APPROVED PLN ENG STM RESUB 2 BLD2020-0865+SITE PLAN+CIVIL SET+3.24.2021_2.54.05_PM+2110012* -19.1% CENTERLINE SLOPE APPROVED VIA WAIVER BcoDURING SHORT PLAT REVIEW/APPROVAL
GENERAL NOTES
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE -CITY OF EDMONDS
STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL 'OTHER APPLICABLE
LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
E I N 'ITOWNSHIP Z7N RANGE CURRENT' INTERNATIONAL BUILDING CODE IBCCT U � 4Ev tilt/ . �/� .z
2021 WSDOT APWA STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION
r - z 26 ; _,`/ WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
" _ >I'. ", ° ' SOUND BASIN CURRENT EDITION n.
UTtLIT_.Y" w; CONDUIT
2. STANDARD PLAN. AND TYPE NUMBERS .INDICATED -0N THESE DRAWINGS REFER TO CITY OF EDMONDS
GAS - 2 PVC _ . _ STANDARD DETAILS UNLESS NOTED OTHERWISE V
27040700403500 "...:.:.. /�
f ELEC - 3 PVC-"`- 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN W
M PHONE .2°' PVC PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
SOIL AMENDMENT N(
�- .
T�.V:--- 2" PVC °
GOVERNING AUTHORITY.
ANY AREAS OF THE SITE THAT ARE GRADED
\" "` 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF
/. R ."n � _ ",..- ..-... , ..- ...• _ f OR .COMPACTED DURING CONSTRUCTION
.. f THAT WILL BE LANDSCAPED FOR FINAL "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE
STABILIZATION SHALL HAVE THE TOPSOIL DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF
SEWER SERVICED "
s' „ AMENDED TO MEET BMP T5.13 IN CH. 5 AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE FW-
TO BE INSTALLED �-h �p\,� �.. -. `�.A" .��.....�.. r,.. ,,...... � �... �.._" _..._�- `� �_:"._ ._ :.__. _... � � . .
VOL. 5 OF THE -DOE SWMMWW Except for finished UILDING OCCUPANCY/FINAL PROJECT APPROVAL. Q
/ AT TIME OF rn , < o STORM CROSSING 0
` w_ - slopes exceeding 33 /o, ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
" FOOTING DRAIN TOP -271.5
/ SHORT PLAT "
f - such slopes shall omit 7, THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
/ CONS ,R�ICTION ...��.�-
- DOWNSPOUT DRAIN IE=272.5w_
RI WAY NOTE.
-�,� "��'"�"� "" �"� "� �.:�-�`` --- -'- � � � Q� amended soils and shall THERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED � o
r #•_ - MAX. DRIVEWAY SLOPE SHALL NOT PPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
be stabilized per direction
" "" ""' -' ''" • ? EXCEED 14%. TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER I
of en ineer or record. DISCOVER
�... P. P 27040700404200 9
.."•" b.... AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
K _;r STU T / - GRADE DRIVEWAY TO DIRECT "RUNOFF TO THIS PAN, P / : r OF HI L CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING
2 1 COP SERVICE LIN _ ..........". w .wr. •. .. N
O PER _ _...
Ni� N T I :.�..._ . _... SHORT PLAT ACCESS TO WEST &SHORT UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
CONNECT TIN Ec i FOOTING DRAINS NQT..r., N
" ,,�" F -w:.;» � , ...��� W 0 NECT F00 TG ..:�..� 1fin
w r_. _ .___.. w �i 2
W 1 ETERS _„ PLAT DETENTION SYSTEM. ASSUMES N000MPLETENESSo• 4�
/ - -` __- - - A UM RESPONSIBILITY FOR THE ' OR ACCURACY OF THE EXISTING UTILITIES AND SITE • r '
" DRAIN TO NORTH SDCO j
>. ,- ,m TO BE TIED INTO �
- T4 13E INSTALLED` TIME OF .w-�-• ."� .�'�:-� '•�' ,, � _ FEATURES PRESENTED. ON THESE DRAWINGS. ENGINEER. SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT
STORM STUB TYP. �•
e , < ( ) I ARISE.'
