pln20120021-Ritter-Civil-E1.pdf
CITY OF EDMONDS
CIVIL PLAN REVIEW COMMENTS
ENGINEERING DIVISION
(425) 771-0220
City Website: www.edmondswa.gov
DATE:May 15, 2013
TO:Carl Clapp, CC Construction
carclp@comcast.net
FROM:Jeanie McConnell, Engineering Program Manager
RE:Subdivision File #: pln20120021
Project: Ritter, 3-lot Short Plat
Project Address: 8364 Olympic View Drive
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please redline plans or submit three (3) sets of revised
plans/documents with a written response to each of the items below to an Engineering Technician.
City of Edmonds handouts and standard details can be referenced on the City website under Permit
Assistance.
GENERAL
1.Please provide an itemized engineers cost estimate, including units and unit prices, for both on-
site and off-site (right-of-way) improvements, including all utilities, traffic control, and
restoration/enhancement plantings. Please use the King County Site Improvement Bond
Quantity Worksheet and utilize the “write-in” sections where appropriate.
A bond is required to be placed for all erosion control measures, right-of-way and
stormwater management improvements. Posting a bond for stormwater systems applies to
subdivisions that involve 7,000 square feet or more of land disturbing activity and as well as
on projects in a critical area or buffer including ESLHA. The amount of the bond will be
based on 120% of the City approved estimate. The City will inform you of the appropriate
bond amount after review of the cost estimate. Please obtain the appropriate subdivision
improvement bond forms from the City.
If you intend to post a bond in order to record the subdivision, the bond amount will be
based on the entire scope of the project.
Inspection fees for this project will be calculated at 2.2% of the 120% City approved
estimate for all improvements.
2.Please submit a traffic control and haul route plan for review and approval.
3.Please add a general note to pertinent plan sheets that states: “Approval of these plans does not
constitute approval of the single family residences and associated setbacks. A separate building
permit is required for review and approval of the single family residences.
4.The attached ROW construction permit shall be completed, with contractor’s signature, and
provided to the City prior to civil plan issuance.
5.Add reference to City subdivision file number –PLN20120021
6.A couple of trees proposed for removal are shown to be located within the City right-of-way.
Please provide documentation showing these trees will not provide marketable timber. If the
timber is marketable, the money provided to the owner/developer for removal of the tree(s) will
need to be paid to the City.
DRAINAGE REPORT dated March 19, 2013
1.The report should include the area of land-disturbing activity and the amount of grading, filling
or excavation.These numbers are evaluated against regulatory thresholds to determine project
requirements.
2.Basedonthe information presented, the site is a Category 2 Small Site and has allowable
discharges of t 0.07 cfs/impervious acre, 0.14 cfs/impervious acre, and 0.33 cfs/impervious acre
for the 2-yr, 10-yr and 100-yr recurrence event, respectively.These allowable discharges are
only for catchment areas 5,000 square feet or greater. By using 2 catchment areas smaller than
5,000 sf (3,654 sf and 4,337 sf) it is not possible to meet the 2-yr standard without having a low
flow orifice smaller than 0.5 inches.Due to clogging concerns, the minimum orifice size is 0.5
inches (Edmonds Stormwater Code Supplement, Section 5.7.4.2). One detention system serving
both lots A & B with 7,991 sf of impervious will be able to meet all standards, including the 2-
yr without having an orifice too small.This should go in the shared driveway that serves both
lots.
3.The WWHM modeling should use the DOT precipitation set for “Puget Sound 36” instead of
the Everett gauge data (Edmonds Stormwater Code Supplement, Section 5.7.3.1)
4.All disturbed pervious areas must have compost-amended soils per the City standard
http://www.edmondswa.gov/images/COE/Services/Permits_and_Development/Forms_and_Han
douts/E72_C-Compost_Amended_Soils--06.06.11-FINAL.pdf
5.All storm drainage pipes should connect at a catch basin or yard drain, as appropriate.
