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Eagle Plaza - Civil Review No 1IPM.Note Eagle Plaza - Civil Review No. 1 Steve Harrington Jim Gibson Steve Harrington SMTP jim@sheacarrjewell.com Eagle Plaza - Civil Review No. 1 EX /O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=STEVEH EX /O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=STEVEH Microsoft Mail Internet Headers Version 2.0 Received: from psmtp.com ([64.18.0.43]) by server1.ci.yelm.wa.us with Microsoft SMTPSVC(6.0.3790.3959); Wed, 11 Mar 2009 14:42:48 -0700 Received: from source ([69.20.5.102]) by exprod5mx197.postini.com ([64.18.4.10]) with SMTP; Wed, 11 Mar 2009 13:43:07 PST Received: by server107.appriver.com (CommuniGate Pro PIPE 5.2.0) with PIPE id 161212470; Wed, 11 Mar 2009 17:43:08 -0400 Received: from [207.97.230.217] (HELO FE15.exg3.exghost.com) by server107.appriver.com (CommuniGate Pro SMTP 5.2.0) with ESMTP id 161212459; Wed, 11 Mar 2009 17:43:05 -0400 Received: from be44.exg3.exghost.com ([207.97.230.180]) by FE15.exg3.exghost.com with Microsoft SMTPSVC(6.0.3790.3959); Wed, 11 Mar 2009 17:40:04 -0400 X-MimeOLE: Produced By Microsoft Exchange V6.5 Content-class: urn:content-classes:message MIME-Version: 1.0 Content-Type: multipart/alternative; boundary="----_=_NextPart_001_01C9A291.F0292C78" Subject: Eagle Plaza - Civil Review No. 1 Date: Wed, 11 Mar 2009 17:40:21 -0400 Message-ID: <E172BA3D082B874B9C1956EC5880C0FB9E58DA@be44.exg3.exghost.com> X-MS-Has-Attach: X-MS-TNEF-Correlator: Thread-Topic: Eagle Plaza - Civil Review No. 1 Thread-Index: Acmikfo8g6OhjsvJTHCqqQv8ETo/QA== From: "Jim Gibson" <jim@sheacarrjewell.com> To: "Steve Harrington" <steveh@ci.yelm.wa.us>, "Karen Bennett" <KarenB@ci.yelm.wa.us> Cc: "Gina Dais" <GDais@TGBArchitects.com>, <scottlritter@comcast.net>, "Amy Head" <amy@sheacarrjewell.com> Return-Path: jim@sheacarrjewell.com X-OriginalArrivalTime: 11 Mar 2009 21:40:04.0523 (UTC) FILETIME=[F0799FB0:01C9A291] X-Policy: GLOBAL - sheacarr.com X-Policy: GLOBAL - sheacarr.com X-Policy: GLOBAL - sheacarr.com X-Policy: GLOBAL - sheacarr.com X-Primary: jim@sheacarrjewell.com X-Note: This Email was scanned by AppRiver SecureTide X-Virus-Scan: V- X-Note: FCH-SI:0/SG:0 X-GBUdb-Analysis: 0, 207.97.230.217, Ugly c=0.693633 p=-0.980907 Source White X-Signature-Violations: 0-0-0-30068-c X-Note: Spam Tests Failed: X-Country-Path: UNITED STATES->UNITED STATES->UNITED STATES X-Note-Sending-IP: 207.97.230.217 X-Note-Reverse-DNS: fe15.exg3.exghost.com X-Note-WHTLIST: jim@sheacarrjewell.com X-Note: User Rule Hits: X-Note: Global Rule Hits: 94 95 96 97 101 102 170 X-Note: Mail Class: VALID X-pstn-neptune: 0/0/0.00/0 X-pstn-levels: (S:80.77485/99.90000 CV: 7.5114 FC:95.5390 LC:95.5390 R:95.9108 P:95.9108 M:97.0282 C:98.6951 ) ------_=_NextPart_001_01C9A291.F0292C78 Content-Type: text/plain; charset="us-ascii" Content-Transfer-Encoding: quoted-printable ------_=_NextPart_001_01C9A291.F0292C78 Content-Type: text/html; charset="us-ascii" Content-Transfer-Encoding: quoted-printable ------_=_NextPart_001_01C9A291.F0292C78-- Jim Gibson SMTP jim@sheacarrjewell.com Gina Dais; scottlritter@comcast.net; Amy Head Steve Harrington; Karen Bennett Eagle Plaza - Civil Review No. 1 Steve – After discussing the Review No. 1 civil comments with Gina Dais of TGBA (Project Lead) she has asked me to follow up with you on a few of the review comments. I have listed them by Comment Letter and subsequent comment number. So here goes. Letter from Steve Harrington: Comment No 6 – A fire lane must be provided through the development with adequate turning movement (25’ Radius) and turn around to each required fire hydrant. The lane should be clearly marked on the plans and after construction. We are proposing to relocate the fire hydrant located in front of Building B 100 feet south west to the planter island located along side the mid block access from Tahoma Blvd. This will allow a direct travel way up to the FH from the mid block Tahoma Blvd entrance. All the drive aisles are at least 23’ feet wide and should serve adequately as fire lanes. (Assumes that min fire lanes are 20’ wide) This should eliminate the need to have 25’ radius to this fire hydrant. All of the remaining FH are located on the main drive aisle thru the site. Would you concur? KPFF Consulting Engineers Peer Review Letter Comment No 14 – Please show existing survey information….50 feet beyond the site boundaries. Currently we show the full improvements on both frontages (SR 510 and Tahoma Blvd) these are the areas we are matching the driveway and access points to. The drainage that the peer reviewer refers to is already be conveyed and disposed of by the LID. We will not have any offsite drainage from the roadway or surrounding areas. This additional survey seems to be unnecessary given the limited project benefit and cost of doing so. Can this comment be eliminated from the review letter? Comment No 16. – Existing Transformers and pedestals ….. are in conflict with the parking areas. We are proposing to install a landscape island in the location to contain these utilities. However this island will not be able to have landscaping installed within it. Will this be acceptable to the City? Comment No 18. – Please verify that all buildings and parking lot features meet setback requirements. This comment was addressed on the architectural plans (callouts). Is there something specific that the City has observed that is not meeting setbacks? Comments No 19, 20, 21 – All address the access points and design requirements from Tahoma Blvd and SR 510. Comment No 19 states that the approved driveway locations are not in conformance with WSDOT Managed Access Guidelines and acknowledges that this is the ultimate jurisdiction of the City. The City reviewed the access points with TGBA during the SPR process and modified them during this process. Would you review this comment and verify that this is indeed a necessary comment. Comments No 20 is requesting changes to the driveway designs. It was the City wish to design the driveways with the concrete driveway cut. Without substantially modifying the access points, 20’ radii would not be possible. The sidewalk is only 10’ wide. We can make the driveway cuts wider to accommodate larger turning movements if that would address the concerns. Please forward any additional direction that would make this a little more clear for us. Comment No 21 is requesting changes to the joint access driveway on Tahoma Blvd. This SPR review committee reviewed and accepted this design during SPR. Could you review this comments and let me know how to proceed. Comment No 22 – Seems to be the same general comments as No 6 above. Comment No 31 – Please extend the proposed water maim located in the 40’ access easement to the west property line. This requirement seems redundant. The city already has a water main in this location and the water department did not note the need for this extension. Could you please confirm that we do not need to do this? Sewer Plan Review Comment No. 5 – Is the irrigation going to be connected to “RW” main line? Does this project have the option of connecting to the reclaimed water system for irrigation? Steve these are the major items that we noted after reviewing the comment letters. If you could review these and get back to us as soon as you are able to that you be much appreciated. Jim Gibson, PE Shea, Carr and Jewell Inc. 2102 Carriage Drive SW Bldg. H Olympia, Washington 98502 Ph: 360-352-1465 Fax: 360-352-1509 Cell: 360-628-4766 jim@sheacarrjewell.com <mailto:jim@sheacarrjewell.com> <E172BA3D082B874B9C1956EC5880C0FB9E58DA@be44.exg3.exghost.com> Eagle Plaza - Civil Review No. 1.EML Steve Harrington urn:content-classes:message <jim@sheacarrjewell.com> 11 Mar 2009 21:40:04.0523 (UTC) FILETIME=[F0799FB0:01C9A291] Produced By Microsoft Exchange V6.5 (S:80.77485/99.90000 CV: 7.5114 FC:95.5390 LC:95.5390 R:95.9108 P:95.9108 M:97.0282 C:98.6951 ) 0/0/0.00/0 207.97.230.217 UNITED STATES->UNITED STATES->UNITED STATES GLOBAL - sheacarr.com Mail Class: VALID fe15.exg3.exghost.com 0-0-0-30068-c jim@sheacarrjewell.com V- jim@sheacarrjewell.com 0, 207.97.230.217, Ugly c=0.693633 p=-0.980907 Source White Steve Harrington EX /O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=STEVEH steveh Steve Harrington SMTP steveh@ci.yelm.wa.us Karen Bennett EX /O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=KARENB KarenB Karen Bennett SMTP KarenB@ci.yelm.wa.us Gina Dais SMTP GDais@TGBArchitects.com Gina Dais Gina Dais scottlritter@comcast.net SMTP scottlritter@comcast.net scottlritter@comcast.net scottlritter@comcast.net Amy Head SMTP amy@sheacarrjewell.com Amy Head Amy Head