FIR2020-0062_Site_Plan_7.6.2020_10.43.36_AMNE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST,
W.M.
SSMH \
RIM=38.59
Y\ IE (S) 8" CONC=30.94
SDMH
IM=38.15
IE (E) 8" PV 2.65�
IE (S) 12" PVC=2
IE (N) 12" PVC=29.30 /
REMOVE AREA DRAIN & 6"/
PIPE. SEE C3.1, C3.3, & CS�.
POWER POLE TO BE
REMOVED, SEE PUD PLANS
VICINITY OF 3,0 0
GALLON CLOD
IN -PLACE LEA ED
�4
\
VICINITY OF
SED-IN-PLACE
EYANCE /01PINGSID
a
i
CIO
I �
I V)
GASOLINE/ UST w
CUT AND CAP / a!?
EXISTING WATER
LINE AT MAIN C' c?
/ STREET
/ EE TO BE /
! �OREMOVED -�
iy. •:
POWER POLE TO BE
REMOVED, SEE PUD PLANS
/ Sc
= 5
IE 8 CHAN = 2 .
CB T-1
RIM=40.03
IE (S) 6" PVC= 37.13
(NW) 8" CHANNEL= 33.63
STAGE ON
CB T-1
/
RIM=37.96
wy IE (N) 6" CONC.=36.66
SDMH
RIM=38.38
IE (NE) 6" PVC=35.83
IE (SE) 6" PVC=35.73 REMOVE CONIC ISLAND AT
--,,IE (SW) 6" PVC=35.38 INTERSECTION CORNER, SEE
/ B T381
30
IE 3" PVC= 36.80", NOTE 8
IE ( 'VC= 36.60 CB T-1
IE (SW = 35.4 RIM-39.28
(NW) 6" PVC= 37.83
G' VIC OF \ INSTALL CB SEDIMENT PROTECTION IN
RMER PUMP ALL CATCH BASINS IN MAIN ST, 2ND AVE
/ ISLAND ��� \ PROPERTY FRONTAGE, ALLEY, AND 4
\ DOWNSTREAM CATCH BASINS
CB T-1
\CLUDING ALLEYWAY TO THE SOUTH).
o RIM=39.12
IE (W) 6" CONIC 37.42 \
YN
a RIM=44.39
'.�:;;`.;,.�-, '•• IE (SE) 12"
PVC= 41.14
Q
IE (NW) 12"
PVC= 39.89
;;''"••
���`'
kk
• � �
'f • • a•',..�.y:••r,j.:.
CB T-1
•f'., \ \
i �••.y ,fit. � I
RIM=45.82
,::`
..Y,!'
IE (SE) 12" P
IE (NW) 12" P
STREET
• .; •n ;.,., y'. •`'. ,\ \\ TREE TO BE I
\
REMOVED
EXISTIN TANKS & LINE "'" i.. y>'., sT•' : �' �`
TO BE EMOVED \ 1,/,9/ "N
''•
' OWER POLE
TO BE
P'�, �•"�="�"''
ST REMOVED, SEE PUD PLANS
REMOVE & REPLACE
DRIVEWAY AND
EXISTING CURB,
*. _; .•:
SIDEWALKS TO
GUTTER, ALLEY
REMOVE & REPLACE ." !v BE REPLACED.
EXISTING CURB, GUTT R, APPROACH, &
SIDEWALK SEE C3.1 & C5.1
ALLEY APPROACH, & "` • >::'= A
SIDEWALK
PROVIDE 4,000 GALLO
STORAGE TANK FOR DIMENT
SETTLING. PUMP SE IMENT-FREE
STORMWATER TO OW
STOCK PILE LOCATION
i (IF NEEDED) KEEP COVERED
I PER DOE BMP C125
\\ I EMO ON -SITE
CONCRETE
ADJACENT / I ci/
PROPERTY (SAME I `�'''` \ ��` ` S\ N :,::• .
OWNER)
INCLUDING JOB STALL FILTER
SHACK IF NEEDE::.,.••`:,• � �`� G •,.,, ..�.• _,,.
FABRIC FEN � � SS I rr '�•:=� ;•:••; '
D I w I __"''` I ��� G gay. ..•::;. :%
CONSTRUCTION VEHICLES MAY
� USE PROPERTY TO THE SOUTH \� oo��• ������ �� �o� �p / ��®TO BACK-IN�TURWAROUND IF
.;'i �� NEEDED v
/ I 1 ` 1 �®
� I
,� \
TEMPORARY EROSION CONTROL AND DEMO PLAN
SCALE: 1" = 20'
TEMPORARY EROSION CONTROL AND DEMO PLAN NOTES:
1. CLOSURES (IF/WHEN NEEDED) SHOULD BE COORDINATED WITH CITY, 48 HRS MINIMUM IN
ADVANCE.
2. REFER TO TRAFFIC CONTROL & HAUL ROUTE PLANS (SHEETS C5.3) AS NEEDED.
3. CONTRACTOR SHALL MAINTAIN EXISTING SIDEWALKS & CURBS AS LONG AS POSSIBLE
DURING CONSTRUCTION. CLOSURES OF SIDEWALKS, ALLEYS, AND/OR PARKING AREAS
BEYOND 72 HOURS SHALL BE SUBJECT TO DISRUPTION FEES.
4. CONTRACTOR TO COORDINATE ALLEY CLOSURES (WHEN NEEDED) WITH ENGINEERING
INSPECTOR, POLICE, FIRE, AND TRASH.
