HomeMy WebLinkAboutPermit File BLD-2024-0184 3951 Rock Ridge ParkwayFIXTURES
Qty Plumbing Fixtures
PARCEL: P134319
LEGAL DESCRIPTION:
APPLICANT: ANDERSON, JOHN
5780 WILLOW SPRINGS WAY
Ferndale, WA 98248
360-815-2350
OWNER: Gurvir Khunkhun
2213 Berryman Loop
Lynden, WA 98264
VALUATIONS:
Entered valuation 446492.00 $446,492.00
$446,492.00Total:
FEES:Paid Due
Storm Drain GFC - MF
Residential
$2,826.99 $0.00
Fire Impact Fee Fire Portion $123.81 $0.00
Storm Water Review Sq Ft $396.00 $0.00
SFR or duplex site plan review $60.00 $0.00
State Building Code Council fee $6.50 $0.00
Plan Application Fee $200.00 $0.00
Building Permit Fee $2,936.95 $0.00
SFR TRANSPORTATION
IMPACT FEE
$3,400.68 $0.00
Sewer Inspection Fee $60.51 $0.00
Park Impact Fee SFR $1,644.37 $0.00
Mechanical and plumbing
remodel fixtures fees
$233.45 $0.00
Plan Review Fee $2,065.54 $0.00
Fire Impact Fee EMS Portion $438.93 $0.00
SFR SEWER GFC $11,349.00 $0.00
$0.00Totals :
CONSTRUCTION CONTRACTOR:MT BAKER VIEW BUILDERS LLC
2213 BERRYMAN LOOP
LYNDEN, WA 98264
3607469017
License: MTBAKBV782DH
Expires: 03/15/2026
$25,742.73
BLD-2024-0184 RESIDENTIAL SINGLE FAMILY
BUILDING
ISSUED:
EXPIRES:
12/05/2024
12/05/2026
PROJECT NAME: LOT 8 ROCK RIDGE
SITE ADDRESS: 3951 ROCK RIDGE PARKWAY ANACORTES
Page 1 of 2Printed by : Cheri Gleichmann on: 12/23/2024 12:44 PM
City of Anacortes, WA
904 6th Street
Anacortes, WA 98221
(360) 293-1901
http://cityofanacortes.org/
Qty Mechanical Fixtures
1 Electric Water Heater
1 Air Conditioner / Handler
1 Clothes Dryer and Duct
1 Fireplace
1 Range Hood
1 Refrigeration Unit
1 Stove/Range/Oven
1 Heat Pump
2 Gas Piping/ Outlet(s) for first 4
4 Exhaust Fans
For inspections, please call (360) 293-1901
REQUIRED INSPECTIONS
Initial BMP's
Sewer Line
Storm Drain Connection
Footings
Perimeter Drains
Foundation Wall
STORMWATER BMPS 1ST MID PROJECT INSPECTION
Underfloor
Underground Plumbing
Underslab
Mechanical Rough-In
Gas Piping
Plumbing Rough-In
Shear Wall and Nailing
Framing
STORMWATER BMPS 2ND MID PROJECT INSPECTION
Insulation
Drywall or Lath
Roofing Final
Cross Connection or backflow assembly verified
Fenestration U-Factors
Permeable Soil Depth
CURB FORM INSPECTION
CURB FINAL INSPECTION
Public Works Final
Building Final
Stormwater Final
Page 2 of 2Printed by : Cheri Gleichmann on: 12/23/2024 12:44 PM
City of Anacortes, WA
RESIDENTIAL SINGLE FAMILY BUILDING BLD-2024-0184
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
PLAN INDEX
PG A-1 SITE PLAN AND ANALYSIS
PG A-2 SWPPP NARRATIVE
PG A-3 GENERAL NOTES - SWPPP DETAILS - ENERGY
PG A-4 ELEVATIONS
PG A-5 ELEVATIONS
PG A-6 FOUNDATION
PG A-7 FLOOR FRAMING
PG A-8 FLOORPLANS
PG A-9 ROOF FRAMING
PG A-10 SECTIONS
PG L-1 LANDSCAPING PLAN
S1.0 - 3.0ENGINEERING
N
1,8 4 1 S .F . S F R
5 2 1 S .F G A R A G E /
M E C H .
2 0 7 S .F . C O N R E T E P A TI O
>1 8 " A V G A B O V E G R A D E
2 3 4 S .F . C O N R E T E P A TI O
>1 8 " A V G A B O V E G R A D E
4 5 S .F .
C O V E R E D
P O R C H
3
1'-
4
"
3
1'-
3
1
/
2
"
3
6
'-
8
"
2
4
'-
5
"
4
5
'-
6
"
2
1'-
8
3
/
1
6
"
9'-6 "
6 3 '-5 5 /1 6 "
6 '-2 5 /1 6 "
8 '
1 9 '
5 '
1
0
'
2 4 '
8 '-6 "
6 '-1 1 /2 "
S
S
4
2
0
4
2
1
4
2
2
417
426
428
427
4
2
5
4
2
4
4
2
9
4
3
0
4
3
1
4
3
2
4
3
3
4
3
4
L O T 8
T
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A
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4
2
9
4
2
5
4
2
0
8 0.4 3' N 4 3 ° 2 6' 4 5 "E
9
9
.1
1'
S
3
6
°
1
4
'
2
0
"
E
3 1.2 6' R =3 0 0 '
4 8 .2 2' S 4 9 ° 5 1' 5 3 "W
9
1
.
7
3
''
N
3
6
°
1
4
'
2
0
"
W
SITE PLAN
SCALE: 1" = 10'-0"
418
419
4
2
1
4
2
2
4
2
4
4
2
3
4
2
6
4
2
74
2
8
4
3
0
10' HEIGHT RESTRICTION - NPS
MEASURED AT PROPERTY CORNER
P W R
WSTORM
W A T E R
T
N A T U R A L
G A S
STEP
G U T T E R D R A I N
S T O R M
E N G I N E E R E D 5 '
R E T A I N I N G W A L L S
T E R R A C E D
ENGINEERED 4'-5'
RETAINING WALLS
2 0' S E T B A C K
5
'
S
E
T
B
A
C
K
5
'
S
E
T
B
A
C
K
2 0' S E T B A C K
LOT 9 OWNED BY
THE SAME BUILDER
SPOILS
STEP DN
S
I
L
T
F
E
N
C
E
SIL T F E N C E
ROOF AREA = 2,624 S.F.
FOOTPRINT = 2,407 S.F.
TOTAL EAVES = 217 S.F.
SITE ANALYSIS
LOT 8, ROCK RIDGE, PHASE 5
PARCEL# 134319
LOT SIZE 7,503 S.F.
BUILDING COVER
S.F. RESIDENCE
GARAGE
COV. PORCHES
1,841 S.F.
521 S.F.
45 S.F.
2,624 S.F.
HARD SURFACES
DRIVEWAY
SIDEWALKS
826 S.F.
177 S.F.
1,830 S.F.24.4 %
EXCAVATION
FOUNDATION
2624 x 1.5'
145 YARDS
TRENCHING
100' x 2'
20 YARDS
FLATWORK
1,463 x 1'
55 YARDS
CLEAN FILL
FOOTINGS 35 YARDS
220 YARDS
255 YARDS
475 YARDSTOTAL YARDS
LEGAL:
PARCEL#: P134319
217 S.F.EAVES
GARAGE 35 YARDS
FLATWORK 30 YARDS
PORCH 5 YARDS
34.97 %
LOT 8, ROCK RIDGE, PHASE 5
3951 ROCK RIDGE PARKWAY, ANACORTES, WA
PARCEL# 134319 3 9 5 1 R O C K
STAMPED SLATE
FINISH CONCRETE
DRIVEWAY
826 S.F.
S I D E W A L K
1 0 0 S .F .
RETAINING 386 S.F.
150 YARDSTOP SOIL FILL
4' RETAINING WALL
425.25' MAIN FINISHED FLOOR
4 2 2 .2 5' GAR A GE T.O .S.
R I D G E P A R K W A Y
U
P
P
E
R
F
L
O
O
R
L
I
N
E
C O N S T R U C TI O N E N T R A N C E
SEWER
1 0' D R AIN A G E /U TILITIE S E A S E M E N T
1 0 ' U TI LITIE S E A S E M E N T
PATIOS >18"441 S.F.
T
R
A
C
T
"I"
426'
421'419'
426'
AVG GRADE CALCULATIONS
GRADE @ NW WALL CENTER = 421.00'
GRADE @ NE WALL CENTER = 419.00'
GRADE @ SW WALL CENTER = 426.00'
GRADE @ SE WALL CENTER = 426.00'
AVG GRADE = 422.25'
L
A
N
D
S
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A
P
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E
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S
TERRACED RETAINING WALLS AS PER
CITY OF ANACORTES STANDARDSAMC19.66.080, NOT TO EXCEED A HEIGHTOF 5-FEET.
Pacific
Dogwood
SPECIFICATIONS
CODE INFORMATION
2018 INTERNATIONAL RESIDENTIAL CODE
2018 WA STATE ENERGY CODE
S.F.R.
BEDROOMS 3
BATHROOMS 2.5
MAIN FLOOR 1,841 S.F.
UPPER FLOOR 613 S.F.
TOTAL LIVING AREA 2,454 S.F.
GARAGE (UNHEATED) 541 S.F.
COVERED PORCH/DECK 45 S.F.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-1
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
SITE PLAN
*SEE SWPPP NOTES PG A-2 AND A-3
NEW REVISED PLAN
AUG 27, 2024
Energy Credits on page 3
Upper Floor 613 S.F.
Approved plans required on site at
time of inspection (R106.3.1)
Manufacturer’s specifications shall be available on
the job site at the time of inspection (R106.1.2)
Truss design drawings must be on site at time of
framing inspection (R502.11.4)
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-2024-0184
3951 Rock Ridge Pkwy
09/03/2024
BUILDING FOOTPRINT 2,407 S.F.
4,237 S.F.56.5%
Eaves are not shown to exceed
3-feet thus roof overhang is not
included in lot coverage calculations.
2,407 S.F.32%
Rear 10' PRIVATE drainage
easement is for the benefit of lots
8 through 11 (per the recorded
plant map AF# 201807270027).
It is the responsibility of the
property owner to ensure the
proposed structural
improvements located within this
private easement do not conflict
with the legal rights granted to
Lots 9, 10 & 11 over and upon
this area of land.
Per the recorded plat map: The front 10-foot PUBLIC utility easement is reserved for and conveyed to
the City of Anacortes, Puget Sound Energy, Frontier Communications, Cascade Natural Gas, and
Comcast Cable and their respective successors in which to construct, operate, maintain, repair, replace
and enlarge underground pipes, conduits, cables and wires all necessary or convenient underground or
ground mounted appurtenances thereto for the purpose of serving this subdivision and other property
with electric, gas, telephone and other utility service, together with the right to enter upon the streets,
lots, tracts and spaces at all times for the purposes stated on the recorded plat map. It is at the
owner's sole risk and expense to locate any structures within this easement. By locating
structures (i.e. retaining walls/rockeries) within this easement the owner(s) acknowledge they
may be responsible for the removal and replacement of these improvements, and the associated
costs, if it is deemed necessary by any of the above entities for any of the above reasons.
Maximum height per
AMC (35') = 457.25'
H E AT PUMP
4
6
'
-
1
/
2
"
20'-7"
3
1
'
-
6
"
UPPE
R
F
L
O
O
R
B
A
L
C
O
N
Y
Per foundation plan dimension
is 31'-6", not 31'-3 1/2".6"
23'-7
3
/
4
"
9'-6"
6'-1
1
/
2
"
5'-2"
5'-5
1
/
2
"
PROPERTY CORNERS MUST BE STAKED BY
A SURVEYOR PRIOR TO CONSTRUCTION OF
RETAINING WALLS TO ENSURE STRUCTURES
DO NOT EXTEND BEYOND LOT PERIMETERS.
