APPROVED PLN_ENG RESUB1 BLD2022-0616+SITE_Plan+6.15.2022_11.58.15_AM+2933983 2CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
CATCH BASIN
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
vnivi i --SIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN
THIS APPLICATION AT ALL TIMES DURING
CONSTRUCTION PERIOD.
2. ANY SEDIMENT IN CATCH BASIN INSERT
SHALL BE REMOVED WHEN INSERT IS
ONE-THIRD FULL.
3. CITY INSPECTION REQUIRED ON ALL
EROSION CONTROL METHODS BEFORE
OTHER WORK CAN BEGIN.
TEMPORARY
SEDIMENT TRAP
FOR CATCH BASINS
APPROVED BY: R. ENGLISH
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS -\
hii ii WIRE MESH FENCE
_ TO SUPPORT FILTER
� FABRIC
BURY BOTTOM OF FILTER
Co
N MATERIAL 8" TO 12"
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-902
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R — 9 00
C11'
WALNUT ST \ /
N 88045'22X' W 659.25' CALC'D (660' PLAT) /
SS _ — /
-SS - - SS —'LSS /— — —
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-S S S S S S S S\ S S S S S S�—S S S SI�
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PH u _ � P �
— — — — El N 88'22" W 59.92' 60' P % — — L L = = 00 6ENCHMARK:
_45
— — ( S �— CB RiM,,�e2OO.�
REFER TO SUR
O
INSTALL FiLTER — — — — 6" DEC
FENCE OR STRAW
— +
-
WADDLES PER �04--
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EBUi�EXIPOP
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NOINCREASE 1
LENGTH OR HE
ALLOWED
EX WOO \ \\
I /752 WA I NUT ST\ I STEP, P BUiLDI \
ALLSTR W _ I a HL 11 ,�� EDMONDS,�fNA 98020 \�� E I I ' 0 EVG \
VLES P R K ,L i INTERIOR KEIMODEL AND I
OF EDM NDS I — SMALL ADD 1�pRC I
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LOT 2 I Cad NEW DECK 1 E ,ISTiNG FRONT YARD Q
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_ ILI LOCATION I 20-0
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POSED NE_I -IN PATIO — I — 212—
CKFILE I o I I — 6" E G I uJ
STiON, COVER I I _J
'LASTiC I _ _ `� I r a.
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----L_____________ Y���— ILn �16
---♦-------1----
659.15' CALC'D (660' PLAT) N 88°46'07" W 59.92' A —
1N&TALL FiLTER /
(60' PLAT) , 'FENCE OR STRAW
SITE PLAN
SCALE: I" =10'
NOTES:
1. REFER TO STRUCTURAL AND GEOTECHNiCAL ENGINEER.
2. REFER TO SURVEY
3. RE -INSTALL PERMANENT VEGETATION iN AREAS
DISTURBED BY CONSTRUCTION. REFER TO GEOTECH REPORT.
2�6 WADDLES PER /�
CiTY OF EDMONDS
BMP
GUR5 EX GUiDERAiL
ADD GUTTERS/DOWNSPOUTS
AND SPLASHBLOCKS
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
N
AVERAGE EXISTING GRADE
POINT
ELEVATION
A
204.5'
g
2055
C
212.6'
D
212.4'
835 SF/4=
208.8' = 208'-9 5/8" (ROUND TO NEAREST INCH)
AVERAGE GRADE=208'-10" HEIGHT LIMIT = 233'-10"
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
Jdl Ulga,"u 06/16/2022
VV
APPROVED BY PLANNING
c
Jun 27 2022
Zone RS-6 Corner
Y Flag N
Setbacks:
Required
Actual
Street
20'
N > 20'
Side
5'
S > 5'
Side
5'
W > 5'
Street
20'
E > 20'
Height
25'
<25'
* SETBACKS
LISTED ARE TO
AREAS OF
PROPOSED WORK.
