20051099.pdfI
DATE RECEIVED
J FPERMIT EXPIRES 49 e. 2
PERMIT
CITY OF EDMONDS NUMBER
CONSTRUCTION PERMIT APPLICATION JOB Ike SUITE/APTI$
ADDRESP
OWNER NA MEINAME OF BUSINESS
PLAT NAME/SUBDIVISION NO. LOT NO LID NO
MAILING ADDRESS LID FEE $
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PUBLIC RIGHT OF WAY PER OFFICIAL sTREET MAP I ESCP Approved [3
RN Patmit Required Cl
Street Use Permit Requited 13
CITY ZIP T-UPHONE EXISTING PROPOSED inspection Required 13
41:0�70( _�% I (:�C� S,cju*a1k Required El
REQUIRED DEDICATION FT Underground E3
_N_ /_ A--- — . Wi,,n(I ri,quited [3
NAME METER SIZE LINE'SI?E NO ZRES PRV REQUIRED
YES13 No 13
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ADDR) 6 REMARKS w
OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE
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b6X q 11 IRE REVIEWED BY DATE ul
ZIP TELEPHONE
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L) MAI& 1q;z VARIANCE . OR CU SHORELINE OR ADBN INSPECTION SEPA
STATE LICENSE NUMBER EXPIRATIO� DITE CHECKED BY REO'D COMPLETED EXEMPT
\,\j --vc c- lk* 'W 12 1 1:3 -2 Act Mi rl 113YES 0 NO I X I
CAN IW ZONE SIGN AREA HEIGH
PROPERTYTAX
ACCOUNT PARCEL NO. WAIVER C1 ALLOWED I PROPOSED ALLOWED PROPOSED
06 �/ 3
Oil) STUDY
NEW RESIDENTIAL PLUMBING MECH LOTCOVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.)
ia ALLOWED PROPOSED FRONT SIDE REAR FRONT LIRSIDE REAR
1:1 COMMERCIAL COMPLIANCE OR A-51, a 23
ADDITION -2--offitt"I -7�-i:5 lo is 51 E
MIXED USE CHANGE OF USE z
PARKING LOT AREA PLANNING REVIEYVED BY DATE
El REMODEL SIGN REQ'D 1OVIDED ' 3( -/ D
I MULTIFAMILY 1� 1 1-6,) D9
REPAIR ;!�_GW FENCE 1", AUU44#1 It 0 12,0
CYDS X —FT.) REMARKS
DEMOLISH 1:1 TANK 0 OTHER
Ir-2eGARAGE RETAINING WALL, o FIRE SPRINKLER
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(TYPE OF USE, nUS11 ESS RACTIVI )EXPLAIN:
TYPE OF CONSTRUCTION CODE OCCUPAN
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Lu NUMBER NUMBER OF
0 OF DWELLING SPECIAL INSPECTION CONSULTANT OCCUPANT
W UNITS LOAD
0 STORIES �z I REQUIRED ES
" DESCRIBE WORK TO BE DONE ky
REMARKS
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'acw:�) V�L(& 1-11-] 1P Descriptio'n FEE Description FEE
Plan Check State Surcharge
HEAT SO CE LOT[ E% VESTED DATE Building Permit City Surcharge
1�1\ I I le
PLANXCHECK NO: Plumbing Base Fee
IT COVERS WORK TO Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERM L /0
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBIC
DONMAIN (CURBS. SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading 1-230 7 ve
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SEPARATE PERMISSION. himl __/M
PERMIT APPLICATION: SEE ECDC 19.00,005(A)(5)
Engr. Review
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IL PERMIT LIMIT: SEE ECDC 19.00.005(A)(6) Engr. Inspection
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
in S Fire Review Plan Chk. Deposit
in *APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESSOR
Uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_j M ANY AND Fire Inspection Receipt #
2 EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FRO 20&�3
=I AALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY -
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
a DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due I
0 NOR LIMIT IN ANYWAY THE C ITY'S ABILITY TO ENFORCE ANY ORDIN ANC E PROVIS ION.
Me Receipt #
Recording
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION APPLICATION APPROVAL
GIVEN IS CORRECT; AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF This application is not a permit Until signed by the
THE OWNER. I AGREE TO COMPLY W17H CITY AND STATE LAWS REGULATING CONSTRUC.
IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid, and
TION; AND receipt is acknowledged in space provided.
