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PROJECT PATA
1/19/2023
SITE ADDRE55: c120 DAYTON 5T. EDMOND5, AA 98020
OWNER NAME: KEVIN AND AUDREY MOOILL
CURRENT ADDRESS: SAME AS ABOVE
TELEPHONE: 971-400-4529
A55E55OR'5 PARCEL No. 00434206900600 ZONING: R5-6
LEGAL DE5C: CITY OF EDMONDS SLK 069 1:)-00 - ALL LOTS 6-7 $ 8
COUNTY: 5NOHOMI5H JURISDIGTION: CITY OF EDMONDS
CONSTRUCTION TYPE: V - B OCCUPANCY: R3 / U (GARAGE/GARPORT)
PROJECT DESCRIPTION: REPLACE KITCHEN, REMODEL TWO BATHS, VAULT LIVING ROOM CEILING,
REPLACE DECK WITH NEW LARGER DECK AND SLAB BELOW. RELOCATE LAUNDRY, MISG WINDOW AND
DOOR REPLACEMENTS AND CHANGES.
PROJECT AREA 5Q FT
HEIGHT LIMIT CALCULATION
LIVING SPACE NEW EXI5TIN6 TOTAL
REF. DATUM LOCATION: WATER METER LID NW GOR.
FIRST FL
1247
1247
REF DATUM ELEVATION PER SURVEY
SECOND FL
1741
1741
REF. DATUM BASE ELEVATION 251 A2
AVERAGE GRADE (SEE CALG) 258.61
LIV. 5P. TOTAL
2988
2988
MAXIMUM HEIGHT LIMIT IN FT 25.00
GARAGE
472
472
MAXIMUM HEIGHT ELEVATION 253.61
DECK
393
393
PROPOSED HIGHEST (EXIST) ELEVATION 278.30
COV PORCH
105
105
AVE GRADE CALG: NE 260.16, NW 254.625
7r
-
SE 263.53, SW 255.53
MISC. TOTAL 393 550 973
TOTAL 1054.45 / 4 = 258.61
LOT COVERAGE 50 FT
IRG ANP ASEC 2018
LOT AREA 9,900
HEAT 5Y5TEM: NEW HEAT PUMP
MAX PERCENT COVERA6E 550/0
CLIMATE ZONE MARINE AREA 4
MAX GOVERA&E AREA 3,465
VERTICAL GL. 0.50
MAX 6L % N/A
PROP05ED COVERAGE 2,252
OVERHEAD GL 0.50
HEADER R-10
PROPOSED PERGENTAGE 2215%
CEILINS R-49
VAULT R-35
LOT GALL NEW EXISTING TOTAL
WALL (INT) R-21
BELOW GR. R-21
HOUSE
1751
1751
FLOOR R-30
5LA5 EDGE R-10
DECK
393
393
ENERGY CREDIT GALG
GOV PORCH
105
105
ENERGY GREDIT5 REQUIRED NONE
CREDIT METHOD N/A
-I t�F' , L I R�7 -tl h� , IMPERVIOUS SURFACE 50 FT IMPERV. AREA NEW EXISTING TOTAL
-41
ul
r74 Fr CAM
` d vT Lo `
NEW OR REPLACED IMP SURFACE
442
EXISTING IMPERVIOUS TO REMAIN
4,794
PROPOSED TOTAL COVERAGE AREA
5,100
PROPOSED PERCENTAGE
51.52%
ARE EAVES ABOVE EARTH INCLUDED?
