APPROVED ENG PLN_BLD2020-1378+Site_Plan+12.16.2020_10.39.50_AM+1950299APPROVED BY PLANNING
K
Dec 21 2020
ENGINEERING DIVISION
APPROVED AS NOTED
THE PROJECT IS LOCATED WITHIN THE
DOWNTOWN AREA. FOR HAUL ROUTES,
UTILIZE 196TH, PUGET, SR-104, AND 3RD.
12/31 /2020
FUTURE CONSTRUCTIN MAY BE
SUBJECT TO IMPACT FEES IF THERE
IS NO CONSTRUCTION WITHIN 12
MONTHS.
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.
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.
City Of Edmonds
Building Department
Work DEMO SFR AND DETACHED GARAGE
Address 323 DALEY ST
Owner DALEY ST B❑ILDERS
Approved Date
Building Official
Permit Number BLD2020-1378
IF THE SIDE SEWER (FROM THE
PROPERTY LINE TO THE HOUSE) IS NOT
PROPOSED TO BE RE -USED, THEN IT
SHALL BE CUT AND CAPPED AT THE
PROPERTY LINE.
IF PLANNING TO REUSE THE EXISTING
SIDE SEWER, THE LINE MUST BE CUT
AND CAPPED AT LEAST 20' FROM THE
EXISTING AND/OR PROPOSED
FOUNDATION, WHICHEVER IS CLOSEST
TO THE PROEPRTY LINE.
elev 56.75
cE + + + construction entrance/wash off area - quarry spawls or equal to prevent soil runoff PER ER-901 (SEE ATTACHED)
proposed clearing limits
cs moss= moss= construction erosion socks for stormwater runoff PER ER-902 (SEE ATTACHED)
FF —.—.—filter fabric fence for erosion control and site access protection PER ER-900 (SEE ATTACHED)
sP stockpile for proposed protected excavation soils STOCKPILE TO BE COVERED WITHIN 24 HOURS.
demo symbols key
alley
existing grave
ExistingIN pron line 126.34'
r � 58 elev 58.25 e v 59.7
CL FF
FF —7 + + . exI t n + a
/ + g g 5' corner lot rear set k
r- �L / + + existfFg ggarag—e to-
olis d - s a e ove existing fruit trees, roots &
� I a�v ,
+ + + materials as p- ssible_ nd+ to - chip available limbs and
+ I + per city & state legal h ng property line at alley
requirements OFF I60
Y +L+ + + \ CL I --
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+ +
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+ + + + \ +
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\ remove & salvage
c� concrete steps
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elec meter /FF at contractor option /
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location & discression '
1 4 323 Daley St /
existing home to be demolished - salvage
materials as possible and per city & state /
legal requirements h
20, street setback
protect, stub, & cap
' existing sanitary
sewer line
FF ' ' CL
SD
Cn
(/�
ff"8=ft
T�7
o service
remove & salvage 20' street setback ca e ec �ric utility to end service prior /
concrete walk �, to demo - schedule & set temporary
(power for future new construction
\ I cL following approved requirements
I*ifexis ng h2o service line location
Iprotect, S b, & cap per demo reqs.
cssop60 2 �ev 62.0+
Existing $x
existing concrete walk
existing curb pavement edge
SD SD
Daley St
SS existing paving
60' row
Contract Owner: Dennis Parker - Premier Homes, LLC
LEGAL DESCRIPTION: CITY OF EDMONDS BLK 119 D-00 - LOT 30 LESS ST &
LOTS 31-32-33-34
Snohomish County Assessor Parcel Number: 00434211903000
existing site plan - demo and clearing plan
0
SS
INSTALL A HOSE BIB WITH AVB AT
THE METER WHEN DISCONNECTING
WATER LINE TO KEEP WATER
AVAILABLE ON SITE.
SD
SS
Scale: 1" = 10'
b r i a n c I o w a r d
@comcast.net
630 nw 81 st Street
Seattle, wa 98117
206.755.0759
revisions
Rev Date Description
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sheet contents
existing site plan - demo &
clearing plan
legal description
professional stamp below
jurisdiction stamp below
RECEIVED
Dec 17 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
permit review
scale bar NORTH
A 002d
0 5 10 20 December 15, 2020
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LEGAL DESCRIPTION
TnDnr.DADU1P- 4211DIICV
LOTS 31, 32, 33 AND 34, AND ALL THAT PORTION OF LOT 30 LYING ON WEST SIDE OF FOURTH
STREET AS EXTENDED, ALL IN BLOCK 119, THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA,
ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SAID
COUNTY, SITUATE IN THE COUNT OF SNOHOMISH, STATE OF WASHINGTON.
SURVEYOR'S NOTES
1. THE PURPOSE OF THIS SURVEY IS TO DETERMINE THE LOCATION OF THE BOUNDARIES AND
PROVIDE TOPOGRAPHIC INFORMATION OF THE PARCEL AS DESCRIBED HEREON.
2. THIS SURVEY WAS MADE BY FIELD TRAVERSE USING A LEICA 1203 3" ROBOTIC TOTAL STATION
AND GSI4RTK CPS WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY
STANDARDS AS SET FORTH BY WAC 332-130. -
3. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY.
THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY
A COURT OF LAW.
4. THE LEGAL DESCRIPTION IS PER RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE,
RECORDING NO. 200802290945, DATED FEBRUARY 29, 2008.
5. FIELD WORK FOR THIS PROJECT WAS PERFORMED IN OCTOBER, 2020 AND IS THEREFORE A
REFLECTION OF THE CONDITIONS AT THAT TIME. ALL MONUMENTS WERE VISITED OR SET IN
OCTOBER. 2020. THIS SITE CONTAINS IMPROVEMENTS NOT LOCATED OR SHOWN AS A PART OF
THIS SURVEY.