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97�6 REGISTERED
ARCHITECT
X7
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
+ D E SI G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 04/27/2022
REV 1: 6/15/2022
PERMIT SET
SITE PLAN
RESUB
Jun 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
02
ONCLE:GAL DESCRIPTION
. M
(PER STATUTORY WARRANTY DEED RECORDING# 201204190326)
LOT 3 CITY OF EDMONDS OF SNOHOMISH COUNTY SHORT PLAT
NUMBER S-22-76, ACCORDING TO THE SHORT PLAT RECORDED
JUNE 16, 1976 UNDER AUDITOR'S FILE NUMBER 7606160169, IN
SNOHOMISH COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
OF BEARINGS
NAD83(2011) WASHINGTON NORTH ZONE PER GPS
OBSERVATIONS THE SOUTH LINE OF THE SOUTHWEST
QUARTER OF SECTION 24, TOWNSHIP 27N, RANGE 3E, W.M.,
BEARS N 88°46'07" W BETWEEN FOUND MONUMENTS.
�������ENCESM
R1. RECORD OF SURVEY, REC. NO. 200407295007,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
R2. RECORD OF SURVEY, REC. NO. 201904025003,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
E;�WK VERTICAL DATUM
NAVD88 PER GPS OBSERVATIONS
SURVEYOR'S NOTES d M
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
JULY OF 2021. THE FIELD DATA WAS COLLECTED AND RECORDED
ON MAGNETIC MEDIA THROUGH AN ELECTRONIC THEODOLITE.
THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD
NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR
CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE
COURSE OF THIS SURVEY UNLESS OTHERWISE NOTED.
3. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON INFORMATION PROVIDED TO US, BY
OTHERS OR GENERAL INFORMATION READILY AVAILABLE IN THE
PUBLIC DOMAIN INCLUDING, AS APPLICABLE, IDENTIFYING
MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED
BY TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION
SHOWN ON THESE DRAWINGS ARE FOR INFORMATIONAL
PURPOSES ONLY AND SHOULD NOT BE RELIED ON FOR DESIGN
OR CONSTRUCTION PURPOSES; TERRANE IS NOT RESPONSIBLE OR
LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF
UTILITIES NECESSARY FOR DESIGN AND CONSTRUCTION, PLEASE
CONTACT THE SITE OWNER AND THE LOCAL UTILITY LOCATE
SERVICE (800-424-5555).
4. SUBJECT PROPERTY TAX PARCEL NO. 00434209201900.
5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 6,524f S.F.
(0.15 ACRES)
6. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST
THAT ARE NOT SHOWN HEREON.
7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE
MEASURED FROM THE FACE OF THE SIDING UNLESS OTHERWISE
NOTED.
8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD
MEASUREMENTS WITH A CALIBRATED ELECTRONIC 5-SECOND
TOTAL STATION AND/OR SURVEY GRADE GPS OBSERVATIONS.
ALL ANGULAR AND LINEAR RELATIONSHIPS ARE ACCURATE AND
MEET THE STANDARDS SET BY WAC 332-130-090.
LEGEND
*]
AREA DRAIN
; ;
NAIL AS NOTED
0
ASPHALT SURFACE
PH ❑
POWER HAND HOLE
®
BRICK SURFACE
P ❑
POWER METER
666666�
BUILDING
P
POWER (OVERHEAD)
CENTERLINE ROW
PP O
POWER POLE
CONCRETE SURFACE
0
REBAR & CAP (SET)
RETAINING WALL
�79'L��
ROCKERY
DECK
SS
SEWER LINE
X X
FENCE LINE (CHAIN LINK)
(V)
SEWER MANHOLE
FENCE LINE (WOOD)
STORM MANHOLE
G
GAS LINE
SD
STORM DRAIN LINE
G ❑
GAS METER
SIZE TYPE Oo
TREE (AS NOTED)
GV A
GAS VALVE
UT
UTILITY LINE
r _ J
GRAVEL SURFACE
W
WATER LINE
HEDGE FOLIAGE LINE
WM 1
WATER METER
❑0
INLET (TYPE 1)
WVM
WATER VALVE
►��
MONUMENT IN CASE (FOUND)
YARD LIGHT
TMH(-)
TELEPHONE MAINTENANCE HOLE
RAILING
VICINITY
MAP
N.T.S.
OPOGRAPHIC & BOUNDARY SURVEY.
