Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
ST0301A-CS100329 (2)
2010) Keith Marvin - RE: Bethel Road Page 1 From: Chris Poteet <cjp @freese.com> To: Keith Marvin <kmarvin @coppelltx.gov> CC: Caleb Thornhill <bct @freese.com >, Jane Jenks <jsj @freese.com >, TriciaHat... Date: 3/29/2010 5:16 PM Subject: RE: Bethel Road Attachments: Bethel Rd Addendum 2.pdf Keith, Jane faxed the attached addendum 2 out today prior to 5PM She will follow up with each planholder, via phone, tomorrow morning Regards, Chris Chris Poteet, LEEDO AP Construction Services Freese & Nichols Inc. 1701 N. Market St., #500 Dallas, TX 75202 214 - 217 -2210 (office) 214 - 709 -7868 (cell) 214 - 920 -2565 (fax) cjp @freese.com www.freese.com - - - -- Original Message---- - From: Keith Marvin [mailto:kmarvin @coppelltx.gov] Sent: Monday, March 29, 2010 5:08 PM To: Chris Poteet Cc: Caleb Thornhill; Jane Jenks; Tricia Hatley Subject: Re: Bethel Road Please forward the addendum to me via email so we can upload it to our electronic advertisement vendor Thanks, Keith Please call me to discuss this prior to issuing another addendum. We are not allowed to issue an addendum within 72 hours of bid opening. That means if we deem it necessary to issue this addendum we will need to change the bid opening date and time by this addendum too. My preference is to avoid that. Keith - - - -- Original Message---- - From: "Robert Bibby" <robert @rebcon.com> Cc: Keith Marvin <KMARVIN @coppelltx.gov> Cc: Caleb Thornhill <bct @freese.com> To: Chris Poteet <cjp @freese.com> Cc: Jane Jenks <jsj @freese.com> To: <robert @rebcon.com> 2010) Keith Marvin - RE: Bethel Road Page 2 Sent: 3/26/2010 1:39:39 PM Subject: RE: Bethel Road Thanks Chris. When will Addendum 2 be issued to delete one of the two bid items? From: Chris Poteet [mailto:cjp @freese.com] Sent: Friday, March 26, 2010 1:32 PM To: Robert Bibby Cc: Jane Jenks; Caleb Thornhill Subject: FW: Bethel Road Robert, you are correct. The new item 207 is a change in the nomenclature, description and quantity of the previous item 141. It is shown on the new sheet GR -1. Regards, Chris Chris Poteet Freese & Nichols Inc. From: Caleb Thornhill Sent: Friday, March 26, 2010 11:24 AM To: Chris Poteet Subject: Fw: Bethel Road Can you check on this? Caleb Thornhill, P.E. ext 2282 Sent from VZW 2010) Keith Marvin - RE: Bethel Road Page 3 From: Robert Bibby <robert @rebcon.com> Date: Fri, 26 Mar 2010 11:09:27 -0500 To: Caleb Thorn hill <bct @freese.com> Cc: kmarvin@ coppelltx .gov <kmarvin @coppelltx.gov> Subject: Bethel Road Caleb, Addendum 1 added Item 207, Rail Ty411. Isn't this a duplicate of Item 141 ? understand the quantity has been reduced. If this is correct, and you delete either Item 141 or Item 207, please do not re -issue the entire proposal. Thanks for your help. Robert Bibby 972 - 444 -8230 This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, 2010) Keith Marvin - RE: Bethel Road Page 4 this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message, together with any attachment, may contain the sender's organization's confidential and privileged information. The recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying, disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this information by persons or entities other than the intended recipient is prohibited. If you received this message in error, please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank you for your cooperation. CITY OF COPPELL S' _ SETHEL ROAD 11 PAVING & UTILITY IMPROVEMENTS .,.