HomeMy WebLinkAboutPermit File BLD-2024-0384 4507 Oakes AvenuePARCEL: P31573
LEGAL DESCRIPTION:
APPLICANT: MCCABE, RICH
12977 Maple Ave
Mount Vernon, WA 98273
3606612879
OWNER: RICH MCCABE
12977 Maple Ave
Mount Vernon, WA 98273
VALUATIONS:
Entered valuation 200000.00 $200,000.00
$200,000.00Total:
FEES:Paid Due
SFR or duplex site plan review $60.00 $0.00
State Building Code Council fee $6.50 $0.00
Storm Water Review Sq Ft $216.48 $0.00
Manufactured Home in Mobile
Home Park
$300.00 $0.00
Park Impact Fee SFR $1,644.37 $0.00
STORM DRAIN GFC ONE ERU $2,056.00 $0.00
SFR TRANSPORTATION
IMPACT FEE
$3,400.68 $0.00
SFR SEWER GFC $11,349.00 $0.00
Fire Impact Fee EMS Portion $438.93 $0.00
Fire Impact Fee Fire Portion $123.81 $0.00
$0.00Totals :
REQUIRED INSPECTIONS
Initial BMP's
Footings
Sewer Line
Tie-Downs
Storm Drain Connection
Permeable Soil Depth
Public Works Final
Building Final
CONSTRUCTION CONTRACTOR:BRIAN SHELLEY PROPERTIES, LLC
5528 SUGARLOAF STREET
ANACORTES, WA 98221
3607084377
License: BRIANSP786K6
Expires: 11/14/2026
$19,595.77
BLD-2024-0384 MANUFACTURED HOME
ISSUED:
EXPIRES:
02/09/2025
08/09/2026
PROJECT NAME: OAKES PROPERTY
SITE ADDRESS: 4507 OAKES AVENUE ANACORTES
Page 1 of 2Printed by : Cheri Gleichmann on: 03/10/2025 11:05 AM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
For inspections, please call (360) 293-1901
Skirting Stormwater Final
Page 2 of 2Printed by : Cheri Gleichmann on: 03/10/2025 11:05 AM
City of Anacortes, WA
MANUFACTURED HOME BLD-2024-0384
ELEC
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W A T E RSEWER
5'
5 '-0 "
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5'
8'
34'-8"
14'-0"
52'-0"
24'-0"
26'-8"
28'-8"
53'-0"
10'
10'
2'
40'
12'
26'
25'
5'
40'
1 0 '
7 '
8 '
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'
1 5 '
30'-6"
5 '-0 "
12'
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LL 8 0 .8 4 '8 0 .8 4 '
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96.81'
96.81'
PP
LL 1.65'1.65'PP
LL
76.23'
76.23'
PP
LL 4.83'4.83'PP
22
33
33
33
15' ACCESS & UTILITY15' ACCESS & UTILITY
EASEMENT AF#883240EASEMENT AF#883240
LL 12.51'12.51'PP
55 6677
99
1010
1111
1313
1414
1515
1616
1717
EXISTING LARGEPINE TREE
EXISTING LARGE
FIR TREE
33
33
11
1919
1919
15' ACCESS & UTILITY15' ACCESS & UTILITY
EASEMENT AF#883240EASEMENT AF#883240
1818
1212
1212
ELECTRICAL CONNECTIONELECTRICAL CONNECTION
PER PSE ELECTRICAL PLANPER PSE ELECTRICAL PLAN
1111
NO OTHER TREESON PARCEL, SEEPROVIDED PHOTOS
88
88
1616
44
2020
6" THICKCONCRETESLAB
PROPOSED CONCRETEPAVER PATH
FIELD VERIFY
PROPOSED REAR DECKLANDING W/ STAIRS
KEYED NOTES
11
22
33
44
55
66
77
99
1010
10' PSE EASEMENT PERAF#8001300014 1111
1212
1313
1414
1515
1616
1717
20' REAR SETBACK LINE
5' INTERIOR SIDE SETBACK LINES
PROPOSED MANUFACTURED HOME(MODEL#72TEM28523AH24)
PROPOSED FREESTANDING GARAGE
PROPOSED CONCRETE APRON
PROPOSED CONCRETE WALKWAY
EXISTING POWER POLE
PROPOSED PRIVATE WATER LINE FROMOAKS AVENUE, FIELD VERIFY CONNECTION
PROPOSED PRIVATE SEWERLINE TO OAKES AVENUE
PROPOSED ELECTRICAL SUPPLY LINEPER PSE ELECTRICAL PLAN
24" OVERHANGS, TYP.
EXCAVATED SOIL, COVERWITH TARP WITHIN 24HRS, TYP.
ALL DOWNSPOUTS TO TIGHT LINETO OAKS AVENUE CATCH BASIN
AREA OF DISTURBANCE, TYP.
PROPOSED GRAVEL DRIVE / PARKING, CONNECTING TO15' ACCESS EASEMENT, AF#883240 TO OAKES AVENUE
1818
1919
PROPOSED TIGHT LINE TO OAKS
AVENUE CATCH BASIN, TYP.
8' UTILITY EASEMENTPER AF#9006080111
88 OPEN LAWN / GRASS
2020 PROPOSED STAIRCASE
LOT COVERAGE:LOT COVERAGE:
PROPOSED IMPERVIOUS AREA:PROPOSED IMPERVIOUS AREA:
1.1.PROPOSED FREE STANDING GARAGE: 336 SQ. FT. PROPOSED FREE STANDING GARAGE: 336 SQ. FT.
2.2.PROPOSED CONCRETE APRON: 100 SQ. FT. PROPOSED CONCRETE APRON: 100 SQ. FT.
3.3.PROPOSED CONCRETE WALKWAY AND EXPOSED MOBILE SLAB: 227 SQ. FT. PROPOSED CONCRETE WALKWAY AND EXPOSED MOBILE SLAB: 227 SQ. FT.
4.4.PROPOSED GRAVEL DRIVE / PARKING: 731 SQ. FT. PROPOSED GRAVEL DRIVE / PARKING: 731 SQ. FT.
