ENGINEER, 􀁾􀁒􀁄􀁅􀁒􀀠TO PRESERVE AND PROTECT THE 􀁍􀁁􀁔􀁅􀁒􀁉􀁾􀀮􀁕􀁎􀁔􀁉􀁌􀀠IT . 3CAN BE USED Iir"ll PROPER SEQUENCE OF CONSTRUCTION ,_.,,(" 4 " II 251-5 ,,,,,,,,,," 251-5' 3SALVAGED BASE, NOT USED OUT ABOVE;,,'SiiALL BECOME THE PROPERTY OF 3THE CONTRACTOR AND BE DISPOSE 􀁾􀁹RIM OUTSIDE THE LIMITS OF THE 3RIGHT-OF-WAY AT HIS OWN 􀁅􀁘􀁐􀁅􀁎􀁓􀁅􀀮􀁾􀀠MANNER SATISFACTORY 3TO THE ENGINEER. THIS WORK 􀁉􀁾􀁾􀀠NOT 􀁅􀁾􀁉􀁄􀀠FOR DIRECTLY, 3BUT SHALL BE CONSIDERED IDIARY TO 􀁔􀁈􀁉􀁾􀁾􀁍􀀧􀀠4 /I 251-6 251-6 3EXISTING 􀁁􀁓􀁐􀁾􀀠TO BE REMOVED SHALL BE SAWED ALONG 􀁁􀁾􀁌􀁉􀁎􀁅􀁓􀀠3WHERE 􀁐􀁏􀁒􀁔􀁾􀁤􀁎􀁓􀀠ARE TO BE LEFT IN PLACE TEMPORARILY OR PERMAN?NTLY. 3SAWING'WILL BE CONSIDERED SUBSIDIARY TO THIS ITEM AND NO 􀁾􀁾􀀠3DIRECT PAYMENT WILL BE MADE. 􀁾􀀠,-4/I 251,260-0 251,260 2 ITEMS 251 AND 260, -0 Y4 ----------------􀀴􀁾􀀬􀀠. /I 251.,,260-1251,260 􀀳􀁓􀁁􀁌􀁖􀁾􀁇􀁅􀁄􀀠AND REPLACED BASE SHALL BE COMPACTED IN ACCORDANCE WITH -1 3THE DE!,:!SITY REQUIREMENTS SROWN IN ITEM 260, "LIME 3TREATMENl' FOR MATERIALS USED AS SUBGRADE (ROAD MIXED}". /4 , II 260-0 ,/260-0 2 ITEM 260, L'4 -------4 II 260-1 260-1 3THE STANDARD PLATFORM 􀁾􀀦􀁕􀁃􀁋􀀠SCALES WILL BE 􀁒􀁅􀁾􀀠IRED FOR THIS PROJECT 3AND SHALL BE LOCATED AT 􀁾􀁐􀁏􀁉􀁎􀁔􀀠APPROVED B¥#THE ENGINEER. CERTIFIED 3PUBLIC SCALES, WHEN APPROQEQ BY THE ENGINEER, MAY BE USED, PROVIDING 3THEY CONFORM TO THE 􀁒􀁅􀁑􀁕􀁉􀁒􀁅􀁍􀁅􀁾􀁔􀁓􀀠SET FPRTH IN ARTICLE 520.3(1). 4 II 260-2 ,260-2 3THE LIMITS 􀀻􀁾􀁆􀀠PAYMENT FOR THIS 􀁾􀁔􀁅􀁍􀀬􀁓􀁈􀁁􀁌􀁌􀀠BE 3TO THE DIRT CROWN LINE 0ZBKET SECTIONS.4 , II 260-3 '" 260-3 3TRE LIMITS OF PAY ON 􀁔􀁾􀀠ITEM SHALL BE FROM A POINT 2.0 FEET FROM THE 3BACK OF CURB ONZ,URBl)' SECTIONS. • ,_4 , /I 260-4 􀁾􀀬􀀠􀀲􀀶􀀰􀁾􀀴􀀠 3UNLESS 􀁏􀁔􀁈􀁅􀁒􀁗􀁾􀀠DIRECTED BY THE ENGINEER IN WRITING" LIME SHALL BE 3CURED WITH 􀁍􀁓􀁾􀀲􀀠ASPHALT APPLIED AT A RATE OF 0.25 GAL/SY. 4 􀁾􀁹􀀠. II 260-5 260-5 􀁾􀁌􀁉􀁍􀁾􀀠L BE PLACED BY THE "SLURRY PLACING" METHOD. II 260,262-0 260,262 2 ITEMS 260 AND 262: " l \ -0 4 ----------------II 􀁾􀀶􀀰􀁾􀀶􀀲􀀭􀀱􀀠260.262 3THE i;'rnLSHED GRADE OF "LIME TREAT SUBGR (DENS CONT) " . __ -1. 3SHALL BE 􀁔􀁾􀁈􀁅􀀭􀁓􀁅􀁃􀁔􀁉􀁏􀁎􀀠OF THE BOTTOM OF THE 􀁁􀁓􀁐􀁉􀁾􀁔􀁬􀁣􀁟􀁥􀁏 􀁎􀀶􀁒􀁅􀁔􀁅􀀠 3PAVEMENT AND 􀁃􀁏􀁎􀁣􀁒􀁅􀁔􀁅􀁾􀁉􀁗􀁅􀁍􀁅􀁎􀁔􀀠AS SHOWN ON THltJILANS"; OR LOWER. 3PATCHING OF CURED 􀁂􀁁􀁓􀁅􀁾􀁅􀁾􀁉􀁑􀁾􀁓􀀠WILL 􀁎􀁑􀁴􀀭􀁂􀁾􀁌􀁏􀁗􀁅􀁄􀀬􀀠BUT SHALL BE 3FILLED WITH EXTRA DEPTH 􀁁􀁓􀁐􀁈􀁁􀁌􀁔􀁲􀁾􀁎􀁃􀁒􀁅􀁔􀁅􀀠PAVEMENT OR BE REWORKED 3COMPLETELY BY 􀁓􀁃􀁁􀁒􀁉􀁆􀁙􀁉􀁎􀁇􀀬􀁾􀁥􀁾􀁃􀁦􀁍􀁁􀁔􀁅􀁾􀁾􀁁􀁌􀁾􀁾􀁐􀁐􀁌􀁙􀁉􀁎􀁇􀀠LIME SLURRY AND 3RECOMPACTING. NO 􀁁􀁏􀁄􀁬􀁾􀁁􀁌􀀠COMPENSATION 􀁗􀁉􀁴􀁾􀁂􀁅􀁾􀁅􀀠FOR THE WORK 3REQUIRED TO weRK'"A SECTION OF SUBGRADE. . "'-___... 11$ 􀁾􀁰􀀠COURSES OR PAVEMENT ----_.--:..II 301,3063 c O ___ 301,30632 ITEMS 301 AND 3063, -0 4 ------------------4 II 30':(;'306'3 -1 301,30633AN 􀁁􀁐􀁐􀁒􀁏􀁖􀁾􀁅􀁾􀁄􀁾􀁁􀁎􀁾􀁩􀁾􀀧􀁉􀁾􀁾􀁾􀁔􀁒􀁾􀁐􀁂􀁉􀁎􀁧􀀠AGENT WILL 􀁂􀁅􀂷􀁒􀁅􀁑􀁕􀁉􀁒􀁅􀁾􀁅􀁓􀁔􀀭􀁍􀁅 􀁔􀁈􀁏􀁄􀂷􀀭􀀭􀀭􀀭􀀭-1 3TEX-530-C IS REQUIRED 􀁆􀁏􀁒􀁾􀁖􀁁􀁌􀁕􀁾􀁾􀁎􀁾􀁅􀁓􀁔􀁉􀁎􀁇􀀭􀁯􀁕􀁒􀁉􀁎􀁇􀀠DESIGN AND 3ALSO 􀁟􀁆􀁏􀁒􀁾􀁐􀁒􀁏􀁄􀁕􀁃􀀡􀁔􀀺􀁲􀁏􀁎􀀭􀁓􀁔􀁁􀁴􀁦􀁅􀁳􀀮􀀭..􀀭􀁾..-...--_ 4" 􀀭􀀭􀀭􀀭􀀭􀀭􀁾II 􀁾􀀰􀀱􀀬􀀳􀀰􀀶􀀳􀀭􀀲􀀠--􀀳􀀰􀀱􀀬􀀳􀀰􀀶􀀳􀀳􀁔􀁈􀁾􀀠EFFECTIVENESS OF THE ANTISTRIPPING AGENT WILL BE EVALUATED -2 􀀳􀀰􀁎􀁌􀀧􀁙􀁾􀁔􀀠THE RATE SHOWN AS FOLLOWS, . 4LIME 􀁁􀁾􀁈􀀠AND 2% OF THE TOTAL AGGREGATE TO BE PLACED IN SLURRY FPRt(40R 􀁌􀁉􀁑􀁕􀁉􀁂􀁾􀁾􀁇􀁅􀁎􀁔􀁓􀀠AT 0.5% AND 1% OF THE ASPHALT IN THE MIX. 􀁾􀀠4 '" /II 302,303-0........... /.􀀺􀁧􀀲􀀮􀀳􀀰􀀳􀀮􀁾􀀠􀀺� �􀁾􀁾􀀺􀁟􀀺􀁾􀀺􀁟􀁾􀁟􀁾􀀺􀁾􀁾􀀠/II 􀁾􀀰􀀲􀀮􀀳􀀰􀀳􀀭􀀱􀀠" ./302,303 3WHEN TESTED BY TEST METHOD 􀁔􀁅􀁾􀁾􀁾􀀲􀀴􀀭􀁆􀀬􀀠􀁔􀁈􀁾􀀬􀁆􀁌􀁁􀁋􀁉􀁎􀁅􀁓􀁓􀀠INDEX SHALL -1 3NOT BE GREATER THAN 16.4 II 305 AND 354 305-354 2 ITEM 305 AND 354: -0 4 ----------------4 # 305,354-1 ""'.,.305-354 3EXISTING ASPHALT THE LIMITS OF -1 3THE PROJECT SPHALT PAVEMENT SALVAGED FROM DETOURS 'CONSTRUCTED 3WITHIN THEJilRWECT IS ALLOWED, AT 􀁾􀀧􀁈􀁅􀀠CONTRACTOR'S OPTION, £,'OR USIl: AS 3STATE 􀁏􀁾􀁅􀁏􀀠RECLAIMED.ASPHALT PAVEMENT (RAP) IN NON-SURFACE COURSES OF 3ASPH!lJA"'" PAVEMENT . . .. 4$$,,$$'t'ROVIDE APPROXIMATE MATERIAL PROPERTIES$$$$ ' ....,'. 4$$$$OF THE EXISTING PAVEMENT.$$$$ ." 4 II 310-0 310-0 2 ITEM 310: 4 -------4 "", 􀁾􀀠. 􀁾􀀮􀀠"'-•• , j •• 􀁾􀀠" 310-1 310-1 3THE USE OF CUT BACK ASPHALTS OTHER THAN MC-30 FOR PRIMING BASE " 310,316 -0 1# :1l0, 316 -1 . II 316-0 II316-1 II 316-2 II 316-3 II 316-4 II 316-5 II 316-6 II 316-7 1'L3COURSES WILL BE PROHIBITED BETWEEN APRIL 16 AND SEPTEMBER 15 3UNLESS APPROVED IN WRITING BY THE ENGINEER. 3 􀀢􀀧􀁾􀂷􀁈􀀭􀁕􀁓􀁅􀁬􀀭􀁩􀁩􀁎􀀮􀀮􀀮􀁯􀁁􀁌􀁌􀁁􀁳􀀭􀁯􀁯􀁴􀁬􀁎􀀧􀁬􀀧􀂷􀀱􀀡􀀧􀀭􀁏􀁎􀁌􀁙􀀭􀀭􀀺􀀻􀁌􀁾􀂷􀀢􀀧􀀱􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭4 2 ITEMS 310 AND 316, 4 ----------------4 310 AND 316-1 3NO ASPHALT MATERIAL SHALL BE PLACED BETWEEN OCTOBER 1 AND APRIL 1,3EXCEPT BY WRITTEN PERMISSION OF THE ENGINEER. 4 A-?.0 .\316-0 At \'\ P I/?nA 􀁾􀀠C 2 ITEM 316. 4 -------4 316-1 3TliE CONTRACTOR SHALL PLAN HIS OPERATIONS SO THAT THE 3SEAL COAT SHALL NOT BE OPEN TO TRAFFIC MORE THAN 3FIVE,DAYS BEFORE BEING OVERLAYED AND SHALL BE 30VERLA¥ED WITH ASPHALTIC CONCRETE PAVEMENT PRIOR 􀁾􀁔􀁏􀀠􀁓􀁕􀁓􀁐􀁅􀁾􀁉􀁏􀁎OF ASPHALT OPERATIONS FOR THE WINTER 316-2 3AFTER COMPLE ON OF ANY SECTION OF SEAL COAT, 3AGGREGATE WILL BE PROPERLY 􀁾􀀠3ROLLED AND SWEPT'QFF AS SOON AS PRACTICAL E IOR TO OPENING FOR 3TRAFFIC. ALL 􀁓􀁅􀁁􀁌􀁾􀁏􀁁􀁔􀀠OPERATIONS OPERATIONS WILL B PLANNED SO THAT ROLLING 3AND SWEEPING OFF EXCESS AGGREGATE WILL a ACCOMPLISHED BEFORE 􀁾􀁔􀁈􀁅􀀠END OF EACH DAY'S:SERATION. 316-3 3THE CONTRACTOR WILL BLADE f HIGij/POINTS AND PERFORM NECESSARY 3PATCHING PRIOR TO BEGINNING 􀁈􀁉􀁓􀁾􀁐􀁅􀁒􀁁􀁔􀁉􀁏􀁎􀁓􀀮􀀠THIS WORK 3WILL NOT BE PAID FOR DIRECTLY, UT SHALL 3BE CONSIDERED T VARIOUS BIDSUBSIDIARZTO ITEMS. 4 " 316-4 "3WHEN WIND VELOCITIES ARE 􀀬􀁾􀀠 3SUFFICIENT TO PRODUCE N ICEABLE DISTORTION OF THE SPRAY FROM THE 􀁾􀁄􀁉􀁓􀁔􀁒􀁉􀁂􀁕􀁔􀁏􀁒􀀠BAR, AZl?iTIC MATERIALS CANNOT..􀁾􀁅􀀠PLACED. 316-5 ". 3l?RESENTLY 􀁓􀁕􀁾􀁆􀁁􀁃􀁅􀀠INTERSECTIONS WILL BE SEALED·... 4316-6 " , 3EMULSION SEAL OAT SHALL BE APPLIED AT ONE-HALF ROADWAY WIDTH, EXCEPT 3FOR 􀁓􀁈􀁏􀁕􀁌􀁄􀁅􀁾􀀠, AND SHALL BE ALLOWED TO CURE A MINIMUM OF TWO (2) HOURS, 30R AS 􀁄􀁾􀁒􀁅ED BY THE ENGINEER, BEFORE IT IS OPENED TO TRAFFIC. DURING 3THIS CUR G TIME, TRAFFIC SHALL BE HANDLED IN SUCH A MANNER AS TO NOT 3DELAY I FOR MORE THAN FOUR (4) MINUTES IN ANY ONE DIRECTION. 4 . 􀁾􀁾􀁾􀀭􀁽􀁔􀁉􀁎􀁇􀀠REFLECTIVE PAVEMENT MARKERS SHALL BE COVERED BY A MATERIAL􀀳􀁁􀁾􀁾􀁒􀁏􀁖􀁅􀁄􀀠BY THE ENGINEER PRIOR TO THE PLACEMENT OF THE SEAL COAT. THIS 􀁾􀁔􀁅􀁍􀁐􀁏􀁒􀁁􀁒􀁙􀀠COVERING SHALL BE REMOVED PRIOR TO THE OPENING OF THE ROADWAY \:> 3TO TRAFFIC. 􀁍􀁁􀁔􀁅􀁒􀁉􀁁􀁌􀁾􀀠AND WORK INVOLVED WILL NOT BE MEASURED 􀁁􀁎􀁏􀀭􀁐􀁾􀀠3FOR-B;Ul.lj:CTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO TillS .tTEM·;·· .. 4 􀀭􀁾􀀠 --.. 316-8 ...___-II 316-8 3THE ENGINEER WILL AP 􀁾􀁒􀀭􀁾􀁈􀁅􀀠TYPE AND_GRADE OF ASPHALT TO BE 3USED. AC WILL NORMALLY BE--USEQ...l1HEN"TIlE TEMPERATURE IS ABOVE 370 DEGREES F. TIlE 􀁅􀁓􀁔􀁉􀁾􀀧􀁲􀁅􀁄􀀭􀀭􀁑􀁕􀁁 􀁎􀁔􀁉􀀢􀁬􀁬􀁾􀁉􀁬􀁏􀁗􀁎􀀠FOR TilE BID ITEM 3 "ASPIl (AC, RC-250 ..QR_EMUL)" IS BASED OtrAN-.!WERAGE OF TilE !ESTlMATED 􀀮􀁾􀁓􀀭􀁏􀁆􀀠APPLICATION FOR AC, 􀁒􀁃􀀭􀀲􀀵􀀰􀁾􀁾􀀠# 􀁾􀀵􀁾􀀠 􀁾􀀠354-0 􀁾􀁾􀀺􀁾􀁾􀁟􀀺􀀺􀁾􀀺􀀠/u "'-i54-1 354-1 3EXISTING ASPHALT TO BE REMOVED SHALL BE SAWED ALONG NEAT 􀁌􀁉􀁎􀁅􀁾􀀠3WIlERE PORTIONS ARE TO BE LEFT IN PLACE TEMPORARILY OR PERMANENTLY,3SAWING WILL BE CONSIDERED SUBSIDIARY TO TIllS ITEM AND NO /-/. 3DIREcT'PAYMENT WILL BE MADE. ,; 4 􀀮􀀬􀀭􀁾􀀠 /'4 /# 354-2 /'354-2 3EXISTING ASP T PAVEMENT SHALL BE REMOVED SEPARATELY FROM TilE BASE 3MATERIAL. TIlE A:S!;'HALT PAVEMENT WILL BE STOCKPIL,Jl:D AT A SITE 3LOCATED NEAR 􀁖􀁁􀁌􀁌􀁅􀁙􀀬􀁾􀁉􀁅􀁗􀀠LANE JUST SOUTH OF IIl,635 AS DESIGNATED 3BY THE ENGINEER AND SHALL CONFORM TO TilE 􀁄􀁉􀁍􀁾􀁎􀁓􀁉􀁏􀁎􀁓􀀠AND 3REQUIREMENTS ESTABLISHED BY TilE ENGINEER. 􀁾􀀠4?11? TilE DESIGNER 􀁓􀁈􀁁􀁌􀁾􀁓􀁐􀁅􀁃􀁉􀁆􀁙􀀮􀀠A 􀀿􀀿􀀿􀀿􀁾􀀠41??? STOCKPILE LOCATION .•'''' ??1,? 4 /'354-3 • 354-3 3IF, IN TilE OPINION OF TilE ENGINEER,/TIlE EXISTING CONCRETE PAVEMENT" 3SURFACE IS CUT TO AN EXCESSIVE 􀁄􀁅􀁐􀁔􀁾􀀠DUE TO EQUIPMENT MALFUNCTIONS 30R NEGLIGENCE ON THE PART OF TIlji:"CONTRACTOR, TilE PAVEMENT SHALL BE 3PATCilED USING AN EPOXY MATERI1}L ACCEPTAIlLE TO THE ENGINEER, THE 3AREA SHALL TIlEN BE 􀁒􀁅􀁐􀁌􀁁􀁎􀁅􀁄􀁾􀀠PROVIDE A'PAVEMENT SURFACE ACCEPTABLE 3TO THE ENGINEER. THIS 􀁐􀁁􀁔􀁃􀁾􀀡􀁎􀁇􀀠AND RE-PLANING WILL NOT BE PAID FOR' !DIRECTLY BUT WILL BE 􀁃􀁏􀁾􀁉􀁄􀁅􀁒􀁅􀁄􀀠SUBSIDIARY TO'THIS ITEM. U 􀁾􀁾􀀶􀁒􀀴􀀰􀁐􀁅􀁎􀀠SHOULDER 􀁓􀁾􀁾􀁎􀁓􀀧􀀠THE 􀁂􀁾􀁌􀁁􀁎􀁅􀁄􀀠IN354-4 SURFACE SHALL SUCH A 3MANNER THAT A FLUaH SHOULDER WHICH WILL NOT BLOCK THE· FLOW OF WATER 3ACROSS TilE SURFAt/E WILL RESULT, ADDITIONAL PLANING (UP"TO A MAXIMUM 3WIDTH OF THREE"FEET) NECESSARY TO ACCOMPLISII THIS WORK OO'l'SIDIo: 01,' 'j'UB3NEAT LINES SqOWN ON THE PLANS WILL NOT BE PAID FOR DIRECTLY .. BUT SHALL 3BE CONSZDER 0 AS SUBSIDIARY TO THE VARIOUS BID ITEMS, "'. U 4 . "" 354-5· 􀁾􀀠354-5 3TIlE 􀁁􀁒􀁾􀀠S INDICATED ON TilE TYPICAL RAMP DETAILS AND LISTED IN TilE 􀀳􀁓􀁕􀁍􀁾􀀠OF RAMP FINAL PLAN QUANTITIES WILL BE CONSIDERED AS FINAL 􀀳􀁑􀁕􀁾􀁉􀁔􀁉􀁅􀁓􀀠FOR AREA DETERMINATION AND NO. ADDITIONAL MEASUREMENT WILL B 􀁾􀀠3Ml\DE. ANY PART OF A RAMP OR RAMP TAPER THAT IS ON A BRIDGE IS NOT 􀁾􀁉􀁎􀁃􀁌􀁏􀁄􀁅􀁄 􀀠IN TIllS SUMMARY AND WILL BE MEASURED FOR PAYMENT WITIl TIlE 􀁾􀁂􀁒􀁉􀁄􀁇􀁅􀀠QUANTITIES. 4 , 354-6 􀁾􀀴􀀠 Ii # 354-7 U 354-8 II 354-9 II 360-0 U' 360-1 II 360-2 /I360-3 354-6 􀁾􀀠3THE CONTRACTOR SHALL TAKE THE PROPER PRECAUTIONS TO ENSURE THAT ijO 3CQNTINUOUS RIDGES OR GROOVES EXCEEDING 1/4 INCH VERTICAL 􀁄􀁉􀁍􀁅􀁎􀁾􀁉􀁏􀁎􀀠ARE 3PROoUCED DURING THE PLANING OPERATIONS ON CONCRETE: PAVEMENT. YHESE 3IMPER'FECTIONS RESULT FROM VARIATIONS IN THE WEAR OF CUTTINGrTEETH OR, 3IN MANY'GASES, TEETH THAT ARE MISSING. THE NEWLY PLANED SuRFACE WILL BE 􀀳􀁃􀁏􀁎􀁔􀁉􀁎􀁕􀁏􀁕􀁓􀁢􀁾􀀠INSPECTED FOR VARIATIONS IN CUTTING 􀁄􀁅􀁐􀁔􀁈􀀮􀁾􀁃􀁒􀁏􀁓􀁓􀀠THE 3TEXTURED 􀁓􀁕􀁒􀁆􀁾􀁅􀀮􀀠WH EN THE ABOVE CONTROL DIMENSION 􀁉􀁾􀀬􀁅􀁘􀁃􀁅􀁅􀁄􀁅􀁄􀀬􀀠THE 3PLANING DRUM WtLL BE INSPECTED IMMEDIATELY AND ANY NECESSARY 3REPLACEMENTS WILL'BE MADE IN THE CUTTING TEETH. IF"THE LENGTH OF 3DISTORTED PAVEMENT SURFACE EXCEEDS 100 FEET, THE'CONTRACTOR WILL BE !REQUIRED TO MAKE 􀁓􀁕􀁒􀁆􀁁􀁭􀀻􀁾􀁃􀁏􀁒􀁒􀁅􀁃􀁔􀁉􀁏􀁎􀁓􀀠AS 􀁾􀁄􀁉􀁒􀁅􀁃􀁔􀁅􀁄􀀠BY THE ENGINEER •. 