APPROVED RESUB ENG PLN 1 BLD2023-0287+Site_Plan+8.17.2023_2.17.32_PM+3732653ACCEPTABLE TIGHTLINE
MATERIAL:
SDR 35
SCH 40
N-12
F810 HANCOR
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
ANCHORS REQUIRED ON
PIPES OVER 20% (TYP).
INSTALL AS DIRECTED BY
CB#2
THE GEOTECHNICAL
RIM:208.65
ENGINEER OF RECORD.
IE: 198.50:
CO. #5
INSTALLED WITH CIVIL
RIM: 214.00'
GRADING PLANS. PROVIDE
IE: 211.00'
SILT PROTECTION AFTER
INSTALLED WITH CIVIL
INSTALLATION
GRADING PLANS
C.O.#4
RIM:213.00'
1 .6 sn
0
IE:216.00'
w
IE: 208.90'
INSTALLED WITH CIVIL
GRADING PLANS I .6
70.91
I
W I ,
N
O
o I ,
I
RETAINING WALL PER z
STRUCTURAL& GEOTECH
PLANS. TYPE OF WALL
DETERMINED ON SITE
UTILITY EASEMENT
AFN-202006240176 CONTINUES
OFF -SITE TO NORTH & SOUTH
ENDS OF IRON VISTA PROJECT
PER CIVIL GRADING PLANS
CB #3
RIM: 211.01'
IE: 204.50'
INSTALLED WITH CIVIL
GRADING PLANS. PROVIDE
SILT PROTECTION AFTER
INSTALLATION
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE: 12/29/2023
CRY BY:
ENGINEERING DIVISION
0 0
0 0
N N
30.00
PATIO
UNCOVERED
224.00'
220.00'
Noise generated by mechanical
equipment must meet the
standards in ECC 5.30
CB #6
RIM: 248.17'
4" TIGHTLINE PVC IE: 243.85'
FOOTING DRAINS FROM INSTALLED WITH CIVIL GRADING
HOUSE & RETAINING PLANS. PROVIDE SILT PROTECTION
WALLS TIE INTO CO#5 AFTER INSTALLATION
INVERT FOR INTERIOR
STRIP DRAIN OR CB DOWNSPOUT
RIM: 246.76 -
TIE INTO CO#3 ti
o
/ N OUTDOOR UNIT OF 5.0 15.00
C; o m DUCTLESS HEAT PUMP r _
" - 12.0 24.0 --- I
o IE:245.5 I
IE:222.00'r F.S.-246.84' I I /rDRIVEWAY
@ DR OPEN'G
4.0 3 CAR GARAGE ,n T
I OVER LIVING
SPACE II I
r• I 611 PVC
IE:244.76 II 1 ( 1
20.0 SD SD
N o 1X" POLY WATER LINE II
A/IPF
PATIO
NCOVERE
225.00' I cm
o
W/TRACER�
8.000
I
SEWER CLEANOUT
COVERED
PORCH
W/IN 2' OF HOUSE
I
PORCH I
RIM: 226.50
13.0
IE: 218.00:
OVER LIVING I
I
SPACE I
3 STORY RESIDENCE
J
1 STORY + 2 BASEMENTS
TOE: 220.00
0TOP:224.00' 3RD SUBFLR 247.40'
I
SUBFL- 237.161
Ir
1ST FUR SLAB - 226.92'
41.0
�QVOS\OESE p�0� � T B ` - - - o m - -
s RPNCNORS @ N
m
N 89° 1523" W \'\ 137. 00'
SIDE SEWER STUB
INSTALLED WITH CIVIL �( �cb CB #4
GRADING PLANS RIM: 244.8SSC4
IE: 2AC20 IE-IN: 235.25'
RIM: Z1 206.7 IE-OUT:232.80'
RIM: 2,LY.1'S'213
IE-N:206.50' INSTALLED WITH CIVIL
IE-S: 206.40' GRADING PLANS. PROVIDE
INSTALLED WITH CIVIL SILT PROTECTION AFTER
GRADING PLANS INSTALLATION
PER FILL/GRADE CIVILS, BLD2022-0926
s R� (mmj
i.
KEY
]' MIN INID
swc flRF ulal�ox ocrA►
oh: rw+ M E. PIPS uusr
RE FRW 11 9UDE PIPEC /.
5-R 8EDM W PIKL DVf
5� DIANCIER L/Ji!>W.
I
1
IE: 24544 1I
25142
DETENTION VAULT INSTALLED.
PER CIVIL GRADING PLANS.
EASEMENT TO BE DRAFTED &
RECORDED WITH CIVILAS BUILTS.
