For Reference-BLD2023-0811+Site_Plan+6.29.2023_10.22.27_AM+3639592PARCEL NO.
00594400006400
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INSTALL TREE PROTECTION FENCING
FOUND IRON PiPE PER CiTY OF EDMONDS AT DRiP LiNE
0.30'W OF LiNE & 0.41'S OR GREATEST EXTENT POSSIBLE
FROM PROF COR OUTSIDE AREA OF WORK, TYP. I N8500900"E 125.00 - . _ . _ • -� _ ' - ' 7 °t31]
co [327
0' �� _ • - - ' - *FREDAR & CAP /
0' N� N85009'00"E 57 AO - _ . _ • - • - ' - ' "MEYRiNG"
k,0 �` p�' _ _ . _ • - - \ 50.32, WO.2b \ /
3"Co \ z z II 13"CHQ J /
[T8] [33] v1
FiN. GRADE 9 NW CORNER � 3 I � x
/ OF POOL DECK SHALL NOT \ o ? 0
/ \ BE LOWER THAN 44.17' \ 0= x = I y / HARDSCAPE /
_ ;- 20.6 5 ft
j / \ N
r" <------------------------- ----------
53'-8" (EDGE OF I o o = I / / - -
V-/ / \\ TERRACE FRAMING ------- rn - _ ____ -
-�------------------------------------- / HP
27'-5" VERIFY W/ OW` \ ----- / -
26'-31/8" V 1 -
/ OF POOL DESK) (POOL DECK \ B (47.0') _------ ------------
(EDGE
r r e � inn
AVERAGE EXISTING GRADE
POINT
ELEVATION
A
55.7'
D
47.0'
C
48.6'
D
58.5'
209.8 SF/4= 52.45' = 52'-51/2"
AVE. GRADE =52'-5 1/2" HEIGHT LIMIT = 77'-5 1/2"
LAND USE
CODE COMPLIANCE STATISTICS
ZONE:
R5-20
EXISTING LOT AREA: 20,020 5F (0.46 ACRE)
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17.1"C
REQ'D SETBACKS:
FRONT: 25'
X O
[ ]
FENCE COR 0.9'N
SiPE SETBACK: 35' TOTAL, MiN 10'
REAR SETBACK: 25'
OF LiNE & 0.5'E
FROM PROP COR
9 5"C o I
PARKING:
2 PARKING SPACES
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[W]
• -
'
SET
BUILDING
_ _ . -
REBAR/CAP
HEIGHT
INFORMATION:
BUILDING HEIGHT LiMiT: 25'
REFER TO SHEET A2.0 AND A2.1 FOR DETAILED
12"F
I 10"B
HEIGHT INFORMATION
[27�
0 Y
[ ]
/
n
LOT COVERAGE:
MAX. 35%
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/
/
I 6"C
3
APPROX. LOCATIONS FOR
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/
PROPOSED
PROPOSED HOUSE, COV. DECK, &GARAGE
N I
SEE PUMPS HEAT ALSO
(
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/
z
�
LOT COVERAGE:
(INCL. O.H. OVER 30" iN DEPTH): 4,551.3 SF
FLOOR PLANS)
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PROPOSED UNCOVERED DECKS & STEPS: 169.4 SF
PROPOSED TOTAL LOT COVERAGE: 4,720.7 5F (24%)
y
N I
HARDSCAPE
C"F o
061'C /
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ALLOWED LOT COVERAGE: 20,020 SF X 35% = 7,007.0 SF OK
a
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53.0 5q ft
----Z5�------
- f-T4)
--------------------
/
/ 71 'C/0
I
PROPOSED
PROPOSED HOUSE, COV. DECK, & GARAGE (iNCL. O.H.): 4,551.3 5F
/97)
/ [24]
IMPERVIOUS
PROPOSED UNCOVERED DECKS & STEPS: 169.4 SF
P
--
SURFACE:
PROPOSED DRIVEWAY & FRONT WALK: 1,811.0 SF
_ __ --=
i/
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PROPOSED POOL & POOL DECK, 5iTE STEPS, & LOWER
-
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%
/
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FLOOR ENTRY COURT: 1,530.7 SF
I /
N
PROPOSED ADDITIONAL HARDSCAPE (AT GRADE): 73.8 5F
PI (
I b
PROPOSED TOTAL IMPERVIOUS SURFACE: 8,136.2 SF
+ r.r.='rV.V(
r i
m
LOW POINT II 4-3 I 1 UNCOVERED DECK I
j EL = 43.0' i OVER 3 3" A.G. �
j ' 169.4 5 ft I `°/ I� I
_ \ 15'-0 0
E YARD*
*35' TOTAL SiPE
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YARDS, 10' MiN. I
25.8"C
I
A A - -- I [20]
N I �j
Q.
'o
-----------
--------------- ---- +%- 51.58'
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POOL &POOLo
Si YA
PECK, SITE STEPS,
o I } I
z
& LOWER FLOOR
/ RESIDENCE & ADJACENT
o . *35' TOTAL SiDE �I
m
�
ENTRY COURT
/ COVERERD DECKS & PATIOS /
YARD5,10 MiN.
