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Home My WebLink AboutBLD08-1229OT WA Project Information BUILDING PERMI City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Permit Type Commercial Miscellaneous Site Address 2215 WAS14INGTON ST Project Description REPLACE BULKHEAD Names Associated with this Project Type Name Contact Applicant Washington Wharf Trust Owner Washington Wharf Trust Contractor Sealevel Bulkhead Builders Inc. Contractor Sealevel Bulkhead Builders Inc. Fee Information Project Valuation $K729.00 Building Permit Fee 251.25 Plan Review Fee 163.31 State Building Code Council Fee 4.50 Technology Fee for Building Permit 5.03 Record Retention Fee for Building 10.00 Permit Total Fees $434.09 Permit # BLD08-122 Project Name REPLACE BULKHEAD Parcel # 957602701 License Phone # Type License # (360) 297-2401 CITY 007584 Exp Date 12/31 /2008 (360) 297-2401 STATE SEALEBB993L 08/21/2009 Project Details Retaining Wall — Type III 143 SQFT Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. 1 further certify that I am the owner of the property or authorized agent of thep ee Print Name <11J� 4 % , Date Issued: 07/17/2008 Issued By: FRONTDESK CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT DATE RECEIVED SCOPE OF WORK: A d J � � ?105 Development Services oc�wr ro 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Commercial Building Permit Application Project Address & Zoning District: Parcel # gS�GaO L Project Description: Legal Description (or Tax #): Additiomk&g; ), Block: �- Lot(s):� �. ➢ Applications accepted by mail must include a check for initial plan review fee of $150 ➢ See the "Commercial Building Permit Application Checklist' for details on plan submittal requirements. Property Owner: ealw • - 0a0 M ••-+.c� ,.• a " S4 Contractor: Name: Address:_<,a 1N&.g 9--, City/St/,ip Phone: Email: State License #:5%+°tCEBt44r-i 3L'} Exp: 4g Ioq City Business License #: (o +Off Ice Use Onlyl r it L Associated Permits: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Project Valuation: $ 2)4Z', 0OO Construction Type: Occupancy Rating: 4�(li- Building Information (square feet): t3(& Vt floor Restrooms: 2"d floor Deck(s): 3ro floor Storage: Basement: Is it finished? Yes No Other: 04.2, 1, ✓Ldcu►r Fce t New ❑ Addition ❑ Remodel/Repair Change of Use ❑ Total Lot Coverage (Building Footprint): Square feet: Mik ... Impervious Surface: i I .. . Square feet: F � I hereby certify that the information provided is correct, that I am either the owner or authorized to nt on and that all activities associated with this permit will be in accordance with State Laws and the l ort'Towi Print Name: aM►N,. id Municipal Code. 11E f l i'r f iVIN E ,0, BUSINESS LICENSE The person, firm or corporation named below, whose residence or place of business is located as shown, having this day paid all required fees, Is hereby granted license to engage in the business, profession, occupation, trade, or exhibition named, in the City of Port Townsend, for the period Townsend, for the period indicated. BUSINESS NAME: Sealevel Bulkhead Builders, L L C BUSINESS LOCATION: 5819 NE Minder Rd Poulsbo, WA 98370 SEALEVEL BULKHEAD BUILDER; PO BOX 375 KINGSTON, WA 98346 POST IN A CONSPICUOUS PLACE AT BUSINESS LOCATION CITY OF PORT TO NSE ID 250 Madison Street, Suite 1 Port Townsend, Washington 98368 Business License Number: 007584 Date Issued: April 17, 2008 Expiration Date: December 31, 2008 NOT TRANSFERABLE COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels. The purpose is to show what you intend to build, where it will be located on the lot, and how it will be constructed. I Commercial building permit application. I Non -Residential Energy Code forms: * Lighting * Mechanical 0 Envelope I Three (3) sets of plans with North arrow and scaled, no smaller than '/4" = 1 foot: Title Page/Cover Sheet: 1. Project identification 2. Project address, legal description, location map, tax parcel number(s) 3. All design professionals identified including addresses and phone numbers 4. Name, address, and phone number of person responsible for project coordination 5. Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. 6. Designate compliance with all applicable codes I A site plan showing: 1. Legal description and parcel number (or tax number), 2. Property lines and dimensions 3. Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey 4. On -site parking and driveway with dimensions 5. Street names and any easements or vacations 6. Location and diameter of existing trees 7. Utility lines 8. If applicable, existing or proposed septic system location 9. Delineated critical areas boundaries and buffers Foundation plan: 1. Footings and foundation walls 2. Post and beam sizes and spans 3. Floor joist size and layout 4. Holdowns 5. Foundation venting Floor plan: 1. Room use and dimensions 2. Braced wall panel locations 3. Smoke detector locations 4. Attic access 5. Plumbing and mechanical fixtures 6. Occupancy separation between dwelling and garage (if applicable) 7. Window, skylight, and door locations, including escape windows and safety glazing I Wall section: 1. Footing size, reinforcement, depth below grade 2. Foundation wall, height, width, reinforcement, anchor bolts, and washers 3. Floor joist size and spacing 4. Wall stud size and spacing 5. Header size and spans 6. Wall sheathing, weather resistant barrier, and siding material 7. Sheet rock and insulation 8. Rafters, ceiling joists, trusses, with blocking and positive connections 9. Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation Exterior elevations (all four) with existing slope of the land in relation to all proposed structures I If architecturally designed, one set of plans must have an original signature I If engineered, one set of plans must have one original signature I For new dwelling construction, Street & Utility or Minor Improvement application Nesset Bulkhead Replacement Project Site Address: 2215 Washington Street Legal Description: Parcel # 957602701: Hastings 2nd Addition; Blk 27 Lots 1, 3 & 4; T L 110 Map Attached Contractor & Agent: Sealevel Bulkhead Builders, Inc PO Box 375 Kingston, WA 98346 (360) 297-2401 scale%�elb ( ilverlink.net Engineer: Herb Armstrong ADA Engineering PO Box 847 Poulsbo, WA 98370 (360) 779-6633 Proposal: The subject proposal is for a Shoreline Substantial Development Permit Exemption under the allowed repair and maintenance to an existing shoreline protection structure. The existing concrete bulkhead will be fully replaced with a new rock bulkhead in accordance with the details below. Total footage of replacement bulkhead proposed is 143 linear feet. The beach waterward of the existing bulkhead will also be cleaned up to remove the concrete debris from the beach. This will only extend as far waterward as allowed by the authorizing agencies. The replacement bulkhead will be constructed with large A & B size basalt rock, "A" rock weighing 3-7 tons and "B",.rock weighing 1-3 tons. The base rocks will be keyed into the beach appro imatel y,3,ee� clow beach grade and the remaining rocks stacked on top of them, height to total approximately 6-8' above beach grade. Quarry spalls will be placed behind the armor rock and filter fabric placed between the spalls and the bank. Delivery of all equipment and materials will be by land via Kearney St. CONSTRUCTION DETAILS FOR, REPLACE CONCRETE RIP RAP WITH A ROCK BULKHEAD 1-1 2205 Washington Street Port Townsend WA Owner: John Nesset PO Box 214 Port Townsend. WA 98368 TABLE OF CONTENTS: Heavy Rock Wall Cross Sections 1-2 Site Plan 2-2 Cr o�ss cto ,d , H, cinity Map I xOh 9 � r uu�l iWi wure uouuumuumu noo 0 oimommmomvrvmu�wq �i� tl� � i rc Vm r�ts�rrr��mmoimwimu�m try i I N"nix vI IImi CITY I Y ADA Sealevel Bulkhead Blders Sealevel Bulkhead Blders �.° e.. �� .w...;� ._. Ij .. .... . Y 2r Cpp i (11 I'll V kIS E ND GENERAL NOTES 1. MAXIMUM H=16 FT. 2. ROCKERY TO BE ERECTED UNDER DIRECTION & SUPERVISION OF THE ENGINEER. 3. THE FACE OF THE ROCKERY WALL SHALL BE INSTALLED WITH A SMOOTH FACE. MAX. SLOPE 1 to 4. 4. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY, 5. THE ROCKS SHALL BE PLACED TO LOCK INTO THE ROCKS IN THE LOWER TIER. 6. MIN. 2 FT. KEY INTO ORIGINAL UNDISTURBED EARTH. 7. APPROXIMATE ROCK SIZES BASED ON 163 LBS./CU. Ff. REFER TO SEC. 9-13.7(1) OF THE 2000 STANDARD SPECIFICATIONS Approximate Weight — LBS. i Approximate I Volume — Cu.Ft. 1 Man 50 — 200 0.3 — 1.2 2Man 200-700 1.2-4.3 3 Man 700 — 2000 4.3 — 12.3 4 Man 2000 — 4000 12.3 — 24.5 5 Man 4000 — 6000 ; 24.5 — 36.8 6 Man 5000 — 8000 E 36.8 — 49.0 i HEAVY ROCK WALL CROSS SECTION NO SCALE IMPERVIOUS SURFACE LAYER FOR SURFACE DRAINAGE DEPTH VARIES (6-12") UNDISTURBED EARTH FILTER FABRIC OPENINGS CHINKED with quarry spoils BACKFILL Clean, sell —graded, sand gravel or cashed rock, 2" maximum size, 407. to 607. grovel,. less than S fines (passing No. 200 sieve). Fines shall be non —plastic. Cornpad in 4" lifts with minimum of 4 coverages by hand —operated tamper. Compact to at least 92% of Modified Proctor maximum dry density (ASTM D-1557). Bockfill and rock placement should be built up together. 