15719 72ND AVE W.PDFIIIIIIIIIIII
5588
15719 72ND AVE W
ADDRESS: / C q�e
TAX ACCOUNT/PARCEL NUMBER: a0 5 / 33 G 000 Oa !
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS: ! DETERMINATION: ❑ Conditional Waiver Study Required ,� �?aiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED: I�6 I --D ( 16 5-
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:_ I V 11410 �:> , VZ-5
SEWER LID FEE $:
SHORT PLAT FILE: LOT:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LID #:
BLOCK:
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LOT AREA= 13369.5 S.F. Z t 'y y� .� ,�k PLANNING'CONDITION:
HOUSE Win./ 1 20� Height of rockeries shall not
�c.l?ECKS= 2405 S.F. ..:, ° '� � t�. . :_-
COVERAGE 2405/13369.5= 18 /o exceed three (3) feet in the
oR ;�` �` w setback area as measured
SILVER CITY from top of rock
to
LEGAL .DESCRIPTION o oriQinal grade, ,
pp CONSTR. INC. — - _ _
LOT B . ' MAX. HT.: 274.33+25'=299.33'
SEE ATTACHMENT P4 BOX 1417 ACTUAL HT.:-298-gg,
MUKILTEO,.WA 98275;
(206) 501-5490 ` (° 220-05 .
NAME: 5 ( I y" Gf t•Y Co vi 61YL40- Q V1 DATE: 0 31 0 i; / 2 005
SITE AODRESS:-+Zn d ACV�i W PLAN CHK#: 05 - ZID
PROJECT DESCRIPTION: Mew 5i'F-.
REDUCED SITE PLAN PROVIDED?: es No)
MAP PAGE:) 0-' CORNER LOT: (Yes No FLAG LOT: (Yes I No)
ZONING: FL5 . (Z CRITICAL AREAS DETERMINATION ll: Cl Cl �i19
® Study Required: 0 kP 12 0 I fo0 5 Delhi n 1'6 6ru cz,
❑ Waiver (JC)DtC, C31V1 1 Lq I r v Q I u cl ty Un
❑ Conditional Waiver 9; 02 / 0 3/ 0 0 A d o1 p-t-
SEPA DETERMINATION: &C'D+GC.V)
® Fee ✓ 3100 (,u1ol'e yards of graclfr)9 propD61d
Checklist ✓ -fDlr Z V1-M/ Vl 0VV1,f— S St IUD 61
® APO list wl notarized form ✓ nD rCiC'e' iv'G d
(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft- of Puget Sound or Lake Ballinger)
❑ Exempt
SETBACKS:
Re fired Setbacks: MJ 0
(/ Street: Leff -Si e: (� WgW Side: Rear: J�
Ac ual Setbacks:
Street:l- 4•Left Side: i I RrgM Side: ` Rear: 51 , "t'z
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Street map checked 'for additional setback required? (Yes ! No 1 NA)
❑ DETACHED STRUCTURES: N DV e- sVl DVVVI OYl si i-G pi an
® ROCKERIES: J6 VIU 8M ( L ?J' - fyVM 0 Y i of I V 1 a 1 9 r a C1 4-- G U r 51 o p
❑ FENCESITRELLISES: No V1, 5V10" 6Y1 51-tc, p l a n.
❑ BAY WINDOWS / PROJECTING MODULATION:
® ECK STAIRS/ S Vheci� �j-G1 v u
PARKING_ Required: .7- Actual: 2"r
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LOT AREA: i' 'r-r' r=d / _ e _ _
LOT COVERAGE:
Calculations: '� '�• 2t�•D5 36'� 0f 12l DDD = .y 200 3#
BUILDING HEIGHT: `t Pwr � 5VV %OYr1 �• A= 2}$ • /�
Datum Point:Mit L/o V `tei/� Datum Elevation: Z� ' 0d " 2�'�• W
Maximum Allowed:_ 71 J I ( Zqq• '5 E5 Actual Height: vi .q%l ( 7i1 C1. yj�j G �i� 3 •3
A_D_U_ CREATED?: No Yes --One, Y-4{TV1 <41 Gj IllOWV1 • D 2(G ' 6
SUBDIVISION:_ 5"I-4--I985 " L0.1- D" % 5-21704-131 "L +*01" Ibq�••�-}
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LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes No)
OTHER: Z}T a 5
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Plan Review By: Vic / + 21 I
2q°I.35
NewBPPlaruungDataForm _DOC
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OCT 14 2005
9UILDINQ DEPARTMENT
CITY OF EDMONDS
7 VALES DESIGN. ASSOCIWES
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D�'i SHORELINE, WA 98155
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LOT COVERAGE PLAN 3117-3 HEIGHT CALCS.