5. MAIN ST SIDEWALK SHALL BE CLOSED ONLY AS NEEDED AS LONG AS IT TAKES TO PERFORM
SPECIFIC TASKS SIDEWALK REPLACEMENTS, UTILITY CONNECTIONS, ETC.
6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF
EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING
CONSTRUCTION.
7. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13.
8. ANY WORK TO BE COMPLETED AT CURB BULB OUTS (DEMO, INSTALL, ETC.) SHALL BE
COORDINATED WITH CITY OF EDMONDS ENGINEERING AND PARKS DEPARTMENTS.
.w' A)
T ` \
/ ROUGH GRADE SITE AS \
PROVIDE CO STRUCTION SHOWN, BUILD UP TO
ENTRANCE S NEEDED TO ALLEY GRADES
PREVENTS DIMENT 3 �ry T LIMITS OF CLEARING &
TRACKING GRADING (TEMP. CHAIN LINK
'� / FENCE TO BE INSTALLED
ALLEY STORM DRAIN REPLACEMENT SEQUENCE:
AROUND SITE AT THIS
a !! LOCATION AND REMAIN
DURING CONSTRUCTION).
Y-
DEMO EXISTING BUILDING
® / (ALREADY COMPLETED UNDER
PREVIOUS PROJECT)
REMOVE EXISTING RETAINING
WALL; ROUGH GRADE TO
rf ALLEYS
DEMO 125 LF- OF EXISTING SD MAIN;
SEE C3.1 & C5.1 FOR NEW STORM
AND PAVEMENT RESTORATION. SEE
ALLEY STORM REPLACEMENT
SEQUENCE
SSMH
RIM=42.95
8" CHANNEL CHANNEL
8
as \ c\ \
/ \ OS ` \
S
\ (2.6 \
CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIALS ASSOCIATED WITH
MAINTAINING ADEQUATE CONTROL OF EXISTING FLOWS IN THE EXISTING STORM
PIPE DURING CONSTRUCTION. FROM THE MOMENT THE PIPE IS CUT OR ALTERED,
UNTIL THE NEW LINE IS APPROVED BY THE CITY OF EDMONDS, CONTRACTOR MUST
PROVIDE CONTINUOUS OPERATION OF THE BYPASS SYSTEM DURING DAYTIME
CONSTRUCTION ACTIVITY, INCLUDING AN ADEQUATE REFUELING PLAN TO
MAINTAIN SUCH OPERATIONS. STORMWATER FLOWS SHALL BE RE-ESTABLISHED
AT THE END OF EACH DAY, DISCHARGING TO AN APPROVED LOCATION, PUMPING
SYSTEMS SHALL NOT BE LEFT OPERATIONAL OVERNIGHT.
1. DIVERT FLOW VIA TEMPORARY PUMPING TO EXISTING CBI IN 2ND AVE S.
2. REMOVE CB T-1 (ALLEY ROW) AND PIPE PER PLAN.
3. INSTALL CB'S 2,3, AND 4 AND PIPE PER C3.1.
4. RE -CONNECT EXISTING STORM SYSTEMS.
Y
20 0 10 20
2' x 2' WOOD/STEEL
FILTER FABRIC SECURED
TO2'x 2' 14•CA
WIRE FABRIC EQUAL
NAINg BACKFILL MATERAL
FILTER FABRIC MATERIAL IN COPMNOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2' x 2' WOOD/STEEL POSTS
rSUPP
ENCE
ORT
FILM
i TO SUPPORT FILTER
FABRIC
BURY BOTTOM OF FILTER
MATERIAL 8' TO 12'
NOTES:
I. COMRACrw/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION 01>NTROL 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 PATE
CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017
PUBLIC WORKS FILTRATION SYSTEMS STANDARDS
DEPARTMENT DETAIL
�S I • 1g90 Ai'Pf20VE4 BY: R. ENGLISN E R-900
SCALE:: NTS
GRATE
ML70 SOCK WITH
(am')
CATCH BASIN
CATCH BAS♦1 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.
m�w�Yrrrrrr,r
REVISION DATE
AUGUST 2Dn
CITY OF EDMONDS
SEDIMENT TRAP
SEDIMENT
PUBLIC WORKS
FOR CATCH BASINS STANDARD
DEPARTMENT
DETAIL
`s r • ,a
APPROVED BY: R. ENGLSH ER-902
SCALE: NTS
is, Mw
PROVIDE FULL WIDTH
OF INGRESS/EGRESS
•DU -AIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDEC AS NECESSARY TO ENSURE MATERIAL 6 NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY,
�OZntATTS DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN, SEE TABLE BELOW FOR REQUIRED LENGTH.
1. SURFACE WATER - ALL SURFACE. WATER FLCWING 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 SPAL.LS 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 I ENANG THE SITE. WHN WASHING IS USED, Pt SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4. INSPECTION AND NEEDED MAINTENANCE SHAI_ 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
e 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
TE
STABILIZED CONSTRUCTION AUUGSUST 2017
CITY OF EDMONDS ENTRANCE
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
ZSI. t89d APPROVED BY: R. ENGLISN ER-901
SCALE: NTS
ENGINIEeRING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
253135
s�
�IONAL
03/ 2012020
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DESIGN: TAF
DRAWN: ATD
CHECK: JPU
JOB NO: 19144.20
DATE: 08/29/19
SHEET:
C201