APPROVED ENG PLN RESUB 2 PLN -BLD2022-1035+Site_Plan+8.1.2023_1.55.23_PM+3700873iRS-1-2
-----
Zone ---.-= Corner N Flag Setbacks: Required Required Actual
Front - L.5
Sides AT 101
nC�'
Rear Other
J--
Other --n--�CC---
------------
Height LJ,-' -45,
APPROVED BY PLANNING
Aug 08 2023
CBI
RIM: 208.E
I E:198.5
INSTALLED WITH CIN
GRADING PERMIT. PROVII
SILT PROTECTION AFT[
INSTALLATIC
UTILITY EASEME
AFN-202006240176 CONTINL
OFF -SITE TO SOUTH END
IRON VISTA PROJECT PER CIVIL
GRADING PL
ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
OWNERICONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
UTILITY EASEMENT
AFN-202006240176 CONTINUES
OFF -SITE TO 190TH PL SW ;
N 89' 15 23" W 137.00'
O J I
TOE: 222.00' 0 00 - - - - 1� C 1 O
-----------TOP:224.00' - r
RETAINING WALL PER
STRUCTURAL& GEOTECH
PLANS. TYPE OF WALL
DETERMINED ON SITE TOP:
TOE:
71.30
TOP: 224.00'
PATIO TOE: zzo.00'
UNCOVERED
PATIO
TOP:220.00' UNCOVERED
TOE:216.00' 224.50' 00
O
4" IGHTLINE PVC
FOOTINGi RAINS FROM
HOUSE RETAINING
WALLSTIEINTOCO#1 IE:219.00',
ANS C.O. #1 1
RIM: 211.00'
IE W: 207.00'
IE NE: 207.10'
INSTALLED @ EDGE OF EASEMENT
PER CIVIL GRADING PERMIT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 10/23/2023
ENGINEERING DIVISION
mmmmmmmmomp
40.5
3 STORY RESIDENCE
1 STORY +2 BASEMENTS
3RD SUBFLR - 247.00'
2ND SUBFLR - 236.76'
1ST FUR SLAB - 226.52'
0
SEWER CLEANOUT o
W/IN 2' OF HOUSE
RIM: 224.50'
1 �
I �
I �
D
'
I
I
O0
IE:245.65' 1
1 10.00
BSBL I
f~i '
25.2
12.5
1
I
0
COVERED;
PORCH
PVCI
o0
TI IGHTIjINE
ROOF DRAIN
141
IE: 218.00' 8.0 4.5 ; 'a
B BA
STRIP DRAIN OR C.04
RIM:246.28 EV 1 a 1 UT
TIE INTO CO#2 & CB#6� I1 9 3 51ACE C
.' %
IE: 21500'COVERED
IE:222.00' 1
I
F.S. - 246.44'
IE:217.00'.4------->c.
PORCH
@DROPEN'GI
Nx
2 CAR GARAGE
OVER LIVINGIE:210.00'y'"
OVER
E/S�OSPACE
SPACEING
E: 245.20'
36.0
L �-- -
OWNER'S INFORMATION
LANDSVERK QUALITY HOMES
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
CITF Ar)nRFCC
IMUIN V1_)I1A LUI A
19128 94TH AVE W
EDMONDS, WA 98020
TAX PARCEL NUMBER
LEGAL DESCRIPTION
THE NORTH 88 FEET OF THE WEST 137 FEET OF TRACT 61,
EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND
UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND
1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND,
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
RECORD.
00434600006102 ALSO KNOWN AS PARCEL 1, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230442
TOP: 251.00'
TOE: 247.00'
RETAINING WALLAS REQ'D TO
-TIE INTO RETAINING WALL
INSTALLED WITHIN EASEMENT
PER CIVII GRADING PFRMIT
Z
24515' 120.00
- s p OUTDOOR UNLIT OF I n N
DUCTLES$ HEA-T,,'UMP ' 'ci
N 89'15'2307 W 137.00'
SIDE SEWER STUB / / 1Y2" POLY WATER LINE ; /6" PVC ROOF
IE:208.50' / W/TRACER WIRE DRAIN
SSCO #1 INSTALLED PER CIVIL
RIM: 211.34, GRADING PERMIT C.O. #2
IES:208.30' CO RIM:247.00' Cb Q
IE NE: 208.40' "V "V IE: 245.00' INSTALLED PER
CIVIL GRADING PERMIT
INSTALLED PER CIVIL
GRADING PERMIT 1Y2" POLY WATER LINE
W/TRACER WIRE STUBBED TO
EDGE OF EASEMENT PER CIVIL
GRADING PERMIT
B.
