APPROVED ENG PLN_RESUB 2-Civil_Plan+7.29.2022_2.52.19_PM+3021928PROJECT STATISTICS
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" 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
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. OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
`Sf. 189�j APPROVED BY: R. ENGLISH ER-900
_LS
A
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL 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 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 SPALLS 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 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.
PROJECT
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
7c PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
189� APPROVED BY: R. ENGLISH E R — 9 01
FILTER SOCK WITH
OVER FLOW HOLES
(TYP)
.SIN
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 METHODS BEFORE
OTHER WORK CAN BEGIN.
REVISION DATE
TEMPORARY
JANUARY 2018
CITY OF EDMONDS
SEDIMENT TRAP
STANDARD
7 PUBLIC WORKS
FOR CATCH BASINS
DEPARTMENT
DETAIL
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E R - 9 02
APPROVED BY: R. ENGLISH
6" CLEA
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NEW 1" WATER
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I— �IIII
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COMPACTED GRAVEL II' 4"0 PERFORATED FOOTING DRAIN
8" FOOTING PAD SURROUNDED BY WASHED ROCK
LOCATED AT THE TOE OF THE
(5/8" MINUS) TYP. WALL BELOW 2-4" QUARRY ROCK
BACKFILL. PIPES SHALL DAYLIGHT
@ EACH END OF THE WALL WITH
III ;III ;III A ROCK PAD BELOW OUTFALLS
SITE PLAN
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PROPOSED HOUSE (S.F.R.)
[:E22= COVERED/OPEN DECKS
DRIVEWAY, SIDEWALK (CONCRETE)
W W W W W GRASS LAWN (HYDROSEEDS)
DECORATIVE BUSHES/FLOWERS
SIGNIFICANT AT MATURITY TREES
EROSION CONTROL FENCE
2 0'
0 2 0'
STRUCTURAL FILL SHALL BE PLACED IN MAX. 12" THICK LIFTS
WHICH SHALL BE COMPACTED TO @ LIST 95% PERCENT OF THE
MODIFIED PROCTOR MAX. DRY DENCITY
SITE AREA: 12,076.00 SQ.FT.
STRUCTURE: 2,852.00 SQ.FT.
(COVERED DECK INCLUDED)
MAX. LOT COVERAGE:
ALLOWED
PROPOSED
DRIVEWAY:
IMPERVIOUS AREA:
4,226.60
SQ.FT.(35%)
2,852.00
SQ. FT. (24%)
1,311.00
SQ.FT.
3,988.00
SQ.FT.
GREENSCAPE: 1,652.00 SQ.FT.
MAX. BUILDING HEIGHT:
ALLOWED 25'-0"
PROPOSED 23'-9"
AVERAGE HEIGHT CALCULATION
A B
D C
A 1 396.00' B 423.00' C 416.00' 1 D 395.00'
TOTAL A — D DIVIDED BY 4: AVERAGE HEIGHT - 407.5'
1,630.00' 407.5' GARAGE FL. ELV. - 395.0'
RIDGE ELEVATION - 432.5'
NOTES
— CONNECT WATER LINE TO A NEW WATER METER (1 ")
— CONNECT SANITARY SEWER TO EXISTING SEWER STUB
— CONNECT STORM DRAIN TO EXISTING STUB (VIA CATCH BASIN)
— COVER ALL OPEN GROUND AREA WITH BARK/MULCH MIX
— SEDIMENT SOCKS SHALL BE INSTALLED IN THE CB NEAR AND
ACROSS THE STREET
— THERE IS NO SIGNIFICANT TREES ON THE PROJECT SITE
— (5) SIGNIFICANT AT MATURITY TREES SHALL BE PLANTED
— STOCK PILE SHALL BE COVERED WITHIN 24 HOURS
— ALL DISTURBED AREAS TO BE COMPOST AMENDED
PER 2014 SWMMWW BMP T.5.13
— INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING
APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS,
AND ALL OTHER MEASURES REQUIRED DURING CONSTRUCTION
— TRACER WIRE SHALL BE INSTALLED ON THE WATER SERVICE LINE
— FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR
NOT THE CITY OF EDMONDS
— MINIMUM OF 3' HORIZONTAL SEPARATION AND 1' VERTICAL
SEPARATION IS REQUIRED BETWEEN DRY UTILITIES SUCH AS
POWER, GAS, PHONE, CABLE, ETC. AND SEWER AND STORM
5' FROM ANY CITY MAIN LINE
— IF THE RIM INVERT ELEVATION EXCEEDS 5' THEN A TYPE II
MANHOLE WILL BE REQUIRED
— MINIMUM2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED
UNDER DRIVABLE SURFACES AND 1' UNDER LANDSCAPE AREAS
— EXISTING FAILING, DAMAGED OR NON—ADA COMPLIANT FRONTAGE
IMPROVEMENTS (SIDEWALK AND CURB RAMP) SHALL BE REMOVED
AND REPLACED AS DETERMINED BY THE CITY INSPECTOR
DRIVEWAY SLOPE SHALL NOT EXCEED 14% SLOPE
— SIDE SEWER WILL BE ANCHORED IF SLOPE IS GREATER THAN 20%
SEE LETTER FROM GEOTECH ENGINEER FOR RECOMMENDATION
— IF THE EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED
THE CITY's PUBLIC WORKS DEPARTMENT WILL NEED TV THE LATERAL
TO DETERMINE IF IT IS ACCEPTABLE TO RE —USE.