YE5
HOUSE/GARAGE
1'751
1-751
PORCH
108
105
PATIO/WALKS
355
378
736
DRIVEWAY
250-1
2307
EAVES AT EARTH
198
198
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NOTES: W U
�7.7W/ � 255e$. 3� ECM f 1. All existing downspouts run to splash blocks. Setbacks: Required Actual
l � .�.� g p p Nothing in the permit approval process shall be *
37 J No new downspouts or changes new roof lines 20' 29'8" V iu
iu
rj interpreted as allowing or permitting the maintenance North
to tie into existing downspout locations. of an y currently existing illegal, nonconforming or --------- � Q
/✓.�/ unpermitted building, structure or site condition which East 51 10` _ z LZl
2. All downstream Catch Basins are to receive O o
is outside the scope of the permit application, regardless (—• �
filter socks per detail ER-902. „
of whether such building, structure or condition is 15 19 6 Z
,V See Page 1-B. South _ W
shown on the site plan or drawing. Such building, M Q �r
!� structure or condition may be the subject of a separate 5' 34` 10" J m
LU
3. All disturbed areas to be compost amended West
per 2019 SWMMWW BMP T.5.13 enforcement action. ---------
11
Height 25--1------
4. Install and maintain all TESC measures
according to the approved plans, City of Edmonds
C standard details and all other measures that may
be required during construction. APPROVED BY PLANNING 1 Q
_ REVISIONS
ENGINEERING DIVISION
APPROVED AS NOTED Aug 30 2023
liar) �(�2 ;��' 08/09/2022
OWNER/CONTRACTOR IS RESPONSIBLE FOR
SITE PLAN
5CALE 1" = 10 FT
EROSION CONTROL AND DRAINAGE NO STORMWATER MANAGEMENT SYSTEM BLD2023-0737
REQUIRED AT THIS TIME. IF NEW AND/OR
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING REPLACED IMPERVIOUS SURFACE EQUALS RESU B
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY 2000SQFT OR GREATER, A STORMWATER Au 08 2023
UTILITIES MAY REQUIRE A SEPERATE PERMIT. MANAGMEMENT SYSTEM MAY BE REQUIRED g
NORTH CITY OF EDMONDS
PER CITY CODES AND STANDARDS DEVELOPMENT SERVICES
DEPARTMENT
CITY OF EDMON DS
PUBLIC WORKS
DEPARTMENT
IiiS12M
BASIN
GRATE
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
CATCH BASIN
NOTES:
1. CONTRACTOR/DEVELOPER SHALT. 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.
WINIIIIIIIIINOWN
REVISION DATE
TEMPORARY JANUARY 2018
SEDIMENT TRAP
FOR CATCH BASINS STANDARD
D ETAI L
APPROVED BY: R. ENGLISH
ER--902
r
BMP - Post -Construction Soil Quality and Depth
Purpose and Description
Naturally occurring (undisturbed) soil and
vegetation provide important stormwater
functions including: water infiltration;
nutrient, sediment, and pollutant
adsorption; sediment and pollutant
biofiltration; water interflow storage and
transmission; and pollutant decomposition.
These functions are largely lost when
development strips away native soil and
vegetation and replaces it with minimal
topsoil and sod. Not only are these
important stormwater functions lost, but
such landscapes themselves become
pollution generating pervious surfaces due
to increased use of pesticides, fertilizers and
other landscaping and household/industrial
chemicals, the concentration of pet wastes,
and pollutants that accompany roadside
litter. Establishing. soil quality and depth
regains greater stormwater functions in the
post development landscape, provides
increased treatment of pollutants and
sediments that result from development
and habitation, and minimizes the need for
some landscaping chemicals, thus reducing
pollution through prevention.
Cross Reference Guide
Soils Assessment
NA
Meets Minimum
Requirements
# 5
Related BMPs
None
CCSM Book 1
Selection Criteria
Sections 2.2 and
Maintenance
CCSM. Book a
Applications, Limitations and Setbacks
Establishing a minimum soil quality and
depth is not the same as preservation of
naturally occurring soil and vegetation.
However, establishing a minimum soil
quality"and depth will provide improved
onsite management of stormwater flow and
water quality. Soil organic matter can be
attained through addition of numerous
materials such as compost, composted
woody material, biosolids, and forest
product residuals. It is important that the
materials used to meet the soil quality and
depth BMP be appropriate and beneficial to
the plant cover to be established. Likewise,
it is important that imported topsoils
improve soil conditions and do not have an
excessive percent of clay fines. This BMP
can be considered infeasible on slopes
greater than 33 percent.
Soil and vegetation provide significant
benefits, including:
■ Water infiltration.
IN Absorption of nutrients, sediments and
pollutants.
■ Biofiltration of sediment and pollutants.
■ Water interflow storage -and
transmission.
