APPROVED PLN ENG RESUB 1-BLD2023-0503+Site_Plan+5.18.2023_9.59.02_AM+3553456Applicant shall repair/replace all
damage to utilities or frontag•a - -
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
----- 2s
��3.52'21" E i93 �\ % F ; \ F \ I 1 City Of Edmonds
----- -- �s�----_ 4 , R \ / / F \ �\ F I 1 ; Building Department
SS I V `,� �\^� I \ \\ I Work DEMO SFR
1 i F FENCE AROUND RBED 1 14 s V 24 �\,�� ) I
AREA S L 5 AS TREE - 30 � § F r ' F \ \ < V I i
2S / I-�4L - F � � \ Address
2 PROTEG�TION (BARRIER PER I s V v \ \� \ 4„, I t 19515 94TH PL W
N TE T EE PROTEC 1 BARRIER PER EDC \ \� F \�� / II i Owner LANDSVERK
LAWN / ( `\-/ i I
23.10.070.C. IGH VISIBILITY FENCE. '2-0 "! \
FILTER FENCE PER HIGH VISIBIL SIGNS NO FURTHER; \ \ I Approved Date
DETAIL ER-900 THAN 15' /APART ALONG FULL / \\f -
AROUND DISTURBED LEN H OF FENCE. I BuildingOfficial
/ 4 T/Tl7T� / 2 6..F 18"F \\\ iII
\ \ I Permit Number BLD2023-0503
7 30" `V
(�
IX PRIVATE ��DE SEWER. CUF &-
O PRO RTY LINE f R SHD % ? \ t
MOND DTLS. SIDE SEWER TO I �__ (0 6" GRAVEL
N PbEE FOR FUTURE SFR DRIVEWAY \ �,� F
i 1;ONC PA® d-\ VF3" pr1
j 40" P OF RANK PER /4 % HOUSE 119515 IVR , d \ a O�O��p �� � •a 1 . ;' I
I TTACHED GEDTECH I 1BR c �S
REPORT ', G 18 26 ENGINEERING DIVISION
WOO STAIRCASE WOOD PLANTER a \ ' i / I AP P RQV E D AS NOTED
C N�R NOT ER � � - _ \ 1 I
� t ON CLIFF FACE: ) � CONC. 1BR
1N i /� ' 7EPS a WOOD STAIRS / / SI 1 C ❑ 0"� F 11 I I 32 F 05/18/2023
t TBR
W I I i � Q � ' � 20"�F / I 26„ II ) I
i 3 G x• �j 51,698SF 4
4„ o , CbNi e . � 78R GE s 00434600005801 \ i F
2. 3
o F PA770 STAGING AREA TO BE �� /
0 3 " F ao 4 ,7#R LOCATED WITHIN i / „/ `�- 8" 24't� s1 \ \ I F \
1 d • V:� FOOTPRINT OF EX'G 0 F \
/ GARAGE TO BE
�I F FI�C ' • 4F � �/ I I REMOVED\ \ „^__8„F
G PIR TE UNDER( i 4 _
PWR ERVICE. TO -A� 1 I \ 24 /
D C NNE D PEDESTAL & F I
H USJ-. C NDUIP'1'6- REMAIN IN - _ "�''''� L - ___ \\ F \ 114 F
P CE OR FUTURE SIR04
.O vj Y i I
o i _ _des 0 LAWN 6" I\ 1*2F6"
\EX'G PRIVATE W R §ERVICE TO BE L� ems" ��F REE PROTECTIVE BARRIER PER EDC 6 ' \ \
/ I I r
' 6 , - t DISCONNECT ® H SE & METER. �� \ 2 GH 070. HI SIGNS I NO Y FENCE 6 s V r \ \ l
F / - / RECENTLY REPLACED U TO BE LEFT HP OF BANK PER / \�\ - UITY \ 00434600005500
IN PLACE FOR FUTU SFR THAN 15 APART ALONG FULL \ /