354-7 . 3MATERIALS REMOVED FROM THE EX'STING PAVE ENT AND BRIDGES By THE PLANING 30PERATION 30PERATION WILL BE HAULED TO AND"PLACBD/IN A STOCKPILE WITHIN THE STOCK3PILE AREA SHOWN ON THE PLANS. THE MATERIALS SHALL NOT BE STOCKPILED 3MORE THAN FIFTEEN (15) FEET HIGH.,A'HE',i;:ONTRACTOR SHALL FURNISH ADEQUATE 3EQUIPMENT AT THE STOCKPILZSITrTO 􀁋􀁅􀁅􀁐􀀧􀁾􀀠LEAVE THE MATERIAL IN A !NEAT, ORDERLY CONUITION. ", 354-8 􀁾􀀠3THE EXISTING LIGHTWEIGHT ACP IS COMPOSED OF LIGHTWEIGHT !AGGREGATE, LIMESTZNE.CREENINGS, FIELD SAND AND 􀁁􀁓􀁐􀁾􀀻􀀮􀀠354-9 "'-.-.., 3IF THE 􀁐􀁌􀁁􀁎􀁉􀁎􀁇􀁾􀀠EAR-UP OPERATIONS RESULT IN DUST 􀁂􀁅􀁃􀁏􀁍􀁉􀁎􀁇􀀧􀁾􀀠3ENVIRONMENTAL?PROBLEM, THE ENGINEER MAY REQUIRE THE USE OF VACUUM-TYPE 3 SWEEPE7EQU.PMENT TO REPLACE CONVENTIONAL SWEEPERS. ...... 4 , 360-0 ", 2 ITEM 360; "",/.'4 7------/4 ,360-1 __ _ .._.--3THE DOWEL 􀁓􀁕􀁐􀁐􀁏􀁒􀁔􀁾􀁓􀁓􀁅􀁍􀁂􀁌􀁉􀁅􀁓􀀠USED IN CONCRETE-PAVEMENT SHALL BE 3CONSTRUCTED 􀁕􀁓􀁉􀁎􀁇􀁤􀁾􀁑􀁾􀁬􀀮􀀡􀁌􀀡􀀮􀁑􀀮􀀰􀁾􀀡􀁁􀁬� �􀀱􀁅􀁔􀁅􀁒􀀮􀁌􀀮􀁴􀁬􀁉􀁒􀀡􀁌􀀱􀁎􀀠THE MAIN 3VERTICAL MEMBERS. DOWELS SHALL BE RIGIDLY SUPPORTED IN PARALLEL 3POSITIONS AND SHALL BE WELDED ON ONE ONE END TO THE SUPPORT FRAME. 3THE WELD ATTACHMENT SHALL BE MADE ALTERNATELY ON OPPOSITE ENDS 30F SUCCESSIVE DOWELS. THE SUPPORT ASSEMBLY SHALL BE SUBJECT 3TO THE APPROVAL OF THE ENGINEER. 4 ????··.. USE·THE·ABOVE -NOTE ·WITH.. CPCD··ONLY _.????4 360-2 . 3WHEN USED, THREADED CONNECTOR TIEBARS SHALL BE CHAIRED AND/OR TIED 3TO THE PAVEMENT REINFORCING STEEL. 4 360-3 3ALL CURBS SHALL BE CONSTRUCTED MONOLITHICALLY 3WITH THE CONCRETE PAVEMENT. 3IF CONTINUOUS MONOLITHIC CURB HAS TO BE TEMPORARILY OMITTED FOR ANY 3 REASON , THE CONTRACTOR WILL BE REQUIRED TO DOWEL ON PROPOSED CURBS AS 3DETAILED IN THE PLANS. AN APPROVED EPOXY RESIN 3SHALL BE APPLIED TO THE PAVEMENT TO RECEIVE THE CURB ':, II 360-4 H 360-5 1# 360-6 1# 360-7 1# 360-8 II 360-9 II 360-10 1# 360-11 II 360-12 II 360-13 \S I " 3AS DIRECTED BY THE ENGINEER. THIS WORK AND \ 􀁾􀀠 3MATERIALS SHALL BE SUBSIDIARY TO THIS ITEM AND WILL 3NOT BE PAID FOR DIRECTLY. 4 . 360-4 /3ALL CURBS SHALL BE CONSTRUCTED MONOLITHICALLY WITR THE CONCRETE ' 3 PAVEMENT. IF CONTINUOUS MONOLITHIC CURB HAS T9/BE TEMPORARILY t'·/.: O..J \ \;. U .\30MITTED FOR ANY REASON, 􀁔􀁈􀁾􀀠􀀮􀁾􀁱􀁎􀁔􀁾􀁃􀁔􀁏􀁒􀀠WILL 􀁂􀁾􀀧􀁒􀁅􀁑􀁕􀁉􀁒􀁅􀁄􀀠TO DOWEL ;J c., \\'.. 30N PROPOSED CURBS WITR_"f12"'X ,.7" DOWELS.ON ..12'!!..JCENTERS AND ONE 3NUMBER 4 BAR SHALL BE PLACED LONGITUDINALLY IN THE CURB AND TIED 30R WELDED TO THE DOWEL BARS. AN APPROVED EPOXY RESIN SHALL BE 3APPLIED TO THE PAVEMENT TO RECEIVE THE CURB AS DIRECTED BY THE 3ENGINEER. THIS WORK AND MATERIALS SHALL BE SUBSIDIARY TO THIS 3ITEM AND WILL NOT BE PAID FOR DIRECTLY. 4 . 360-5 . 3AIiI:.i CURBS, EXCEPI' DOWBL CuRBS, 􀁓􀁈􀁁􀁌􀁾􀀠􀁊􀀳􀁾􀀠􀀬􀁃􀁏� �􀁓􀀧􀁉􀀧􀁒􀁏􀁃􀁔􀁾􀀢􀁄􀀭3MONOL"TTHIC:!l:[';LT'WITII-CONCRETE"PAVEMENT. PAVEMENT. 4 360-6 􀀧􀀳􀁃􀁏􀁎􀁃􀁒􀁅􀁔􀁅􀀭􀁐􀁁􀁖􀁅􀁍􀁅􀁎􀁔􀀭􀁔􀀰􀀭􀁂􀁂􀀭􀀰􀁖􀁅􀁒􀁌􀁁􀁉􀁄􀀭􀁗􀁉􀁾􀁈􀀭􀁁􀁓􀁐􀁈􀁁􀁌􀁔􀁉􀁃􀀭􀁃􀁏􀁎􀁃� �􀁅􀁔􀁅3PAVEMENT--SHALL--BE-CURED-.WIXH....MS=2 .... , .. 4 360-7 . 3CONCRETE AGGREGATES SHALL BE STOCKPILED AT THE PLANT SITE. 4 360-8 3THE PAVEMENT WIDENING JOINT, DETAILED IN THE PLANS, IS TO BE USED l 3AT ALL LOCATIONS WHERE CONCRETE PAVEMENT IS TO BE PLACED ADJACENT TO 􀁜􀁾􀀠 3EXISTING CONCRETE PAVEMENT. PAYMENT FOR INSTALLATION 30F THESE JOINTS WILL NOT BE 3MADE DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 360-9 3PAYMENT FOR FURNISHING AND INSTALLING THE PREMOLDED EXPANSION JOINT 3MATERIAL BETHEEN THE RETAINING WALLS AND CONCRETE PAVEMENT WILL NOT BE 3PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO THIS ITEM,' 4 360-10 3THE CURING MACHINE SHALL BE PROVIDED WITH RUBBER TIRES, OR ANOTHER 3ARRANGEMENT, APPROVED BY THE ENGINEER, SO THAT THE MACHINE WILL BRIDGE 30VER OR SPAN THE PAVEMENT AND MONOLITHIC CORB OPERATIONS, IN A MANNER 3SATISFACTORY TO TilE ENGINEER. 4 360-11 3CURB TRANSITIONS WILL BE PAID FOR AS TYPE I CURB. 􀁾􀀶􀀰􀀭􀀱􀀲􀀠to'f{\'(1\3JOINTS 􀁾􀁁􀁎􀁄􀀠LESS IN WIDTH SHALL BE FILLED WITH RUBBER JOINT 3SEALING COMPOUND OR PREFORMED NEOPRENE COMPRESSION SEAL. 4 360-13 3THE INSTALLATION OF CORB OPENINGS SHALL NOT BE PAID FOR DIRECTLY, 3BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 􀁬􀁾􀀠 II 360-14 360-14 3THESE PLANS REQUIRE SAWED JOINTS. CONSTRUCTION, SAWED AND CONTRACTION 3JOINTS SHALL BE PLACED IN ACCORDANCE WITH THE PAVEMENT DETAIL SHEET 3AND AS DIRECTED BY THE ENGINEER. JOINT LOCATIONS, OTHER THAN AS SHOWN 30N THE PLANS, SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 4 II 360-15 360-15 3THE CONTRACTOR WILL BE REQUIRED TO SAW TRANSVERSE JOINTS ACROSS 3PAVEMENT AND CURBS. 4 II 360-16 360-16 3THE CONTRACTOR WILL BE ALLOWED TO USE A DOWEL INSERTOR OF A DESIGN THAT 3HAS PROVEN EFFECTIVE AND PERFORMS IN A MANNER ACCEPTABLE TO THE 3ENGINEER. THE CONTRACTOR, IF HE ELECTS TO USE SUCH A DOWEL INSERTeR, 3WILL PROVIDE A DEVICE TO MEASURE THE DEPTH OF THE INSERTED DOWEL IN 3PLACE. 4 n 360-17 360-17 3PAVEMENT LEAVEOUTS WILL BE REQUIRED ON THIS PROJECT AS NECESSARY TO 3PROVIDE FOR TRAFFIC AT DRIVEWAYS AND SIDE STREETS AS SHOWN IN THE PLANS 30R AS DIRECTED BY THE ENGINEER. THE COST OF PROVIDING THESE LEAVEOUTS, 3INCLUDING THE CONSTRUCTION OF A SUITABLE CROSSOVER CONNECTION AT EACH 3SITE, WILL NOT BE PAID FOR DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY 3TO THIS ITEM. 4 II 360-18 360-18 3IF A TRAVELING FORM PAVER IS USED, IT SHALL BE EQUIPPED 3WITH AN ELECTRONICALLY OPERATED HORIZONTAL CONTROL DEVICE. 4' .' " II 360-19 􀀮􀁾􀀮􀁬􀀩􀀢􀀠(.iff" /) 360-19 3TIEBARS USED IN LONGITUDINAL JOINTS SHALL NOT BE PLACED WITHIN 15-" 4 31NeHES-OF TRANSVERSE JOINTS. 4 II 360-20 L 360-20 3ANY AREA IN EXCESS OF THREE SQUARE YARDS WITH GROOVES LESS THAN rtS'" ;) VV) wi 3DEEP WILL BE SAW GROOVED BY THE CONTRACTOR AT HIS OWN EXPENSE. 4 II 360-21 360-21 3USE OF "MECHANICAL STEEL PLACING EQUIPMENT" WILL BE AT THE DISCRETION 30F THE ENGINEER ON THIS PROJECT. 4 II 360-22 360-22 3MATERIALS OTHER THAN HOT APPLIED ASPHALT CEMENT MAY BE USED FOR 3DOWEL COATINGS IN JOINTED PAVEMENT, WITH TilE APPROVAL OF THE 3ENGINEER. 4 II 360,421-0 360,421 2 ITEMS 360 AND 421: "0 4 ----------------II 360,421-1 360,421 3THE ENGINEER WILL SAMPLE ALL CONCRETE AND MAKE AND TEST ALL -1 3TEST BEAMS AND CYLINDERS IN ACCORDANCE WITH TEST METHODS 3TEX-3TEX-418-A AND TEX-448-A. 4 II 360,421-2 "':.' 17 360,421 3ALL TEST MOLDS WILL' BE FURNISHED BY THE ENGINEER AND THE -2 3CONTRACTOR SHALL MAINTAIN THEM IN THE PROPER CONDITION. IN 3ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FORNISHING 3PERSONNEL TO REMOVE THE TEST SPECIMENS FROM THE MOLDS AND TO 􀁾􀀠 3TRANSPORT THEM TO THE PROPER CURING LOCATION AT THE SCHEDULE 3DESIGNATED BY THE ENGINEER AND IN ACCORDANCE WITH THE 3GOVERNING SPECIFICATION. FOR ALL CONCRETE ITEMS, THE 3CONTRACTOR SHALL HAVE A WHEELBARROW OR OTHER CONTAINER. 3ACCEPTABLE TO THE ENGINEER, AVAILABLE TO USE IN THE SAMPLING 30F THE CONCRETE. 4 II 360,421,422-0 360,421 2 ITEMS 360,421 AND 422, 422-0 4 --------------------4 II 360,421,422-1 360,421 3THE ACID INSOLUBLE RESIDUE OF THE FINE AGGREGATE USED IN SLAB 422-1 3CONCRETE SUBJECT TO DIRECT TRAFFIC SHALL BE NOT LESS THAN 60 3PERCENT BY WEIGHT WHEN TESTED IN ACCORDANCE WITH TEST METHOD 3TEX-612-J. 4 II 360,421-0 360,421 2 ITEMS 360 AND 421: -0 4 ----------------4 II 360,421-1 360,421 3THE COARSE AGGREGATE FROM EACH SOURCE MUST COMPLY WITH THE -1 3SPECIFIED QUALITY TESTS. 4 11$ STRUCTURES II 400-0 400-0 2 ITEM 400, 4 -------IN\...e-rs, ,AlQ 1II 400-1 400-1 3STRUCTURAL EXCAVATION FOR p*pE-HEABWiiLS 􀁗􀁉􀁌􀁾􀁁􀁉􀁄􀀠FOR 4 Sc Chf-􀀯􀁾􀀠'('Lei \ 3 􀁴􀀺􀀺􀁉􀁎􀁄􀁅􀁾􀁬􀀺􀁈􀁳􀀭􀀺􀁅􀀧􀀮􀁉􀀧􀁅􀁲􀀻􀀮􀀭4 II 400-2 400-2 􀀳􀁓􀁔􀁒􀁕􀁾􀁘􀁥􀁁􀁖􀁁􀁔􀀧􀁉􀀧􀀶􀁎􀁟􀁆􀀰􀁒􀁟􀁟􀁈􀁅􀁬􀁁􀁂􀁗􀁁􀁌􀁌􀁓􀀭􀀬-INLETS-AND-MANHOLES-WILL-BE-PAIEl-3UNDER-THIS-ITEM " 4 II 400-3 400-3 3CONCRETE SEWER PIPE PLACED ON SLOPES OF GREATER TUAN 10 PERCENT SHALL 3BE BACKFILLED WITH CEMENT STABILIZED BACKFILL TO A DEPTH SHOWN ON THE 3PLANS. THE MIX SHALL CONFORM TO ITEM 400. THE AGGREGATE SHALL 3CONFORM TO THE REQUIREMENTS OF ARTICLE 421.2(5). 4 II 400,416 -0 400,416 2 ITEMS 400 AND 416: -0 4 ----------------4 n 400,416-1 , 400,416 3PRIOR TO ANY EXCAVATION OR DRILLING IN THE CLOSE VICINITY OF EXISTING -1 3UTILITIES OR SEWERS, THE CONTRACTOR SHALL BE REQUIRED TO PROBE . , ..;; ,'.";\ 1&. II 416-0 II 416-1 II 416-2 II 420-0 II 420-1 1/421-0 II 421-1 II 421-2 II 421-3 II 121-4 II 421,522 30R EXPOSE THESE FACILITIES TO DETERMINE THEIR EXACT LOCATION. 3ALL COSTS INVOLVED WILL BE SUBSIDIARY TO THE RELATED BID ITEMS. 4 416-0 2 ITEM 416: 4 -------4 . . 416!':t........ ___ 3COLUMNS""SIU\,LL BE FORMED TO A POINT 1 FOOT BELOW THE PROPOSED ,.---3FUTURE OR EX1!SXJ;NG BOTTOM OF CHANNEL ELEVATION INDICATED ON-THE BRIDGE 3LAYOUTS BY A 􀁍􀁅􀁔􀁈􀁥􀁾􀁃􀁃􀁅􀁐􀁔􀁁􀁂􀁌􀁅􀀠TO THE ENGINEER. NO ADDITIONAL JPAYMENT WILL BE 􀁍􀁁􀁄􀁅􀁾􀀰􀁒􀀭􀁆􀁏􀁒􀁍􀁉 􀁎􀁇􀀠COLUMNS BELOW THE'3EXISTING OR PROPOSED 􀁇􀁒􀁏􀁕􀁎􀁡􀁾􀁉􀁎􀁅􀀠AS THIS 􀁗􀁏􀁒􀁾􀀠 JWILL BE CONSIDERED 􀁓􀁕􀁂􀁓􀁉􀁄􀁉􀁁􀁒􀁙􀁾􀁔􀁏􀀬􀁔􀁾􀁉􀁾􀁾􀁅􀁍􀀺􀀧􀀠 416-2 􀁾4 3THE TOP 2 INCHES OF 􀁁􀁌􀁾􀁄􀀠LLED SHAFTS FOR 􀁾􀁇􀁎􀀦􀀬􀀠SIGNALS AND LIGHTS 3SHALL BE FORMED O&_PRdVIDED A SMOOTH FINISH SATISFACTORY TO THE 3ENGINEER. 