The URL can be used to link to this page

Home My WebLink AboutBLD-2025-0322 - DECK OR PORCHFor inspections, please call (360) 293-1901 PARCEL: P59887 LEGAL DESCRIPTION: APPLICANT: Squire, Todd 1811 Fife Place Anacortes, WA 98221 5712717713 OWNER: SQUIRE ANNE MARIE SQUIRE TODD JAY ANACORTES, WA 98221 VALUATIONS: Estimated construction cost 10000.00 $10,000.00 $10,000.00Total: FEES:Paid Due State Building Code Council fee $6.50 $0.00 Building Permit Fee $181.25 $0.00 Plan Review Fee $117.81 $0.00 $0.00Totals : REQUIRED INSPECTIONS Footings Framing Building Final $305.56 BLD-2025-0322 DECK OR PORCH ISSUED: EXPIRES: 05/29/2025 11/29/2026 PROJECT NAME: DECK INSTALLATION SITE ADDRESS: 1811 FIFE PL ANACORTES Page 1 of 1Printed by : Cheri Gleichmann on: 07/29/2025 05:45 PM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ DRAWN BY: BRUCE RUSTAD ADDRESS: 1811 FIFE PLACE EXISTING & NEW SITE PLANS PARCEL: P59887 DATE: 05/11/25 TODD SQUIRE DECK ADDITION 11 of 2 Xrefld: 3825-000-040-0009 SCALE: 1" =20'-0" ON 11" x 17" PAPER SCALE: 1" =10'-0" ON 22" x 34" PAPER IRC 2021 BUILDING CODESBUILDING TO COMPLY WITH THE CONSTRUCTION NEEDS TO COMPLY WITHBUILDER TO VERIFY ALL DIMENSIONS ZONED R2 124.87' 8 5.00' 74.26'4 3.6 4 ' 58.91' 10' SETBACK 10' SETBACK 20' SETBACK 20' SETBACK PIPER CIRCLE FIFE PLACE DRIVEWAY RESIDENCE DECK PORCHREMOVE EXISTING SITE PLAN 124.87' 8 5.00' 74.26'4 3.6 4 ' 58.91' 10' SETBACK 10' SETBACK 20' SETBACK 20' SETBACK PIPER CIRCLE FIFE PLACE DRIVEWAY RESIDENCE DECK NEW SITE PLAN DN NEW DECK HOTTUB 10'-6" REPLACE WINDOWw/ 3' DOOR w/ 1/2 LITE 10' x 10' PERGOLA 6x6(PT) POST COMPOSITE DECKING 36" HIGHWOOD RAILING HOUSE, GARAGE & FRONT PORCH FOOTPRINT AREA =2260 SF LOT EXISTING IMPERVIOUS AREA TOTAL AREA =4044.6 SF LOT AREA = 9147.6 SF LOT COVERAGE = 24.7% NOTES: 1. CONCRETE TO BE MIXED ON SITE 2. DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH ADJACENT PROPERTY.SILT FENCES AND SHALLOW SWALES TO PROTECT THE PROTECTOR INSTALLED PER WSDOT DETAIL 1-40.20-003. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET 4. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. 5. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB & GUTTER.ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVALPRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. DECK = 452 SFDRIVEWAY & PARKING AREA = 1132 SF IMPERVIOUS PERCENT = 42% EXISTING LOT COVERAGE LOT NEW IMPERVIOUS AREA IMPERVIOUS PERCENT = 44.2% SAME LOT COVERAGE (TYP) (TYP) HOUSE, GARAGE & FRONT PORCH FOOTPRINT AREA =2260 SFLOT AREA = 9147.6 SF LOT AREA = 9147.6 SF HOUSE, GARAGE & FRONT PORCH FOOTPRINT AREA =2260 SF LOT COVERAGE = 24.7% HOUSE, GARAGE & FRONT PORCH FOOTPRINT AREA =2260 SFLOT AREA = 9147.6 SF EXISTING & NEW DECK = 652.6 SFDRIVEWAY & PARKING AREA = 1132 SFTOTAL AREA =3844 SF REMOVECLOSET Interior side setback for the R2 zone is 5' Interior side setback for the R2 zone is 5' New 33.5% (with new & existing decks) 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-2025-0322 1811 Fife Place 05/21/2025 n/a Decks,2712 29.6% 05/21/2025 22" x 34" PAPER SIZE --- SCALE IS 1/4" = 1' 11" x 17" PAPER SIZE --- SCALE IS 1/8" = 1' 2 2 of 2 NEW DECK & PERTGOLA PLAN IRC 2021 BUILDING CODESBUILDING TO COMPLY WITH THE CONSTRUCTION NEEDS TO COMPLY WITHBUILDER TO VERIFY ALL DIMENSIONS PARCEL #: P59887 TODD SQUIRE DECK ADDITION 05/11/25DRAWN BY: BRUCE RUSTAD DATE: XrefiD: 3825-000-040-0009 ZONED R2 ADDRESS: 1811 FIFE PLACE RESIDENCE DN DECK HOT TUB REPLACE EXISTING WINDOWw/ 3' DOOR w/ 1/2 LITE 4x8 (PT) BEAM 10'-3" 3" (TYP) SIMP. PCZ4 2x8 (PT) JOISTS@ 16" CTRS.w/ JOIST SHIELD TAPE COMPOSITE DECKING 6x6(PT) POSTSFOR PERGOLA SIMP. PCZ4 SIMP. CBS44 4x4(PT) POST(TYP) 20" dia. x 12"FOOTING SIMP. PB44 4x8 (PT) BEAM 2x8 (PT) JOISTS@ 16" CTRS.w/ JOIST SHIELD TAPE DECKING (TYP) 6x6(PT) POSTS 2x2 CEDAR PICKETS4" dia. SPHERE CANNOT (2)1x4 2x4 CEDAR TOP RAILPOST CAP GRADE A A SECTION A-A REMOVE EXISTING SMALL DECK& BUILD LARGER DECK REPLACE EXISTING WINDOWw/ 3' DOOR w/ HALF LITE MASTER BEDROOM 1'-9" CANNOT PASS THRU SECTION B-B GRADE 2x2 CEDAR PICKETS4" dia. SPHERE CANNOT (2)1x4 2x4 CEDAR TOP RAIL POST CAP CANNOT PASS THRU 6x6(PT) POSTS 2x8 #2 DF@ 12" CTRS.