bld201301404_McGinness_ENG3.pdf
City of EdmondsBLD20131404
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Engineering Plan Review Comments
PermitApplication:Date:
#BLD201301404 6/2/14
Project Name/Address:
McGinness –726 Sprague St
Contact Person/Address, Fax or E-mail:
Chris McGinness –cmcginness@frontier.com
Reviewer: JENNIFERLAMBERTDivision:
ENGINEERING
During review of the subject submittal, it was found that the following information, corrections, or
clarifications would need to be addressed. All Handouts referred to in these comments can be accessed at
our website: www.edmondswa.govunder City Government / Development Services Department /
Engineering Division then scroll down to Handouts:
st
1Review –2/12/14
nd
2Review –3/25/14
rd
3Review –6/2/14
ROAD & DRAINAGE PLAN
GENERAL
1)6/2/14 –Comment was not addressed.
3/25/14–Comment was addressed; however, the sidewalk should be placed at the back of the existing
curb/gutter. Please revise the plans to show the existing curb/gutterand the new sidewalk.
2/12/14 Comment: Consistentwith EdmondsCommunity DevelopmentCode(ECDC)18.90, a sidewalk
is requiredon Sprague St. Please show a 5’ sidewalk along the frontage of the subject parcelinstalled
per Edmonds Standard Detail E213.
a.
Since the sidewalk slopes towards the street, the impervious surface runoff from the sidewalk
does not have to discharge to the onsite stormwater management system. However the area of
sidewalk needs to be calculated into the impervious surface calculations
DATE E-MAILED6/3/2014PAGE (1)
City of EdmondsBLD20131404
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Engineering Plan Review Comments
2)6/2/14 –Comment was not addressed. Per the detail (on page P4) the surface water runoff is
sloped to one side. The plan view shows a CB in the middle of the alley, which appears to be the
intended collection point for the water runoff. In either scenario, not all of the water is being
collected and discharged to the onsite stormwater management system. Installing an asphalt
raised edgeor another approved methodmay assist in directing the flows.
a.Please revise the plan view and/or the detail to be consistent.
b.Please show how all runoff will be collected (i.e. directional arrows).
c.If the CB in the alley is to be used, please provide invert elvations so that slope and
coverage over pipe can be verified.
3/25/14–Comment b. was not addressed. Please show how the runoff from the alley will be collected
to the onsite stormwater management system.
2/12/14 Comment: Please clearly distinguish between the existing improved portion of the alley
(gravel/paved area) and the proposed alley improvements.
d.
OK
e.
Please show how the surface water runoff from the new improved portions of the alley will be
directed to the onsite stormwater management system.
3)OK
4)OK
5)OK
6)OK
7)OK
8)OK
9)OK
10)OK
11)OK
12)OK
DATE E-MAILED6/3/2014PAGE (2)
City of EdmondsBLD20131404
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Engineering Plan Review Comments
New Comment –3/25/14
13)OK
DRY UTILITIES
OK
1)
SEWER
OK
1)
OK
2)
OK
3)
OK
4)
OK
5)
OK
6)
WATER
1)OK
STORM
1)OK
2)OK
3)6/2/14 –Comment was not addressed. The invert elevation for the north pipe has not been
provided. Also, there was a misprint in my previous comment (3/25/14). The comment should
have stated that the east and west pipes should be at the same elevations.
3/25/14–Comment was partially addressed. Please show all the invert elevations into the proposed
catch basin. The east and south pipes should be at the same elevations.
DATE E-MAILED6/3/2014PAGE (3)
City of EdmondsBLD20131404
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Engineering Plan Review Comments
2/12/14 Comment: The catch basin that the subject parcel’s onsite stormwater management system is
th
proposing to discharge to a private catch basin and flows towards 7Ave, not as depicted on the plans.
The City cannot permit thesubject parcel to connect to that catch basin. The outfall line (west)from the
private catch basin (PD8-19) isa City stormline.
a)Please show the installation of a catch basin at connection to the City System.
b)Please provide rim and invert elevations for all pipes connected to the new catch basin.
4)OK
5)OK
6)OK
7)6/2/14 –Comment was not addressed.
3/25/14–Unsure if the comment was addressed. Please clearly show where the footing drains outfall
to. Footing drains cannot be tied into the onsite stormwater management system unless the system is
designed for them. Please show the footing drains discharging to a separate system or the outfall line
from the detention system.
2/12/14 Comment: Please show where the footing drains will discharge to.
8)OK
TESC AND GRADING PLAN
GENERAL
1)OK
TESC
2)OK
3)OK
CONSTRUCTION SEQUENCE NOTES
1)OK
2)OK
DATE E-MAILED6/3/2014PAGE (4)
City of EdmondsBLD20131404
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX (425) 771-0221
Website: www.edmondswa.gov
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Engineering Plan Review Comments
PROFILES, NOTES, AND DETAILS
1)OK
2)OK
Please resubmit 3 copies of the revised plansand associated documents with a written response to each
item to a Permit Coordinator. Please contact me at 425-771-0220ext 1321or by e-mail at
jennifer.lambert@edmondswa.govif you have specific questions regarding these plan corrections.
DATE E-MAILED6/3/2014PAGE (5)