APPROVED PLN RESUB2 BLD2023-0811+SFR_Site_Plan+6.13.2024_2.27.42_PM+4321255APPROVED BY PLANNING
QA'61�-40,1-
03 2024
Planningievi.ew for pool addition only
Zone •. RS-20 - Corner
Flag
Setbacks: Required
Actual
Front 25'
49'
Sides 35710'
W= 26'
Rear 25'
-------------
2513"
Other __________
Height ____________,
=�
_ 0
In.
FiN. GRADE 9 NW CORNER
OF POOL DECK SHALL NOT
BE LOWER THAN 44.17'
(FiN. POOL DECK SURFACE
SHALL NOT BE MORE THAN
30" ABOVE FiN. GRADE) -
AVERAGE EXISTING GRADE
POINT
ELEVATION
A
55.7'
D
47.0'
C
48.6'
D
58.5'
209.8 5F/4= 52.45' = 52'-51/2"
AVE. GRADE =52'-5 1/2" HEIGHT LIMIT = 77'-5 1/2"
FOUND IRON PIPE
0.30'W OF LiNE & 0.41'S
FROM PROF COR
N85009100"E 57.00' • _ • - .
}- - • - ' - • - PROPOSED DRYWELL,
311C SEE CIVIL & POOL SiTE POOL FENCE & GATE
[T8� PLAN FOR MORE iNFO--�UNDER SEF. PERMiT�
� I \
(EDGE OF
TERRACE FRAMING
QT r (VERIFY W/ OVvINER�
POOL DE
PARCEL NO.
00594400006400
I
I
I
I
I
I .
FND REBAR & CAP
MEYRiNG N85°09'00"E 125.00' _(_ . - -7„
50.52, WO.20 . _ . - - -
ZZ \ /
��
Orn=fix \/ /
> nx
rnrnzn�p
7� - /
y o / HARDSCAPE /
_ o ;- 20.6 5q ft /
/--------
< N _ /----------------- 7------ - -
�rn`
---= - HP
LAND USE
CODE COMPLIANCE STATISTICS
ZONE:
R5-20
EXISTING LOT AREA: 20,020 5F (0.46 ACRE)
I
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
I
[W]
'
_ - . - • -
I
SET
BUILDING HEIGHT
BUILDING HEIGHT LIMIT:
25'
-
ALL RET'G WALLS WiTHiN SETBACKS
110"B
REBAR/CAP
INFORMATION:
REFER TO SHEET A2.0 AND A2.1 FOR DETAILED
12"F SHALL NOT EXCEED 36" A.O.G. (SEE
127Y
HEIGHT INFORMATION
ALSO CiViL PLANS
i [206]
n
LOT COVERAGE:
MAX. 35%
TOW: 56.0'
/
I 6"C
3
LOCATIONS FOR WALL-
I [T6]o
/
PROPOSED
PROPOSED HOUSE, COV. DECK, &GARAGE
N I MOUNTED HEAT PUMPS
I
/
LOT COVERAGE:
(iNCL. O.H. OVER 30" iN DEPTH):
4,551.3 SF
�v
e' (SEE ALSO FLOOR PLANS)
-n
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 /
I
ALLOWED LOT COVERAGE: 20,020 SF X 35% =
7,007.0 SF OK
a
I 53.0 5q ft
---- Z5�-----
- -P 4)
-------1--------------
/
/ 7"c-a
I
PROPOSED
PROPOSED HOUSE, COV. DECK, & GARAGE (iNCL. O.H.):
4,551.3 5F
_
/
I 97)
/ [24]
IMPERVIOUS
PROPOSED UNCOVERED DECKS & STEPS:
169.4 SF
-
---� ----
'
SURFACE:
PROPOSED DRIVEWAY & FRONT WALK:
1,811.0 SF
---__
PROPOSED POOL & POOL DECK, 51TE STEPS, & LOWER
-
I
%
/
I I
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
rn�zr''3
°
(wv� OF F.F. 46 x i I I c
1 I� 4'-3" ALL POOL,.. /DECK 3 3 rn a o_ ' I I I c
LOWPONT Zoc�= 'I I I Oil
m
DECK POOL DECK I UNCOVERED DECK / z > 3 , 1
EL = 43.0 \ I DIMENSIONS & OVER 36" A.G.
SPECIFICATIONS
\\ I ' 169.45
\
\ I
TO BE VERiFiED
WiTH OWNER* I
- --
\
7Ij 15'_p 011
' 51 E YARD" c
\l\
o I
LiNE OF
\
I
41
(SEE ALSO I
POOL SITE PLAN,
_ _ - -
UPPER FLOOR
/ *35' TOTAL SIDE \
#BLD2023-0811) /
PROPOSED ROOF RIDGE
ABOVE, TYP. i
I YARDS, MiN.