CB (TYPE 1)
RIM=199.40' T°°e6 CB (TYPE 1)
IE(N.) 6"CONC=197.65' N RIM-202.28'
IE(SE.) 8"CONC=197.50' IE(N.) 6"PVC=200.13'
IE(E.) 6"PVC=197.60' N IE(W.) 6"PVC=200.08'
OQ 40
SD SD
APPROX. LOCATION
W W PER RECORDS (TYP)
�W W W W W W W W W W WvW W
� �wv w
SSMH gb u� SSMH
RIM=188.60' RIM=2 .67'
IE(E./W.) 8"CONC=182.75'(C.C.) WALNUT ST IE(W.) 8"CONC=192.57'(C.C.) FOUND MON IN CASE
N IE(E. 8"CONC=196.22'(C.C.)
BRASS DISK, DOWN 0.7'
I N 88.45 2,�" W 659.25' CALC'D �660' PLAT) o
s -
I w S
SD H
o RIM=201.69'
N - I N Z IE(NW.) 8"CONC=196.49'
IE(NE.) 8"CONC=197.49'
SD
IE(E.) 12"CONC 196.44'
SD SD SD - � I o„ �� SD IE(S.) 8"GONG=196.59' 3
SDMH
RIM=195.19' IE(W.) 12"CONC=194.49' PERAPPPS. LOCATION
IE(N.) 18"CONC=186.99' PER PSE MAP
� �,.� p � (SW PIPE NOT OBSERVE
N Q163066
IE(S.) 6"GONG=188.69' G � _ �
E(E.) 12"CONC=189.04, � G cv - I 3
IE W. 12"GONG=188.74 '9 CONC Gv G
IE(W.) SET PK NAIL W/ WASHER 6 99 RAMP o°
6.00'N OFFSET •CU 9' ti 1 I zoa.16
TO PROP COR s
A. • • • ~ •� T, U o.5 UT UT UT UT T UT UT -
A .. e • ,Lo• °• p• • A
96.72 ° CUR top 5� o° 4
� P P . PP P P P P, 1 •2d s5
WM gg 3, o. i ° ° ° P
IP P P
PH[] 88°45'22" W 59.92' PL6 T LOCK ti
19z3 ) AL ° APPROX. LOC TIO 206.03
AD 199 4 202.3 SET PER PAINT MA K (TYP)
RIM=197.55' w 2p3.3 No
REBAR/CAP
16" D 0 ti° � SO
SD SD 2036 SD SD
2
204. y V 202
2p"
P -O
PP
2° �10 CB TYPE 1 E WM W W W 82 W W oh CB (TYPE 1)
h a? RIM (200.83) SO CB (TYPE 1) IM=205.05'
-E4o /SE ) 53' � RIM=201.88' IE(W.) 8"PVC=203.05'
IE(NE 12"GONG=195
-E4
U
w
Lo
r,
r
O
n.
-E4
M
IE(NW.) 8"CONC=198.48'
N ° IE(E.) 8"CONC=198.53'
ti (2)24' PIN IO
WOOD (�'
_ STEP EAVE `},\
� x204.5 DECK 205.17
I I /G G G
204.36 sO\ , " / -03 x206.3
FENCE COR G m
0.6'E 7.62o5
.6 30' o
_
oy� ?0sa G E w U ROW -�
ti >
N /G/ 0 Iw zos.o D
G G�� 1g0
0
6" D C(CLUSTER) G Q P�Og� ` I I D
2 CB (TYPE 1)
J oODcC6 -0�� C �C-1 OVERHANG o S 3 RIM=204.08'
w ��� cy' O E(NW.) 12 CONC=200.08
p �, P oo� ° �/J o IE(SE.) 12"PVC=200.18'
0 2 �5 Lti WOOD 205
Q os �° STEPS o �` 0 zos.7o (SW PIPE NOT OBSERVED)
DECK do
H LY -I 8" L�J
Uj
-20 .58 ~ 3
-1 �6o Q 8" EVG
HOUSE N0. 752 1 ti°• -1 zos 205g3 `SO
O FF EL=207.8' FOOTPRINT=1,510f S.F. 02 \
3 Y
b �i 7 '206.Sila 96+' o' O 206, N 6 /
0> > I .17..9 2
N ♦ 7
w00
jBLOCK oO
0 N toe 00 WALL
FENCE 06
0.7'E �� O
BLDG
OVERHANG W
p� DECK I N 3
-00
��1x 2JJ 2. N '
- > `- °'Q ul
p
18" DEC STEPS DI w IW
w O
ti9 � 20>
Z titi N I O v 3
N �P�� a N
I I AD z ppN U D
213
FENCE END a
0.8'E
�� N -
�� FOUND PK NAIL
FOUND MON IN CASE `Z� W/ WASHER
IRON PIPE, DOWN 1.0' ldk 0.04'S OF LINE &
0.04'W FROM PROP COR
1291.92' HELD R1 659.15' CALC'D (660' PLAT)
Malty S1 BASIS OF BEARINGS
- N 88.46.07" W 2612.02' MEAS.