Proposed Building Width = 63'-6"
Proposed NE Setback = 6'-1 1/2"
Proposed SW Setback = 9'-6"
Building width + side setbacks = 79'-1 1/2"
Lot Width = 79'-1 1/2"12/04/2024
Aaron Esterholt
Logan Lee 9/12/2024
8/30/2024
521 S.F.
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
GENERAL CONSTRUCTION STORM WATER POLLUTION PREVENTION NARRATIVE
ELEMENT 1 - PRESERVE VEGETATION/MARK CLEARING LIMITS
PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, ALL
CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND TREES THAT ARE TO BE
PRESERVED WITHIN THE CONSTRUCTION AREA SHOULD BE CLEARLY MARKED, BOTHIN THE FIELD
AND ON THE PLANS, TO PREVENT DAMAGE AND OFF SITE IMPACTS. PLASTIC, METAL, OR STAKE
WIRE FENCING MAY BE USED TO MARK THE CLEARING LIMITS. RETAIN THE DUFF LAYER, NATIVE
TOP SOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM DEGREE
PRACTICABLE.
ELEMENT 2 - ESTABLISH CONSTRUCTION ACCESS
(A) CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE IF POSSIBLE.
(B) ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALL OR CRUSHED ROCK TO MINIMIZE
THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS.
(C) WHEEL WASH OR TIRE BATHS SHOULD BE LOCATED ON SITE, IF APPLICABLE.
(D) PUBLIC ROADS SHALL AT A MINIMUM BE CLEANED THOROUGHLY AT THE END OF EACH DAY.
SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR PICKUP SWEEPING AND
SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL
BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
(E) STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ON SITE, OR
OTHERWISE BE PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO STATE SURFACE
WATERS.
(F) CONTROL STREET WASH WASTEWATER BY PUMPING BACK ON SITE, OR OTHERWISE PREVENTIT FROM DISCHARGING IN SYSTEMS TRIBUTARY TO WATERS OF THE STATE.
ELEMENT 3 - CONTROL FLOW RATES
(A) PROTECT PROPERTIES AND WATERWAYS DOWNSTREAM OF DEVELOPMENT SITES FROM
EROSION AND THE ASSOCIATED DISCHARGE OF TURBID WATERS DUE TO INCREASES IN THE
VELOCITY AND PEAK VOLUMETRIC FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT
SITE.
(B) PROPERTIES SUBJECT TO MINIMUM REQUIREMENT No. 5 AND/OR No. 7 SHALL IMPLEMENT
CONTROLS AS EARLY IN THE DEVELOPMENT AS IS PRACTICABLE TO MITIGATE FOR FLOW RATES.
(C) WHERE NECESSARY TO COMPLY WITH REQUIREMENT No. 7, STORM WATER RETENSION/
DETENSION FACILITIES SHALL BE CONSTRUCTED AS ONE OF THE FIRST STEPS IN GRADING.
DETENSION FACILITES SHALL BE FUNCTIONAL PRIOR TO CONSTRUCTION OF SITE IMPROVEMENTS
(e.g. IMPERVIOUS SURFACES).(D) IF PERMANENT INFILTRATION PONDS ARE USED FOR FLOW CONTROL DURING
CONSTRUCTION, THESE FACILITES SHOULD BE PROTECTED FROM SILTATION DURING THE
CONSTRUCTION PHASE.
ELEMENT 4 - INSTALL SEDIMENT CONTROLS
(A) DESIGN, INSTALL, AND MAINTAIN EFFECTIVE EROSION CONTROLS AND SEDIMENT CONTROLS
TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
(B) CONSTRUCT SEDIMENT CONTROL BMP's (SEDIMENT PONDS, TRAPS, FILTERS, ETC.) AS ONE
OF THE FIRST STEPS IN GRADING. THESE BMP's SHALL BE FUNCTIONAL BEFORE OTHER LAND
DISTURBING ACTIVITIES TAKE PLACE.
(C) MINIMIZE SEDIMENT DISCHARGES FROM THE SITE. THE DESIGN, INSTALLATION AND
MAINTAINANCE OF EROSION AND SEDIMENT CONTROLS MUST ADDRESS FACTORS SUCH AS THE
AMOUNT, FREQUENCY, INTENSITY AND DURATION OF PRECIPITATION, THE NATURE OF RESULTING
STORM WATER RUNOFF, AND SOIL CHARACTERISTICS, INCLUDING THE RANGE OF SOIL PARTICLE
SIZES EXOERCTED TO BE PRESENT ON THE SITE.
(D) DIRECT STORM WATER RUNOFF FROM DISTURBED AREAS THROULD A SEDIMENT POND OR
OTHER APPROPRIATE SEDIMENT REMOVAL BMP, BEFORE THE RUNOFF LEAVES A CONSTRUCTION
SITE OR BEFORE DISCHARGE TO AN INFILTRATION FACILITY. RUNOFF FROM FULLY STABILIZED
AREAS MAY BE DISCHARGED WITHOUT A SEDIMENT REMOVAL BMP, BUT MUST MEET THE FLOW
CONTROL PERFORMANCE STANDARD IN SUB-SECTION (F) (2) (e)(iii) (A) OF THIS SECTION.
(E) LOCATE BMP's INTENDED TO TRAP SEDIMENT ON SITE IN A MANNER TO AVOID
INTERFERENCE WITH THE MOVEMENT OF JUVENILE SALMONIDS ATTEMPTING TO ENTER OFF-
CHANNEL AREAS OR DRAINAGES.
(F) WHERE FEASIBLE, DESIGN OUTLET STRUCTURES THAT WITHDRAW IMPOUNDED STORM WATER
FROM THE SURFACE TO AVOID DISCHARGING SEDIMENT THAT IS STILL SUSPENDED LOWER IN THE
WATER COLUMN.
ELEMENT 5 - STABILIZE SOILS
(A) ALL EXPOSED AND UNWORKED SOILS SHALL BE STABILIZED BY APPLICATION OF EFFECTIVE
BMP's THAT PROTECT THE SOIL FROM THE EROSIVE FORCES OF RAINDROP IMPACT AND
FLOWING WATER, AND WIND EROSION. APPLICABLE BMP's INCLUDE, BUT ARE NOT LIMITED TO:
TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVERING, EROSION
CONTROL FABRICS AND MATTING, SOIL APPLICATION POLYACRYLAMIDE (PAM), THE EARLY
APPLICATION OF GRAVEL BASE EARLY ON AREAS TO BE PAVED, AND DUST CONTROL.
(B) CONTROL STORMWATER VOLUME AND VELOCITY WITHIN THE SITE TO MINIMIZE SOIL EROSION.
(C) CONTROL STORM WATER DISCHARGES, INCLUDING BOTH PEAK FLOW RATES AND TOTAL
STORM WATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND TO MINIMIZE DOWNSTREAM
CHANNEL AND STREAM BANK EROSION.
(D) FROM OCTOBER 1 THROUGH APRIL 30 OF EACH YEAR, NO SOILS SHALL REMAIN EXPOSED
AND UNWORKED FOR MORE THAN 2 DAYS. FROM MAY 1 TO SEPTEMBER 30 OF EACH YEAR, NO
SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN 7 DAYS. THIS CONDITION
APPLIES TO ALL SOILS ON SITE, WHETHER AT FINAL GRADE OR NOT.
(E) STABILIZE SOILS AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED
BASED ON THE WEATHER FORECAST.
(F) MINIMIZE THE AMOUNT OF SOIL EXPOSED DURING CONSTRUCTION ACTIVITY.
(G) MINIMIZE THE DISTURBANCE OF STEEP SLOPES.
(H) MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOP SOIL.(I) APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT
SEEDING, SODDING, MULCHING, PLASTIC COVERING, SOIL APPLICATION OF POLYACRYLAMIDE
(PAM), EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED, AND DUST CONTROL.
(J) SOIL STABILZATION MEASURES SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR,
SITE CONDITIONS, ESTIMATED DURATION OF USE, AND POTENTIAL WATER QUALITY IMPACTS THATSTABILIZATION AGENTS MAY HAVE ON DOWNSTREAM WATERS OR GROUND WATER.
(K) SOIL STOCKPILES MUST BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING
MEASURES AND, WHERE POSSIBLE, LOCATE AWAY FROM STORM DRAIN INLETS, WATERWAYS AND
DRAINAGE CHANNELS.
(L) WORK ON LINEAR CONSTRUCTION SITES AND ACTIVITIES, INCLUDING RIGHT-OF-WAY AND
EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES,
SHALL NOT EXCEED THE CAPABILITY OF THE INDIVIDUAL CONTRACTOR FOR HIS PORTION OF THE
PROJECT TO INSTALL THE BEDDING MATERIALS, ROADBEDS, STRUCTURES, PIPELINES, AND/OR
UTILITIES, AND TO RE STABILIZE THE DISTURBED SOILS, MEETING THE TIMING CONDITIONS LISTED
ABOVE.
(M) IN ADDITION, AT THE DISCRETION OF THE PUBLIC WORKS DIRECTOR, THOSE SITES UNABLE
TO MAINTAIN THE QUALITY OF THEIR STORM WATER DISCHARGE MAY BE REQUIRED TO PROVIDE
SOIL STABILIZATION TO ALL EXPOSED SOIL AREAS REGARDLESS OF THE WORKING STATUS OF
THE AREA. UPON WRITTEN NOTIFICATION, THE PROPERTY OWNER SHALL PROVIDE FULL
STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 24 HOURS.
ELEMENT 6 - PROTECT SLOPES
(A) CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL
MINIMIZE EROSION. APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, REDUCING
CONTINUOUS LENGTH OF SLOPE WITH TERRACING AND DIVERSIONS, REDUCING SLOPE
STEEPNESS, AND ROUGHENING SLOPE SURFACES (FOR EXAMPLE TRACK WALKING).
(B) CONSIDER SOIL TYPE AND ITS POTENTIAL FOR EROSION.
(C) REDUCE SLOPE RUNOFF VELOCITIES BY REDUCING THE CONTINUOUS LENGTH OF SLOPE WITH
TERRACING AND DIVERSIONS, REDUCE SLOPE STEEPNESS, AND ROUGHEN SLOPE SURFACE.
(D) DIVERT UPSLOPE DRAINAGE AND RUN-ON WATERS FROM OFF-SITE WITH INTERSCEPTORS AT
TOP OF SLOPE. OFF-SITE STORM WATER SHOULD BE HANDLED SEPARATELY FROM STORM
WATER GENERATED ON THE SITE. DIVERSION OF OFF-SITE STORM WATER AROUND THE SITE
MAY BE A VIABLE OPTION. DIVERTED FLOWS SHALL BE REDIRECTED TO THE NATURAL
DRAINAGE LOCATION AT OR BEFORE THE PROPERTY BOUNDARY.
(E) CONTAIN DOWNSLOPE COLLECTED FLOWS IN PIPES, SLOPE DRAINS, OR PROTECTED
CHANNELS TO PREVENT EROSION. TEMPORARY PIPE SLOPE DRAINS MUST HANDLE THE PEAK
VOLUMETRIC FLOW RATE CALCULATED USING A 10 MINUTE TIME STEP FROM A TYPE 1A, 10 YEAR,
24 HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. ALTERNATELY, THE 10 YEAR 1
HOUR FLOW RATE PREDICTED BY AN APPROVED CONTINUOUS RUNOFF MODEL, INCREASED BY A
FACTOR OF 1.6, MAY BE USED. THE HYDROLOGIC ANALYSIS MUST USE THE EXISTING LAND
COVER CONDITION FOR PREDICTING FLOW RATES FROM TRIBUTARY AREAS OUTSIDE THE
PROJECT LIMITS. FOR TRIBUTARY AREAS ON THE PROJECT SITE, THE ANALYSIS MUST USE THE
TEMPORARY OR PERMANENT PROJECT LAND COVER CONDITION, WHICHEVER WILL PRODUCE
THE HIGHEST FLOW RATES. IF USING THE WESTERN WASHINGTON HYDROLOGY MODEL TO
PREDICT FLOWS, BARE SOIL AREAS SHOULD BE MODELED AS "LANDSCAPED AREA".