1 25.8„ C
I
I
ELEV: +/- 34'-01/81,
I [20]
l
I
►
QY
I
/
(DATUM ELEV: +/- 76'-51/4")
*SEE
A A
-
- -- '
'
--- -------- I APPROX. LOC. I I
) I
�I
`�I I
,7
/
AL50 EXT. ELEVATIONS
ON SHEETS A2.0 & A2.1
_
-±
'
---------------
--------
- - OF NEW
---- +%- 51.58' , /
�
0-o I
POOL &POOL
_ - -
i
ELECTRIC
I/ /
II
*
51 YARD I
o
DECK, SiTE STEPS,
_
/
/ i
I
� METER (VERIFY I I
o
*35' I
z
& LOWER FLOOR
I /
RESIDENCE & ADJACENT
/
+ ON CiViL
N /I DRAWINGS)
•
m
TOTAL SIDE �I
rn
ENTRY COURT
/
COVERERD DECKS & PATIOS
, �,
g
/ 1519.4 5 ft 4,551.3 5q, ft = DRIVEWAY & l►
�► \ , I / 5'-9" , / MAiN LEVEL F.F. = 51.75' _
I FRONT WALK
CD \
DECK I / '`--- I I i
1
1753.8 5 ft
TOW: 57.9'
i PROPOSED DRYWELL,
. SEE CiViL & POOL 51TE
I '
I "
/ I I 10.6„ C
l FLAN FOR MORE INFO
VE?"FY W/ OWNF�
I LiNE OF BUILDING /
\
/ ► gi]
p
PLANTERS
FOOTPRINT, TYP.
11 I C) \ I
I
A-------------------- t---- -
---------- - -- 713 sue\ D (58.5) 611M
/ > \
i [T2]
TOW: 54.4'
r I TOW: 57.4
TOW: 52.0' I ALL RET'G WALLS / 8"M
I - C (48.6') LINE OF BUiLDiNG WiTHiN SETBACKS \ [T1]
OVERHANG WHERE �I I SHALL NOT EXCEED -0
1 PROPOSED STORM- � / ( � I 36" A.O.G. SEE � "
,' I �° LESS THAN 30" IN 1 + ( e 8.9 C
WATER INFILTRATION � 8475 FREDERICK PL. / �" ALSO CIVIL PLANS)o\ l 1
/ I i DEPTH), TYP. I C ,[ ]
TRENCH; REFER TO CiViL EDMONDS, WA 98026
/ I PLANS FOR MORE INFO POOL FENCE & 73 N AFN: 00594400006402 / ALL RET'G WALLS WiTHiN p I \
/ G�� ��� GATE UNDER / o \j, / 14.9"C „ o = TOW: 57.5 / FOUND TACK/LEAD
/<\ / 8 H SETBACK5 SHALL NOT EXCEED 36 -�
011"C i / - / / Qp. �O�pOc° I� SEP. PERMIT A Lo] // [7] A.O.G. SEE ALSO CiViL PLANS rn I \ 0.05N OF LINE &
[TE] 1 / / o5g� c�Q� �T o' / 8.3"C / I 0-
/ / �av o 20 i��s� T o Lot Area: [6] 9.1"F . - • - • . - • 0.12 W FROM PROP COR
p\ 20,020 SF / ° [57� /._. ........... -
a� �n I/ _ . ::.::fit .5:7':;.'•.::,:: PROP 5ED ASPHALT - -
FOUND IRON PiPE \ / / �i NEW 55 LINES TO J'�' ss J \ - • - • - ' - ' -
�- / N85°09'00"E_182,00 = . _ �/ No ` -" IYP' DR� WAY
A 50 f PROP. I
0.11'W OF LiNE & 0.18'S I EXTEND NEW WATER / EX CLEANOUT, ::pA :. \ / HIGH POINT
FROM PROP COR \ / / SEE CIVIL PLANS -
1 SERVICE TO RESIDENCE, - • • f-- i / o EXTEND NEW DRY
SEE CIVIL PLANS / / - • - • - ' - ' 2"C 10"C 3 Ri+1=1t.AY : :: ° / EL = 61.3'
\41 i - -A - • - • O 1 l -:' 1!d:iTk#11 '>Z":O;V < :r UTILITIES TO
1213 . - • - • - • -� • - ' - ' 1 12"B [/P� 191 MAPLE ? RESIDENCE, 5EE
LUSTER .. /
[TD]0 - ,� �. _ • - - / [U] I ` 1Q CIVIL PLANS
WM
- - / _ I
- , . - • all
- - 18 EX WATER 1 S2� 8'�H MAPLE � 10 M / � .. - ' . . •-° � ..
�TC SERVICE EX SiDE SEWER EX. � M � [�] ... :•..<:. `
SERVICE �Q I [ ] CLUSTER i .. (E.). PQP'CONDUiT .
o O /CLEANOUT KIM: 51.3' \ `J HYD. \ I:
PAVEMENT &DRY.UTILiTIES
\ I \ EDGE OF W I CONDUIT (VERIFY.) G
0 30"FiR / iE 9 P.L.: 44.15' �
IV] all P1
VEMENT �
_
-\W WV I
EpGE w FRER{CK .
W . I. .. _ ----- \ - Ss -
I.. I. 128195. -
W'I. N85099 1O CONCRETE 100
SS
I _ SSA-
• _ \ -- ASS"
\ SS SS'. - : . - SS - �. EDGE CI
0 P E R�ME6
12" W iE=58.40
F AV
- SS / f) . CB-438
- SS \ / I)
SS - - �. : • I) / RiM=52.62
SS
I) , PP 12" CONIC W iE=48.92
W/UI� / I.).'G 12" CONIC E 1E=51.10
C OLD
/
I
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
LL1
U
z
w
J
N
O
00
�
LLB
U
�
Q
w
0
U)
z
Z
z
Q
LL
L0
G
U
00
w
O
U
9716 REGISTERED
ARCHITECT
h4•/�-
HEIDI MICHELLE HELGESON I
STATE OF WASHINGTON
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
6/28/2023
REV 1:
2/27/2024
REV 2:
6/13/2024
PERMIT SET
SITE PLAN
RESUB
Jun 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2023-811