SHORT PLAT "•.-cisTRUC roN DETENTION SYSTEM 1. - UTILITY NOTE.
X88 57 47 E 134 35 - ALL UTILITY SERVICE LINES WEST OF 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACTF O' •s
-- THIS PARCEL WILL BE INSTALLED AS THE UNDERGROUND UTILITIES LOCATION SERVICE 1-800-424-5555 AT LEAST 48 HOURS PRIOR TO ••.. •••
.". 55 LF 6'< ,. VC
" - e " PART OF THE SHORT PLAT CONSTRUCTION. 0 P
u M F
_ "..--5=�4.3% > � IMPROVEMENTS -W STUBOUTS EXTENDED 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE IEw 270.0 -__ 10 �.;�3L 20
> ,.> / E STARTING
»sue ONTO THIS PARCEL ,
a
„ -• � WORK AND SHALL NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES.
2. ..-. _ -- - w- - f - r.. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
;... TOP=274.0
5=6.0 w_"__:. -,1 __.. _._.. WOOD ,. Z I & UTILITY - 1 FOOT MINIMUM VERTICAL SEPARATION
-. .
{ " -=- M = - 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT WHERE APPLICABLE AND SHALL
✓/ _ x -.. - - - _,:... I . ESM T TO BE PROVIDED BETWEEN THE DRY ( )
.._�...:..: s DECK
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN
UTILITIES
&SEWER, WATER, AND STORM.
F 1614380 &
" # STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. U
.e ........................_.... ....................... w a _ 11 F
:._ ; :. d I e. L 6 ..PVC
1619753
•- � �-.:..::..::•::'.�:.:'mow ,,,, •_ ,; ,<-,,, , ,, ,,,;•�,•,. N," a � _ ,.. _ 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
. - ,_ �- .- -� �_ 3 FOOT HORIZONTAL :SPACING TO 'BE
tip: ` S�-4.3CD
✓ .. u ..: aw(..- 40 F PROJECT GEOTECHNICAL REPORT.
w" �p I PROVIDED AS WELL.
.._ �� .. -
w ;..:.....<':. ;. _.._.: ;, a I E 275, 25 .. _... _ s
.......... r' z w. ........::.: �� _ -- a "- s - "...- i 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO
:,....._
276.75- o BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIYE ACTIVITIES i.e. HEAVY
" i _ .; ✓ - ".. ,.. o PIPE DIAMETER MAY BE
, . '..� 2704180010600Q
.- SIDE SEWER
,: t » EQUIPMENT STOCKPILING).
.... ", ,xt w PROP. OORCa OR ASPH 1 REDUCED TO 4 ONCE THE PIPE ONLY e •
A ED a
`.::,... 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE
," " " SERVICES ONE RESIDENTIAL UNIT.
„ e W SEE NOTE\\. ( O
- " --...( 7 -".... _.. ACCEPTABLE TIGHTLINE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC
759 SF
( �'' t ( .- MATERIAL: MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL
1 -- ,
ANY STORM STRUCTURE W/ A RIM TO IE PER GEOTEGHNICAL REPORT
GAS y
_..w OP=273:0 _ N cn - _ __- .. .,;.. _ co I _..,. SDR 35 DIFFERNCE OF MORE THAN 5 SHALL BE A
m - METER -"- -- - . 15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND iN OPERATION PRIOR TO
M_.. - o PROP. SFR . I PE 11 MANHOLE.
,.. IE=269.5 ELEC. / SCH 40 INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. O
_.
- 957 SF o ! N 12
17 METER ( ) 16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS W M . POLY WATER NcoR
"-" _.
