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CITY OF EDMOND
CONSTRUCTION PERMIT APPLICATION
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REMARKS
PROGRESS INSPECTIONS PER UBC 1013/FINAL INSPECTION REaD
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Description
FEE
Description
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Plan Check
State Surcharge
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uilding Permit
City.Surcharge
PLAN CHECK NO: VESTED DATE
Plumbing
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Mechanical
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THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
I- BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PU UC
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Grading
a O1IIUUN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC�) WILL REQUIRE
t: SEPARATE PERMISSION.
Engr. ReView
PER IVAPPUCA71ON: INDAYS
PERMIT LIMIT I YEAR-PROVI ED WORK IS STARTED WITHIN 180DAYS
Engr. Inspection
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SEE 13ACK OF PINK PERMIT FOR NORE.INFORMATION
-A PLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire ReVle.
Plan Chk. D.p.s7ft
IN INTEREST, AGREES TO INDEM IFY. DEFEND AND HOLD HARMLE S THE CITY OF
IIIIJONDI WASHINGTON ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AN.
Fire Inspection
Receipt #
ALL CI-AlMiI FOR DAMAG�S OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANC OF THIS PERMIT 18SUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINAN E
Landscapeinsp.
Total Amt. Due JSDS�
C, NOR LIMIT IN ANY WAY THE CF1YS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
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Recording Fee
Receipt #
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I HERESY ACKNOWLEDGE THAT � HAV READ THIS APPLICATION; THAT THE INFORMATION
CORRECT.
APPLICATION APPROVAL
IVEN IS AND
G THAT AM THE OWNIDL OR THE DULY AUTHORIZED AGENT OF
T E OWNER. I AGREE To COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC.
CALL
Thl—ppli.U.,, m... piI1.1grd byft
TION; AND,IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLAT ON OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
COMPENSAT UUNCE AND RCW 18.27.
BI,Ildl�g Offid�l . hi�/h., D.p.1y: ..d F pAd
FOR INSPECTION .c.ipti�..kn.wi.dg�di..p..�p,.�ido.
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a DATE SIG
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TAL1_1IGNATU1E
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1 771-0220
RELEASED BY DATE
ATTENTION P1Qe44frt--'T"5
Off 1333 I -A
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
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A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
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CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
INUL�
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PINK ' ER GOLD -ASSESSOR
04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN - ACCOUNTING
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!�N'T�RY SEWER OWNER/Cojyjj�,--rorj 1,q rjESpCJNSM, FOR
EROSION
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COWAOL AND DRAINAGE
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W-YARD DO HO.
DRAIN INSPECTIONS REaD
SE ACK CALL 425-771-0220 EXT. 1326
PORCH
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EXISTINS WA CONC, DRIVE
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EXPOSE 4— PLANTE OETENTION SYSTEM
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OVERED A
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FENCE tO.S &
ACCEPTABLE TIGHTLINE I MAXIMUM DRIVEWAY SLOPE
MATERIAL I ALLOWED 14%
SITE PLAN 13ASW OFF OF SURVEY SDR 35
NOTE, DATUM FT. �13.41
PROVIDED BY THE DINNER PERFORMED BY
'LOVELL-SAIEPA-AND d ASSOCIATES INC.' TEMPORARY CONSTRUCTION
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EEC Of FOR ORAINASE NFORMATION
N-12 ENTRANCE REQUIRED
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IMPE]WRXIS AREA MLOINS HEISHT CALCULATION
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EXISTIN& IMPERVIOU5, 6=2 SF EXIST HIS IMPERVIOUS TO REMAIN 615' . 61.25', 6125'. 7050 - 20.5. AV&. 6RADE 66.6$'+ 25.0'. 2!L
(STUDIO, 6ARME, ACOE55 ORIVEh 1,141.1 SP 2665'/ 4 - 66.63'
WA IMPERVIOUS
(HOUSE. DECr PORCH, DRIVEf, 4.620.1 SF
TOTAL IMPERVIOLS� 6,561h SF
TOTAL IMPERVIOUS, 6,1555�2 W
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15 50 60 120 APPROVEDY PLAN INC-
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51TE FLAN 11 5010,
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INFILTRATION TRENCH DESIGN and REPORT
FOR
Starkovich Residence
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1611 9th Avenue North
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Edmonds, Washington
August 2002
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Prepared by:
Robert L. Long
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Lovell-SaUerland & Associates
9400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA No. 4336
.................. ................................... .................. ......................
PAILY FIEL6 REPORT
LIU & ASSOCIATES, INC.
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19213 Kenlake Place NE
Kcnmom, W"Wagiou 98023
phone: (42!5) 483-9134 Faic 14") 496-2746
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Dave Hanson Custom Hom"
Dave Hanson CM0—m Homes
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RwAtmi Ch6*6d BY
At the reguest of Dave Hanson. I Come an she to verify the footing bearing.50115 (0008 SIngL6�14MAA41MOS to be
constructed at the above address. At thb time of my Alto visit, the excavation of building 100"nt are nearly,
completed.
The footprint IS eXCaVated in multiple beaches from the east!Lown to the west down to the footing levels. The
upper benches are excavated into a brown, fine to medium sand, while the lower benches are excavated into A .....
light -brown to (an, fine to medium sand with a trace of gravel, I manually push a steel T�bar Into the foollnL--
The probe bar can penetrate to about 10 to i? lncheLkr�io_
the brown sand dep2sit on the u pp!r benches, except over the 15-fodt or so stretch at the east and alon the
south side of the bultding footprint where the probe bar can P
6 inches into the fight -brown to ton sand over the lower benches.