(F) PROVIDE DRAINAGE TO REMOVE GROUND WATER INTERSECTING THE SLOPE SURFACE OF
EXPOSED SOILS AREAS.
(G) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT
WITH SAFETY AND SPACE CONSIDERATIONS.
(H) CHECK DAMS SHALL BE PLACED AT REGULAR INTERVALS WITHIN TRENCHES THAT ARE CUT
DOWN A SLOPE.
(I) STABILIZE SOILS ON SLOPES, AS SPECIFIES IN ELEMENT No. 5.
ELEMENT 7 - PROTECT DRAIN INLETS
(A) ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED
SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST
BEING FILTERED OR TREATED TO REMOVE SEDIMENT.
(B) ALL APPROACH ROADS SHALL BE KEPT CLEAN, AND ALL SEDIMENT AND STREET WASH
WATER SHALL NOT BE ALLOWED TO ENTER STORM DRAINS WITHOUT PRIOR AND ADEQUATE
TREATMENT UNLESS TREATMENT IS PROVIDED BEFORE THE STORM DRAIN DISCHARGES TO
WATERS OF THE STATE.
ELEMENT 8 - STABILIZE CHANNELS AND OUTLETS
(A) ALL TEMPORARY ON-SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED
AND STABILIZED TO PREVENT EROSION FROM EXPECTED PEAK FLOWS. CHANNELS MUSTHANDLE THE PEAK VOLUMETRIC FLOW RATE CALCULATED USING A 10 MINUTE TIME STEP FROM A
TYPE. 1A, TEN YEAR, 24 HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION.
ALTERNATIVELY, THE 10 YEAR, 1 HOUR FLOW RATE INDICATED BY AN APPROVED CONTINUOUS
RUNOFF MODEL, INCREASED BY A FACTOR OF 1.6, MAY BE USED. THE HYDROLOGIC ANALYSIS
MUST USE THE EXISTING LAND COVER CONDITION FOR PREDICTING FLOW RATES FROMTRIBUTARY AREAS OUTSIDE THE PROJECT LIMITS. FOR TRIBUTARY AREAS ON THE PROJECT
SITE, THE ANALYSIS SHALL USE THE TEMPORARY OR PERMANENT PROJECT LAND COVER
CONDITION, WHICHEVER WILL PRODUCE THE HIGHEST FLOW RATES. IF USING THE WESTERN
WASHINGTON HYDROLOGY MODEL TO PREDICT FLOWS, BARE SOIL AREAS SHOULD BE
MODELED AS "LANDSCAPED AREA".(B) STABILIZATION, INCLUDING ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION OF
OUTLETS AT, ADJACENT STREAM BANKS, SLOPES AND DOWSTREAM REACHES SHALL BE
PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS.
ELEMENT 9 - CONTROL POLLUTANTS
(A) DESIGN, INSTALL, IMPLEMENT AND MAINTAIN EFFECTIVE POLLUTION PREVENTION MEASURES
TO MINIMIZE THE DISCHARGE OF POLLUTANTS.
(B) ALL POLLUTANTS, INCLUDING WASTE MATERIAL AND DEMOLITION DEBRIS, THAT OCCUR ON
SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES
NOT CAUSE CONTAMINATION OF STORM WATER.(C) COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL
CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NONINERT WASTES PRESENT ON
THE SITE (SEE CHAPTER 173-304 W.A.C., AS CURRENTLY ENACTED OR HEREAFTER MODIFIED,
FOR THE DEFINITION OF INERT WASTE, WHICH IS INCORPORATED HEREIN BY THIS REFERENCE).
(D) MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES,HYDROLIC SYSTEM DRAIN DOWN, SOLVENT AND DE-GREASING CLEANING OPERATIONS, FUEL
TANK DRAIN DOWN AND REMOVAL, AND OTHER ACTIVITIES WHICH MAY RESULT IN DISCHARGE
OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORM WATER RUNOFF MUST BE
CONDUCTED USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CONTAMINATED
SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY DISCHARGE OR SPILL INCIDENT. EMERGENCY REPAIRS MAY BE PERFORMED ON SITE USING TEMPORARY PLASTIC PLACED
BENEATH AND, IF RAINING, OVER THE VEHICLE.
(E) WHEEL WASH OR TIRE BATH WASTE WATER, SHALL BE DISCHARGED TO A SEPARATE ON-SITE
TREATMENT SYSTEM OR TO THE SANITARY SEWER.
(F) APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESITICIDES,
SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN
LOSS OF CHEMICAL TO STORM WATER RUNOFF. MANUFACTURERS' RECOMMENDTIONS SHALL BE
FOLLOWED FOR APPLICATION RATES AND PROCEDURES.
(G) MANAGEMENT OF PH-MODIFYING SOURCES SHALL PREVENT CONTAMINATION OF RUNOFF
AND STORM WATER COLLECTED ON THE SITE. THESE SOURCES INCLUDE, BUT ARE NOT LIMITED
TO, BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEW CONCRETE WASHING AND CURING WATERS,
WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE
PROCESSES, AND CONCRETE PUMPING AND MIXER WASHOUT WATERS.
(H) ADJUST THE pH OF STORM WATER IF NECESSARY TO PREVENT VIOLATIONS OF WATER
QUALITY STANDARDS.
(I) ASSURE THAT WASHOUT OF CONCRETE TRUCKS IS PERFORMED OFF-SITE OR IN DESIGNATED
CONCRETE WASH OUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND
OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DO NOT DUMP EXCESS
CONCRETE ON SITE, EXCEPT IN DESIGNATED CONCRETE WASH OUT AREAS. CONCRETE SPILLAGE
OR CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
(J) OBTAIN WRITTEN APPROVAL FROM ECOLOGY BEFORE USING CHEMICAL TREATMENT OTHER
THAN CO2 OR DRY ICE TO ADJUST pH.
ELEMENT 10 - CONTROL DEWATERING
(A) ALL FOUNDATION, VAULT, AND TRENCH DEWATERING WATER, WHICH HAVE SIMILAR
CHARACTERISTICS TO STORM WATER RUNOFF AT THE SITE, SHALL BE DISCHARGED INTO A
CONTROLLED CONVEYANCE SYSTEM, PRIOR TO DISCHARGE TO A SEDIMENT TRAP OR SEDIMENT
POND. CHANNELS MUST BE STABILIZED, AS SPECIFIED IN ELEMENT No. 8.
(B) CLEAN, NONTURBID DEWATERING WATER, SUCH AS WELL-POINT GROUND WATER, CAN BE
DISCHARGED TO SYSTEMS TRIBUTARY TO STATE SURFACE WATERS, AS SPECIFIED IN ELEMENT
No. 8, PROVIDED THE DEWATERING FLOW DOES NOT CAUSE EROSION OR FLOODING OF THE
RECEIVING WATERS. THESE CLEAN WATERS SHOULD NOT BE ROUTED THROUGH SEDIMENT
PONDS WITH STORM WATER.
(C) HIGHLY TURBID OR OTHERWISE CANTAMINATED DEWATERING WATER, SUCH AS FROM
CONSTRUCTION EQUIPMENT OPERATION, CLAM SHELL DIGGING, CONCRETE TREMIE POUR, OR
WORK INSIDE A COFFERDAM, SHALL BE HANDLED SEPARTATELY FROM STORM WATER AT THE
SITE.
(D) OTHER DISPOSAL OPTIONS, DEPENDING ON SITE CONSTRAINTS, MAY INCLUDE, BY WAY OF
EXAMPLE: (1) INFILTRATION, (2) TRANSPORT OFF-SITE IN VEHICLE, SUCH AS A VACUUM FLUSH
TRUCK, FOR LEGAL DISPOSAL IN A MANNER THAT DOES NOT POLLUTE STATE WATERS, (3) ON-
SITE TREATMENT USING ECOLOGY APPROVED CHEMICAL TREATMENT OR OTHER SUITABLE
TREATMENT TECHNOLOGIES, (4) SANITARY OR COMBINED SEWER DISCHARGE WITH LOCAL
SEWER DISTRICT APPROVAL, OR THERE IS NO OTHER OPTION, (5) USE OF A SEDIMENTATION BAG
THAT DISCHARGES TO A DITCH OR SWALE FOR SMALL VOLUMES OF LOCALIZE DEWATERING.
ELEMENT 11 - MAINTAIN BMPs
(A) ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPs SHALL BE
MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR
INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE
WITH BMPs.
(B) SEDIMENT CONTROL BMPs SHALL BE INSPECTED WEEKLY OR AFTER A RUNOFF PRODUCING
STORM EVENT DURING THE DRY SEASON AND DAILY DURING THE WET SEASON. ALL PROJECTS
THAT DISTURB AN AREA GREATER THAN 1 ACRE SHALL HAVE A CERTIFIED EROSION CONTROL
LEAD AVAILABLE TO THE SITE. THIS EROSION CONTROL LEAD SHALL BE RESPONSIBLE TO
PROVIDE OVERVIEW OF ONGOING DAY TO DAY EROSION CONTROL REQUIREMENTS. THE
EROSION CONTROL LEAD SHALL (WITHIN 24 HOURS) REPORT TO THE CITY AND DEPARTMENT OF
ECOLOGY ANY SITE DISCHARGES THAT EXCEED STATE WATER QUALITY STANDARDS THAT HAVE
OR ARE LIKELY TO HAVE ENTERED WATERS OF THE STATE.
(C) ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE REMOVED WITHIN 30
DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPs ARE NO
LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE.
DISTURBED SOIL AREAS RESULTING FROM REMOVAL OF BMPs OR VEGETATION SHALL BE
PERMANENTLY STABILIZED.
ELEMENT 12 - MANAGE THE PROJECT
(A) PHASING OF CONSTRUCTION. DEVELOPMENT PROJECTS SHALL BE PHASED WHERE
FEASIBLE IN ORDER TO PREVENT, TO THE MAXIMUM EXTENT PRACTICABLE, THE TRANSPORT OF
SEDIMENT FROM THE DEVELOPMENT SITE DURING CONSTRUCTION. RE-VEGETATION OF
EXPOSED AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BE AN INTEGRAL PART OF
THE CLEARING ACTIVITIES FOR ANY PHASE.
(B) WHEN ESTABLISHING THESE PERMITTED CLEARING AND GRADING AREAS, CONSIDERATION
SHOULD BE GIVEN TO MINIMIZING REMOVAL OF EXISTING TREES AND MINIMIZING DISTURBANCE/
COMPACTION OF NATIVE SOILS EXCEPT AS NEEDED FOR BUILDING PURPOSES. PERMITTED
CLEARING AND GRADING AREAS AND ANY OTHER AREAS REQUIRED TO PRESERVE CRITICAL OR
SENSITIVE AREAS, BUFFERS, NATIVE GROWTH PROTECTION EASEMENTS, OR TREE RETENTION
AREAS, SHALL BE DELINEATED ON THE SITE PLANS AND THE DEVELOPMENT SITE.
(C) COORDINATION WITH UTILITIES AND OTHER CONTRACTORS. THE PRIMARY PROJECT
PROPONENT SHALL EVALUTATE, WITH INPUT FROM UTILITIES AND OTHER CONTRACTORS, THE
STORM WATER MANAGEMENT REQUIREMENTS FOR THE ENTIRE PROJECT, INCLUDING THE
UTILITIES, WHEN PREPARING THE CONSTRUCTION SWPPP.
(D) INSPECTION AND MONITORING. ALL BMPs SHALL BE INSPECTED, MAINTAINED, AND
REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION.
(E) FOR ANY PROJECT DISTURBING MORE THAN 1 ACRE, A CERTIFIED PROFESSIONAL IN
EROSION AND SEDIMENT CONTROL SHALL BE IDENTIFIED IN THE CONSTRUCTION SWPPP AND
SHALL BE ON SITE OR ON CALL AT ALL TIMES. CERTIFICATION MAY BE THROUGH THE
WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/ASSOCIATED GENERAL CONTRACTORS
(WSDOT/AGC) CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL CERTIFICATION PROGRAM
OR ANY EQUIVILENT LOCAL OR NATIONAL CERTIFICATION AND/OR TRAINING PROGRAM, IN THE
CITY'S DISCRETION.