APPROVED BY PLANNING
Auq 29 2023
t..1
.4
OWNER'S INFORMATION
LANDSVERK QUALITY HOMES
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
CITC Ar)r1DCCC
19126 94TH AVE W
EDMONDS, WA 98020
TAX PARCEL NUMBER
00434600006104
POWER, PHONE, CABLE & GAS
STUBBED TO EDGE OF EASEMENT
PER CIVIL GRADING PERMIT
1% " POLY WATER LINE
W2/TRACER WIRE STUBBED TO
J-2
EDGEOF EASEMENT PER CIVIL
GRADING PERMIT
C.O. #3
RIM: 247.00'
I E: 244.75'
INSTALLED WITH CIVIL
GRADING PLANS
DRIVE AISLE &
THICKENED EDGE
INSTALLED PER
CIVIL GRADING
PLANS
I RETAINING WALL PER
CIVIL GRADING PLANS
ACCESS & UTILITY EASEMENT
AFN-1926981 CONTINUES
OFF -SITE TO 94TH AVE W
II
20.00
EASEMENT
Zone
RS_12 ; Corner _ N
N
_ Flag
Setbacks: Required
Actual
Front
25'
N/A
Sides
10'
10'
Rear
25' J
N/A
Other
____
25' '
24'8"
Height
LEGAL DESCRIPTION
THE SOUTH 88 FEET OF THE NORTH 176 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,
SUBJECTTO EASEMENTS, RESTRICTIONS AND
RESERVATIONS OF RECORD.
ALSO KNOWN AS PARCEL 2, CITY OF EDMONDS SHORT
SUBDIVISION #S-52-66, RECORDED UNDER RECORDING
NO.8710230442
HEIGHT RESTRICTION CALCS
A - 242.65'
B - 227.73:
C - 227.52
D - 239.90'
937.80' /4 = 234.45' AVE GRADE
25.00' MAX HT. ALLOWED
259.45' ALLOWED HEIGHT
259.13' ACTUAL HIGHEST POINT
HOME TO BE
EQUIPPED WITH 13D
FIRE SPRINKLER
1 EV READY PARKING SPACE
REQUIRED PER ECDC 17.115
DRAINAGE
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
12,056 SQ. FT. TOTAL LOT AREA
440 SQ. FT. ACCESS EASEMENT
11,616 SQ. FT. NET LOT AREA
2600 SQ. FT. BUILDING AREA
11,616 SQ. FT. NET LOT AREA
22.38% LOT COVERAGE
IMPERVIOUS CALCS
2933 SQ. FT. ROOF AREA
690 SQ. FT. DRIVEWAY & BACK OUT
74 SQ. FT. WALKWAY
466 SQ. FT. LOWER PATIOS
4163 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.
SEE APPROVED FILL & GRADE PLAN FOR UTILITIES
FROM MAIN ROAD, DRIVE AISLE -FIRE LANE,
DRAINAGE, AND IMPERVIOUS INFORMATION
SILT FENCE
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 T 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
DATUM POINT:
WITH THE CIVIL GRADING PERMIT.
4. EASEMENTS SHOWN ON SITE PLAN ARE CURRENTLY
RIM: 269.76(
RECORDED. ANY CHANGE IN EASEMENTS WILL BE
SAN. SEWER MANHOLE
Il(0X))C) COMPLETED IN CONJUNCTION WITH THE AS BUILT
LOCATED IN 94TH AVE W
DRAWINGS AT COMPLETION OF THE CIVIL GRADING
AS SHOWN ON PAGE 1.1
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
per city standards that is caused or
occurs during the permitted project.
NORTH
SCALE: 1' = 20.0' R E S U B
BLD2023-0287 Aug7 2023
10 5 0 10 20 g
CITY OF EDMONDS
DEVELOPMENT SERVICES
SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMITCOM DEPARTMENT
DATE
8-3-23
SITE PLAN
IRON VISTA LOT B
19126 94TH AVE W
EDMONDS, WA 98020
DRAWN
1CR
REVISION
-
REVISION
-
REwsION
-
I
I
I
I
--
PROPOSED
RES
I
I
I
DETENTION VAULT INSTALLED PER
— — — CIVIL GRADING PLANS — —
i
LOT B
POWER, PHONE, GAS, CABLE TO
BE INSTALLED PER CIVIL GRADING
PLAN IN ACCESS & UTILITY
EASEMENT
MAINTAIN T MIN. HORIZ. & 1'
' 4.74 MIN. VERTICAL SEPARATION
BETWEEN WATER SERVICE & DRY
1Y2" POLY WATER LINE W/TRACER I I UTILITIES. TYPICAL THROUGHOUT
WIRE FROM 1" METER LOCATION I
@ 94TH AVE W PER CIVIL
GRADING PLAN
I I
DRIVE AISLE TO BE CONSTRUCTED
WITHIN ACCESS & UTILITY
EASEMENT PER CIVIL GRADING i
I I PLANS
I I I i
i 1 WATER METER
\ INSTALLED PER CIVIL
GRADING PLAN
L I �`
7 — -- -- -- -- -- -- --
L--------------------------------
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE 12/29/2023
BY.
