APPROVED ENG PLN BLD2021-1554 DEMO PAGE FROM SFR FILESE 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/
LEGAL OWNER
PAGE 41.
BENCHMARK: PER WGS SURVEY DATA WAREHOUSE X SILT FENCE
DESIGNATION: 1778 = CAD #
DB ID: 17606 LIMITS OF CLEARING AND GRADING
CIVIL
DESCRIPTION: BRASS DISK IN CONCRETE
MENGINEER:
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
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SURVEYOR:
ADDRESS:
332 SUNSET AVE
r QOzT0v
STOCKPILE AREA
In
EDMONDS, WA 98020
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
METER WITH YARD
\< HYDRANT OR HOSE SPIGOT �� 6$
WITH AVB INSTALLED TO �\�
\ti MAINTAIN WATER AT THE G0& 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
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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
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Off' �c 2 LO 0 5 1 N60°42'00W 57.01
0 ° I I pc 4
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SEWER SHALL BE CUT AND N58°31'20"W
(n ° POWER BOX CAPPED AT THE PROPERTY LINE 197.23'(C) 198.00'(D) ° ° ° — —
I PER CITY OF EDMONDS SEWER
POWER TRANSFORMER REQUIREMENTS N60°42'00"W
OO 57.27'
❑ 5 �5 �
`A\OOO
❑ , Vv
O,4e
WITH A GRIPPER TWIST PLUG
� GAS SHALL BE CUT AND CAPPED
6O
6 G�
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CUT POWER AT POWER AT THE PROPERTY LINE PER PSE
UNRZ A TT�D
F�
I
(XXC1t
�O �
BOX BY OTHERS REQUIREMENTS
I
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PLASTIC COVERED STOCKPILE
C.3.4
SEWER SHALL BE CUT AND �
CAPPED AT THE PROPERTY LINE
EXISTING
PER CITY OF EDMONDS SEWER
REQUIREMENTS
RESIDENCE
ANCHOR WEIGHTS W/
PLASTIC SHEETING
WITH A GRIPPER TWIST PLUG
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
STAKES 10'—O"' OC MAX EA
f SHALL BE A MINIMUM
WAY
/ THICKNESS OF 0.06
OVERLAP PLASTIC SHEET
SEAMS A MINIMUM OF 12".
1 MIL
CONSTRUCTION SEQUENCE NOTES
EARTHWORK QUANTITIES
(SITE)
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
APPROVED LOCATION
NET = 400 CY CUT
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES RELOCATION/REVISION TO ANY
BURY SHEETING IN 4" X 6"
TRENCH A MINIMUM OF 8'
FROM TOP OF SLOPE,.
BACKFILL W/ WASHED ROCK.
TOE IN SHEETING IN
6 TRENCH A MINIMUM OF'r
36" FROM BOTTOM OFF
SLOPE. BACKFILL W/ X `
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 UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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. ALL DISTURBED SOILS SHALL BE
EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE COMPOST AMENDED PER CITY OF
MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
5. REVIEW DEMO CONSTRUCTION NOTES.
6. CAP SIDE SEWER AT PROPERTY LINE. WITH A GRIPPER TWIST PLUG
7. CUT WATER SERVICE AT WATER METER AND INSTALL YARD HYDRANT OR HOSE SPIGOT TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT:
WITH AVB. FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAP
8. DEMOLISH EXISTING STRUCTURES, ASPHALT AND BRICK. BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS I
CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIE
9. COVER EXPOSED SOILS WITH MULCH AS A TEMPORARY MEASURE. HYDROSEED IF SITE WILL VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTI
REMAIN UNWORKED FOR MORE THAN 60 DAYS. UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL
10. PERMANENT SITE RESTORATION WILL BE COMPLETED UNDER BUILDING PERMIT BLDXXX PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON I
PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION
FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES.
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APPROVED BY PLANNING
Know what's below.
Call before you dig.
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BURDETT SFR
332 SUNSET AVE N
EDMONDS, WA 98020
RECEIVED
Nov 16 2021
CITY OF EDMONDS
.DEPARTMENTvV
BLD2021-1554
NI \/ \/ \/ \/ \/ \/ \/ \/
LIN AAAA- AAAA
Key Plan
Registration
11 /2/2021
FURR
ENOINEERING
vNERVICES
4715142nd PI. SW #B, Edmonds,
WA 98026
ph 206.890.8291
Sheet Title
DEMO SHEET
Revisions
FES Project No: 21073
10 5 0 10 20 Date: JUNE 24, 2021
Designed: DAF
SCALE: 1 INCH = 10 FEET Drawn: DAF
Checked: nAP
A UFMOWD FOR COAGTRW7M
C N OF EDMMDS
1 /7/2022
DATE.•
BY°•,��x r f
ON
Sheet Number
C1
no