5.5.PROPOSED MANUFACTURED HOME: 1386 SQ. FT. PROPOSED MANUFACTURED HOME: 1386 SQ. FT.
6.6.PROPOSED DECKS, LANDINGS & STAIRS: 27 SQ. FT. PROPOSED DECKS, LANDINGS & STAIRS: 27 SQ. FT.
7.7.PROPOSED CONCRETE PAVER PATH: 68 SQ. FT. PROPOSED CONCRETE PAVER PATH: 68 SQ. FT.
TOTAL PROPOSED NEW= 2875 SQ. FT. IMPERVIOUS AREATOTAL PROPOSED NEW= 2875 SQ. FT. IMPERVIOUS AREA
NOTES:NOTES:
1.1.NOT A SURVEY. OWNER / CONTRACTOR TO VERIFY ALL PROPERTYNOT A SURVEY. OWNER / CONTRACTOR TO VERIFY ALL PROPERTY
LINES, SETBACKS AND RESTRICTIONS PRIOR TO CONSTRUCTIONLINES, SETBACKS AND RESTRICTIONS PRIOR TO CONSTRUCTION
2.2.EROSION CONTROL: COVER ALL EXCAVATED SOIL WITH TARPEROSION CONTROL: COVER ALL EXCAVATED SOIL WITH TARP
WITHIN 24 HRSWITHIN 24 HRS
IMPLEMENT BMP'S AS NEEDED OR AS SITE CONDITIONS CHANGEIMPLEMENT BMP'S AS NEEDED OR AS SITE CONDITIONS CHANGE
3.3.ALL DOWNSPOUTS TO TIGHT LINE TO DRY WELL PER DETAIL ALL DOWNSPOUTS TO TIGHT LINE TO DRY WELL PER DETAIL
4.4.ADDRESS: 4507 OAKES AVENUE ANACORTES, WAADDRESS: 4507 OAKES AVENUE ANACORTES, WA
5.5.PARCEL#: P31573PARCEL#: P31573
1.1.PROPOSED FREE STANDING GARAGE: 336 SQ. FT.PROPOSED FREE STANDING GARAGE: 336 SQ. FT.
2.2.PROPOSED MANUFACTURED HOME: 1386 SQ. FT.PROPOSED MANUFACTURED HOME: 1386 SQ. FT.
3.3.PROPOSED DECKS, LANDINGS & STAIRS: 27 SQ. FT. PROPOSED DECKS, LANDINGS & STAIRS: 27 SQ. FT.
LOT SIZE: 7459 SQ. FT. +-LOT SIZE: 7459 SQ. FT. +-
TOTAL LOT COVERAGE (BUILDINGS): 23.4%TOTAL LOT COVERAGE (BUILDINGS): 23.4%
TOTAL IMPERVIOUS COVERAGE: 38.5%TOTAL IMPERVIOUS COVERAGE: 38.5%
LANDSCAPING AREA:LANDSCAPING AREA:
1.1.LOT SIZE: 7459 SQ. FT.LOT SIZE: 7459 SQ. FT.
2.2.PROPOSED TOTAL IMPERVIOUS SURFACE: 2780 SQ. FT. PROPOSED TOTAL IMPERVIOUS SURFACE: 2780 SQ. FT.
3.3.TOTAL LAWN & LANDSCAPING AREA: 4679 SQ. FT. TOTAL LAWN & LANDSCAPING AREA: 4679 SQ. FT.
TOTAL LANDSCAPING AREA= 62.7%TOTAL LANDSCAPING AREA= 62.7%
20'0'20'40'60'
SCALE: 1"=20'-0"
1"=20'-0"
SITE OVERVIEW
C1
SITE OVERVIEW
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
NOTE:
SEE PARCEL LEGAL DESCRIPTION ON C-2
SEE BMP CALLOUT KEY ON C-3
NTS
VICINITY MAP
REV 2-5-25
SEE MUNICIPAL CODE 19.42.020
-LOT COVERAGE MAXIMUM: 35%
-MINIMUM LOT SIZE FOR ONE SFR: 7500 SQ. FT.
-MINIMUM LANDSCAPED AREA: 20%
-MAXIMUM BUILDING HEIGHT: 35 FT.
-STREET SETBACK, SFR & GARAGE: 20 FT.
-SIDE STREET SETBACK: 10 FT.
-INTERIOR SIDE SETBACK: 5 FT.
-REAR SETBACK: 20 FT.
ANACORTES CITY ZONING (R2)
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
REV 2-5-25
PARCEL LEGAL DESCRIPTION
(0.1712 ac) LOT 2 OF BOUNDARY LINE SURVEY RECORDED UNDER AF#202111040147, DESCRIBED AS FOLLOWS: THE WEST 4.83 FEET OF THE FOLLOWING DESCRIBED PARCEL: ALL THAT PORTION OF GOVERNMENT LOT 2 OF SECTION 22,
TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, 925.62 FEET TO THE
TRUE POINT OF BEGINNING; THENCE NORTH 30-25-07 WEST A DISTANCE OF 186.837 FEET TO A POINT ON THE SOUTHEAST RIGHT OF WAY LINE OF 3RD STREET; THENCE NORTH 58-30-24 EAST ALONG SAID RIGHT OF WAY A DISTANCE OF
164.38 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE WEST LINE OF THE PLAT OF BARING ADDITION TO ANACORTES, WASH, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON;
THENCE SOUTH 0-45-02 WEST ALONG SAID WEST LINE A DISTANCE OF 247.77 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID GOVERNMENT LOT 2; THENCE NORTH 88-58-36 WEST ALONG SAID SOUTH LINE A DISTANCE OF 42.33 FEET
TO THE TRUE POINT OF BEGINNING. EXCEPT ALL THAT PORTION THEREOF LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG
THE SOUTH LINE OF SAID SUBDIVISION 925.62 FEET; THENCE NORTH 30-25-07 WEST A DISTANCE OF 76.837 FEET TO THE SOUTHWESTERLY CORNER OF THAT CERTAIN TRACT PREVIOUSLY CONVEYED TO GERALD J. FRISKE AND LEONA M.