• Pollutant decomposition.
These functions are largely lost when
development strips away native soil and
vegetation and replaces it with minimal
topsoil and sod. Establishing in -situ soil
quality and depth regains greater
stormwater functions in the post
development landscape and also minimizes
the need for some landscaping chemicals,
further limiting pollution.
BMP T5.13 - Post -Construction Soil Quality and Depth Building Safety
This BMP is mandatory for all projects required to follow Minimum Requirements #1-- #5 or
Minimum Requirements #1- #g.
MULCH
t
LOOSE /wilh
IChrt tsri �Y11� it�
Y
visible dark
organicLOOSE
OR
FRACTURED
`F.
SUBSOIL
�.
Figure 2.11: Typical Planting Bed Cross-section
(Source: Washington Organic Recycling Council graphic in SMMWW)
Design Criteria
• Retain, in an undisturbed state, the duff
layer and native topsoil to the maximum
extent practicable. In any areas
requiring grading remove and stockpile
the duff layer and topsoil on site in a
designated, controlled area, not adjacent
to public resources and critical areas, to
be reapplied to other portions of the site
where feasible.
■ Areas subject to clearing and grading
that have not been covered by hard
surfaces, used for a drainage facility, or
where the soils have been engineered as
structural fill or slope, shall demonstrate
the following after completion of the
project:
• A topsoil layer with:
o A minimum organic matter
content of 1o% dry weight in
planting beds.
0 5% organic matter content in turf
areas.
o A pH from 6.o to 8.o or matching
the pH of the undisturbed soil.
o A minimum topsoil layer depth of
8 inches except where tree roots
do not allow this.
Subsoils below the topsoil layer
should be scarified at least 4 inches
with some incorporation of the upper
material to avoid stratified layers,
where feasible.
Mulch planting beds with 2 inches of
organic material.
Compost and other materials shall
meet the following requirements for
organic content:
o The organic content for pre -
approved (by Ecology)
amendment rates can be met only
using compost meeting the
compost specification for
BMP T5.1.3 - Post -Construction Soil Quality and Depth Building Safety
Bioretention (BMP T7.30), with
site. Soil that already meets the
rx
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the exception that the compost
depth and organic matter quality
c z
may have up to S5% biosolids or
standards need not be amended.
w
ca
manure. The compost must also
Scarification of subsoils can be
a a
,�- U_
have an organic matter content of
accomplished using mechanical
m w
40% to 65%, and a carbon to
methods such as a rototiller.
a
nitrogen ratio below 25:1. The
carbon to nitrogen ratio may be
U')
as high as 35:1 for plantings
composed entirely of plants
native to the Portland/Vancouver
region.
g
o Calculated amendment rates may
be met through use of composted
material meeting (a.) above; or
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other organic materials amended
w
to meet the carbon to nitrogen
w
ratio requirements, and not
O 8
exceeding the contaminant limits
N o
identified in Table 220-B, Testing
O n
Parameters, in WAC 173-350-
m
220.
■ The resulting soil should be
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conducive to the type of vegetation to
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be established.
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Only one of these methods can be used
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to meet the above criteria for a specific
s-1
area on the site:
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o
• Native vegetation and soil should
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remain undisturbed and protected
tULU
from compaction during
N
construction.
a
■ Amend existing topsoil or subsoil
either at default "pre -approved"
Ln
O
rates, or at. custom calculated rates
V
based on soil tests of the soil and
V
amendments.
• Stockpile existing topsoil during
Q
grading and replace it over disturbed
p
areas prior to planting. Stockpiled
6 Q
topsoil must also be amended if
needed to meet the organic matter or
L)
depth requirements, either at a
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default "pre -approved" rate or at a
o
custom calculated rate.
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■ Import topsoil mix of sufficient
j
organic content and depth to meet
o
the requirements.
■ More than one method may be used
on different portions of the same
BLD2023-0737
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REVISIONS
Aug 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
"AL DESCRIPTIO
(PER STATUTORY WARRANTY DEED RECORDING# 202112100853)
TOPOGRAPHIC & BOUNDARY SURVEY
LOTS 6, 7 AND 8, BLOCK 69, PLAT OF THE CITY OF EDMONDS,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF
PLATS AT PAGE 39, RECORDS OF SNOHOMISH, WASHINGTON.
