Transcription of PARSONS BRINCKERHOFF - hunt-connect.com
1 PARSONS BRINCKERHOFF NORTH TERMINAL PROJECT LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT NEW ORLEANS, LOUISIANA TRANSMITTAL COVER Date : 03/14/2017 To: Company: HGBM Person: Document Control Submitted on Behalf of: NOAB Document Title: JEC-DSl-0049 Number of Copies: One (1) Electronic Transmittal#: 04637-007-01 From: Company: PB Person: Jim Stievater Document Attached: CCAT-JEC-DSl-0049, RFI01517 and UPS 1111 Action: Delivered Via: Email D No Cost/Time Impact. Proceed with the work indicated. Advise within 14 days if there is any Cost or Time Impact. D Cost Decrease. Proceed with the work. Submit credit proposal for Review. D Cost Increase. Proceed with the work on a T&M Basis. Cost to be submitted when work is complete. 00 Cost Increase. Proceed with the work. Submit proposal. r'L sf o 11s . ~.
2 ' { : ~ {n cu ~1 .. D Cost Increase. Do not proceed with work. Submit proposal. d.. :t&,\ "'.~ J ~ 1 ,._ J~ ,f.,, D VE/Conformed Documents Implementation D For Information Only D Rivet/GADD File Included D Rivet/GADD File to be Requested o No Rivet File Commen!s: ~ 5t~..J ~~~ :! P . ~ :. I ~ UP S 11 11. (01 .. JC\ .. h<l~ ~,\,;,{:+~ io ".M,. /~ 1 ~---\'\ t~ ,. ,"-" ..f~h -Sc,' ,~~Ji' S~'Wh. This DSI includes an updated foundation plan showing where piles were damaged and rendered unusable and being replaced with remediation piles. It also includes a segmented pile detail. Sheet UPS 1111 reflects the following changes: 11 Segmented piles add to the plan view Added segmented pile detail Attached: CCAT-JEC-DSl-0049, RFI i17 and UPS 1111 Construction Manager Approval:..:!..,_\~ .. ---~~.)}}}
3 ~~~===::~=-----___:):..!./..:.., ::..{, :..11 Jam T . Stievater - PARSONS BRINCKERHOFF Date CC: File PB-Chris Spann PARSONS BRINCKERHOFF NORTH TERMINAL PROJECT LOUIS ARMSTRONG NEW ORLEANS INTERNATIONAL AIRPORT NEW ORLEANS, LOUISIANA TRANSMITTAL COVER Document Control Attachments: Partial sheets: None Additional full sheets: UP S 1111. By: Kerwin E. Julien, MSCE Professional Engineer DESIGNER SUPPLEMENTAL INSTRUCTIONS DSI NO. JEC-DSI-0049 DDAATTEE:: 33//1133//22001177 PPRROOJJEECCTT NNAAMMEE:: NNOOAABB PPrroojjeecctt ## 88991100--0011223333 LLoouuiiss AArrmmssttrroonngg NNeeww OOrrlleeaannss IInntteerrnnaattiioonnaall AAiirrppoorrtt NNoorrtthh TTeerrmmiinnaall DDeevveellooppmmeenntt PPrrooggrraamm PPhhaassee 11 Note: if the following information is deemed to have an impact on GMP Price or time, submit a proposal for Owner approval before proceeding with this DSI.}
4 If approved by Owner, the resulting contract change will be incorporated in the next formal Change Order. TThheessee ddrraawwiinnggss pprroovviiddee ccllaarriiffiiccaattiioonnss aanndd rreevviissiioonnss:: This DSI includes an updated foundation plan showing where piles were damaged and rendered unusable and being replaced with remediation piles. It also includes a segmented pile detail. This sheet reflects the following changes: 11 segmented piles added to the plan view. Added segmented pile detail. Additional cost associated with this work is expected. From: Dean Schuerman To: Cedric Johnson CC: Daniel Taylor, David Daileda, Jason Levy, David Zelig, Sara Delahoussaye, Jay Seastrunk, Relinda Julien, Kerwin Julien, David Julien, Kerwin Julien Jr, Arthur Malbroue, James Green RFI 01517 From Kiet Vo To Dean Schuerman CC Frans Labranche, Nelson Davis, Cedric Johnson, Cindy Shields, Jason Levy, Raymond Symanski, Scott Rydin, Dean Schuerman, Kiet Vo, Cinda Denoux, David Daileda, Kenneth Boyd, Sara Delahoussaye Project North Terminal Project - NOLA (MSY) Construction Subject URGENT: Volume 5_UP S1111_CUP A_Damaged Piles Subject: URGENT: Volume 5_UP S1111_CUP A_Damaged Piles Date Required: 2017-02-28 Cost Impact: Yes Cost Amount: Question.
5 URGENT Please see the attached plan sheet and pictures showing of piles appears to be damaged. Are these piles considered damaged? If so, what is the recommendation of repair? Suggestion: Answer: NOTE: An RFI response cannot change the requirements of the Contract Documents. Response By: Relinda Julien Date: 03/13/2017 CCAT Response: The pile integrity test reports indicate that the following piles exhibit significant defects and, therefore, must be replaced: 5002, 5003, 5031, 5034, 5062, 5064, 5065 Pile integrity test reports indicate that the following piles are sound (no remediation required): 5029, 5030, 5035, 5060, 5063, As replacement-in-kind is no longer feasible due to constructed elements, steel pipe piles are to be used. Refer to JEC-DSI-0049 for detail and locations of steel pipe piles.
