SEE REV1 APPROVED ENG PLN RESUB2 BLD2023-0908+Site_Plan+11.9.2023_12.52.56_PM+3891828ABBREVIATIONS LIST
ABOVE FINISH FLOOR '
FOR
ENGINEER OF RECORD
OSB
ORIENTED STRAND BOARD
ADJ
ADJUSTABLE
EQ
EQUAL
OH
OVERHANG
1AFF
ADDL
ADDITIONAL
(E)
EXISTING
P.
PANTRY
ALTER
ALTERNATE
EXT
EXTERIOR
L
PARALLAM
AB
ANCHOR BOLT
F.O.
FACE OF
PC
PIPE COLUMN
& or'
AND
FIN
FINISH
PL;or
PLATE
ANGLE
FIX
FIXED
PLY
PLYWOOD
ARCH
ARCHITECT
FIXT
FIXTURE
PSF
POUNDS/SQUARE FOOT
@
AT
FLR
FLOOR
PREMAN
PREMANUFACTURED
AWN
AWNING
FT
FOOT or FEET-
PT
PRESSURETREATED
BD
BARN DOOR
FTG
FOOTING
REINF
REINFORCING
am
BEAM
FDN
FOUNDATION
REQ
REQUIRED or REQUIREMENT
BRNG
SEARING
FRMG
FRAMING
R
RISER or RADIUS or FRIDGE
BED
BEDROOM
GAL
GALLON
RD
ROAD
BILK
BLOCK
GAR
GARAGE
RM
ROOM
BLKDN
BLOCKDOWN
GLB
GLUE -LAMINATED BEAM -.
RO _...ROUGH
OPENING
BLKG
BLOCKING
GST-
GUEST
SCHED
SCHEDULE
BOTT
BOTTOM
GYP
GYPSUM BOARD
S/W
SHEAR WALL
BO
BOTTOM OF
HF
HEM FIR
SHTG
SHEATHING
BLDG
BUILDING
HNGR
HANGER
SHT
SHEET
CAB'
CABINET
HD'R
HEADER
SIM
SIMILAR
CASE
CASEMENT
HGT
HEIGHT
SIMP
"SIMPSON" BRAND
CLG
CEILING
HT
HEIGHT
SPEC
SPECIFICATION
CENTERLINE
HD
HOLDDOWN
SQ
SQUARE
CLR
CLEAR
HSS
HOLLOW STRUCTSTEEL
STD
STANDARD
CL
CLOSET
HORIZ
HORIZONTAL
STIFF
STIFFENER
COL
COLUMN
HB
HOSE BIB
STOR
STORAGE
CONE"
CONFERENCE
HR
HOUR
STRUCT
STRUCTURAL
CONSTR
CONSTRUCTION
INSUL
INSULATION or INSULATED
SIP
STRUCTURAL INSULATED
CONT
CONTINUOUS
INT
INTERIOR
PANEL
D
DRYER
IRC
INTERNATIONAL
SUB
SUBCONTRACTOR
DTI'
DETAIL
RESIDENTIAL CODE
THK
THICK
DIET
DETECTOR
JST
JOIST
T&G
TONGUEANDGROOVE
DIAG
DIAGONAL
KITCH
KITCHEN
TBD
TO BE DETERMINED
DIAor
DIAMETER
KP
KING POST
TO
TOP OF
DIM
DIMENSION
LAUN
LAUNDRY
TRAP
TRAPEZOID
D/W
DISHWASHER
L
LINEN
T
TREAD
DR
DOOR
LOC
LOCATION
TDL
TRUE DIVIDED LITE
DBIL
DOUBLE
MANUF
MANUFACTURED or
TYP
TYPICAL
DF
DOUG FIR
MANUFACTURER
LION
UNLESS OTHERWISE NOTED
DN
DOWN
M
MASTER
LINO
UNLESS NOTED OTHERWISE
DRW
DRAWER
MAX
MAXIMUM
UP
UP
"DS
DOWNSPOUT
MECH
MECHANICAL
VER
VERIFY
DTC
DROPPED TOP CORD ,
MSL
MICROLLAM_'
VIF
VERIFY IN FIELD
EA
EACH
MIN
MINIMUM
VSL
VERSALLAM
ES
EACH SIDE
(N)
NEW
VERT
VERTICAL
EW
EACH WAY
N/A
NOTAPPLICABLE „_
VG
VERTICAL GRAIN
E.0
EDGE OF
NTS
NOTTO SCALE
W
WASHER
ELEV
ELEVATION
O.0
ON CENTER
WIN
WINDOW
ENGR
ENGINEER
IOPP
IOPPOSITE
W/
IWITH
0/S/T/W: SW-36-27N-3E
•1 II��A� ,. I 1■ ! • I.1 9/ C%Tl 1_1 ri /rl-'1Cn[% 1•'f f-1"fl AT !'1C f-l1l"f f-bT nl f-AIwl ol 1Z a /•1�• 4/+
.. k wi i v � JIVIHLL F'rlVJCIa I r t:rS 011 C r'L-NIN INV 1 G0:,
