APPROVED ENG BLD2023-0380+DEMO Site_Plan+3.28.2023_3.55.41_PM+3449220I I
EX HOUSE I
/ w n
* sr -9
I �
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TREE RETENTION/MI TIGA TION AREA
I I 7
8,519 SF
- -1
(CROSS -HATCHED AREA)
F -1
I 4
INSTALL 3' X 3' DRYWELL
EX
/
WITH3/4-TO 1-1/2"DRAIN
I BLDG
ROCK FOR WALL DRAIN
CONNECTION (3' M/N DEPTH)
PLAT OF
AURORA HEIGHTS
DIVISION NO, 3
I
BLOCK 9
Ex
BLDG
EX
BLD)�
I
TOP 432.0
3
TOE 429.0_
432
EX SHED
BnE /J
3 TOP 433.0
IL�ISLT/
���
TOE 430.0
�
75 1
I
��75 2
WALL, A
SOCIATED
DRAINA
E AND
CONSTR
JCTION
ACTIVITIES
SHALL NOT
ENCROACIH
ONTO
ADJACENT PROPERTY TO
WEST.
NO TE.•
ALL ONSITE IMPROVEMENTS
TO BE REMOVED UNLESS
OTHERWISE NOTED
_ I
FILTER FABRIC I
FENCE (TYP)
EX SHED
TO BE
i REMO VED
1
I �
I
760
I
�e
H
\ EXISTING TREES
�� TO REMAIN (TYP)
2 TOP 433.0 1 - i
CONC BLOCK WALL , XlSTING-fii4E
(3 MAX HGT) TO BE REM E,
SEE DETAIL THIS SHT - -� - - //
�
EX) HOUSE
EXISTING SEWER I TO►' BE
I REMOVED
SERVICE TO BE � / I
�- - REMOVED I /
I SEWER TOLE CUT AND
CAPPED AT PROPE Tim - 25 ,I ; ` �-
LINE 3 TOE 29.5 76�E
� dl
I I 777
I 7 6
I
I I 36
EX HOUSE I i I �� 1 I 4
I I� 1 I I 75 I /� 7 I I\
AS ROW BEOIND SIDE VALK IS 05 TOP 432.5 �7I III
TOE 432.0 d I / I / �� 17 \ I I REGRADED, CONFIRM POLE I I +4 / X =
I - I
j 76
IE F
r
E_ TREE PROTECTION FENCING AS REQUIRED. CONTRACTOR SHALL
761 l
Z
J
CONC BLOCK WALL
(3' MAX HG T��
F -
TO I 438.5 5
TO 436.0
CLEARING
I`�\ (TYP)
EX HOUSE
765
ANY WORK DONE WITHIN THE DRIPLINE
I
OF TREES TO BE SA VED WILL NEED TO
BE EVALUATED BY ARBORIST
I I
TOP 438.0
� TOE 436.0 2 I
EXISTING SPLIT RAIL
FENCE TO BE REMOVED
NW 1 /4, SEC 30, TWP 27N, RGE 4E, W.M.
PLAT OF
AURORA HEIGHTS
DIVISION NO. 3
BLOCK 1
\ 1
i
�I
E ISTING SHED
T01 BE REMOVED
- READ THE TREE PROTECTION NOTES (ON SHEET GN-01) AND
/ PROJECT ARBORIST REPORT LETTER (BY CREATIVE LANDSCAPE
/ SOLUTIONS) PRIOR TO CONSTRUCTION. THE PROJECT ARBORIST
SHALL BE CONSULTED AND SUPERVISE ALL WORK WITHIN THE
CRITICAL ROOT ZONE/CANOPY OF ANY TREE TO BE RETAINED.
/
FlL TER FABRIC
�� FENCE (TYP)
DEPTH OF BURY IS
/ 4&X ASPHALT
I
7
CONSTRUCT STABILIZED
I
ACCEPTAB� E TO PUI� EXISTING POWER
I I
QRIVEWAY TO
I
TEMPORARY CONSTRUCTION
I POLE T REMAIN
/
7� REMOVED
I
ENTRANCE AT EXISTING
i
III
DRI VEWA Y
- _
EXISTING WATER METER TO BE REMOVED.
- •�
i
EX RETAINING WALL &FENCE
ALONG
(EXISTING WATER METER SHALL BE
-
-1T
STREET FRONTAGE TO BE REMOVED
RETAINED UNTIL NEW METER IS INSTALLED.
/
-
T1 1.6
<
HOSE SPIGOT & AVB SHALL BE INSTALLED
III
/ I I =434
- -
�. _
/ TOP 436.5
FOR USE DURING CONSTRUCTION.)
