Email re Redlines 001Jerry Waldron
From: Jim Gibson ~img@ci.yelm.wa.us]
Sent: Wednesday, December 12, 2007 11:53 AM
To: Jerry Waldron; kfoley@baselinetacoma.com
Ca Tami Merriman
Subject: RE: Rainer View
Kevin and Jerry -
1. Please keep the water at 92" of depth and raise the sewer to 6'
of cover. You can then sleeve the sewer main with a 20' length of pipe
centered on the crossing and call out a sand cushion between the two
mains. We have had some disagreements in our offices and it showed in
the review comments. Please make the change as I have requested and I
will approve this method.
2. Ok to add the note.
3. Please just add a note for the contractor to purchase the sign
from the Public Works Department. This sign is not a standard sign and
special to the City of Yelm.
If you have any further questions please email me.
Jim Gibson P.E.
City of Ye 1m, Development Review Engineer
PO Box 979 Yelm, WA. 98597
Ph. 360.458.8938 Fx. 360.958.3194
jimg@ci.yelm.wa.us
-----Original Message-----
From: Jerry Waldron [mailto:jerryw@baselinetacoma.com]
Sent: Friday, December 07, 2007 1:99 PM
To: Tami Merriman
Cc: kfoley@baselinetacoma.com
Subject: RE: Rainer View
Thank you Tami, you have a nice weekend as well.
Jerry
-----Original Message-----
From: Tami Merriman [mailto aamim@ci. yelm.wa.us]
Sent: Friday, December 07, 2007 1:95 PM
To: Jerry Waldron
Subject: RE: Rainer View
Jerry
Received your email. Jim is out of the office this afternoon. I will
check with him on Monday about these items, and one of us will get back
to you.
I hope you have a nice weekend.
Tami Merriman
Associate Planner
City of Yelm
tamim@ci.yelm.wa.us
360.958.8996
-----Original Message-----
From: Jerry Waldron [mailto:jerryw @b aselinetacoma.com]
Sent: Friday, December 07, 2007 12:13 PM
To: Tami Merriman
Cc: kf oley@b aselinetacoma.com; hectorr@baselinetacoma.com
Subject: Rainer View
We need clarification of a few redline comments prior to resubmitting
the civil plans:
(1) In regards to Sewer Comment No. 1 & 2: Based on the on 8/8/07, it
was stated pipe deflections were recommended for the step system. The
11/9/07 review states de Elections are not allowed. The comments also
state that the step system should be at 6'. The pipe was designed at 7'
to avoid utility conflicts. If the sewer is raised 1', we will
eliminate the bends in the step system but we will need some flexibility
with the water main. What is the maximum cover requirements for the
water main if we redesign the plans (make the sewer shallower and make
the water deeper) to avoid conflicts and meeting vertical DOE clearance
standards.
(2)In regards to Water Comment No. 6, we are proposing this general
note:
Contractor shall verify that the existing gate valve meets City of Ye1m
standards prior to connection.
(3) Engineering Comment No. 3, I not able to find a MUTCD standard for
the future road connection at the end o£ the cul-de-sac. We are
proposing to place a sign on the proposed fence stating, "FUTURE ROAD
CONNECTION" with the dimensions equivalent to MUTCD R2-1 (Speed Limit
Sign).
Clarifications on these issues would expedite our the resubmittal and
approval far this project.
Jerry
Jerry Waldron, P.E.
Certified Erosion Control Lead
Baseline Engineering, Inc.
1910-64th Avenue West
Tacoma, wA 98966
Notary Public
jerryw@baselinetacoma.com
Ph. 253.565.9991 Fax 253.565.8563 Ce11 253.209.1097
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