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION
WORKMEN'S FF DATE
'jACNNSATIO*'qz1 RANCE AND RCW 18:27. moommonomm� 3
III S SIGNATUR
sl 'WN N DATE SIGNED (425
771-0220 ARE�AbN Br--_) DATEI
ATTE1111TION\ t:A L I JJJ -NA L
To
IT IS UNLAWFUL To 0� OR\0 4UPY i)IUILDING OR STRUCTURE UNTIL A'
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTI- -FILE Y'Etw - INSPECTOA
CCUPANCY HAS BEEN GRANTED. UBC109 / IBC110 / IRC110. . -ASSESSOR
FICATE OF q JNIK�)LOWNEFII G
110104 PRESS HARD - YOU ARE MAKING 4 C PIES I
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-ZDAP.O. BOX 65512.
SHORELINE, WA 98155 Q\
206-362-2992
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OCT 14 2005
0UILDING DEPARTMENT
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LOT COVERAGE P.LAN.... 3 1 -117-'3 HEIGHT CALCS.
L AREA= 13369.5 S.F. A=278.0'
OT V-P-1
HOUSEAJ)ECKS= 2405 S.F. SCALE 1 =20'-O" B=276.6'
COVERAGE 2405/13369,5=- 18% C=273.3'.
D=269.5'.-
SILVER CIl Y
-1 . AVE. GR.: 1097.3 /4=274-33'
LEGAL DESCRIPI ON CONSTR. INC.
MAX. HT.: 274.33+251 =299.33'
LOT B PO BOX 1417 ACTUAL HT,: -298.9X,
SEE ATTACHMENT
MLIKILTEO, WA 98275
(206) 501-5490 220-05
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LOT COVERAGE 20- PLAN 3117-*3
PLANNING CONDITION:
Height of rockeries shall not
AR
LOT EA= 13369.5 S.F. -A
A exceed three (3) feet in the
IIOUSE_3x.,Q.ECKS= 2405 S.F.
setback area as measured
from top of rock to
COVERAGE 2405/13369.5= 18%
original grade.
SILVER CITY
LEGAL DESCRIPTION. CONSTR. INC. AVE. R.: 10973 /4=274.33'
LOT B cc MAX. HT.,. 274,33+25, =299.331
a. PO BOX 1417 ACTUAL HT.: —298-.99'
�:^'EE ATTACHMENT
MUKILTEO,.WA 98275 2(, _z
(:��l kv W (206) 501-5490 9' -)2--5
20-05
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Geotechnical /Civil Engineer
December 9, 2005
City of Edmonds Community Services Divi sion PAY' 4 A-5" -r7vl
121 5t'Ave.
Edmonds, WA 98020
Subject: Field Reports — Geotechnical Inspections DEC 15 "Ut
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15719 72. Ave. W, Edmonds, Washington
1 N G I H ING DN'610N
'Silver City Construction New Residence
City of Edmonds Permit No. 05-1099
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This engineering report presents the results of ongoing ge otechnical inspections
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for the new residence by Silver City Const ruction at 15719 72.0 Ave. W, Edmonds,
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Washington. These inspections were required as a condition of permit by the City of
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Edmonds.
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REFERENCES:
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0 City of Edmonds approved Project Plans
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* Geotechnical Report b D. Bruce, P.E. dated June 20, 2005
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City of Edmonds Special Inspectio n Agreement
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Site photographs
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INSPECTIONS:
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This engineer provides ARgy on -site geotechnical inspections during periods of
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active geotechnical work (excavation, foundation preparation, any fill placement,
subsurface drainage, etc.). At a minimum, 21nspection visits are provided each week.
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Inspection Items:
Soil Cuts: This engineer verified excavation cuts into the dense native sub7g rade
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soils (dense sands with gravels) as anticipated by the Geotechnical Report.
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All excavation cuts are stable through this date (Dece mber 9, 2005).
TemporaDL Shoring: On -site geotechnicalinspections have verified stable soil
cuts and sufficient declination for stability. No temporary shoring is required
through this date (December 9, 2005). Ongoing inspectio ns to continue
monitoring.
Foundation Sub -Grade: This engineer verified the presence of dense, glacially
solidated sub -grade soils easily providing 2,000 p.s.f. bearing capacity.
