eng20140225_Davenport Driveway.pdf
City of EdmondsENG20140225
TH
121 5AVENUE NORTHEDMONDS, WA 98020 • (425) 771-0220 FAX(425) 771-0221
Website: www.edmondswa.gov/
PUBLIC WORK DEPARTMENT
Planning • Building • Engineering
Plan Review Comments
PermitApplication:Date:
#ENG20140225June4,2014
nd
Davenport-DrivewaySnohomish County File# 14 105775RK / 22425 92Ave W.
Project Name/Address:
G. Scott Davenport scott.davenport1964@gmail.com
Contact Person/Address, Fax or E-mail:
Reviewer: Chris RiveraDivision:
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.gov/under City Government / Development Services Department /
Engineering Division then scroll down to Handouts:
1)Please add a note:Straw wattles to beinstalled as needed toprotect ditch from runoff.
2)Please add a note: Street is to be maintained free of sediment during excavation.
3)Please show driveway wing and dimensions at edge of street on site plan.
a)Combined width of existing and proposed drivewayexpansion shall not exceed 24’for a two car garage.
See Standard DetailE2.26.
4)
Due to the proposed driveway expansionthe driveway is required to be brought up to current standards,
Gravel driveways shall not extend to the right of
standards are per City Development Code, 18.80.060.
way edge of pavement. The e
xiting gravel area adjacent to the right of way north of existing asphalt
driveway will need to be landscaped to provide a buffer from the edge of pavement to the gravel parking
area, as to prevent gravel from enteringtheright of wayand to meet maximum driveway width of 24’(as
mentioned above).
a)Please show on the site plan existing gravel drivewayto the north ofexisting asphalt drivewayand
proposed required landscape area.
Note: It is permitted to leave a parking stall running parallel with the right of way, accessed by the
existing driveway similar to Standard Detail E 2.6.
5)Driveway joint at city edge of pavement shall be a neat straight line and all exposed edges shall be
tacked neatly with WSDOT standard specifications 5-04.3(5)A approved tack or approved equal.
6)Attached is a MUTCD traffic control plan best suited for your project. Please modify the control plan
making it site specific to your site.
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 1339or by e-mail at
chris.rivera@edmondswa.govif you have specific questions regarding these plan corrections.
DATE E-MAILED6/4/2014PAGE(1)