PRSONS RINKERHO NORH ERMINL PROJE LOUIS RMSRONG NEW ORLENS INERNIONL IRPOR NEW ORLENS, LOUISIN RNSMIL OVER ate : /8/06 o: ompany: HGM Person: ocument ontrol ransmittal #: 04405-007-0l rom: ompany: P Person: Jim Stievater Submitted on ehalf of: NO ocument itle: OSI JE-Sl-004 Number of opies: One () Electronic ocument ttached: -JE-Sl-004, RI 038, PG S 003 and PG S 04 ction: elivered Via: Email No ost/ime Impact. Proceed with the work indicated. dvise within 4 days if there is any ost or ime Impact. ost ecrease. Proceed with the work. Submit credit proposal for Review. _9ost Increase. Proceed with the work on a &M asis. ost to be submitted when work is complete. l\tl'ost Increase. Proceed with the work. Submit proposal. ~.' "'~\-s: +.o -\->r"" r rc.;"-t-a l't.l " J ~~ ostlncrease.onotproceedwithwork. Submitproposal. P~ le.. c::...,r.,._,raa,~'.._,:lt~~."'~~ VE/onformed ocuments Implementation omments: c.-o~r. P. l~ -""' -K"< ~ca. J~ t""'~~ "- r "j' i,.,..,:f his SI includes revisions to include modification pile caps in response to RI 038 and RI 0375. Sheets PG S 0038 and PG S 004 have been revised to reflect the following: dded detail for P 6 to P (enlarged cap due to reduced pile capacity). he pile cap depth is 4'-6". Revised caps on plan sheet. ttached: -JE-Sl-004, RI 038, PG S 003 d PG S 004. onstruction Manager pproval:, &. \c, ate : ile P-hris Spann ocument ontrol @HGM-JV.com lawson@hgm-jv.com
ESIGNER SUPPLEMENL INSRUIONS SI NO. JE-SI-004 E: //06 PROJE NME: NO Project # 890-033 Louis rmstrong New Orleans International irport North erminal evelopment Program Phase 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 SI. If approved by Owner, the resulting contract change will be incorporated in the next formal hange Order. hese drawings provide clarifications and revisions: his SI includes revisions to include modifications pile caps in response to RI038 and RI0375. ollowing sheets have been revised for SI 004: PG S 003 PG S 04 hese sheets reflect the following changes: dded detail for P 6 to P (enlarged cap due to reduced pile capacity). he pile cap depth is 4-6 Revised caps on plan sheet. dditional cost associated with this work expected. ttachments: Partial sheets: None Reissued full sheets: PG S 003, PG S 04 y: Kerwin E. Julien, P.E. MSE Professional Engineer
R E Q U E S O R I N E R P R E I O N rom: ean Schuerman o: edric Johnson : aniel aylor, avid aileda, Jason Levy, avid Zelig, Sara elahoussaye, Jay Seastrunk, rian nderson, Kerwin Julien, Relinda Julien, avid Julien, Kerwin Julien Jr, rthur Malbroue, James Green RI 038 rom Kiet Vo o ean Schuerman rans Labranche, Michael Kelly, edric Johnson, indy Shields, Jason Levy, Raymond Symanski, Scott Rydin, Kiet Vo, inda enoux, avid aileda, Kenneth oyd, Sara elahoussaye Project North erminal Project - NOL (MSY) onstruction Subject RIIL_Volume 4_Parking Garage_PG S 04_Pile ap /E Piles_Non Pile Refusal Subject: RIIL_Volume 4_Parking Garage_PG S 04_Pile ap /E Piles_Non Pile Refusal ate Required: 06--8 ost Impact: Potentially ost mount: Question: Please provide direction or redesign of Parking Garage Pile ap /E. Suggestion: nswer: On ec 9, Pile # 77, 78, 79, 730, 73, & 73 did not reach Refusal riteria with op of Pile Elevation approximately PILE UO ELEVION. riving Logs and location sketch attached. NOE: n RI response cannot change the requirements of the ontract ocuments. Response y: rian nderson ate: //06 Response: fter further structural analysis, six additional piles and associated pile cap extension required. See JE-SI-004. ost Impact: increase Pursuant to paragraph 4..4 of the General onditions of the ontract, the Engineer of Record provides the following response to the referenced RI. his RI response does not constitute a onstruction hange irective, and does not authorize changes in project scope, contract price or time. Refer also to rticle 7 of the General onditions and for IP work to rticle 50-6 of the General Provisions. RI s are to be returned for reconsideration if there is a cost or schedule impact.