(TYP) (2)2x8 #2 DF(TYP) 4x4(PT) POSTS 16" dia. x 12"FOOTING 4x8(PT)BEAM(TYP)1" 30" dia. x 12"FOOTING 30" dia. x 12"FOOTING SIMP. CBS66 (2)2x8 #2 DF 2x8 #2 DF@ 12" CTRS. SIMP. PCZ4 SIMP. CBS44SIMP. CBS66 B B 2x8 (PT) RIM JST. SIMP. PB44(TYP) EXISTING RESIDENCE EXISTING RESIDENCE LUC26Z(2) SIMP. LUC26Z(2) SIMP. 2x2 CEDAR PICKETS4" dia. SPHERE CANNOT 6x6(PT) POSTS 1x4 2x4 CEDAR TOP RAIL PASS THRU ONE EACH SIDE w/ (2) 1/2" GALV. w/ WASHER 6x6(PT) POSTSw/ (2) 1/2" GALV. LAG SCREWSw/ WASHER 4x4(PT) POSTSw/ (2) 1/2" GALV. LAG SCREWSw/ WASHER PERGOLA TOP VIEW EXISTING RESIDENCE NEW DECK BELOW6x6(PT) POST 2x8 #2 DF@ 12" CTRS.(TYP) (2)2x8 #2 DFw/ JOIST SHIELD TAPE(TYP)9'-6" 36" HIGH WOODEN RAILING SIMP. CBS444x4(PT) POST 16" dia. x 12"FOOTING SIMP. CBS444x4(PT) POST 16" dia. x 12"FOOTING 16" dia. x 12"FOOTING SIMP. PB4416" dia. x 12"FOOTING 4x4(PT) POSTSIMP. CBS444x4(PT) POST 24" dia. x 12"FOOTING SIMP. CBS666x6(PT) POST 30" dia. x 12"FOOTING 6'-1"6'-1"6'-1"6'-1" 3'-612" 3'-612" 1'-8" FOUNDATION EDGE FOUNDATION EDGE FO U N DA T I O N E D G E 1'-2" FOUNDATION PLAN 912" 12" 512" 4" SCREWS SIMP. LUC26Z 2x8 #2 DF CONCEALED FLG, HGR. 2x10 #2DF C C SECTION C-C C C 7'-912"8'-6" SEE SECTION C-C 9'-012" REMOVE CLOSET COMPOSITE SIMP. PCZ4 30" dia. x 12"FOOTING SIMP. CBS66 SIMP. CBS66 SIMP. PB44 16" dia. x 12"FOOTING SIMP. CBS44 (2)2x8 #2 DF 9'-612" 8'-5" BACKING DETAILSECTION C-C 9'-6" REMOVE STORAGE 1'-6" 3'-612" 3'-612" 1'-6" 20' 10'-4" 6x6 #2DF POST 2" 10'-1" LAG SCREWS 4x4(PT) POSTS SIMP. PCZ4 SIMP. PCZ4 1'-7"6'-1"6'-1"6'-1"6'-1" 2" 1'-2" SIMP. PCZ4 9'-6"6"SIMP. CBS666x6(PT) POST 30" dia. x 12"FOOTING 1'-7" 10'-4" 6x6(PT) POSTSw/ (2) 1/2" GALV. w/ WASHERLAG SCREWS 1'-1" 1'-612" 26'-7" 26'-7" See beam and footing revision Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 1 of 6 Permit #: Received by: Small Site Construction SWPPP City of Anacortes Stormwater · 904 6th Street · Anacortes, WA 98221 Stormwater Inspector: 360-630-1037 General Information Project Name Parcel Size acres Project Address Property Owner Phone Site Contact Phone Project Description Describe the nature and purpose of the construction project. Include the total size of the area, any increase in existing impervious area; the total area expected to be disturbed by clearing, grading, excavation or other construction activities, including off-site borrow and fill areas; and the volumes of grading cut and fill that are proposed. Erosion control lead or responsible party Phone Engineer/Firm Phone Site Conditions Adjacent Areas: See the site plan, drainage plan, and construction drawings approved for the associated permit. Critical areas: See the critical areas site plan approved for the associated permit. Attach a copy of your stormwater site plan submitted with your building/grading permit application and attach pictures of construction site. *Stormwater site plan shall list all BMPs for inspectors *Add a map of where your stormwater goes from your project to the discharge site .26 BLD-2025-0322 Aaron Esterholt Stormwater Review PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 Weekly Erosion Control Self-Inspection Reports All sites that have a Stormwater Pollution Prevention Plan #2, 1-5 or 1-9 are required to submit a weekly erosion control/BMP monitoring inspection report through the citizen portal. These reports can be found on the city website and through the link on the submittals tab in the permitting customer portal. Turning in the weekly report consistently will help keep your project on schedule and avoid unnecessary delays due to cancelled inspections. Erosion-Control-Inspection-Form--Sites-Less-Than-One-Acre-fillable-PDF (anacorteswa.gov) Stormwater Site Inspection Form (anacorteswa.gov) (For larger sites) We appreciate your assistance in keeping our documentation up to date. Just complete the fillable PDF, save it, and then upload it with the blue upload tab. Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 2 of 6 Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 3 of 6 Best Management Practices Illustration Turn the page to see information corresponding to each numbered circle below. About this Pollution Prevention Plan This is Anacortes’s Small Site Construction Stormwater Pollution Prevention Plan (“Construction SWPPP”) intended to ensure your construction project minimizes erosion and does not contribute pollution, including sediment, to stormwater. This SWPPP is primarily intended for projects under 2,000 sq ft. This plan uses certain Best Management Practices (“BMPs”) from the Stormwater Management Manual. Some detailed descriptions are included; the remainder and additional information are available at https://fortress.wa.gov/ecy/publications/parts/1410055pa rt4.pdf#page=27 The listed BMPs are the minimum necessary; if erosion occurs, you must add additional BMPs as necessary to control it. You should include your Construction SWPPP in your contract with your builder. You must keep a copy of this SWPPP on the construction site or within reasonable access to the site for construction and inspection personnel at all times. Property owners and contractors are responsible for ensuring all aspects of BMPs are followed, including those not shown on the detail sheets. This Construction SWPPP should be considered a living document and must be updated as needed to reflect site conditions. Preserve Vegetation/Mark Clearing Limits Before any land disturbance, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. Retain natural vegetation in an undisturbed state to the maximum extent practical. Use these BMPs: •C101 to preserve natural vegetation •C102 to establish buffer zones around important vegetation you want to save •C103 High Visibility Fencing to mark the boundaries of your buffers •C233 Silt Fence to ensure sediment doesn’t leavethe site Establish Construction Access Construction vehicles can damage or compact soils, create sediment pollution, or track sediment onto public roads. All equipment and vehicles that access the construction area must use an existing driveway or a stabilized construction entrance. •Use BMP C105 Stabilized Construction Entrance wherever traffic will be entering or leaving a construction site if paved roads are within 1,000 ft of the site. Construct a 12-inch thick pad of 4-inch to 8- inch quarry spalls, a 4-inch course of asphalt treated base, or use existing pavement. Place a separation geotextile under the spalls to prevent fine sediment from pumping up into the rock pad. Install the construction entrance prior to any vehicles entering the site, at the location shown on the site plan. Create only one construction entrance per site. 1 2 1b 1b 1b 2 1a 4 7 9a 9b 5 9b Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 4 of 6 •Use BMP C103 High Visibility Fencing to restrict traffic to the construction entrance. •Remove any sediment that is tracked onto pavementby shoveling or street sweeping and remove the collected sediment or stabilize it on site. Control Flow Rates (not shown) Stormwater on a cleared site can create significant flows that can damage downstream properties. Protect properties and waterways downstream of the project site from erosion and the associated discharge of turbid waters. If your project is required to control flow rates, you must use the following BMPs as shown on the approved site plan: •C203 Water Bars •C209 Outlet Protection •C235 Straw Wattles Install Sediment Controls When land is cleared of vegetation, stormwater can pick up sediment, a pollutant. BMPs can prevent sediment from leaving the site. You must install sediment controls before land disturbance to effectively minimize and control the discharge of pollutants and sediments. Use and properly install BMP C233 Silt Fence. You must bury the filter fabric as shown in the diagram in order for the BMP to be effective. You must repair the silt fence if it is damaged. Consider the following additional BMPs: •C231 Brush Barrier •C232 Gravel Filter Berm •C234 Vegetated Strip •C235 Straw Wattles Note that C230 Straw Bale Barrier is no longer an approved BMP. Stabilize Soils