CITY ENGINEERING DMSION
OWNER'S INFORMATION
LEGAL DESCRIPTION
LANDSVERK QUALITY HOMES
THE SOUTH 88 FEET OF THE NORTH 176 FEET OF THE WEST 137 FEET
24113 56TH AVE W
OF TRACT 61, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT
MOUNTLAKE TERRACE, WA 98043
THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON.
SITE ADDRESS
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES
IRON VISTA LOT B
AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND 1926982,
19126 94TH AVE W
RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND,
EDMONDS, WA 98020
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
TAX PARCEL NUMBER
RECORD.
00434600006104
ALSO KNOWN AS PARCEL 2, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230442
DATUM POINT:
RIM: 269.76
SAN. SEWER MANHOLE
� NORTH
S('AI F• 1' = 2n n'
DATE
8-3-23
SITE PLAN -OVERVIEW
IRON VISTA LOT B
19126 94TH AVE W
EDMONDS, WA 98020
DRAWN
1CR
REVISION
-
REVISION
-
REVISION
-
10 5 0 10RESUB
Aug 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LQH LLC
24113 56TH AVE W .
Lo MOUNTLAKE TERRACE, WA 98043
OFFICE - 425-742-2742
II �
li
� b
6»
-I f -
1
All
Ov
FILTER SOCK TO
PROTECT CATCH
BASIN
SILT FENCE TO EXTEND BEYOND
CONNECTION POINT OF ON -SITE
UTILITIES TO INFRASTRUCTURE
INSTALLED UNDER THE
GRADING PERMIT
APPROVED FOR CONSTRUCTION
CITY1/29/2023 S
DATE:
CITY ENGINEERING DMSION
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
FILTER SOCK TO
PROTECT CATCH
RACIIU
CONSTRUCTION
ENTRANCE PER STANDARD
DTL ER-901 PG 2.1
PROTECT GRATED OPENING OF
DETENTION VAULT DURING
CONSTRUCTION
OWNER'S INFORMATION
LEGAL DESCRIPTION
LANDSVERK QUALITY HOMES
THE SOUTH 88 FEET OF THE NORTH 176 FEET OF THE WEST 137
24113 56TH AVE W
FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS, ACCORDING TO
MOUNTLAKE TERRACE, WA 98043
THE PLAT THEREOF 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 B
UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND
19126 94TH AVE W
1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND,
EDMONDS, WA 98020
SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
TAX PARCEL NUMBER
RECORD.
00434600006104
ALSO KNOWN AS PARCEL 2, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230442
SILT FENCE
DATUM POINT:
269.76
SAN.SEWE
SAN. SEWER MANHOLE
LOCATED IN 94TH AVE W
AS SHOWN ON PAGE 1.1
NORTH
016
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
PER149<SWMMWW BMPT.5.13
2019
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
8-3-23
TESC PLAN
IRON VISTA LOT B
19126 94TH AVE W
EDMONDS, WA 98020
DRAWN
R
REVISION
RevlsloN
REVISION
RESUB
Aug 17 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 FENCEDETAIL
C2.1 NIS CITY OF EDMONDS STD DTL ER-900
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE 12/29/2023
BY; 7
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} 1g9� 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
FSt. 189,3
DETAIL
ER-902
APPROVED BY: R. ENGLISH
3 TEMPORARYSEDIMENT TRAP
C2.1 NTS CITY OF EDMONDS STD DTL ER-902
DATE
8-3-23
TESC DETAILS
IRON VISTA LOT B
19126 94TH AVE W
EDMONDS, WA98020
DRAWN
JAR
REVISION
-
RevisioN
REvisioN
RESUB
Aug 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LQH LLC
24113 56TH AVE W
LN MOUNTLAKE TERRACE, WA 98043 2.1
OFFICE - 425-742-2742
EXISTING TREE TO BE
361
TREE PROTECTION PER
1_ REPORT 37
EXISTING TREES 381
NUMBERED PER FULL
PROJECT ARBORIST 9
REPORT �JJ
40
1
411
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE~ 12/29/2023
CITY ENGINEERING DIVISION
REVIEWED 11/8/23
SEE COMMENT LETTER
DP 960 pb wvr,
OWNER'S INFORMATION
LANDSVERK QUALITY HOMES
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
CITF Ar)nRFCC
I MU INVUIH LUI 13
19126 94TH AVE W
EDMONDS, WA 98020
TAX PARCEL NUMBER
LEGAL DESCRIPTION
THE SOUTH 88 FEET OF THE NORTH 176 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,
SUBJECTTO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF
RECORD.