N TO DOWNSPOUTS TO SPLASHBLOC.KS. DOWNSPOUTS AND
ALL DISTURBED SOILS SHALL BE — — — — 3 O GUTTERS S
- C DRAINAGE SHALL NOT NEGATIVELY IMPACT NEIGHBORING PROPERTIES OR
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR TD THE CITY'S RIGHT OF WAY
TOh Of 4. SILT/ FILTER FENCE TO BE INSTALLED PER CITY STANDARD DETAIL ER-900
APPROVED EQUAL.
TO� �P_Ofo � ., • - 5. FILTER SOCKS SHALL BE ADDED: TO ANY CATCH BASINS DOWNSTREAM FROM
12-1��vi��` THE CONSTRUCTION SITE. SEE CITY STANDARD DETAIL ER-902
. ICI i71)
ENGINEERING DIVISION �32Z,�i� _ I`� I u 6. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMPT.5.13.
APPROVED AS NOTED
12/05/2023
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACEDIMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY RE REQUIRED
PER CITY CODES AND STANDARDS
2' x 2' WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2' 14 GA
WIRE FABRIC EQUAL
1 7 INSTALL AND MAINTAIN ALL TESL MEASURES ACCORDING TO APPROVED PLANS
Noise generated by mechanical f!N rL,_0
r MI s� CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE
equipment must meet the r = 3U ..to � REQUIRED DURING CONSTRUCTION.
4' 69( TO �- -x -
standards In ECC 5.30 ��i �r �.12�r�a�l' r �0r°t C?H\/f_ WP_r s,P_w HOT 51t10 re I D I NL
o ovs�
siTE PLAN pFWkAGE N07ES
Nothing in .h r II walls. The r shall fall a
. Not i g t e permit approval process shall be g drain surface water away from foundation was e grade
_ ;. wd_ O Lots shall be graded to dr
Interpreted as allowing or permitting the maintenance J minimum 6 Inches within 10 feet:
_ . _ within 1 feet
of an currentl -exists illegal, -n nonconforming or 7__ _ Exception: Where lot Tines, walls, slopes or other physical prohibit 6 inches of fait wit 0
�o g :• .- p p
un ermitte buildin structure or site condition which _ I drains or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces
p d g,_. _
_OF— —1
from the building. SEC. R401.3
_✓ i%lY v within 10 feet of the,building foundation shall sloped a minimum of:2 /o away bu ( )
is outside the scope of the permit application, regardless 9 p y 9
of whether such' building, structure or condition is /p` /-..- {L� D i—/ J
O X .305,5 I�� �� I y TREE NOTES
1" _ 6 _ . _ 3d,�. _ _
shown on the site plan or drawing. Such building, ^�
- - • m
may 1. NO TREES I1��1 ARE PROPOSED TO BE REMOVED AS PART OF THIS PROJECT
structure or condition mbe the subject of a separate � _ ,
,. r ®� l� SIP\ �� _ � . P I �' _ � � � 5 � I (Q ��`(Lk�-I `
enforcement action.