BASIS OF BEARINGS
ACCEPTED A BEARING OF N 01.16'15" E BETWEEN MONUMENTS
FOUND ALONG THE CENTERLINE OF 9TH AVE S, CALCULATED
USING NAD 83(2011) WASHINGTON STATE PLANE COORDINATES
PER GPS OBSERVATIONS.
REFERENCES
R1. CITY OF EDMONDS BLA PLN 20180010, AUDITOR'S FILE NO.
201810035011, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
VERTICAL DATUM
NAVD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: PK NAIL W/ RED WASHER
LOCATION: SET IN CURB ON N. SIDE OF DAYTON ST.
ELEVATION: 255.02'
SURVEYOR'S NOTES
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN
NOVEMBER OF 2022. 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. 00434206900600.
5. SUBJECT PROPERTY AREA PER THIS SURVEY IS 9,900 ±S.F.
(0.23 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.
IIIIIIIIIIIII
111119E G END
ASPHALT SURFACE
NAIL AS NOTED
BENCHMARK
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PAVER SURFACE
®
BRICK SURFACE
P ❑
POWER METER
XSZSZS�S&
BUILDING
POWER (OVERHEAD)
P
CENTERLINE ROW
PP O
POWER POLE
0
CONCRETE SURFACE
O
REBAR AS NOTED (FOUND)
®
DECK
RETAINING WALL
FENCE LINE (CHAIN LINK)
ROCKERY
X X
FENCE LINE (WOOD)
SS
SEWER LINE
�.._..�
GRAVEL SURFACE
(�)
SEWER MANHOLE
J-
GUY ANCHOR
SD
STORM DRAIN LINE
HEDGE FOLIAGE LINE SIZE
TYPE O
TREE (AS NOTED)
IJ
INLET (TYPE 1)
W
WATER LINE
LUM
LUMINAIRE
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WATER METER
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MONUMENT (IN CASE, FOUND)
WV
WATER VALVE
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VICINITY MAP
N.T.S.
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FOUND MON IN CASE
BRASS DISK, DOWN 0.3'
VISITED 03/2021
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FOUND IRON PIPE
AT PROP COR
VISITED 03/2021
W W W W-
249.4 _T
7IMCB(TYPE 1)
=247.22'
IE 12"CMP(SW.)=244.67'
249.7-. APPROX. LOCATION
F WATER PER CITY 252.39-
RECORDS
jSIDM
0SD
SDSD
� SSD
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CB
(TYPE 2)
-_250.10K_
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SD�S
RIM=247.07'
_251.04
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SSCO
IE
12"CMP(NE.)=245.52'
IE
8"PVC(SW.)=244.57'
SET PK NAIL
252.30
"
IE
8"CMP(SE.)=244.12'
W/ WASHER
IE
12"CMP(W.)=241.02'
AT PROP COR
WM
WM
252.57
K 50.98 7
x 3
52.99
VERT. BM
SITE TBM
ELEV=255.02'
N 88'43'45" W
270.00' A
(HELD R1)
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ID217 2 � 257.34 IE 4"PVC(S.)=253.25'
257.18257_34 25 .41 IE 8"CMP(NW.)=253.00'
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FENCE COR :2sz4.7= . zsa.aK 4.s �iw
.° ..•. •GATE: :neni 253.4x 255.3x 256.377,
0.7'E OF LINE & 1.VS s1.3 N4 '•: FENCE COR OUND REBAR/CAP
FROM PROP COR : • •`' ' • , ' " 0.1'N OF LINE & 0.5'W LS# 14490
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Aug 08 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
- BLD2023-0737
INDEXING INFORMATION
NW
a
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SECTION: 24
TOWNSHIP: 27N
RANGE: 03E, W.M.
COUNTY: SNOHOMISH
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JOB NUMBER: 222124
DATE: 11118122
DRAFTED BY: IDV/GKD
CHECKED BY: CSP
SCALE: 1 " = 10'
REVISION HISTORY
SHEET NUMBER
1 OF 1