APPROVED PLN RESUB1 BLD2023-0915+Site_Plan+2.6.2024_1.41.01_PM+4043057SECTION 8, TOWNSHIP 27
N,
RANGE
4 E, W.M.
/
10' WATER
— /
LI
LINE ESM'T �'
I
OWNER/APPLICANT
SPLASH
BLOCK NOTE:
j
AF#8302105016
f110'
91
RICK MCLAUGHLIN
A MAX OF 700 SF OF ROOF MAY BE DIRECTED
/ STOCKPILE
7011 177TH ST SW
TO EACH
SPLASH BLOCK. ADDITIONAL SPLASH
SEE NOTE
W
—
EDMONDS, WA 98026
BLOCKS MAY BE ADDED AS NEEDED.
W W� W W
\
TOPSOIL
— —
— — — — — — � ---
V�
W
W
CIVIL ENGINEER
/ SEE NOTE
-----
15' BS / — —
— —
— —
—
\
P
OMEGA ENGINEERING, INC.
/ LIMITS OF
�
B=411. /�
♦ J
—
6'
JOSEPH SMEBY, PE
DISTRUBANCE
+/
♦ PROP. STAIR
S
I —
\
2707 WETMORE AVE.
/
MARK W/ ORANGE
♦ n
ROOF OH
_j
EVERETT, WA 98201
FLAGGING (800 SF)
�' PROP. ADDITION
(TBR)
ml
W \
425.903.4852
(271 SF)
F:425.259.1958
INSTALL SILT
77>
♦
/ ♦
'
I\
�I
\
\
LEGAL DESCRIPTION
APPROVED BY PLANNING
FENCE IF NEEDED
PER ER.-900
♦ PROP. ROOF
M / ♦ OVERHANG
I
CHERRY HILL LANE BLK 000 D-00 —
LOT 8
16
T
♦
\
/
/
/
EX.
PATIO C-412.2
\ /
I
SITE DATA
Feb 202024
m
Co
/
\ ♦,
�g� \
415.38
SITE ADDRESS: 7011 177TH ST SW,
EDMONDS,
WA 98026
I
7 17,—
TAX ACCOUNT NUMBER: 00719300000800
ZONING RS-8
EX. A=410.6
/
EX.
\
RS-8
Zone Corner Flag
SFR
I/
PROP.
ROOF SHED
\
I
TOPSOIL/STOCKPILE NOTE:
/
TOP DECK
PILES ARE TO BE COVERED W/
Setbacks: Required Actual
8
\
PLASTIC SHEETING WITHIN 24 HOURS.
--
2>>
EX. SFR ♦
\
I
33'
Front 2
(1,331 SF) �9.
\
CONTRACTOR TO INSTALL SILT
__
`
I
FENCING WHERE NECESSARY ALONG
Sides 7.5' 8', 19'
�/0
/ S LA
kH
\
PERIMETER IF VEGETATIVE BUFFER
-------- -
s�
/ 1�I BLOC
x (TYP.)
V�
\
\
DOES NOT PROVIDE ADEQUATE
PROTECTION.
Rear 15' 38'
\
\ /
\
\
;
A
Other
HEIGHT CALCULATIONS
Height 25' 22'-4"
408.41 9 S4O CI \�S \ \
pF / EX. ROOF \
\ =410.7 s. OVERHANG
— —408 \ EX. D/W TO BE USED \ \
n AS CONST ENT
SIDE
EX ELEV
A
410.6
B
411.7
C
412.2
D
410.7
UU.
7' UTIL. ESM'T \ I \ TOTAL = 1,645 Know what's below.
/ EX. WATER _� \ \ AF#8302105016 \ \ AVG GRADE = 1,645/4 = 411.3'
Call two business
/�06/ PAE�ER �I \\ \ \ 1 MAXIMUM = 411.3 + 25.0' = 436.3 days before you dig.
