APPROVED ENG PLN BLD2022-0155+SITE Plan+2.18.2022_8.55.27_AM+2689381 1LOT COVERAGE
EXISTING HOUSE AND DECKS: 1,705
NEW HOUSE COVERAGE: 577
TOTAL: 2,280
LOT SIZE: 7,950 5Q FT 35%= 2,783 5Q FT
PROPOSED 2,280 /7,950 = 29%
IMPERVIOU5 5URFACE
EXISTING: 2,279 5Q FT
NEW: 577 5Q FT
TOTAL: 2,856 5Q FT
� 22606
0 0 0
22615
22616
22623
2624 22625
I
21� g
22631
EXISTING CB
\TOP 274.17
IE: 271.09 :I
274'
HEIGHT CALCULATION
A - 274.29'
B - 274.80'
C - 274.61'
D - 276.22
TOTAL = 1,099.92/4= 274.98' Ave Grade
274.98 + 25.00' = 299.98' Max Ht
FRO 1 05ED HT: = 296.11'
CONTOUR5
2' CONTOUR5
OWNER: DON R055
PROPERTY APPRE55:
22624105th Ave W,
EDMOND5,WA98020
TAX ACCOUNT NUMBER: 00610400001500
LEGAL: LOT 15, WESTGATE ESTATES,
ACCORDING TO THE FLAT THEREOF
RECORDED IN VOLUME 20 OF FLATS,
PAGE 121, RECORDS OF 5NOHOM15H
COUNTY, STATE OF WASHINGTON
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
PREVIOUS EXISTING CITY STORM LINE REMOVED SEE CITY MAP 106.00'
51TE INVESTIGATION REVEALED NO PIPE IN CB ,
---------------------------------------------------CONCIEETE_&EWEI�LINE
5FT 5TOKM EASEMENT =
-------- ----- ------ ------------------ - - - - - -
OCK BSL 5 0 ------
FILER
AREA A 5pLA5H BLOCK
t
204' I 577 5Q FT
ADDITION
�J
LU
LU
5FLASH BLOCK
w:
SILT FENCE
Lid
I
I
I
I
I
I
I
I
CL--------------
15'
l\
N
ENGINEERING DIVISION
--- - -- - " DTED
13/18/2022
MEETING OR EXCEEDING 2000 SF
OF NEW AND/OR REPLACED
IMPERVIOUS AREA SHALL REQUIRE
STORMWATER MANAGEMENT.
EXISTING 5FR
22624
1455.00 ft 2
250.17 ft 2
EXISTING
DECK
BSL � o
106. 0'
1,
SHEET INDEX:
P1 PLOT PLAN
Al GROUND FLOOR PLAN
A2 MAIN FLOOR PLAN
A3 WEST & SOUTH ELEVATION
A4 NORTH ELEVATION & ROOF PLAN
A5 GEN NOTES, SCHEDULES & ENERGY
51.0 SHEARWALL SCHEDULE & INSTRUCTIONS
52.0 GENERAL STRUCTURAL NOTES
52.0 5HEARWALL DETAILS
52.1 CONECTION DETAILS
52.2 FOOTING SCHEDULE & DETAILS
53.0 FOUNDATION
54.0 GROUND LEVEL FRAMING
534.1 MAIN FLOOR FRAMING & ROOF
NOTE:
INSTALL FILTER FENCE A5 PER ATTACHED
ER-900 DETAIL.
TEMPARAY 5TOCKPILE TO BE COVERED
WITHIN 24 HOUR5.