2 OF PIPE COVER REQUIRED FOR ALL PIPES W
-• --- - - - F.F.=Z79e5'` r t-_,;� ( F810 HA SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
SERVICE. CONTRACTOR TO` , PHONE & >. o ;` D2729 UNDER DRIVEABLE SURFACES & 1 UNDER
- - ' ' 17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
w- f"" ---INSTALL SER.�ILCEm L+fi E `� _ r A. _- TV BOX GAR-279.0* D _ - �- I LAN�sCAPE AREAS.
EXISTING ACCESS _ "- --' 00 r I SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
WIT ACER _1NI. _ o _ ".__
AND UTILITY," _.' .� " w - - "'" ���' -- � � 01138300099900 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
SPACED WOOD -•• 7041800109300 ww_
Vj
EASEMENT ;` SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. o
AF 201808135001'- _".. w" ...__ ._. " _ y STORM DRAINAGE AREA SUMMARY
-- - -D-E(K _ y I 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO
" . -_ _._-- ". ""•..� " _ THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE
TOTAL IMP. APPROVED WITH SP =8,050 SF
_.w
I
SITE DATUM
w REQUIREMENTS AND STANDARDS.
N
" ,.. •'-- 20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
i CTR HAN =.-250.70 d-' m.......... _ _ _.: ( IMPERVIOUS CONSTRUCTED W SP =1 511 SF
/ / ACCEPTABLE METHODS FOR THE PREVENT10N OF ON- SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
.... _ -w .. Q „i .._. _.. LOT A -APPROVED BUILDING PERMIT
S SOI 0 - BY SWEEPING. I OF
�-- ..... �.. �. > ( (SEE S SURFACES = 1 SF
L N TE) IMPERVIOUS UR 2,36 21 THE CONTRACTOR SHALL KEEP OFF SITE STREETS CLEAN AT ALL TIMES SW WASHING
- Nw _ -:- _ T. TAIN N IV %� THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
LG TIO ARE V ` 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL ANDLOT B- LLI N 00
ROCK MATERIALS ARE REQUIRED. N
PROPOSED UIMPERVIOUSILDING MISURFACES =
26 05' �> - S PE FINISHED GRADE SHALL CONSTANT BETWEEN FINISHED CONTOURS SPOT 23 S ELEVATIONS
Q _M % SLOPE OF ALL BE C ST SHE NTOU S OR ELE ONS
O 27041800109400 `. _ / 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM C? CV
I DISTANCE OF -10 FEET OR AS RECOMMENDED BY THE PROJECT GEOTECH � .. LO LO
04
25.. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING 1-� d�
AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER W W
W
0 20 40 EXISTING AND PROPOSEDIMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS W
HORIZONTAL SCALE REQUIRED. O
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL It- W
WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
SITE DATA
G. ARAG� ELEVATION NOTE:
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
Z
/+ c cp /
LEGAL DESCRIPTION E TIRE PARCEL
SITE ADDRESSES:.
TAX ACCOUNT NUMBERS:
,E
8344 OLYMPIC VIEW DR GARAGE ELEVATION `PROVIDED IS THE
27041800109300 ELEVATION AT THE DOOR TO THE DRIVEWAY.
INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF .THE AUTHORITIES
..
GOVERNING SAID UTILITIES.
Z
(PER THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE
28. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
COMMITMENT NO. 4229-1876636 DATED AUGUST 1, 2012 AT 7:30 A.M.)
29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE
W oc
PARCEL B:
OMERIAPPLICAHT
SUEVEYOR
REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
W
2 W
/� �/ n� pp n� pp
?
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS OVER A STRIP OF LAND 20 FEET IN
VECTOR ONE, LLC
PACIFIC GEOMATIC SERVICES, INC MAXIMUM SLOPE
M„XIIVIULVI DRIVEWAY J�O�C
30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
I DESCRIBED AS FOLLOWS:
WIDTH, THE CENTERLINE OF WHICH S
2707 WETMORE AVE, SUITE B
EVERETT, WA 98201
KERREL BELL,; PLS
6608 216TH ST;SW, SUITE 304 ALLOWED 14%
LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S,
REPRESENTATIVE AND CITY.