PLANNING DIVISION COMMENTS WILL FOLLOW THESE PLAN REVIEW
COMMENTS
SHEET C-0–PRELIMINARY PLAT
1.Add “Approved for Construction” signature block
2.Please note easements and associated recording numbers in bold line type on this plan sheet.
3.Please note existing buildingsand other features as “to remain”or “to be removed”.
SHEET C-1–TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
1.The rock construction entrance as shown leaves good potential for quarry spall rock to be kicked
out onto Olympic View Drive during construction. Please revise to show a 5-10’ temp asphalt
apron between the rock construction entrance and the travel lane.
2.In the Utility Contacts section, please state City of Edmonds for water, sewer and storm utilities
and remove reference to Olympic View Water and Sewer District.
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3.Provide a PlanSheet Index
SHEET C-1.1–TREE RETENTION/NGPA PLAN
1.Revise hatching so driveway surface and NGPA areas are shown differently.
2.Revise approval block on this sheet to state City Planning Division instead of Engineering.
SHEET C-3–GRADING PLAN AND DRIVEWAY & FRONTAGE IMPROVEMENT
PLAN
1.A lot of information has been provided on this plan sheet and it is difficult to identify pertinent
details. Please use a darker line type for pertinent items and a lighter line type for more
informational typeitems.
2.Revise hatching so driveway surface and NGPA areas are shown differently.
3.Provide cross section that shows drivewaysurface and retaining wall. If any surcharge is placed
on the retaining wall the wall shall be designed by a licensed engineer with calculations
submitted to the City.
4.Please revise note on plans that states the fogline will be restriped as needed to also include the
centerline of OVD.
5.A 2-foot sawcut is not required along the edge of pavement with a proposed asphalt driveway
surface joining up to the existing asphalt travel lane.
6.Revise profile to be specific to driveway centerline grade and move utility system profile to
utility sheets.
7.Please show the trench patching required for the storm crossing and refer to City standard detail
E2.3 for typical HMA and Utility Patch requirements.
8.The driveway has been designed with a 19.9% slope. City code allows for a maximum14%
slope, with the potential to receive a waiver up to 20% with noticingas a Type II land use
decisionand approval by the Public Works Director. Please refer to ECDC 18.80.060.D and
revise plans or respond accordingly.If you choose to proceed with a driveway slope design of
over 14%, please reduce the slope below 20% as much as feasible. A design at almost 20%
leaves no allowance for adjustments during construction.
9.Clearly show existing asphalt drive servicing existing lot. Add anote that no changes to the
existing access are proposed.
10.With regards to the mailbox, please note that the location shall be approved by the postmaster.
The note as written could be interpreted to mean the post master is installing it.
SHEET C-4–DRAINAGE PLAN
1.Please use a darker line type for pertinent items and a lighter line type for more informational
typeitems and other utility systems.
2.All utility systems with over 20% slope shall be anchored in place. Clearly identify those
sections that need anchoring and provide appropriate details.
3.At the storm crossing on Olympic View Drive, a catch basin shall be provided at the edge of
pavement on the south side of OVD and then cross over to proposed CB#3 on the north side.
4.Storm pipe within the City right-of-way shall be 12” in diameter.If 2-feet of cover cannot be
achieved the ductile iron pipe shall be used. Please revise plans accordingly.
5.Please identify storm pipe material throughout.
6.Verify catch basins in plan view are numbered the same as the basins in profile view.
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7.For clarity, please noteimpervious surface areas for each lot (with a breakdown for driveways,
walks, etc.), as well as for the total site in a table format instead of labeling areas in plan view.
SHEET C-5–WATER AND SEWER PLAN
1.All utility systems with over 20% slope shall be anchored in place. Clearly identify those
sections that need anchoring and provide appropriate details.
2.Please confirm separation between the water service line and proposed storm system can be met
at each of the crossings.
3.Per City ordinance, homes with 3000sf or more habitable space shall be sprinkled for fire
protection. When this is required a flow through system is typically installed and the minimum
meter size will need to be 1”. Please revise plans as needed.
Please contact me at 425-771-0220 or by e-mail at jeanie.mcconnell@edmondswa.govif you have
specific questions regarding these plan corrections.
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