ALL D15TURBED AREA5 TO BE COMP05
AMENDED PER 2014 5WMMWW BMP T.5.13
-..I
DRIVE
25'
" COFFER WATE
I
7950.00 ft 2
D
25'
I•
rL1(b / Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
IND r
per city standards that is caused or ___________ RS-8
occurs during the permitted project. Zone -----------: Corner :____:Flag L ____:
Setbacks: Required Proposed
OWNER/CONTRACTOR IS RESPONSIBLE FOR : 25 : ; 25+
EROSION CONTROL AND DRAINAGE Front E - ;
Sides N/S 17.5/7.5 : : 10.2/7.5+;
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING Rear W 15 - 2---
ALL ON SITE UTILITIES. RELOCATION/REVISION TO AN -------- - --------
UTILITIES MAY REQUIRE A SEPERATE PERMIT. Other --------
.13
Height _ 25 _ -----------
E
276'
W
W
a
LO
2`I �
APPROVED BY PLANNING
JJZ�"
Mar 11 2022
w
s _
7 �
104 � s
N � z
SITE Zj
Five Re js urant
sw—Bistro� U o
lscn sT sw � W
Edmonds Memorial 3
Cemetery & W A o G
Columbarium
W�
N V Q �o
s
�3
z
Tact Bell W ~ Q
V® e (�' A W
SHERWOOD PagriaDDi Pi\zza Goodwill v a
ELEMENTKY • r 'I ~
C
QFC
VICINITY MAP
2" . 2' 1VOOD/STEEL
FILTER FABRIC SECURED
TO 2' , 2' 14 CA
WIRE FABRIC EQUAL
IU.HVE a4LKEILL MATERIAL
FILTER FABRIC MATERIAL IN CONTINUOS ROLLS
USE STAPLES OR LIRE RING$ TO ATTACH
FABRIC TO WILE
2' - 2- WDDD/STEEL POST$
rWIRE MESH FENCE
1 TO SUPPORT FILTER
FABRC
BURY BOTTOM OF FILTER
MATERIAL B' TO 12'
NOTES:
1. CONTRACTOR/DEYELOPER WLL MAHTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED OOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
AETI4I . BEFORE OTHER WORK CAN BEGIN
yr REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 201E
FILTRATION SYSTEMS
wPUBLIC WORKS STANDARD
DEPARTMENT DETAIL APPROVED B.: R. ENGLISH ER-900
CONTOUR LINE
[TYP}
ANGLE TERMINAL
END WHEL 2•' TO 45'
yo TO PREVFWT FLOW
t� AROUND WATTLE (TIP) T-xT-Y24- UN-TRFATED
Wp ;D N STAKE (TIP)
LE
TRENCH. SEE NOTE 2 3' MIN
4- MAX
STAGGER 2-
OVER
i
mP)
2'x2'.24" VN-TREATED
9 WOODEN STAKE OW)
8" DIAMETER
PLAN NEW MIN
WATTLE DETAIL
AREA AVAILABLE FOR SPACING VARIES
SEDIMEM TRAPPING SEE WATTLE SPACw'
(TIP} TABLE (TYP)
TATTLE (TYR)
SEE DETAIL
,
WATTLE N
N SLOPES
S- DIAMETER WATTLE
SPACING TABLE
SLOPE
MAXIMUM SPACING
I" IV
2H'7V
211'-O"
3H-1V
3D' 0'
4H.1V
40'-0"
)414;1V
ONE RUN ONLY
NOTES:
1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAIT WATTLES IN PAVEMENT APPLICATION.
2. ON SLOPES INSTALL WATTLES PERPENDICULAR TO THE FLOTI DIRECTION AND PARALLEL TO THE SLOPE CONTOURS.
INSTALLATION SHALL BE IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 5-01.3(101,
1. RUNOFF SHALL NOT RuN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECIESSART TO PREVENT
UNOERCUTTIILO.
A. WATTLES SMALL eE INSPECTED REp1LARLY- AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMObL
SEDIMENT AND ACCUMULATIONS WHEN FXCEEDINC 1/2 "€IGHT BETWEEN THE TOP OF THE %kTTLE AND THE OOUND
SIJRFACE.
RE'+IS ON C E
�.r CITY OF EDMONDS WATTLE INSTALLATION auIMARr 2018
PUBLIC WORKS S-AKDAR.)
DEPARTMENT DETAIL
£.I. 151 A PR rr R': R. ENGLISH ER-903
PLOT PLAN
1'-0"=10.00'
[�I
O
N
w
O
>00
Q
a1
2
Q
O
O
w
c/)
C)
U
NO
O
�
G
�
�
N
W
z
O
C
o
Qu
ce
O
O
O
O
0
MW
W
REVISIONS:
2/18/22
RECEIVEC
Feb 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PRINTED:
2/6/22