- I Inform Dave Hanson that the 15-foot at so stretch of footing trench with weaker soils as described a IVOSLI�t!K--
over-exoavated at least U Inches, After that, the soils 14.1he footing trenches should be comeacted with a vib
mechRanqfLcal �comacted gwlthsuMclas until the compactor can, no longer.make Indentation In the$
- Soraying some water over the footing beating soils me- facilitate compaction of the soils.
If the above recommendations are Im lamented, it Is my opinion that the footing bearing soils will ble W--
tender an allowable bearing pmssure of at least 2,500 psf.
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copy to:
1) Dave "ansonXi . eve Haq��A q4stom HomW: 2) PEIVED
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Starkovich Residence
Introduction
This summary report provides site design information for the proposed lot development for
Anthony and Beverly Starkovich. It includes storm drainage(infiltration) and grading
analysis to support to the construction of a single family residence. The property is located
at 1611 9' Avenue North in Section 13, T 27 N, R 3 E, W.M.
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ApplicantlOwner Project Contact.
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Anthony and Beverly Starkovich Baylis Architects
38316 Champion Lane NE Ed Sozinho
Hansville, WA 98340 10801 Main Street
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(360) 638-1408 Bellevue, WA 98004
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(425) 454-0566
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Site Address:
1611 91h Avenue North Tax Parcel Number 270313-004-113-00
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Edmonds, INA 98020
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TABLE OF CONTENTS
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SECTION CONTENTS PAGES
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A. Project Summary ....................................... 2
B. Site Plan ......................... I ....................... 1
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C. Parcel (Vicinity) Map ................. ...................... 1
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D. Site Photos ... ................................. I
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E. Infiltration Sizing Calculations ........ ...........
F. Percolation Rate Calculations ................ ................ I
G. Soils Map .............. ............................... I
Lovell-Sauerland and Associates Starkovich Residence
August 2002 E LSA No. 4336
Site Development Summary
Drainage Improvement Design:
The proposed Starkovich residence will replace an existing residence on an approximately 22,117
sf lot. The existing house and carport are proposed to be razed and replaced with a single family
residence with an attached garage (in same location as existing house and carport). The existing
mother-in-law residence will remain. To mitigate the redevelopment of the site, an infiltration
system will be installed to control the drainage runoff from the impervious surfaces. All on -site
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impervious surfaces are proposed to be collected and routed to the on -site infiltration system
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Listed below is a summary of the infiltration trench design.
Infiltration Trench Design:
The on -site infiltration trench is to be constructed per the City of Edmonds' standards (currently
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the 1990 King County manual, section 4.5). The length of the trench is dependent upon the
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measured infiltration rate of the native soils and the collection area conveyed to the individual
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trench.
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SCS soil survey designates the area soils as an Everett (#18- type A) soil. SCS defines the
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Everett as a very deep, somewhat excgssiVely drained soils located on terraces and outwash
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plains. Permeability of this-Evengit soilis rapid, available water capacity is low, effective rooting
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depth is 60 inches or more, runoff is slow, and the hazard of water erosion is slight.
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A test pits, in the area of the proposed infiltration trench was explored on -site. The soils found in
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the pit, and surround exposed 5eas was medium sand. Thus, confirming the SCS description
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of an Everett (#18- type A) t6ll. Two test pit percolation trials were completed on the soil to
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determine the on -site percolation rate (see attached calculations).
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Using the City's design criteria (currently the 1990 King County manual, section 4.5), a required
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trench length was computed. A length of 64 feet of 4 feet deep, 6 feet wide trench was
determined to fully infiltrate the I 00-year design storm (P,,,). See attached calculations.
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Site Area Summierv.,
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Total Site Area = 22,117 sf
Existing Impervious = 6450 sf
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Existing Impervious to remain (mother-in-law) 620 sf
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Proposed Impervious = 5,930 sf
House+garage = 2,830 sf
Driveway = 2,000 sf
Deck, Patio, & Walkway 1, 100
Lovell-Sauerland and Associates Starkovich Residence
August 2002 LSA NO.4336
A-1
Grading and Erosion Control:
This project will require grading to raze the existing house and construct the proposed
single family resident development. Standard erosion control measures are proposed to
be used during construction. The primary erosion and sediment control BMP during
construction will be proper soil stabilization methods. Exposed soils shall be stabilized by
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application of effective bmp's that protect the soil from the erosive forces of raindrops,
flowing water, and wind. Applicable practices include, but not limited to, temporary and
permanent seeding, sodding, mulching, plastic covering, erosion control fabrics, matting,
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soil application of polyacrylamide (pam) , the early application of gravel base on areas to
be paved, and dust control. The contractor shall select a soil stabilization method best
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suited for the particular situation. Stock piles must be stabilized and protected with
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sediment trapping measures. In addition, site containment of exposed soils shall be
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sustained by using silt fence barriers along the down -slope boundaries of the site's
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disturbance areas. See the site development plan for details.
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Estimated grading calculations The following grading quantity estimations were
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calculated using a computer modeling program within the AutoCAD computer drawing. The
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calculations are approximate. The quantities listed are for the permitting process only and
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should not be considered precise amounts for bidding purposes. The estimated grading
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quantities are:
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Approximate Fill: 60 CY
Approximate Cut: so CY
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Conclusion: Included in the site development construction plans are specific grading and
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drainage improvement notes and details. With proper installation, maintenance and
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inspections of the proposed construction the project should have minimal impact to the
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surrounding environment.
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Lovell-Sauerland and Associates Starkovich Residence
August 2002 R ..PIMMU LSA No. 4336