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LEGAL DESCRIPTION (ENTIRE PARCEL
(PER THE FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE
COMMITMENT NO. 4229-1876636 DATED AUGUST 1, 2012 AT 7:30 A.M.)
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS OVER A STRIP OF LAND 20 FEET IN
WIDTH, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON NORTH LINE OF SAID NORTHWEST QUARTER OF THE
NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SOUTH 89.56' EAST 280 FEET FROM
THE NORTHWEST CORNER THEREOF;
THENCE SOUTH 100 FEET, THENCE SOUTH 20" WEST 100 FEET; THENCE SOUTH 14'26'30"
EAST TO SOUTH LINE OF NORTH 221 FEET OF SAID SUBDIVISION. EXCEPT ANY PORTION
THEREOF LYING WITHIN THE MAIN TRACT.
SITUATE IN THIS SNOHOMISH COUNTY, WASHINGTON.
MARK CENTER OF
HOLE W/ 1" CAPPED
PVC FLUSH WITH
SURFACE
FG=272.0
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BO TT= 266.0
SITE DATA
SITE ADDRESSES: 8344 OLYMPIC VIEW DR
TAX ACCOUNT NUMBERS: 27041800109300
OWNER/APPLICANT
VECTOR ONE, LLC
2707 WETMORE AVE, SUITE B
EVERETT, WA 98201
CIVIL ENGINEER/CONTACT
OMEGA ENGINEERING, INC.
JOSEPH SMEBY, PE
2707 WETMORE AVE.
EVERETT, WA 98201
425.387.3820
F: 425.259.1958
-1/2 INCH WASHED ROCK
RAINAGE GEOTEXTILE
MIRAFI 140N OR EQUAL)
r-OP & SIDES ONL Y)
DRYWELL DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
•
SURVEYOR
PACIFIC GEOMATIC SERVICES, INC
KERREL BELL, PLS
6608 216TH ST SW, SUITE 304
MOUNTLAKE TERRACE, WA 98043
425.778.5620
WETLAND RESOURCES, INC.
JOHN LAUFENBERG
9505 19TH AVE SE, SUITE 106
EVERETT, WA 98208
425.337.3174
3\ FG=272-274 -
VARIES
TOP=270.0 -
0.5'
0.5'
IE= 269.0 J. 0'
BOTT= 266.0 -
27041800106000
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01138300099900
i-(SEE SOIL NOTE)
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0 20 40
HORIZONTAL SCALE
MIMI 71:9111�"WTI4:
ANY AREAS OF THE SITE THAT ARE GRADED
OR COMPACTED DURING CONSTRUCTION
THAT WILL BE LANDSCAPED FOR FINAL
STABILIZATION SHALL HAVE THE TOPSOIL
AMENDED TO MEET BMP T5.13 IN CH. 5,
VOL. 5 OF THE DOE SWMMWW.
DRIVEWAY NOTE:
MAX. DRIVEWAY SLOPE SHALL NOT
EXCEED 14%.
- GRADE DRIVEWAY TO DIRECT RUNOFF TO
SHORT PLAT ACCESS TO WEST & SHORT
PLAT DETENTION SYSTEM.
UTILITY NOTE:
- ALL UTILITY SERVICE LINES WEST OF
THIS PARCEL WILL BE INSTALLED AS
PART OF THE SHORT PLAT
IMPROVEMENTS W/ STUBOUTS EXTENDED
ONTO THIS PARCEL.
- 1 FOOT MINIMUM VERTICAL SEPARATION
TO BE PROVIDED BETWEEN THE DRY
UTILITIES & SEWER, WATER, AND STORM.
- 3 FOOT HORIZONTAL SPACING TO BE
PROVIDED AS WELL.
SIDE SEWER PIPE DIAMETER MAY BE
REDUCED TO 4" ONCE THE PIPE ONLY
SERVICES ONE RESIDENTIAL UNIT.
ANY STORM STRUCTURE W/ A RIM TO IE
DIFFERNCE OF MORE THAN 5' SHALL BE A
TYPE 11 MANHOLE.
2' OF PIPE COVER REQUIRED FOR ALL PIPES
UNDER DRIVEABLE SURFACES & 1' UNDER
LANDSCAPE AREAS.
STORM DRAINAGE AREA SUMMARY
TOTAL IMP. APPROVED WITH SP =8,050 SF
IMPERVIOUS CONSTRUCTED W/ SP =1,511 SF
LOT A -APPROVED BUILDING PERMIT
IMPERVIOUS SURFACES =2,361 SF
LOT B- BUILDING PERMIT
PROPOSED IMPERVIOUS SURFACES =3,716 SF
* GARAGE ELEVATION NOTE:
GARAGE ELEVATION PROVIDED IS THE
ELEVATION AT THE DOOR TO THE DRIVEWAY.
REVISION DESCRIPTION:Q
ADDED DRY WELL DETAIL WITH ELEV.
ADDED ELEVATION INFO TO INF TRENCH DET.
274.6-
WIDE; '
mg, .. ww.
a
274.4 `$
a
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1-1/2 INCH WASHED ROCK _..__. 10'
a
274.E
DRAINAGE GEOTEXTILE 16' .