􀁔􀁈􀁅􀁾􀁃􀁤􀁓􀁔􀀠OF THIS WORK SHALL BE INCLUDED IN'THE UNIT BID 3PRICE FQR""fffIS 􀁉􀁔􀁅􀁍􀀮􀁾􀀭􀀭...._ 4 􀁾􀀠-.420-0 _______ 2 ITEM 420: 4 -------4 420-1 3THE REQUIREMENTS FOR THE AVERAGE TEXTURE DEPTH OF THE SURFACE FINISH JFOR THE ROADWAY SLAB, AS DESCRIBED IN ARTICLE 420.19, IS WAIVED ON THIS JPROJECT. THE TEXTURE OF THE NEW ROADWAY SLAB SHALL MATCH THE TEXTURE OF JTHE EXISTING ROADWAY SLAB THAT IS TO REMAIN IN PLACE. 4 421-0 , ' i I 2 ITEM 421, \ ... \' , 􀁾􀀡􀀠1\ \ \.__ \. , 􀁃􀁌􀁁􀁜􀁾4 --------.... --) '-. 1\-,442\-1 ;\-\...\... C\!) N c.Jl O'1'e:-\-i:> (L ,\\\. \.':> 421-1.3TYPE II CEMENT WILL BE REQUIRED IN CLASS "S" AND "C" CONCRETE BUT WILL JBE PERMITTED IN ALL CONCRETE. 4 421-2 􀁊􀁔􀁈􀁅􀀭􀁔􀁒􀁅􀁅􀀭􀁗􀁅􀁢􀁢􀁓􀀭􀁄􀁅􀁔􀁁􀁔􀁢􀁅􀁾􀁾􀀭􀁔􀁈􀀸􀀭􀁐􀁢􀁁􀁎􀁓􀀭􀁗􀁉􀁌􀁵􀀭􀁎􀁏􀁔􀀭􀁂􀁅􀀭􀁐􀁁􀁉􀁄 􀀭􀁆􀁏􀁒􀀭􀁄􀁉􀁒􀁅􀁥􀁲􀀭􀁨􀂥􀀳􀁂􀁕􀁔􀀭􀁓􀁈􀁁􀁌􀁌􀀭􀁂􀁅􀀮􀀮􀁣􀁏􀁎􀁓􀁉􀁄􀁅􀁒􀁅􀁾􀁓􀀭􀁓􀁕􀁂􀁓􀁉􀁄􀁉􀁁􀁒􀁙..TO· THIS" ITEM ; ...-4 421-3 􀀳􀁃􀁨􀁁􀁓􀁓􀁾􀁥􀁬􀀧􀀭􂂬􀁡􀁎􀁥􀁒􀁅􀀧􀁩􀀧􀁅􀀭􀁓􀁈􀁁􀁌􀁵􀀭􀁡􀁅􀀭􀀧􀁉 􀁎􀁄􀁉􀁥􀁁􀁔􀁅􀁉􀀧􀁬􀀭􀁉􀁎􀀭􀁔􀁈􀁅􀀭􀁂􀁉􀁄􀀭􀁉􀁔􀁅􀁍􀀢􀁅􀁘􀁃􀁅􀁐􀁔􀀭3AS NeTED-BELOW:'" 4 'CONeRETE-FElR-DR'IbLED-SHAFT-FOUNDATIONS SHALL BE CLASS "C" -4 00NSRB'l'E-FOR-BRIDGE-·SLAB·SHALL -BE CLASS "S" 4 421-4 􀁾􀁍􀁥􀁔􀁁􀁨􀀭􀁔􀁒􀁁􀁖􀁅􀁢􀁲􀁎􀁇􀀭􀁐􀁥􀁒􀁍􀁓􀀭􀁍􀁁􀁹􀀭􀁡􀁅􀀭􀁕􀁓􀁅􀁄􀀭􀁉􀁎􀁾􀁈􀁅􀀭􀁃􀁏􀁎􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁏􀁾􀀧􀁏􀁆􀀭􀁂􀁏􀁾􀀠3CULVERTS-ON-!I'IIIS-PROJECT _IF .APPROVED .By·trUE ·ENGINEER ."4 421,522-0 2 ITEMS 421 AND 522, -0 􀁬􀁾􀀠 "__ 4 ----------------n 421,522 -1 n 423-0 It 423-1 n 423-2 » 423-3 􀀴􀀲􀁩􀀻􀁳􀀲􀀲􀁾􀁾􀀠3CONCRETE FOR-BRlRGES (EXCLUDING CULVERTS) AND/OR RETAINING _-------3WALLS SHALL BE CENTRAL,.t1IX CONCRETE: CONFORMING .. ,'l'!l-ITEM 421, lARTICLE 5, OR READY-MIX CONCRETF; Ll'l'EM.522,--SECTION 2) FROM 3A CLASS 3A OR 3B 􀁐􀁾___􀁃􀁾􀁎􀁃􀁒􀁅􀁔􀁾􀁁􀁇􀁇􀁒􀁅􀁇􀁁􀁔􀁅􀁓􀀠SHALL BE STOCKPILED 3AT THE PLAN:v-e-ITE:--""'__ 4-------423-0 --.. 2 ITEM 423: 4 -------4 423-1 3THE FOLLOWING MECHANICALLY STABILIZED EARTH (MSE) WALL SY7TEMS 􀀡􀁁􀁒􀁅􀁾􀁐􀁰􀁒􀁏􀁖􀁅􀁄􀀠FOR THIS PROJECT: 4 􀁒􀁾􀁎􀁆􀁏􀁒􀁃􀁅􀁄􀀠EARTH WALLS 4 THE REINFORCED EARTH COMPANY 4 1909 CENTRAL DR. SUITE 200 4 􀁂􀁅􀁄􀁆􀁏􀁒􀁄􀀻􀁾􀁔􀁅􀁘􀁁􀁓􀀠76021 /4 (817) 283'-_5503 /" 4 4 RETAINED EARTH WALLS 4 THE VSL CORPORATION 4 1414 POST AND PADDOCK 4 GRAND PRAIRIE, 􀁔􀁅􀁾􀁓􀀠75050 _ : (214) 647-0200" /' " 4 TEXAS WELDED WIRE, 􀁉􀁾􀀠,/4 645 W. HURST BLVD "'" ./4 HURST, TEXAS 76053 ...." /4 (a17) 282-4560 '\ /: STRENGTHENED EARTH WALLS /'", '" 4 GIFFORD-HILL AND COMPANY 􀁾􀀠4 CONCRETE PRODUCTS DIVISION , 4 2515 MCKINNEY AVEr \'" 4 DALLAS, TEXAS 75201 ' "" 4 (214) 754-5500 " 4 􀀮􀁾􀀮􀀠4 TRI CON PRECAST!,.truC. " 4 15055 HENRY ROAU 4 HOUSTON, TEXAS 77060 4 (281) 􀀹􀀳􀀱􀀭􀁾􀁡􀀳􀀲􀀠4 ' /423-2 3BACKFILL 􀁾􀁏􀁒􀀠MECHANICALLY STABILIZED EARTH (MSE) WALLS ON THIS ; PROJECT-'HALL BE TYPE "A". 423-3 ./3THE,CONTRACTOR HAS THE OPTION OF CONSTRUCTING ANY OF TilE TYPES OF 3RETAINING WALLS FOR WHICH DETAILS AND SPECIFICATIONS ARE INCLUDED IN 3'l'HE PLANS. HOWEVER, WHICHEVER OPTION OR OPTIONS IS CHOSEN, THE FACIA 3'PATTERN, I.E. RECTANGLES SUCH AS DOUBLE WALL, OCTAGON SUCH AS RETAINED 2-D 􀀳􀁅􀁾􀁔􀁈􀀬􀀠ETC., MUST BE THE SAME THROUGHOUT THE ENTIRE PROJECT, INCLUDING 􀁾􀁃􀁁􀁓􀀧􀁬􀀱􀀺􀁓􀁉􀁎􀀠FULL RETAINING HALL TYPE ABUTMENTS.PLACE HEIGHT l! . 423-4 423-4 3DETAILED D NGS DEPICTING THE pATTERNS AND MATCHING OF PRECAST HITH 3CAST-IN-pLACE ST BE SUBMITTED FOR APPROVAL. 4 􀀮􀁾􀁾􀀢􀀮􀀠II 423-5 ,.,'423-5 3THE MAP OF TEXAS EMBLE 􀁾􀁈􀁁􀁌􀁌􀀠BE FORMED INTO A WALL PANEL NEXT TO EACH 3BRIDGE ABUTMENT. THE EXACT... LOCATION .OF'A;r;NTED RAIL IS FURNISHED, "PROTECTIVE SYSTEM I 􀁾􀀠ALUMINUM" WILL BE 􀁾􀁒􀁅􀁑􀁕􀁉􀁒􀁅􀁄􀀮􀀠EXCEPT THAT DEEP BEAM MEMBERS SHALL BE GALVANIZBD. 􀀧􀀲􀀭􀁾􀀠4 #I 453-0 453.0 2 >"q'EM 453, 4 --"'-----...../' II 􀀺􀀵􀀳􀀭􀁾􀀠􀁾􀀠􀀴􀀵􀀳􀀭􀁾􀀠 3RAILING 􀁒􀁅􀁍􀁏􀁖􀁅􀁾􀁕􀁎􀁄􀁅􀁒􀀠THIS ITEM SHALL BECOME 3THE PROPERTY OF 􀁔􀁈􀁅􀁾􀁇􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀮􀀠 :53-2 􀁾􀀬􀀠 •.__ ' .#I 453-2 3RAIL'ELEMENTS FURNISHED BY THE,CONTRACTOR SHALL' CONFORM TO THE TYPE 3SPECIFIED IN ITEM 540. " 􀀮􀁾􀀠,..-' " 4 '."X/n 453,542-0 ,," "'" 453,542 2 ITEMS 453 AND 542, .,../'" "...... -0 4 -----------------.... 4 ,..,../H 453,542-1 L "',453,542 3THE RAIL ELEMENTS FpR ITEM 453 MAY BE OBTAINED FROM THE "GUARD FENCE -1 3REMOVED UNDER ITEM'542. UPON THE REMOVAL OF THE TEMPORARY RAILING, THE 3RAIL ELEMENTS.....USED FROM ITEM 542 SHALL BE NEATLY STORED AT DESIGNATED 3SITES AS PIRECTED BY THE ENGINEER, 4 ......" II 454-0/" 454-0 2 ITEM 454, 4 -------._ 4 n 􀁾􀀺􀀮􀁲􀀵􀀴􀀭􀀱􀁟􀀠􀀴􀀵􀀴􀀭􀁾􀀠3SEALED EX'I?ANSIOIi,jrOINTS SHALL RECEIVE 􀀢􀁐􀁒􀁏􀁔􀁅􀁾􀁾􀀹􀁎􀁟􀁬􀀿􀂥􀁉􀁬􀁔􀁅􀁍􀀢􀀢􀀢􀀭􀀭􀀭􀀭􀀭3I-PRIME COAT 􀁅􀁐􀁏􀁘􀁙􀀢􀁾􀀧􀀭􀀭􀀢􀀭􀀧􀀭 􀀢􀀧􀀢􀀠..... It 􀀴􀀶􀀴􀁟􀀰􀁟􀀮􀀢􀀮􀀮􀀮􀀬􀀮􀀮􀀮􀁾􀁴􀀨􀀧􀁶􀀺􀀢􀁊􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀮􀀠.•.. " ••. ;'>_\f .________ 464-0 2 ITEM 464: .-----________________ : --------"/.)00 V'f\ vY) .,-' .. # 􀀴􀀶􀀴􀀭􀁾􀀠" v' 􀁪􀀧􀁾􀀧􀁩􀀠,"'1 464-1 3ANY DRAINAGE STRUCTURES THAT ARE ENCOUNTERED BY 3THE CONTRACTOR SHALL BE REMOVED TO A MINIMUM OF 􀁇􀁎􀁅􀀭􀁆􀁏􀁾􀁂􀁅􀁌􀁏􀁗􀀠SUBGRADE 3AND PLUGGED WITH A CONCRETE PLUG OF A THICKNESS EQUAL TO l-LL!2...INCHES_ L\.0 M W'I 3PER FeeT OF DIAMETER OF PIPE WITH A MINIMUM THICKNESS OF 􀁾􀁉􀁎􀁃􀁈􀁅􀁓􀀮􀀠3THE COST OF THE PLUGS SHALL BE CONSIDERED SUBSIDIARY .{" .. /" 3TO THE VARIOUS BID ITEMS. J i.£> YI'l VV) " 4 464-2 <1.64-2 3THE CONCRETE COLLARS AND THE CONNECTIONS OF PIPES TO EXISTING OR 3PROPOSED CONCRETE BOXES OR PIPE SHALL BE CONSTRUCTED AS SHOWN IN THE !PLANS OR AS DIRECTED BY THE ENGINEER. .:> ,,,) \X:: -, 􀁾􀀠n 464-3 "" .' 464-3 3CONNECTIONS OF PIPES TO' EXISTING OR PROPOSED CONCRETE BOXES/OR 3PIPE SHALL BE CONSTRUCTED AS SHOWN IN THE PLANS OR 3AS DIRECTED BY THE ENGINEER.. \ . 􀁾􀁾􀀠"r of" PlIO"":; j)--y4 .' .•\ c.. (I ,., .-\ ,. C /'1 C" .C \. \ JJ" 464-4 ,-0", .... '-' _ \ l 􀁾􀀠vf () W N 0 464-4 3WHERE SIORM SEWERS OE1llT-ENll7"'"THEY-SHALlTBE'--PI;UGGED"-WITH-A' CONCRETE LoLA ,,\ 0 t<;> ;;> 􀀳􀁐􀁌􀁕􀁇􀀭􀁏􀁆􀀭􀁁􀀭􀀬􀁝􀀩􀁈􀀻􀁲􀀭􀁇􀁋􀁎􀁅􀁓􀁓􀀭􀁅􀁑􀁕􀁁􀁉􀁲􀀭 􀀧􀁊􀀺􀁉􀁇􀀭􀁬􀁾􀀱􀀧􀀯􀀲􀀭􀀭􀁉􀁎􀁃􀁈􀁅􀁓􀀧􀁐􀁅􀁒􀀠'FOQTOF DIAMETER OF -n1 c... I')\' 􀁁􀁦􀁜􀁾􀁟􀁾􀀠I 􀁾􀀠S u 􀁩􀁾􀀠􀁾􀀠l (") I 􀁾􀀠(>/􀁾􀀠,-n-' "'II LI (., "I • 2-4 􀀳􀁐􀁉􀁐􀁥􀀭􀁷􀁲􀁾􀁈􀀭􀁁􀀭􀁍􀁉􀁎􀁉􀁍􀁕􀁍􀁾􀁈􀁲􂂬􀁾􀁳􀁥􀁳􀀭􀁥􀁾􀁾􀁎􀁥􀁈􀁅􀁓􀁾􀁈􀁅􀀭􀁇􀀰􀁓􀁾􀁆􀀭􀁔􀁈􀁅􀀭􀁐􀁌􀁕􀁇􀁓􀀭􀁓􀁈􀁁􀁌􀁌􀀭􀁂􀁅􀁾􀀠3INCLUDED-IN··THE-UNI'l'-PRICE-BID··PER FOOT OF -THE..VARIOUS SEWER PIPES. 4 II 471-0 471-0 2 ITEM 471: 4 -------4 II 471-1 471-1 􀀳􀁾􀁌􀀠􀁉􀁎􀀦􀁾􀁾􀁾􀁍􀁁􀁎􀁈􀁏􀁌􀁅􀀠COVERS 􀁓􀁾􀁌􀀠BE TACKWELDED TO THE FRAME 3WITH TWO 1-INCH WELDS. PAYMENT 􀁓􀁾􀁌􀀠BE SUBSIDIARY TO ITEM 465. 3NO PAINTING WILL BE REQUIRED FOR THE CAST IRON INLET GRATE AND 3FRAME OR FOR THE CAST IRON' MANHOLE FRAME AND COVER. 4 II 471-2 471-2 3 N&-PAHlH-NG-W'HiIr- BE-REel1!-REB-F0R-GRA!J'Es-.4 II 471-3 471-3 􀀳􀁾􀁉􀀮􀀭􀁇􀁒􀁁􀁔􀀭􀁅􀁓􀀭􀁁􀁎􀁄􀀭􀀭􀁃􀀭􀁯􀁖􀁅􀁒􀁓􀀭􀁓􀁈􀁁􀀮􀁕􀁉􀁲􀀭􀁂􀁅􀁬􀀭􀁔􀁁􀁥􀁋􀀭􀁗􀁅􀁲􀀺􀀮􀁄􀁅􀁄􀀭􀁔􀁏􀀭􀁔􀁈􀁅􀀭􀁆􀁒􀁁􀁍􀁅􀀭􀂷􀁏􀁒􀀾􀀼􀁒􀀺􀁦􀁎􀁇􀀭3W :LTH-'I'WO-;].-INGH-WELDS,-·PAYMENT-FOR '''l'HE'' TACK' WELDING -WILL'-' ----3BE-SUBSIDIARY-T0--ITEM-465. . II 471-4 II 476-0 II 476-1 II 476-2 II 479,496 -0 II. 479,496-1 n 479, 4 96 -2 II 496-0 4 471-4 3PAINTING WILL NOT BE REQUIRED FOR CAST IRON FRAMES, GRATES AND COVERS. 4 476-0 2 ITEM 476: 4 -------4 476-1 3CONCRET 7 C. e \) '. II I"l:'P i'\\j G (', 􀁄􀁜􀁜􀀺􀁻􀀧􀁾􀂣􀀻􀁁􀀠L 􀁳􀀮􀀮􀀮􀁾􀀠􀁜􀁾􀀠. - z...s If 496-2 496-2· 3STRUCTURES LISTED ON THE PLANS WILL BE REMOVED UNDER THIS ITEM. 30THER STRUCTURES ENCOUNTERED SHALL BE REMOVED UNDER ITEM J.OO. ALL v/4 /I496-3 496-3 3EXCEPT AS OTHERWISE PROVIDED, EXISTING 3EXISTING STRUCTURE TO BE REMOVED SHALL STRUCTURES BECOME THE OR PARTS PROPERTY OF THE OF THE 1./3CONTRACTOR AND SHALL BE DISPOSED OF BY HIM OUTSIDE THE LIMITS 30F THE RIGHT-OF-WAY AT HIS OWN EXPENSE. 4 If 496-4 496-4 􀀳􀁁􀁌􀁌􀀭􀀮􀁬􀀡􀁭􀁾􀁓􀀠IN THE EXISTING STRUCTURES SHALL BE SALVAGED 􀁍􀀧􀁬􀁄􀁾􀀽􀀽􀀺􀀬􀀠3 CAREFULLY PI:;A"CED 􀁬􀀺􀁎􀀭􀁎􀁅􀁉􀁉􀁾􀀬􀀮� �􀀮􀀬􀁥􀁊􀀺􀁌􀁾􀁾􀁎􀁇􀀭􀀭􀀧􀁬􀀧􀁈􀁉􀁈􀁈􀁇􀁈􀁔􀀢􀀽􀁏􀁆􀀽􀁗􀁁􀁙􀁁􀁔􀀭􀁃􀁏􀁎􀁩􀁲􀁅􀁎􀁉􀁅􀁎􀁔􀀠􀁾􀁌􀁏􀁁􀁄􀁬􀁩􀁬􀁇􀀭􀁐􀁏􀁬􀁎􀁔􀁾􀀠WILL4 NOT 􀁉􀁎􀁔􀀧􀁅􀁒􀀧􀁆􀁅􀁒􀁅􀂷􀂷􀁗􀁉􀁔􀁈􀀭􀁔􀁒􀁁􀁆􀁅􀀧􀁉􀁣􀀮􀀮􀁑􀀱􀁌􀁾 􀁑􀀡􀀧􀁬􀁓􀁔􀁒􀁕􀁃􀁔􀁉􀁏􀁎􀀮􀀠..........._-II 496-5 496-5 -:3THE-GONTRAGTOR SHALL LOAD THE SALVAGED STRUCTURAL STEEL ON A.• 􀁓􀁔􀁁􀁔􀁅􀂷􀁾􀀧􀂷􀁨􀀭3MAINTENANCE"TRDCK-:AT-THE TIME OF REMQVAL._IF-NO TRUciCts· AVAILABLE, TUE 3STEEL WILL 􀁂􀁅􀀮􀀮􀂧􀁔􀁑􀁃􀁋􀁂􀁉􀁌􀁅􀁅􀁄􀁾􀁁􀁔􀁾􀁁􀀭􀁲􀀻􀁯􀁴􀀻􀁁􀁔􀁉􀁏􀁎􀀠WITHIN ..THE . RIGHT-OF-WAY 3DES:rGNATEDI3'Y THE ENGINEER. . . ... 4 II 496-6 496-6 3THE 􀁓􀀧􀁬􀀧􀁒􀁕􀁃􀁔􀁕􀁒􀁁􀁌􀁟􀁾􀁮􀀻􀁅􀁌􀀠I-BEAMS SHALL BE CUT AT THE ORIGINAL WELD JOINTS ...___ 3ONLY . WELDED CONNECTIONS··ARE·:T9.;.Bg",REMQVEiI;U3Y· OXYGEN GOUGING OR ARC-AIR !GO\1GINGJN..sUCH .'11:' MANNER "THAT-THE BASE METAL· 'IS' NOT NICKED OR. UNDER9t:!J\ •• II 496-7 496-7 3ALL PIPE TO BE REMOVED AND NOT REPLACED SHALL BECOME THE PROPERTY OF 3THE CONTRACTOR AND SHALL BE DISPOSED OF BY HIM OUTSIDE THE LIMITS OF 􀁾􀁾􀁾􀁾􀁈􀁾􀁇􀁾􀀻􀀻􀁎􀁧􀁾􀁅􀁾􀁾􀀺􀀺􀁐􀁉􀀻􀁾􀁾􀂷􀀺􀁾􀁾􀀺􀀮􀁾􀁾􀀻􀁾􀁾􀁾􀁾􀁾􀀻􀁴􀁾􀀽􀀪􀁧􀁾􀀺􀀺􀁩􀀧􀀲􀁾􀁾􀁾􀁾􀀮􀁾􀁾􀁾􀁌􀁏􀁾􀁾􀁩􀀻􀁩􀁾􀀺􀁾􀁾t\1.L-PIP G 30ILEIEEJlITH MINIMUM...TIIICKI:IESS EOlIA!. TO LIMCllE8....-:rHIS. WORK SHALL BE {\{I. \:> To -:le0NS-IDERED-SUBS·IIHARY··'I'-0-THIS-'I'l'EM-AND-N0-DIRECT·· PAlI'MENT--SHMifrBE 3MADE';" \ '.,0 y-X:"'V 4 \ » 496-8 1\ --i\\; 'IT 496-8 3THE.STEEL MAT WILL CONSIST OF ONE-HALF INCH REINFORCING STEEL TIED· ON 3TWELVE'·Il>IGH_I::Il!Il!NTERS. THE PLUG WILL BE A MINIMUM THICKNESS O!".-SIX--INCfi 3CLASS "An CQNCRETEl-OR..}.S .DIRECTED BY THE ENGINEER........coNeRETE AND STEEL 3QUANTITIES. JHOWN ON 􀁔􀁈􀁅􀀭􀁐􀁾􀀭􀁐􀁒􀀹􀁆􀁉􀁌􀁅􀀠􀁓􀁾􀁾􀁅􀁔􀁓􀀭􀁁􀁒􀁅􀀭􀀭􀁆􀁏􀁒􀀠THE CONTRACTOR'S 3INFORMATION ONLY. WORK AND 􀁍􀁁􀁾􀁩􀁾􀁾􀁅􀁃􀁅􀁓􀁓􀁁􀁒􀁙􀀠FOR THIS CONSTRUCTION 3WILL NOT BE PAID F,QR..,..DJ;RECTt"l', BUT WILL BE'· CONSIDERED SUBSIDIARY TO 3THIS 􀁉􀁔􀁅􀁾􀁥􀁳􀁳􀀭􀁐􀁌� �􀁇􀁓􀀠WILL BE REQUIRED TO MEET ALL REQUIREMENTS 3SET -FOR:'l'lI UNDER ITEM 42J. OF THE STANDARD SPECIFICATIONS. . .-... __ _ 4 If 496-9 496-9 􀀳􀁔􀁈􀁅􀁾􀁾􀁾􀁊􀁛􀁒􀁁􀁌􀀠RAILING THAT IS TO BE RETAINED BY THE 􀁄􀁾􀁐􀁾􀁒􀁔􀁾􀁅􀁎􀁔􀀭􀁓􀁈􀁁􀁢􀀽3BE CAREFULL'r'REMOVEI:t.l\@HAULED TO 􀁔􀁈􀁧􀁊􀀬􀁏􀁃􀁁􀁔􀀭􀁉􀀰􀁎􀁾􀁬􀀧􀁬􀁅􀁓􀁉􀁇􀁎􀁁􀁔􀁅􀁄􀀠BY THE 3ENGINEER. 