FRISKE, HUSBAND AND WIFE, BY DEED RECORDED UNDER AUDITOR'S FILE NO. 8010020017, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 58-30-24 EAST ALONG THE SOUTH
LINE OF SAID FRISKE TRACT AND NORTHEASTERLY EXTENSION THEREOF TO AN INTERSECTION WITH A LINE DRAWN FROM AN INTERSECTION OF THE NORTH LINE OF LOT 17, BLOCK 1907, BARING ADDITION TO ANACORTES, WASH., AS PER PLAT
RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, TO A POINT ON THE SOUTH LINE OF SAID LOT 17 WHICH IS 24 FEET FROM THE SOUTHEASTERLY CORNER THEREOF, AND TERMINUS OF SAID LINE.
TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 2 AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., AND ALSO THAT PORTION OF THE VACATED PLAT OF BARING
ADDITION TO ANACORTES, WASHINGTON, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF
SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION FOR A DISTANCE OF 925.62 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF PARCEL 'C' OF THAT CERTAIN PARCEL CONVEYED TO
STEPHEN C. ROBSAHM AS TRUSTEE OF THE ROBSAHM FAMILY TRUST BY DEED RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 9401130011 AND BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 88-58-35 EAST ALONG THE
SOUTH LINE OF SAID PARCEL 'C' OF THE ROBSAHM FAMILY TRUST PARCEL FOR A DISTANCE OF 5.16 FEET; THENCE SOUTH 19-32-27 EAST, 17.22 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY LINE OF THAT CERTAIN PARCEL
CONVEYED TO STEPHEN C. ROBSAHM AS TRUSTEE OF THE ROBSAHM FAMILY TRUST BY DEED RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 200511080090; THENCE SOUTH 70-27-33 WEST ALONG SAID NORTHWESTERLY LINE OR SAID
LINE EXTENDED FOR A DISTANCE OF 55.64 FEET, MORE OR LESS, TO A POINT ON THE EAST LINE OF LOT 154, PLAT OF CLEARIDGE DIVISION II, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGES 57, 58 AND 59, RECORDS OF SKAGIT
COUNTY, WASHINGTON; THENCE NORTH 1-10-44 EAST ALONG THE EAST LINE OF SAID LOT 154 FOR A DISTANCE OF 25.58 FEET, MORE OR LESS, AN ANGLE POINT ON SAID EAST LINE, ALSO BEING A POINT ON THE SOUTH LINE OF SAID
GOVERNMENT LOT 2; THENCE NORTH 88-58-35 WEST ALONG SAID SOUTH LINE, ALSO BEING THE EASTERLY LINE OF SAID LOT 154, FOR A DISTANCE OF 1.65 FEET, MORE OR LESS, TO AN ANGLE POINT ON SAID EASTERLY LINE OF LOT 154;
THENCE NORTH 0-45-02 EAST ALONG THE EAST LINES OF LOTS 154 AND 155 OR EAST LINE EXTENDED, FOR A DISTANCE OF 76.28 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY EXTENSION OF THE SOUTHWESTERLY LINE OF SAID
PARCEL 'C' OF THE ROBSAHM FAMILY TRUST PARCEL RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 9401130011 AT A POINT BEARING NORTH 30-25-07 WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 30-25-07 EAST
ALONG SAID LINE FOR A DISTANCE OF 89.41 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THOSE PREMISES CONVEYED TO TASSO SCHIELKE, ET UX, BY DEED RECORDED AS
AUDITOR'S FILE NO. 201206180163, AND ALSO EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THOSE PREMISES CONVEYED TO LU JI BY DEED RECORDED AS AUDITOR‘S FILE NO. 201805220050. ALSO TOGETHER WITH THAT PORTION
OF LOT 6 OF ANACORTES SHORT PLAT NO. ANA 04-006 AS RECORDED UNDER AUDITOR'S FILE NO. 200505180066, RECORDS OF SKAGIT COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID
LOT 6; THENCE NORTH 70-27-33 EAST 48.10 FEET ALONG THE NORTH LINE OF SAID LOT 6; THENCE SOUTH 19-32-27 EAST 66.615 FEET; THENCE SOUTH 70-27-33 WEST 73.295 FEET TO THE WESTERLY BOUNDARY OF SAID LOT 6; THENCE
NORTH 1-10-43 EAST 71.22 FEET ALONG THE WESTERLY BOUNDARY OF LOT 6 TO THE POINT OF BEGINNING; ALSO TOGETHER WITH THAT PORTION OF LOTS 20 AND 21, BLOCK 1908, BARING ADDITION TO ANACORTES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE IN THE NORTHEAST CORNER OF SAID LOT 18 OF SAID BLOCK 1908, THENCE
SOUTHWESTERLY 88.19 FEET ALONG THE NORTH LINE OF SAID LOTS TO THE POINT OF BEGINNING; THENCE SOUTHEASTERLY PARALLEL WITH THE EAST LINE OF SAID LOT 20 A DISTANCE OF 36.62 FEET; THENCE SOUTHWESTERLY PARALLEL WITH
THE NORTH LINE OF SAID LOTS, A DISTANCE OF 7.54 FEET; THENCE NORTHWESTERLY PARALLEL WITH THE EAST LINE OF SAID LOT 21 A DISTANCE OF 36.62 FEET TO THE NORTH LINE OF SAID LOT 21; THENCE NORTHEASTERLY ALONG THE NORTH
LINE OF SAID LOTS A DISTANCE OF 7.54 FEET TO THE POINT OF BEGINNING; ALSO TOGETHER WITH THE VACATED PORTIONS OF 4TH STREET WHICH BY OPERATION OF LAW ATTACH THERETO.
PARCEL LEGAL DESCRIPTION:
C2
10'2'12'DRIVEWAY SURFACEDRIVEWAY SURFACE
PER PLAN. PER PLAN.