(MIRAFI 140N OR EQUAL) 75.98 P-A - ED ' a
(TOP & SIDES ONL K) i 278.18
6" PERf PVC ® 0. 009
ROOF INFILTRATION TRENCH DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
279.0
a I °
SPACED WOOD
DECK
DEV. FLOW
ARROWS
(TYP. )
�-279.44
110'
278.81
279.0 PROP. SFR
(2,957 SF)
F.F.=279.25
GAR=279.0*
DRIVEWAY DETAIL
1"=20'
HEIGHT CALCS:
A = 290.0
B = 274.0
C = 273.0
D = 285.0
TOTAL = 1,122.0
AVERAGE GRADE = 280.5
MAXIMUM HT ALLOWED = 305.5
ACTUAL HT = 305.0
1
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:
CURRENT INTERNATIONAL BUILDING CODE (IBC)
2021 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
SOUND BASIN (CURRENT EDITION)
2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS
STANDARD DETAILS, UNLESS NOTED OTHERWISE
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF
"AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE
DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF
AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE
BUILDING OCCUPANCY/FINAL PROJECT APPROVAL.
6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY
OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED
APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER
AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING
UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE
FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT
ARISE.
8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT
THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO
CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING
WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN
STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE
PROJECT GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO
BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY
EQUIPMENT, STOCKPILING).
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE
NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC
MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL
PER GEOTECHNICAL REPORT.
15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS
SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL
SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS.
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
REQUIREMENTS AND STANDARDS.
20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF
CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF
THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND
ROCK MATERIALS ARE REQUIRED.
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS
SHOWN.
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
EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS
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.
CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN
APPROVAL FROM THE FIRE MARSHAL.
27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
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.
28. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE
REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S
REPRESENTATIVE PRIOR TO BACKFILLING.
30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND CITY.
31. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
32. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO
95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE
PI ASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES
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1. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES.
2. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF W
EDMONDS.
3. FOR ANY CLEAN -OUT LOCATED WITHIN A DRIVEABLE AREA A DRIVEABLE LID SHALL ALSO BE a
INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER SERVICE LINES.
STRUCTURAL LOT COVERAGE:
RESIDENCE
2,457 SF
GARAGE
600 SF
TOTAL
2,957 SF (20%)
LOT AREA
14,914 SF
GRADING QUANTITIES:
CUT = 200 C.Y.
FILL = 200 C.Y.
GRADING QUANTITIES ESTIMATED BASED
ON CURRENT SITE INFORMATION &
ASSUMED EXCAVATIONS NECESSARY
FOR PROPOSED IMPROVEMENTS.
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PRODSN.B
APPROVED FOR CONSTRUCTION 16-0915 JMs
CITY OF EDMONDS DATE:
7/1 /20
DATE: SCALE:
1 " =20'
DRAWING NO.
BY:
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STORM DRAINAGE INLET PROTECTION
NOTE:
FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED
WITHIN THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE
AND AS NEEDED PER ER-902.
SILT FENCE NOTE:
CONTRACTOR TO INSTALL SILT FENCING WHERE NECESSARY
ALONG PERIMETER IF VEGETATIVE BUFFER DOES NOT
PROVIDE ADEQUATE PROTECTION.
TOPSOIL STOCKPILE NOTE:
STOCKPILES ARE TO BE COVERED W/ PLASTIC
SHEETING WITHIN 24 HOURS.
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THIS APPLICATION T ALL TT EE OURING
CONSTRUCTION PER1 .
2, ANY SWMENt IN CATCH SASIN'SHALL BE REMOVED WHEN WSERI, IS
ONE-TKIRO FULL.
, CITY I E$ E IO d REWIRED O ALL
' EROSION CONTROL MEIVIODS BEFORt
DTHEA WORK CAN 0046,ft
NC8yp�RUCTION SEQUENCE
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH
CITY ENGINEERING DIVISION AT 425-771-0220, EXT.
1326. TWO DAY (48 HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT
CONTROL NOTES.
3. 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. HAVE EROSION CONTROL MEASURES INSPECTED BY
CITY OF EDMONDS CITY 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 IS ESTABLISHED.
6. ROUGH GRADE SITE AS REQUIRED TO INSTALL
DRAINAGE FEATURES.
6. CLEAR, GRUB & ROUGH GRADE SITE. RE -VEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL
SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH
GRADING. (OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW)
7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS,
INCLUDING FRONTAGE IMPROVEMENTS.
8. STABILIZE AND COMPOST AMEND ALL EXPOSED
SOILS PRIOR TO RE -VEGETATION OF ENTIRE SITE.
9. ESTABLISH LANDSCAPING AND PERMANENT
VEGETATION. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED UPON FINAL SITE
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
SITE TESC NOTES
1. 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.
2. ALL DISTURBED SOILS TO BE LANDSCAPED OR
SEEDED WILL BE COMPOST AMENDED PER BMP T5.13
PRIOR TO FINAL STABILIZATION.
CALL 487HOUIRSBEFORE 81
GRADING QUANTITIES:
CUT = 200 C.Y.
FILL = 200 C.Y.
GRADING QUANTITIES ESTIMATED BASED
ON CURRENT SITE INFORMATION &
ASSUMED EXCAVATIONS NECESSARY
FOR PROPOSED IMPROVEMENTS.
APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
DATE:
BY:
CITY ENGINEERING DIVISION
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DSN. BY:
16-0915
JMS
DATE:
7/1 /20
SCALE:
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DRAWING NO.
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