- __- -_. -- e_ OWNER PROJECT Na- ST 03 -01A � •- -..__. TRICIA H. HATLEY -° --- ------- -- - ---f- - PROJECT ##CPL03243'' 8322 _ ADDENDUM NO_ 2��' March 29, 2010 The time for submission of Bids has been changed to Friday, April 2, 2010, 2.00 pm The location for the submission of bids is unchanged. BID DATE_ Friday, April 2, 2010, 2:OOprn 7 foI /owing additions, deletions, modifications, or clarifications shall 6e made to the appropriate sections of the plans and specifications and shall become a part of the Contract Documents_ Bidders shall acknowledge receipt of this Addendum in the space provided on the Bid form_ TECHNICAL SPECIFICATIONS: A 2 -1 SECTION 5 — Description of Pay Items A. Reference Page 5 -14, Deletion: Delete Pay Item #141, this item was replaced by the addition of item #207 in Addendum - 1- DRAWINGS - A 2 -1 REPLACE THE FOLLOWING SHEETS FROM ADDENDUM 1 REPLACE SHEET WITH SHEET Retaining Wall RW 1 (H) A (from Addendum 1) Retaining Wall RW 1 (H) C Addendum No_ 2 00900 -1 Project No_ ST 03 -01 a - CPL-03243 I T 1' -0' \Iln Lop- - AJ Idin Lop d� I'•B" Id n lap (— 2'•g' MI, Lop 1 • - -U I—U I—U As c S -0° LI'n Lop T — U = I `* 1 v I �12 �•.2 �I2 � �l2 I m I �� 1 12 I � I%I o m I /e y I%e ° I 1 ' 112 - �1? �01 5ru•9•� $u - °� - �12 v �Id 2 � 0 . 1 11/ t ol - z Lot, < H • C,5% • 4' -7' Lgrh • 11'-2' Lgth • H • Tw _ o " 112 0 0 H:It' H >II'fl1' HrIT •sw•s'•1C° Lott =12' - 2• - Lath =H 15' -n° � h'.Sw•E ° � H1121' H41' r 0.7i iw- x x v BARS A2 BARS As � sw • s' Lg = H • - w • Sx - 2'-6• Lgrh : IJ'-g" BARS Ad Ve • �� 6 H S I1' H )I 13' L Lglq = P • iv Lgfbsw ISN Tw U Sw - 66' Lath • B' -4' ' Lot 5'r • I1'•4' Lgth = 14' -4• Lg +h - 2 H , iw faf N; 5' BARS AI H; 26' H 26' BARS As w Y -9• Loh = H • 6° u ar 15•�!�::; BARS 44 Lgrh • 2H - I BARS A7 5' for H< G Rloce verflaal bore inside of HorlCanfdl a BARS B hers nyp Horn 90aesl. are of Wot 1 — 31' S° m GENERAL NOTES: BARS J a 12 'C Place faorin tae against 9 9 undisturbed solL All ccnorere tc be Class �'• A All reinfarNng creel 'o be Crade 60. rr,, 2 �A. For pores and aatg7ls not shown on tnis sneer see ;scot Rd 1J 'See 3tcndord PW 2 for size. 2 fi U A7 ouontltles ore posed on "H' being average height of penal BARS D, H, T Retaining loons or a dasi gnec to to coded as follcns 4t Al an Rstaini nQ Fall Loycut Shaete. HC • 21 • zS Al J Tle ell persAof LA -29 -N bend p Inr ra U �Porel Lengfn • s2' is s- andardl 2B' Fcce reu're franV face relni� Aa At L s special quan +Isles Uat 1 Well 11 iE Average Ne'gn' 'H' of Panel D of 12' s BARS R i" 1 f 7ss'gn - A ° no wreho-ge or slope abcve wal I 1.7 See stmenre RW 2 B .slopes up dn s Iocatiors,�3 Ai for $126 4s and /or slopes L1 is 2�51I 2 �4' C. B -A S' 'S' I a1 I Foptlrg pressure ces gt lgn , L e low, H • � Rte\ i ,.