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CITY OF EDMONDS ZONE NUMBER
CONSTRUCTION PERMIT APPLICATION JOB V5_S
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-EGAL DESCRIPTIO ECK SUBDIVISION NO. LID NO.
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PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING DA&&�2�QUIRED DEDICATION
PROPOSE
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0
STREET USE PERMIT REQUIRED 0
SEE ENGINEERING MEMO DATED
UNITS
SIGN AREA ENV. REVIEW
ption of Property - Include all easements ALLOWED I PROPOSED COMPLETE i EXEMPT
or attach four copies)
VARIANCE OR CU PLANNING REVIEW By
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BUILDING
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This Permit -covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
GRADING/FILL
STATE SURCHARGE
Permli Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
ENERGY CODE
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to Indemnify, defend and hold
harmless the City of Edmonds, Washington, Its officials,
employees, and agents from any and all claims for damages of
ADS NO.
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Reid, Middleton & Associates, Inc.
File No. 02-86-027-000 Engineers* Surveyors* Planners
March 26, 1986
STOP14f= RETENTION SYSTEM CALCULATIONS FOR
TBE DON HOWE RESIDENCE
PrN. LOT 6, BLK. 5, ALDERWOOD MANOR NO. 9
EDMONDS, WASHINGTON
EXISTING SITE CONDITION
The existing property is undeveloped single family residential lot with
gravel drive, lawns and natural wooded areas.
The topography of the parcel is near flat.
FUT0E SITE CONDITION
This project is to develope a single family residences on this property.
Due the lack of an established stornmater collection system adjoining this
project on -site retention will be utilized.
The following calculations and data are to determine the required size of
the on -site retention system for this project:
Soils Log Data: Taken March 25t 1986
P-1 0'- 8- Topsoil
8"-20" Silty Sandy Gravelly Loam
20"-30" Very Sandy Silty Gravelly Loam
30"+ Same soil No water table present
P-2 0"- 4" Topsoil (Forest Litter)
V-30" Silty Sandy Gravelly Loam
30"+ Same soil No water table present
Percolation Data: Taken March 25: 1986
P-1 10.0 Min/in ; P-2 6.0 Min/in. Average Precolation Rate 8 min/in
Utilizing the City of Edmonds Drainage System Standard Plans and
Guidelines the following calculations are to determine the size of the
sump for this parcel and new drwy:
Proposed Residence,, Garage/Shop and Carport = 4182 sq.ft.
Driveways and Gravel Parking Area = 5227 sq.ft.
Total Impervious Surfaces = 9409 sq.ft.
Based on Table I of the Guidelines 30 lineal feet of infiltration
system is required/1000 sq.ft. of impervious surface. Required Sump Length
= 30 ( 9.41 ) = 282.3 l.f. or 5 lines of 56.5 l.f.ea.. Install 5 lines at
57 l.f. = 285 l.f. (See attached design plan and details for installation
location and requirements)
121 5th Avenue North, Suite 200, Edmonds, Woshington 98020 (206) 775-3434
CITY OF EUMbNDS
BLDG. PEPT.
CONDITIONAL PERMIT
WORK-
ADDRESS- 201V /A//UU0?!/,j 4e
OWNER -
APPROVED DATE.
BY
BLDG. OFFICI
KEEP THESE STAMPED
PLANS ON JOBSITE FOR
. ALL INSPECTIONS
PERMIT NO.
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IN PLACE.
YARD DRAIN DETAIL
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TYPICAL INFILTRATION TRENCH SECTION
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SUMP & INFILTRATION TRENCH
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STORMWATER RETENTION PLAN
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION" AND STANDARD PLANS AS ADOPTED
BY THE CITY OF EDMONDS, AND ANY REQUIREMENTS ESTABLISHED AT CITY
HEARINGS ON THIS PROJECT.
2. THE CONTRACTOR SHALL —NOTIFY THE,CITY, OF,EDMONDS DEPARTMENT OF PUBLIC
WORKS '24 "HOURS''PRIOR TO AND DURING WORK AND OBTAIN ALL REQUIRED PERMITS
PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS DEPARTMENT OF PUBLIC
WORKS PRIOR TO BACKFILLING UTILITIES.
4. EXISTING UNDERGROUND FACILITES HAVE BEEN SHOWN ON -THESE DRAWINGS FOR THE
PURPOSE OF ASSISTING THE CONTRACTOR IN LOCATING SAID FACILITES IN THE FIELD
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ACTUAL LOCATIONS IN THE
FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT 11AY HAVE UNDERGROUND_'
FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND FACILITIES RESULTING FROM HIS
OPERATIONS.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION,
IS IN PROGRESS.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEAN, FLUSH, DISINFECT
WHERE APPLICABLE AND OBTAIN SATISFACTORY APPROVAL FROM THE CITY OF EDMONDS
REGARDING THE QUALITY AND INTEGRITY OF EXISTING WATER LINES, SANITARY SEWER
LINE, STORM SEWER LINE, RETENTION SYSTEM ETC. WRITTEN ACCEPTANCE BY THE
CITY OF THESE PROCEDURES MUST BE TRANSMITTED TO THE DESIGN ENGINEER.
STORMWATER RETENTION SYSTEM
PLAN AND DETAILS FOR
DON, HOWE RESIDENCE
0 Ot Ptn. Lot 6, 131k. 5,.Alderwood Manor No. 9
0
Edmonds, Washin ton
Reid, Middleton & Assodates, Inc.
0
Engineers* Surveyors* Planners
121 5th Ave. N., Suite 200, Edmonds, WA 98020
e5p
44.t cffiv FILE NO.
DRAWN CHECKED DATE FIELD 8K. SCALE
A. R. M. J.0. MARCH L.L. is 30 8 02-86-027
86 SHEET OF