MAX 6% SLOPEMAX 6% SLOPE
ALL NEW PROPOSEDALL NEW PROPOSED
DRIVE / PARKINGDRIVE / PARKING
UNO.UNO.TYP.TYP.TYP.TYP.
6" X 2'6" X 2'
DRAIN ROCK DRAIN ROCK
10'-15' FILTER STRIP10'-15' FILTER STRIP
IF DISTURBED: IF DISTURBED:
MIN. SLOPE-1%MIN. SLOPE-1%
MAX SLOPE-15%MAX SLOPE-15%
8" TOPSOIL OR8" TOPSOIL OR
COMPOSTCOMPOST
AMENDED SOILAMENDED SOIL
UNDISTURBED SOILUNDISTURBED SOIL 4" MIN. COMPACTED BASE4" MIN. COMPACTED BASE
TAPER TOTAPER TO
EXISTING GRADEEXISTING GRADE
HYDROSEEDHYDROSEED
SEE FIG. 5.3.3 PLANTINGSEE FIG. 5.3.3 PLANTING
BED CROSS SECTIONBED CROSS SECTION
C3
SWPPP DETAILS
THE 13 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS
FOLLOWS:
1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE LIMITS
MUST BE MARKED. THIS ELEMENT IS PART OF MOST NORMALCONSTRUCTION PLANS AS ONE OF THE FIRST STEPS.
2. ESTABLISH CONSTRUCTION ACCESS: ALL EROSION CONTROL PLANS
SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE (OR OTHER
METHOD OF PREVENTING SEDIMENT TRANSPORT ONTO THE ROADS). IF ASTANDARD GRAVEL CONSTRUCTION ENTRANCE IS PROPOSED. USE GEO-
TEXTILE FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUIRED FORPLANS THAT PROPOSE WINTER GRADING.
3.DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BENECESSARY TO DETAIN RUNOFF FROM A SITE UNDER CONSTRUCTION. IT
MAY BE NECESSARY TO CONSTRUCT AND USE A DETENTION POND TOCONTROL FLOWS DURING CONSTRUCTION.
4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF FROM THE
CONSTRUCTION SITE, SEDIMENT SHALL BE FROM THE WATER. NOTE THAT
THE WATER QUALITY STANDARDS MUST BE MET.
5. STABILIZE SOILS: ALL EXPOSED AND NON-WORKED SOIL SHALL BESTABILIZED BY USE OF BMP'S. NOTE THERE ARE TIME PERIODS OF
ALLOWED EXPOSURE THAT DEPEND ON THE SEASON. GROUNDCOVER
BOTH TEMPORARY AND PERMANENT NEED TO BE PART OF THE
CONSTRUCTION PLANS.
6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO BE PROTECTED
FROM EROSIVE FLOWS AND CONCENTRATED FLOWS UNTIL PERMANENTCOVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE.
7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REQUIREPROTECTION FROM SEDIMENT AND SILT LADEN WATER.
8. STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT
CONVEYANCE SYSTEMS SHALL BE STABILIZED TO PREVENT EROSION
DURING AND AFTER CONSTRUCTION. CULVERT OUTLETS REQUIRE
PROTECTION.
9. CONTROL POLLUTANTS: THE PLAN SHALL SHOW HOW ALL
POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DERBIES,WILL BE HANDLED. THIS INCLUDES MAINTENANCE OF CONSTRUCTION
EQUIPMENT, FERTILIZERS, APPLICATION OF CHEMICALS, AND WATER
TREATMENT SYSTEMS.
10. CONTROL DE-WATERING: THE WATER FROM DE-WATERING SYSTEMSFOR TRENCHES, VAULTS AND FOUNDATIONS SHALL BE DISCHARGED INTO
A CONTROLLED SYSTEM.
11. MAINTAIN BMP'S: THE PLAN SHALL PROVIDE FOR INSPECTION AND
MAINTENANCE OF THE PLANNED AND INSTALLED CONSTRUCTION BMP'SAS WELL AS THEIR REMOVAL AT THE END OF THE PROJECT.
12. MANAGE THE PROJECT: THE PLAN SHALL OUTLINE HOW THE SITE
SHALL BE MANAGED FOR EROSION CONTROL AND IDENTIFY THE
MANAGEMENT TEAM. IT NEEDS TO COVER PHASING, TRAINING, PRE-CONSTRUCTION CONFERENCE, COORDINATION WITH UTILITIES AND
CONTRACTORS, MONITORING AND REPORTING. IT SHALL PROVIDE FORNOTICE OF PROBLEMS, REVISIONS DURING IMPORTANT ELEMENTS IN THE
MANAGEMENT OF THE PROJECT IS PLANNING FOR CONTINGENCIES
BASED ON THE RISK OF EXPOSURE DURING PHASES OF THE
DEVELOPMENT. IT IS ESSENTIAL THAT PLANNING IS ONGOING
THROUGHOUT THE LIFE OF THE PROJECT.
13. PROTECT ON-SITE STORM WATER MANAGEMENT BMP'S FOR RUNOFFFROM ROOFS AND OTHER HARD SURFACES. ON-SITE STORM WATER
MANAGEMENT BMP'S SHALL BE PROTECTED AT ALL TIMES DURING THE
CONSTRUCTION PROCESS. THIS MAY MEAN THAT STORM WATERMANAGEMENT BMP'S WILL BE INSTALLED TOWARDS THE END OF THE
CONSTRUCTION PROCESS TO AVOID SILTATION AND COMPACTION.
