DNS- REFERENCE ONLY BLD2021-1482+DEMO SHEET+11.3.2021_10.40.54_AM+2499279SE 1/4 NE 1/4 SEC. 23, T. 27N, R. 03E, W.M.
SITE INFORMATION:
BURDETT SFR
VERTICAL DATUM: NAVD 88
PROJECT TEAM:
BASIS OF BEARING: N45'55'04"E ALONG THE NUMENTED
CENTERLINE OF 2ND AVENUE PER PLAT OF LEGEND
SUNSET ADDITION RECORDED IN VOLUME 15, APPLICANT/
PAGE 41. LEGAL OWNER
ONLY BENCHMARK: PER WGS SURVEY DATA WAREHOUSE X SILT FENCE
DESIGNATION: 1778 = CAD #
DB ID: 17606 LIMITS OF CLEARING AND GRADING
RJ R DESCRIPTION: BRASS DISK IN CONCRETE CIVIL
RigMTurn-y
m.,g m.s,�9mRb sMw:�ti,�M�.N MONUMENT
ASPHALT/CONCRETE TO BE REMOVED
LOCATION: IN THE CENTERLINE OF SUNSET
AVENUE DIRECTLY WEST OF HOUSE #210
ELEVATION: 37.5655 CONSTRUCTION ACCESS
PARCEL(S): 27032300100900 �
SURVEYOR:
ADDRESS: 332 SUNSET AVE r 20 0 STOCKPILE AREA
EDMONDS, WA 98020 �20�—d
PARCEL AREA: 11,833 SF (0.27AC) SAW CUT LINE
ZONE: RS-6 ( 1 TREE TO BE PROTECTED ARCHITECT:
LAND USE: SINGLE FAMILY
SETBACKS: TREE TO BE REMOVED
MIN. REAR 15'
MIN. SIDE 5'
MIN. STREET 20'
PERMITS REQUIRED: DEMO, GRADING, UTILITY, AND BUILDING PERMITS N
WSL SHALL BE CUT AT �yP�go 'I 5$
METER WITH YARD I d6
HYDRANT OR HOSE SPIGOT N co
WITH AVB INSTALLED TO
MAINTAIN WATER AT THE SITE THROUGH1 c,,;a
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PEAK: 60.77
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SEWER SHALL BE CUT AND
N58°31'20"W
POWER BOX CAPPED AT THE PROPERTY LINE
197.23'(C)
198.00'(D)
PER CITY OF EDMONDS SEWER
POWER TRANSFORMER REQUIREMENTS
GAS SHALL BE CUT AND CAPPED
�OpO
AT THE PROPERTY LINE PER PSE
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TT�D
F�
REQUIREMENTS
PLASTIC COVERED STOCKPILE C.3.4
SEWER SHALL BE CUT AND
CAPPED AT THE PROPERTY LINE
PER CITY OF EDMONDS SEWER
REQUIREMENTS
ANCHOR WEIGHTS W/ PLASTIC SHEETING
STAKES 10'-0" OO MAX EA SHALL BE A MINIMUM
WAY THICKNESS OF 0.06
OVERLAP PLASTIC SHEET
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PAGE I �,
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CHRIS & LISA BURDETT
332 SUNSET AVE N
EDMONDS, WA 98020
(206) 715-9910
CHRIS.BURDETT@CBRE.COM
FURR ENGINEERING SERVICES PLLC
DEAN FURR
4715 142ND PL SW UNIT#B
EDMONDS, WA 98026
(206) 890-8291
FURRENGINEERING@GMAIL.COM
ALLIED LAND SURVEYING, INC.