vr� JpMT1
SMPE PIPE �CMDM DETUL
ME MfE T VDE NI5�NAST
4-17 6ECn0N OF PIPE ME
SDE DI4NE1EA LMGEN-
SPECIAL INSPECTIONS REQUIRED FOR
PIPE ANCHORS. SEE AGREEMENT WITH
FILL/GRADE #BLD2022-0926
a' MN
2.�l�•, - ._�F-'; , MIN
IMm uw 1-am ma '
10.06-=
BSBL J
HEIGHT RESTRICTION CALCS
A - 239.00'
B - 224.62'
C - 228.15'
D - 243.44'
935.21' /4 = 233.80' AVE GRADE
25.00' MAX HT. ALLOWED
258.80' ALLOWED HEIGHT
258.73' ACTUAL HIGHEST POINT
HOME TO BE
EQUIPPED WITH 13D
FIRE SPRINKLER
1 EV READY PARKING SPACE
REQUIRED PER ECDC 17.115
ACCESS & UTILITY EASEMENT
15.00 AFN-1926981 CONTINUES
OFF -SITE TO 94THAVE W
ENSURE INLET
POWER, PHONE, CABLE &GAS
PIPE FROM
STUBBED TO EDGE OF EASEMENT
P_ERCIVIL GRADING PERMIT
SUBJECT SITE IS
1/10TH HIGHER
CB#6
RIM:248.17'
ELEVATION THAN
12.00 1E:243.85'
THE OUTLET PIPE.
INSTALLED WITH CIVIL GRADING
f PLANS. PROVIDE SILT PROTECTION
DATUM POINT:
1 AFTER INSTALLATION
\ DRIVE AISLE REDUCES TO
12' WIDE AFTER LOT B
DRIVEWAY
MAINTAIN 3' MIN. HORIZ. & 1'
MIN. VERTICAL SEPARATION
BETWEEN WATER SERVICE & DRY
UTILITIES. TYPICAL THROUGHOUT
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMITCOM
R: 1.
ROOF DRAINS & FOOTING DRAINS SHALL BE CONNECTED
TO THE STORM SYSTEM PER THE APPROVED CIVIL GRADING
PLANS.
ROOF DRAINS SHALL CONNECTTO THE DETENTION SYSTEM
IN THE DRIVE AISLE.
FOOTING DRAINS FOR THE HOUSE & RETAINING WALSL
SHALL CONNECTTO THE LOWER STORM DRAIN LINE TO
THE WEST.
LOT COVERAGE CALCS
12,055 SQ. FT. TOTAL LOT AREA
120 SQ. FT. ACCESS EASEMENT
11,935 SQ. FT. NET LOT AREA
2588 SQ. FT. BUILDING AREA
11,935 SQ. FT. NET LOT AREA
21.68% LOT COVERAGE
IMPERVIOUS CALCS
2921 SQ. FT. ROOF AREA
684 SQ. FT. DRIVEWAY & BACK OUT
77 SQ. FT. WALKWAY
492 SQ. FT. LOWER PATIOS
4174 SQ. FT. TOTAL IMPERVIOUS AREA
CUT & FILL
ALL CUT & FILL TO BE REDISTRIBUTED TO SITE.
APPROX.100 CUBIC YARDS TO BE USED AS
FINAL GRADE AT LOW AREAS, CRAWL SPACES &
FINISHED REAR YARDS.
REFER TO SEE APPROVED FILL & GRADE PLAN FOR UTILITIES
#BLD2022-0926 FROM MAIN ROAD, DRIVE AISLE -FIRE LANE,
DRAINAGE, AND IMPERVIOUS INFORMATION
SII T FFNC F
SEE TESC PLAN FOR SILT FENCE DETAILS & NOTES
GENERAL UTILITY NOTES
1. MAINTAIN T HORIZ. & 1' VERT. SEPARATION BTWN
ALL DRY AND WET UTILITIES
2. IF THE RIM TO INVERT ELEVATION EXCEEDS 5' THEN
ATYPE 2 CATCH BASIN IS REQUIRED
3. ALL UTILITIES WILL BE STUBBED TO INDIVIDUAL LOT
PER THE CIVIL GRADING PERMIT. LOCATIONS SHOWN
PER CIVIL GRADING PLANS & SUBJECT TO CHANGE DUE
TO SITE CONDITIONS. ALL LOCATIONS SHALL BE
CONFIRMED WITH AS BUILT DRAWINGS PROVIDED
WITH THE CIVIL GRADING PERMIT.