_I ON SITE PARKING NOTES' `
_ I� � � _: .,` L, � � (� < � .
� 1. (2) 8.5 x 16.5 SPACES IN DRIVEWAY LABELED AS P1 AND P2
GRAVEL SURFACE
APPROVED BY PLANNING e - — _ 2. WIDEN EXISTING DRIVEWAY TO THE WEST WITH NEW, PACKED SU
I. ` -- PART F THE OFF STREET PARKING SPACES.
Nov092023 /� �� I� Y"� FOR Q O
•- : • � � z ,� Pam- �o i � �� �Z.
3. EXISTING PACKED GRAVEL SURFACE'TO EAST OF DRIVEWAY TO INCLUDE PANT OF
A4- THE OFF STREET PARKING SPACES
OWNER/CONTRACTOR IS RESPONSIBLE FOR
4. PROVIDE NEW LANDSCAPING BETWEEN WIDENED PARKING AREA AND PROPERTY LINE.
EROSION CONTROL AND DRAINAGE
0 t �' 10 " LANDSCAPING SHALL BE SUCH THAT PLANTS DO NOT EXCEED & IN MATURE HEIGHT AND
N U 10 5 1 �/
;P DC]GVGnIT vI=W1rI GC GQLIAA r1,QIX/IA1(, IRI RIrZWT nF %AIAV Riwnm l PRr)PPPTV I IMP \/PHI(:I P
NATIVE BACKFILL MATERIAL I r L
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2' x 2' WOOD/STEEL POSTS
WIRE MESH FENCE
'o TO SUPPORT FILTER
I FABRIC
N
I BURY BOTTOM -0F FILTER
MATERIAL 8' TO 12'
NOTES.
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
..EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN-
REVISION DATE
'CITY OF EDMONDS FILTER FABRIC FENCE JANUMY 2018-
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
a.': �....�•. DEPARTMENT DETAIL
Fsi 1g9� APPROVED BY: R. ENGLISH ER-900
DO
0 �O
�O
c:..GRATE
FILTER SOCK WITH
.� OVER FLOW HOLES
(TYP)
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
a . CATCH BASIN
:K
e
NOTES:
-- _ - CATCH BASIN 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.
REVISION DATE
TEMPORARY JANUARY 2018
CITY OF EDMONDS SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
189Q, - APPROVED BY: R. ENGLISH ER-902
ZNtUN
ACCESS TO OFF STREET PARKING IS LIMITED TO THE EXISTING 10 WIDE ASPHALT DRIVEWAY.
BUILDING COVERAGE - MAX ALLOW = 35%
(E) SHED = 192 SQ. FT.
(E) HOUSE = 1440 SQ. FT.
(N) COVERED PORCH = 216 SQ. FT.
(N) ADDITIONS = 443 SQ., FT.
TOTAL BLDG COVERAGE = 2291 SQ. FT.
2291 SQ. FT./ 9100 SQ. FT = 25%
MAX ALLOW BUILDING HEIGHT = 25'
CORNER ELEVATIONS
A=305.7' B=306.3' C=306.5' D=305.5'
A + B + C + D=1224.0 = 306.0' AVERAGE BASE HEIGHT'
MAX ALLOWED HEIGHT= 306.0' + 25' = 331.0'
MAX PROPOSED HEIGHT OF ADDITION=322.2'
() l�{�`�1 I'i°�(zI�I(� �i Ulu►
l�eAY_
45 sa Fr
(E) ROOF AREA
= 2,093 SQ. FT.
(E) DRIVEWAY
= 250 SQ. FT.
(E) WALKWAYS, DECKS, PATIOS
7*0 SQ. FT.
REPLACED IMPERVIOUS SURFACE
= 80 SQ. FT.
(AREA OF (E) PAVERS AT (N) COV PATIO)
(N) ROOF AREA
604 SO, FT,
TOTAL IMP SURFACES
=
= 3,652 SQ. FT.
(N) + REPLACED IMPERVIOUS AREAS
= 72-0I. SQ. FT.