MIKE WATKINS
11611 AIRPORT RD. SUITE B4
EVERETT, WA 98204
(425) 482-0223
MIKE@ALLIEDLANDSURVEYING.COM
BLAKE FISHER ARCHITECTURE & DESIGN
330 DAYTON ST. SUITE 6
EDMONDS, WA 98026
(206) 852-5054
BLAKE@BLAKEFISHERARCHITECTURE.COM
CONSTRUCTION NOTES
OUSE EXISTING ASPHALT DRIVEWAY FOR CONSTRUCTION ENTRANCE FOR DEMO AND
INITIAL SITE CLEARING - THEN INSTALL STABILIZED CONSTRUCTION ENTRANCE PER
EDMONDS STD DETAIL ER-901
OFILTER FABRIC (SILT) FENCE PER EDMONDS STD DETAIL ER-900
OSAWCUT FULL DEPTH
OPLASTIC COVERED STOCKPILE PER DETAIL THIS SHEET
OREMOVE EXISTING STRUCTURES
OTEMPORARY RIGHT TURN ONLY SIGN R3-5 (L&R) PER DETAIL THIS SHEET
INSTALL ON FENCE
OU HIGH CHAIN LINK TREE PROTECTION FENCING
$O REMOVE EXISTING ROCKERY
W
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W
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7 IN w B
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C
SEAMS A MINIMUM OF 12". 1 MIL CONSTRUCTION SEQUENCE NOTES EARTHWORK QUANTITIES (SIT
TAPE OR WEIGHT ALL SEAMS �1 MAX
[ 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT CUT =450 CY
CONVEY RUNOFF TO f 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. FILL =50CY
NET = 400 CY CUT
APPROVED LOCATION
BURY SHEETING IN 4" X 6"
TRENCH A MINIMUM OF 8"
FROM TOP OF SLOPE,.
BACKFILL W/ WASHED ROCK.
TOE IN SHEETING IN 4" .
6 TRENCH A MINIMUM OF'r
36" FROM BOTTOM OF�%� �—
SLOPE. BACKFILL W/
WASHED ROCK
CONVEY RUNOFF TO
APPROVED LOCATION
ANCHOR WEIGHTS
W/ STAKES
10'
MAXIMUM
EA WAY
f PROVIDE ENERGY
DISSIPATION AT
TOE WHEN NEEDED.
Z. CALL FOR UTILITY LOCATES.
CONTRACTOR TO VERIFY
3. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE
OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
4. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING
INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE
IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION, DEMO OR SITE CLEARING.
EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE
MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
5. REVIEW DEMO CONSTRUCTION NOTES.
6. CAP SIDE SEWER AT PROPERTY LINE.
7. CUT WATER SERVICE AT WATER METER AND INSTALL YARD HYDRANT OR HOSE SPIGOT
WITH AVB.
8. DEMOLISH EXISTING STRUCTURES, ASPHALT AND BRICK.
9. COVER EXPOSED SOILS WITH MULCH AS A TEMPORARY MEASURE. HYDROSEED IF SITE WILL
REMAIN UNWORKED FOR MORE THAN 60 DAYS.
10. PERMANENT SITE RESTORATION WILL BE COMPLETED UNDER BUILDING PERMIT BLDXXX
PAR Lo
036 S.F • 0
ao�QP 6,� 46 S.
_x
N60.42'00"W 57.01'
Ar�A 5. F.
��? XX X
N60°42'00"W
57.27'
EXISTING
RESIDENCE
TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY,
BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING
UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE
PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF
FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES.
----% / n 71'E
Know what's below.
Call before you dig.
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BURDETT SFR
332 SUNSET AVE N
EDMONDS, WA 98020
PLN XXXX—XXXX
Key Plan
Registration
11 /2/2021
FURR
ENOINEERING
\URVICIES
4715142nd PI. SW #B, Edmonds,
WA 98026
ph 206.890.8291
Sheet Title
DEMO SHEET
Revisions
IN Scale:
FES Project No: 21073
10 5 0 10 20 Date: JUNE 24, 2021
Designed: DAF
SCALE: 1 INCH = 10 FEET Drawn: DAF
Checked: nAP
AUFMOVED FOR COAGTRW7M
C/7Y OF EDMMDS
DATE.•
BY.•
CITY ENGINEERING DIVISION
Sheet Number
no