4. EASEMENTS SHOWN ON SITE PLAN ARE CURRENTLY
RECORDED. ANY CHANGE IN EASEMENTS WILL BE
COMPLETED IN CONJUNCTION WITH THE AS BUILT
DRAWINGS AT COMPLETION OF THE CIVIL GRADING
PERMIT. SFR BUILDING PERMIT SHALL NOT BE FINALED
PRIOR TO ALL REQUIRED EASEMENT CHANGES BEING
RECORDED.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way RES U B
per city standards that is caused or
occurs during the permitted project.
SCALE: 1' = 20.0' Aug 02 2023
10 5 0 10 20
269.76
SAN.SEWE
SAN. SEWER MANHOLE
LOCATED IN 94TH AVE W
AS SHOWN ON PAGE 1.1
NORTH
CITY OF EDMONDS
BLD2022-1035 DEVELOPMENT
DE ARTMENRVICES
DATE
8-1-23
SITE PLAN
IRON VISTA LOT A
19128 94TH AVE W
EDMONDS, WA 98020
DRAWN
JCR
REVISION
-
REVISION
-
REwsION
-
LQH LLC
24113 56TH AVE W . 0
MOUNTLAKE TERRACE, WA 98043
OFFICE - 425-742-2742
PROPOSED
RESIDENCE
WATER LINE & DRY
UTILITIESTO BE
STUBBED TO EDGE OF
EASEMENT PER CIVIL
GRADING PERMIT.
12" POLY WATER LINE W/TRACER
WIRE FROM 1" METER LOCATION
@ 94TH AVE W PER CIVIL
GRADING PLAN
LOT A
I I
I I
I I
I
I I
I
I
I
i
I
POWER, PHONE, GAS, CABLE TO
INSTALLED PER CIVIL GRADING
)/-BE
PLAN IN ACCESS & UTILITY
EASEMENT
DETENTION VAULT INSTALLED PER
GRADING PLANS
I I
I MAINTAIN T MIN. HORIZ. & 1'
I I CIVIL
1470
MIN. VERTICAL SEPARATION
BETWEEN WATER SERVICE & DRY
UTILITIES. TYPICAL THROUGHOUT
I
I
I I DRIVE AISLE TO BE CONSTRUCTED
WITHIN ACCESS & UTILITY
EASEMENT PER CIVIL GRADING
PLANS
I
I
1" WATER METER
\\
INSTALLEDGRADING
i
PLAN
-------------------L-\--
LL----
\----------
/
I
_lam
FAPPROVED' FOR CONSTRUCTION
Y OF EDMONDS
10/23/2023
CRY ENGINEERING DMSION
L-------------------------------- k
OWNER'S INFORMATION
LEGAL DESCRIPTION
LANDSVERK QUALITY HOMES
THE NORTH 88 FEET OF THE WEST 137 FEET OF TRACT 61,
24113 56TH AVE W
EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF
MOUNTLAKE TERRACE, WA 98043
RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SITE ADDRESS
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND
IRON VISTA LOT A
UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND
19128 94TH AVE W
1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND,
EDMONDS, WA 98020
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
TAX PARCEL NUMBER
RECORD.
00434600006102
ALSO KNOWN AS PARCEL 1, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230422
DATUM POINT:
RIM: 269.76
SAN. SEWER MANHOLE
DATE
8-1-23
SITE PLAN -OVERVIEW
IRON VISTA LOT A
19128 94TH AVE W
EDMONDS, WA 98020
DRAWN
JCR
REVISION
-
REVISION
-
REwsION
-
RESUB
Aug 02 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
NORTH
SCALE: 1' = 30.0'
10 5 0 10 20
LQH LLC
24113 56TH AVE W
LN MOUNTLAKE TERRACE, WA 98043
OFFICE - 425-742-2742
OWNER'S INFORMATION
LEGAL DESCRIPTION
V, <o cb O v
\
1
\
LQ
�`` \ \ • I it , �,
\ \`
1 \
1
�
I
FILTERSOCK TO
PROTECT CATCH
/
1 1 j
If it 11 i �
X
SILT FENCE TO EXTEND BEYOND
CONNECTION POINT OF ON -SITE
UTILITIES TO INFRASTRUCTURE
INSTALLED UNDER THE
GRADING PERMIT
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 10/23/2023
CITY ENGINEERING DIVISION
SILT FENCE PER
GENERAL NOTE
�co
O JOv'VcOvOv OVA 1V ;V
—J N89.15 2X W -137 00"
1
TOCKPILE TO BE I I li
CQVERED WI�`FHIN
\ 24 HOURS
I
PRnpmm
IiffRpll9A\l%ol
I
\ 1I
/I Al
/'
/ /
,
N, 89.1,5 23," W 137.00
rye! �D� ��o
� � � c � c\l (IV
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OFF -SITE TREE
-PROTECTION PER
ARBORIST REPORT
�V�O
�/�� �/��
0���
Zq.B
C
�ry q
1 cv
LANDSVERK QUALITY HOMES
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
SITE ADDRESS
IRON VISTA LOT A
19128 94TH AVE W
EDMONDS, WA 98020
TAX PARCEL NUMBER
00434600006102
OFFSITE TREE PROTECTION
' I APPROVED 11/9/23 DP
I �
1 li i
I
1;11 1'I I ill
l it
Illi 1/ i' / 10 l
1 li li i I I W
I II
1 i i i i O i
I
Z CONSTRUCTION
I�ENTRANCEPERSTANDARD
1 k DTL ER-901 PG 2.1
FILTER SOCK TO
PROTECT CATCH BASIN
NORTH
0.0
®eaaa�®e�aa�®®eaaa�®®®eaaaie01
THE NORTH 88 FEET OF THE WEST 137 FEET OF TRACT 61,
EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND
UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S. 1926981 AND
1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND,
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
RECORD.
