7031 182 PL SW-SITE PLAN.PDFON
F"LAN NOTES
PROPERTY LINE
1,
This site plan was generated with
the benefit of a surrey. However,
all items shown shall be Verified in
BUILDiNG SETBACK LiNE
the field by the contractor.
LIME OF BUILDING FOOTPRINT
2.
All information shown on the
drawings relative to existing
LINE OF BUILDING OVERHANG
conditions is given as the best
present knowledge, but without
-� -� -
LiNE OF ROOF OVERHANG
guarantee of accuracy. 'Where
actual conditions conflict with the
--i
drawings, they shall be reported to
AREA OF NEW CONCRETE
PAVING, RETAINING WALLS, OR
the architect so that the proper
_
STAIRS ON GRADE
revisions may be made,
3.
All existing items shall be verified in
AREA OF NEW
the field by the general contractor
DRIP -THROUGH DECKprior
to construction,
4,
See sheets A2,01-3 sheets for
ROCKERY
enlarged plaits.
5.
A pre -construction meeting is
- -
PROPOSED CONTOUR LINE
rewired between architect and
contractor.
EXISTING CONTOUR LINE
6.
Take necessary precautions to
-
REMOVED CONTOUR LINE
protect existing Vegetation from
damage.
's ---
COMBINED SEWER LINE
S
SIDE SEWER
D---
PERFORATED FOOTING DRAIN
CALCULATIONE GRADE
Elevation
98.5 V
99.42'
99.04'
99.00,
395.97
RARE mm 98.99,
LDING HEIGHT = 121.41'
-LCOWABLE HEIGHT = 123.99'
-
-9z 7 2_.sq_ft
Coverage
Area
Area Beyond Roof (Const. 1 61)
887.6 sq ft
Beyond Roof (Const. 1961)
387 sq ft
i (Const, 1961)
1849.5 sq ft
area (oast. ?)
17.5 sq ft
area (oast. r)
59,3 sq ft
rea (Const. ?)
97,7 sq ft
Area Beyond (E) Roof (Const. 1961)
63.7 sq ft
Of Area. Beyond (E) Roar
116,E sq ft
3,481.1 sq ft
Pi/
a
L
6' irnh 110
0,"
hp gyJ
+ G $ 1 t \ S
$` irc o
_05A
0g
u, ee
_ - ----_ -
gg.
COP
Z3
I
�1 IEx X
-;tin-istina Patio !
ncrete
6 , a
�p�gg i
"a;
y¢G ggG1 1gGA
-r
k�G LAa!Ln g�
Shed #1
- 1 11111
Lot Size
9,670.2 sq ft
Lot area modifications
Total Lot Area
9,670.2 sq ft
Percentage of actin! Lot Size
100.0 %
Coverage
Component
Area
- -- -
(E) douse footpring (unchanged) - -- -
---
1,520,1 sq ft
(E) Shed #1
97.7 sq ft
(E) Shed #2
17.5 sq ft
(E) Shed #3
59.2 sq ft
Total Covered Area
1,694q ft
Total coverage%
17.5%
allowable
35.0 %
BUILDING AREAS
Measured to inferior ,surface of exterior walls.
,Area DescrigAllon
Area
ML (E) Floor Area
1,210.3 sq ft
UL ( ) Floor Area
1,325.6 sq ft
Total heated space
2,535.9
11L (E) Garaqe Area
309,7 soft
Total unheated space
309.7 sq ft
FILL CALCULATION
TOTAL CUT (new footings) 3.0 cubic yards
TOTAL FILL ((neap footings) 0.5 cubic yarns
T*TAL EXPORcubico
-Aotfilng in 4h' *!' s 49 ,� vv�l' process shall be
01
lnterPrete P lc t a t Tx rTI Itting tine
r1ainteHance ei't(y existing ill
hence rtnit > up, g ;i �y z�l f
p
���
(Existing Yard gain)
`� a I
,sin g
cr i pemipp, p� yM ,01i yyivt f cl{{ i�$ �zta Eyyf(ey scope
ypq®}
118E 9 = 98.71
�g�Q
S
of ®y�lryJgp.