I
II I
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�-"- '-
1?-
P TOE 434.0 'S
I
4,31
�_
69
CB RIM=438.11
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IE 12" CPP(W�428.86
IE 12" CPP(E)=428.86
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CB R1M=429.44
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CB RIM=429.45
IE 12" CPP(W)=426.11
T__
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IE 12 CPP(N)=426.18
IE 12" CPP(E)=426.11
I
IE 12" CPP(S)=426.14
I I l
p
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N
SCALE.• 1 " = 20'
0 10 20 40
TREE LEGEND
TREE TAG NUMBER (SEE TREE
RETENTION PLAN FOR DESCRIPTION)
k,// Xxx xxx EXISTING TREE TO BE REMOVED
xxx xxx DRIP LINE
EXISTING TREE TO REMAIN
I I
-TREE PROTECTION FENCING
(LIMITS OF DISTURBANCE)
CONSTRUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT
ENGINEER/NGPERMITS@EDMONDSWA.GOV. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
J. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS
OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HA VE EROSION CONTROL MEASURES INSPECTED BY Cl TY OF EDMONDS Cl TY ENGINEERING INSPECTOR. ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR
TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR
DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION /S ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW)
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES
SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR.
UNDISTURBED PLANTS UNDISTURBED TURF (LAWN)
(SEE NOTE 1) AREAS (SEE NOTE 1)
UNDISTURBED UNDISTURBED
NATIVE VEGETATION ' 0" TURF/LAWN/LANDSCAPE
UNDISTURBED NATIVE SOIL \y/\\/\ \ \ / UNDISTURBED NATIVE SOIL
STEEP SLOPE NOTE:
1X'/���� AMENDED SOILS SHOULD NOT BE
INSTALLED ON FINISHED SLOPES
OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING
33% SHALL BE STABILIZED PER THE
PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD.
SEED OR SOD
2" ORGANIC MULCH
3" OF COMPOST -
--I'�'�"�1
I I I - IE=111=III I-TI��IIIII=III-IIIII
1.75" OF COMPOST INCORPORATED
INCORPORATED INTO 5" OF
II_
I I I I II 11=1 I I I f=1 I
Il
_
I I-IIII I I_I
INTSITEIL
(FORA
SITE 501E (TOTAL AMENDED
I __1 =III 11=�=111��)�--�I�--III�I
I
AMENDED DEPTH 0F 905", A
DEPTH of 9.5", FORA
I�I I1-III-III Ir11I=
�FII�I�
-III-III-III=11
SETTLED DEPTH OF 8")
DEPTH OF 8")
I I f=i=SETTLED
MIXI FI I I -III -III I F 1�
I I-111=III-I I II
II-III�II=IIFI�ILI
II-Ili-IIFIIFIIFIFII
I H I FIFI I FI I F I 1 g" -1 i
FI I FI a-1 1 1=111=1 I
SUBSOIL SCARIFIED 4" BELOW
". ' \\ /
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
/ / /;
.
f
(12" BELOW SOIL SURFACE)
I
OPTION 2 -
AMEND IN PLACE OR
STOCKPILE
AND AMEND
GENERAL NOTES:
PLANTING BEDS
TURF (LAWN) AREAS
1. AREAS OF NO DISTURBANCE
.,
SHALL BE FENCED AND EXISTING
2" ORGANIC j�� j�� j�
GRASS: SEED
VEGETATION AND SOIL SHALL BE
MULCH ,���/,��
0" I
OR SOD
PROTECTED FROM CONSTRUCTION
I I=1 I I=1 I I�IFI! fah
=III- - 1-
1 I I-1 I rIT1=1 I FTFTi-111
IMPACTS.
I H I H I I l-I 11=1 11-1
11=I I I=111� I I� I� I
6" IMPORTED I�II�I€=IIFIII-II
I I F I FI 11=T1=1 11=1 11=1 I I
E I I I -I I I=11 F1 I F11 I FI I I=III
FIIF111=1I1=III=III=III
6" IMPORTED
2. TO MEASURE SETTLED DEPTH,
WATER SOIL SUFFICIENTLY TO
TOPSOIL MIX 11=III=11HIr�IF-�I
I EziI1�1II=111=1IEEII1=1
TOPSOIL MIX
FULLY SATURATE WITHOUT
I I I I 1=1 I I -I 11=1
(COMPACTED I11=III=111=11HIi-1II�
I 1=1 I I=1 11=1 I F1 I F111=111
III=III=III=III-III-III-III
(COMPACTED
CAUSING EROSION.
DEPTH) III 111=III lil 111=11
I II€=11llll Ill III III
6 III
DEPTH)
111 II Ili III III=ILI=1
I[ -
I+I III-111 III=11!
III I'
3. COMPOST SHALL MEET SPEC.
=I � I-
ij I � I !
REQUIREMENTS IN THE 2017
SUBSOIL IS //
\
j
% `// I' E
/ /� I
\//\�:
SUBSOIL IS
EDMONDS STORMWATER
ADDENDUM (CHECKLIST 7),
SCARIFIED 6" ;\
I'
\ J
/. _
SCARIFIED 6"
f//
BELOW . \
IMPORTED \ //\\� \/
\fie -
//:"
BELOW
IMPORTED
4. COMPACTION OF TOPSOIL (WHERE
TOPSOIL MIX \ /\//\%"°"�/`
/\�
\�v
// `/ /\!7"' j
12" \% \/i\
TOP50EL MIX
REQUIRED) TO BE TO 85% (MAX)
OF THE MAXIMUM DRY DENSITY
OPTION 3
- IMPORT TOPSOIL
PER MODIFIED PROCTOR TEST
(ASTM D1557).
