ENG PROJECT ASBUILT (2)* - I DURING
CENTERLINE SLOPE APPROVED VIA WAIVER
DURINGSHORT PLAT REVIEW/APPROVAL0,7GENERAL 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
8344
3 w 4 /'1 LY M P � /-'� VIEW
/ I E ` /� / O R LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES. AND REGULATIONS:
jV'� 4 (`./) /�.J V V \V/ CURRENT INTERNATIONAL BUILDING CODE (IBC)
2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
G 1 /s _[ `�ltd=2+61.37 WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
i UTILII `CONDUIT j It 2159-3 f -P:'V% SOUND BASIN (CURRENT EDITION)
L
27040700403500 2" PVC
2 `Ir I STANDARD 2.
STANDARD P,LAN AND TYPE NUMBERS UNLESS NOTED OTHERWISE INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
6AS - �� f°
' ELEC - 3" P / r--''~�'"--�.:.`' "{ 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN
PHONE _ PVC '~ E' / PROGRESS..DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
2" PVC ! SOIL AMENDMENT NOTE:
r ✓ _ ANY AREAS OF THE SITE THAT ARE GRADED
GOVERNING AUTHORITY.
' - ✓ �-'-',,.,r''~ QR-� ,: ,-- .,"_. --- `"" -'" " OR COMPACTED DURING CONSTRUCTION 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF
THAT WILL BE LANDSCAPED FOR FINAL "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE
r SEWER SERVICE STABILIZATION SHALL HAVE THE TOPSOIL DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF
TO BE INSTALLED O\� `~ �' II I 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
AT TIME OF �r _ VOL. 5 OF THE DOE: SWMMWW. - BUILDING OCCUPANCY/FINAL PROJECT APPROVAL
i SHORT PLAT O O. -"' - 16. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
/ CONS TION r'_- C�NIytCT F00�IN6 p i f I I 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
\ / �✓ r' I f I DRIVEWAY NOTE: OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
DRAIN TO X INFILTRATION—
TRENCH/MAX. DRIVEWAY SLOPE SHALL NOT APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
/ DRYWWL y 36'X6', SEE, SECTION' 27 40700404 fl0' "' 1 EXCEED 147 TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
ram- 2by k7 4 2 I 1 AND PROTECT ANY OTHER UTILIZES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
/ 2 1" COP SERVICE LIN _._ __ - - % j - ._C$ I' I - GRADE DRIVEWAY TO DIRECT RUNOFF TO OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING
( ) rS V7 f' RIM 2iT�273.70 AB -- -- I SHORT PLAT ACCESS TO WEST &SHORT UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
W/TERS / f _ _ _
'{ -. / � ~ 'm ��� � � � �" ^^ IE =269. A � -'-- - "' 't � I PLAT DETENTION SYSTEM. ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
TO'IBE INSTALLED T' TIME,/OF - �^° -' I 38.. LF 4 PVC Q (W)( S) �.,� : I FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS. THAT
}: SHORT PLAT,GORUC (ON r F-IE(S)=269.8 AB I, I ARISE.
1 s=2o.4 pp(( TILITY NOTE ' T r " !j, > Nt9t / 7 E' 134.35' I - - - •
ALL UTILITY SERVICE LINES WEST OF 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT
12 `i±. 6''. PVC r I THIS PARCEL WILL BE INSTALLED AS THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
" y PART OF THE SHORT PLAT CONSTRUCTION.
S=20. " I IMPROVEMENTS W/ STUBOUTS EXTENDED 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING
j25 LF 6" PVC 22 LF 6' P C �. _ p_ -SPACED -1 I ONTO THIS PARCEL. WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
INGRESS, 'EGRESS
.- SDCO I ' 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
WOOD ' & UTILITY - 1 FOOT MINIMUM VERTICAL SEPARATION
:l-... I TO BE PROVIDED BETWEEN DRY
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
Y s " �" / 1 C DECK ESM'T N THETHOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN
L - / - UTILITIES &SEWER, WATER, AND STORM.