CONSTRUCTION SWPPP
C101 - PRESERVING NATURAL VEGITATION
C105 - STABILIZED CONSTRUCTION ENTRANCE
C120 - TEMPORARY AND PREMANENT SEEDING
C121 - MULCHING
C123 - PLASTIC COVERING
C140 - DUST CONTROL
C150 - MATERIALS ON HAND
C151 - CONCRETE HANDLING
C153 - MATERIAL DELIVERY, STORAGE, AND CONTAINMENT
C160 - CERTIFIED EROSION AND SEDIEMENT CONTROL LEAD
C220 - STORM DRAIN INLET PROTECTION
C233 - SILT FENCING
C234 - VEGETATED STRIP
C235 - STRAW WATTLES
BMP'S TO BE APPLIED AS APPROPIATE
TYP. DRIVEWAY / PARKING DRAINAGE
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
REV 2-5-25
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W A T E RSEWER
5'
5 '-0 "
2
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5'
8'
34'-8"
14'-0"
52'-0"
24'-0"
26'-8"
28'-8"
53'-0"
10'
10'
2'
40'
12'
26'
25'
5'
40'
1 0 '
7 '
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30'-6"
5 '-0 "
12'
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LL7
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LL 8 0 .8 4 '8 0 .8 4 '
PP
LL
96.81'
96.81'
PP
LL 1.65'1.65'PP
LL
76.23'
76.23'
PP
LL 4.83'4.83'PP
22
33
33
33
15' ACCESS & UTILITY15' ACCESS & UTILITY
EASEMENT AF#883240EASEMENT AF#883240
LL 12.51'12.51'PP
55
6" THICKCONCRETE
SLAB
6677
99
1010
1111
1313
1414
1515
1616
1616
1717
EXISTING LARGEPINE TREE
EXISTING LARGE
FIR TREE
33
33
11
1919
1919
15' ACCESS & UTILITY15' ACCESS & UTILITY
EASEMENT AF#883240EASEMENT AF#883240
1818
1212
1212
ELECTRICAL CONNECTIONELECTRICAL CONNECTION
PER PSE ELECTRICAL PLANPER PSE ELECTRICAL PLAN
1111
NO OTHER TREESON PARCEL, SEEPROVIDED PHOTOS
88
88
44
KEYED NOTES
11
22
33
44
55
66
77
99
1010
10' PSE EASEMENT PERAF#8001300014 1111
1212
1313
1414
1515
1616
1717
20' REAR SETBACK LINE
5' INTERIOR SIDE SETBACK LINES
PROPOSED MANUFACTURED HOME(MODEL#72TEM28523AH24)
PROPOSED FREESTANDING GARAGE
PROPOSED CONCRETE APRON
PROPOSED CONCRETE WALKWAY
EXISTING POWER POLE
PROPOSED PRIVATE WATER LINE FROMOAKS AVENUE, FIELD VERIFY CONNECTION
PROPOSED PRIVATE SEWERLINE TO OAKES AVENUE
PROPOSED ELECTRICAL SUPPLY LINEPER PSE ELECTRICAL PLAN
24" OVERHANGS, TYP.
EXCAVATED SOIL, COVERWITH TARP WITHIN 24HRS, TYP.
ALL DOWNSPOUTS TO TIGHT LINETO OAKS AVENUE CATCH BASIN
AREA OF DISTURBANCE, TYP.
PROPOSED GRAVEL DRIVE / PARKING, CONNECTING TO15' ACCESS EASEMENT, AF#883240 TO OAKES AVENUE
1818
1919
PROPOSED TIGHT LINE TO OAKS
AVENUE CATCH BASIN, TYP.
8' UTILITY EASEMENTPER AF#9006080111
88 OPEN LAWN / GRASS
LOT COVERAGE:LOT COVERAGE:
PROPOSED IMPERVIOUS AREA:PROPOSED IMPERVIOUS AREA:
1.1.PROPOSED FREE STANDING GARAGE: 336 SQ. FT. PROPOSED FREE STANDING GARAGE: 336 SQ. FT.
2.2.PROPOSED CONCRETE APRON: 100 SQ. FT. PROPOSED CONCRETE APRON: 100 SQ. FT.
3.3.PROPOSED CONCRETE WALKWAY AND EXPOSED MOBILE SLAB: 227 SQ. FT. PROPOSED CONCRETE WALKWAY AND EXPOSED MOBILE SLAB: 227 SQ. FT.
4.4.PROPOSED GRAVEL DRIVE / PARKING: 731 SQ. FT. PROPOSED GRAVEL DRIVE / PARKING: 731 SQ. FT.
5.5.PROPOSED MANUFACTURED HOME: 1386 SQ. FT. PROPOSED MANUFACTURED HOME: 1386 SQ. FT.
TOTAL PROPOSED NEW= 2780 SQ. FT. IMPERVIOUS AREATOTAL PROPOSED NEW= 2780 SQ. FT. IMPERVIOUS AREA
NOTES:NOTES:
1.1.NOT A SURVEY. OWNER / CONTRACTOR TO VERIFY ALL PROPERTYNOT A SURVEY. OWNER / CONTRACTOR TO VERIFY ALL PROPERTY
LINES, SETBACKS AND RESTRICTIONS PRIOR TO CONSTRUCTIONLINES, SETBACKS AND RESTRICTIONS PRIOR TO CONSTRUCTION
2.2.EROSION CONTROL: COVER ALL EXCAVATED SOIL WITH TARPEROSION CONTROL: COVER ALL EXCAVATED SOIL WITH TARP
WITHIN 24 HRSWITHIN 24 HRS
IMPLEMENT BMP'S AS NEEDED OR AS SITE CONDITIONS CHANGEIMPLEMENT BMP'S AS NEEDED OR AS SITE CONDITIONS CHANGE
3.3.ALL DOWNSPOUTS TO TIGHT LINE TO DRY WELL PER DETAIL ALL DOWNSPOUTS TO TIGHT LINE TO DRY WELL PER DETAIL
4.4.ADDRESS: 4507 OAKES AVENUE ANACORTES, WAADDRESS: 4507 OAKES AVENUE ANACORTES, WA
5.5.PARCEL#: P31573PARCEL#: P31573
1.1.PROPOSED FREE STANDING GARAGE: 336 SQ. FT.PROPOSED FREE STANDING GARAGE: 336 SQ. FT.
2.2.PROPOSED MANUFACTURED HOME: 1386 SQ. FT.PROPOSED MANUFACTURED HOME: 1386 SQ. FT.