� C n_ 7° I iw Hw ?w SECTIONS Toms Mrfm9nl of Tronwfollon Plldel PY"m RETAINING WALLS RW INC '�'Sfdl0.4gn r+IWar ¢� rMWro�i t ui Y'H ©l401 Nvah2elo I bl eop « 1 0 1 ,.a H_9' H_11' H • IT' H_20' H12S' H • 29' PARTIAL WALL ELEVATIONS (ShCwing ver'inol rein arcing pettsrn In back 'ace) Hs W REINFORCING OR ONE 1 es, EO � Dlmy ® ®0���� ®m -■ ® M. ■ -�® ®mm®M ®m■ i0i#l��l m' 9 o �®® ®��MMMEME � ®�■�EN®®■mmm m mmom ©me��l�W m o mmm iM DEFINITION ©®® ®m■ ®mmmm-■ ®son 01 mmm ml�� ® OEM IM E■® EI®® ®m®M®mmMm 0� �. oiIMMEWEE ® mmmm ■ ■if ®Im HEM ®M ®MMMME: M®®mmmi m®mmm ®®mmm® ®C■- ■-E®mmm®mmmm ■me HIM MKOH ® �mm mmum mimm0m mmml lE�O m ®m���� ® ® ®F ®� ®�■- ■-EN M®ommmm�mm®.mm . ��m��i. ©mmi® ® ®��mmm ®m®maum■mEMMEM �� m® ®■ ®a® 8 .UMImmmmm■® ®-■-E mn ■ m m mmmommo ®■ ®i IM�■�- ■-.®■mmm® ®m®�e�gm ® ®��i® mlmm�m■■� ®■ ® ■m® ®■ ®:�ii ®mm® ®® El ®om�m� �m �mm��� mommo ■� ■ ®m -. -� m��ms mam ® ®m ■m■ E m ® Mmm mm ®■ ®® m ® ■■■. ® ■m ■gym ®' . ® � MM®Imm® I mmmmmmmmm �m®®®m ®m m''I��E �m�l ®® ®0 �tl�i�0�® ® ®�® ®- ® ® ©m ® ®� ®0� ®BmI9 SIB I[ �YR�/ A2» C9111�IIR�16flll1�l�1 .ski �61A��F:>�iiA�[1i 11�Ci11E1�NR�GflRiiIF�H ®� I T 1' -0' \Iln Lop- - AJ Idin Lop d� I'•B" Id n lap (— 2'•g' MI, Lop 1 • - -U I—U I—U As c S -0° LI'n Lop T — U = I `* 1 v I �12 �•.2 �I2 � �l2 I m I �� 1 12 I � I%I o m I /e y I%e ° I 1 ' 112 - �1? �01 5ru•9•� $u - °� - �12 v �Id 2 � 0 . 1 11/ t ol - z Lot, < H • C,5% • 4' -7' Lgrh • 11'-2' Lgth • H • Tw _ o " 112 0 0 H:It' H >II'fl1' HrIT •sw•s'•1C° Lott =12' - 2• - Lath =H 15' -n° � h'.Sw•E ° � H1121' H41' r 0.7i iw- x x v BARS A2 BARS As � sw • s' Lg = H • - w • Sx - 2'-6• Lgrh : IJ'-g" BARS Ad Ve • �� 6 H S I1' H )I 13' L Lglq = P • iv Lgfbsw ISN Tw U Sw - 66' Lath • B' -4' ' Lot 5'r • I1'•4' Lgth = 14' -4• Lg +h - 2 H , iw faf N; 5' BARS AI H; 26' H 26' BARS As w Y -9• Loh = H • 6° u ar 15•�!�::; BARS 44 Lgrh • 2H - I BARS A7 5' for H< G Rloce verflaal bore inside of HorlCanfdl a BARS B hers nyp Horn 90aesl. are of Wot 1 — 31' S° m GENERAL NOTES: BARS J a 12 'C Place faorin tae against 9 9 undisturbed solL All ccnorere tc be Class �'• A All reinfarNng creel 'o be Crade 60. rr,, 2 �A. For pores and aatg7ls not shown on tnis sneer see ;scot Rd 1J 'See 3tcndord PW 2 for size. 2 fi U A7 ouontltles ore posed on "H' being average height of penal BARS D, H, T Retaining loons or a dasi gnec to to coded as follcns 4t Al an Rstaini nQ Fall Loycut Shaete. HC • 21 • zS Al J Tle ell persAof LA -29 -N bend p Inr ra U �Porel Lengfn • s2' is s- andardl 2B' Fcce reu're franV face relni� Aa At L s special quan +Isles Uat 1 Well 11 iE Average Ne'gn' 'H' of Panel D of 12' s BARS R i" 1 f 7ss'gn - A ° no wreho-ge or slope abcve wal I 1.7 See stmenre RW 2 B .slopes up dn s Iocatiors,�3 Ai for $126 4s and /or slopes L1 is 2�51I 2 �4' C. B -A S' 'S' I a1 I Foptlrg pressure ces gt lgn , L e low, H • � Rte\ i ,.� C n_ 7° I iw Hw ?w SECTIONS Toms Mrfm9nl of Tronwfollon Plldel PY"m RETAINING WALLS RW INC '�'Sfdl0.4gn r+IWar ¢� rMWro�i t ui Y'H ©l401 Nvah2elo I bl eop « 1 0 1 ,.a H_9' H_11' H • IT' H_20' H12S' H • 29' PARTIAL WALL ELEVATIONS (ShCwing ver'inol rein arcing pettsrn In back 'ace) Hs W