\ L` ATTACHED GEOTECH/ -L,EN" OF FENCE. 20" \ \
\ \ \ 9 1 REPORT o �� TOP OF BAN PER"- �\ i \
26„, \ ATTACHED GEOTWH
�� REPORT \ M / \ RES U B
Al
COR�VE Nor SEC 1 s -�--__ �,, I May F E 2023
_ ��I I � F CITY OF EDMONDS
OA! CLIFF FACE. 26'' - ��� _ \ 4 I / DEVELOPMENT SERVICES
CB RIM-235.07
4
INV. 12 CMP(SW)=232.02
Zone
RS-12
Corner
Flag N
Setbacks: Required
Actual
Front
25'
""''
Sides
10w
N/A
Rear
201
Other
Height
251
N/A
INV. 8 PVC(NE)=252.03
WV. 8'PVC(E)=251.98
INV. 8"PVC(W)=251.93
a
n.)rnALI 1
DRIVEWAY ;
ED
CB RIM=242.17
INV. 6"PVC(S)=240.85
PROTECT CB PER ;
EDMONDS DTL ER-902
If there is an active
building permit
If a construction _ _ -
- - - - entrance needs to be - -
TOP OF BANK PER -'SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM
- ATTACHED GEOTECH installed, install per -
- - - - - - - - - - - - - - - - - - - - _--- _ -- REPORT City standard detail
----------- ER-901.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING _
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY i _ CB RIM=283.44 w w�3
UTILITIES MAY REQUIRE A SEPERATE PERMIT. i - INV. 8 PVC(E)=281.55 SDI w�w-
- - CB RIM=283.98
- - - - - - - - - - - - - - I EXISTING DRIVEWAY ---- w wi INV. 8"PVC(N)= 281.40
ENTRANCE TO BE USED ___------wow
DURING DEMOLITION AS ----
00434600005901 I 20'------------- w ' 1 SS
CONSTRUCTION ENTRANCE _-_---- '
_ _ __-__------ 'I I SSMH RIM-291.13
-- --------- •------- w-------- I SS i INV. 8'PVC(E)=281.53
SSMH RIM=259.13 __--------- w
INV. 8"PVC(E)=252.88 / \ FOUND REBAR _____________ w / - �> 1 E INV. B PVC W=281.43
W 0 CAP --- !� SS N 83'52'2 "��0'
INV. 8"PVC(SW)=252.78 _ -- -- �- IX G GAS ,P 20.0 / SS _ � \
I / - ---- ----------------------- w SERVICE v2s -� __ _ ---
/ w N �'-� 2" PVC `' / �� / ( CB RIM=2 0.78
------ T,\ ( \ INV. 6 PV S)=279.33
w01
S--------------
GAS
application under
review and the
j
existing side sewer is
proposed to be ¢¢
I
re -used, the line must
be cut and capped a
minimum of 20' from
existing and/or
I
\
proposed foundation,
whichever is closest
to the property line. EB
EX'G PWR
PEDESTAL ;
CB RIM= 242.37
INV. 6 PVC N = 240.07
INV. 12 CMP(SE)=239.95
2422
EX'G WATER METER.
DISCONNECT EX'G WATER
LINE. INSTALL HOSE BIB
WITH AVB ® METER
w
s�
ASPHALT
DRIVEWAY
3.