Leaving soils devegetated or exposed needlessly creates erosion and sediment problems. •Stabilize all exposed soils whenever constructionwork will stop for more than two days at a time during the wet season (October 1 to April 30) or 7 days the rest of the year (the dry season). •Stabilize all exposed soils at the end of the shift before a holiday or weekend. •Stabilize all exposed soils with either vegetation, matcoverings, mulching, or in those areas to be paved, a compacted base material. •Use BMP C123 Plastic Covering over all stockpiles with plastic or burlap if left unworked. Place sand- filled burlap or geotextile bags every 3 to 6 ft along seams and tie them together with twine to hold them in place. •If you excavate soil for the foundation, backfill that soil against the foundation and grade it to drain away from the building. Once the disturbed landscape areas are graded, you must seed or sod the grass areas. Consider the following additional BMPs: •C120 Temporary and Permanent Seeding •C121 Mulching •C122 Nets and Blankets •C124 Sodding •C125 Topsoiling/Composting •C131 Gradient Terraces •C140 Dust Control Protect Slopes (not shown) Slopes can be especially vulnerable to erosion, but BMPs can mitigate sediment problems. Design and construct cut-and-fill slopes to minimize erosion. Use the following practices: •Reduce continuous length of slope with terracing and diversions •Reduce slope steepness •Roughen slope surfaces •Use BMP C123 Plastic Covering over all exposed slopes •Use BMP C120 Temporary and Permanent Seeding as soon as possible on exposed slopes Manage off-site stormwater (run-on) separately from stormwater generated onsite. Divert off-site stormwater or groundwater away from slopes and disturbed areas with interceptor dikes, pipes, or swales. You may not create cut slopes over 4 feet high or slopes steeper than 2 feet horizontal to 1 foot vertical. Fill slopes may not exceed 4 feet high or 3 feet horizontal to 1 foot vertical. Slopes that exceed these criteria require engineering. Consider the following additional BMPs: •C121 Mulching •C122 Nets and Blankets •C124 Sodding •C203 Water Bars •C208 Triangular Silt Dike (Geotextile‐Encased Check Dam Protect Drain Inlets Storm drains are designed to collect and transport clean stormwater, not water contaminated with sediment or other pollutants. Storm drain inlets must be protected so that runoff does not enter the 3 4 5 6 7 Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 5 of 6 stormwater system without first being filtered or treated or both. •Use BMP C220 Storm Drain Inlet Protection to protect all proposed and existing storm drain inletsduring construction so that stormwater runoff does not enter the stormwater conveyance system without first being filtered or treated (or both) to remove sediment or other pollutants. •Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage (unless a different standard is specified by the product manufacturer). •Keep all approach roads clean. •Do not allow sediment and street wash water to enter storm drains without treatment. Stabilize Channels and Outlets Stormwater channels and outlets can themselves erode unless stabilized with rock or other armoring. Design, construct, and stabilize all on-site conveyance channels to prevent erosion as needed. Use BMP C209 Outlet Protection to provide stabilization, including armoring material adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. Consider the following additional BMPs: •C122 Nets and Blankets •C202 Channel Lining Control Pollutants Waste materials, demolition debris, and other pollutants that occur onsite during construction can contaminate the stormwater system unless managed. Cement and related products can modify the pH of stormwater. Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products, and other materials that have the potential to pose a threat to human health or the environment. Anytime you pour concrete, perform washout of the concrete trucks following BMP C154 Concrete Washout Area at designated washout areas only. Locate washout areas at least 50 ft from sensitive areas such as storm drains, open ditches, or water bodies, including wetlands. Clean contaminated surfaces immediately following any spill incident. Apply fertilizers and pesticides in a manner and at rates that will not result in loss of chemical via stormwater runoff. Use the following additional BMPs: •C151 Concrete Handling •C152 Sawcutting and Surfacing Pollution Prevention •C153 Material Storage, Delivery, and Containment Control De-Watering (not shown) De-watering water extracted from foundations, vaults, or trenches, has similar characteristics to stormwater runoff at the site and can cause the same impacts unless properly managed. You may discharge clean, non-turbid de-watering, such as well-point ground water, to systems that are tributaries to, or directly into, surface waters if the de- watering flow does not cause erosion or flooding or interfere with the operation of the stormwater system. Use the following BMPs: •C220 Storm Drain Inlet Protection •C236 Vegetative Filtration Maintain BMPs (not shown) All temporary and permanent erosion and sediment control BMPs must be maintained and repaired as needed to assure continued performance of their intended function. During the dry season, inspect sediment control BMPs weekly or after a runoff-producing storm event. During the wet season, inspect BMPs daily. Use BMP C150 Materials on Hand to ensure you are ready for a heavy rain. All temporary erosion and sediment control BMPs must be removed within 30 days after the City determines that the site is stabilized or after the temporary BMPs are no longer needed. Trapped sediment must be removed or stabilized on site. Disturbed soil areas resulting from removal of BMPs or vegetation must be permanently stabilized. Manage the Project (not shown) Phasing a project, especially when revegetation occurs as part of each phase, can help prevent the transport of sediment from the site. •Fully implement this Construction SWPPP at all times. •Modify this Construction SWPPP whenever there is a change in design, construction, operation, or maintenance at the construction site that has or could have a significant effect on the discharge of pollutants to waters of the state. •Inspect, maintain, and repair all BMPs as needed to ensure continued performance of their intended function. 8 9 10 11 12 Small Site Construc�on SWPPP (002) Updated 4/23/2024 page 6 of 6 Protect Low-Impact Development BMPs Low-Impact Development techniques can be damaged if they are compacted or accumulate sediment during construction. If there are any Low-Impact Development BMPs planned for the site: •Use BMP C103 High Visibility Fence to exclude all construction and foot traffic from the infiltration, bio- retention, or rain garden areas. •Protect all infiltration areas or bio-retention and rain garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into those areas. •Use BMP C233 Silt Fence or C234 Vegetated Strip to control and avoid introducing sediment onto permeable pavements. Bury the bottom of the filter fabric at least 4 inches below the ground surface. Backfill and tamp soil in place over the buried portion of the filter fabric, so that no flow can pass beneath the fence and scouring cannot occur. Drive or place the fence posts into the ground at least 18 inches. A 12-inch minimum depth is allowed if topsoil or other soft subgrade soil is not present and 18 inches cannot be reached. •If pavements are fouled with sediments or no longer pass an initial infiltration test, clean them using procedures from the Stormwater Manual or the manufacturer’s procedures. Consider the following additional BMPs: •C102 Buffer Zones •C208 Triangular Silt Dike •C231 Brush Barries **************************************************************** I acknowledge that I have read the information presented to me and agree to abide by the BMP rules. ______________________ _____________________ Printed name Signature ______________________ Date **************************************************************** 13 Stormwater flow direction