/ 1519.4 ft / 4,551.3 5q, ft = DRIVEWAY & / I►
�► \ / 5 5-9" / MAiN LEVEL F.F. = 51.75' FRONT WALK I
LOT SLOPE CALCULATiONSCD
of I I I_1 1511.0 5 ft __ I /
LOW POINT: 43.0' / j
.3' ,
HiGH POINT: 61.I
ELEVATION DiFFERENCE:18.3' I \
HORiZ DISTANCE BTW POINTS: 187.03
� � -1 / 10.6"C � I
LOT SLOPE: 9.8% I 23'-9" VERIFY W/ 0 PIER I [ ]
I \ I LiNE OF BUILDING / / I 0
1003„H FOOTPRINT, TYP. 0 I I 20.5"M
I 1 / I - II
[38] T v ,''f I I/- _ _ - % 4'-6" / / [14]
II -------- - - _ 713 6"M
--__-/_
C (48.6') A LiNE OF BUILDING o
OVERHANG (WHERE 13
/ I 14.6"M I �° LESS THAN 30" IN 1 I [] j 8.9"C
3 8475 FREDERICK PL. / � x
' I [10] i DEPTH), TYP. I
EDMONDS, WA 95026 / I \
' I I N AFN:00594400006402 1 �'� N ro
/ PROPOSED STORM- / ' 12 U, z cs 8"H / 14.9"C 1 o 0 I FOUND TACK/LEAD
O 11"C < / WATER INFILTRATION / P�G�O��o�4 N / [N / [7] / 10.05 N OF�iNE &
[TF] I / TRENCH; REFER TO CIVIL / P �p0 _ / p] / I \
j 1 PLANS FOR MORE INFO vq oO��D �S�S� / o Lot Area: / [6] C 9110 / / _ • _ _ . _ • _ • 0.12'W FROM PROP COR
bi �� [T9 / 20,020 $F / 22.2"C [5] /._•- g4G ] FOUND IRON IRON PiPE / / O D, ] 8"C 25.5 \ [g]•� . _ • - . _ • - - ' / [C] _ • -
0.11'W OF LiNE & 0.18'5 I �\ / / i O [o] 2"C</ [0] _N85°09'00_'E_J82.00
FROM PROP COR j i / / _ [�, -:'Af:.:: '.,: `: i DECIDUOUS / HiGH POINT
:: ; .:..Ri+1=1t.A rT / '-/�. _ . _ • - :'>'1:4;V::.
/ -
613
-�-'i�• - - ' - ' - / O I n
CLUMP10 C WITHIN'0o
MAPLE 1213 [9] 29 � F
LUSTER[Tp]p [U] 23 H Y }
2
_ _ . _ • _ • 18 EX WATER I S2� 8'H RMAPLE J / �� � � � .. -
�TC SERVICE EX SiDE SEWER EX. � M �.
SERVICE �Q I [ ] CLUSTER i (E.).1'lJD CONDUIT .
o O /CLEANOUT KIM: 51.3' I `J HYD. \ I'
pAVEME & DRY.UTILiTIES
\ I EDGE OF W } CONDUIT (VERIFY.) G.
0 30"FiR / iE 9 P.L.: 44.15' �
[ ] allpt }
WV - N� I
� EDGE pF pAVEM � W. _ � �� -:. . �: .. '`� • : PL.
I.
W .. _ ---- \ - SS
FR
I.. I. '00*1.128195. -
W 10 CONCRETE : _ Ss
_ - - SS SS
- y ' �_ SS - �. EDGE CI
0 P E 6 R�ME
CI -
58.57
12" W iE=58.40
F AV
- = _ sS PP
�. : \ W/UGC,
sS - / f) . CB-438
- ss
SS RiM=52.62
SS -
: I) PP 12" CONC W iE=48.92
I� / �)..W/UG 12" CONC E 1E=51.10
C OLD
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SITE PLAN
SCALE: 1" =10.
NOTE:
1. REFER TO CiViL ENGINEERING PLANS FOR ALL DRAINAGE AND STORMWATER MANAGEMENT REQUIREMENTS DURING AND POST -CONSTRUCTION.
2. REFER TO ARDORiST REPORT FOR ADDITIONAL INFORMATION. REFER TO ARDORiST REPORT AND TREE RETENTION & PROTECTION PLAN (SHT. 03) FOR
REPLANTING REQUIREMENTS, NEW TREE LOCATIONS, AND OTHER SiTE REQUIREMENTS.
3. REFER TO SURVEY FOR ADDITIONAL INFORMATION.
PROPOSED
PROPOSED LOWER FLOOR CONDITIONED
GROSS FLOOR AREA:
(STAIR & MECH. RM.):
270.1 SF
PROPOSED LOWER FLOOR UNCONDITIONED:
2,797.3 SF
(SEE ALSO GROSS
PROPOSED MAiN FLOOR CONDITIONED:
5,064.3 SF
FLOOR AREA TABLES
PROPOSED GARAGE UNCONDITIONED:
933.0 SF
ON FLOOR PLAN
PROPOSED UPPER FLOOR CONDITIONED
SHEETS A1.1-A1.3)
(NOT INCLUDING FLOOR OPENING*):
2,222.3 SF
PROPOSED TOTAL CONDITIONED FLOOR AREA:
5,556.7 SF
PROPOSED TOTAL UNCONDITIONED FLOOR AREA:
3,730.3 SF
*UPPER FLOOR OPENING AREA:
248.2 5F
TREE RETENTION:
SEE SHEET 03, TREE RETENTION AND PROTECTION PLAN
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FOR
REFERNCE I
ONLY
SEE #BLD2023-0799 FOR
RELATED BUILDING
PERMIT APPLICATION
H 2 D
A R C H I T E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 6/28/2023
PERMIT SET
SITE PLAN