® Z
BEGINNING AT A POINT ON NORTH LINE OF SAID NORTHWEST QUARTER OF THE
MOUNTLAKE TERRACE, WA 98043
31. FIELD STAKE ALL UTILITY .STUBS AT THE PROPERTY LINE.
Uj
' 6' EAST 425.778.5620
NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SOUTH 89 5 A 280 FEET FROM 32. TRENCH BACKFILL OF UTILITIES LOCATED" WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO
THE NORTHWEST CORNER THEREOF; CIVIL ENGINEER f CONTACT WE11ANDS BIOLOGIST 95X COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
Field meeting required with It 33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE
THENCE SOUTH 100 FEET, THENCE SOUTH 20' WEST 100 FEET; THENCE SOUTH 14'26'3Q" OMEGA ENGINEERING, INC. WETLAND RESOURCES, INC. ee g equ ed City
EAST TO SOUTH LINE OF NORTH 221 FEET OF SAID SUBDIVISION. EXCEPT ANY PORTION JOSEPH SMEBY, PE JOHN LAUFENBERG Inspector t0 establish final driveway PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES.
THEREOF LYING WITHIN THE MAIN TRACT. 2707 WETMORE AVE. 9505 19TH AVE SE, SUITE 106 p y U
EVERETT, WA'98201 EVERETT, WA 98208 SIOpeS Irl COfTlpllarlCe with City Of
SITUATE IN THIS SNOHOMISH COUNTY, WASHINGTON. 425.387.3820 425.337.3174 Edmonds Code. - _j 0 �-
F:425.259.1958 NOTES J Co
HEIGHT CALCSs
274.6 12 DEV. FLOW
278.92 Al278,1. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES. s
WIDE ARROWS A=290.0 N
D%W 18, ( TYP.) B 274.0 2. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF >� o
o _ �, C = 273.0 EDMONDS. Z > a_o W
_ _.. 279.44
D = 285.0 fn Z 't
TOTAL = I,122.0 3. FOR ANY CLEAN -OUT LOCATED WITHIN A DRIVEABLE AREA A DRIVEABLE LID SHALL ALSO BE LLI
` AVERAGE GRADE = 280.5 INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER SERVICE LINES. Z p U
.
274.4 -�- MAXIMUM HT ALLOWED = 305.5 0 W
ACTUAL HT = 305.0 STRUCTURAL LOT COVERAGE: U)
RANDOM FILL 10 a s /15, )
274.6 10,
16
` P-A ED a 278.81
CID\ / FILTER FABRIC ^75.98
i \ \ 278.18
0 W
RESIDENCE 2,457 SF I I O W
GARAGE 600 SF
z 4" PERF PIPE' TOTAL 2,957 SF (20%)
D___ LOT AREA 14,914 SF
ao 1 - „ WASHED ROCK 279.0 PROP. SFR N
O NOT INSTALL
- 279.0 (2,957 SF)
F.F.=279.25
APPROVED BY PLANNING
4" MIN-
90 SPACED WOOD
GRADING QUANTITIES: _ �,� _ ti
DECK
CUT = 200 C.Y.
FILL = 200 C.Y. RFORATED ST\UBDUT Apr 14 2021
GRADING QUANTITIES ESTIMATED BASED CONNECTION DETAIL
ON CURRENT SITE INFORMATION & NOT TO SCALE DRIVEWAY DETAIL 0 20 40
ASSUMED EXCAVATIONSNECESSARYiA"'
goolow
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00
V
�
W N
W
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CALL 48 HOURS
>
BEFORE YOU DIG
811
PROJ. NO. DSN. BY:
APPROVED FOR CONSTRUCTION 16-0915 JMS
a
CITY OF - EDMONDS DATE.