ALSO KNOWN AS PARCEL 1, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230422
SILT FENCE
EROSION & CONTROL MEASURES SHALL BE PUT IN
PLACE PER THE NOTES & DETAILS OF THE FILL &
GRADE PLANS UNTIL SUCH TIME AS THAT PERMIT IS
CLOSED OUT.
IF DISTURBANCE OF LOT A OCCURS AFTER THE FILL &
GRADE PERMIT IS CLOSED OUT INSTALL A SILT FENCE
ON THE DOWNHILL SIDE OF DISTURBANCE &
ADJACENTTO ANY WATER EROSION/SOIL CONTROL
MEASURES. MAINTAIN THROUGHOUTTHE
CONSTRUCTION. PROVIDE POSITIVE DRAINAGE FROM
STRUCTURE. SEE STANDARD DTL ER-900 ON PAGE 2.1
CATCH BASIN PROTECTION
INSTALL FILTER SOCKS PER STANDARD DTL ER-902 ON
PAGE 2.1 IN ALL CATCH BASINS DOWNSTREAM OF
CONSTRUCTION SITE.
AMENDED SOILS
ALL DISTURBED AREAS TO BE COMPOST AMENDED
PER 2014 SWMMWW BMPT.5.13
TESC GENERAL NOTES
INSTALL AND MAINTAIN ALL TESC MEASURES
ACCORDING TO THE APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS, AND ALL OTHER
MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
DATE
8-1-23
TESC PLAN
IRON VISTA LOT A
19128 94TH AVE W
EDMONDS, WA98020
DRAWN
R
IEVISION
aevisioN
aEvisioN
RESUB
Aug 02 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LQH LLC
24113 56TH AVE W
LN MOUNTLAKE TERRACE, WA 98043 2.0
OFFICE - 425-742-2742
2' x 2" WOOD/STEEL
FILTER FABRIC SECU
TO 2' x 2' 14 GA
WIRE FABRIC EQUAL
NATIVE BACKFILL MATERIAL
FILTER FABRIC MATERIAL IN CONTMOUS ROLLS
USE STAPLES OR WIRE RNGS TO ATTACH
FABRIC TO WIRE
2' x 2' WOOD/STEEL POSTS 1
WIRE MESH FENCE
TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF 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 JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH ER-900
1 FILTER FABRIC FENCE DfTAlL
C2.1 NIS CITY OF EDMONDS STD DTL ER-900
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE 10/23/2023
BY:
CITY" ENGINEERING DIVISION
1S
4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBUC RIGHT—OF—WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE
4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS-
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
-PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL
LENGTH TO BE DETERMINED
BY CITY INSPECTOR.
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
® PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
s} tg9� APPROVED BY: R. ENGLISH ER-901
2 STABILIZED CONSTRUCTIONENTRANCE
C2.1 NOT TO SCALE CITY OF EDMODNS STD DTL ER-901
SIN
FILTER SOCK WITH
J OVER FLOW HOLES
(TYP)
BASIN
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
REVISION DATE
CITY OF EDMONDS
SEDIMENT TRAP
JANUARY 2018
PUBLIC WORKS
FOR CATCH BASINS
STANDARD
DEPARTMENT
DETAIL
ER-902
APPROVED BY: R. ENGLISH
3 TEMPORARYSEDIMENT TRAP
C2.1 NTS CITY OF EDMONDS STD DTL ER-902
DATE
8-1-23
TESC DETAILS
IRON VISTA LOT A
19128 94TH AVE W
EDMONDS, WA98020
DRAWN
JAR
REVISION
-
RevisioN
REvisioN
RESUB
Aug 02 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LQH LLC
24113 56TH AVE W
LN MOUNTLAKE TERRACE, WA 98043 2.1
OFFICE - 425-742-2742