23708 105TH PL W.PDFiiiiiiiiii.
352
23708 105TH PL W
STREET FILE
Certificate of Occupanc
Building Division
4 'OC. is C) NJ
This certificate is issued in accordance with the requirements of Section 111 of the 2012 International Building Code
certifying that at the time of issuance this single family residence wa& in compliance with the applicable provisions of
the codes and ordinances of the city regulating construction and use of buildings.
Description: 64 - Single Family Residence New
Site Address: 23708 105TH PL W, EDMONDS
Construction Type: VB
Owner BURNSTEAD CONSTRUCTION
11980 N E 24TH ST STE #200
BELLEVUE, WA 98005
4 AZ UWMd4'
P (YU-11ding Official
Permit No: BLD20140948
Parcel No: 27033600304800
Occupancy Group: R-3/U
POST IN A CONSPICUOUS PLACE
05/20/2015
Date Issued
PLANNINGDATA
SINGLE FAMILY RESIDENTIAL
ITWE FIM
Fs Y. , 11
Name:
L A- ? � .
Date: (9 -
,V, . .
Site Address: 0 \-J
Tax Parcel 3 Y
Project Description.-
e�_
Plan Check #:
C) I �01 L4
Reduced Site Plan Provided: (YES NO)
Zoning: 30 c)-? —
Map Page:
Corner Lot: (YES
Flag Lot: (YES ONO
Critical Areas Determination #? C 9 A 1911 L-1 b �9 -7
Sk - ck
0"Study Required
El Waiver-
.SEPA Determination: o----
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List wV1 notarize6Urm
Required Setbacks
Street:
Sid
Side:
Rear:
Actual Setbacks
Street:
Side: -7
Side: 7,
Rear:
Y-5
El Detached structures:
11 Rockerles:
El Fences/Trellises:
Bay Windows/Projecting Modulation:
El Stairs/Dec-
Suildin Height
Datum Point: bl'16� Ifl 7r",�
Datum Elevation:
Maximum Height Allowed:
Actual Height: -a-
Other
Parking Required:
Parking Provided:
Lot Area:
maximum Lot Coverage: 35% Proposed:
I
Lot Coverage Calculations: .5 FrE ;;� I
- 3-37o
ADU Created: (YES / No)
Subdivision: '�-D D_� 0 610,
Legal Nonconforming Land Use Determination Issued: (YES COD
Comment5
Plan Review By:
Planning Qata Form 07-14-09.doc
APPROVED By ENGINEERING
"UVE PLANNING
Date:
'24
PROPERTY LINE
SIDEWALK of Edmonds
Building Department
EN TR Y
MONUMENT
ROVED rjuA N
ro-
CITY OF EDMONDS
-IUILDING DEPARTMEKC-
WORK
ADDIZIEZ��,s
WNER
PLANTING AREA
A
LA'WN
�G. OFFICIAL.
Y.
PERMT NUMBFER
14.2'
v
ej.�tA
PROPERTY CORNER
OCT 8 '1013
WOODIVALE MONUMENT LAYOUT PLANj-LF-L
DE:VEWPfVoLN1'SEhvK---tZ1 'H
1/8" = 1 '-0" 0 4 8 16
CITY OF EDMONDS
STREET FILE
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PLEASE LOOX THS PROOF OVER CAREFULLY. Ym = ft bW pdge, ard by appwM On pmW a d exmb m m not tab!e for
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m- 1-800-939-W F.: 425-861-0248
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SIGN CONCEPTUAL
SCALE 1:10
SIGN AREA25*X56'10SF
(o
cl)
7'-O�
7� -
POURED CONCRETE BASE
CULTURED STONE CAPS
6'-0-
12n"X 12' SLATE TILES OVER CMU BLOCK
ALA L S)
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-- - -- - - SIGN AREA 25'X56" 10 SF
CUT 1/4'ALLA41NUM GRAPHICS
GRADE
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POURED CONCRETE BASE
M-EASE LOOK THIS FROW OVEq CAREFLLI.Y. YMoete', ll��lftre.!klble�y
---------- �y —1AN m SpON c� Ph- 1-800439-3204 r-: 425-861-0248
DO
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JAPPOM W/
CONSTRUCTION DETAILS
SCALE 1:10
LETTERS ATTACHED TO STRUCTURE
WITH IMMSTAKESS STEEL
THREADED STUDS AND CONSTRUCTION
ADHESIVE IN HOLES ,
C>
N
7'-0"
p -4 _�7
a-, --2T-
Z
#4 REBAR REINFORCEMENT
BASE AND FOOTING DETAILS
POURED CONCRETE BASE SCALE 1: 10
CMU BLOCKS ARE STACKED ON A POURED CONCRETE
FOOTING REINFORCED WITH #4 REBAR. SIGN STRUCTURE
IS STACKED CMU BLOCKS WITH MORTAR IN CELLS,
REINFORCED WITH VERTICAL #4 REBAR WHICH TIED TO
HORIZONTAL #4 REBAR IN FOOTING. BASE STRUCTURE
IS COVERED WITH 12*XI2" SLATE TILE FACING AND SILL
CAP.
CULTURED STONE CAPS
#4 REBAR POURED CONCRETE BASE
0 TR ql Q m(;Z RX RLASI� �M Ttl� PFDM OVER CARMALY. You are dre firel op. mund by apmwV ft proof as 4 exists w are m labb for REINFORCEMENT
Do- by
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PM
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OCT - 2013
DEVROPM ENT Sc`hvi�;Es uf--�.