􀁐􀁁􀁙􀁍􀁅􀁎􀁉􀀭􀁅􀁏􀁒􀀭􀁒􀁅􀁍􀁥 􀁖􀁦􀁎􀁇􀁾􀀮􀁾􀁩􀁪􀁁􀁕􀁌􀁉􀁎􀁇􀀠THE STEEL SHALL BE MADE 􀀳􀁕􀁎􀁄􀁅􀁾􀀮􀀠. ------___ 4 --.,-----If 496·J.0 􀁾􀀹􀀶􀀭􀁊􀀮􀀰􀀠3EXISTING PIPE THAT IS LEFT IN PLACE SHALL BE PLUGGED 􀁗􀁉􀁔􀁈􀀭􀁁􀀭􀁃􀁄􀁎􀁃� �􀁾􀁅􀀠3PLUG OF"THICKNESS-EQUAL."TO 1 􀀻􀀬􀁊􀀬􀁾􀁅􀁒􀀭􀁆􀀰􀀰􀁔􀀭􀀰􀁾􀁧􀁔􀁧􀁩􀁃􀁏􀁆􀀠PIPE WITH 3MINIldlll!l..:I'HWKNESs-EQtttcr:""'!'O 3 IifCRES:-·'EXIST.ING..BOX_CULVERTS TO BE --._--_...._--';. O'_:-\\<.:>rJS. \1-\A( Po\;::· /,t t. \r--.)) S\-{"'-\L.L G hl.J l\rH) -pAMI\,.....,\;:: . 2-b 3ABANDONED SHALL BE PLUGGED WITH A CONCRETE PLUG WITH MINIMUM 􀁔􀁾􀀡􀁧􀁋􀁎􀁅􀁓􀁓􀀠3EQOru:.""TO""-6-.I-NCHES PRIOR TO PLOGGING THE COLVERT......􀁃􀁕􀁒􀁂􀀭􀁓􀁈􀁾􀁂􀁅􀀠3REMOVED SO AS TO 􀁐􀁒􀁅􀁾􀁎􀁔􀁾􀁎􀁥􀁒􀁾􀁁􀁾􀁾􀁔􀀰􀀭􀁐􀁒􀁏􀁆􀁢􀁓􀁅􀁄􀀠BASE AND PAVEMENT 3AREAB. PLUGGINMF m:-pes-oR-BOX COLVERl'S''""AND''(!URB -REMQVl\'f., SHALL BE 3CONSIDERBo-suHS DiARY TO THIS ITEM AND NO DIRECT PAYMENT 􀀧􀁗􀁉􀁌􀁌􀀧􀁂􀁅􀀭􀁍􀁁􀁄􀁅􀀮􀁾􀀠4 It 496",497-0 496,497 2 ITEMS 496 AND 497: -0 4 ----------------4 # 496",497-1 􀀴􀀹􀀶􀀬􀀴􀀹􀁾􀁅􀁘􀁉􀁓􀁘􀁉􀁅􀁇􀀠PARTS OF THE STRUCTURE TO BE REMOVED SHALL 􀁂􀁅􀁃􀁏􀁍􀁓􀀭􀁘􀁈􀁅􀀭􀁐􀁒􀁥􀁐􀁅􀁒􀁾􀀠-1 30F 􀁔􀁈􀁅􀁾􀁒􀀭􀁁􀁎􀀧􀁄􀁟􀁓􀁾􀀡􀀻􀀮􀁊􀀳􀁅􀀠DISP01l!lilLQE-B¥-HIM-OUTSIfil;: THE 3LIMITS OF THE RIGH'l,'.:;QIWoI'IAY-A'II"Hrs-eW N·'EXPENSE/,Ef(CEPT FOR SALVAGED 3MATERIAL-{!?ROVIDE A MINIMUM OF FIVE 3HUNDRED FORTY (540) SQUARE FEET""OF GROSS FLOOR AREA. THE 3FLOOR AREA WILL BE 􀁐􀁁􀁒􀁔􀁉􀀱􀁾􀁏􀁎􀁅􀁄􀀠INTO A MINIMUM OF THREE ROOMS 3FURNISHED WITH 􀁄􀁏􀁏􀁾􀂧􀁫􀁟􀁁􀁎􀁄􀀠A MINIMUM OF 􀁔􀁗􀁏􀁾􀁗􀁉􀁎􀁄􀁏􀁗􀁓􀀠IN EACH 3ROOM • THE BUILDING SHALL HAVE TWO EXTERIOR DdoRS. FURNITURE 3FOR THE 􀁆􀁉􀁅􀁌􀁄􀀭􀁯􀁾􀁆􀁉􀁃􀁅􀀠SHALL INCLUDE TWO DESKS, ONE'DRAFTING TABLE, 3SIX 􀁃􀁈􀁁􀁉􀁂􀁾􀁏􀁎􀁅􀀠METAL FILE CABINET, ONE PLAN RACK 􀁁􀁎􀁂􀀧􀁔􀁾􀀠􀀡􀁔􀁅􀁾􀁏􀁎􀁅􀀠JACKS. /I 504-7 ' 504-7 3IT SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN '? 3ALL FIELD OFFICES AS DIRECTED BY THE ENGINEER. 4 II 504-8 504-8 3AN ALL WEATHER PARKING AREA 'FOR STATE VEHICLES SHALL BE 3PROVIDEO ADJACENT TO THE FIELD OFFICE. THE ENTIRE AREA SHALL 3BE ENCLOSED IN A 6-FOOT HIGH FENCE. A LOCKABLE VEHICLE GATE 􀁾􀀠3SHALL BE PROVIDED. THIS PARKING AREA SHALL NOT BE PAID FOR , '3DIRECTLY BUT WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS BID 3ITEMS. 4 II 504-9 504-9 3WHEN THE CONTRACTOR FURNISHES BEAM CURING TANKS, THE TANKS 􀁾􀀮􀀠 3SHALL BE ELEVATED AS DIRECTED BY THE ENGINEER TO A MAXIMUM 3HEIGHT OF ONE FOOT. 4 1/508-0 508-0 2 ITEM 508: 4 --------. 4 II 508-1 . 508-1 4THE "VARIOUS_MATERIALS USED IN THE CONSTRUCTION OF TEMPORARLDEXOURS-QN'4THIS PROJECT Wli..L·-NOT"REQUIRENORMAL-TESTING" PROCEtlURES-'AS REQUIRED4BY -THE-PERTINEN'I' '!=iro"'ITEMS THAT ARE USED'::tlrPERMANENT-GONS:rRllc:l'.10N.4 􀁾􀁾.11 508-2 508-2 3THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DETOURS IN GOOD CONDITION 3 (REPAIRING POTHOLES, ETC.) AT HIS OWN EXPENSE. 4 1/512-0 512-0 2 ITEM 512: 4 -------4 n 512-1 512-1 3THE PRECASTCONCRETETRAFFIC'BARRIER (TY,2 .. MODJ ..SHALL-BE-INS1'AI.I.lW. .•••'. -.";,". "v II 512-2 II 512-3 II 512-4 II 514-0 # 514-1 /I514-2 II 529-0 II 529-1 #I 529-2 #I ,; -> 3 IN ITS PERMANENT ROADWAY POSITION WITH AN ASPHALT BOARD"-f 3STRIP PLACED UNDER THE OUTSIDE EDGES OF THE BARRIER-' 3AND THE RECESSED PORTION ON THE BOTTOM OF"THE BARRIER 3FILLED WITH GROUT AS DETAILED· IN THE PLANS. THE GROUT SHALL 3BE A MIXTURE OF TWO PARTS SAND' AND ONE PART CEMENT WITH SUFFICIENT 3WATER TO MAKE THE MIXTURE PLASTIC, ..... 3FURNISHING'AND PLACING THE ASPHALT BOARD AND GROUT SHALL BE 3CONSIDERED SUBSIDIARY TO THIS BID ITEM. . 4 '" '-512-2 --SWHEN THE CONCRETE TRAFFIC BARRIER IS NO LONGER REQUIRED ON 􀁾􀀠􀀳􀁐􀁒􀁾􀁅􀁃􀁴􀀬􀀠IT SHALL BE STOCKPILED BY THE CONTRACTOR AT A 􀁓􀁾􀁔􀁅􀀠􀀳􀁂􀁅􀁎􀁅􀁁􀁔􀁈􀀢􀀧􀁔􀁈􀁅􀁾􀁓􀁌􀀠& SF RAILROAD OVERPASS ON IH 635 WES.'l' .. OF-IH 35E 3IN FARMERS BRANCH. 􀀬􀀬􀀭􀀧􀁾􀀠􀁾... 512-3 ' .. 4 '3ALL CTB WILL BE NUMBERED AND .. REPAIRED TO TilE ENGINEER'S SATISFACTION 􀁾􀁾􀁾􀁉􀁾􀁾􀁐􀀻􀀺􀁾􀁒􀁧􀁓􀁁􀁾􀁾􀁾􀁾􀁾􀁳􀁾 􀁧􀁣􀁩􀁾􀁾􀁌􀁾􀀺􀁏􀁃􀁋􀁐􀁉􀁌􀁅·...􀁁􀁎􀀮􀀮􀀺􀀮􀁾􀁾􀀬􀁁􀁍􀁁􀁇􀁅􀀠DONE IN TRANSIT WILL 4 "' .....􀁾􀁾􀀠--'-512-4 ...􀀭􀀧􀁾􀀠-......_ 3THE HARDWARE SHALL BE PLACED IN 55 GALLON DRUMS AND TAKEN TO THE 3NORTHSIDE MAINTENANCE YARD AT 12000 GREENVILLE AVE, 􀁄􀁁􀁌􀁌􀁁􀁓􀁾􀁘􀁁􀁓􀀮􀀠 4 􀁾􀀠 514-0 ..-----2 ·.ITEM 514, 4 ---':::'-.-...;-4 􀀭􀀭􀁾􀀠---..---􀁾􀀠514-1 '" -..... 30N THIS PROJECT, PRECAST. CTB TY 2 & 3 .WILL"NOT BE ALLOWED. 4 ........ ,.., 514-2 3ALL MATERIALS AND LABOR REQUIRED FOR' PLACEMENT OF THE 3BONDBREAKER BETWEEN THE BARRIER AND THE CONCRETE PAVEMENT 3AS DETAILED IN THE PLANS WILL NOT BE PAID FOR DIRECTLY BUT 3SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 􀀮􀀮􀁾􀀠 4 529-0 2 ITEM 529: 4 -------4 529-1 3THE CONTRACTOR WILL BE RI'QUIRED TO DOWI'L THE PROPOSED CURBS WITH 31/2" X 7" DOWELS ON 12" CENTERS AND ONE NUMBER 4 BAR SHALL BE PLACED 3IN THE CURB AND TIED OR 􀁾􀁅􀁌􀁄􀁅􀁄􀀠TO THE DOWEL BARS. AN APPROVED 1 I3EPOXY RESIN SHALL BE APPLIED TO THE PAVEMENT TO RECEIVE THE CURB 3AS DIRECTED BY THE ENGINEER. 3THIS WORK AND MATERIALS WILL BE SUBSIDIARY TO THIS ITEM. 4 529-2 ') .3THE DOWELED CURB SHALL HAVE GROOVED JOINTS PLACED AT 10-FooT INTERVALS 3AND 3/4-INCH EXPANSION JOINT MATERIAL PROVIDED AT THE SAME 3LOCATIONS AS ON THE EXISTING PAVEMENT. 4 529-3 -'! ',\.,:/••:. 􀀧􀀺􀀧􀀺􀀧􀀺􀁾􀁻􀀮􀀺􀀮􀀺􀀧􀀠 "3L.529-3 3 FOR "TYPE. I CURB AND 'GUTTER SECTIONS, GROOVED J9.INTS . 􀀮􀀮􀁳􀁈􀁁􀁬􀁬􀁛􀀻􀀢􀁂􀁾􀀠 /3PROVIDED AT 10-FOOT. INTERVALS, ,AND 􀀬􀀬􀀳􀀯􀀴􀀭􀁉􀁎􀁃􀁗􀀧􀁅􀁘􀁾􀁁􀁎􀁓􀁉􀁏􀁎􀀠JOINT 3MATERIAL SHALk,BE ,PLACED-A'r'A MAXIMUM OF 50 FOOT CENTERS AND 􀁾􀁁􀁔􀀠ALlr'RADIUS POINTS AND INLETS. '"".... ',._ ..,,_..,____ # 529-4 , 529-4 3CURB AND GUTTER TRANSITIONS, AS SHOWN ON PLANS, SHALL BE PAID FOR AS 3TYPE II CURB AND GUTTER. ALL EXTRA LABOR AND MATERIALS NECESSARY TO 3COMPLETE THESE TRANSITIONS WILL NOT BE PAID FOR DIRECTLY BUT WILL BE 3CONSIDERED SUBSIDIARY TO THIS ITEM. 4 n 529-5 529-5 3FOR TYPE II CURB AND GUTTER SECTIONS, JOINTS SHALL BE SAWED AT THE SAME 3LOCATION AS ON THE EXISTING PAVEMENT. 4 n 530-0 530-0 2 ITEM 530: 4 -------4 n 530-1 530-1 3CURBS FOR DRIVEWAYS AND ALLEY RETURNS, AS SHOWN ON MISCELLANEOUS DETAIL c.. "" () !,.J" 3 SHEETS , WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED AS 3SUBSIDIARY TO THIS ITEM. 4 n 530-2 530-2 3THE MONOLITHIC CURB TO BE CONSTRUCTED ON DRIVEWAYS WILL BE BUILT TO TO THE 3SAME DIMENSIONS AS "MONO CURB TY I". THIS CURB WILL NOT BE PAID FOR 3DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 II 530-3 530-3 3CURBS FOR DRIVEWAYS, AS SHOWN ON MISCELLANEOUS DETAIL SHEETS, WILL NOT 3BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED AS SUBSIDIARY TO THIS ITEM. 4 # 530-4 530-4 3DRIVEWAY LOCATIONS SHOWN ARE SUBJECT TO CHANGE TO SUIT ACTUAL FIELD 3CONDITIONS AT THE TIME OF CONSTRUCTION AND MAY BE SHIFTED AS 3DIRECTED BY THE ENGINEER. 4 # 531-0 531-0 2 ITEM 531: 4 -------4 # 531-1 A 531-1 3THE CONCRETE SURFACE FOR WHEELCHAIR !pIMPS SHAj:..L HAVE A RGlJ'GH R \ ':.'2'D 􀁔􀁾􀁬􀁖􀁲􀁑􀀮􀁃3NON-SKID TYPE FINISHA-\, I)k·\'JWr--1 􀁢􀁲􀁊􀁩􀁗􀀺􀁟􀁐􀁌􀀢􀁾􀁾􀀠AND s.u/?.'S. D Ir # §31-2 l t 􀁾1 n 531-2 3CURBS FOR WHEELCHAIR RAMPS, AS SHOWN ON MISCELLANEOUS DETAIL SHEETS, 3WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED 3SUBSIDIARY TO THIS ITEM. 4 II 534-0 534-0 2 ITEM 534, 4 -------.4 <.:..\'" AdD 1ft\}ITc..A1 S'JL 􀁾􀀠,''',:, 􀀳􀁾􀀠 II 534-1 . 534-1 3SUPPORT SLABS AT APPROACH SLABS SHJ\LL BE PAID FOR AS "CONCREIE FDR 3STRUcrtJll.E"APPROACH SLABS". STRUCTURAL EXCAVAT-IGN-ENCOUNl'IDiED IN THE 3CONSTRUCTION OF SUPPORT.,.ShAB&d3HAJ.;!r"·N01-SE PAID FOR DIRECTLY, BUT 3SHJ\LL.BE.,CONSIDERED· Alf' SUBSIDIAR'x'·T04'HIS-I.TJj;!'!: 1/􀁾􀀳􀀶􀀭􀀰􀀠--------------------__536-0 2 ITEM 536: 4 -------4 536"1' " 3CONCRETE DIRECTIONAL ISLANDS SHJ\LL BE CLASS "B" A 􀁾'LP Y'I\ rV\536-1 CONCRETE. 3EXPANSION JOINT MATERIAL SHJ\LL BE PLACED AT 􀁬􀁾􀀢􀀧􀁏􀁏􀁔􀀠SPACING. 4 4. 'S 'ri'III 536-2 536-2 3CONCRETE"MEDIANS . AND DIRECTIONAL ISLANDS SHALL BE •.CLASS-"B"-CONCRETS"::' 3A 3/4" ASPHJ\LT BOARIn;::)tPANSI0N..JQINT-MATERIAL'·SHALL BE 3PLACED .AT-x5-FOOT"sP'Ac!NG AND ADJACENT TO""AliIi-CURBS.-_____ 4 ' '-n 540-0 540-0 2 ITEM 540: 4 -------4 II 540-1 􀀧􀁾􀁾􀁾􀁅􀀱􀁔􀁏􀁐􀁓􀀠OF THE TIMBER POSTS SHJ\LL BE DOMED, /.4 . II 540-2 . 540-2 30NE TYPE OF'POST MUST BE FURNISHED THROUGHOUT7HE PR 3EXCEPT AS SPECIFICALLY NOTED.4 ........' ".1I 540-4 􀁾􀀮􀀠 540-4 !POSTS FOR METAL BEAM 􀁇􀁕􀁁􀁒􀁾􀀮􀁆􀁅􀁎􀁃􀁅􀀠􀁓􀁈􀁊􀁜􀁌􀁌􀀬􀁾􀁾􀁐􀁁􀁲􀁎􀁔􀁅􀁄􀀠TIMBER. II 540,550-0 "'. ..•..--. 540,550 2 ITEMS 540 AND 550: 􀀮􀁾􀀠1/-0 􀁩􀁾􀁧􀁾􀀻􀀻􀁾􀀻􀀻􀁾􀀺􀁾􀀺􀀺􀀭􀀺􀁾􀀭􀁾􀀺􀁄􀁉􀁾􀁾􀁾􀁇􀁕􀁾􀁾􀀺􀁾􀁾􀁾􀁅􀁾􀁁􀁎􀁄􀀠CHAIN LINK540,550 FENCE, -1 3MADE NECESSARY 􀁂􀁙􀀯􀁔􀁾􀁅􀀠INSTALLATION OF MEDIAN MOUNTED ILLUMINATION 3STANDARDS, 􀁁􀁒􀁾􀁄􀁅􀀺􀁓􀁃􀁒􀁉􀁂􀁅􀁄􀀠IN THE ILLUMINATION 􀁐􀁌􀁁􀁎􀁓􀀧􀁾􀀠􀁉􀁾􀀠:40,550-2,/540,550 􀀳􀁍􀁏􀁄􀁉􀁆􀁊􀁃􀁾􀁔􀁉􀁏􀁎􀁓􀀠TO MEDIAN BARRIER GUARD FENCE AND HEADLIGHT B 􀁾􀁅􀁒􀀠 -2 3FENCS MADE NECESSARY BY THE INSTALLATION OF MEDIAN MOUNTED ILLOMINATION !S1ANDARDS AND SIGN SUPPORTS ARE DESCRIBED IN THE ILLUMINATION 􀁐􀁾􀁓􀁾􀀠II 542-0 542-0 2 ITEM 542: 4 -------4 /I 542-1. u 542-1 3EXISTt",(n:ruARD"FENCE (POSTS AND RAILING) TO BE REMOVED AND NOT REI1LACEt;>..-3SHJ\LL BE STACKED ON THE 􀁒􀁉􀁇􀁈􀁔􀁾􀁏􀁆􀀮􀀭􀁗􀁁􀁙� �􀁁􀁔􀀭􀁁􀀭􀁌􀁏􀁃􀁁􀁔􀀺􀁲􀁏􀁎􀀢􀀢􀁔􀁯􀀭􀁂􀁅􀀭􀁮􀁅􀀧􀁬􀀧􀁅􀁒􀁍􀁩􀀧􀀺􀁎􀁅􀀺􀁄􀀠BY3THE-ENGINEER .......... --_. d' , ....-___ . --_.,._-_.---.."...􀀺􀀺􀀮􀀺􀀺􀀺􀀮􀀻􀀺􀀺􀁾􀀠'::;:., ..:';:' ....􀀯􀀺􀀮􀀢􀀧􀀮􀁾􀀻􀀺􀀺􀀧􀀺􀀻􀀮􀀬􀀠 .:< 􀁾􀀮.-.,.. "I -' H 542-2 ij' 542-3 􀁾􀀠542-4 1/542-5 1/542-6 􀁾􀀠556-0 H 556-1 1/556-2 􀁾􀀠556-3 II 556-4 4 􀀬􀀬􀁾􀁧􀁉􀁾􀁔􀁉􀁎􀁇􀀠METAL BEAM GUARD FENCE TO BE REMOVED FROM BRIDGE ENDS SHALT.A(" 3SALVAGED AND STOCKPILED WITHIN THE RIGHT-OF-WAY AS DIRECTED BY 􀁔􀁈􀁾􀀭3ENGINEER. SALVAGED METAL' BEAM GUARD FENCE SHALL BECOME THE PROPERTY OF 3THE DEPARTMENT. 