(2612.13' R1) (2612.06' R2)
l e
s�
Maple way
J.
. -
Maple 5t- 3 - n
Maple St
Yost Pool
Alder Sr
BeckLo SITE
752 Walnut StEdmonds,
WA 98020, USA
>'
Holly or
Cedar St
�
A�0lfj
Spruces[
��_Spirm
3
STEEP SLOPE/BUFFER DISCLAIMER:
Ty
ua
y
THE LOCATION AND EXTENT OF STEEP SLOPES SHOWN ON THIS DRAWING ARE FOR
�
Hemlock Way E4Wemlack 5t
m
INFORMATIONAL PURPOSES ONLY AND CANNOT BE RELIED ON FOR DESIGN AND/OR
rn
In
2141h PI SW
CONSTRUCTION. THE PITCH, LOCATION, AND EXTENT ARE BASED SOLELY ON OUR
Laurel St
�
GENERAL OBSERVATIONS ON SITE AND OUR CURSORY REVIEW OF READILY AVAILABLE
w
PUBLIC DOCUMENTS; AS SUCH, TERRANE CANNOT BE LIABLE OR RESPONSIBLE FOR
THE ACCURACY OR COMPLETENESS OF ANY STEEP SLOPE INFORMATION. ULTIMATELY,
n
Pine St
216th St SW
THE LIMITS AND EXTENT OF ANY STEEP SLOPES ASSOCIATED WITH ANY SETBACKS OR
OTHER DESIGN OR CONSTRUCTION PARAMETERS MUST BE DISCUSSED AND APPROVED
I�
CIDBY
THE REVIEWING AGENCY BEFORE ANY CONSTRUCTION CAN OCCUR.
Forsyth Ln y
L
Q
217th St
ma's
BLDG
0
OVERHANG a M=206.54'
N , cos c� ro ao
00 0 3
p°ag Po M
_ N (4)6, DEC o z11, w t^
z12.a9 212.60 EAVE ° ��
CB (TYPE 1) 1-5 6" EVG
RIM273215.15' Q 0
IE(NE.) 1 "CONC=211.25' / Z
IE(SW.) 12 C=211.50'\� 213.2{
00 6" EVG
213 9'
N214
213.5 '2144
'8 274.2, `,
WOOD WALL sz 15.4,
HEDGE
2�S
EDGE OF 96
ASPHALT
3
N 88°46'07" W 59.92'
(60' PLAT) 6 SET
- CONC WALL
o
REBAR/CAP /
22
21T 217.9x
CB (TYPE 1)
RIM=217.31'
IE(NE.) 12"PVC=212.31'
IE(SW.) 8"PVC=212.31'
�k
6
r16-32 0.00' 632.7T CALC'D
�9 (632.81' R2)
2216.3 �6�
276
IDERAIL �?
Z 60
FOUND MON IN CASE
BRASS DISK, DOWN 0.7'
INDEXING INFORMATION
NW
4
NE 4
SW4
SE
4
SE 1/4 SW 1/4
SECTION: 24
TOWNSHIP: 27N
RANGE: 03E, W.M.
COUNTY: SNOHOMISH
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JOB NUMBER: 211437
DATE: 0810312021
DRAFTED BY: RSN
CHECKED BY: JGM/DRT
SCALE: ill = 10'
CITY OF EDMONoDS
DEPARTMENT
SHEET NUMBER
1 OF 1