LOT SIZE: 7459 SQ. FT. +-LOT SIZE: 7459 SQ. FT. +-
TOTAL LOT COVERAGE (BUILDINGS): 23.1%TOTAL LOT COVERAGE (BUILDINGS): 23.1%
TOTAL IMPERVIOUS COVERAGE: 37.3%TOTAL IMPERVIOUS COVERAGE: 37.3%
LANDSCAPING AREA:LANDSCAPING AREA:
1.1.LOT SIZE: 7459 SQ. FT.LOT SIZE: 7459 SQ. FT.
2.2.PROPOSED TOTAL IMPERVIOUS SURFACE: 2780 SQ. FT. PROPOSED TOTAL IMPERVIOUS SURFACE: 2780 SQ. FT.
3.3.TOTAL LAWN & LANDSCAPING AREA: 4679 SQ. FT. TOTAL LAWN & LANDSCAPING AREA: 4679 SQ. FT.
TOTAL LANDSCAPING AREA= 62.7%TOTAL LANDSCAPING AREA= 62.7%
20'0'20'40'60'
SCALE: 1"=20'-0"
1"=20'-0"
SITE OVERVIEW
C1
SITE OVERVIEW
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
NOTE:
SEE PARCEL LEGAL DESCRIPTION ON C-2
SEE BMP CALLOUT KEY ON C-3
NTS
VICINITY MAP
REV 1-14-25
SEE MUNICIPAL CODE 19.42.020
-LOT COVERAGE MAXIMUM: 35%
-MINIMUM LOT SIZE FOR ONE SFR: 7500 SQ. FT.
-MINIMUM LANDSCAPED AREA: 20%
-MAXIMUM BUILDING HEIGHT: 35 FT.
-STREET SETBACK, SFR & GARAGE: 20 FT.
-SIDE STREET SETBACK: 10 FT.
-INTERIOR SIDE SETBACK: 5 FT.
-REAR SETBACK: 20 FT.
ANACORTES CITY ZONING (R2)
CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT#___________________________
ADDRESS___________________________
SIGNATURE DATE
PLANNING APPROVED_____________________________
BUILDING APPROVED______________________________
ENGINEERING ACCEPTED__________________________
STORMWATER ACCEPTED__________________________
Stamp not valid unless signed
BLD-2024-0384
4507 Oakes Ave
8/30/24
10/29/24
Aaron Esterholt
Rob Frisinger
01/24/25
Contact water department for
meter placement.
01/24/2025
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
REV 1-14-25
PARCEL LEGAL DESCRIPTION
(0.1712 ac) LOT 2 OF BOUNDARY LINE SURVEY RECORDED UNDER AF#202111040147, DESCRIBED AS FOLLOWS: THE WEST 4.83 FEET OF THE FOLLOWING DESCRIBED PARCEL: ALL THAT PORTION OF GOVERNMENT LOT 2 OF SECTION 22,
TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION, 925.62 FEET TO THE
TRUE POINT OF BEGINNING; THENCE NORTH 30-25-07 WEST A DISTANCE OF 186.837 FEET TO A POINT ON THE SOUTHEAST RIGHT OF WAY LINE OF 3RD STREET; THENCE NORTH 58-30-24 EAST ALONG SAID RIGHT OF WAY A DISTANCE OF
164.38 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE WEST LINE OF THE PLAT OF BARING ADDITION TO ANACORTES, WASH, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON;
THENCE SOUTH 0-45-02 WEST ALONG SAID WEST LINE A DISTANCE OF 247.77 FEET, MORE OR LESS, TO THE SOUTH LINE OF SAID GOVERNMENT LOT 2; THENCE NORTH 88-58-36 WEST ALONG SAID SOUTH LINE A DISTANCE OF 42.33 FEET
TO THE TRUE POINT OF BEGINNING. EXCEPT ALL THAT PORTION THEREOF LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWEST CORNER OF SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG
THE SOUTH LINE OF SAID SUBDIVISION 925.62 FEET; THENCE NORTH 30-25-07 WEST A DISTANCE OF 76.837 FEET TO THE SOUTHWESTERLY CORNER OF THAT CERTAIN TRACT PREVIOUSLY CONVEYED TO GERALD J. FRISKE AND LEONA M.
FRISKE, HUSBAND AND WIFE, BY DEED RECORDED UNDER AUDITOR'S FILE NO. 8010020017, RECORDS OF SKAGIT COUNTY, WASHINGTON, AND THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 58-30-24 EAST ALONG THE SOUTH
LINE OF SAID FRISKE TRACT AND NORTHEASTERLY EXTENSION THEREOF TO AN INTERSECTION WITH A LINE DRAWN FROM AN INTERSECTION OF THE NORTH LINE OF LOT 17, BLOCK 1907, BARING ADDITION TO ANACORTES, WASH., AS PER PLAT
RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, TO A POINT ON THE SOUTH LINE OF SAID LOT 17 WHICH IS 24 FEET FROM THE SOUTHEASTERLY CORNER THEREOF, AND TERMINUS OF SAID LINE.
TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 2 AND THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., AND ALSO THAT PORTION OF THE VACATED PLAT OF BARING
ADDITION TO ANACORTES, WASHINGTON, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF
SAID GOVERNMENT LOT 2; THENCE SOUTH 88-58-35 EAST ALONG THE SOUTH LINE OF SAID SUBDIVISION FOR A DISTANCE OF 925.62 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF PARCEL 'C' OF THAT CERTAIN PARCEL CONVEYED TO
STEPHEN C. ROBSAHM AS TRUSTEE OF THE ROBSAHM FAMILY TRUST BY DEED RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 9401130011 AND BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 88-58-35 EAST ALONG THE
SOUTH LINE OF SAID PARCEL 'C' OF THE ROBSAHM FAMILY TRUST PARCEL FOR A DISTANCE OF 5.16 FEET; THENCE SOUTH 19-32-27 EAST, 17.22 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY LINE OF THAT CERTAIN PARCEL
CONVEYED TO STEPHEN C. ROBSAHM AS TRUSTEE OF THE ROBSAHM FAMILY TRUST BY DEED RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 200511080090; THENCE SOUTH 70-27-33 WEST ALONG SAID NORTHWESTERLY LINE OR SAID
LINE EXTENDED FOR A DISTANCE OF 55.64 FEET, MORE OR LESS, TO A POINT ON THE EAST LINE OF LOT 154, PLAT OF CLEARIDGE DIVISION II, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGES 57, 58 AND 59, RECORDS OF SKAGIT
COUNTY, WASHINGTON; THENCE NORTH 1-10-44 EAST ALONG THE EAST LINE OF SAID LOT 154 FOR A DISTANCE OF 25.58 FEET, MORE OR LESS, AN ANGLE POINT ON SAID EAST LINE, ALSO BEING A POINT ON THE SOUTH LINE OF SAID
GOVERNMENT LOT 2; THENCE NORTH 88-58-35 WEST ALONG SAID SOUTH LINE, ALSO BEING THE EASTERLY LINE OF SAID LOT 154, FOR A DISTANCE OF 1.65 FEET, MORE OR LESS, TO AN ANGLE POINT ON SAID EASTERLY LINE OF LOT 154;
THENCE NORTH 0-45-02 EAST ALONG THE EAST LINES OF LOTS 154 AND 155 OR EAST LINE EXTENDED, FOR A DISTANCE OF 76.28 FEET, MORE OR LESS, TO A POINT ON THE NORTHWESTERLY EXTENSION OF THE SOUTHWESTERLY LINE OF SAID
PARCEL 'C' OF THE ROBSAHM FAMILY TRUST PARCEL RECORDED UNDER SKAGIT COUNTY AUDITORS FILE NO. 9401130011 AT A POINT BEARING NORTH 30-25-07 WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 30-25-07 EAST
ALONG SAID LINE FOR A DISTANCE OF 89.41 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THOSE PREMISES CONVEYED TO TASSO SCHIELKE, ET UX, BY DEED RECORDED AS
AUDITOR'S FILE NO. 201206180163, AND ALSO EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THOSE PREMISES CONVEYED TO LU JI BY DEED RECORDED AS AUDITOR‘S FILE NO. 201805220050. ALSO TOGETHER WITH THAT PORTION
OF LOT 6 OF ANACORTES SHORT PLAT NO. ANA 04-006 AS RECORDED UNDER AUDITOR'S FILE NO. 200505180066, RECORDS OF SKAGIT COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID
LOT 6; THENCE NORTH 70-27-33 EAST 48.10 FEET ALONG THE NORTH LINE OF SAID LOT 6; THENCE SOUTH 19-32-27 EAST 66.615 FEET; THENCE SOUTH 70-27-33 WEST 73.295 FEET TO THE WESTERLY BOUNDARY OF SAID LOT 6; THENCE
NORTH 1-10-43 EAST 71.22 FEET ALONG THE WESTERLY BOUNDARY OF LOT 6 TO THE POINT OF BEGINNING; ALSO TOGETHER WITH THAT PORTION OF LOTS 20 AND 21, BLOCK 1908, BARING ADDITION TO ANACORTES, ACCORDING TO THE PLAT
THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 20, RECORDS OF SKAGIT COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE IN THE NORTHEAST CORNER OF SAID LOT 18 OF SAID BLOCK 1908, THENCE
SOUTHWESTERLY 88.19 FEET ALONG THE NORTH LINE OF SAID LOTS TO THE POINT OF BEGINNING; THENCE SOUTHEASTERLY PARALLEL WITH THE EAST LINE OF SAID LOT 20 A DISTANCE OF 36.62 FEET; THENCE SOUTHWESTERLY PARALLEL WITH
THE NORTH LINE OF SAID LOTS, A DISTANCE OF 7.54 FEET; THENCE NORTHWESTERLY PARALLEL WITH THE EAST LINE OF SAID LOT 21 A DISTANCE OF 36.62 FEET TO THE NORTH LINE OF SAID LOT 21; THENCE NORTHEASTERLY ALONG THE NORTH
LINE OF SAID LOTS A DISTANCE OF 7.54 FEET TO THE POINT OF BEGINNING; ALSO TOGETHER WITH THE VACATED PORTIONS OF 4TH STREET WHICH BY OPERATION OF LAW ATTACH THERETO.
PARCEL LEGAL DESCRIPTION:
C2
10'2'12'DRIVEWAY SURFACEDRIVEWAY SURFACE
PER PLAN. PER PLAN.
MAX 6% SLOPEMAX 6% SLOPE
ALL NEW PROPOSEDALL NEW PROPOSED
DRIVE / PARKINGDRIVE / PARKING
UNO.UNO.TYP.TYP.TYP.TYP.
6" X 2'6" X 2'
DRAIN ROCK DRAIN ROCK
10'-15' FILTER STRIP10'-15' FILTER STRIP
IF DISTURBED: IF DISTURBED:
MIN. SLOPE-1%MIN. SLOPE-1%
MAX SLOPE-15%MAX SLOPE-15%
8" TOPSOIL OR8" TOPSOIL OR
COMPOSTCOMPOST
AMENDED SOILAMENDED SOIL
UNDISTURBED SOILUNDISTURBED SOIL 4" MIN. COMPACTED BASE4" MIN. COMPACTED BASE
TAPER TOTAPER TO
EXISTING GRADEEXISTING GRADE
HYDROSEEDHYDROSEED
SEE FIG. 5.3.3 PLANTINGSEE FIG. 5.3.3 PLANTING
BED CROSS SECTIONBED CROSS SECTION
C3
SWPPP DETAILS
THE 13 ELEMENTS THAT ARE PART OF A CONSTRUCTION SWPPP ARE AS
FOLLOWS:
1. MARK CLEARING LIMITS: PRIOR TO CLEARING OR DISTURBING THE LIMITS
MUST BE MARKED. THIS ELEMENT IS PART OF MOST NORMALCONSTRUCTION PLANS AS ONE OF THE FIRST STEPS.