4 '" 542-3 '-" ..._ 3ALL METAL BEAM 'GUARD FENCE AND METAL BEAM GUARD FENGE (BAR) REMOVED 3FROM THE PROJECT SHALL BECOME THE PROPERTY OF 􀁔􀁈􀁅􀁾􀁃􀁏􀁎􀁔􀁒􀁁􀁃􀁔􀁏􀁒􀀠TO BE 3DISPOSED OF BY HIM OUTSIDE THE LIMITS OF/HEIGHT-OF-WAY AT HIS OWN 3EXPENSE. 􀁾􀀢􀀢􀀠. 4 '" 542-4 ", "./3METAL BEAM GUARD FENCE REMOVED FROM-THIS PROJECT SHALL BE SALVAGED, 3HAULED TO AND STOCKPILED AT THE·TEXAS HIGHWAY DEPARTMENT NORTHSIDE 3WAREHOUSE, 12000 GREENVILLE ..AVENUE, DALLAS, TEXAS 7521.B. THE WORK 3INVOLVED IN HAULING THIS MATERIAL WILL NOT BE PAID FOR DIRECTLY, BUT 3SHALL BE S StDIARY TO THIS CONSIDE7ED ITEM .. 4 '. 542-5 ',_ 3EXISTING ANCHOR/BOLTS IN BRIDGE SLABS SHALL BE REMOVED OR CUT OFF AND 3HOLES 􀁆􀁉􀁌􀁾􀁄􀀻􀁾􀁉􀁔􀁈􀀠GROUT ALL AS DIRECTED BY THE ENGINEER. . 4 .."., . ' ... 542-6._-' ... 3METAL BEAM GUARD FENCE REMOVED FROM THIS PROJECT SHALL BE SALVAGED AND ,,3STOCKPILED WITHIN THE RIGHT-OF-WAY AS DIRECTED BY THE 􀁅􀁎􀁇􀁉􀁎􀁅􀁅􀁒􀀮􀁾� � 4 . 􀁾􀀠556-0 2 ITEM 556, 4 -------4 556-1. 3'THE FILTER MATERIAL INTENDED FOR USE WITH THE RETAINING WALL SHALL 3CONFORM TO THE REQUIREMENTS OF ITEM 421., TABLE 1, GRADES 3, 6 OR 7 7 3AGGREGATE. 4 556-2 3THE FILTER MATERIAL INTENDED FOR USE WITH PIPE UNDERDRAINS UNDER THE 3PAVEMENT SHALL CONFORM TO THE REQUIREMENTS OF 3ITEM 302 AGGREGATE WITH THE FOLLOWING GRADATION: ( 4 . 4 RETAINED ON 1/2" SIEVE 0% 4 RETAINED ON 3/B" SIEVE 0-2% 4 RETJI.INED ON NO 4 SIEVE 40-65% 4 􀁒􀁅􀁔􀁾􀁉􀁎􀁅􀁄􀀠ON NO. 10 SIEVE 95-100% 4 . 556-3 3THE UNIT PRICE BID PER LINEAR FOOT OF "PIPE UNDERDRAIN" SHALL INCLUDE { 3THE COST OF MAKING CONNECTIONS TO STORM SEWER LINES. 4 . , 556-4 3HUB AND SPIGOT TYPE PIPE SHALL BE PLACED WITH AN OPEN JOINT '1,30F APPROXIMATELY 3/B INCH. 4 -::·i3:: :.,;: .􀁴􀀩􀀺􀀺􀀻􀂷􀀮􀀺􀂷􀁾􀁾􀁾􀂷􀀺􀀯􀂷􀀠 -;>L 􀁾􀁊􀀠# 556-5' # 556-6 11$ # 618-0 1/618-1 # 618-2 n 618-3 II 618,622 -0 618,622 " -1 /I618,622 -2 # 666 -0 # 666 -1 556-5 3IN THE EVENT THAT TYPE 5 OR TYPE 10 UNDERDRAIN PIPE IS BID, THE I3CONNECTION WILL BE MADE AS SHOWN IN THE PLANS. THE COST OF MAKING THE 3CONNECTION SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 556-6 'I 3THE REQUIREMENTS FOR DECANTATION OF FILTER MATERIAL ARE DELETED 3FOR THIS PROJECT. 4 LIGHTING AND SIGNING 618-0 2 ITEM 618: 4 -------4 618-1 3CONDUIT INSTALLED FOR FUTURE USE SHALL HAVE PULL WIRES INSTALLED AND 3SHALL BE CAPPED USING STANDARD WEATHER TIGHT CONDUIT CAPS AS APPROVED J3BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR 3DIRECTLY BUT SHALL BE CONSIDERED SUBSIDIARY TO THIS ITEM. 4 618-2 3THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PRESERVATION 30F ALL SOD, SHRUBBERY AND TREES AT THE SITE 3DURING THE INSTALLATION AND r WHERE NECESSARY TO REMOVE ANY SOD, 'l 3SHRUBBERY OR TREE BRANCHES, HE SHALL OBTAIN PERMISSION FROM THE OWNER. 4 618-3 3ALL SOD AND SHRUBBERY THAT ARE REMOVED SHALL BE CAREFULLY PRESERVED AND 3REPLACED IN THEIR ORIGINAL POSITION. DAMAGED SOD OR SHRUBBERY SHALL BE v" 3REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 4 618,622-0 2, ITEMS 618 AND 622: 4 ----------------4 618,622-1 3THE CONTRACTOR SHALL SECURE PERMISSION FROM THE PROPER AUTHORITY AND 3THE APPROVAL OF THE ENGINEER BEFORE CUTTING INTO OR REMOVING ANY WALKS 30R CURBS WHICH MIGHT BE REQUIRED IN MAKING THE INSTALLATION. '/4' 618,622-2 3AFTER THE WORK IS COMPLETED, THE CONTRACTOR SHALL RESTORE ANY CURBS OR 3WALKS, WHICH HAVE BEEN REMOVED, TO THE EQUIVALENT OF THEIR ORIGINAL 3CONDITION AND TO THE SATISFACTION OF THE ENGINEER. '/4 666-0 2 ITEMS 666: 4 --------4 666-1 3THE COST OF PAINT PURCHASED FROM THE DEPARTMENT SHALL BE 3AS FOLLOWS: 4 v 4 STOCK NO. DESCRIPTION PRICE PER UNIT 4 --------------------------------:', :::::.} -:,:: :. :.: 􀁟􀀬􀁟􀁰􀁟􀀲􀀮􀀮􀀻􀀺􀀺􀀺􀂷􀀺􀀺􀁾􀁉􀁌􀀮____, .... , r "', ,--',THE SAME WILL HOLD·TRUE OF OTHER SOURCES 􀁾􀁄􀁅􀁓􀁉􀁇􀁎􀁁􀁔􀁅􀁄􀀠IN THE PLANS ...,. 􀁾􀀠 3116-9 􀁾􀀠3116-9 3BLENDING OF COARSE AGGREGATES 􀁾􀁏􀁾􀁍􀁅􀁅􀁔􀀠THE POLISH VALUE REQUIREMENTS . 3WILL NOT BE ALLOWED. . 􀁾􀀠. 4 􀀧􀁾􀁾􀀠# 3116-10 '. 3116-10 3FOR THIS PROJECT; TYPE B RIDE QUALITY WILL,BE REQUIRED 3FOR THE MAINLANES AND SERVICE ROADS AND TYPE.A FOR DETOURS.4 r" ....􀁾􀀬􀀠􀁾􀀠3116-11/"': 􀁾􀀠3116-11 3FORcTHIS PROJECT, TYPE A RIDE QUALITY WILL BE REQUIRED FOR 3THE MAINLANES AND RIDE QUALITY WILL BE WAIVED FOR DETOURS.4 . 􀁾􀀠# 5001-0 5001-0 . 2 ITEM 5001: 4 --------4 n 5001-1 5001-1 3THE STEEL BARRELS REQUIRED FOR THIS ITEM SHALL BE PAINTED ORANGE. 4 5004-0 2 ITEM 5004: 4 --------4 # 5004-1 5004-1 3THE SW3P (STORM WATER POLLUTION PREVENTION PLAN) FOR THIS 3PROJECT SHALL·CONSIST OF USING THE FOLLOWING ITEMS AS DIRECTED 3BY THE ENGINEER: 4 TEMPORARY SEDIMENT CONTROL FENCE 4 BALED RAY FOR EROSION AND SEDIMENTATION CONTROL 3THIS W?RK 􀁓􀁾􀁌􀀠BE PAID FOR UNDER TIIEIR 􀁒􀁅􀁓􀁐􀁅􀁃􀁔􀁉􀁖􀁾􀀠BID ITEMS. # 􀀺􀀰􀀳􀀳􀁟􀀰􀁷􀁾􀁉􀁉􀀧􀁦􀀭􀀢􀁾􀁦􀁜􀀧􀀬􀀠􀁲􀁴􀁣􀁎􀁜􀀩􀁖􀁏􀁾􀀺􀁚􀀠􀁜􀀭􀀬􀁾􀀬􀀬􀁾􀀬􀀢􀀢􀁁􀁩􀀮􀀭t:>(,-1\::""FaR/I(.? <;'I::;-D( M'CW( 6033-0 2 ITEM 6033: C. ,'-f(:-'(JL rC(ljc c. /I N\) P,,"\...'2;(.) ,ll\.. 􀁉􀁜􀁾􀁤􀁬! _________ .(7 t -, { r-F.\'l\,:;, E.'Q;G.,j /'" LL\lD 0.0, It 6033-1 6033-1 3A MINIMUM OF TWO TRANSPORTABLE CELLULAR TELEPHONES WILL BE REQUIRED. " -r'l C'>t. 7 4 $@4 S\G.N AL\ ."Z-IC(\,DrJ s,c:-C;f\\..>0 ...,-TJo C.u 􀁍􀁬􀀺􀀮􀀢􀀩􀀭􀀭􀁃􀁾\􀁾􀁜􀀮􀀠\,'" ... HI'\.::.:\:> . .􀁾􀀬􀀭􀀮􀀭􀀮..-.-.... , . ..,,:. /.;,":. 􀀮􀀧􀀼􀀺􀀺􀁾􀀺􀀻􀀺􀀻􀀻􀀺􀁶..;,..􀁾.. ".. w.________ "':.,. 􀁩􀁴􀁾􀁩􀁾􀁾􀁟􀀢􀀢􀀢􀀮􀀬􀀠 • • • • • • --------• • -'"\ 􀁜􀁾􀀠(" 2::::. \ /", r "'-""" 􀁜􀂷􀀬􀀺􀀭􀀭􀀧􀀭􀀮􀁬􀀭􀀮􀀺􀀠,',,--'0 􀀧􀀭􀀮􀀠A S • ." •• o • o. 0 0"• !f.tf!i. ftI.•••􀀭􀁲􀀮􀂧􀁦􀀮􀁾....􀁾􀀮􀀱􀀨􀁙􀀮􀁩􀁴􀀺􀁾(. ...... 􀀮􀁾􀁾􀁜􀁾􀀠t .3/z+/􀁃􀁪􀁾• of R .. *.**... ****",. DIV. 6 • TEXAS • xxxxy.xxxx.:xxxxx .. SHEET ••••••• .. 􀀪􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭� �􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠• • DALLAS COUNTY • l:i'tlY FM XX:ZX 'CONT XXXX-XX-XXX • 􀀪􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭� �􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠• • GENEPJ,L NOTES .'ll>1D SPECIFICATION DATA-* -------------------------------------• • ITEM 504, FACILITIES FOR FIELD OFFICE AND LABORATORY:, CONT'D /¥ • ALL WEATHER PARKING AREA FOR STATE VEHICLES 􀁓􀁆􀀭􀁾􀁌􀁌􀀠BE PROVIDE • ADJ EN'!' TO THE 􀁆􀁉􀁾􀁌􀁄􀀠OFFICE. THE ENTIRE AREA 􀁓􀁡􀁾􀁌􀁌􀀠BE 􀁅􀁎􀁾􀁌􀁏_D IN A .. 1.83 6 FOOT) HIGH FENCE. A 􀁌􀁏􀁃􀁾􀀮􀁂􀁌􀁅􀀠VEHICLE GATE SHALL B PROVIDED. ' .. THIS P 'ING AREA SHALL NOT BE PAID FOR DIRECTLY BUT WILL 􀁃􀁏􀁎􀁓􀁉􀁄􀁅􀁾􀁅􀁄􀀠.. 􀁓􀁕􀁂􀁓􀁉􀁄􀁉􀁄􀁾􀁟􀁙􀀠TO THE 􀁖􀁁􀀭􀁾􀁉􀁏􀁕􀁓􀀠BID ITEMS . • .. ALL 􀁳􀁡􀁾􀁌􀀠BE ELEVATED A MINIMUM OF 305MM E FOOT) ABOVE THE .. .. • .. ITEM 506, TEMP. EJ:tQS ION , SED. AJ);"D WATER POLL/PREV. 1'.ND CONTROL: • .. • • THE SW3P FOR THIS 􀁐􀁒􀁏􀁊􀁅􀁃􀁾􀀠USING THE FOLLOWING ITEMS AS • • DIRECTED BY THE ENGINEER: • .. ITEM 5003 BALED .r_::I.Y POi<.. ERCj$ION l'..ND SEDIMENT!'.TION CONTROL • .. ITE..'1 5012 TEMPOR.::I.RY 􀁓􀁅􀁄􀀮􀁬􀀺􀀧􀁬􀀺􀀡􀁾􀀢􀀢􀁔􀀠CONTROL FENCE .. .. THIS WORK WILL BE· PAID FOR UNDE?{ T:!E'!R RESPECTIVE BID ITE:-!S . • • • ITEM 531, SIDEWALKS: • ,. ,. .. SAI'I CUTTING L 0" EXISTING CONCRETE, ::. AVl'.TION 􀀮􀁾􀀮􀁎􀁄􀀠􀁅􀁍􀁂􀀮􀁾􀀭􀀬􀀧􀁬􀀺􀀭􀁯􀁾􀀺􀀮􀁉􀁔􀀠• ,. WILL NOT BE PAID F . DIRECTLY, BUT Sa;LL BE 􀁃􀁏􀁎􀁓􀁾􀀠RED SUBSIDIARY TO • ,. THIS 􀁉􀁔􀀦􀁾􀀮􀀠OLD CRETE SHALL BE REMOVED IN ACCOR NCE WITH ITEM 104,• EXCEPT FOR MEAS &'1ENT 􀀮􀁾􀁄􀀠PAYMENT. • .. • --ITEM__536/_________ CONCRETE. MEDIANS__________________________ AND......... -...r-______􀁾􀀠DIRECTIONAL . ISLANDS.:_ . .. • .. • .. .. SAW CptTING OF EXISTING MEDIAN AND REMOVAL OF EXISTING • •NE IN 􀁁􀁃􀁃􀁏􀁒􀁄􀀻􀁕􀁾􀁃􀁅􀀠WITH ITEM 104. THIS WORK I'IILL NOT BE .. •ECTLY, BUT SHALL BE CONSIDERED 􀁓􀁕􀁂􀁓􀀡􀁄􀁉􀁁􀀭􀁾􀁙􀀠TO THIS ITEM . .. .. • .. IT&'1 610, ROADWAY ILLUMINATION ASS&'13LIES:.. .. Ito • .. LUMINAIRE BALLASTS 􀁓􀂥􀁾􀁌􀁌􀀠BE RATED :OR 􀁏􀁐􀁅􀁾􀀻􀁔􀁉􀁏􀁎􀀠;>.T @VOLTS ... • .. .. • .. SPECIFICATION DATA ,. ------------------• .. •• 09/19 SHEET if1.. 􀀪􀀪􀁾􀀪􀀪􀀪􀀮􀁾􀀮􀁾􀀪􀀮􀁹•• ** ••••• ***** •••••••􀁾􀀮􀁗•• ** ••• T*.* •• W•• 􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀀪􀁾•• *****.****w** • • • • • • • • • • • • , •••••••••••• w •••••••••••• * •••••••••••••, •••••••••, ••••w •• *.**••••••••••* •••• * *F.R. DIV.6 • TEXAS * XXXXXXXXXXXXXX * SHEET .. ._----------------------------------- -----------------------_. T • Dl>.LL;'.S COUNTY • s·r! FM XXXX *CONT XXXX-XX-XXX • * ._----------------------------------------------------------_. • GE)i'ER.lI.L NOTES ".ND 􀁓􀁐􀁅􀁃􀁉􀁆􀁉􀁃􀁾􀀮􀁔􀁉� �􀁎􀀠􀁄􀁁􀁔􀁾􀀮􀀭• --------------------------------------• • .. T !TEM 610, ROADWAY ILLUMINATION ASSEMBLIES:, CONT'D • .. EACH LUMINAIRE SHALL HAVE ITS OWN PHOTOCELL • •.. • .. 􀁾􀁦􀁦􀁩􀁅􀁎􀀠􀁌􀁵􀁾􀁉 􀁎􀁁􀀡􀁒􀁅􀁓􀀠ARE TO BE !NSTALLED ON STEEL 􀁾􀀡􀁜􀁓􀁔􀀠􀁾􀁾􀁾􀀠POLES, A SEPARATE • .. 􀁔􀁅􀁒􀀮􀁾􀁉􀁎􀁁􀁌􀀠􀁓􀁔􀁒􀁾􀁐􀀠IN THE SIGNAL POLE ACCESS 􀁃􀁏􀁍􀁐􀁁􀁒􀁾􀁾􀁔􀀠􀁓􀁆􀁾􀁌􀁌􀀠BE PROVIDED. • • THE 􀁔􀁅􀁒􀁍􀁉􀁎􀁁􀁾􀀠STRIP 􀁓􀁆􀁾􀁌􀁌􀀠BE 4 􀁃􀁉􀁒􀁃􀁕􀁾􀀱􀀧􀀠􀁂􀁕􀁃􀂥􀁾􀁾􀁾􀁾􀁾􀀠TYPE 104SN OR 􀁋􀁕􀁌􀁋􀁾􀀠TYPE T .. 98S-GP-4 OR EQUIVALENT. • .. • TH:::: CONDUCTORS FROM THE SE?.'lICE POLE TO T::iE TER..'1:NAL STRIP Sl-'_>..LL 3E 3E • • NO. 8 XHh"W '''!RE. THE CONDUCTORS FROM THE T::::R."!!NAL STRI P TO THE • * LU"11INAIRE 􀁓􀀻􀀺􀁟􀁾􀀮􀁌􀁌􀀠BE NO. 12 X::iH'" WIRE. • • .. • .. IT::::M 518, C0NDU!T: • • • ':::iE CONTRf..C':':J?. S::£.'.LL SECUR:::: PE?.M!SSrm' FROM TH:::: ??OP::::R AUTHORITY AND • • :-HE .>.l??ROV?L OF TH:::: ::::NGINE::::R 3::::"ORE C:::-':'ING nl':'o OR ?.E.1"!OVING i'..';--Y • S!DE;'IJ'.LKS OR Ct)"R3S, WriICH MrGh"T 3E ?E:;;':;!?ED IN 􀁍􀁁􀀮􀁾􀁉􀁎􀁇􀀠THE INSTALLAT!ON. • .. ':'H:::: LOC."