REVISION DATE
POST
CONSTRUCTION SOIL
APRIL 2021
. CITY OF
EDMONDS
QUALITY AND DEPTH
PUBLIC
WORKS
STANDARD
DEPARTMENT
DETAIL
"St, 1g911
S D - 642
APPROVED BY: R. ENGLISH
APPROVED BY PLANNING
iZ
Apr 07 2023
GRADING QUANTITIES
CUT FILL
1600 CY f600 CY
TESC NOTE
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO
APPROVED PLANS, EDMONDS STANDARD DETAILS, AND THE
SWPPP. CONTRACTOR /S RESPONSIBLE FOR MAINTENANCE
AND ADJUSTMENTS TO TESC MEASURES AS NEEDED.
CB INLET PROTECT/ON NOTE
CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND
MAINTAINED ON ALL EX/STING CATCH BASINS W/ THIN 500
FEET OF THE SITE AND ON ALL NEWLY CONSTRUCTED CATCH
BASINS THROUGHOUT THE S/TE IMMEDIATELY AFTER
INS TALLA T/ON.
FILTER FABRIC FENCE NOTE
ADD/TONAL FLIER FABRIC FENCING SHALL BE ADDED AS
NEEDED. FENCING TO BE INSTALLED PER CITY OF EDMONDS
STD DETAIL ER-900 (SEE DETAIL ON SHEET TD-01).
STOCKPILE NOTE
STOCKPILE SHALL TO STABILIZED BY PLASTIC COVERING. THE
EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN
APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN
EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1
THROUGH APRIL 30 AND NO MORE THAN SEVEN DA YS FROM
MAY 1 THROUGH SEP TEMBER 30).
SOILS NOTE
ILL DISTURBED SOILS WILL BE COMPOST AMENDED PER
'ITY STANDARD DETAIL SO-642. SEE DETAIL THIS SHEET.
SIDEWALK NOTE
THE SIDEWALK ALONG 2207HST SW PROPERTY FRONTAGE
SHALL REMAIN OPEN EXCEPT AS NEEDED TO PERFORM
SPECIFIC ACT/V/T/ES SUCH AS SIDEWALK REPLACEMENT AND
UT/LI TY CONNECTIONS.
12" Min.
-.0
Wall Blocky Unit Drainage Fill
(18" Min. Depth) o•o 0 1"Clean /
.6. . Crushed Rock
(No Fines)
H = 4' Max. Wall Battery •o•oD Structural Fill /
1 H : 12V �-o' : (Geotechnical /
(or Flatter) o; Engineer Q 1 Loads and Structures to
to Confirm) / 1 Maintain Min. 1 H:1 V Setback
. •o r
_ o 0Qo
III=III $,.Min. •�••o;o�. a•oQ:
/ 4" Diameter Perforated PVC
2"_4" ,o,�Q, o,�o.o, o• p, Drain Pipe (By Others)
III= R Connect to Approved Discharge
Leveling Pad \
(Crushed Rock) Competent Subgrade
(Geotechnical Engineer
to Confirm)
Not - To - Scale
City Of Edmonds
Building Department
Work
Address
Owner
DEMO SFR AND SHEDS
8929 220TH ST SW
SELECT HOMES
-------------------------
Approved Date
Building Official
Permit Number
BLD2023-0380
- T.
nF W
� 53803
_IST L ���\��
NA
11 /07/2022
i
Know what's below.
Call before you dig,
Earth
arch Solutions
Solutions
NW LLe Geotechnical Engineering, Com
g and Environme
C • i-
Drwn. MRS
Date 11/07/2022
Proj. No. 7515.02
Checked HTW
Date Nov. 2022
Plate BW 1
BLD2023-0380
PLN2 021-0038
APPROVED FOR CONSTRUCT/ON
CITY OF EDMONDS
DATE:
04/05/2023
BY
CITY ENGINEERING DIVISION
ENGINEERING, INC.
Civil Engineering / Land Planning
RAM
19109 36TH AVE W, SUITE 100
LYNNWOOD, WA 98036
PHONE: (425) 678-6960
WWW.RAMENGINEERINGINC.COM
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RECEIVED O
Mar 28 2023
LU O CITY M EDMONDS
TSERM
DEVELOPMENT SERVICES
DEPARTMENT
0 WA41
F S 0
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36508 CL%
ISTER��
� 'IONTA1.
ENGINEER:
ROB L. LONG, PE
DRAWN BY.•
MIKE MORRIS
ISSUE DATE. SCALE.•
5123/22 AS NOTED
JOB NO.
20-016
SHEET.•
TP-0 1
SHT 4 OF 10