LOT AREA= 13369.5 S.F. A=278.0
HOUSEA.DECKS= 2405 S.F. SCALE 1"=20'-0B=276,6'
COVERAGE 2405/13369.5= 18% C=273.3'
SILVER CITY D-269.5.-
LEGAL DESCRIPTION CONSTR. IN.C: AVE.-GR.: 1097.3 /4=274.33'
MAX. HT.: 274.33+25 =299.33
LOT B PO BOX 1417 ACTUAL HT:--298. .,
SEE ATTACHMENT MUKILTEO,,WA 96275 p
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CITY OF EDMONDS WATERLINE AS -BUILT
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C❑NTRACT❑Ri H❑ME❑WNERi SCALE,
SILVER CITY CONST SILVER CITY CONST NTS
DATE INSPECTEDi INSPECTED BY, DATE DRAWNi DRAWN BY,
07-24-2006 1 JH 1 08-01-07 1 J.TRIEU
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15719
ARAG
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CITY OF EDMONDS SIDE SEWER AS -BUILT
ADDRESS, PERMIT
15719 72ND AVE W NO. ENG20060166
CONTRACT❑R, H❑ME❑WNERi SCALEi
SILVER CITY CONST SILVER CITY CONST NTS
DATE INSPECTED, INSPECTED BYi DATE DRAWNi DRAWN BYi
09-01-2006 JH 08-08-07 J.TRIEU
STREET FILE
Cert' ' ate ofOccupancy
DEPARTMENT OF BUILDINGS
PER INTERNATIONAL RESIDENTIAL CODE SECTION R110
AT: 15719 - 7210 Avenue W
Occupancy established by this certificate: R3
Building Permit M 2005-1099
Dwelling Units:: 1
No. Stories: 2 Basement: NIA Type of Construction: VB
Owner of building: �Siler::City Construction;4fnc
The Sinale Family Residence at 15719 - 72nd Ave ue W ' has beeR-,l acted ands '
AYxiz : Vp pproved complying with the requirements of the
2003 edition of the International Residential Code as adgpted,by the'Cityyfor theigroup and division of occupancy and the use for which
the proposed occupancy ip classified.
4F:;'>.
Issued this 7th day of May, 2007
Chief Building Official
By:
Any change of ocFupancy or use requires a building permit and a new Certificate of Occupancy issued by the City of Edmonds Building Official.
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STREET FILE
n,
Dennis' M. Bruce, P.E.
M.S.C.E., M.B.A. Geotechnical/Civil Engineer
January 14, 2007
City of Edmonds
Community Services Division .
121 51h Ave. N
Edmonds, WA 98020
RECEIVED
JAN 2 5 2007
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Subject: Reports — Geotechnical Inspections
15719, 5715, 15711 - 72"d Ave. W, Edmonds, Washington
er City Construction - 3 New Residences
City of Edmonds Permit No. 05-1099 (15719 72"d Ave. W)
This engineering report presents the results of ongoing, geotechnical inspections
for the-3 new•cdsidences by Sllvetity Construction af�_the-ab�ove'addresses. These
inspections*were'requir' as a� condition -of permit by the City'of Edmonds.
REFERENCES:
• City of Edmonds approved Project Plans
• Geotechnical and Inspection Reports by D. Bruce, P.E.
• City of Edmonds Special Inspection Agreement
• Site photographs
INSPECTIONS:
This engineer has provided and continues to provide on -site geotechnical
inspections for the 3 residences listed above. As of this report date (January 14, 2007),
all geotechnical inspection items have been completed for the 3 houses themselves.
However, additional inspections are required for the work pending regarding the
completion of the road and driveway entrances.
The following summary applies to all 3 lots.
• Soil Cuts: Previously verified and stable. No adverse'impacts had'occurred'to
any of the 3 lots due to excavation. All excavation.is stable:
NOTE: All excavation for the 3 residences has been properly backfilled and is
stable.
SOILS • FOUNDATIONS • SITE DEVELOPMENT • INSPECTION • DRAINAGE • DESIGN & PERMIT • LEGAL
P.O. Box 55502 • Shoreline, WA 98155 • (206) 546-9217 • FAX (206) 546-8442'
City of Edmonds - 0
. y
Re: Silver City Construction
January 14, 2007
' Page 2
•
• Temporary Shoring: Previously discussed — not required.
• Foundation Sub -Grade: Previously verified and approved. All foundation footings
have been properly placed in accordance with City of Edmonds approved plans
and -,inspections.
• Fill Material: None required for geotechnical foundation purposes.
Free draining gravel was used in conjunction with the terraced keystone block
walls. All imported gravel was properly placed under this engineer's inspections.
• Subsurface Drainage: Previously inspected and approved.
NOTE: Geotechnical inspections in December 2006 observed localized zones of
excessive ponded water in property yard. This engineer advised Silver City
Construction to place additional "French drains" with proper tight line connections
to the existing gutter downspout and storm water system. Follow-up inspections
verified that the additional drainage improvements eliminated the ponded water
zones.
• Keystone Block Wall: See structural detail by Wendall Reed, P.E.
This engineer performed on -site inspections to verify the following: Stable soil
cuts in dense, native, sub=grade material. Proper placement of compacted
crushed rock as a sub -base for the blocks, proper block placement in accordance
with manufacturer's guidelines, effective placement of gravel backfill and geo-grid
layers in accordance with structural design (attached).
All keystone block walls for the 3 lots have been completed and are
geotechnically approved.
NOTE: This engineer understands that additional block walls (or equivalent) will
be placed during the final grade work of the access roadway. Inspections
continue.
• Temporary Erosion Control Measures: Contractor has continued to properly
maintain the rocked construction entrances for the 3 residences, siltation fencing,
and inlet catch basin "socks".
City of Edmonds •
Re: Silver City Construction
January 14, 2007
Page 3
Landscaping for the 3 residences has been completed (see photographs). There
are no exposed earth surfaces on the resident lots themselves.
NOTE: Additional grading work and final landscaping has yet to occur for the
completion of the access roadway (72"d Ave. SW).
SUMMARY:
• All geotechnical inspection items for the 3 residences have been properly
completed.
• Geotechnical inspections continue for the completion of the access road, final
grading, slope stabilization walls (as required for the roadway), and permanent
erosion control measures.
If there are any questions, do not hesitate to call.
+ s / M
DMB:abj
cc: Silver City Construction
Dennis M. Bruce, P.E.
Geotechnical / Civil Engineer