7/1120
4/ 14/2021 SCALE:
DATE: 1" =20'
DRAWING NO.
B Y: i
FOR PROPOSED IMPROVEMENTS. 1 = 20
HoR1zoNTAL SCALE CITY ENGINEERING DIVISION OF L
SUBDIVISION FILE
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH
CITY ENGINEERING DIVISION AT 425-771-0220, EXT.
1326. TWO DAY 48 HR NOTICE IS REQUIRED. ( ) Q
N H P 27N.
SECT C� 18 TQ1��1/1`J� IRANGE 4E, W.Mmz
O
2. REVIEW TEMPORARY EROSION AND SEDIMENT _
:._ CONTROL NOTES. F-
z
-
a
„.. 1,10
,, w ✓N i 3. CALL FOR UTILITY LOCATES. U
.,. STORM DRAINAGE INLET PROTECTION co
o . ;, ► NOTE.
- 4. INSTALL TESC MEASURES AND MAINTAIN DUST
CB INLET PROTEC ON TYP. ... \,:, _.
�, x ><
s :.- ..
�I_ „ z �.e I > FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED CONTROL WHILE PREVENTING DISTURBANCE OF ANY
PER STD. D T. ER 902
WITHIN THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION
�ONTR�AG�O �a PROTECT
AND AS NEEDED PER ER-902 ZONE.
TRES TO THE
K' CONTRACTOR T6INSTALL MAXIMUM EXTENT TE,ASIBLE. ��. M
.,__ _..........,,.. rr _ ::.m, y w SILT FENCE NOTE.
12 HIGH'-HOGFUEL BERM 5. HAVE EROSION CONTROL MEASURES INSPECTED BY W
c F—
'T0 PREVENT RUNOFF
�,,y CONTRACTOR TO INSTALL SILT FENCING WHERE NECESSARY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. Q
FROM SITE ACCESS g _ ALL TEMPORARY 'SEDIMENTATION AND EROSION
.r :.;
- ` _ FLo N _ w sr ALONG PERIMETER IF VEGETATIVE BUFFER DOES NOT
N _ ......._ _..._ Wi G
__.
/- _ a _, .m_- „ 1 PROVIDE ADEQUATE PROTECTION. CONTROL MEASURES MUST BE IN PLACE AND
-CONST. ENT. f ,
ww -= INSPECTED PRIOR TO ANY CONSTRUCTION OR SITEk
- - :,;INSTALL SILT FENC`E%.P STD. a a
IF NEED ER1+
c )
M
. ,..
- � ;�=�" CLEARING. EROSION AND SEDIMENTATION\CONTROL Nam.. ..:, DET. ER-900. SEE NOTE. P „ I
� � TQPSOIL STOCKPILE NOTE..
t —
�;_ PRACTICES AND/OR DEVICES SHALL BE MAINTAINED
-" STOCKPILES ARE TO BE COVERED W PLASTIC UNTIL PERMANENT VEGETATION IS ESTABLISHED.
X '. . a SHEETING WITHIN 24 HOURS.
r� ' w' ..:3�`3- „",�•-"� "".. M. ,,,'"" ,� < ss t ,1 _._ , .. >.. ' � • •'a •••�
! .-, h , _.T 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL
�,` x _ 20
,. ........ _, .
K w `=
f E FEATURES.
SS p
I
i
DRAINAGE TUR
EGRESS
n _�._� ._:.._. :: , .._ .. .. .- • -, .- >� ... \w UTILITY •�
b 10 TEMP ��..
