HomeMy WebLinkAboutPLANS 500 Big Thompson Ave Concrete Pads 2005flug 23 05 04:OOp Steve Lane 970.58G.S14)p.1
ARCHITECT’S
SUPPLEMENTAL INSTRUCTIONS
PROJECT:ARCHFFECTS SUPPLEMENTAL
Town of Estes Park Visitor Information Center INSTRUCTION NO:1500BigThompsonAvenue
Estes Park,CO 80517
OWNER:ARCHiTECT:
Town of Estes Park Basis Architecture P.C.
TO;
Daliman Construction Company
CONTRACT DATED:
June 27th,2005
The Work shah be carried Out in accordance with the following supplemental instructions issued
in accordance with the Contract Documents without change in Contract Sum or Contract Time.Proceeding with the Work in accordance with these instructions indicates your acknowledgement
that there will be no change in the Contract Sum or Contract Time.If there will be an impact toContractSumorContractTime,please inform the Architect in writing within seven (7)days.
L)escription:
Per the attached letter from Cornerstone Engineering,remove and replace two concrete padfootingsnotcorrectlypositioned.Per detail 0 on sheet S2.0 provide flow fill at underground
utilitie5 below the wet wall thickened slab.Verify/provide excavation for thickened slab in correctlocationandtocorrectdepth.
Attachments:letter from Cornerstone Engineering dated August 4th,2005.
ISSUED BY:
8.O’t.2o4’S
Matthew Heiser Date
Basis Architecture P.C.
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CORNEsTONE EsUi COO.56i4S
FnrV70.586.2459
-
Name;Matthew Heiser
Organlzationr Basis Architecture
Fax:970.586-9140
Phoac 970-586-9149
From:Michael Todd
August 47 2005
Subject:Esics Park Visitors Center
Pages I
Matthew.
CES made a site visit to the Estes Park Visitors Ccntcr,Thursday,August 4,2005.The site visit
was made at the request of Mounta Concrete Construr.tion.Inc.The puzpose of the site visit
was to bolt at twa corarete bearing pads that were not centered below their respective log
columns.(Des recommends that the 2 concrete pads be removed and re-poured in the correct
location.CES also recommcnds that thc concte pads not be poured concurrently with the floor
slab,
Also obsarved during the site visfl was:
1.)The underground utilities below the wet wall thickened slab were not flow filled.
2)The wet wall thickened slab was not aligned under thc beiring walls.
3)The wet wall thickened slab tended to very in depth front 8”to 4”.
Plcasc let me know if you have any questions.
Thanks
Michael Todd.PE.
cesmst@chartcr.net