/� \\ 408.38 \\ SFR \ I (AVERAGE GRADE + 25' ) BLD2023-0915
EX. WATER
LINE (TYP) � \ \ I GENERAL
// \ 1 1) EXISTING ON —SITE DRAINAGE DISCHARGES TO THE STORM SYSTEM IN THE RIGHT OF WAY
—W AEX. SIDE \ \ 1 — 2) ONLY THE NEW ROOF AREA WILL BE COLLECTED BY SPLASH BLOCKS. THE PITCH OF
SEWER \ \ THE ROOF WILL BE ADJUSTED TO ACCOMMODATE THIS
177TH ST SVV/V/ \ \ I 3) NO FOOTING DRAINS ARE PROPOSED AT THIS TIME REVBweo RESU
- / \ APPROVED ENGINEERING DIVISIONI TESG CITY OF EDMONDS Feb 06 2024
S \ BUILDING DEPARTMENT:
/ EX. PAVEMENT \\ 03/Ofi2024 1) DONE ON SITE PLAN '"""""""""""""""""""""""' CITY OF EDMONDS
2) NO CB NEAR BY BUT WILL ADD FILTER SOCKS TO ANY FOUND DOWNSTREAM. DEVELOPMENT SERVIC
EX. SSMH \ 3) ADD NOTE ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 DEPARTMENT
\ SWMMWW BMP T.5.13.
STRUCTURAL LOT COVERAGE GRADING QUANTITIES: N 4) INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS
CITY OF EDMONDS STANDARDS DETAILS AND ALL OTHER MEASURES THAT MAY
RESIDENCE = 1,331 SF CUT = 10 C.Y. BE REACQUIRED DURING CONSTRUCTION
SHED = 313 SF FILL = 10 C.Y.
ADDITION 1, 271 SF GRADING QUANTITIES ESTIMATED BASED
TOTAL = 1,915 SF / 9,583 SF (0.22 AC) = 20% OMEGA SITE PLAN
MAX. LOT COVERAGE = 35% ON CURRENT SITE INFORMATION & ENGINEERING, INC. MCLAUGHLIN RESIDENCE
LOT AREA = 9,583 ASSUMED EXCAVATIONS NECESSARY ej 2707 Wetmore Avenue
FOR PROPOSED IMPROVEMENTS. 0 10 20 DATE JOB N0. SCALE SHEET
IiiA� SCALE Everett, WA 98201
LOT SLOPE = 4.0% (o)425.903.4852 (f) 425.259.1958 2/5/24 23-0611 1 " = 20' 1 OF 1
OWNER/CONTRACTOR IS RESPONSIBLE FOR P F N
EROSION CONTROL AND DRAINAGE
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S RIJER BOCK RRH
OVDt RbW HOLES
LIEN SOCK WIM)
P SUM IIEIE
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i,
NOTES:
G1W BWN I. CON ZR OR/DEVELOPER SIVLL -I—N
CWBTRUCTION PERIOD. TIMES WRING
L ANY SEDIMENT IN -CH I— N—
SWLL BE REYO�SO WHEN 11- IB
ONE-THIRD _
J. Cm INSPECTIW REWIRED ON ALL
ER El CONTROL BE N. BEE'ORE
OIHEH wORN CNI BEGIN.
TEMPORARY JM—WSIAR mia
CITY OF EDMONDS SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
f+1, t89° APPRorm �: R. ExGlux ER-902
z• . 2' noW/sRu
TO
2' .Ae' 1 sEcuREo
.G
E EWK
IUIIVE WONIILL INIERVI I ..
use STM s ORIRRREURiNOSOTO iTr0115icHR0�
feBRlt TO YRPE
2' . 2' WOOD/BIfEL POSR
WIPE YEBH iDlCE
4 r10ieRicPP— iILTER
BORr eonDY of fE1ER
wTEnui e• TO Ir
e• ux
NOTES:
I. CONTRnCTOR/DE-OPER slue YuxwN .No ENSURE PROPER
EROSION CaRROL TNRWc— PROJECI CITY INSPECTON REOUIRED ON
2. v TO BE PLACED DO—I-E Of caxsmuclwN All EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE u�wx mis
v CITY OF EDMONDS FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPRO.m e'. R. D GE ex ER-900