(F) WHENEVER INSPECTION AND/OR MONITORING REVEALS THAT THE BMPs IDENTIFIED IN THE
CONSTRUCTION SWPPP ARE INADEQUATE, DUE TO THE ACTUAL DISCHARGE OF OR POTENTIAL TO
DISCHARGE A SIGNIFICANT AMOUNT OF ANY POLLUTANT, THE SWPPP SHALL BE MODIFIED, AS
APPROPRIATE, IN A TIMELY MANNER.
(G) MAINTENANCE OF THE CONSTRUCTION SWPPP. THE CONSTRUCTION SWPPP SHALL BE
RETAINED ON SITE. THE CONSTRUCTION SWPPP SHALL BE MODIFIED WHENEVER THERE IS A
SIGNIFICANT CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY
BMP.
ELEMENT 13 - PROTECT LOW IMPACT DEVELOPMENT BMPs
(A) PROTECT ALL BIORETENTION AND RAIN GARDEN BMPs FROM SEDIMENTATION THROUGH
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPs ON PORTIONS OFTHE SITE THAT DRAIN INTO THE BIORETENTION AND/OR RAIN GARDEN BMPs. RESTORE THE
BMPs TO THEIR FULLY FUNCTIONING CONDITION IF THEY ACCUMULATE SEDIMENT DURING
CONSTRUCTION. RESTORING THE BMP MUST INCLUDE REMOVAL OF SEDIMENT AND ANY
SEDIMENT-LADEN BIORETENTION/RAIN GARDEN SOILS, AND REPLACING THE REMOVED SOILS
WITH SOILS MEETING THE DESIGN SPECIFICATION.(B) PREVENT COMPACTING BIORETENTION AND RAIN GARDEN BMPs BY EXCLUDING
CONSTRUCTION EQUIPMENT AND FOOT TRAFFIC. PROTECT COMPLETED LAWN AND
LANDSCAPED AREAS FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT.
(C) CONTROL EROSION AND AVOID INTRODUCING SEDIMENT FROM SURROUNDING LAND USES
ONTO PERMEABLE PAVEMENTS. DO NOT ALLOW MUDDY CONSTRUCTION EQUIPMENT ON THE
BASE MATERIAL OR PAVEMENT. DO NOT ALLOW SEDIMENT-LADEN RUNOFF ONTO PERMEABLE
PAVEMENTS OR BASE MATERIALS.
(D) PAVEMENT FOULED WITH SEDIMENTS OR NO LONGER PASSING AN INITAL INFILTRATION TEST
MUST BE CLEANED USING PROCEDURES IN ACCORDANCE WITH THE ECOLOGY MANUAL OR THE
MANUFACTURERS PROCEDURES.
(E) KEEP ALL HEAVY EQUIPMENT OFF EXISTING SOILS UNDER LID FACILITIES THAT HAVE BEEN
EXCAVATED TO FINAL GRADE TO RETAIN THE INFILTRATION RATE OF THE SOILS.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-2
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
SWPPP NARRATIVE
AUG 27, 2024
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
ENERGY NOTES: (FOR A PRESCRIPTIVE BUILDING ENVELOPE)
1. COMPLETELY FILL OUT WSEC PRESCRIPTIVE WORKSHEET.
2. ATTIC INSULATION TO BE R-49 EXCEPT w/RAISED HEEL TRUSS IT CAN BE R-38.
(SEE TRUSS DETAIL)
3. ALL EXTERIOR CORNERS TO BE ADVANCED FRAMING CORNERS.
(SEE DETAIL)
4. ALL DUCTWORK MUST BE IN A CONDITIONED SPACE OR DUCTS ARE TO BE
SEALED, PRESSURE TESTED AND INSULATED w/R-8 INSULATION.
5. AS COMMON PRACTICE, ALL WALL PENETRATIONS MUST BE SEALED.
6. WHOLE HOUSE VENTILATION CAN BE ACCOMPLISHED THREE WAYS:
A. MECHANICAL VENTING THROUGH HEATING EQUIPMENT
B. MECHANICAL PORTS THROUGH EXTERIOR WALLS IN HABITABLE SPACES
C. WHOLE HOUSE FAN w/ALL WINDOWS FRAMES CONTAINING VENTS.
7. (1) BLOWER DOOR TEST MUST BE PERFORMED: BEST TIME FOR THIS TEST
WOULD BE AFTER SHEETROCK BUT BEFORE ATTIC INSULATION. THIS ALLOWS
FOR ANY RE-SEALING TO BE DONE CONVENIENTLY. SET UP A PRELIMINARY
TEST TO FIX ANY LEAKS BEFORE OFFICIAL INSPECTION TO AVOID ANY
RE-INSPECTION FEES.
8. INSPECTION MUST BE PERFORMED BY A CERTIFIED 3RD PARTY WITH BUILDING
OFFICIAL PRESENT.
9. SEE THE 2018 WSEC FOR ALL OTHER INFORMATION REGARDING HIGH
EFFICIENCY BUILDING ENVELOPE.
COMPLIANCE w/2018 ENERGY CODE (PER TABLE 406.2 W.S.E.C.)
HEATING OPTION 2: HEAT PUMP 1 CREDIT
ENERGY OPTIONS:
1.3 .28 U-VALUE ON VERTICAL FENESTRATIONS .5 CREDITS
R-38 INSULATION IN FLOORS
2.1 REDUCE AIR LEAKAGE TO 3 CHANGES PER HOUR .5 CREDITS
HIGH EFF. WHOLE HOUSE FANS MAX. 3.5 WATTS/CFM
3.2 AIR SOURCE, CENTRALLY DUCTED HEAT PUMP MIN HSPF 9.5 1 CREDIT
4.2 COMPONENTS OF SYSTEMS LOCATED IN CONDITIONED SPACE 1 CREDIT
5.5 TIER III HIGH EFF. WATER HEATING EQUIPMENT 2 CREDITS
TOTAL CREDITS: 6 CREDITS
1. REINFORCING STEEL TO HAVE MINIMUM 2" COVERAGE - 3" COVERAGE IN FOOTING
2. ALL EDGES OF WELDED WIRE FABRIC AND REBAR TO HAVE MINIMUM 10" OVERLAP.
3. ALL CONCRETE SHALL DEVELOPE A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I.
4. ALL REINFORCING STEEL TO BE DEFORMED STEEL BARS CONFORMING TO ASTM A615
GRADE 40. ALL WELDED WIRE FABRIC TO CONFORM TO ASTM A185.
FOUNDATION NOTES:
GENERAL NOTES:
THIS DRAWING PROVIDES CONSTRUCTION DETAILS FOR A NEW HOME ON LOT 8,
ROCK RIDGE, 3951 ROCK RIDGE PARKWAY, ANACORTES, WA FOR MT. BAKER
BUILDER, LLC. THIS DRAWING HAS BEEN PREPARED UNDER THE IRC 2018 CODES BY
BLUEPRINT DESIGN CONSULTANTS AND NO STRUCTURAL MODIFICATIONS ARE
ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF BLUEPRINT DESIGN CONSULTANTS.
CONTRACTOR TO VERIFY ALL BUILDING AND LOT DIMENSIONS, AND NOTIFY
THE DESIGNER OF ANY DISCREPANSIES, DIMENSIONAL ERRORS AND
OMMISSIONS PRIOR TO COMMENCING WITH WORK.
CONTRACTOR TO VERIFY ALL STRUCTURAL DETAILS, BUILDING CODES AND
GRADE REQUIREMENTS.
HOMEOWNER WILL TAKE NECESSARY PRECAUTIONS TO REMOVE OR RELOCATE
ITEMS OF VALUE TO BE SAVED AND/OR REUSED OR IN ANY DANGER OF BEING
DAMAGED DURING CONSTRUCTION.
TO THE BEST OF OUR KNOWLEDGE THESE DRAWINGS COMPLY WITH THE
SPECIFICATIONS OF THE OWNER AND/OR BUILDER, AND ANY CHANGES MADE
TO THEM AFTER THEIR COMPLETION ARE THE RESPONSIBILITY OF THE OWNER
AND/OR BUILDER.
CONSTRUCTION SPECIFICATIONS:
1. GENERAL NOTES:
A. SEISMIC ZONE D1
B. WIND EXPOSURE AND SPEED 85 M.P.H., EXP. C
C. SNOW LOAD TO BE 25 P.S.F.
D. FLOOR LIVE LOAD TO BE 40 P.S.F.
E. DECK LIVE LOAD TO BE 60 P.S.F.
F. SOIL BEARING PRESSURE TO BE 1500 P.S.F.
G. FROST DEPTH TO BE MIN. 18" BELOW FINISH GRADE
H. ALL GLASS IN DOORS, SIDELIGHTS AND BATHROOMS TO BE
TEMPERED GLASS PER (IRC R308.1)
H. ALL SIMPSON ANCHORS MAY BE REPLACED BY APPROVED EQUALS.
I. ROOF VENTILATION TO BE 1/150 OF TOTAL ATTIC AREA.
2. FRAMING NOTES:
A. FLOOR: TO BE FRAMED IN ACCORDANCE w/SPECIFICATIONS OF DRAWINGS.
- ALLOWABLE FLOOR LOADS ARE AS SET FORTH IN IRC R301.4 & R301.5
- ALL STRUCTURAL MEMBERS OF FLOOR ARE TO BE PROPERLY FIT AND FASTENED IN
ACCORDANCE IRC.
- ALL STRUCTURAL LUMBER TO BE #2 DOUGLAS FIR OR BETTER.
B. WALLS: EXTERIOR WOOD FRAMED WALLS TO BE 2" x 6" @ 16" O.C.. HEIGHT TO BE AS SET
FORTH IN SECTIONS.
- ALL EXTERIOR WALLS TO BE SHEATHED w/ 1/2" STRUCTURAL PLYWOOD OR 7/16" OSB
- ALL WINDOW/DOOR HEADERS AND BEARING WALL BEAMS TO BE 4" x 10" UNLESS OTHERWISE
NOTED.
- INTERIOR WALLS TO BE 2" x 4" @ 16" O.C.. HEIGHT TO BE AS SET FORTH IN SECTIONS.
- WET WALLS MAY BE 2" x 6" CONSTRUCTION TO ALLOW FOR PLUMBING CLEARANCE.
C. CONNECTIONS:
- ALL WALL TO BEAM CONNECTIONS TO BE POSITIVE FOR UPLIFT & LATERAL SUPPORT PER IRC.
- ALL NAILING TO BE PER IRC TABLE R602.3
- ALL CONNECTORS ARE SPECIFIED AS SIMPSON AND MAY BE REPLACE BY APPROVED
EQUALS.
3. ENERGY CODE: COMPLY WITH WASHINGTON STATE 2018 ENERGY CODE.
A. ALL WINDOWS AND DOORS TO BE SEALED INTO WALL w/CAULKING AND WEATHERSTRIPPING.
B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED AND UNCONDITIONED WALLS & FOUNDATIONS
TO BE CAULKED TO STOP AIR LEAKAGE.
C. ALL WIRING, PLUMBING AND DUCTING PENETRATIONS TO BE SEALED.
D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING.
E. WHOLE HOUSE VENTILATION NEVER LESS THAN 120 CFM w/ 1.0 SONE RATING.
F. WINDOWS TO HAVE U-VALUE OF .28 OR BETTER.
4. INSULATION:
A. ROOF/CEILING TO HAVE A MINIMUM OF R-49 BATT INSULATION.
B. FLOOR TO HAVE A MINIMUM OF R-38 BATT. INSULATION.
C. WALLS TO HAVE A MINIMUM OF R-21 BATT INSULATION.
D. ALL EXTERIOR WALLS TO HAVE ONE OF THE FOLLOWING VAPOR BARRIERS:
- TYVEK HOUSE WRAP
- TYPAR HOUSE WRAP
- 15# FELT PAPER.