BLD2023-0908
X304.7 835 , 3 0-
1 304.4
Psp�
302.9 N 88°10'51" W
304.2
304.6 N 88° 10'51 " W 90.42'
TBM-A MH
FND: CONC. MON WITH 2" DOMED
BRASS DISC + "X" STAMP. -0.4'
IN CASE (3/22)
4
d
0 0 10 20 30
w BE BE
Scale 1 " = 10
MERIDIAN
ASSUMED
DATUM
NAVD 88
CONTOUR INTERVAL = 2'
EQUIPMENT & PROCEDURES
FIELD SURVEY CONDUCTED USING A COMBINATION OF GPS USING A
REFERENCE NETWORK AND A 5" ELECTRONIC TOTAL STATION WAS USED
FOR THIS FIELD TRAVERSE SURVEY.
SURVEY PROCEDURES MEET OR EXCEED STATE STANDARDS AS SPECIFIED
BY W.A.C. 332-130 WITH REGARD TO LINEAR AND ANGULAR CLOSURES.
ALL MEASURING INSTRUMENTS FOR THIS SURVEY HAVE BEEN MAINTAINED
ACCORDING TO MANUFACTURES SPECIFICATIONS AND HAVE BEEN
COMPARED WITH A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE
WITHIN THE LAST 12 MONTHS.
BENCHMARKS
ORIGINAL BM: 4"X4" CONC. MON WITH 2" BRASS CAP, STAMPED
"LS29291" -0.3' IN CASE, IN CENTER CUL-DE-SAC
WOODWAY LANE.
WSDOT DESIGNATION: WOODWAY
ELEV. = 358.87
TBM - A: SET MAG NAIL.
ELEV. = 304.31
TBM - B: SET HUB + TACK.
ELEV. = 306.11
GENERAL NOTES
1. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF
A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS
INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
2. UNDERGROUND UTILITIES WERE LOCATED BASED ON THE SURFACE
EVIDENCE OF UTILITIES (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS,
LIDS ETC.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION
AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3. TREE SIZES WERE LOCATED & SPECIES DETERMINED TO THE BEST OF
OUR ABILITY. HOWEVER, TYEE SURVEYORS DOES NOT WARRANT THE ACCURACY
OF SIZE & SPECIES SHOWN HEREON. ANY TREES CONSIDERED TO BE
CRITICAL SHOULD BE VERIFIED BY A TRAINED ARBORIST. TRUNK MEASURED 4'
ABOVE GROUND, DRIP LINE DIAMETER IN FEET.
4. THIS MAP DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
5. NO PROPERTY CORNERS WERE SET IN CONJUNCTION WITH THIS SURVEY.
6. THE BOUNDARY FOR THIS SURVEY WAS COMPUTED USING THE PLAT OF
H.K. SCHROEDER'S REPLAT OF FOREST GLEN, AS RECORDED IN VOLUME 15
OF PLATS, PAGES 25 AND 26, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON.
7. THE PURPOSE OF THIS TOPOGRAPHY SURVEY IS TO AID IN THE DESIGN
OF THE ADDITION TO THE STRUCTURE ON THIS SITE.
8. THE CONTOURS SHOWN ARE FROM DIRECT FIELD OBSERVATIONS TO A
VERTICAL AND HORIZONTAL POSITIONAL ACCURACY OF ONE-HALF OF THE
STATED CONTOUR INTERVAL.
9. UTILITIES SHOWN HEREON FROM FIELD MEASUREMENTS OF SURFACE
EVIDENCE.
LEGAL DESCRIPTION
PER STATUTORY WARRANTY DEED, RECORDING NO. 200302270396, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
LOT 16, BLOCK 4, H.K. SCHROEDER'S REPLAT OF FOREST GLEN, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGES 25 AND 26,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF
SNOHOMISH, STATE OF WASHINGTON.
PARCEL NUMBER: 00564900401600
SW1 /4, SW1 /4, SEC. 36, T. 27 N., R. 3 E., W.M.
CITY OF EDMONDS, WASHINGTON