2. ESTABLISH CONSTRUCTION ACCESS: ALL EROSION CONTROL PLANS
SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE (OR OTHER
METHOD OF PREVENTING SEDIMENT TRANSPORT ONTO THE ROADS). IF ASTANDARD GRAVEL CONSTRUCTION ENTRANCE IS PROPOSED. USE GEO-
TEXTILE FABRIC UNDER THE ROCK. NOTE: A WHEEL WASH IS REQUIRED FORPLANS THAT PROPOSE WINTER GRADING.
3.DETAIN FLOWS: BASED ON A DOWNSTREAM ANALYSIS IT MAY BENECESSARY TO DETAIN RUNOFF FROM A SITE UNDER CONSTRUCTION. IT
MAY BE NECESSARY TO CONSTRUCT AND USE A DETENTION POND TOCONTROL FLOWS DURING CONSTRUCTION.
4. INSTALL SEDIMENT CONTROLS: IF THERE IS RUNOFF FROM THE
CONSTRUCTION SITE, SEDIMENT SHALL BE FROM THE WATER. NOTE THAT
THE WATER QUALITY STANDARDS MUST BE MET.
5. STABILIZE SOILS: ALL EXPOSED AND NON-WORKED SOIL SHALL BESTABILIZED BY USE OF BMP'S. NOTE THERE ARE TIME PERIODS OF
ALLOWED EXPOSURE THAT DEPEND ON THE SEASON. GROUNDCOVER
BOTH TEMPORARY AND PERMANENT NEED TO BE PART OF THE
CONSTRUCTION PLANS.
6. PROTECT SLOPES: CUT AND FILL SLOPES NEED TO BE PROTECTED
FROM EROSIVE FLOWS AND CONCENTRATED FLOWS UNTIL PERMANENTCOVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE.
7. PROTECT DRAIN INLETS: ALL STORM DRAIN INLETS REQUIREPROTECTION FROM SEDIMENT AND SILT LADEN WATER.
8. STABILIZE CHANNELS AND OUTLETS: TEMPORARY AND PERMANENT
CONVEYANCE SYSTEMS SHALL BE STABILIZED TO PREVENT EROSION
DURING AND AFTER CONSTRUCTION. CULVERT OUTLETS REQUIRE
PROTECTION.
9. CONTROL POLLUTANTS: THE PLAN SHALL SHOW HOW ALL
POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DERBIES,WILL BE HANDLED. THIS INCLUDES MAINTENANCE OF CONSTRUCTION
EQUIPMENT, FERTILIZERS, APPLICATION OF CHEMICALS, AND WATER
TREATMENT SYSTEMS.
10. CONTROL DE-WATERING: THE WATER FROM DE-WATERING SYSTEMSFOR TRENCHES, VAULTS AND FOUNDATIONS SHALL BE DISCHARGED INTO
A CONTROLLED SYSTEM.
11. MAINTAIN BMP'S: THE PLAN SHALL PROVIDE FOR INSPECTION AND
MAINTENANCE OF THE PLANNED AND INSTALLED CONSTRUCTION BMP'SAS WELL AS THEIR REMOVAL AT THE END OF THE PROJECT.
12. MANAGE THE PROJECT: THE PLAN SHALL OUTLINE HOW THE SITE
SHALL BE MANAGED FOR EROSION CONTROL AND IDENTIFY THE
MANAGEMENT TEAM. IT NEEDS TO COVER PHASING, TRAINING, PRE-CONSTRUCTION CONFERENCE, COORDINATION WITH UTILITIES AND
CONTRACTORS, MONITORING AND REPORTING. IT SHALL PROVIDE FORNOTICE OF PROBLEMS, REVISIONS DURING IMPORTANT ELEMENTS IN THE
MANAGEMENT OF THE PROJECT IS PLANNING FOR CONTINGENCIES
BASED ON THE RISK OF EXPOSURE DURING PHASES OF THE
DEVELOPMENT. IT IS ESSENTIAL THAT PLANNING IS ONGOING
THROUGHOUT THE LIFE OF THE PROJECT.
13. PROTECT ON-SITE STORM WATER MANAGEMENT BMP'S FOR RUNOFFFROM ROOFS AND OTHER HARD SURFACES. ON-SITE STORM WATER
MANAGEMENT BMP'S SHALL BE PROTECTED AT ALL TIMES DURING THE
CONSTRUCTION PROCESS. THIS MAY MEAN THAT STORM WATERMANAGEMENT BMP'S WILL BE INSTALLED TOWARDS THE END OF THE
CONSTRUCTION PROCESS TO AVOID SILTATION AND COMPACTION.
CONSTRUCTION SWPPP
C101 - PRESERVING NATURAL VEGITATION
C105 - STABILIZED CONSTRUCTION ENTRANCE
C120 - TEMPORARY AND PREMANENT SEEDING
C121 - MULCHING
C123 - PLASTIC COVERING
C140 - DUST CONTROL
C150 - MATERIALS ON HAND
C151 - CONCRETE HANDLING
C153 - MATERIAL DELIVERY, STORAGE, AND CONTAINMENT
C160 - CERTIFIED EROSION AND SEDIEMENT CONTROL LEAD
C220 - STORM DRAIN INLET PROTECTION
C233 - SILT FENCING
C234 - VEGETATED STRIP
C235 - STRAW WATTLES
BMP'S TO BE APPLIED AS APPROPIATE
TYP. DRIVEWAY / PARKING DRAINAGE
FRAMEWORKS DRAFTING AND DESIGN
PROJECT:
VIEW:
SHEET #
202 WEST STATE STREET
SEDRO WOOLLEY WA 98284
DESIGNED BY:
DATE:
5-28-24
MCCABE GARAGE AND
MANUFACTURED HOME
4507 OAKES AVENUE
ANACORTES, WA
REV 1-14-25
Aaron Esterholt
8/30/2024 Stormwater Review
08/18/2024