00434600006104 ALSO KNOWN AS PARCEL 2, CITY OF EDMONDS SHORT SUBDIVISION
#S-52-66, RECORDED UNDER RECORDING NO.8710230442
TREE REPLACEMENT CALCULATIONS - ENTIRE IRON VISTA PROJECT
PROJECT RETAINS 54%OF THE EXISTING TREES. PER ECDC 23.10.060(G) FEES IN LIEU ARE
WAIVED & REPLACEMENT IS NOT REQUIRED FOR TREES GREATER THAN OR EQUAL TO 24"
DBH. TREES BETWEEN 6" AND < 24" REQUIRE REPLACEMENT PER 23.10.080(A)
Existing Trees
Significant trees
50
on Site
0
Non -viable =dead or "poor" condition, subject
to review: Trees #_
Non -viable trees
TOTAL # SIGNIFICANT, VIABLE TREES
50
Retained viable trees
in critical areas
16
Trees # 36-51
Total # viable trees in
Proposed Tree
developable area
21
Retention
Viable =assessed in at least Fair condition,
Retained viable trees
subject to review: Trees # 1-11
in developable area
11
TOTAL # RETAINED
VIABLE TREES
27
# REMOVED
TOTAL
VIABLE
TREES
REPLACEMENT
REQ'D
DBH
RATIO
NEW
Viable tree removals
RANGE
QTY.
TREES
6-10"
14
x1= Quantity?
Proposed Tree
that require
10.1-
Removals
mitigation:
23
&
Trees # 12-34
14"
1
x2 = Quantity?
32
Required
14.1-
5
x3 =Quantity.
Replacements
24„
>24"
3
Appraised Value
Total*
Nonviable tree
0
Note: mitigation (planting/fees in lieu) is not
removal: Tree #
required for removed, non -viable trees.
TOTAL #REMOVALS
23
30% of viable trees in
11 /21
Applicant meets/exceeds the minimum 30%
Tree
developable area
= 52%
—
tree retention threshold.
Retention
50% of viable trees,
27150
*Applicant meets/exceeds minimum 50% tree
Thresholds
site -wide
= 54%
retention threshold, waiving fees in lieu.
REPLACEMENT TREES REQUIRED: 32
REPLACEMENT TREES PLANTED: 38
NORTH
DATE
DRAWN
8-3-23
JCR
TREE REPLACEMENT PLAN
IRON VISTA LOT B
19126 94TH AVE W
EDMONDS, WA 98020
REVISION
-
aEVISION
aEVISION
TREE REPLACEMENT LEGEND
�6
EVERGREEN TREE
NEWLY PLANTED REPLACEMENT TREE.
SPECIES TO BE DETERMINED BY
AVAILABILITY & ADHERENCE TO EDMONDS
CODE
DECIDUOUS TREE
NEWLY PLANTED REPLACEMENT TREE.
Ox8
SPECIES TO BE DETERMINED BY
AVAILABILITY & ADHERENCE TO EDMONDS
CODE
14 TOTAL NEW TREES PROPOSED FOR LOT B
32 REPLACEMENT TREES REQUIRED FOR
ENTIRETY OF THE IRON VISTA PROJECT.
THESE TREES SHALL BE PLANTED AND/OR
FEE -IN -LIEU PAID FOR LOTS A, B & C.
PER ECDC 23.10.080
DECIDUOUS TREES SHALL BE 1/2" MIN.
CALIPER
EVERGREEN TREES SHALL BE 6' TALL MIN.
ALL REPLACEMENT TREES TO BE PLANTED
ALONG WITH OTHER LANDSCAPING AT THE
END OF CONSTRUCTION. PROTECTALL
LANDSCAPING AFTER PLANTING. PROVIDE
PROTECTED TREE NOTICE ON TITLE PER
ECDC 23.10.085.
RESUB
Aug 17 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LQH LLC
24113 56TH AVE W
LN MOUNTLAKE TERRACE, WA 98043 3.0
OFFICE - 425-742-2742