MECHANICAL SPECIFICATIONS:
1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL
BURNING APPLIANCE SHALL BE VENTED TO EXTERIOR OF STRUCTURE. THE EXHAUST DUCT
LENGTH IS LIMITED TO LENGTHS SET FOR IN IRC SECTION M1501.
2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW, FLAME OR SPARK SHALL BE LOCATED
A MINIMUM OF 18" ABOVE THE GARAGE FLOOR. (M 1307.3)
3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-WALL METAL .016 IN. APPROVED FLEX
CONNECTORS NOT EXCEEDING 8 FT IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC
DRYER EXHAUST. (M1501.1) M1502.3.1 DRYER DUCT TERMINATION - A MINIMUM OF 12.5 SQ.
INCHES FOR TERMINATION OUTLET OF DRYER DUCT REQUIRED.
4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL
SHALL BE STRAPPED BOTH TOP AND BOTTOM WITH APPROVED SEISMIC STRAPS.
PLUMBING SPECIFICATIONS:
1. PRESSURE RELEASE VALVE FOR HOT WATER TANK TO DRAIN TO EXTERIOR OF
BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE
GROUND, POINTING DOWN. (UPC 1007e)
2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED (UPC 608d)
3. PROVIDE APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. (UPC 1107)
4. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS
UPPER TERMINAL. (UPC 406a)
BLUEPRINT DESIGN CONSULTANTS HEREBY ISSUES AN EXCLUSIVE LICENSE TO
PURCHASER , TO CONSTRUCT ONE HOME ONLY ON ONE LOT FROM THESE PLANS.
THESE PLANS IN ANY FORM CANNOT BE RESOLD OR COPIED WITHOUT WRITTEN
APPROVAL FROM BLUEPRINT DESIGN CONSULTANTS.
1/2" = 1'-0"
ADVANCED CORNER FRAMING
OUTSIDE CORNER
INSIDE CORNER
16"
R-10 HDR
H2.5
2" RIGID
4x10 (TYP.)
1/2" = 1'-0"1/2" = 1'-0"
ATTIC INSULATION R-38 w/RAISED HEEL
TRUSS OR R-49 w/STANDARD TRUSS
ATTIC VENTILATION 1/150
ADVANCED FRAMING TRUSS
H2.5 @ ALL TRUSSES
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-3
MT. BAKERVIEW BUILDERS
GENERAL NOTES
SWPPP DETAILS
ENERGY
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
ENERGY
swppp details
AUG 27, 2024
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
10'
8'-9"
3'
10'
10'
5'
6'
21'-6"
3070 SH24"VENT
5050XO
5050XO
3070 SH24"VENT 6040XO
CORNER PIN434.0'
FINISHED FLR.
425.25'
TOP OF SLAB (AVG. GRADE)
422.25'
MAXIMUM HEIGHT444.0'
PLATE HEIGHT
435.25'
SOUTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
STEP
GARAGE T.O.S.
422.25'
P/L P/L
C E D A R S I D I N G
(4 ") E X P O S U R E C E D A R S I D I N G
(4 ") E X P O S U R E
C E D A R S I D I N G
(4 ") E X P O S U R E
9080 PLANK STYLE
OVERHEAD DOORS
HARDI PANEL
SIDING TYP.
STANDING SEAM
METAL ROOFING (BLACK)
14" CEDAR FASCIA
W/DRIP LEDGE
6X10 DF CCQ66Z
CEDAR T&GSOFFITS TYP.
ABU66Z
6X6 P.T.
2X4" FRAMED
18"X18" COLUMN W/STONE VENEER
6030 PIC
3680DOOR
GRADE
GRADE
COLUMN FACE 16 S.F. STONE
FRONT FACE = 1,081 S.F.
5% = 54 S.F. STONE REQUIRED
GARAGE 40 S.F. STONE
TOTAL STONE = 56 S.F.
CULTURE STONE VENEERPROFIT LEDGESTONE"BLACK RUNDLE"
5' RETAINING WALL (NOT TO EXCEED)
5' RETAINING
WALL 6'6" STEM WALL
2% GRADE
FINISHED GRADE
36" RETAINING
WALL
3616 PIC TRANS
1'-0" O.H. TYP
AVG GRADE CALCULATIONS
GRADE @ NW WALL CENTER = 421.00'GRADE @ NE WALL CENTER = 419.00'
GRADE @ SW WALL CENTER = 426.00'
GRADE @ SE WALL CENTER = 426.00'
AVG GRADE = 422.25'
EXISTING GRADE @ MID S.W.WALL = 426.00'
EXISTING GRADE @
MID N.E. WALL = 419.00'
RIDGE HEIGHT21'6" ABOVE AVG. GRADE
NOTE:
ELEVATIONS ARE ALL BASED FROMCORNER PIN SET BY SURVEYORS FORHEIGHT REGULATION.
SOUTH PROPERTY CORNER
91.73 ft
24'-6"
SOUTHWEST ELEVATION
SCALE: 1/4" = 1'-0"
2040SHOBSC.
P/L
4 4 4 .0 '
4 3 0 .0 '
P/L
HIGHEST POINT OF ROOF STRUCTURE
4 3 4 .0 '
GRADE @ PROPERTY LINE
TOP OF UPPER RETAINING WALL
TOP OF LOWER RETAINING WALL
GRADE @ PATIO
CONC. PATIO
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-4
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
ELEVATIONS
AUG 27, 2024
Maximum height per
AMC (35') = 457.25'
35'-0"
7'-6"
Eaves may encroach into
side setback by not more
than 2-feet.
MAXIMUM HEIGHT ALLOWED BY ANACORTES MUNICIPAL CODE.
10'-1 1/4"
4'-0"
Site plan shows proposed
distance to southwest lot line
is 9'-6", this elevation drawing
is showing 10'-1 1/4". Site
plan shall dictate location of
structures, not elevation
drawings.
5'-10 1/4"
Site plan shows proposed
distance to northwest lot
line is 6'-1 1/2", this
elevation drawing shows
distance is 5'-10 1/4" and
northwest elevation
drawings states 5'-9 3/4".
Site plan shall dictate
location of structures, not
elevation drawings.
7'-10"
Minimum upper floor required side setback.
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
dwgmodels.com
2'
5'-9 3/4"
NORTHWEST ELEVATION
SCALE: 1/4" = 1'-0"
G R A D E
GRAD E
P/LP/L
90610 OXO SGD
HEAT
PUMP
GRADE
5' HIGH RETAINING
RETAINING WALLSTO MATCH EXISTING
NEIGHBORHOOD
3030
PIC
3030PIC
3070 SH
24" VENT 8090 SGD
8030 PIC
1/2":12 PITCH TYP.
ALL ROOF PLANES
SETBACK
W.P. BALCONY W/CABLE RALING
STANDING SEAM METAL ROOFING TYP. (BLACK)
3070 SH24" VENT
4046 PIC TMP
9060 XOX 30"VENTS
CONCRETE PATIO
AVG HT = >18" AVG HT
CONCRETE PATIO
SIDEWALK
NORTHEAST ELEVATION
SCALE: 1/4" = 1'-0"
2040 SH OBSC.
2036 SH OBSC.
STONE RETAINING WALLSNOT TO BE MORE THAN 5' TALL
STONE RETAINING WALLSNOT TO BE MORE THAN 5' TALL
CONC. PATIO < 18"AVG ABOVE GRADE
CONC. PATIO/SIDEWALK
Terraced retaining walls as per City of Anacortes standards AMC19.66.080, not to exceed a height of 5-feet.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-5
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
ELEVATIONS
AUG 27, 2024
See approved site plan for
setback dimensions.
1'-1/2"
2'-0"
Concrete patios not exceeding 18 inches average height above finished grade are permitted within any required setback (AMC 19.42.140(F)(8)).
0'-6 1/2"
10'-1 1/4"
See approved site plan for setback dimensions.
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
8" X 16"
8" X 16"
8" X 16"
8" X 16"
8" X 16"
8" X 16"
8" X 16"
8" X 16"8" X 16"8" X 16"8" X 16"8" X 16"
S1
CROSS SECTION 1
4'8'4'5'-6"2'-1"11'-10"2'-1"26'
63'-6"
22'-3 1/2"
9'-2 1/2"
31'-6"
2'-1"
6'-6"
1'-0 7/16"
11'
45'
1'-0 7/16"
46'-0 7/16"
4'
2'-1"
26'-8"36'-10"
63'-6"
9'-2 1/2"
4'-10 1/2"9'-3"
9"
9'-3"
1'-10 1/2"
3'-6"
2'
3'
2'
3'
2'
3'
2'
3'
7'
3'-6"
15'-7"6'15'-3"
38'-3 1/4"
7'-10 1/4"
15'-11"
SEE ENGINEERING FOR DETAILS
19IRC
20IRC
REINF. CONCRETE SLABOVER 6X6 WIRE MESH
2" RIGID FOAM INSUL. 6 MIL. VISQUEEN AND
PEA GRAVEL FILL
B.P.
B.P.
B.P.
B.P.
B.P.B.P.
PONY WALL
SCALE: 1/4" = 1'-0"
FOUNDATION PLAN
30"x30" 24" VENTED
ACCESS WELL W/16"
X 24" OPENING IN
PERIMETER WALL
(MIN.) IRC 408.3
CRAWL SPACE
6 MIL VISQUEEN
18" MIN. CLEARANCE TO JOIST
12" MIN. CLEARANCE TO GIRDERS
IRC 408.1
1779 S.F.
300=5.93 S.F.
VENT AREA
12 VENTS REQ'D
IRC 408.2
CRAWL ACCESS
B.P.B.P.
ELECTRICAL GROUNDING NOTE:
BEND A 20' PIECE OF REBAR 90° AT EACH
END ENOUGH TO TIE TO THE FOOTING REBAR
AND RUN 4" ABOVE AND THROUGH THE STEM
WALL. SEE BUILDER FOR LOCATION.
2x6 P.T.
SECOND STUB ALLOWS
FOR CONTINUITY CHECK
9'-1 1/8"
1'-0 3/4"
8'-1 1/8"
15# FELT TYP.
7/16"" MIN. APA RATED SHEATHING U.N.O. w/ 8' PANEL LENGTH
PLACED PERP. TO DIRECTION OF FRAMING AND ALTERNATE
PANEL END JOINTS BY 4'. NAIL w/8d @ 6" o.c. PERIMETER & ALL
SUPPORTED PANEL EDGES @ 12" o.c. TYPICAL UNO.
AIR BAFFFLE 1" SPACE MIN TO
EXTEND 12" MIN. ABOVE
INSULATION
SIMPSON H2.5 TIE @ EA. TRUSS.
(INSTALL PRIOR TO SHEATHING ON
EXTERIOR SIDE)
2x8 FASCIA W/
CONT. GUTTER
2x SOFFIT FRAMING
(VENTED SOFFIT PER OWNER)
DBL. TOP PLATE
COMPOSITION ROOF
R-49
INSULATION
4" SOLID TILE
4" PERF TILE
w/DRAINROCK
GRADE
LANDSCAP
E CLOTH
(18" OVERHANG)
2x10 BAND
4x10 DFIR HDR (TYP.)
1/2" GWB
HARDIPLANK
SIDING (TYP)
7/16 OSB SHEATHING
w/TYVEK HOUSE WRAP
R-21
INSULATION
"Z" FLASHING
2x10 BAND
EXT. WARM WALLS - 2x6
STUDS @ 16" o.c. OVER 7/16"
APA RATED SHEATHING .
INSTALL BUILDING PAPER OR
FELT BETWEEN SIDING AND
WALL SHEATHING TYPICAL
ALL EXTERIOR WALLS.
BLOCK @ 8' EA. STUD BAY.
ATTIC INSULATION R-49 W/ EQUIV.