O AB ° , . r'' IE=27IR
.,,". -' AF#161.4380 & - STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
-
-. � � `. �..." : s , ... 1 . L�� ,6PVC- :.- -.,.. ,: J"-,f -3FOOT HORIZONTAL SPACING TO BE 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
40'
,� PROVIDED AS WELL. PROJECT GEOTECHNICAL REPORT.
ram- ,-o ;,,-.^ , ; �, ,^^"` :.,,,. �`"` :. ,..:'- �,,.a "� �. 1 I .::� <-.-S•B%(AB SC6-"' --'' -- •`'., -O I- 13. SUBGRADE SOILSIN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO
�.-;---�._..r_" ...- , 'S O - BE PLACED- SHALL BE DELINEATED AND PROTECTED AT ALL. TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
pvNj TOP276.42(ABt SIDE SEWER PIPE DIAME R MAY BE %PROPLL DOIN. ASPH,, - ro 01060 ONLY
2704180 00
EO " .,, IE-z$E 7•$2(AB O -'"{ REDUCED TO 4" ONCE THE PIPE 0 EQUIPMENT, STOCKPILING):
- -- - 14. MANHOLES CATCH BASINS UTILITIES AND PAVEMENT SHALL
BEAR ON MEDIUM DENSE TO VERY DENSE
r 1 _ . _D/W (SEE NOSE) [ I SERVICES RESIDENTIAL UNIT.
-� �" _ ,� -"~ 3 W NATIVE SOIL OR COMPACTED STRUCTURAL FELL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC
(759 SF) I MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL
SSC6 - q 78 �1
3 GAS- ANY STORM STRUCTURE W/ A RIM TO IE PER GEOTECHNICAL REPORT.
0_P=Q33 8274.97 AB�.... - METER __ io '' . DIFFERNCE OF MORE THAN 5' SHALL BE A
IE=269.27 AB`` - y O " PROP. SFR m 15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
. ELEC. O TYPE II MANHOLE.
4
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
,l n
\ 957 SF o
in
7 ) 16. ALL ROOF DRAIN PERIMETER U T H BASINS AND OTHER EXTERNAL DRAINS
- � - --" 1-�. POLY WATER -- m f S,FOUNDATION DRAINS, CATCH
I j w _ , , 1 METER F.F.=279.2_5- N I 2' OF PIPE COVER REQUIRED FOR ALL PIPES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
_ -- `" SERVIICE._C_ONTRACTOR T6 PHONE & ._: f' N -
m r o UNDER DRIVEABLE SURFACES & 1 UNDER
r f r INSTALL SERVICE -LINE" ~ _ m " a ~ TV BOX �AR-279.0* p _ _ iI I LANDSCAPE AREAS. 17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
^I. EXISTING ACCESS .�. ,�„-N4TI-I__ ACF,IZ.-W - 1 I SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION .SYSTEM.
AND UTILITY,- -' v r _ _ - s`' - ` 01138300099900 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
EASEMENT �_ f ' SPACED WOOD I`? �' 7041800109300 I SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
AF 201808135001- �- - _ � DECK ` - - I STORM DRAINAGE AREA SUMMARY
.- -- ""` � \ ,� '- -- _._ .: "" ; 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
N TOTAL IMP. APPROVED WITH SP =8,050 SF
r SITE
DATUM '' '� "`' r "`� `"� _- " -- - -w"' I REQUIREMENTS AND STANDARDS.
'f I CTR F'IAN =-`250.70_. � ✓" r '� ! ~ - � ��` '�'�" '�, \ � � � _ 20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
_ n: w9 / ` I IMPERVIOUS CONSTRUCTED W/ SP =1,511 SF ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF
276418OOIfl9M20Q - - '- tl CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
10 B$ f r I SEE SOIL NOTE)LOT A -APPROVED BUILDING PERMIT 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
` / 'j ✓ �" - 4 - \ e TAIN N IV E j� IMPERVIOUS SURFACES =2,361 SF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL
EU° TIO ARE i l ( ) 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND
,� ( ry / , Pj LOT B- BUILDING PERMIT - ROCK MATERIALS ARE REQUIRED.
g PROPOSED IMPERVIOUS SURFACES =3,716 SF
$' � � �_�"' ;/ / / 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS
SHOWN.
27041800109400 '` /' 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM
~'
DISTANCE OF 10 FEET OR AS RECOMMENDED BY THE PROJECT GEOTECH.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING
AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER
1 0 20 40 EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
I?,' 1, / _ e,r- EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS
/ 1 i / (� / HORIZONTAL SCALE REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL
WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS.
t CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
SITE DATA * GARAGE ELEVATION NOTE: 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
LEGAL DESCRIPTION (ENTIRE PARCEL• SITE ADDRESSES: 8344 OLYMPIC VIEW DR GARAGE ELEVATION PROVIDED IS THE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
TAX ACCOUNT NUMBERS:. 27041800109300 ELEVATION .AT THE DOOR TO THE DRIVEWAY. EXISTING UTILITIES SHALL BE MADE ONLY NTH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES
GOVERNING SAID UTILITIES.
(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.) C - 29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE
PARCEL B: : .OWNER APPLICANT SURVEYOR REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
J/ REPRESENTATIVE PRIOR TO BACKFILLING.