--.TION 0" CONDUITS i\ND GROUND ",eXES ;'.?E 􀁄􀀡􀀭􀀢􀀮􀁇􀀿􀁟􀁾􀀮􀁍􀁍􀀮􀀢􀀧􀁔􀁉􀁃􀀠ONLY -".ND MAY • • BE SHIFTED 3Y TF.E ENGINEER ':'0 􀁁􀁃􀁃􀁏􀁍􀁍􀁏􀁄􀀮􀁾􀀮􀁔􀁅􀀠FIELD CONDITIONS. • T .. • • CONDUIT 􀁓􀁆􀁟􀁾􀀮􀀻􀀺􀀧􀀺􀀧􀀠BE PL;>.CED UNDER 􀁅􀁘􀁉􀁓􀁔􀁾􀁾􀀻􀁇􀀠::?!'J1ENEN':' B·:! 􀀡􀀧􀁾􀀠;'.PPROVED BORING • 􀁾􀀺􀁅􀀺􀀭􀀢􀁏􀁄􀀠UNLESS OTHE?WIS:::: DIR::::C':'ED BY ':'H:::: ENGIN::::::::?. PZTS FOR BOR!NG • • 􀁓􀁾􀀻􀁌􀁌􀀠NOT B:::: CLOSER 􀁔􀁾􀁾􀀠O.elM (2 F::::ET) "ROM T"E EDGE OF THE 􀁐􀁁􀁖􀀺􀀺􀀺􀀺􀁾􀁾􀁎􀁔􀀠* S-::I!..ESS O'rHE?:..::SE DIRECTED BY 􀁔􀁈􀁾􀀠SNGI::i:::=:R. ttl;'.T::::t JETTING 􀁗􀁉􀁾􀁌􀀠NOT BE • * 􀀺􀀺􀀿􀁅􀀿􀁾􀀡􀁔􀁔􀀲􀁄􀀮􀀠• • • 􀁾􀁾􀁅􀁎􀀠BORING :S USED FOR UNDER PAVEMENT CO.ZL s"mm ON T!;E ::?LANS FOR INSTALLAT!ON OF . • • CONDUIT UNDER EXISTING 􀁐􀁁􀁖􀀭􀁾􀁅􀁎􀁔􀀠􀁓􀁾􀁬􀁉􀀮􀁌􀁌􀀠ONLY BE USED AT 􀁌􀁏􀁃􀁾􀁔􀁉􀁏􀁎􀁓􀀠Wri::::RE • • CONDUIT 􀁃􀁾􀀧􀀻􀁾􀁏􀁔􀀠BE BORED. TH:::: US:::: OF THE SAW CUT TRENCH SHALL ONLY BE • * 􀁾􀁾􀁾􀀺􀀺􀀺􀀺􀀠AT LOCAT:ONS AP::?ROVED BY THE 􀁅􀁎􀁇􀀺􀁾􀁾􀁅􀁒􀀮� � * •* • ------------------• T S?ECIFICATION DATA •* • S -:':"";-'1' "j ')09n9 􀁾􀀠..-....... r v .. • 􀁔􀀮􀀪􀁾􀁔􀁔􀁔••• *W ••• T.T ••• TW ••••• ** •••• * ••••••••T •• * ••••••••••• •• 􀀪􀀮􀁾••••• T •••• 􀁾􀁷􀀮T ·. EXHIBIT "A" County Dallas Page 1 of 4 Parcel 1 Highway Intersection of Dallas North Tollway at Keller Springs Road CSJ : 0918-45-January 20, 2000 Legal Land Description for Parcel 1 Being 318.69 square meters [3430 square feet] of land, more or less, situated in the Robert Wilburn Survey, Abstract No. 1580, Dallas County, Texas, and being part of and out of a called 0.7884 hectare [1.949 acre] tract conveyed by deed from F.M. Properties Operating Co. to Harper's-Keller Springs, LLC. dated May 29, 1996 and recorded in Volume 96113, Page 4425 of the Deed Records of Dallas County, Texas, also being a part of Lot 1 Block B City Block 8707 of the Harper's Restaurant as recorded under Volume 96112 Page 4205 of the Plat Records of Dallas County, Texas, said 318.69 square meters [3430 square feet] of land being more particularly described by metes and bounds as follows: COMMENCING at an iron rod found at the southwest comer of said Lot 1, Block B/8707 of the Harper's Restaurant, being in the existing east right-of-way line of Dallas Tollway (width varies); THENCE with the west line of said Harper's Restaurant and the east right-of-way line of said Dallas Tollway, the following two (2) courses: N 03· OS' 54" E 65.2S2 m (214.1 S feet) to a point; N 47" 34' 17" E S.417 m (27.61 feet) to a 1t2-inch iron rod found at the northeast comer of a cutback at the southeast comer of the intersection of said Dallas Parkway and Keller Springs Road (width varies), said iron rod being the southwest comer of a street easement as recorded under Volume 92033 Page 1961 of the Deed Records of Dallas County, Texas, same being the most easterly northwest comer of Lot 1 Block B of the Harper's Restaurant and the POINT OF BEGINNING; 1. THENCE with the south line of said road easement, S SSO 07' 50" E, 2.112 m (6.93 feet) to a 5/8" inch iron rod with cap set at the southeast comer of the said road easement; 2. THENCE with the east line of said road easement, N 01· 59" 40" E. 1.524 m ( 5.00 feet) to a 5/8" inch iron rod with cap set in the existing south right-ofway line of said Keller Springs Road; " EXHIBIT "Au County Dallas Page 2 of 4 Parcel 1 Highway Intersection of Dallas North Tollway at Keller Springs Road 3. THENCE with said south right-of-way line S 88° 07' 50" E, 87.551 m (287.24 feet) to a 5/8" inch iron rod with cap set at the westerly corner of a cutback at the southwest corner of the intersection of Keller Springs Road and Knoll Trail (64 feet wide), said iron rod being the northwesterly comer of a 0.38 square foot tract that was dedicated for a corner clip by the plat of said Harper's Restaurant; 4. THENCE with said cutback and the northeasterly line of said corner clip, S 44° OB' 08" E, 4.40B m (14.46 feet) to a 5/8" inch iron rod with cap set in the arc of a curve to the left and the existing west right-of-way line of said Knoll Trail; 5. THENCE with the arc of said curve to the left and the existing west right-ofway line of said Knoll Trail, passing through a central angle of 2BO 03' 4B" to a 5/8" inch iron rod with cap set in the south line of the said Lot 1 Block B, same being the north line of Lot 2 Block B ,City Block 8707 of the Bradford Homesuites Addition as recorded under Volume 96130 Page 6338 of the Plat Records of Dallas County, Texas, being out of the remainder of a called 6.1674 hectare [15.247 acre) tract conveyed by deed to F.M. Properties Operating Co. recorded in Volume 92115, Page 4038 of the Deed Records of Dallas County, Texas, said curve having a radius of 152.096 m (499.00 feet), an arc length of 74.496 m (244.41 feet), and a chord bearing of S 15° 03' 22" E, 73.754 m (241.97 feet); 6. THENCE departing the existing west right-of-way line of said Knoll Trail and with the south line of the said Lot 1 Block B and the north line of Lot 2 Block B, N B8° 07' 50" W, 0.547 m (1.79 feet) to a 5/8" inch iron rod with cap set in the new right-of-way line of said Knoll Trail and in the arc of a curve to the right; 7. THENCE departing the common line of Lot 1 Block B and Lot 2 Block B, and crossing Lot 1 Block B and along said new right-of-way line, with -the arc of said curve to the right, passing through a central angle of 16° 35' 27" to a 5/8" inch iron rod with cap set at the POINT OF COMPOUND CURVATURE of a curve to the right, said curve having a radius of 149.672 m (491.05 feet), an arclength of 43.340 m (142.19 feet), and a chord bearing"'of N 22° 54' 09" W, 43.188 m (141.69 feet); EXHIBIT "An Coun.ty Dallas Page 3 of 4 Parcel 1 Highway Intersection of Dallas North Tollway at Keller Springs Road 8. THENCE with the arc of said curve to the right and continuing along the new right-ot-way line of said Knoll Trail, passing through a central angle of 09° 43' 07" to a 5/8" inch iron rod with cap set at the intersection with the new southerly right-of-way line of said Keller Springs Road and a cutback, said curve having a radius of 154.096 m (505.56 feet), an arc length of 26.138 m (85.75 feet), and a chord bearing of N 07·56'27" W,26.107 m (85.65 feet); 9. THENCE with said cutback line and new right-of-way line N 43· 58' 54" W 9.593m (31.47 feet) to a 5/8" inch iron rod with cap set; 10. THENCE departing said cutback and along the new southerly right-of-way line of said Keller Springs Road, N 88· 07' 50" W 84.823 m ( 278.29 feet) to a 5/8" inch iron rod with cap set in the cutback line at the southeast corner of the intersection of said Dallas Parkway and Keller Springs Road; 11. THENCE with said cutback line N 47° 34' 17" E 0.682 m (2.24 feet) to the POINT OF BEGINNING, and containing 318.69 square meters (3430 square feet) of land more or less. BASIS OF BEARINGS IS THE SOUTH LINE OF THE CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM TRACT AS DESCRIBE;P IN VOLUME 95099, PAGE 1320 OF THE DEED RECORDS OF DALLAS COUNTY, TEXAS. A SURVEY PLAT OF EVEN DATE HEREWITH ACCOMPANIES THIS LEGAL DESCRIPTION. EXHIBIT "An County Dallas Page 4 of 4 Parcel 1 Highway Intersection of Dallas North Tollway at Keller Springs Road THE STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS § That I, David P. Carr, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October 1999 under my direction and supervision. WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 20th day of January, 2000, A.D. Earth Tech 811 Barton Springs Road David P. Carr Suite 400 Registered Professional Land Surveyor Austin, Texas 78704 No. 3997 -State of Texas Job No 31742 FN87 DPe I1MPER'S RESiAliSiANl LOT 1. BLOC!( a/8707 VOl.. 36112. P:: . .c.205 P.R.O.c.r • . H ....qP£,q·S-I(ELI.£I\ Si'IiINCS. LLC. 􀀨􀁃􀀢􀁕􀁾􀀠l.g.c.9 AC.) VOL 96:13. PG•.U25 D.it.O.C.r. EXHIBIT "B" o f l HARPER'S RESTAURANT LOT i, BLOCK B/8707 VOL 96112, PG. 4205 , 􀁾􀀠D"\1!l P. CARR. A REGISTERED 􀁐􀁩􀁬􀁣􀁮􀁓􀁓􀀺􀁾􀁁􀁉􀀮􀀠LJ,,\iC SUR'w'ETOR, 00 Io'E.'iE3T C(RilFY il-IAT THE fOREGOING PLAT 􀁒􀁅􀀢􀁩􀁬􀁾􀁓􀀧􀀺􀀧􀁎􀁦􀁓􀀠" SUil'JEY :JGNE CN TnE GROUNO UHOER ..,y SUPER\1Sl0N IN OCTO:!ER, 1559. AND THAT IT IS TillJE AND CORRECT 10 THE BEST OF' !,IY KNO\'I\.EOG:: AND eWE:. DAVID PAUL CARR RPlS NO. 3937 'Arr • lcm=5m P.R.D.C.T. HAR::I:;::rS-KE!..LER S?RINGS. LLC. (CAL!..::D 􀀱􀀮􀀹􀁾􀀹􀀠AC.) VOL 96i13, PG. -<'425 i).R.D.C.T. '< S88t!. <76)'. ? 50" EXIST. R.O.W. LINE NEw R.O.W. LINE PROPERTY LINE PARCEL NUMBER "'{ " F.M. PROPERnES OPERAnNG CO. "I-O<'?8' (REMAINDER OF A 15.247 AC.) "} NOTE: VOL 92115, PG. 4038 1. BASIS Of BEARING IS THE SOUTH UNE of THE CAUfORNIA STAI"[ D.R.D.C. T. J lt I 􀀻􀁾􀀠, 􀀡􀁾􀀠! 􀁾􀀠􀁦􀁾􀁾􀀠􀁾􀀠II : : Ie 􀁾􀁾􀁾􀁚􀁗􀁾􀁉􀀠j J '" 􀀧􀀻􀀺􀀺􀀻􀀽􀁾􀁾􀁾􀀠I/1 0 pc5Ei--JE fCo\S I 􀀺􀁾􀁾􀁾􀁰􀁊􀀻􀀠•. f0......../􀀡􀁩􀁩􀀺􀁾􀀮􀀺􀀮􀀬􀀺􀀠􀁎􀀢􀀧􀀺􀁾􀀢􀀧􀀺􀀠• -:-"'.:. ..'"I ..,. til I"') ....... 􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀬􀀮􀀮􀀮􀀮􀀠I.,.... 􀁾􀀠􀁫􀀺􀁾􀀧􀁾􀀢􀀬􀀬􀁾􀀡􀀬􀁾􀀠􀁾􀀠II. OJu u".. . /. 􀁏􀀮􀁏􀁾􀀠I¥TJI' <: ......... 􀁾􀀠. /0" 5", "IIE lfflE l'.".-.; 􀁾􀁾􀁾􀀠...""".".... = n.2:.:..􀁾􀀤􀀺􀀬􀀮􀀧􀀮􀀧l ......",f ..... 􀁾􀁾􀀠􀁾􀀠l , 30> Delto=16'3S'27" 0 J R=149.672m[ 491.05'] ..:..:: L=43.340m[142.1.9·] 􀁾􀀫􀁟􀀭􀁉􀀠.c,.'.'l.:. 􀁃􀁂􀀽􀁎􀀲􀀲􀀧􀀵􀀴􀀧􀀰􀀹􀁾􀁗􀀠􀁾􀁾􀁾􀁾􀁾....... 􀁃􀀽􀀴􀀳􀀧􀀡􀁾􀁾􀁊􀁛􀀱􀀴􀀱􀀮􀀶􀀹􀁾􀀠..: 7 .""