R-VALUE TO BE USED IN ATTICS
WHERE CLEARANCE NOT AVAIL. FOR
BATT.) 1/2" G.W.B. (TYP.)
ATTIC
VENTILATION 1/
150 OF SPACE
NOTES:
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED IN
ACCORDENCE W/ THE MIN. PROVISIONS PER U.B.C.
2326.
2. INTERIOR WALLS TO BE 2x4" CONSTRUCTION
TYPICAL EXCEPT @ PLUMBING AND OCCUPANCY
SEPARATION.
PERMA-GARD PRIMER
VAPOR BARRIER
NOTE:
TYP NOTE:
OSB SHEATHING FOR WALLS,
FLOORS REQUIRE MINIMUM 1/8"
SPACE BETWEEN ALL PANEL
ENDS AND EDGES.
USE METAL STRAPS
BETWEEN 1ST & 2ND
FLOORS AFTER WALL
SHEATHING ARE IN
PLACE. LOCATION OF
STRAPS WILL BE
DETERMINED AT THE
JOB SITE.
WALL SECTION (TYP.)
1/2" = 1'-0"
6-MIL VISQUEEN
TJI @ 16" O.C. PER PLAN
3/4" T&G
PLYWOOD
TJI @ 16" O.C. PER
PLAN
ENGINEERED
TRUSS
1/2" GWB (TYP.)
3/4" T&G . SHTG. GLUE & NAIL
w/10d 6" o.c. EDGES &
BLOCKING. 10" o.c. FIELD -
TYPICAL.
8d @ 4" O.C. @
(EACH MEMBER)
R-38 INSULATION
2 x BIRD BLOCK W/ SCREEN -
TOE NAIL w/(2) @ ea. END TO
TRUSS OR RAFTER
R-21 INS. BATTS w/VAPOR
BARRIERPER PLAN
PER PLAN
R-1O TYP.
SHOWING TYPICAL CONSTRUCTION ITEMS ONLY.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-6
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
FOUNDATION PLAN
TYPICAL WALL SECTION
*SEE ENGINEERING FOR DETAILS
AUG 27, 2024
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
DRILL & EPOXY WEDGE ANCHOR BOLTS
THROUGH P.T. RIM JOISTS & SECURE
1 1 7 /8 " T J I 2 1 0 @ 1 6 " O .C .
30" STEP DOWN TO
MUD RM FLOOR
11 7/8" TJI210 @ 16" O.C.
MAIN FLOOR FRAMING
SCALE: 1/4" = 1'-0"
FLOOR NOTES:
1. 4x10 DF BEAMS w/4x4 P.T. POST PER PLAN
2. 11 7/8" TJI210 @ 16" O.C. TYPICAL
3. BLOCK OVER ALL BEARING
4. 3/4" T&G PLYW'D SUBFLR.
26'-5 1/2"
1'-3 1/4"
6'16'-5 1/2"
2'
11 7/8" TJI510 @ 16" O.C.
11 7/8" TJI210 @ 16" O.C.
BLOCKING
BLOCKING
BLOCKING
BLOCKING
FRAME 12" EXTENSIONAND BOLT TO BEAM &
LET T&G PLYW'D LAYCANTELEVERED OUT
ENGINEERED BEAM
ENGINEERED BEAM
GABLE END WALL
GABLE END WALL
BLOCKING
UPPER FLOOR FRAMING
SCALE: 1/4" = 1'-0"
FLOOR NOTES:
1. 4x10 DF BEAMS w/4x4 P.T. POST PER PLAN
2. 11 7/8" TJI210 @ 16" O.C. TYPICAL
3. BLOCK OVER ALL BEARING
4. 3/4" T&G PLYW'D SUBFLR.
5. 2x10 P.T. DECK JOISTS @ 16" O.C.
6. W/P DECKING PER BUILDERS
7. ALUMINUM RAILING SYSTEM TYP.
2X10 DF DECK JOISTS TAPERED TO DRAIN
BLOCKING
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-7
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
FLOOR FRAMING
AUG 27, 2024
SEE ENGINEERING FOR DETAILS
1'-1/4"
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
5050 XO5050 XO
10068 OXO SGD
4046 PIC TMP
2668
3068
2036 SH OBSC.
2668
N
SD
CO
S1
CROSS SECTION 1
10'-1"
24'-5 1/2"
16'-1"
1'
24'-5 1/2"
4'16'-5 1/2"4'
16'-1"
1'1'
10'-6"
3'-6"
14'-0 1/2"
5'-6 15/16"4'
6 1/16"
14'-4 1/2"
25'
3'-1 1/4"5'
3"
5'3'-1 1/4"
3'13'-5" X 4'-0"
19'-8" X 11'-0"
13'-5" X 13'-8"
8'-4" X 6'-5"
9'-9" X 9'-11"
UPPER FLOORPLAN
SCALE: 1/4" = 1'-0"
REC RM
UPPER FLR.613 S.F.
BALCONY 63 S.F.
MASTERBDRM
36" CAPPED WALL
1IRC
2
IRC
6
IRC
7
IRC
110 CFM
CLST
BALCONY
MASTER BATH
3IRC
9
C
W D
Wine Cellar
HEAT PUMP
308020 MIN. DOOR
2040 SH OBSC.
90809080
2040 SH
OBSC. TMP
3070 SH 24" VENT3070 SH 24" VENT
3030 PIC TRANS 7030 PIC TRANS 3030 PIC TRANS
9060 XOX 30" VENTS 3070 SH
24" VENT
7090 SGD 3070 SH
24" VENT
3680
3616 PIC TRANS
3680
2880
6040 XO
W/6030 PIC TR.
2880
2480
2880
3080
3080
2680
PKT
3080
2880
2468PKT
N
10. M1307.2 P2801.6 & 7 - WATER HTR TO BE
ANCHORED TOP & BOTTOM TO RESIST
HORIZONTAL DISPLACEMENT DUE TO
EARTHQUAKE MOTION. STRAPPING TO BE WITHIN
THE UPPER 1/3 AND LOWER 1/3 OF THE
APPLIANCE.
INTERIOR NOTES
6. IRC 314.1 - 314.5 - SMOKE DETECTORS
GARAGE NOTES
13. IRC 309.1 - 4" REINF. (6x6 WIRE MESH) CONC.
SLAB OVER COMPACTED FILL. SLOPE THE SLAB
AS TO FACILITATE THE FLOW OF LIQUIDS
TOWARD A FLR. DRAIN OR THE OVERHEAD
DOOR ENTRY.
15. IRC 302.7 - ENCLOSED ACCESSIBLESPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH1/2" GYPSUM WALL BOARD.
EXTERIOR NOTES
20. IRC 317.1.1 -317.1.7 - PROTECTION OF WOOD
AND WOOD BASED PRODUCTS FROM DECAY
SHALL BE PROVIDED IN THE FOLLOWING
LOCATIONS BY THE USE OF NATURALLY DURABLE
WOOD OR WOOD THAT IS PRESERVATIVE-
TREATED IN ACCORDANCE WITH APWA U1 FOR
THE SPECIES, PRODUCT, PRESERVATIVE AND
END USE. PRESERVATIVES SHALL BE LISTED IN
SECTION 4 OF AWPA U1.
FLOORS TO HAVE AN18" MIN CLEARANCE -
WOOD GIRDERS TO HAVE A MIN. OF 12"
CLEARANCE.
4. M1307.1 - APPROVED FACTORY-BUILT
FIREPLACES (ZERO CLEARANCE) GAS FIREPLACE
INSTALLED PER MFR INSTRUCTIONS.
(INSTRUCTIONS TO BE ON SITE FOR INSPECTION)
17. IRC 319.1 - APPROVED ADDRESS NUMBERS
SHALL BE PLACED ON ALL NEW AND
REMODELED BUILDINGS, INCLUDING ONE AND
TWO FAMILY DWELLINGS, IN SUCH A POSITION AS
TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE
ROAD OR STREET FRONTING THE PROPERTY
2. IRC 311.7 - STAIRWAYS AND RAILINGS SHALL
COMPLY WITH IRC 301.5, 303.6, 311.5
18. IRC 507.2 - POSTS, COLUMNS, GIRDERS,
JOISTS, DECKING, STAIR JACKS, AND TREADS OF
ALL DECKS SHALL BE OF WOOD WHICH IS
RESISTANT TO DECAY. CEDAR, REDWOOD,
PRESSURE TREATED.
8. IRC 807.1 - 22" x 30" ATTIC ACCESS w/12"
DAM
16. IRC 312.1 AND 312.2 - GUARD RAILSSHALL BE LOCATED ALONG OPEN SIDEDWALKING SURFACES, INCL. STAIRS, RAMPSAND LANDINGS LOCATED MORE THAN 30"ABOVE GRADE AND SHALL NOT BE LESSTHAN 36" HIGH FROM THE TOP OF WALKINGSURFACE.
11. M1307.3 - RELIEF VALVE TO BE PLUMBED TO
EXTERIOR OF BUILDING - WATER HEATER TO BE
PLACE ON 1 HR. FLOOR CONSTRUCTION A
MINIMUM OF 18" HIGH
5. M1501.1 - EXHAUST DUCTS FROM DOMESTIC
DRYER TO WALL OR ROOF TERMINATION SHALL
NOT EXCEED25-FT. 2.5 FT. OF MAXIMUM
ALLOWED LENGTH SHALL BE DEDUCTED FOR
EACH 45-DEGREE ELBOW AND 5 FT FOR EACH
90 DEGREE ELBOW. DUCTS ARE TO BE SMOOTH
.016 IN. METAL AND SHALL HAVE NO SCREWS OR
FASTENERS WHICH WILL OBSTRUCT FLOW. ( DOES
NOT INCLUDE THE TRANSITION DUCT)
3. IRC 308.1 - GLAZING IN HAZARDOUS
LOCATIONS SHALL BE OF SAFETY GLASS. EACH
LIGHT OF SAFETY GLAZING SHALL BE IDENTIFIED
BY A PERMANENT LABEL VISIBLE AFTER
INSTALLATION.
12. IRC 302.6 - SELF CLOSING, 20 MIN. DOOR
1. IRC 310.1 - PROVIDE AT LEAST ONE
OPERABLE WINDOW OF NOT LESS THAN 5.7 S.F.
OF OPENABLE AREA, WITH CLEAR MINIMUM
HEIGHT 24" AND WIDTH 20", MAXIMUM SILL HEIGHT
44" ABOVE FINISHED FLOOR
19. IRC 502.4 - SOLID BLOCKING REQUIRED AT
ALL BEARING POINTS OF FLOOR, CEILING &
ROOF SYSTEMS
9. IRC 302.5.2 - DUCTS IN THE GARAGEAND DUCTS PENETRATING THE WALL ORCEILING SEPARATING THE DWELLING FROMTHE GARAGE SHALL BE CONSTRUCTED OFA MINIMUM 26 GAGE SHEET STEEL AND
SHALL HAVE NO OPENINGS INTO THEGARAGE. THIS WOULD ALSO PROHIBITFILTER ACCESS OPENINGS IN THE RETURNAIR DUCT SYSTEM OR ANY HEAT SUPPLYOPENINGS INTO THE GARAGE.
7. IRC 315.1 - CARBON MONOXIDE
7b. IRC 314.2.3 - HEAT DETECTOR IN GARAGE
14. IRC 302.6 - 1/2" GWB BETWEEN GARAGE &
LIVING SPACE. IF LIVING AREA ABOVE GARAGE,
APPLY 5/8" TYPE "X" GWB TO CEILING. THIS
ALSO APPLYS TO ANY SUPPORT STRUCTURE (IE.
BEAMS & POSTS) TO BE COVERED BY 1/2"
GYPSUM WALL BOARD.