4'-0" '-6" '-0" '- 5'-" 5'-" '- 3'-0" (YP.) '-6" '-6" 4'- '- '- '- PRKING GRGE LOUIS RMSRONG NEW ORLENS INERNIONL IRPOR PROJE RESS KENNER, LOUISIN 7006 IY O NEW ORLENS HE NEW ORLENS VIION OR 4'-0" '-6" ONINUE (4) - #7 OP & OOM LONGIUINLLY IIONL (4) - #8 OP & OOM RNSVERSE '-6" 3'-0" PLN S 003 SLE: 3/8" = '-0" '-6" 4'- () PILES O E E '- 4'-6" '- SEE OMMON P-6 PILE P EIL OR OHER INORMION 7'-0" 3'-" '- 5'-" 5'-" 5'-" 5'-" '- () PILES O E E PLN S 003 SLE: 3/8" = '-0" SEE OMMON P-6 PILE P EIL OR OHER INORMION () PILES O E E '- 4'-6" '- 7'-0" 4'-0" '- 4" SQURE PRES ON. PILES (YP.) 3 PLN P9 S 003 SLE: 3/8" = '-0" PLN RIVEN (8)-#7 LONG OP&OOM (6) PILES O E E (6)-#7 SHOR OP&OOM RESEN IY VIION EM GLLERI OULEVR #56 MEIRIE, L 7000 (504) 303.7535 / (504) 84.9 96 GEN. EGULLE R. SE. 00 NEW ORLENS, LOUISIN 704 VOIE: 504.366.3454 X: 504.366.876 WWW.JULIEN-ENGINEERING.OM KEY PLN JOIN VENURE JE Proj. No. 00.3 Scales in this drawing are as indicated when this bar measures exactly " long PRES ON. OLUMN (RE. SHOP RWINGS OR OWELS) '- '- PRES ON. OLUMN (RE. SHOP RWINGS OR OWELS) 8'-0" '- 4'-6" '- REVISIONS NO. ESRIPION E JE-SI-0036 /0/06 JE-SI-0037 /0/06 JE-SI-0039 /3/06 JE-SI-004 //06 '- '- '- (3) PILES O E E (3) PILES O E E 3'-6" (6)-#7 SHOR OP&OOM 3'-6" (6)-#7 SHOR OP&OOM ILE LOG IVIY Y Manager esign esigner raw uthor '- heck hecker SMP 4" SQURE PRES ON. PILES (YP.) PLN RIVEN (8)-#7 LONG OP&OOM 4" SQURE PRES ON. PILES (YP.) RIVEN (8)-#7 LONG OP&OOM PLN 4 PLN P9 O S 003 SLE: 3/8" = '-0" 5 PLN O P S 003 SLE: 3/8" = '-0" 0 ' 4' 6' SLE : 3/8" = '-0" ISSUE OR ONSRUION PROJE NO. 05-050-000 0-08-06 JE-SI-004 PILE P EILS //06 0:58:57 M VOLUME 4 PG S 003 LEO LY ompany 05
SIR-3 SIR-4 S 300 E...6.6 S 300 3 3 3 MH SHEE PG S 03 S 300.6 -SI-0008 G-S3-E WS-3-E 600- S 600 6003- S 6003 48' - 0" 48' - 0" 48' - 0" 48' - 0" 46' - 0" 6" HIGH X 6" WIE ON. UR EWEEN LL OLUMNS LONG GRI LINE P ON. WLLS ON ON..I.P. PILE PS G---G WP--E.5-.3 WP---.5 WP--.7-E.5 WP---.7 WP--.3- WP--.5-.3 YP. IMS. EH PILE P LONG GRIS N 3 S 4 EGE O SL NO SL IN HIS RE N UNER RMP; 4" HK. 60 LIMESONE OVER GEOEXILE 600- S 600 6003- S 6003 RMP SLOPE 6' - /6" S 4 0' - 0" EN.I.P. RMP EGIN P OULE EES 0' - 0" 9' - 4 3/6" ' - 0" S 4 ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" 5' - /" WP-3-.3-G 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" ' - 0" ' - /" ' - 0 /" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" 5' - /" 6' - /" to P WP--.3-G WP-3-E.5-.3 G--E- G--.