20121115151138544.pdfCITY OF EDMONDS
Engineering Division
121 - 5TH AVENUE NORTH, EDMONDS, WA 98020
PRE -APPLICATION MEETING for a SHORT SUBDIVISION
PROPERTY NAME: Sundquist Homes
PROJECT ADDRESS: 1020 2nd Ave S
TYPE OF CONSTRUCTION: 3 Lot Short Plat
DEVELOPER/APPLICANT: Mark Villwock
PRE-APP MEETING DATE: November 15, 2012
ENGINEERING REPRESENTATIVE:
This checklist has been prepared as a reference to assist in preparing engineering drawings for a more complete
application submittal. Additional information or review comments may be precipitated during review of the actual
application.
Required as a
Required as a
Requirement
Condition of
Condition of
Already
Subdivision
Building Permit
Satisfied
1. Right -of WaDedication for Public Streets:
a) N/A
2. Public Street Improvements & Access
(Asphalt, curb, gutter and sidewalks):
a)
Will need to contact WSDOT to determine if any work is required along
X
SR104 due to WSDOT right-of-way designation as limited access.
b) Existing driveway approach on 2nd Ave S to be removed to roadway edge
X
and be replaced with permanent landscape.
N/A
d) Construct 18" curb and gutter along property frontage - 2nd Ave S.
X
e) Cross slope of public road shall not exceed 2%
X
f)
Lots 1, 2 & 3 shall share a private access road, with access from 2nd Ave S.
X
i. Access Tract shall be constructed to meet City standards.
ii. Driveway access shall meet sight distance requirements set forth by the
American Association of State Highway and Transportation Officials
(AASHTO).
3. Private Access Requirements & Improvements:
a) Lot 1, 2 & 3 shall take access off the private access road. Access road will
be shared by all 3 lots.
X
L Private access road shall be paved 16.0' in width, plus 18" asphalt
thickened edge or 6-inch concrete extruded curb may be used to direct storm
flows.
ii. Slope of private access road and driveways shall not exceed 14% and
shall be noted as such on the civils.
iii. Cross slope of private access road shall not exceed 2%
b) Lots 1, 2 & 3 shall share a private access road, with access from 2nd Ave S.
Driveway entrance to be provided to City standards.
X
ENGR RQMNTS_Pre20120043_Sundquist 1 of 3
form revised 07.19.11 printed 11/15/2012
Required as a
Condition of
Subdivision
Required as a
Condition of
Building Permit
Requirement
Already
Satisfied
c) Slope of driveway shall not exceed 14% and shall be noted as such on the
civils.
X
X
4. Street Turnaround:
a) Provide on -site turnaround for Lots 2 & 3 to City Standards.
X
5. Easements (City
utilities, private access, other utilities):
a) Provide all easements as required - access, utility, etc.
X
b) All lots shall access off private access road.
X
X
c) Private access easement shall be 20 (twenty) feet in width
X
6. Street Lights:
a) N/A
7. Planting Strip:
a) N/A
N/A
8. Water System Improvements:
a) Public hydrant spacing shall meet requirements of ECDC 19.25.
X
b) Provide water service stub to each Lot
X
c) Connect to public water system.
X
X
d) Install storz adapter on existing fire hydrant, as required.
X
9. Sanitary Sewer System Improvements:
a) Provide new 6" lateral within access/utility easement and individual side
sewers to each lot with 6" cleanout at each property line.
X
b) Provide 4" side sewer to individual lots
X
X
c) Connect to public sewer system.
X
X
10. Stormwater System Improvements:
a) Provide a Stormwater Management Report and Site Plan that shows
compliance with ECDC 18.30, Stormwater Supplement and 2005 Department
of Ecology Stormwater Manual.
X
X
b) Construct privately owned and maintained storm drainage system sized to
provide adequate capacity for proposed future single family dwellings, and
associated impervious areas in accordance with ECDC 18.30.
L Stormwater management system to be located on private property.
H. Construction of storm facility may be deferred to coincide with construction
of a single family residence on Lot 1 if the required short plat improvements
create less than 2000sf of impervious area and the site is less than one acre
in size.
X
X
c) Connect all new impervious surfaces to storm system as required.
X
X
d) Provide storm stub to all proposed lots.
X
e) Connect to public storm system or manage stormwater on site if soils allow.
X
X
f) Storm catch basin shall be installed on west side of 2nd Ave S in gutter flow
line on downstream side of project.
X
11. Underground Wiring (per Ord.1387
ENGR RQMNTS_Pre20120043_Sundquist 2 of 3
form revised 07.19.11 printed 11/15/2012
Required as a
Condition of
Subdivision
Required as a
Condition of
Building Permit
Requirement
Already
Satisfied
a) Required for all new services.
X
X
12. Excavation and Grading (per IBC
a) Submit a grading plan as part of engineered site plan.
X
X
b) Submit grading plan for foundations with building permit.
X
13. Si na a and Striping"(per City Engineer
a) Provide fire and aid address signage.
X
14. Survey Monumentation(per Ord. Sect. 12.10.120 :
a) N/A
15. As-builtDrawings(per City Engineer):
a) Provide an as -built drawing of all street and utility improvements both in
electronic format as well as a hard copy.
X
X
16. Other Requirements:
a) Plat showing lots, easements, legals, survey information
X
X
b) Legal documents for each lot
X
c) Field stake lot corners (by professional surveyor)
X
d) Field stake utility stubs at property lines
X
e) Clustered mailbox location per Postmaster
X
f) Maintenance agreements
X
g) Traffic Impact Fee Analysis
X
17. Engineering Fees:
a) Storm system development charge (public road) N/A
b) Storm system development charge (each new lot) $613.50 *
X
c) Sewer connection fee (each new lot) $2,573.50 *
X
d) Water connection fee (each new lot) $2,979.00 *
X
e) Water meter fee $550.00 *
X
f) Traffic mitigation fee per each new SFR $1,196.33 *
X
g) Short Plat civil plan review fee $1,000.00 *
X
h) Right -of -Way Construction Permit TBD
X
i) Inspection fees (Based on Cost Estimate) TBD
X
*** Fees provided are an estimate only and reflect rates current at the time of the pre-app meeting. Actual fees to be
paid will be reflective of those in effect at time of permit issuance.
ENGR RQMNTS_Pre20120043_Sundquist 3 of 3
form revised 07.19.11 printed 11/15/2012