8
IRC
CO
HD
CO
SD
SD
S1
CROSS SECTION 1
3'2'7'3'3'
2'-2 1/2"
3'-1"9'3'-6"
5'9'1'9'2'2'-11"6'2'-11"
26'
2'-1"2'-1"
23'
10'
3'-3 1/2"
7'-1"3'-5"4'-0 1/2"
5'
1'-11"
10 1/2"3'3"3'10 1/2"
4'8'4'5'-6"2'-1"11'-10"2'-1"26'
63'-6"
13'-4"
4'-10"
8'-9"
5'-6"
12'-7"
1'
46'
4'
2'-1"
22'-9"
5'
3'-6 1/2"
2'-1"
27'-7"
1'
11'
18'-5 1/2"
18'-5 1/2"8'21'-5 1/2"15'-7"
63'-6"
27'-7"
5'-1"5'-5"
3'-6"
3'-6"3'-6"4'7'-6"
3'-11 1/2"
3'-6"
4'-3 1/2"
3'-6"
10'
5 1/2"
2'
2'-3"
5'-11"
31'-3 1/2"
12'-10" X 8'-0"
5'-4" X 5'-2"
23'-0" X 9'-11"
20'-11" X 8'-6"
20'-11" X 17'-4"
14'-11" X 16'-3"
14'-10" X 13'-1"
4'-10" X 5'-2"3'-5" X 6'-9"
15'-0" X 13'-3"
21'-6" X 21'-9"
5'-5" X 7'-2"
1'-10" X 3'-0"
7'-6" X 4'-3"
6'-10" X 4'-6"
GARAGE
PATIO
MAIN FLOORPLAN
SCALE: 1/4" = 1'-0"
BEDRM 2/FLEX
GUEST SUITE
GREAT RM
KITCHEN
ENTRY
PANTRY
CLST
MAIN FLR.1,841 S.F.
UPPER FLR. 613 S.F.
GARAGE/MECH 521 S.F.
COV. PORCH 45 S.F.
PATIO (NOT COUNTED) 230 S.F.
LOWER PATIO 260 S.F
TOTAL BLDG COVER 2,407 S.F.
MW
4 FLOATING
SHELVES
LINEN
PETWASH
PWD
DBL OVEN
DW
(9'-5" CEILING)
BUILT-INBOOKCASE
CLST
EATING BAR
DINING
(9'-5" CEILING)
(14'-0" PLAT HEIGHT)
(14'-0" PLAT HEIGHT)
COMPLIANCE W/2018 ENERGY CODE (PER TABLE 406.2 W.S.E.C.)
HEATING OPTION 2: HEAT PUMP 1 CREDITENERGY OPTIONS:1.3 .28 U-VALUE ON VERTICAL FENESTRATIONS .5 CREDITS R-38 INSULATION IN FLOORS2.1 REDUCE AIR LEAKAGE TO 3-CHANGES PER HOUR .5 CREDITS
HIGH EFF. WHOLE HOUSE FANS MAX. 3.5 WATTS/CFM3.2 AIR SOURCE CENTRALLY DUCTED HEAT PUMP 1 CREDIT MIN. HSPF 9.5 4.2 COMPONENTS OF SYSTEMS LOCATED IN 1 CREDIT CONDITIONED SPACE5.5 TIER III HIGH EFF. WATER HEATING EQUIPMENT 2 CREDITS
TOTAL CREDITS 6
(230 S.F.)
1IRC
2
IRC
3
IRC
4
IRC
5IRC
6
IRC
7IRC
9-11
IRC
12
IRC
13
IRC
14
IRC
15
IRC
16
IRC
17IRC
18
IRC
1IRC
6
IRC
7IRC
7b
IRC
100 CFM
350 CFM
110 CFMW.H.F.
100 CFM
UPPER FLOORLINE
9
A
9
A
9
B
9
B
9
D
9
C
9
C
9
E
9
E
9
D
MECHANICAL
MUD RM
9
F
9
F
B.P.
B.P.
B.P.
B.P.BW
B.P.B.P.
ENGINEERED HDR
PORCH & STEPS 72 S.F.
LOWER PATIO
26' X 10'260 S.F.
EAVES 217 S.F.
TOTAL W/EAVES 2,624 S.F.
3IRC
5/8 TYPE X DRYWALL
REQUIRED ONGARAGE CEILING
AIR GAP REQUIREDAT DISHWASHER(UPC 807.3)
NO STUDOR VENTS OR AIR ADMITTANCEVALVES PERMITTED WITHOUT PRIOR APPROVALOF ENGINEERED PLUMBING PLANS.
B.P.B.P.
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-8
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
FLOOR PLANS
SEE ENGINEERING FOR DETAILS
AUG 27, 2024
Interconnected heat alarm
required in garage (R314.2.3)
Appliances installed in locations subject to
damage from vehicles must be protected by
approved barriers (M1307.3.1)
30 inch clearance
required for toilet
Smoke detector required
outside of each sleeping
area in the immediate
vicinity of the bedroom
group R314.3
Water hammer arrestor required at all devices with
quick-closing valves (UPC 609.10)
1'
-
0
"
31
'
-
6
"
30
'
-
0
"
Balcony above
4'
-
1
/
2
"
Check dimensions. It's
measuring 14'-4 1/2" not 13'-5".
Eaves are not shown to exceed
3-feet thus roof overhang is not
included in lot coverage calculations.
13'-5"
3'
-
7
"
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
1/2 : 121/2 : 12
1/2 : 12
1/2 : 12
3'-3 1/2"
ROOF PLAN
SCALE: 1/4" = 1'-0"
ROOF NOTES:
1. ALL RAFTERS SHALL BE 14" TJI230 @ 24" O.C. TYPICAL.
2. DESIGN DETAILS AND RAFTER LAYOUT TO BE PROVIDED BY STRUCTURAL ENGINEER.
3. ALL PERIMETER AND BEARING WALL BEAMS AND HEADERS TO BE #2 DFIR 4"X10" A.N.O.
4. PROVIDE SCREENED BLOCKING OVER SUPPORTS.
5. ALL ROOF PITCH TO BE 1/2":12" OR AS SHOWN ON ELEVATIONS.
6. ALL OVERHANGS ARE 24" WITH 24" BARGE ENDS EXCEPT AS NOTED OTHERWISE.
7. ROOF VENTILATION TO BE PER IRC R806.2
8. (2) SIMPSON SDWC SCREWS PER TRUSS TO PLATE CONNECTION
9. BARGE AND FASCIA TO BE 2x4 AND 2x12 PRIMED CEDAR COMBINED FOR 15" FACE
10. STANDING SEAM ROOFING (BLACK) w/ICE SHIELD MATT ON SHEATHING PER IRC R905
ROOF
LEDGER
THIS WALL
ROOF
LEDGER
THIS WALL
1
4
"
T
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3
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2
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14" TJI230 @ 24" O.C. TYP.
14" TJI230 @ 24" O.C. TYP.
1 4 " T J I 21 0 @ 2 4 " O .C .
12"
STANDING SEAM METAL ROOFING "BLACK"
OVER "ICE GUARD" UNDERLAYMENT FABRIC
5/8" PLY'W'D SHEATHING14" TJI230 @ 24" O.C. TYPICAL
STARTER FLASHING TO BTM. OF GUTTER
OVER ICE GUARD FABRIC
2X4 + 2X12 PRIMED CEDAR FASCIA
VENTED BLOCKING4" T&G SOFFIT
w/VENT STRIP 4 1/4" SDWC SIMPSON
TRUSS SCREW THRU
FLANGE AND INTO TOP
WALL PLATES EA. SIDE
TRUSS OF FLANGE
TYP. EAVE
1" = 1'-0"
1/2 : 12
2'-1"
1
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DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-9
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
ROOF PLAN
SEE ENGINEERING FOR DETAILS
AUG 27, 2024
CERTIFIED PROFESSIONAL BUILDING DESIGNER
NATIONAL COUNCIL OF
B
UIL
DING D
E
SIGN
ER CERTIFICATION
John AndersonCPBD No. 48-654
10'-1 1/8"
84"
23 1/8"
8'-11 1/8"
95 1/8"
2'-11 1/8"
6'
8'-11 1/8"
1'
2040SHOBSC.
A SECTION
1/4" = 1'-0"
GRADEFURRING
PER ENGINEERING
GUEST SUITE
GUEST
BATHRM
PWD RMBEDRM 2/FLEX RM
11 7/8" TJI210 @ 16" O.C. TYP.or PER ENGINEER
R-10 TYP.
R-21 TYP.
R-10 TYP.
R-21 TYP.
R-49 TYP.
R-38 TYP.
1'1'
14'
14'
10'-0 1/4"
1'-6"
5 1/2"
8'-0 3/4"
10'-8 5/8"
14'-4 1/8"
14'-8 7/16"
14'-4 1/8"
36"
12 1/2"
84"
23"
12'-11 1/2"
8'-11"
B SECTION
1/4" = 1'-0"
CONCRETE PATIO GRADE
BEAMS PER ENGINEERING
R-49 TYP.
R-38 TYP.FLR JOISTS PER ENGINEERING
R-10 TYP
R-21 TYP.
R-21 TYP.
FLASHING TYP.
9'-5"
1'-0 5/8"
9'
3'
C SECTION
1/4" = 1'-0"
6040 XO
W/6030 PIC TR.
3616 PIC TRANS
GARAGE
FLR JOISTS PER ENGINEERING
M. BDRM
M. BATH STAIRWELL
G. BDRM
ENTRY
KITCHEN
R-49 TYP.R-21 TYP.
R-21 TYP.
R-49 TYP.
R-21 TYP
R-10 TYP
R-10 TYP
R-21 TYP.
R-38 TYP
5/8 TYPE "X"SHEETROCK TYP.
R-38 TYP
9'-5 1/8"
3'
10'-1 1/8"
7'-5 1/8"
6 3/4"11 1/2"
D SECTION
1/4" = 1'-0"
GRADE
14" LVL LEDGERW/ITS 2.06/141/2
12
14" TJI210 @ 24" O.C.
3070 SH24" VENT
9060 XOX 30" VENTS 3070 SH24" VENT
3030PICTRANS
3030PICTRANS
7090 SGD
8030 PIC TRANS
PWDR
LAUNDRY
GARAGE SLAB HTR-38 TYP
4046 PIC TMPM. BATH
MSTR BDRM
R-21 TYP.
R-21 TYP.
R-21 TYP.
R-21 TYP.
R-38 TYP.JOISTS PER ENGINEERING
JOISTS PER ENGINEERING
R-49 TYP.
R-49 TYP.
8'
9'-5 1/8"
9'-2 3/4"
2'-8"
5'
9'-8 5/8"
8'-8 1/8"
E SECTION
1/4" = 1'-0"
11 7/8" TJI JOISTS @ 16" O.C.
SLOPE TO FRONT
GARAGE
LEDGER
W/1TS HANGER
ENGINEERED HDR
(3 1/2"X14" SHOWN)
STRIP DRAIN
FIR DOWN
W/P
BALCONY
MASTER BDRM
FAMILY RM
R-38 TYP.
R-49 TYP R-21 TYP.
R-10 TYP
R-21 TYP.
R-10 TYP
R-21 TYP.
R-21 TYP.
T.V.
10'-1 1/8"
10'-8 7/8"
1'
3070 SH 24" VENT3070 SH 24" VENT
F SECTION
1/4" = 1'-0"
H2.5 TYP
R-21 TYP R-21 TYP
R-38 TYP.
BEAM PER PLAN
DESIGNED BY:
CONTRACTOR TO VERIFY ALL LOT AND BUILDING DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION
DATE:
REVISED:
A.I.B.D. - C.P.B.D. - M.B.A.