4" Diameter PERFORATED DRAIN PIPE bedded in washed 3/4" pea gravel, sloped to drain and connected by tiahtl'J,n_e to starm droin oatfoll. No fabric arouaa pipe, lb _ Jr am` - � t t - i A.D.A. ENGINEERING P.O. BOX 847 POULSBO, WA 98370 PHONE: (360) 779-6633 B.I. PHONE. (206) 842-6123 FAX: (.360) 779-7031 LAN m d g f r A ® ffi CL RoRb W ® ��s = -lice �53 F t 3 A <` ON Q' E m Cn uu 14 <w p f I m 0) For.LIN N `• a El e%vi EMkttwW BLOldem e: I ST DMiftNuMbw Q Revls�ed P.O. Box 375 , WA - €�: � It m d k co M r — SoA �. .. 2 F- O E F 0+ m 4L, To WN - r Drawing Nwnber I Receipt Number:dT, col rt'Date: 07�1712008 Caa iec, FRONTIDEW Payer/Payee Nerve: Seal el Bulkhead Builders. originalIF a mount Fed. Permit Parcel Fee eecrl tlon mount Paid- Bala co:, BLD08-122 957602701 Plan Review Fee $163.31 $163.31 $0.00 BLD08-122 957602701 Technology Fee for Building Permit $5.03 $5.03 $0.00 BLD08-122 957602701 State Building Code Council Fee $4.50 $4.50 $0.00 BLD08-122 957602701 Building Permit Fee $251.25 $251.25 $0.00 BLD08-122 957602701 Record Retention Fee for Building P $10.00 $10.00 $0.00 genpmtrreceipts Page 1 of 1 CITY OF PORT TOWNSEND SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) Applicant: John Nesset Case Number: LUP 08-054 PO Box 214 Port Townsend, WA 98368 Applicant's Agent: Sealevel Bulkhead Builders, Inc. PO Box 375 Kingston, WA 98346 Project Location/Legal Description: The subject site is located at 2215 Washington Street, Port Townsend Bay, City of Port Townsend, Washington. NW `/4 Section of Section 11, Township 30N, Range 1 W, on Jefferson County tax parcel number 957602701. Proposal: The proposal involves repairing of the existing but severely deteriorating shoreline protection structure (bulkhead) and beach clean up for approximately 143' of shoreline, in the urban shoreline designation. The existing broken concrete debris and rock bulkhead will be fully replaced with a new rock bulkhead in accordance with the details submitted with the application. The beach for the entire length of the lot will be cleaned up. The beach clean up will extend only as far waterward as allowed by the authorizing agencies, including the Washington State Department of Fish and Wildlife under their HPA permit. The replacement bulkhead will be constructed with large A & B size rock ("A" rock weighing 3-7 tons and "B" rock weighing 1-3 tons). The base rocks will be keyed into the beach approximately 3 feet below the beach grade and the remaining rocks stacked on top of them, height to a total approximately 6-8" above beach grade. Quarry spalls will be placed behind the armor rock and filter fabric placed between the spalls and the bank. Delivery of all equipment and materials will be by land via Kearney St. The project will be subject to all conditions of the WDFW HPA permit and may not proceed prior to issuance of that permit and those of the shoreline exemption, consistent with the City of Port Townsend 2007 Shoreline Master Program. Adjacent Waterbody: Port Townsend Bay. SMP Shoreline Designation: Urban LUP08-058 Nesset Shoreline Exemption Findings & Conclusions The proposal by Mr. Nesset to undertake repair and replacement of the existing shoreline protection structure within the shoreline of the City of Port Townsend, is exempt from the requirement of a substantial development permit. Specifically, the proposal constitutes: X Normal Maintenance and Repair _Development not exceeding $5,000 _Single-family home for owner's use Other: 2. The proposal will not materially interfere with the public use of public lands and waters or the private use of adjacent private lands nor will it result in any material expansion or change in use beyond that previously existing. There is no change in use proposed and no impact to public access. 