6 Cost Impact: None Pursuant to paragraph of the General Conditions of the Contract, the Engineer of Record provides the following response to the referenced RFI. This RFI response does not constitute a Construction Change Directive, and does not authorize changes in project scope, contract price or time. Refer also to Article 7 of the General Conditions and for AIP work to Article 50-16 of the FAA General Provisions. RFI s are to be returned for reconsideration if there is a cost or schedule impact. R E Q U E S T F O R I N T E R P R E T A T I O N NOTES:TRIM PILE TOCUTOFFELEVATIONPROTECTIVE PIPE COATINGCARBOLINE BITUMASTIC 300 MOR APROVED PIPE WITH4,000 PSICONCRETE12" NOMINAL DIA.( " )ASTM A252 GR3 STEEL PIPE1/2" WALLTHICKNESS3/83/8 MINIMIZE TIME BETWEEN DRIVING SEGMENTSTO MINIMIZE SET-UP TIME PILE TO FIRM EMBEDMENT PER PSIREPORT PILE CAPACITY FOR OPEN-ENDEDSTEEL PIPE PILE CENTRAL UTILITY PLANT A(CUP-A), PSI REPORT NO.
7 0254729-3/3 COAT PIPEEIGHT 15FT. SEGMENTSCUT OFFELEVATIONU1U2U3U4U5U8U118' - 7 1/4"27' - 9 5/8"27' - 6"27' - 6"AS 1132 NORTH ' - 6 3/16"10' - 5"13' - 2 5/16"13' - 10 13/16"13' - 10 13/16"13' - 9"13' - 9"13' - 9"DS 1132FS 1132CS 1132DS 1132AS 1132AS 1132ES 1132GS 113290 00' 00" 90 00' 00" 90 00' 00" 166 04' 30" 96 46' 26" 40' - 5 1/16"90' - 4 7/8"10' - 8 3/8"49' - 3 11/16"R = 360' - 8 3/4"G40 DAD2D3D4D18' - 7 1/4"13' - 8 7/8"13' - 8 7/8"27' - 5 13/16"4' - 9 3/8"5' - 7 9/16"13 55' 30" BS 113219' - 7 1/16"18' - 10 1/16"TYP. ATBRIDGEPILE " EXP. JOINT ALONGNT FOUNDATIONBRIDGE BENT 14 BRIDGE BENT 13 BRIDGE BENT 12 BRIDGE BENT 1183 13' 34" GS 113213' - 10 13/16"13' - 10 13/16"13' - 9"13' - 9"13' - 9"13' - 9"4' - 10 1/4"36"WIDEGRADEBEAM36" WIDEGRADE BEAM36" WIDEGRADE BEAM36" WIDEGRADE BEAM18' - 10 1/16"13' - 0"9' - 5 3/16"7 1/8"6' - 7 1/16"6' - 1 1/8"7' - 8"8' - 2 1/2"5' - 6 7/16"10' - 4 1/16"1' - 3 3/8"12' - 5 5/8"3' - 4 7/8"8" ' - 5 1/2"8' - 8 5/8"4' - 0 3/8"8' - 4 13/16"4' - 4 1/8"5' - 3 3/8"10' - 10 1/16"10' - 10 1/16"10' - 10 1/16"12' - 0 11/16"12' - 0 11/16"12' - 0 11/16"18' - 1 1/16"35' - 11 1/8"36' - 2 1/8"8' - 0"6' - 5 1/16"1' - 11 13/16"1' - 11 13/16"4' - 0 3/8"3"82 59' 54" 83 04' 36" 0 31' 42" 48' - 9 3/4"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"5' - 0"DSI - 00494' - 0"15' - 0"7' - 0"8' - 0"5' - 7"22222222211111133
8 RFI 1517 LEGEND1 DAMAGED PILES (7)2 REMEDIATION PILES; SEE DETAIL A / S 1111 (12)3 BELOW SLAB PIPES, CONDUIT AND DUCTBANKSPER CONTRACTOR FROM AS-BUILT RECEIVED 3-8-20172'SCALE : 3/8" = 1'-0"04'6'T1AC1AT2AT2CT4AT4CT1BT2BT2DT4B T4DT5AT5C T5DT3BT3DT3CC1BC2AC2BC3AC3BC4AC4BC5AC5BC 6AC6 BKEY PLANREVISIONSFILE LOGACTIVITYDrawDesignManagerCheckSTAMP LEO A DALY Company 2015 PROJECT NEW ORLEANSAVIATION BOARDCRESCENT CITYAVIATION TEAM1 GALLERIA BOULEVARD #1516 METAIRIE, LA 70001T (504) / F (504) JOINT VENTURE2916 GEN. DEGAULLE DR. STE. 200 NEW ORLEANS, LOUISIANA 70114 VOICE: FAX: Proj. No. 53/15/2017 10:54:23 AMPROJECT ADDRESS KENNER,LOUISIANA 70062 CITY OF NEW ORLEANSCUP A FOUNDATION PLANUP S 1111 NORTH TERMINALLOUIS ARMSTRONGNEW ORLEANSINTERNATIONALAIRPORT051-10250-000 02-08-2016 JAGKEJJKEJSISSUED FOR CONSTRUCTIONSCALE: 1/8" = 1'-0"S 11111 CUP A - FOUNDATION PLANSEE UP S 1110 FOR LEGEND & NOTESNODESCRIPTIONDATEDSI - 0049 JEC - DSI - 004903-10-2017 SCALE: 1/2" = 1'-0"S 1111 ASTEEL SEGMENTED PILE DETAILDSI - 0049 DSI - 0049