John Anderson
DESIGN PROFESSIONAL COUNCIL
5780 WILLOW SPRINGS WAY
FERNDALE, WA 98248
(360) 733-7206 OR 815-2350
A-10
MT. BAKERVIEW BUILDERS
LOT 8, ROCKRIDGE
ANACORTES, WA 98221
SECTIONS
AUG 27, 2024
SEE ENGINEERING FOR DETAILS
4'-0"
0'-11 1/4"
CITY OF ANACORTESPCED Dept - Planning DivisionAPPROVED LANDSCAPE PLANPERMIT #:
PARENT PERMIT #:
ADDRESS:
APPROVED BY:
DATE:11/26/24
BLD-2024-0184
N/A
3951 Rock Ridge Parkway
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521 S.F G
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207 S.F. CONRETE PATIO >18" AVG ABOVE GRADE 234 S.F. CONRETE PATIO
>18" AVG ABOVE GRADE
63'-5 5/16"
N 4
D 5'
G WALLS
ED
A C K
S I L T F E N C
422.25' G
1 0 ' D R A I N A G E /U T I L I
421'
HEAT PUMP
UPPER FLOOR BALCONY
6"
Per site plan concrete patio
continues across the entire
back side of the building.
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3951 ROCK RIDGE PKWY
134319
BLD-2024-0184
3/14/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
8/30/2024
aaron esterholt
Stormwater Review
PLATTED DEVELOPMENT
PER STORMWATER MANUAL FOR WESTERN WA
HOOK UP TO STUB
7,503
SITE IS CLEARED (NO EXISTING BRUSH OR VEGITATION) BASICALLY CHIPPED OUT OF ROCK. MORE ROCK WILL NEED TO BE
REMOVED AND GOOD FILL BROUGHT IN. SILT FENCE WILL BE INSTALLED PRIOR TO AND EXCAVATION. CONSTRUCTION
ENTRANCE WILL BE PROIVIDED TO MINIMIZE TRACKING.
THE MAJORITY OF THE CUT AREAS WERE DONE DURING PLAT DEVELOPMENT. JUST FINE TUNING FOR FOOTINGS ETC.
ROCK
4,905 SF
65
Start Here
Does the Slte have 35% Ves See Redevelopment Project
Thresholds and the Figure "Flow or more of existing hard Chart for Determining surface coverage? Requirements for Redevelopment",
No
Does the Project convert
acres or more of vegetation to
Does the Project result in lawn or landscaped areas, or
5,000 square feet. or No convert 2.5 acres or more of
greater, of new plus native vegetation to pasture?
replaced hard surface \No area?
Ves Ves Does the Project result In 2,000
square feet. or greater, of new plus • replaced hard surface area? Al] M[nlmum Requirements
apply to the new and replaced
hard surfaces and converted Ves No vegetation areas,
Does the Project have land
Minimum Requlrements #1 disturbing activities of 7,000
through #5 apply to the new Yes square feet or greater?
and replaced hard surfaces
and the land disturbed. No
MIn[mum Requirement #f2
applles.
Revised March 2019
Flow Chart for Determining Requirements for
New Development
State of Washington
DEPARTMENT OF ecoLoGYr ...................
llrtatlon of Ilabilly, and dlsclalmer,
Does the Project result In 2,000 square feet. or more. of new plus replaced hard surface area?
OR
Does the land disturbing activity total 7,000 square feet or greater?
Yes No
Minimum Requirements #1 through #5
apply to the new and replaced hard Minimum Requirement #2 applles.
surfaces and the land disturbed,
Next Question •
Does the Project add 5,000 square feet or more of new hard surfaces?
OR
Convert / acres or more of vegetatlon to lawn or landscaped areas?
OR
Convert 2.5 acres or more of natlve vegetatlon to pasture?
Yes No
All Minimum Requirements apply Next Question ls thls a road to the new hard surfaces and the related project? No converted vegetatlon areas, Yes
Does the Project add 5,000 square feet or more of new hard surfaces?
Ves No ls the total of new plus replaced hard surfaces 5,0OO
square feet or more,
Do the new hard AND
surfaces add 50% or No No does the value of the proposed improvements -
No additional Including Interlor Improvements - exceed 50% of the more to the exlsting requirements, assessed value (or replacement value) of the; hard surfaces within
lhe Sile? • exlsting Project Sle Improvements (for
commerclal or Industrdal projects) OR
• exlsting Slte Improvements (for all other projects)
Yes All Minimum Requirements apply to the new and replaced )
hard surfaces and converted vegetation areas. Ves
Flow Chart for Determining Requirements for
Redevelopment
Revised March 2019 DEPARTMENT OF
ECOLOGY Please see http.//www.ecy.wa.gov/copyright.html for copyright notice Including permisslons,
State of Washington [lmltatlon of Ilablllty, and disclaimer,
THIS IS A PRE-DESIGNED DEVELOPMENT
THIS IS A PRE-DESIGNED DEVELOPMENT
THIS IS A PRE-DESIGNED DEVELOPMENT
THIS IS A PRE-DESIGNED DEVELOPMENT
THIS SITE IS BASICALLY ALL HARD SURFACE RIGHT NOW BECAUSE IT IS ALL ROCK
ADD A CONSTRUCTION ENTRANCE, SILT FENCE BEFORE EXCAVATION OR CONSTRUCTION BEGINS
MAKE SURE TO FOLLOW THE DOE MANUAL FOR SOIL BMP T5.13 POST CONSTRUCTION SOILS
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
Construction Stormwater Pollution Prevention Plan Checklist
Project Name:=------------------------- City Reference No.
Construction Permit No.
Rf-ell(
On-site Inspection Review Date:
Construction SWPPP Reviewer.
Section I - Construction SPPP Narrative
Construction Storm»water Pollution Prevention Elements
I. Descnbe how each of the Construction Stormwater Pollution Prevention Elements
has been addressed though the Construction SWPPP
2. _Identify the type and location of BMPs used to satisfy the required element.
3. _Provide wnitten justification identifying the reason an element is not applicable to the
proposal
Thirteen Required Elements - Construction Stormwater Pollution Prevention Plan
I _Mark Clearing Limits
2. Establish Construction Access
3. Control Flow Rates
4. Install Sediment Controls
S. Stabilize Soils
6. _Protect Slopes
7. Protect Drain Inlets
8. Stabilize Channels and Outlets
9. Control Pollutants
10._Control De-Watering
11. Maintain BMPs
12. _Manage the Project
13._ Protect Low Impact Development BMPs
Project Description
I. _ Total project area
2. _Total proposed impervious area
3 _Total proposed area to be disturbed. including off-site borrow and fill areas
4 _Total volumes of proposed cut and fill
Revised February 2016
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Existing Site Conditions
l _Description of the existing topography
2_Description of the existing vegetation
3. _Description of the existing drainage
Adjacent Areas
I Description of adjacent areas which may be affected by site disturbance or drain to
project site.
a Streams
b. Lakes
c. Wetlands
d Residential Areas
e Roads
f Other
2._Description of the downstream drainage path leading from the site to the receiving
body of water. (Minimum distance of 400 yards.)
Critical Areas
l _Description of cnitical areas that are on or adjacent to the site
2._Description of special requirements for working in or near cnitical areas
Soils
I. Description of on-site soils.
-a Soil name(s) _ b. Soil mapping unit
_ c. Erodibility
_ d Settleability e Permeability
-f Depth g Texture
h. Soil Structure
Revised February 2016
X
X NONE
X
X
N/A
N/A
N/A
ROCKX
Erosion Problem Areas
l _Description of potential erosion problems on site.
Construction Phasing
l _ Construction sequence
2_Construction phasing (if proposed)
Construction Schedule
I. _ Provide a proposed construction schedule.
2. Wet Season Construction Activities
a Proposed wet season construction activities
_b Proposed wet season construction restraints for environmentally sensitive/cnitical
areas.
Financial Owership Responsibilities
l _Identify the property owner responsible for the initiation of bonds and/or other
financial secunities.
2._Descnibe bonds and/or other evidence of financial responsibility for liability
associated with erosion and sedimentation impacts.
Engineering Calculations
I. _Provide Design Calculations.
a Sediment Ponds Traps
b. Diversions c. Waterways
d Runoff Stormwater Detention Calculations
Revised February 2016
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
Section II - Erosion and Sediment Control Plans
General
1 _Vicinity Map
2 _CityCounty of_, Clearing and Grading Approval Block
3. Erosion and Sediment Control Notes
Site Plan
I. _ Note legal description of subject property.
2. Show North Anow.
3. _Indicate boundaries of existing vegetation e.g tree lines, pasture areas. etc.
4. _Identify and label areas of potential erosion problems.
• _Identify on-site or adjacent surface waters, critical areas and associated buffers.
6. _Identify FEMA base flood boundaries and Shoreline Management boundaries
(if applicable)
7. _ Show existing and proposed contours.
8. _Indicate drainage basins and direction of flow for individual drainage areas.
9._Label final grade contours and identify developed condition drainage basins.
10._ Delineate areas that are to be cleared and graded.
11_ Show all cut and fill slopes indicating top and bottom of slope catch lines.
Conveyance Systems
l _Designate locations for swales, interceptor trenches, or ditches.
2._Show all temporary and permanent drainage pipes, ditches, or cut-off trenches
required for erosion and sediment control
3 _ Provide minimum slope and cover for all temporary pipes or call out pipe inverts.
4. _Show grades, dimensions, and direction of flow in all ditches, swales, culverts and
pipes.
5. _ Provide details for bypassing off-site runoff around disturbed areas
6. _Indicate locations and outlets of any dewatering systems
Location of Detention BMPs
1 _Identify location of detention BMPs.
Revised February 2016
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
LOT 8, ROCK RIDGE, PHASE 5
Erosion and Sediment Control Facilities
I _Show the locations of sediment trap(s), pond(s), pipes and structures.
2_Dimension pond berm widths and inside and outside pond slopes.
3. _Indicate the trap pond storage required and the depth, length, and width dimensions.
4. _Provide typical section views through pond and outlet structure
5. _Provide typical details of gravel cone and standpipe, and/or other filtering devices.
6. _Detail stabilization techniques for outlet inlet
7. Detail control restnictor device location and details.
8. _Specify mulch and/or recommended cover of berms and slopes.
9._Provide rock specifications and detail for rock check dam(s), if applicable
IO._ Specify spacing for rock check dams as required.
1_Provide front and side sections of typical rock check dams
12 _Indicate the locations and provide details and specifications for silt fabric.
13._Locate the construction entrance and provide a detail.
Detailed Drawings
l _Any structural practices used that are not referenced in the Ecology Manual should
be explained and illustrated with detailed drawings.
Other Pollutant BMPs
I. _ Indicate on the site plan the location ofBMPs to be used for the control of pollutants
other than sediment, e.g, concrete wash water
Monitoring Locations
l _Indicate on the site plan the water quality sampling locations to be used for
monitoring water quality on the construction site. if applicable.
Revised February 2016
PRE DEVELOPED PLAT WITH APPROVED STORM SYSTEM
SILT FENCE
MT BAKER VIEW BUILDERS
3951 ROCK RIDGE PKWY
X
BDC
STABILIZED CONSTRUCTION ENTRANCE
FILTER SOCKS AROUND STORM DRAINS
SILT FENCE
PLASTIC COVERING OVER EXPOSED EXCAVATION PILES & MULCHING
MULCHING, GRADIENT TERRACES
FILTER SOCKS
N/A
CONCRETE HANDLING, CONCRETE WASHOUT AREA
DIRECT TO STORM DRAINS WITH FILTER SOCKS TO ELIMINATE SILT, ETC
MATERIALS ON HAND
MATERIALS ON HAND
PRE DESIGNED STORM SYSTEM STUB-OUT
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
INFEASIBLE, SITE IS ALL ROCK, LESS THAN 2" OF SOIL ON TOP.
THIS SITE WILL REQUIRE 4" PERIMITER DRAINS TIGHTLINED TO STUB-OUT STORM SYSTEM (PROVIDED).
DRIVEWAY WILL USE STRIP DRAIN THAT IS CONNECTED TO PERIMETER DRAINS.
THIS SITE WILL REQUIRE 4" PERIMITER DRAINS TIGHTLINED TO STUB-OUT STORM SYSTEM (PROVIDED).
DRIVEWAY WILL USE STRIP DRAIN THAT IS CONNECTED TO PERIMETER DRAINS.
N/A - NO WETLANDS
CONSTRUCTION ENTRANCE & SILT FENCE
DONE BY PLAT DEVELOPER
VISUAL - ALL ROCK