./􀁾􀁾􀁴􀁾􀀠{, 􀀮􀀺􀀮􀀧􀀢􀀮􀀭􀁾􀀠.,' 􀁾􀀠􀁾􀁾􀀧􀁩􀁴􀀠'.." 􀀧􀀺􀀬􀀬􀁾􀀧􀀻􀁊􀀮􀀠...J ...J. 􀀮􀀮􀀮􀁊􀁾􀀠􀁯􀁾􀀠Z '" TEACHERS RETlREIoIENT SYSTai iRACl AS RECORDED IN VOLU!.IE 95099. 􀁾􀁾􀀮􀁾􀀠........... . •o LEGEND IRON ROO FOUND IRON ROO SET BRADFORD HOMESUITES 􀁁􀁄􀁄􀁬􀁮􀁾􀁾􀀢􀀢􀀧􀀧 􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀢􀀬􀀬􀀬􀀬􀀠'-" LOT 2. 8/8707 .............. 6. P.R.D.C.T. INOlCATtS PLAT RECOROS of DAlLAS CCUNlY. TEXAS. VOL. 96130, PG. 6338 N88'07'50"W" P.R.D.C.T. 0.S47m [1.79'] PACE IJ20 OF' THE DEED RECORDS OF' DALLAS COUNTY. TEXAS. 2. AU. DIMENSIONS SHOv.N ARE 􀁕􀁅􀁔􀀧􀁾􀁓􀀠UNLESS On-.E!l.v.1SE Horm. J. ENGUS!-! UNLTS ARE PR0\10EO FeR INfCh!,lA nON ONLY • •. ... LECAL OESCRIPTlQN Of EVEN DATE HER£II1n-1 ACCOlolPA1IIES THIS SURVEY PLAT, 5. O.R.D.C.T. INCLCAI"ES OUO RECORDS CF OAllAS CCCNlY. TEXAS. E A R T H T E c Hl[[[:) 811 BARTON S'RJNCS RD.• SIT. 􀁾􀁏􀀠AUSlIN. 1EXAS 7i!70.c.-116. (512) .7.-5500 DRN A.Y. J.C. 1-20-00 APP D.C. "LENAME: Fn87(1-20-00 1)PARCEL FIELD NOTE FN57 FIELD XX BOOK DRAWING NO.: XX A PLAT OF A SURVEY OF A 318.69 sq. ffi. (3,430 sq. ft.) TRACT OF LAND IN THE ROBERT WILBURN SURVEY ABSTRACT NUMBER 1580 DALLAS COUNTY. TX. Keller Springs Road l?arcel 1 FROM ANGLE DIST NORTH EAST TO ================================================================================ l?T/PT INVERSE ... **** START 9957.28145 10079.09577 101 101 INV S 88 07 50 E 2.112 9957.21255 10081.20664 102 102 INV N 1 59 40 E 1.524 9958.73563 10081.25968 103 103 INV S 88 07 50 E 87.551 9955.87969 10168.76409 104 104 INV S 44 08 08 E 4.408 9952.71630 10171. 83344 105 RADIAL S 88 58 32 W DELTA 28 03 48 LT RADIUS 152.096 TAN 38.011 L-ARC 74.496 RADIAL S 60 54 43 W Rl? 9955.43586 10323.90512 106 105 CHORD S 15 03 22 E 73.754 9881.49418 10190.99229 107 TANIilPT S 29 05 17 E 107 INV N 88 07 50 W 0.547 9881.51201 10190.44597 108 RADIAL S 58 48 08 W DELTA 16 35 27 RT RADIUS 149.672 TAN 21. 823 L-ARC 43.340 RADIAL S 75 23 34 W Rl? 9959.04152 10318.47299 109 108 CHORD N 22 54 09 W 43.188 9921.29582 10173.63858 110 TANIilPT N 14 36 26 w RADIAL S 77 12 00 W DELTA 9 43 07 RT RADIUS 154.096 TAN 13.100 L-ARC 26.138 RADIAL S 86 55 06 W Rl? 9955.43586 10323.90512 111 110 CHORD N N 7 56 27 W 26.107 9947.15208 10170.03194 112 TAN@l?T N 3 04 54 w 112 INV N 43 58 54 w 9.593 9954.05466 10163.37047 113 113 INV N 88 07 50 W 84.823 9956.82161 10078.59269 114 114 INV N 47 34 17 E 0.682 9957.28145 10079.09577 101 ============================================ ==================================== 9957.28145 10079.09577 101 NO CLOSURE ERROR Area =318.687 sq III 0.03187 ha EXHIBIT "A" County Dallas Page 1 of 2 Parcel g Highway Intersection of Keller Springs Road at Knoll Trail CSJ: 0918-45-January 20, 2000 Legal Land Description for Parcel 2 Being 2.70 square meters [29 square feet] of land, more or less, out of the remainder of that certain 6.1674 hectares [15.247 acres] of land, more or less, situated ,in the Robert Wilburn Survey, Abstract No. 1580, Dallas County, Texas, and being a part of the land conveyed to FM Properties Operating Co. by deed recorded in Volume 92115, Page 4038 of the Deed Records of Dallas County, Texas, said 2.70 square meters [29 square feet] of land being more particularly described by metes and bounds as follows: COMMENCING from a iron rod found at the southwest comer of a called 0.7884 hectare [1.949 acre] tract conveyed to Harper's-Keller Springs, L.L.C. recorded in Volume 96113, Page 4425 of the Deed Records of Dallas County, Texas, also known as Lot 1, Block Bl8707 of the Harper's Restaurant as recorded in Volume 96112, Page 4205 of the Plat Records of Dallas County, Texas, said iron rod also being in the existing easterly right-of-way line of Dallas North Parkway (width varies), also known as Bradford HomeSuites Addition as recorded in Volume 96130, Page 6338 of the Plat Records of Dallas County, Texas; THENCE with the south line of said Harper's Restaurant and the north line of said Bradford HomeSuites Addition S 88° 07' 50" E 122.767 m (402.78 feet) to a V2-inch iron rod set on the arc at a curve to the left, being in the existing west right-at-way line of Knoll Trail (64 feet wide), being the northeast comer of the said Bradford HomeSuites Addition and the southeast corner of said Harper's Restaurant, same being the POINT OF BEGINNING; 1. THENCE with said existing west right-of-way line of Knoll Trail and said curve to the left, passing through a central angle of 04°18'34" to a 5/8" inch iron rod with cap set on the arc of a curve to the right, said curve having a radius of 152.096m [499.00 feetJ. an arc length of 11.440 m [37.53 feetJ, and a a chord of S 31°12'41" E, 11.437 m [37.52 feetJ; 2. THENCE leaving the said existing west right-of-way line of Knoll Trail. and crossing the said Bradford HomeSuites Addition with the said curve to the right, passing through a central angle of 04°29'50" to a 5/8" inch iron rod with cap set on the north line of the said Bradford HomeSuites Addition and the south line of said Harper's Restaurant, said curve having a radius of 149.672rn [491.05 feetJ, a arc length of 11.748 m [38.54 feetJ, and a chord of N 33°26'47" W, 11.745 rn [38.53 feetJ; EXHIBIT uN County Dallas Page 2 of 2 Parcel g Highway Intersection of Keller Springs Road at Knoll Trail 3. THENCE with the north line of said Bradford HomeSuites Addition and the south line of said Harper's Restaurant, S 88'07'50" E; a distance of 0.547 m [1.79 feet] to the POINT OF BEGINNING. and containing 2.70 square meters [29 square feet] of land. more or less. BASIS OF BEARINGS IS THE SOUTH LINE OF THE CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM TRACT AS RECORDED IN VOLUME 95099. PAGE 1320 OF THE DEED RECORDS OF DALLAS COUNTY. TEXAS A SURVEY PLAT OF EVEN DATE HEREWITH ACCOMPANIES THIS LEGAL DESCRIPTION. THE STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS: COLINTY OF TRAVIS § That I. David P. Carr, a Registered Professional Land Surveyor. do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during July & August, 1998 under my direction and supervision. WITNESS MY HAND HAND AND SEAL at Austin. Travis County, Texas this the 20th day of January, 2000, A.D. Earth Tech 811 Barton Springs Road David P. Carr Suite 400 Registered Professional Land Surveyor Austin, Texas 78704 No. 3997 -State of Texas Job No 31742 FN88JAY 􀁲􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀮...-..----..-EXHIBIT " B " lcm=5m LEGEND • IRON ROI) FOliNO o IRON ROD s:n EXISi. R,O. W. uNE HEW R.O.W. UNE PROP£fH''I' UNE PARCEl. NlWeER DALLAS PARKWAY (WIDTH VARIES) eitADFORO HOMESt..'JTES 􀁁􀁄􀁄􀁬􀁮􀁯􀀮􀀮􀁾􀀠 LOT 2. 3/8707 VOL. 96130. PG. 6338 P.R.o.c.r. . FloC PROPE:RTlES OPEKA nJI-IC CO (REMAINDER OF' A CALL£O 15.247 ACRE:S) VOL. 􀀹􀀲􀀱􀁾􀀵􀀮􀀠PC, 4038 o.R.n.c.r. ..-----., ,,-----" ,I , , !.____ 􀁾􀀠."fQ: Deltc=04*29'SO" I 􀀡􀁩􀁬􀁓􀁾􀀺􀀠Fh..1t:.9.672r:"1l A91.05'] ;S....􀁾􀀠I L,..11. 748ml3a.54. I• 'J !<5i " Ca""N,lY2S'4t"W C=11.145m[38.53'] OA\'IO P.IIUI.. CAAR RPI.S NO, l!I9-7 P.O.I:. HAR;:'J£:R's RESTAURANT F.I,R, LC, '. BLOa< 8/8707 􀁶􀁯􀁾􀀠96112, PC. 4205 p.R.O.C.T. HARPER'S-K£LLER SPRINGS, LLC. (CALLED 1.949 ACRES) VOL 96113, PO. 4425 OR.a.C.T. : ORN A.Y./J.C. 1-20-00 A PLAT OF A SURVEY OF AAPP D.c. 􀀧􀁾􀀲􀀰􀀭􀀰􀀰􀀠H 2.70 sq. m (29 sq. ft.) TRACT OF LAND IN THE FlL£NAME: FNBa (PARCEL 2) RELD NOTE FIELD SOOK ROBERT WILBURN SURVEY en SAArON SFRlNCS SFRlNCS RO.. 51£ • .&00 AUSllk,. lElI'AS 78704-tt64 88 􀁾􀁘􀀽􀁘􀁾______--1 ABSTRACT NUMBER 1580.' (512) 474-550:0 DALLAS COUNTY, TX.ORAWII LINE OF ThE CI.UII'OfIE DEEo REQOR:OS OF" OALlAS COUNTY. iE'XA$. NEW R.O.W. LJ.>.tE :t, -"ll CI¥E.'IISiONS SHOI'o'N ARE MEl[R$ UNlESS OTHEAI'o1S£ NOT!O. 􀁐􀁒􀁃􀁾􀁾􀀧􀁬􀁔􀁙􀀠LINEJ. E'OCUSH UNITS Afi£ PRQVlDEO fOR INFORUAnON ONI.)'. 10 I PARC;::t rruM!!Eit I., A t.£CAl. DtSCRIPTlQN {It 􀁾OAT! HEREVoITH I.CCOIolP"Ni!S 7k1S LECAl OfSCliIP'fICN. 􀁾􀀮􀀠O.R.O.c"r. INDlCI.1ES O£tD f.lCCOROS oF" OI.U.AS COUNT"r'. mAS. e. P.!W.c.T. INDfCA,TES PLAT R£'coflos {It OAU.I.S COUNT"r'. TEXAS. JBENT "TREE CENTER ADDITION De!lO=1i'24" 7'" HR=168,688m[553,«') MAAYEH/EL TAHHAN JOINT VENTuRE 1.::::33.577m[1 10. 16'J VOL. 95212, PO, 3222 C8=N07'52'09"E D.R,O.C,T. C=J3.522m [109"B'] 151.94 sq. m (1635 sq. ft,) 􀁟􀀮􀀭􀀬􀀬􀁾􀀭􀁦􀁲􀀠' • !:Av:Q PAUL CARR ;;:PU;: NO. 3S91 J I I o o Q 􀀮􀁾􀀮􀀠􀀭􀁾􀁏􀀠B! ORNIA.Y./J,C, '-20-00 A PLAT OF A SURVEY OF AAPP D,C, '20-00 H 151.94 sq, m (1635 sq. ft.)flLENAME: 'N89 (PARCEL J)E A R T II T E c TRACT OF LAND IN THE fl,LO NOTE IflELO aOOK A,J. CLARK SURVEY811 OAAT(IN sPr(INGS RO., SlE. 0400 AusnN, TEXAS 737Q,4_1l64 89 IXX ABSTRACT NUMBER 360 . (512) 474-5S00 DRAWING NO; Xl< DALLAS COUNTY. TX. • Keller Springs Road Parcel 3 FROM ANGLE DIST NORTH EAST TO 􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀺􀁺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀻􀀽􀀽􀀽􀀽􀁾􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽 􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀠PT/PT INVERSE ***** START 10049.23007 10182.47296 301 301 INV S 2 10 01 W 1.294 10047.93658 10182.42402 302 RADIAL S 87 49 59 E DELTA 11 24 16 RT RADIUS 170.688 TAN 17.044 L-ARC 33.975 RADIAL S 76 25 43 E RP 10054.39012 10011.85807 303 302 CHORD S 7 52 09 W 33.919 10014.33739 10177.78025 304 TAN@PT S 13 34 17 W RADIAL N 76 25 42 W DELTA 10 22 40 LT RADIUS 188.976 TAN 17.161 L-ARC 34.228 RADIAL N 86 48 22 W RP 9969.99208 10361.47952 305 304 CHORD S 8 22 58 W 34.181 9980.52125 10172.79708 306 TAN@PT S 3 11 38 W 306 INV N 88 10 29 W 1.998 9980.58489 10170.80012 307 307 INV N 87 07 36 W 4.799 9980.82543 10166.00753 308 308 INV N 45 00 00 E 7.308 9985.99292 10171.17502 309 RADIAL N 85 11 38 W DELTA 8 45 55 RT RADIUS 190.976 TAN 14.637 L-ARC 29.216 RADIAL N 76 25 43 W RP 9969.99208 10361.47952 310 309 CHORD N 9 11 20 E 29.188 10014.80613 10175.83596 311 TAN@PT N 13 34 17 E RADIAL S 76 25 43 E DELTA 11 24 17 LT RADIUS 168.688 TAN 16.844 L-ARC 33.577 RADIAL S 87 49 59 E RP 10054.39012 10011. 