CONTACT CITY OF EDMONDS PUBLIC WORK SEWER DIVISION
AT (425) 771-0235 TO SCHEDULE INSPECTION.
— STORM DRAIN OVERFLOW SHALL CONNECT TO THE STUB ON THE
PRIVATE PROPERTY
— TREE PROTECTION FENCE SHALL BE PLACED MINIMUM OF 12 FEET
FROM THE FACE OF THE TREE TRUNK
THE ASSIGNED CERTIFIED ARBORIST SHALL BE PRESENTED ON SITE
DURING THE TREE PROTECTION FENCE INSTALLATION
— FOR EXISTING SHARED DRIVEWAY EASEMENT CONDITIONS, REFER TO
REC.# AFN 200410085349
— RESTORATION OF UTILITY PATCHES WITH LESS THAN 20' OF
SEPARATION SHALL BE COMBINED IN FULL OR HALF WIDTH OVERLAY
DEPENDING OF THE EXTENT OF DISTURBANCE. IF UTILITY PATCHES
FALL ENTIRELY WITHIN ONE TRAVEL LINE, THE OVERLAY SHALL
EXTEND TO THE CENTERLINE OF ROADWAY. IF THE UTILITY PATCHES
EXTEND INTO BOTH TRAVEL LINES, THEN THE FULL WIDTH OVERLAY
SHALL BE REQUIRED
— TREE PROTECTION FENCE SHALL BE PLACED AT 12'-0" MIN FROM
THE FACE OF TREE TRUNK
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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:
- CURRENT INTERNATIONAL BUILDING CODE (IBC)
- 2016 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
GENERAL NOTES / CONSTRUCTION SEQUENCE
M:\
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. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND
LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR
EXISTING SITE FEATURES.
16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS.
FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES
AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE
INDICATED ON THE PLANS.
17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS
OTHERWISE APPROVED BY THE ENGINEER.
18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
SYSTEM, UNLESS NOTED OTHERWISE.
19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL
CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE
STORMWATER DETENTION SYSTEM.
EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN
APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES.
31. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
32. 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.
33. 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.
34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
35. 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.
36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS,
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE
UTILITIES.
37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF
SITE UTILITIES WITHIN THE BUILDING.
38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR
ELECTRICAL WORK.
39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION
SYSTEM.
40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY
ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION.
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20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE
DRAWINGS.
21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC
WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE,
PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE
BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR
EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL
BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER.
22. 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.
23. 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.
24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY
SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT
PRIOR APPROVAL.
25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
CONTOURS OR SPOT ELEVATIONS SHOWN.
27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM
5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
28. 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.
29. 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.
30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED
OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO
CONSTRUCTION SEQUENCE NOTES
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
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. DEMOLISH EXISTING STRUCTURES
7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES.
8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE
DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE
IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE
STABILIZED PER EROSION CONTROL NOTES BELOW
9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE
IMPROVEMENTS.
10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO
REVEGETATION OF ENTIRE SITE.
11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY
EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE
STABILIZATION AND APPROVAL BY CITY INSPECTOR.
12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS
SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP
SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT
IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE
STABILIZED.
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CIVIL ENGINEERS
8627 NE 180th Street, Bothell, WA 98011
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I I APPROVED FOR CONSTRUCTION
ICITY OF EDMONDS
I � DATE:
I I
BY
CITY ENGINEERING DIVISION
PROJECT:
VAISVILA RESIDENCE
CLIENT:
Richard Vaisvila
richa rdva isvi Ia@comcast. net
PHONE: 425-299-1739
CURB RAMP
PLAN
17125 69TH PL W
EDMONDS, WA 98026
""' 7/21 /2022
SCALE 1 " = 10'
DWG CURB RAMP
IOB#EE22-70
DRAWN BY BPA
APPROVED BPA
7/25/2022 SHEET -1-OF 1