3. The proposal is consistent with the policies of the Shorelines Management Act (SMA) and the City's Shorelines Master Program (SMP). Protection of existing structures is a fundamental goal of the SMA and the city's SMP. The proposal involves repair of an existing bulkhead that protects a lawfully established commercial establishment in an existing building. Protection of existing lawfully established structures is consistent with the goals of the Shoreline Management Act. 4� The nature of these repairs will require in -water construction and mechanized equipment for a limited period of time. In water work shall be conducted within inwater work periods for this location (July 15, 2007 to February 15, 2008) or as further limited by the Washington State Department of Fish & Wildlife or US Army Corp of Engineers. Environmental impacts associated with the proposal have been analyzed pursuant to the State Environmental Policy Act (SEPA). The City of Port Townsend issued a Determination of NonSignificance (DNS) in conjunction with the SEPA Environmental Checklist on June 11, 2008. (Exhibit A). Impacts to the biological environment were based upon the recommendations of the Washington State Department of Fish and Wildlife. The aforementioned DNS and Environmental Checklist are incorporated herein by reference. No significant, adverse environmental impacts that could not be mitigated were identified in the SEPA determination. Decision Based on the foregoing Findings and Conclusions, LUP 08-054 is hereby APPROVED subject to compliance with the following CONDITIONS: All development shall be in substantial conformance with the narrative and development plans submitted in the application for Shoreline Exemption. There shall be no further expansions to or addition of any structures without prior review for conformance with the L UP08-058 Nesset Shoreline Exemption 2 Shoreline Master Program and any other applicable laws and ordinances. 2. This exemption does not excuse the proponent from complying with other local, state and - federal ordinances, regulations, or statutes applicable to the proposed development including but not limited to the city's critical areas ordinance, US Army Corps of Engineers, and Hydraulic Project Approval (HPA) from Washington Department of Fish and Wildlife. 3. In water work shall be conducted within inwater work periods for this location (July 15, 2007 to February 15, 2008) unless further restricted by permitting agencies. 4. The use of mechanized equipment shall be the minimum necessary to complete the permitted repairs and shall comply with any conditions of the associated HPA. 5. If construction equipment inadvertently damages the shoreline environment, the applicant shall notify the City and any other responsible agencies (i.e. State Fish & Wildlife, Ecology) immediately. The applicant shall be responsible for repairing the shoreline to its preexisting condition to the satisfaction of the responsible agencies. 6. If city street rights -of -way are to be used for staging and/or access the applicant must first obtain a City Minor Improvement Permit (MIP). 7. To avoid environmental health hazards during construction, emergency spill and cleanup procedures shall be explained to all workers on the site and a point of contact will be designated. All heavy equipment involved with the construction shall be inspected daily for leaks. Any equipment leaking hazardous materials is prohibited from conducting any work below the OHWM until the leak is repaired. All construction contracts shall specify that all diesel, gasoline and air -powered equipment must be properly muffled or silenced. 9. The applicant must abide by all conditions of the WSDFW HPA permit, and permits from the USACE, and supply copies of said permits to the City of Port Townsend, Development Services Division, prior to start of construction. 10. The applicant must dispose of all demolition and construction debris generated on -site and during beach clean up must at a permitted facility. Further, the applicant is encouraged to reuse or recycle as possible all leftover construction and beach clean up materials. Expiration: Pursuant to 2.4(A) of the SMP, this exemption shall automatically expire one year LUP08-058 Nesset Shoreline Exemption from the date of issuance. In consideration of the above, the proposal is found exempt from the requirement of a shoreline substantial development permit. 'it Iolavera,'Shorelines Administrator ity of Port Townsend 4 27 ate of Issuance LUP08-058 Nesset Shoreline Exemption -RT CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEN Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 957602701 PERMIT NO. BLD08-122 ISSUED DATE 07/17/2008 EXPIRATION DATE 01/13/2009 ADDRESS 2215 WASHINGTON ST CONSTRUCTION TYPE OCCUPANT LOAD OWNER WASHINGTON WHARF TRUST PROJECT DESCRIPTION REPLACE BULKHEAD CONTRACTOR SEALEVEL BULKHEAD BUILDERS INC. LENDER INSPECTION INSP DATE COMMENTS FOOTING FINAL BUILDING _ `T FINAL PUBLIC WORKS INSPECTION INSP DATE COMMENTS TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.