6. THIS SURVEY DOES NOT PURPORT TO SHOW EASEMENTS OF RECORD, IF ANY.
7. OVERHEAD UTILITY LINES SHOWN ON THIS MAP ARE INTENDED TO SHOW THE DIRECTION OF
THE OVERHEAD UTILITY LINES ONLY AND DO NOT REPRESENT THE ACTUAL WIDTH, NUMBER OR
LOCATION OF LINES) ON THE UTILITY POLES.
HORIZONTAL DATUM
NAD 1983(2011); PER RTK CPS TIES AND THE WASHINGTON STATE REFERENCE NETWORK
(WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET.
VERTICAL DATUM
NAVD 1988 PER RTK GPS TIES AND THE WASHINGTON STATE REFERENCE
NETWORK (WSRN). UNITS OF MEASUREMENT ARE U.S. SURVEY FEET.
REFERENCE SURVEYS
R1) THE PLAT OF THE CITY OF EDMONDS, SNOHOMISH COUNTY, WA,
RECORDED IN VOLUME 2 OF PLATS, PAGE 39
R2) RECORD OF SURVEY, RECORDING NO. 201112215004
R3) RECORD OF SURVEY, RECORDING NO. 9104255001
R4) RECORD OF SURVEY, RECORDING NO. 200708305220
R5) STATUTORY WARRANTY DEED, RECORDING NO. 200211200190
R6) SUPERIOR COURT DECREE NO. 10928
RECORDS OF SNOHOMISH COUNTY AUDITOR'S OFFICE
LEGEND
SET REBAR & CAP EMW LS #44651
0 FOUND REBAR & CAP (AS SHOWN)
(D FOUND CASED MONUMENT (AS SHOWN)
FOUND BRASS DISK (AS SHOWN)
,PMT, POWER METER
- POWER POLE
j�Iro'POWER POLE W/LIGHT, TRANSFORMER & DROP
SIGN
STORM DRAIN MANHOLE
rs� SEWER MANHOLE
SEWER CLEANOUT
WATER METER
Q WATER VALVE
FRUIT TREE
(R) DISTANCE PER REFERENCE
(M) DISTANCE AS MEASURED
(C) DISTANCE AS CALCULATED
LS LICENSED LAND SURVEYOR
F.F. FINISHED FLOOR
HOGWIRE FENCE
WOOD FENCE
OVERHEAD UTILITY LINE
—---fl----o----o----o----o----o----o---
STORM DRAIN LINE
--s---- s---- s---- s---- s---- s---- s---- s---
SEWER LINE
--w---- w----w---- w----w---- w---- w----w---
APPROXIMATE WATER LINE
THE EXISTING U TILI TIES AS SHOWN
ARE ONLY APPROXIMATE AND ARE
BASED ON THE BEST AVAILABLE
INFORMATION. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE SIZE, TYPE, LOCATION,
AND DEPTH OF ALL EXISTING U77LITIES
PRIOR TO STARTING CONSTRUCTION,
AND INFORM THE DESIGN ENGINEER
OF ANY DISCREPANCIES.
Call Before You Dig
1— 800-- 424--5555
►I
FOUND CASED
235.65'(C) 235,69'(R2)
—
TACK IN 3/4"
IRON PIPE
STORM DRAIN MANHOLE
RIM EL=62.93'
(S) 10" CONC. I.E.=58.35'
(W) 12" CONC. I.E.=58.31'
(Z STORM DRAIN MANHOLE
RIM EL=51.56'
(E) 12" CONC. I.E.=48.88'
(SW) 12" CONC. I.E.=47.06'
(NE) 12" CONC. I.E.=47.01'
1� SEWER MANHOLE
RIM EL=63.10'
(N) 8" PVC I.E.=52.91'
(E) 10" CONC. I.E.=52.19'
(W) 10" CONC. I.E.=52.10'
® SEWER MANHOLE ' � ' ` � ` � � ` � 7
RIM EL=51.81'
(E) 10" CONC. I.E.=45.67'
(SW) 12" CLAY I.E.=45.63'
(N) 10" CONC. I.E.=46.83'
00
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�- FOUND CASED TACK
IN 3/4" IRON PIPE
2s,
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329.35'(C) 329.32'(R1)(R2)
FOUND 2 1/2"
BRASS DISK ON
SURFACE
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FOUND 3"
BRASS DISK
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5.00,
GRAPHIC SCALE
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1 " = 10 FEET
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2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
0
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N
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NATIVE BACKFILL MATERIAL - ,-
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
BURY BOTTOM OF FILTER
N MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT.
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION
ACTIVITY.
CITY OF EDMONDS
PUBLIC WORKS
DEPARTMENT
`St. 10,91
CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
FILTER FABRIC FENCE
FILTRATION SYSTEMS
APPROVED BY: R. ENGLISH
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
ER-900
_LS
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 PUBLIC 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
CITY OF EDMONDSISTABILIZED CONSTRUCTION
ENTRANCE
PUBLIC WORKS
DEPARTMENT
REVISION DATE
JANUARY 2018
STANDARD
D ETAI L
III:msI1]1
APPROVED BY: R. ENGLISH
O
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O
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O
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FILTERI SOCK WITH
OVER (FLOW HOLES
(TYP)
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FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
M_1l�Al l�l�ill�
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
CITY OF EDMONDS TEMPORARY JANUARY 2018
SEDIMENT TRAP
PUBLIC WORKS FOR CATCH BASINS STANDARD
DEPARTMENT DETAIL
APPROVED BY: R. ENGLISH E R- 9 0 2