-G G-3-.-G JE-SI-004 WP-3-.7-E.5 G-.--3 G-.--3 G---E WP-3--.7 8" oundation Slab WP-3-.3- G--- O GRI O GRI O GRI 0" G-3--G G-.5--3 G-.7--3 G-.8--3 O GRI G--- WP-3--.5 WP-3-.5-.3 8' - 0" G--.7--X G-.--3 G---.8 G--.7-3 O GRI G-3--.8 ' - G--3-3. 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" G--- WP--- WP-- G---.3-X G--.7-.3 G--.3-.7 G-.--3 G--.3-.7-X WP--3 G--.7-.3 G--.7-3. WS-4-W G-S4-W G-- G---3 G--3 9' - 4" ' - 4 S 06 G--.- P9 P9 G--3-3.7 G-S5-N 6' - 8" 8' - 0" 8' - 0" G-S4-S G-S4-N G-S4-E WP-- WP--3 WS-8-N WS-4-S WS-4-E 8' - 0" 6' - 0" 8' - 0" 66' - 0" 6' - 0" SI-JE-00 SUMMRY (HIS SHEE) MOIIE GRE EM SIZES E GRE EM GS RELOE SL JOINS E WLL GS MOIIE WLL IMENSIONS N SIZES RELOE PILES E PILES E LRIYING IMENSIONS E GRE EM KEY N SHEULE 6' - 0" G---.8 G--.7--X G---G ONINUE 6'-0" SPING 7' - G-.5--3 G---.3-X G--.7-3 SEE SHEE PG S 0 OR LEGEN SEE SHEE PG S 05 OR GRE EM MRK KEY N SHEULE SEE SHEE PG S 34 SL PLN OR RELIVE SL ELEVIONS N IIONL IMENSIONS ' - ' - G-.--3 ' - ' - 9" ' - 9" ' - G--.3-.7-X G--.3-.7 ' - G--.7-.3.6 PRKING GRGE LOUIS RMSRONG NEW ORLENS INERNIONL IRPOR PROJE RESS KENNER, LOUISIN 7006 IY O NEW ORLENS KEY PLN REVISIONS ILE LOG IVIY Manager esign raw HE NEW ORLENS VIION OR RESEN IY VIION EM GLLERI OULEVR #56 MEIRIE, L 7000 (504) 303.7535 / (504) 84.9 96 GEN. EGULLE R. SE. 00 NEW ORLENS, LOUISIN 704 VOIE: 504.366.3454 X: 504.366.876 WWW.JULIEN-ENGINEERING.OM Y JOIN VENURE JE Proj. No. 00.3 Scales in this drawing are as indicated when this bar measures exactly " long NO. ESRIPION E L ENUM //05 L. ENUM. /7/05 M ENUM 0/4/06 -SI-0008 /6/06 JE-SI-0008 06/9/06 JE-SI-00 07/5/06 JE-SI-004 //06 KJ, Sr KJ, Sr G-4--.6 0" WIE X '-6" HIGH ON. UR LONG GRI LINE 4 MH SHEE PG S 05 G-4-E- JE-SI-004 G-4--E to P S 300 G-4-- O GRI YP. SINGLE PILES WIHIN SL RE G-4-- G-4-.5- G-3.7--.5 G-3.8--.5 G-.5-3.7-4 ' - S 300 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" WP-4-- SIR-5 ' - WS-8-W G-S5-E G-S5-S WS-8-E S 07 4 6' - 0" 7' - ONINUE 6'-0" SPING G--3-3. G-3--G G--.7-3. 3 heck SMP JM 0 8' 6' 3' RUE NORH N E ELEVIONS & LOOR RINS E ' - ' - ' - SLE : /6" = '-0" ISSUE OR ONSRUION PROJE NO. 05-050-000 0-08-06 //06 0:54:0 M OUNION PLN RE - LEVEL S 04 SLE: /6" = '-0" EILE PLN S 04 SLE: /8" = '-0" OUNION PLN RE - LEVEL VOLUME 4 PG S 04 LEO LY ompany 05