85807 312 311 CHORD N 7 52 09 E 33.522 10048.01220 10180.42545 313 TAN@PT N· 2 10 01 E 313 INV N 2 10 01 E 1.300 10049.31122 10180.47460 314 314 INV S 87 40 29 E 2.000 10049.23007 10182.47296 301 ================================================================================ 10049.23007 10182.47296 301 NO CLOSURE ERROR Area = 151.940 sq m 0.01519 ha EXHIBIT "A" County Dallas Parcel 􀁾􀀠Highway Intersection of Keller Springs Road at Knoll Trail Page 1 of 2 CSJ: 0918-45January 20, 2000 Legal Land Description for Parcel 4 Being 20.14 square meters [217 square feet] of land, more or less, out of that certain 2.167 hectares [5.354 acres] of land, more or less, situated in the A.J. Clark Survey, Abstract No. 360, Dallas County, Texas, and being a part of the land conveyed from JDM Knoll Trail, Ltd. to California State Teachers Retirement System by deed dated May 16, 1995 and recorded in Volume 95099, Page 1320 of the Deed Records of Dallas County Texas, said 20.14 square meters [217 square feet] of land being more particularly described by metes and bounds as follows: COMMENCING at a iron rod found at the southwest comer of the California State Teachers Retirement System tract of land as recorded in Volume 95099, Page 1320 of the Deed Records of Dallas County, Texas, being in the north line of a tract of land conveyed to Maayeh/EI Tahhan Joint Venture by deed recorded in Volume 95212, Page 3222 of the Deed Records of Dallas County, Texas; THENCE with the south line of said 2.167 hectare [5.354 acre] tract and the north line of said Maayeh/EI Tahhan Joint Ventl,lre tract, S 89°40'29"E, a distance of 102.869 m (337.50 feet) to a X mark on concrete found on the eXisting west right-ofway line of Knoll Trail, being the southeast comer of the said 2.167 hectare [5.354 acre] tract and the northeast corner of said Maayeh/EI Tahhan Joint Venture tract, same being the POINT OF BEGINNING; 1. THENCE with the south line of the said 2.167 hectare [5.354 ,acre] tract and the north line of said Maayeh/EI Tahhan Joint Venture tract, N 89°40'29" W, a distance of 2.000 m [6.56 feet] to a 5/8" inch iron rod with cap set on the new west right-ot-way line ot said Knoll Trail; 2. THENCE leaving the south line of said 2.1,67 hectare [5.354 acre] tract and with said new west right-of-way line, N 07°50'21" E, a distance of 20.235 m [66.39 teet] to a 5/8" inch iron rod with cap set on the existing west right-ofway line of said Knoll Trail; 3. THENCE with the existing west right-of-way line of said Knoll Trail, S 02°10'01" W, a distance of 20.142 m [66.08 feet] to the POINT OF BEGINNING, and containing 20.14 square meters [217 square feet] of land, more or less. EXHIBIT "A" County Dallas Page 2 of2 Parcel :! Highway Intersection of Keller Springs Road at Knoll Trail BASIS OF BEARINGS IS THE SOUTH LINE OF THE CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM TRACT AS DESCRIBED IN VOLUME 95099, PAGE 1320 OF THE DEED RECORDS OF DALLAS COUNTY, TEXAS. A SURVEY PLAT OF EVEN DATE HEREWITH ACCOMPANIES THIS LEGAL DESCRIPTION. THE STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF TRAVIS § That I, David P. Carr, a Registered Professional Land Surveyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a survey made on the ground during October,1999 under my direction and supervision. , . WITNESS MY HAND AND SEAL at Austin, Travis County, Texas this the 20th day of January, 2000, A.D. Earth Tech 811 Barton Springs Road David P. Carr Suite 400 Registered Professional Land Surveyor Austin, Texas 78704 No. 3997 -State of Texas Job No 31742 FN 90 JAY EXHIBIT "8" • LEGENQ• IRON ROD FOUND o IRON ROO SET EYJsr. It.D.W. LINE NEW R.O.W. UNE PROPERTY UN( PARCEL NU1.!B£R lcm=5m HOT(; 1. eASIs 01 8£AAlNC IS THE SOUtH UHE Of THe CAUFORHIA STATE 'IEAOiERS RrnR€W;HT SYSTE'-I lRACf AS 􀁒􀁥􀀺􀁾􀁏􀁩􀁏􀀠IN 'i!I. ; 6 CHAQ 􀁾􀁥􀁸􀁡􀁳􀀠􀁄􀁥􀁆􀁡􀁲􀁾􀁥􀁮􀁴􀀠fl<.© TEXASC 1999 I of Transportation llAL 'DALLAS-., 0919 45STATE OF TEXAS DEPARTMENT OF TRANSPORTATION 􀀭􀁾􀀽􀀽􀀽􀀺􀀺􀀺􀀧􀀺􀀺􀀺􀁬􀀢􀁏􀀽􀀭􀀧􀀠PLAN S OF PROPOSED RIGHT OF vYAY PROJECT NET LENGTH OF PROJECT-130.041 METERS [426.64 FIr 0.130 KILOMETERS [0.080 MILES] PROJECT NO. ACCOUNT NO. CSJ NO. 0918-45KELLER SPRINGS RD. AT DALLAS PARKWAY/LEGEND KELLER SPRINGS RD. AT KNOLL TRIAL • IRON ROD FOUND o IRON ROD SET EXIST. R.O.W. LINE NEW R.O. w. LINE It PROPERTY LINEo PARCEL NUMBER d '" t-NOTE: NO EQUA TlONS o U PLANS SVSIJITTEO BY: EAR T H 􀁾T E C 'K KELLER SPR[NGS ROADI KNOLL TRAIL AT DALLAS NORTH TOLLVAY 1"'20 1.iOC!QNCSIRD LANE SUITE 300 DAllAS. TEUS 75247 BEO. STA [0+005.'4 21.-63Q-8867END STA 10+140.00 CSJl 0918-45ROCK'JALL '. TARRANT ---"KAUFMAN FRANKFORD RD. NO EXCEPT tONS NO SCALE. ---"NO EQlJAnONS .;' · .. -. :: .... =..' .: .. ..... .,' ..:.... ELLIS F'lNAL APPROVAL FOR ACClJISflOO OF RieHl" Of' WAY ___"_ o SCALE IN METERS 1:400 : o 2.5 5 10 o PROPERTIES LIMITED M8NA TEXAS PROPERTIES, INC. 16001 DALLAS PKWY. z cr: D(j) RIC'iMONT 10+120 S.B. FRONTAGe: RD. 0 0 o 􀁾􀀠􀀰􀁾􀀠􀁾􀀠If PROJECT NO. ACCOUNT NO. CSJ NO. 0918-45NOTES, 1. ALL DIMENSIONS SHOWN ARE METERS UNLESS OlliER\\1SE NOTED. 2. ENOUSH UNitS ARE PROVlOEO FOR INFORMATION ONLY. . . J. BAS1S OF BEARING IS SOUTH LINE OF CAUFORNIA srATE TEACHERS RETIREMENT SYSTEM TRACr AS RECORDED IN VOLUME 95099, PAGE 1320 OF THE DEED RECORDS OF DALLAS COUNTY. TEXAS. LEGEND • .... ""''''''''' 0 JPIOii ROO S£r 'fJfJH CAl>• --• _rr"",• .... ""'" rume ... • 􀀽􀁗􀁊􀁬􀀧􀁜􀁾􀀠p,o.!:. PWlf 4Y COIoIIiOOCSlfM'.-....... ,.o. P!iI!T 12.112m 􀁐􀁁􀁒􀁉􀁃􀁉􀁾􀁇􀀠LOT PtJLl >« 􀁾􀀠􀁾􀀠'" P.O.C. PARCEL 1 KELLER SPRINGS N47'.34'lrE B.417m l27.61'] 'iIi t: 􀁾􀁾􀀠HARPER'S-KELLER SPRINGS. LLC. 􀁾􀀠􀁾􀁾􀀠a.. Pe (/) 􀀸􀁾􀀠« ZN -' .,; 􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀁾􀀠-->.-'co,. CUP 􀁾􀀠N43'58'S""W 9.S93m [31.47'] i EARTH@)T E C H 10420 II. 􀁾􀁑􀁣􀁫􀁬􀁮􀁑􀁢􀁩􀁲􀁤􀀠L'lt"'iI :'Ultli' 30Q, DIIUas, T'?xas 75247 􀀮􀁾􀀠. ::Texas Department©C 1999 I of Transportation KELLER SPRH ,':'0 ROAD/KNOLL TRAIL AT DALLAS '. :RTH TOLLWAY R.'::.N. MAP SCALE IN METERS 1:400P.O.S. PONT OF SEQJHHC DJI.D.C-T, DEED 1I£ct'RDS 0AL1A5 COVH1'I' ILXAS PJI.D.C-T. PUT REC0RD5 0AL1A5 COumY ILXAS • I'I!Of"OSW S(I['IUUII U-G.T. 􀁕􀁈􀁏􀁾1EILPtIOHE c..au:0=....... 􀀭􀀭􀀭􀀭􀀮􀀺􀁑􀀽􀁾􀀺􀀮􀀮􀀮� �􀁾􀁦􀀡􀁉􀁾􀀭􀀢􀀧􀁁􀁙􀀠􀁾􀁾􀁃􀁒􀁍􀁬􀀼􀁁􀁙􀀠. -_., IItW RO«4_.,./ilf 􀁾PAOlI. _ AAIIP • m:m COHClltlt 􀁾􀀠• -"'"• ... 􀁾􀀠""'""'" 􀁬􀀢􀀮􀁡􀁾􀀠􀀱􀀢􀀼􀀺􀁉􀁈􀀧􀁦􀁦􀀡􀀱􀁦􀁾􀁦􀀩􀀬􀁉􀁔􀀠.».. _... 􀁏􀁊􀁴􀁾􀁔􀀬􀀠OO!O I!UXIAOS 00Itl.A$ t;;t;JfIo.Tt 􀁾􀀠PJUl.c..t. 􀀢􀀢􀀢􀁾􀁉􀀩􀁉􀀬􀁕􀀬􀁬􀀬􀀤􀁤􀀩􀁕􀁗􀁲􀁔􀁔􀂣􀁘􀀱􀀻􀀺􀀵􀀠1,I.e..T. """"""'" """"'" """ •• -"'"" D:l$1'lHC 1III'lHI"-(W-'M'f _ ...__... N(W 1IlG'KI'...or"1I9\l' (!) OtllJQNI.IW hIIUl. 􀁾􀀠NOlES; I. AU. l"IIMENStONS SHO'IItt ARE. t.lETEF'lS uNLESS OTHE.R'II' • 􀀧􀀯􀁘􀀻􀁘􀁉􀁲􀁾􀀠tIOItWUO" t 􀀬􀀬􀁾􀁴􀀮􀁈􀀡􀀺· """"" """" "'"P.o.c. PQIIfT OF' CtlMWDlCDOT P.O.a. 􀁐􀁏􀁉􀁴􀁴􀁬􀀧􀀨􀁙􀀧􀁾􀀱􀁑􀁉􀁲􀁉􀁃􀁩􀁩􀀠DJI-..(}.(:..T. 00iJ) 1I(t0ll:1IS OIU.AS CDI,IKTY 1tXAS p.IUI.c.r. I"!..M 􀁾􀁃􀀼􀀺􀁉􀁒􀁏􀀧􀁓􀀠􀁾to.Ro!1"I' IDA$ 1,1..1';.1. 􀁾􀁉􀁄IWJ't().ljt 􀁾􀀠o.u. 􀁾􀀼􀁊􀀧􀁉􀀧􀁉􀁕􀁲􀁙􀀠---HOI A(M...(jI'MWi\'(CD 1lC;ICN'JlO NIal.. 􀁾􀀠PARCo.. Em. NO. AC, l 'O.1MJ8. MAAYEH/EL TAHIiAN JOINT VENTURE: ;;•Ii o SCALE IN METERS 1:400 Iii I o :u" to PROJECT NO. N4S'CO'OO"E I 􀀷􀁾􀀳􀀰􀀸􀁭􀀠[23,98'] oo 0 H'Wfh---l o BENT TREE CENTER ADDITION MAAYEH/EL TAHHAN JOINT VENTURE KENSINGTON SQUARE APTS. CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM Delto=08''..39'] O'Ol"W [56.08'] o scale 1:400 i i 0 '.5 • 10 o o CI . 􀀭􀀽􀀭􀀭􀀭􀀭􀀭􀀲􀀨􀀡􀀺􀁴􀁥􀁾􀁃􀁂􀀽􀁓􀀰􀀷􀀧􀀵􀀲􀀧􀀰􀀹􀀢􀁗􀀠􀀺􀁾􀁾􀀫􀀽􀀫􀀡􀀡􀀡􀀡􀁭􀀡􀁾􀁕􀀡􀀡􀁾􀁾􀁾􀀻􀁛􀀻􀀬􀀧􀀻􀁴􀁩􀁾􀀻􀁴􀀺􀀺􀀽􀀽􀀺􀀺􀀭􀀭􀀭􀀭􀁾􀀧􀀭􀀧􀀹􀀮􀀺􀀾􀀴􀀮􀁈􀀺􀁬􀁬􀁭􀀱􀀱􀀱􀀲􀀮􀀱� �􀀮􀁝􀀠C=33.919m[111.28'] 􀀭􀀭􀀽􀀧􀀺􀀺􀀧􀀺􀀧􀀻􀀺􀀺􀀺􀀧􀁾􀀭􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀢􀀧􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀢􀀻􀁾􀀧􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀧􀀭􀀢􀀫􀀢􀀢􀀭􀀭􀀭􀀡1i\i P.T. KNOLL TRAIL MAAYEH/El TAHHAN JOINT VEN\1JRE 3 􀁾􀁎􀁏􀁬􀁴􀀠TRAit o Q IRG, (»vtVS 000 0 .-------, 􀁾􀁾􀁒􀀠0 0 T PM. Y SIGNS o o o O 0 o r-.i!!9i5....---b o P.O.C. PARCeL 3 I!< " '.I.R. CAUi'ORNIA STATE TEACHERS RETIReMeNT SYSTEM P.Q.B. PARCELS 3 II. 4 '.I.R. o LEGEND 􀁟􀁾􀁉􀀧􀀢􀁷􀀺􀀺􀁬􀁯􀁉􀁴􀁈􀀱.""""'" """'" ::;:] ........ , " o:M:::R(Tt MItlW« 􀁾􀁾􀁾􀁙􀀠􀁾􀁾􀁒􀁍􀀴􀁐􀀠KENSINGTON SQUARE APTS. CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM • -"'" ""'" 0 􀁾􀁩􀀧􀁏􀁏􀁭􀀮􀀱􀁴􀁩􀁾􀀠.• """""""""t -• ""'..,..􀁾􀀠-....􀁾􀀠-,,-JI',(Ml -"'.....e.r. CUI) R(a:!ROS QOU.t.S (:(Il.H!Y IDolS 􀁾􀁊􀁕􀀺􀁉􀀮􀁃􀀺􀁴􀀮􀀠PlIoT' Ri'l:!oRO$ 􀁾(:Outftt lEXAS 1.I.e.-1. 􀁾􀁾􀁛􀁃􀁯􀁉􀀦􀂣􀀠••• ....􀁾􀀢􀀢􀀢􀀧􀀢􀀠DI$fVIC. RIOIf-or_WIIT 􀀭􀀭􀀮􀁾•.--ItO!' 1'IlGHT-cr-lUY