CITY OF EDMONDS
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ENGAEERING DIVISION 111141 loft
A 10
T%ER AS NO
11AN Date:- FLAT MAP
IMPERVIOUS 5URFACE CALCS
FESIDENCE WITW FAYE$
2366
WALKS AND LANDINGS
15
DRNSIJAY
286
TCrrAL NEW M=ERVIOW
2121
15TRUCTURAL LOT COVERAGE
RESIDD4CE)GARAGE
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NOTES:
• EXCESS FILL 15 TO 5E REIIIOVED FROM SITIE-
• DOUINSPOM ARE TO POSITIVE DRAIN INTO PLAT
STORM DRAIN LINIES.
• NO DIRr, MLID, RXIC, OR DEBRIS %kALL BE
TRACKED FROM THE SITE TO THE STREET
• DIFRECT ALL RNOFF TO FILTER FABRIC
FENCE DURNG CONSTRIXTION
• ALL DM SFOUTS TO BE TIGM-LINED Wt SOLID 4' FiFE OF
AFFROVED MATERIAL TO CATCW BASIN THEN DRYUELL TO T14E
STOW STLI5 FRCVIDED * FRaff OF LOT ALL STOW WATER
TO BE FMTED TO EMSITWI STOW SYSTEM LINE LOCATED
ON iVSTW FL W,
• BENCHMAW, 1XI ON FRE WYDR414T
TOPAlff *TRACT V ELEY 331.301
TITLE:
BURNSTEAD CONSTRUCTION LLC
N
IIATE: 013/22/2014
EW
rt�!
WOOI)VALE LOT 23
11980 N.E. 24th ST.
23100 105TP FL WE5T
BELLEVUE, WA 98005
(425) 454-1900
$CALE: I"=20'
Parcel 01136400002300
HEIGHT CALCULATION6
A = 330' zone 1!� - 0 Corner
If
V Flag P
5 = 330' Setbacks 11.�INLJ, �-,d
-&W—al Scanned
C = 330' Front
D = 330' Sides
101-Ls- 1 1(4
AV. CfRIG GfRADE = 330' Rear
ACTUAL fRIDGE HT=354.2' Other
DII
MAXIMUM fRIDGE HT= 355'
RECEIVED
ROVED By, ANNING SEP 2 3 2014
S"TREET FILE
DEVELOPIViLN I Sith v ICES C1TI.
CITY OF EDMONDS
O-aA
t to a
LLI
ENGINEERING DIVISION
PLAT MAP
D
S NOTED
Date:���
I N T45:
0 E>CJC REMOVED FROM 8ITF-
PowNsp=s Am To PoerTw DRAIN INTO, PLAT
STOW DRAIN LINIES,
• NO DIRt, W, ROM OR DEBW WAL BE
TRAcKw FRom TwE orm To TwE sTREET
• DIIC-CT ALL RNOFF TO RLTER FAWC
FENCIE OWZM CONSTRJOTION
—"CE" y 112Z 10
• ALL DOIM 5P=5 TO BE Tr*ff-LDW Ulf 6OLV 4- PIPE OF
APPROVIED KATEMAL To CATC44 BASIN TWEN DRY11EU TO
OTORM STLS PFaADW 0 FRONT OF LOT ALL STOW WATIER
To BE FOJW TO EXISITINS STOW SYSn" LM LOCATIED
SEP 2 3 2014
ON IMTW PI. Il
• B&cauw w ON Fn;M wrDRAW
TOPNLIT OVA= V EMY 33UV'
TITLE; off UF EFTVIU�Wo
BURNSTEAD CONSTRUCTION LLC
N
DATE: M22/2014
ORN BY: J WEW
W001)VALE LOT 23
11980 N.E. 24th ST.
2310a 105TH FL UJE5T
BELLEVUE, WA 98005
EROSION CONTROL
(425) 454-1900
5CALE: 1'-40'
Parcel 0113640"2300
goor oomspour
4-roor DlAmE
HOUSE
ICA rCH HOLEfILLED W7H
BASIN 1. .112- -3- WASHED
(YARD
DRAIN ROCK
DRAW)
ROOFF..
Pvc OwRFrOw
FLOW TO BE CONNEC7ED
DO INSPOUT
V TO LOT ORM DRAIN
-ST
CLEANOUT
PLANVIEW
NOT 710 SCALE
ROOF - 4w P Vo OBSER VA 90 KLL
DOWSPOUT (coNsmucrhuwm,
RNISHEDGRADE) ROW1 - .
HOUSE
owwtow ROP LINE
�w,
SPI. TOPSOIL
<0 Abo*w fL
. 10,
BL
1_'MIN
FLOW
MIN 4 DIA.
IFRF7NE Pvc PIPE
SIDES OF
CA TCH -HOLE-LINED
KlTH.nL.TER
41' 4 P VC 10 VFPF7 Q W
(YARD FA BAIC
TO BE CONNECTED
D�.�IN 4 " blA.
TO LOT STORM DRAIN
CLEANOUT
(to, ju/m PERF. PVC PIPE
HOLE FILLED MTH —EMIN. IA190V
1 112" -.30 WASHED _E
NOT TO. SCALE DRAW ROCK SEASONAL HIGH
GROUND KA TER
IrABLE
DRY WELLVETAIL
NOT TO SCALE
1. - DRY- WELL- SYSTEM IS REQUIRED 70 BE INSTALLED ON EACH LOT
2. ROOF DRAW LINE FROM EACH BUILDING TO BE CONNECTED TO
'DRY KELL S�STW. OVERFLOW LINE TO BE CONNECTED TO LOT
-STORMPRAW CLEANOUT.
J. DRY wELLS 70 BE WSTAUED A T .77ME OF B.UlLDING- CONS7RUCRON.
0q0+l4%$ 00* Wc* lW4s(`qwPMNs) 44 NiAlt 2 2913.
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jg%ftift. LOT "-WVAA4 61� VO-0119 -TOVVWS
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