SOILS FOOMW rIONS SITE L7EVELOPMENT , INSPE077ON - DRAINAGE , DESIGN &PERMIT , LEGAL
P.O. Box 55502 Shoreline, WA 98155 (206) 546-9217 FAX (206) 546-8442
P.O. Box 55502 Shoreline, WA 98155 (206) 546-9217 FAX (206) 546-8442
D Bruce, P. E_ eUb b'4,b tJt4e_ P.
Ma�j 05 06 oo: 3.1 a
City of Edmonds
Re*: Sliver City Construction,
April 26, 2006
Page 2
rade soils
TemporaDLShorilng: As previously discussed, the dense stable sub g
of cut. No temporary
allow for open cut excavation with appropriate slope
shoringwas required for thissouthern lot. Z
Foundation Sub -Grade: Previously verified at 2,000 p.s.f. bearing capacity.
[is in.
Contractor subsequently placed foundation footings and stem wa
monds approved Plans.
accordance with City of Ed
Additionally, this engineer vkrified dense sub -grade soils providing excellent C0
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tiered keystone block walls on the lot.
foundation support for the C
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-grade purposes. 0
Fi I Material: No fill material required for foundation sub
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ne block wall construction.
Localized gravel required in conjunction with keysto M Z
All fill material properly placed.
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per placement.of
ied pro
subsurface Drainage: This engineer inspected and verif
3:
ved Plans.
subsurface drainage in accordance with City of Edmonds appro
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e Wall P ment: Contractor has properly installed a two- Z
Rocke,ry I Keyston _lace
e blo k wall at the rear (easterly) and the north sides of the 16t (see M M
tiered keyston c
cted gravel on
photographs). All base block were properly founded in compa '0
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d drainage zone comply with 0 M
dense sub -grade material. Block linkage, batter an C 0)
the manufacturers recommendations, geotechnical inspections and good C ch:
roved as Q
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practices. All keystone block walls on the southern lot are gpRL-,
c trUcted..
ons
properly maintain
Temporary Erosion Control Measures: Contractor continues to
the rocked construction entrance and down -slope siltation fencing (see
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p hotographs),
Mid�dlle Lot (15715 72 nd Ave. SWI_
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Soil Cuts: Dense sub -grade soils were verified during the excavation phise., All
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excavation cuts remain stable (see photographs).
-grade soils and
t ense sub
Tempora[y Shoring. No required due to extremely d
benching" of the.excavation cuts by the project excavator.
r verified dense native soils easily providing
Foundation Sub -Grade: This enginee
formwork,
.2,000 p.s.f. bearing capacity. "OK" to proceed with foundation
R F_ C E I V F_ TD
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DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
nati un uta ua;-j1a t3r*uGL- r C'
City of Edmopds
Re: Silver City Construction,
Apri126,2006
Page 3
reinforcing steel and concrete placement in accordance with approved Plans..
House foundations have been subsequently placed (see photographs).
Fill Material: No fill material Was required for foundation sub -grade purposes.
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Backfill has begun adjacent the foundation stem walls. This engineer inspec led
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and verified proper placement of imported gravel as well as placement of native,
material. All fill material placement is approved through this date (April 26,
2006).
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Subsurface Drainage: Ongoing. — inspections continue to monitor.
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Rockery I Keystone Wall: Not yet. It is understood that Silver City Qonstruction
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proposes to incorporate a terraced system of keystone block walls at th e rear
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a d north portions of this middle lot (similar to the,already placed keystone Walls
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at the southern lot).
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Temporary Erosion Control Measures: Contractor continues to maintain
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appropriate temporary erosion control measures as with the south ern lot.
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Northern Lot (15711 72 Ave. SWI:
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Soil Cuts: Recent (April 20, 2006) inspections have verified extremely dense,
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glacially consolidated sub-gra de soils as anticipated by the Geotechnical- Report
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and similar to the dense sub -grade soils encountered on the southern. and middle
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lots (see photographs).
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All excavation cuts were stable through this date (A pril 26, 2006).
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This engineer recommended to Silver City Construction and project excavator to
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'lay back" the top 3 feet of excavation to minimize the potential for erosional
sloughing. Geotechnical inspections continue to monitor soil cuts.
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Temporary Shoring: Not yet required geotechnical inspections continu to
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monitor.soil cuts.
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F undation Sub -Grade: Verified dense, glacially consolidated soils easily
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providing 2,000 p.s.f. bearing capacity.
Fill Material: None yet required.
RE 44-V
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DEVELOPMENT SERVICES CTR
CITY OF EDMONDS