building, itruc r -
j7 colidUbC)a is shown on the
site Z Tn oru'T=c ..` ���3�f� '�3ttldiflg,CD
con �tioD
\pap
D
m G
ts isu.-,e pf'i s �a_
anfo r mpni
N" `
Scale: 1l3" = 11-031
w
10
3 '-6 / "
53-11 3/8"
a
W
40 FT
Project Number
7031 182nd Place Southwest
Edmonds, WA, 98026-5634
PARCEL NUMBER:
004994-00000500
LEGAL DESCRIPTION:
LOT5. LORE -ONTO PARK, ACCORDING TO THE PLAT
THERE OF. RECORDED IN VOLUME 20 OF PLATS, PAGE,
63 RECORDS, SN`iOHOMISH COUNTY, WASHINGTiON.
SITE! s E IN THE COUNT OF SN(OHOMI SH, STATE OF
WASHINGTrON
PROJECT DESCRIPTION:
Second story addition to an existing family residence.
--- ZONING - - - -
RS-8 Zone
35% maximum of Coverage
??% maximum Impervious Coverage
Street Setback = 25'
Side Setback = 7.5'
Rear Setback = 15'
BUILDING NOTES:
2012 International Building Code (IBC)
2012 International Residential Code (IRC)
2012 international Mechanical Code (IMC)
2012 International Fuel Gas Code
2012 International Fire Code
2012 Existing Building Code
2012 internation Property Maintenance Cade
2012 !CC Performance Code
2012 Uniform Plumbing Code
2012 Washington Mate Energy Code, (WSEC)
Residential Provisions
2011 National Electrical Code
Construction type V_B
Occupancy class, SINGLE FAMILY
Leo and Mierrylin Vergara
Existina SIF
7031 182nd Place SW
Residence
Edmonds, INA 98026-5634
-
(206) 786,4265
leo@escremodel.com
PROJECT I'
537 Ntn
v
v. 2D
OWNER/CONTRACTOR IS
EROSION CONTROL
ESC remodel L LC
Leo Verg ara e s i h fi ire a ;t
7031 182nd Place SW f
Edmonds, WA 98026.564.
(206) 786.4265
Ieoa)escremodel,com u _.
WA State Contractor Lic: -- - -- - -
Monday, May
12:44:22 PM
INDEX:DRAWING
E' Civil 1521 /ergara
cN Landscaping -
Passive € °use 15-21
Architectural
A 1,01 r- } Site Plan &Project info
Al.02 ( ) General Notes CA, CD
9 e°_ A1,03 (-) General Notes JUL r
x A1,04 ( ) General Notes
A1,05 (-) General (Notes
A2.02 (-) Main LevelPlan Permit
A2,03 f,--3 Upper Level Plan
A2.04 ( ) Roof Plan
A2,05 O Schedules Site
. A3.01 (-t BuildingElewations
�e A3.02 (; Building Elevations Prop
A3.03 (m; Buildingsections
A8.01 (-_) Architectural[Oetails
As2,02 (; train LevelPlan
i Structural � � r g �, N AlIkY
Lea �e this space
S1,01 (m1 Structural Notes O 1`
11 ..
�-'-�� 5 $ ,.,1,02 {__) Sfiruct�aralNclfies
9
_-------_� 02,01 (--) Foundaticanlaian '
a2.02 O Main FloorFrarning Plan
1 U-3 5/6" 52,03 (--) Upper FloorFraming Flan
52,04 (--) Roof FrarningFraming Flan
58.01 ( ) StructuralDetailsSTORMWATER MANAGEMENT NOTES rr
Electrical
1, This project will include 113.3 square feet of new Mechanical
additional reef (impervious) area. See impervious
area calculations this sheet,
2, Existing reef outlines and proposed roof outlines
are indicated on the site plan as well as the upper
floor plan on sheet A2.03 and reef plan on sheet
A2.04,
3. Existing downspout locations will be used typical. '-"_1_'-_
�
4 Existing downspout tight lines will be used typical. f1 J �
. No stormwater management/mitigation methods S H E E 1
are proposed for this project.a
�. 5 z z
C 0 P y R i G H I
RA. WHITNEY A
Whitney Architecture
Paul Whitney
1537 NW Ballard Way,
Seattle WA, 98107
206.789.3934 (o)
Paul @whitneyarchitecture .co
STRUCTURAL I
Bykonen Carter Quinn
Nick Carter
820 John Street, Suite 201
Seattle WA 98109
206.264.7784 (203) (v)
206-264-7769 (f)
nvc@bcq-se.com