Protective barrier(s) must include highly
visible signs at least every 15'. These
signs must state the following:
Tree and Soil Protection Area,
Entrance Prohibited
Report violations to:
(425)771-0220
ECDC 23.10.070
ARBORIST ON SITE FOR ANY WORK WITHIN
TREE PROTECTION FENCE PURSUANT TO
ECDC 23.10.070.C.3
APPROVED BY PLANNING
May 22 2023
DEPARTMENT
\ " N 89'36'49' E 309.79' �� I
FOUND 1/2 REBAR 2 .; I ` 1 FOUND 1/2- REBAR/CAP /
/DES7ROYED CAP 1 " "F r7 24F �� \ i 6"' STAMPED LS12716
-_ I �� / 1 �7 0.1'(N) &0.2'(W) OF CORNED
26 _ I �\ --- - 18 6" I 30"
F F 22" \ 4
-� I F I
20� ;F\\ ' (F-\t\\TREE PR TECTION: GENERAL NOTES: OWNER'S INFORMATION
25\-4/ \\ 7 \ 24"TREEPROTECTIVE BARRIER SHALL BE FILTER SOCKS WILL BE ADDED TO ANY
+PUT IN PLACE PRIOR TO DEMOLITION CATCH BASINS DOWNSTREAM FROM THE
4 �-F'
��- l / \\`\ \ ` �\ F I WORK BEGINNING. CONSTRUCTION SITE. PER CITY OF
TREE PROTECTIVE FENCING SHALL BE A EDMONDS STANDARD DETAIL ER-902
1 F \ / MINIMUM 3' TALL, VISIBLE & DURABLE.
\�'20" �\ (\ I \ ORANGE POLYETHYLENE LAMINAR ALL DISTURBED AREAS TO BE COMPOST
24 _ / / FENCING IS ACCEPTABLE. AMENDED PER 2022 SWMMWW BMP
/ \ / INSTALL HIGHLY VISIBLE SIGNS SPACED T.5.13.
_ NO FURTHER THAN 15' APART ALONG INSTALL & MAINTAIN ALL TESC
4 F - THE ENTIRETY OF THE PROTECTIVE MEASURES ACCORDING TO APPROVED
TREE FENCING. SIGN MUST BE
' OUND M ( 6"F APPROVED BY THE DIRECTOR AND DETAILS, CAND OALL OTHER SMEASU STANDARD
CONC. MON SHALL STATE AT MINIMUM: 'TREE AND THAT MAY BE REQUIRED DURING
SOIL PROTECTION AREA. ENTRANCE CONSTRUCTION.
/\ PROHIBITED". AND PROVIDE THE CITY
INV. 12 CMP(NW)=231.36 ) \,� PHONE NUMBER FOR CODE ANY DAMAGE TO ROAD SHALL BE
INV. 12"CMP(NE)=231.05 \ / \ / NORTH ENFORCEMENT TO REPORT VIOLATIONS. RESTORED M CITY STANDARDS AS
INV. 12 CMP(SE)=230.06 - MAINTAIN PROTECTIVE BARRIERS IN DETERMINED BY THE CITY ENGINEERING
- SCALE: 1' = 20.0' PLACE FOR THE DURATION OF THE INSPECTOR.
J' PROJECT UNTIL THE DIRECTOR NO WORK TO BE CONDUCTED WITHIN
PROTECT CB PER 10 5 0 10 20 AUTHORIZES HEIR REMOVAL HE BUFFERS OF ANY CRITICAL AREAS
EDMONDS DTL ER-902
ALL DISTURBED SOILS SHALL BE
OWNER/CONTRACTOR IS RESPONSIBLE FOR
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
EROSION CONTROL AND DRAINAGE . 1P APPROVED EQUAL.
u.
DATE
s-IS-23
DEMO SITE PLAN
LANDSVERK
19515 94TH P. W
EDPAONDS, WA 98020
DRAWti
��R
P E JISIM
RenSlov
PEnslov
LH REVOCABLE LIVING TRUST
24113 56H AVE W
MOUNTLAKE TERRACE, WA 98043
SITE ADDRESS
19515 94TH PL W
EDMONDS, WA 98020
TAX PARCEL NUMBER
00434600005801
1901h St SW
19 V41 V. S*N
f9
�, Y
rs
's y.
Stark:a Massage
Mobile & Studio
-S
2' x 2- WOOD/STEEL
FILTER FABRIC SECURED
TO x 2' 14 GA
WIRE FABRIC EQUAL
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
TO SLVPORT FILTER
HIE' FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Est �g9� APPROVED BY: R. ENGLISH ER-900
1 FILTER FABRICFENCEDETAIL
C2. Mrs CRY OF EDIJIMS STD DTL ER-90
Schneider Electric fi
Sierra Park
iew Deli
Maplewood Rock
& Gem Club
192nd ST SW
Co
4- v'
rF cc
zF
)
rD
Maplewood
Presbyterian (Church
Crass+Crown
Church Edmonds
Jesus Changes
Everything - Edmond...