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS OVER A STRIP OF LAND 20 FEET IN VECTOR ONE, LLC PACIFIC GEOMATIC SERVICES, INC 30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: 2707 WETMORE AVE, SUITE B KERREL BELL, PLS LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
EVERETT, WA 98201 6608 216TH ST SW, SUITE 304 - - REPRESENTATIVE AND CITY.
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.
NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SOUTH 89-56' EAST 280 FEET FROM 425.778.5620
THE NORTHWEST CORNER THEREOF; - 32.' TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO
CIVIL ENGINEER/CONTACT WETLANDS BIOLOGIST 95% COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
THENCE SOUTH 100 FEET, THENCE SOUTH 20' WEST 100 FEET; THENCE SOUTH 14'26'30" OMEGA ENGINEERING, INC. WETLAND RESOURCES, INC. 33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE
PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES
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EAST TO SOUTH LINE OF NORTH 221 FEET OF SAID SUBDIVISION. EXCEPT ANY PORTION
JOSEPH SMEBY, PE
JOHN LAUFENBERG
THEREOF LYING WITHIN THE MAIN .TRACT.
2707 WETMORE AVE.
9505 19TH AVE SE, SUITE 106
v
EVERETT, WA 98201
EVERETT, WA 98208 -
SITUATE IN THIS SNOHOMISH COUNTY, WASHINGTON.
425.387.3820
425.337.3174
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4.
F: 425.259.1958
NOTES
HEIGHTCALCS•
FG=272.0
BOTT= 266.0
MARK CENTER OF
HOLE W/ 1" CAPPED
PVC FLUSH WITH
SURFACE
SON4"SON
PVC INLET
2.0'�
1' MIN.
& SIDES ONL
SEASONAL HIGH
GROUND -WA TER
DRYWELL DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
FG=272-274 -
VARIES
TOP=270.0 -
0. 5'
0. 5'
IE= 269.0 -
J. 0'
BOTT= 266.0 -
J. 0, 1 J. 0,
SEASONAL HIGH
V/TVV/VLl-YYH /G/C
274.6 12
WI Di
,
D/
TOPSOIL /BACKFILL
46
274.4
1-112 INCH WASHED ROCK i _1 0'
DRAINAGE GEOTEXTILE 274'6 16'
(MIRAFI 140N OR EQUAL) 75 98
(TOP & SIDES ONL K) _ 1 278.18-
I
7U/N.
ROOF INFILTRATION TRENCH DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
r/
m276_92 j.z78.4 - DEV. FLOW
T1 RROWS A=290.0
TYP.) B - 274.0
0 279.44 C = 273.0
D = 285.0
s -1 TOTAL = 1,122.0
AVERAGE GRADE=280.5
MAXIMUM HT ALLOWED = 305.5
1 I ACTUAL HT = 305.0
S
10''
A ED' 278.81
- 279.0
SPACED WOOD
DECK
279.0 PROP. SFR
(2,957 SF)
F.F.=279.25
GAR=279.0*
DRIVEWAY DETAIL
1"=20'
m
20 40
HORIZONTAL SCALE
1. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES.
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2. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
j
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EDMONDS.
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3. FOR ANY CLEAN -OUT LOCATED WITHIN A DRIVEABLE AREA A DRIVEABLE LID SHALL ALSO BE
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INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER SERVICE LINES.
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STRUCTURAL LOT COVERAGE:
W
THESE PLANS ARE AS -BUILT DRAWINGS,
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RESIDENCE 2,457 SF AND THE INFORMATION SHOWN ACCURATELY
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GARAGE 600 SF REFLECTS EXISTING FIELD CONDITIONS
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PROVIDED BY RON HILLIARD, PLS AS OF
TOTAL 2,957 SF (zo°r") NOVEMBER 2023.
I_
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N
LOT AREA 14,914 SF
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GRADING QUANTITIES:
CUT = 200 C.Y.
FILL = 200 C.Y.
GRADING QUANTITIES ESTIMATED BASED
ON CURRENT SITE INFORMATION &
ASSUMED EXCAVATIONS NECESSARY
FOR PROPOSED IMPROVEMENTS.
PERMIT #: BLD2020-0865
CALL 48 HOURS >
BEFORE YOU DIG
811
PROJ. NO. DSN. BY:
APPROVED FOR CONSTRUCTION 16-os15 �Ms.
CITY OF EDMONDS DATE:
7/1 /20
SCALE:
DATE: 1" =20'
DRAWING NO.
BY:
CITY ENGINEERING DIVISION 1 of
SUBDIVISION FILE #: