From: Jennifer Cline
Sent: Tue Apr 26 09:10:58 2016
To: Chris Link
Subject: RE: Molalla Ave - weekly progress meeting
Importance: Normal
Thank you for the updates.
Jennifer Cline, P.E. | Public Works Director
Licensed in OR, WA
117 N Molalla Ave. | PO Box 248 * |Molalla, OR 97038
O: 503.759.0218 | F: 503.829.3676
From: Chris Link [mailto:Chris.Link@msa-ep.com]
Sent: Tuesday, April 26, 2016 8:46 AM
To: Sarah Kennedy <sarah@houckco.com>; Greg Spence (greg@houckco.com) <greg@houckco.com>; jcline@cityofmolalla.com
Cc: Randall Stark <Randall.Stark@msa-ep.com>
Subject: Molalla Ave - weekly progress meeting
Greg,
Just a reminder that we will be having our first progress meeting this Thursday. Randy will be representing MSA, as I will be out.
In the meantime, here is a list of outstanding items that we are tracking.
A. Submittals Pending Responses –
a. Submittal 4 – Schedule
i. Revise & Resubmit per MSA comments
ii. Update per modification parking lane section.
b. Submittal 5 – Commercial Grade Concrete
i. Submit specified items per MSA response.
ii. Revise & Resubmit per MSA response.
c. Submittal 6.1 – Revised Traffic Control Plan per CPR 3
i. MSA to review revised TCP once updated schedule is available.
d. Submittal 7 – Erosion Control Plan
i. Provide evidence of transfer of 1200-C permit.
e. Submittal 10 – Electrical and Lighting –
i. Revise & Resubmit per MSA response.
B. Change Proposal Requests Pending Responses –
a. CPR No. 1 – Illumination System
i. Waiting for response from ML Houck. Submit credit.
b. CPR No. 2 – Traffic Control Signing
i. Waiting for response from ML Houck. Any change in price?
c. CPR No. 3 – 10 Inch Cement Treated Subgrade
i. Waiting for updated schedule from ML Houck.
C. Anticipated Future Submittals –
a. Erosion Control Materials
b. Quality Control Plan – per MSA email on 4/4/16, submit QC plan to MSA, as required by the ODOT MFTP.
c. Aggregate Base, including trench backfill – it appears that trench backfill is already being installed for the storm line. Submit materials ASAP.
d. Cement for treated subgrade
e. Subgrade geotextile
f. Level 3, ½ Inch Dense MHMAC Mixture
g. Reinforcing steel (for driveways)
h. Signs and supports
i. Mailbox supports
j. Truncated Domes Detectable Warnings
Chris Link, P.E. | Civil Engineer, Associate
Licensed in OR, WA
T: 541.741.2975 | Cell: 503.869.4885 | Chris.Link@msa-ep.com
777 High Street, Suite 200 | Eugene, Oregon 97401 | www.msa-ep.com
Murray, Smith & Associates, Inc. | Your Public Works Partner
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