20061189 PMA SFR(2).doc
City of Edmonds
TH
121 5 AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.ci.edmonds.wa.us
DEVELOPMENT SERVICES DEPARTMENT
Planning • Building • Engineering
Plan Review Corrections
Application : Date:
# Bld20061189 January 31, 2007
Project Name/Address:
PMA / 1128 Viewland Way
Contact Person/Address/Fax:
Mike Arnim / fax 425-672-7998
Reviewer: Jeanie McConnellDivision:Engineering
During review of the subject submittal it was found that the following information, corrections, or
clarifications will need to be addressed. Please submit 3 copies of the revise site/grading plans to JoAnne
Zulauf.
1.12/6/06 - Two different site plans have been submitted. One is a reduced copy on 8 ½ x 14 and the other is a
1/31/07 – Okay, now only one site plan.
full size plan sheet.
ok
Some of the items shown are of improvements being constructed with the short plat. The site plan
submitted with this application needs to clearly reflect all improvements. Post short plat development
should be shown as existing and all improvements that will be constructed with the single family residence
are to be shown as proposed.
1/31/07 – Short plat improvements still called out as NEW (hydrant, mailbox, sidewalk, etc)
o
ok
The water meter needs to be shown in it’s post short plat development location.
1/31/07 – Two water meters shown. Please correct so only one is shown at the property
o
line.
The rockery near the driveway can remain as shown with note that it was constructed with the short plat.
This will just provide clarity that it is not an item to be permitted with this building permit.
1/31/07 – A note has not been added.
o
ok
-
2.12/6/06 - The storm detention system is to be installed with the short plat, but the storm stub provided to this
lot needs to be shown on the plans. Also, please add a note that indicates connection of the storm stub to the
detention system installed with the plat or provide a complete copy of the drainage plan.
1/31/07 – A note has not been added. Where will house TL connect to storm system?
o
3.12/6/06 - It appears as though there is extensive drainage for this single family being installed with the short
plat. Where the storm system for the single family connects to or relates to the storm system for the short
DATE FAXED 1/31/07 PAGE(s) 2
plat, the drainage system shall be shown. For example, the CB in the driveway (with elevations) shall be
shown on the SFR plans. Yard drains in the rear patios (with elevations) shall be shown on the plans.
1/31/07 – Catch basin in driveway has been written over and elevations have not been
o
provided.
4.12/6/06 - If footing drains are installed with this project they will not be allowed to connect to the storm
detention system. Show where the footing drains will outfall to.
1/31/07 – Footing drain outfall/connect to storm system has not been shown or is not
o
clearly represented.
5.12/6/06 - Indicate how the drain pipes for the rockeries and retaining walls will connect to the storm system,
bypassing the detention system.
1/31/07 – Clearly label rockery drains.
o
6.12/6/06 - The cast in place modular block wall needs to be clearly identified.
1/31/07 – Okay, block wall has been eliminated.
o
7.12/6/06 - Provide a separate grading plan.
ok
The original grade contours shall be shown on the site plan for height calc purposes. The grading plan
shall show existing countours as post short plat development contours and proposed contours as that
grading to be done with the single family residence.
1/31/07 – Okay as shown if proposed contours and post short plat contours are the same.
o
However, contours have not been labeled. Please label each line type.
Indicate all erosion control measures including location of silt fence, catch basin protection and rock
entrance.
1/31/07 – Rock entrance shall extend a minimum of 50’ into the site. Filter socks have not
o
been called out for catch basin protection. Silt fence has not been shown to extend along
the downhill slopes of the property. Please revise.
8.12/6/06 - Show the location of the sanitary side sewer from the stub to the house. Provide invert elevations
at the stub and at the house. A 4” cleanout shall be provided at the house.
1/31/07 – 4” cleanout has not been shown.
o
9.ok
10.12/6/06 - Architectural plan sheet A7 calls out for a covered deck at the rear of the house. The roof framing
plan and elevation plans do not show this deck as covered. Please clarify.
1/31/07 – Response received states deck is not covered, but sheet A7 still calls out as
o
covered. Please redline/revise sheet A7.
11.ok
1/31/07 – Per the geotech report dated 12/14/06, interceptor drains or ditches are required along the
12.
uphill boundaries to intercept and drain surface runoff during construction. Please show the location
of interceptor drains or ditches on the grading plan.
1/31/07 – In an effort to verify grading quantities for the project I discovered the footprint of the
13.
house as shown on the site plan is not consistent with the foundation plan. Please revise accordingly.
Please contact me at 425-771-0220 or by e-mail at mcconnell@ci.edmonds.wa.us if you have specific
questions regarding these plan corrections.
DATE FAXED 1/31/07 PAGE(s) 2