INGRESS,
6. > .,".'.. �- ... .._ -._, - I ' 6. CLEAR, GRUB &ROUGH GRADE SITE. RE .VEGETATE ti �
,.:awn 'S J. < N w..""/ :..-... ... ., '.: f: �^,, ,/ .f"'-->W-"' ESM T
,.�;.,. ASPH/�~f "APRON � � � ,�: ��. � . ,00
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL v� •• F
.. SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH
753 t 1619
TOPSbIL- -ST CK
�. !� �w .,,�,�.. m GRADING (OTHER EXPOSED AREAS SHALL BE
,rr �................ .:.. - \ ._ , ; .__: _ STABILIZED PER EROSION CONTROL NOTES BELOW``
T,
r -
A
SEE {COTE
mow..:.:..:.
:�.: 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS
w
_.. INCLUDING FRONTAGE IMPROVEMENTS.
a-,
. ,
:.
` AREA I
\.
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8. STABILIZE AND COMPOST AMEND .ALL EXPOSED
i - —
w- 0 PRIOR T RE -VEGETATION 0 F SITE.
,: ✓ M
SOILS RIO 0 R VE ATI N 0 ENTIRE
.I�RO�DE ADQLTIQNAL
>.;,
;. ORANGE FENCING AROt1VD
__ .� . ,
,� w� � � � �" , � � � _ r., � �� � �,_ � fir, �. :�., I N �
_r > ,
ESTABLISH LANDSCAPING. AND PERMANENT
, � � � � ._-...__ ACTUAL QRIF,?LtNE OF TREES �� W .
.._
VEGETATION. ALL TEMPORARY EROSION CONTROL
l
-4 , z.. y
...., TO BE� SA��. THE FlELD-.-
_. MEASURES SHALL BE REMOVED UPON FINAL SITE
v
�!
z _ CITY INSPECTOR.
— _ W :. ?�, r� r STAGING' AREA
w
s _.,_,u >,
{ ..._-
1M. tt �i
y _!IgS7, !. _ .Z DURING CONSTRUCTION SITE TESL NOTES
:.r-;=>.
I � � 1 INSTALL AND MAINTAIN ALL TESC MEASURES
.,., e _,....__..__ _. __�f.`.. I ACCORDING TOAPPROVED PLANS CITY OE EDMONDS M
r �...�. p a W
. ,
UMITS OF CLEARING � STANDARD DETAILS AND ALL OTHER MEASURES THAT
y
✓. MARK.. W/` ORANGE ' r'
� N
, 5 .✓'
;. ww ..� MAY BE R U CO FENCING 9.345SF REQUIRED D RING NSTRUCTION.
. ,
-, V
y2. ALL DISTURBED SOILS TO BE LANDSCAPED OR
SEEDED WILL BE COMPOST AMENDED P
,
-
.� !y.� ,.��✓ / % 0 20 40 PRIOR TO FINAL STABILIZATION.
I -
i assCN
y° ✓ w / ..
. ; �a�.__ �v F
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f.
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r� � HORIZONTAL SCALE
17 -
,w �1 �'� TREE TO REMAIN —,i, �� a 1 / w o
�.
> cm�rn
f t� Q 00 d- e—
. /-,.. f �'_ r,,�,e.�`..... / OWNER/CONTRACTOR IS RESPONSIBLE FOR w a'
EROSION CONTROL AND DRAINAGE O 3 O' 01
�� C
W w
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FILTER R� . r- w
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CONSTRUCTIONFILTER
CITY OF
SILT T S TE
CITY S
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FILL = 200 C.Y.
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GRADING QUANTITIES ESTIMATED BASED
CITY OF EDMONDS
ON CURRENT SITE INFORMATION &
DEVELOPMENT
ASSUMED EXCAVATIONS NECESSARY
SERVICES DEPARTMENT
FOR PROPOSED IMPROVEMENTS.
PROD. NO.
DSN. BY:
APPROVED FOR CONSTRUCTION
16-0915
ims
CITY OF EDMONDS
DATE:
7/1 /20
4/14/2021
SCALE:
DATE:
1„ —
_20 ,
CALL 48 HOURS
DRAWING
BEFORE YOU DIG BY;
811
CITY ENGINEERING DIVISION
2
f2l
OF
SUBDIVISION FILE