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O2 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 CONDITICN 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, DRO-PED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEGMENT 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.
PROJEC'
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
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
' PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
`a{ . 101 APPROVED BY: R. ENGLISH ER-901
8
2 STABILIZED CONSTRUCT)ONEN7RANCE
C2.1 MDT TO SGILE CITY OF EDUaRYS STD DTL ER-901
192nd PI SW
m
l�
G
Shine A Blind America 19
o
m
DF
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DF
tary Schaal
d
9
Viewland Way
�.
Maplewood Park „#
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m
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K
Maplewood Parent
Cooperative911,
Cu
Vista PI
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CL
m
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VC
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Cascade Dr
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21)2r1d St SW
CL
ys
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HAUL ROUTE:
***RIGHT TURN ONLY WHEN ALL ACCESS TO & FROM SITE SHALL UTILIZE 94TH PL W.
HAUL ROUTE AWAY TO USE 94TH PL W TO PUGET DR,
LEAVING 94TH PL W TO ENTER FROM PUGET DRIVE, STAY ON 196TH ST SW TO HWY 99.
PUGET DR. TAKE HWY 99 NORTH OR SOUTH AS DESIRED
HAUL ROUTE TO SITE TO USE 196TH ST SW TO PUGET DR.
TURN ONTO 94TH P. W TO ACCESS SITE
USE FLAGGERS, SIGNS, AND
TRAFFIC CONTROL AS NEEDED NOTE: ONLY SINGLE TRUCKS SHALL BE USED.
PER MUTCD STANDARDS. *** NO TRAILERS
irk.
191 st St SW
U
Lynndale b
Elementary SchcHol 9 r
192m,p1 sw
a
ti14.l T
7 >
'b fb
RDyal India Fine
Dining & Catering
Aft
Edmo
QFC 4?
199th St SW
2DDth Si SW
201 S1 St SW
201 Ft St SW C,
rr
VE
m
202ndStSW
2102nd PI SW
203rd St SW
193 rd PI SW
GRATE
FILTER SOCK WTH
OVER FLOW HOLES
(TYP)
CATCH BASIN
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 METHDDS BEFORE
OTHER WORK CAN BEGIN.
_
REVISION DATE
TEMPORARY
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
- PUBLIC WORKS
FOR CATCH BASINS
STANDARD
DEPARTMENT
DETAIL
FgA. 189�
APPROVED BY: R. ENGLISH
ER-9D2
naertrare
City of Lynnwood
Municipal Golf Course
3 TEMP0RARYSED1MENTTRAP
C2. Hrs CITY OF WWW Sm DR at-W2
v nY
190th St sw Parkway
rn 191s1$1Sw
D)0
-e
192nd PISW
Edmonds
College
9
193Fdst SW
:E
19Dth St SW
Daleway Park
1N
3 {'�F�a JVyv
A
ry
Hobby Lobby T
193Td St SW {
m
194th St SW
Safeway S ari's
V V
Gold Park Ye YehiS`
�fi r
200t11 St SW
Lynnwood Bowl &.-Skate
Harris Ford Lincoln ;f`f
9 202rad St SW *
I'iJ
ro
Lexus of Seattle
DATE
5-15-23
SITE DETAILS
LANDSVERK
19515 94TH P. W
EDMONDS, WA 99020
DRAWN
1ER
REVISION
-
REwslov
-
REWslov
-
Ly,rjf vood
RESUB
May 18 2023
DMONDS
Trader Joe's � CILOPMTY OF ETSERVI
DEVELOPMENT SERVICES
DEPARTMENT
a
0
j S
ZDE
2D:
ENGINEERING DIVISION
APPROVED AS NOTED
05/18/2023